WA_FS_ERFO_2016(1)-20(3)_Plans_Updated_03-30-2018.pdf

INDEX TO SHEETS

INDEX TO SHEETS

J. FSR 2800 MP 5.3

I. FSR 2700 MP 6.9

H. FSR 2660 MP 4.2

G. FSR 2660 MP 4.1

F. FSR 2083 MP 0.1

E. FSR 2081 MP 2.25

D. FSR 2081 MP 1.3

C. FSR 2000 MP 39.9

B. SUMMARIES

A. GENERAL INFORMATION

V. TEMPORARY TRAFFIC CONTROL

U. DRAINAGE

T. EROSION CONTROL

S. FSR 4065 MP 1.15

R. FSR 4052 MP 3.7

Q. FSR 4052 MP 3.0

P. FSR 4052 MP 2.55

O. FSR 4052 MP 2.2

N. FSR 4052 MP 1.9

M. FSR 2810 MP 2.3

L. FSR 2800 MP 11.0 (11.4)

K. FSR 2800 MP 10.3-10.4

OPEN-BOTTOM PIPE ARCH STRUCTURAL DETAILS

OPEN-BOTTOM ARCH REINFORCED CONCRETE DETAILS

SIMULATED STREAM CULVERT INTERIOR TREATMENT

AOP CULVERT ELEVATIONS

AOP CULVERT PLAN AND PROFILE

PLAN AND PROFILE

TYPICAL SECTION

CULVERT PLAN AND PROFILE

SPECIAL ROCK EMBANKMENT

RIPRAP LAYOUT

PLAN AND PROFILE

TYPICAL SECTION

CULVERT PLAN AND PROFILE

PLAN

SUMMARY OF QUANTITIES

CONTROL SHEET

VICINITY MAPS

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

J.7

J.6

J.5

J.4

J.3

J.2

J.1

I.8

I.7

I.2-6

I.1

H.1

G.3

G.2

G.1

F.2

F.1

E.2

E.1

D.3

D.2

D.1

C.1

B.1-3

A.6

A.4-5

A.3

A.2

A.1

A.2

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 b .d g n

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

A

M

M a r c h

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

WORK ZONE DETAILS

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

RIPRAP END TREATMENT DETAIL

RIPRAP APRON DETAIL

STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

STANDARD DETAILS

TABULATION OF EROSION CONTROL QUANTITIES

PLAN AND PROFILE

TYPICAL SECTION

PLAN

PLAN AND PROFILE

TYPICAL SECTION

CONCRETE FORD REPAIR

PLAN AND PROFILE

TYPICAL SECTION

PLAN AND PROFILE

TYPICAL SECTION

PLAN AND PROFILE

TYPICAL SECTION

PLAN

TYPICAL SECTION

PLAN

PLAN

V.2-4

V.1

U.9

U.8

U.2-7

U.1

T.2-4

T.1

S.2

S.1

R.1

Q.2-3

Q.1

P.4

P.2-3

P.1

O.2

O.1

N.2-5

N.1

M.2

M.1

L.1

K.1

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

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 SYMBOLS9

J a n u a r y

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 a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

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

DI

T

NO SCALE

- no symbol -wall face

N

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

NOTE:

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

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

Fiber Roll or Wattle

SCALE IN MILES

0 5 105

SCALE IN FEET

SCALE IN FEET

SCALE IN FEET

SCALE IN FEET

SCALE IN FEET

N

Sheet 1 of 2

VICINITY MAPS

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 a d .d g n

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

M a r c h

K

H a r r is o n

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

0 5000

E N .

e v

A ht

F

N Sauk River

NF 2083

District, Mt. Baker

Darrington Ranger

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

revi

R k u a

S

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

Mountain Loop Rd

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 4.2

FSR 2660, MP 4.1

FSR 2660, MP 4.2

FSR 2660, MP 4.1

MP 10.3-10.4

FSR 2800

MP 11.0 (11.4)

FSR 2800

Clearcreek Rd.

SCALE IN MILES

SHEET 2 of 2

VICINITY MAP

A.5

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 a e .d g n

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

M a r c h

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

FS

R

D eer C reek

M tn

L o o p H w y .M

tn. Loop H w y.

Mountain Sheep

Mountain Big Four

Mountain Twin Peaks

Mt Forgotten

Devils Peak

Long Mountain

Silverton

Bedal

Ice Caves Big Four

S a u k R iv e r

W il li a m s o n C re e k

S tilla g u a m is h R iv e r

S o u th F rk

FS

R

FS

R

FSR 4052, MP 3.7

FSR 4052, MP 3.0

FSR 4052, MP 2.55

FSR 4052, MP 2.2

FSR 4052, MP 1.9

FSR 2000, MP 39.9

FSR 4065, MP 1.15

FSR 4065, MP 1.15

FSR 4052, MP 3.7

FSR 4052, MP 3.0

FSR 4052, MP 2.55

FSR 4052, MP 2.2

FSR 4052, MP 1.9

FSR 2000, MP 39.9

m ile s Ve rlo t, W A m ile s

D a rrin g to n , W

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

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

20813 3053.424 6079.210 2995.055

20814 3000.000 6000.000 3000.000

20815 2983.635 5868.982 2998.061

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

26601 3000.000 4000.000 1000.000 5/8" IR w/fhwa alum cap

26602 2960.222 4138.719 1005.018 5/8" IR w/fhwa alum cap

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

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

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

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

40527 5000.000 5000.000 500.000 5/8" IR W/FHWA ALUM CAP

40528 5152.370 5000.000 513.821 5/8" IR W/FHWA ALUM CAP

40529 29994.992 20143.405 4989.369 5/8" IR W/FHWA ALUM CAP

40530 30000.000 20000.000 5000.000 5/8" IR W/FHWA ALUM CAP

4052 Road MP 2.55

4052 Road MP 3.0

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

2081 Road MP 1.3

2081 Road MP 2.25

2083 Road MP 0.1

2700 Road MP 6.9

2800 Road MP 5.3

4052 Road MP 1.9

4052 Road MP 2.2

2660 Road MP 4.1 c:

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_p ro du ct io n\ d0

M t_ B ak er -S no qu al m ie _2

6_

ER

FO

_a ll_ as su m ed

_s ite s.

xl sx ]S he et

4- Ja n-

2:

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

A.6

SHEET

NUMBER

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

SURVEY CONTROL

Sheet and Description

FSR

2000 MP

39.9

FSR

MP 1.3

FSR

MP 2.25

FSR

MP 0.1

FSR

MP 4.1

FSR

MP 4.2

FSR

MP 6.9

FSR

MP 5.3

FSR

MP 10.3-

10.4

FSR

MP 11.0

(11.4)

FSR

MP 2.3

FSR

MP 1.9

FSR

MP 2.2

FSR

MP 2.55

FSR

MP 3.0

FSR

MP 3.7

FSR

4065 MP

1.15

Temp.

Traffic Control

ALLOW-

ANCE

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 2000 MP 39.9) LPSM ALL ALL

A0120 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 2081 MP 1.3) LPSM ALL ALL

A0140 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 2081 MP 2.25) LPSM ALL ALL

A0160 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 2660 MP 4.1) LPSM ALL ALL

A0180 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 2800 MP 11.0

(11.4)) LPSM ALL ALL

A0200 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 2800 MP 5.3) LPSM ALL ALL

A0220 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 4052 MP 1.9) LPSM ALL ALL

A0240 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 4052 MP 2.2) LPSM ALL ALL

A0260 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 4052 MP 2.55) LPSM ALL ALL

A0280 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION

CHANNEL (FSR 4052 MP 3.0) LPSM ALL ALL

A0300 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING (FSR

2660 MP 4.1) LPSM ALL ALL

-M ar -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 w a-ef l1

_E st im at e-

.x ls x] Sh ee t

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

STATE PROJECT

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

SHEET

NUMBER

2000 MP

39.9

FSR

MP 1.3

FSR

MP 2.25

FSR

MP 0.1

FSR

MP 4.1

FSR

MP 4.2

FSR

MP 6.9

FSR

MP 5.3

FSR

MP 10.3-

10.4

FSR

MP 11.0

(11.4)

FSR

MP 2.3

FSR

MP 1.9

FSR

MP 2.2

FSR

MP 2.55

FSR

MP 3.0

FSR

MP 3.7

FSR

4065 MP

1.15

Temp.

Traffic Control

ALLOW-

ANCE

Bid Schedule

A0320 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING (FSR

2800 MP 5.3) LPSM ALL ALL

A0340 15705-1400 SOIL EROSION CONTROL,

FIBER ROLL LNFT 64 48 175 228 233 121 48 143 293 124 183 90 1,750

A0360 15705-1800 SOIL EROSION CONTROL,

TEMPORARY DIVERSION BERM LNFT 56 90 9 155

A0380 20302-2100 REMOVAL OF PIPE CULVERT

(damaged section) LNFT 8 8

A0400 20304-9000 REMOVAL OF STREAM DEBRIS

(FSR 2000 MP 39.9) LPSM ALL ALL

A0420 20304-9000 REMOVAL OF STREAM DEBRIS

(FSR 4052 MP 2.55) LPSM ALL ALL

A0440 20304-9000 REMOVAL OF STREAM DEBRIS

(FSR 4052 MP 3.7) LPSM ALL ALL

A0460 20305-1000 REMOVAL OF CONCRETE CUYD 7 8 15

A0480 20401-0000 ROADWAY EXCAVATION CUYD 126 47 2,699 308 356 52 18 167 1,838 971 256 49 275 7,162

A0500 20403-0000 UNCLASSIFIED BORROW CUYD 223 1,068 15 1,106 54 2,137 1 47 16 238 10 234 5,149

A0520 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 10 94 107 40 40 50 20 14 193 228 68 23 246 36 1,169

A0540 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 113 80 444 28 665

A0560 25101-2500 PLACED RIPRAP, METHOD B,

CLASS 5 CUYD 131 9 140

A0580 25101-2600 PLACED RIPRAP, METHOD B,

CLASS 6 CUYD 1,337 68 1,405

A0600 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 366 24 390

A0620 30202-1000 ROADWAY AGGREGATE, METHOD

1 TON 175 87 234 268 4 116 130 28 248 110 290 56 1,746

A0640 30202-2000 ROADWAY AGGREGATE, METHOD

2 TON 36 134 170

A0660 30302-6000 ROADWAY RECONDITIONING LNFT 150 812 300 200 740 281 160 240 136 3,019

A0680 40301-0200 ASPHALT CONCRETE

PAVEMENT, TYPE 2 TON 18 2 20

A0700 60101-0000 CONCRETE CUYD 5 5

A0720 60201-0800 24-INCH PIPE CULVERT LNFT 28 22 3 53

A0740 60201-1000 36-INCH PIPE CULVERT

(government furnished) LNFT 54 50 5 109

A0760 60201-1000 36-INCH PIPE CULVERT LNFT 30 30 40 8 108

A0780 60201-1200 48-INCH PIPE CULVERT LNFT 35 63 84 11 193

Estimated Quantities

-M ar -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 w a-ef l1

_E st im at e-

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2FS ERFO 2016(1)-20(3)WA

2000 MP

39.9

FSR

MP 1.3

FSR

MP 2.25

FSR

MP 0.1

FSR

MP 4.1

FSR

MP 4.2

FSR

MP 6.9

FSR

MP 5.3

FSR

MP 10.3-

10.4

FSR

MP 11.0

(11.4)

FSR

MP 2.3

FSR

MP 1.9

FSR

MP 2.2

FSR

MP 2.55

FSR

MP 3.0

FSR

MP 3.7

FSR

4065 MP

1.15

Temp.

Traffic Control

ALLOW-

ANCE

Bid Schedule

A0800 60201-1400 60-INCH PIPE CULVERT LNFT 54 48 6 108

A0820 60201-2000 96-INCH PIPE CULVERT LNFT 94 5 99

A0840 60201-2200 108-INCH PIPE CULVERT

(government furnished) LNFT 76 4 80

A0860 60301-0360 216-INCH STRUCTURAL PLATE

PIPE LNFT 108 7 115

A0880 60702-1000 REMOVING, CLEANING, AND

RELAYING CULVERT (96-inch pipe culvert) LNFT 66 5 71

A0900 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2 2 1 1 2 1 1 12

A0920 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

A0940 62201-0600 BACKHOE LOADER, 8 CUBIC

FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH

WIDTH HOUR 20 20

A0960 62201-2850 MOTOR GRADER, 12 FOOT

MINIMUM BLADE HOUR 20 20

A0980 62301-0000 GENERAL LABOR HOUR 20 20

A1000 62402-0200 FURNISHING AND PLACING

TOPSOIL, 3-INCH DEPTH ACRE 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.3 2.0

A1020 62501-0000 TURF ESTABLISHMENT ACRE 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.3 2.0

A1040 62901-0000 ROLLED EROSION CONTROL

PRODUCT SQYD 167 657 824

A1060 63308-0000 OBJECT MARKER EACH 2 2

A1080 63502-0600 TEMPORARY TRAFFIC

CONTROL, BARRICADE TYPE 3 EACH 8 4 12

A1100 63502-2000 TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A1120 63504-1000 TEMPORARY TRAFFIC

CONTROL, CONSTRUCTION SIGN SQFT 157 5 162

A1140 63509-1000 TEMPORARY TRAFFIC

CONTROL, FLAGGER FXHR 10 10

A1160 64703-2000 MITIGATION, LOG DEFLECTOR EACH 6 4 10

A1180 64703-5000 MITIGATION, ROOT WAD EACH 21 4 25

A1200 64704-1000 MITIGATION, STREAMBED

MATERIAL CUYD 16 179 2 7 204

Estimated Quantities

-M ar -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 w a-ef l1

_E st im at e-

.x ls x] Sh ee t

(3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

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

P

C P

15N

SECTION A-A

PLAN

FSR 2000 MP 39.9

SECTION B-B

Install soil erosion control devices as needed.

conditions.

Match existing horizontal alignment. Adjust to fit field

20 40020

SCALE IN FEET

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 d a .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

NOTE:

Edge of road

LEGEND:

(60" Plastic)

Cleaning culvert in place

MP 39.9

1:2.5 1:2 .5

1:2.5

New stream channel

10'

30'

50'50'

(~740 CUYD)

Removal of stream debris

(~260 CUYD)

Removal of stream debris

(Government furnished)

36-inch pipe culvert

MP 39.9

Roadway reconditioning

END CONSTRUCTION

BEGIN CONSTRUCTION

(government furnished)

36" Pipe culvert

2.

1.

LC

LC

Cleaning culvert in place (48")

MP 39.9

B

B

A

A

Roadway reconditioning

El=492.69

E=2051.37

N=814.28

El=486.30

E=2081.63

N=667.37

150'

See U.9 for detail (5 CUYD) class 3 riprap end treatment, Placed riprap, method B, See U.9 for detail (5 CUYD) class 3 riprap end treatment, Placed riprap, method B, NO SCALE

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]

[1] Slope

PAVEMENT TRANSITION

BEGINNING AND ENDING

21+70 to 23+88

TYPICAL SECTION

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

[3] [3]

TYPICAL SECTION

FSR 2081 MP 1.3

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 d a .d g n

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

a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

1:4

1:4 [2]

[2]

1:20

7'7'

T o e o f fi ll

T o p o f c u t

Existing ground

8" compacted depth

Roadway aggregate, method 1, grade

Profile

Existing surface for structure dimensions

Profile, see Typical Section

Matchline

Variable Variable

Travel Lane Travel Lane elevation and cross slope

Match existing aggregate surface

Unclassified borrow

See Typical Sections

LC

CP

20811

20812

CP

0 995

100010

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

,0

.5

-8.5000%

.3

-13.5000%

-8.7500% 9 .1

95' VC

K = 20

50' VC

K = 10

SSD = 241'

N

NOTE:

this site.

1. Coordinates are assumed and unique to

10 20010

SCALE IN FEET

CUYD

EXC.

CUYD

EMB.

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

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

D.2

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 d b .d g n

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

a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Profile grade

Existing ground

Line to be constructed

21+70

BEGIN FSR 2081

END FSR 2081

23+88

El= 995.17

E= 2050.01

N= 1019.72

El= 1018.32

E=1859.74

N=990.54

Slope stake limits

Placed riprap, see D.3

22+68

Placed riprap, see D.3

22+68 fiber roll (64 LNFT)

Soil erosion control, 22+74 to 23+32 LT

21+70 to 23+88

FSR 2081 MP 1.3

See D.3 for detail

Install 60-inch pipe culvert

Remove existing 36-inch pipe culvert

22+68

Slo pe

27.

32%

CL

PIPE INLET OUTLETHYDRAULIC INFORMATION

Q : 30.1 CFS

Q : 87.5 CFS

Q : 99.2 CFS

INSTREAM WORK WINDOW: N/A

BANKFULL CHANNEL WIDTH: 5 FT

HW : 1009.02 FT

OHW : - - TYPE: AL-Type 2

LENGTH: 54 ft

PIPE SLOPE: 0.2732 FT/FT

INFILL TYPE: - -

SPAN: 5 FT RISE: 5 FT

WALL THICKNESS: 0.109 IN

FLOWLINE SLOPE: 0.3266 FT/FT

TYPE: - -

INV N/E/EL: 937.75/1943.19/1005.88

BURIAL DEPTH: 0 FT

LOWER BEVEL HEIGHT: 1.25 FT

BEVEL: STEP, 1.5(h):1(v)

HEADWALL: RIPRAP

INV N/E/EL: 988.79/1953.47/991.66

BURIAL DEPTH: 0 FT

LOWER BEVEL HEIGHT: 1.25 FT

BEVEL: STEP, 1.5(h):1(v)

HEADWALL: RIPRAP

CULVERT LAYOUT

FSR 2081 MP 1.3

N

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 d c .d g n

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

M a r c h

L e

S te in h a u s

C h e c k e d b y

D e s ig n e d b y

P T .0

SCALE IN FEET

10 0 10 20 30 40

0 20 40 60 8020406080

100 120100120140

Existing ground

Proposed 60-inch CMP culvert

22+68.01

22+84.97, 30.14 LT 22+62.01, 21.92 RT

Slope stake limits

Mitigation, streambed material (16 CUYD)

See U.9 for detail (7 CUYD) class 3 riprap end treatment, Placed riprap, method B, See U.9 for detail (7 CUYD) class 3 riprap end treatment, Placed riprap, method B, See U.9 for detail (7 CUYD) class 3, riprap end treatment, Placed Riprap, method B, See U.9 for detail (7 CUYD) class 3 riprap end treatment, Placed riprap, method B, 36'

65°55'2"

Cross-culvert flowline

Cross-culvert elev. 991.66

Cross-culvert elev. 1005.88

Road grade

See U.8 for detail (80 CUYD) riprap apron, minimum 3' thick

Placed riprap, method B, class 3

See U.8 for detail (80 CUYD) riprap apron, minimum 3' thick

Placed riprap, method B, class 3

[1]Slope

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]

30+80 to 32+50

FSR 2081 MP 2.25

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

[3][3]

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 f1 e a .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

1:4 1:4

[2

[2]

Existing ground grade

Profile

6" compacted depth

Roadway aggregate, method 1, T o e o f fi ll

T o e o f fi ll

VariableVariable

Existing surface for structure dimensions

Profile, see Typical Section

Matchline

Unclassified borrow elevation and cross slope

Match existing aggregate surface

See Typical Sections

LC

Travel Lane

6'

Travel Lane

6'

20815

,0

.1

,9

.8

-10.2500%

+4.15 00%

,9

.5

150' VC

K = 10

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

NOTE:

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

30+80 TO 32+50

FSR 2081 MP 2.25

20 40020

SCALE IN FEET

CUYD

EXC.

CUYD

EMB.

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

2980 2980

2984 2984

2988 2988

2992 2992

2996 2996

3000 3000

33004 3004

3008 3008

3012 3012

E.2

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 e b .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y site.

Coordinates are assumed and unique to this1.

30+80

BEGIN FSR 2081

END FSR 2081

El=2998.58

E=5879.00

N=2987.97

32+50

Profile grade

Existing ground

Line to be constructed

Edge of travel way

Slope stake limits

El=3003.19

E=5822.94

N=3111.92

Fiber roll (17 LNFT)

Soil erosion control, 32+43 to 32+53 LT

See U.9 for detail (10 CUYD) class 3 riprap end treatment, Placed riprap, method B, 31+67 RT

35'

Fiber roll (31 LNFT)

Soil erosion control, 31+15 to 31+28 LT

(96-inch pipe culvert) and relaying culvert

Removing, cleaning, 31+67 product (167 SQYD)

Rolled erosion control

31+24 to 32+07 LT

See U.8 for detail (97 CUYD) riprap apron, minimum 3.5' thick

31+67 LT

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

[1]Slope

TYPICAL SECTION

FSR 2083 MP 0.1

TYPICAL SECTION

11+70 to 16+70

Travel Lane Travel Lane

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

F.1

STATE PROJECT

NUMBER

SHEET

U

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

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

F e b r u a r y

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

1:4 1:4

[2

[2]

[2

Existing ground

6" compacted depth

Roadway aggregate, method 1, grade

Profile

T o e o f fi ll

LC

Variable

Variable

6'6'

Existing surface for structure dimensions

Profile, see Typical Section

Matchline

[3] elevation and cross slope

Match existing aggregate surfacing

20832

P

P

P

CP

20833

52005

P T

.9

P C

.5

P T

.8

,0

.3

,0

.6

+3.7500%

,0

.3

+14.

0%

+7.100 0%

,0

.6

SSD = 176

K = 8

60' VC

K = 19

200' VC

20202025

N

NOTE:

11+70 to 14+00

FSR 2083 MP 0.1

20 40020

SCALE IN FEET

Curve= ALT-3

D

R= 90.00'

T= 7.34'

L= 14.65' Curve= ALT-4

D

R= 100.00'

T= 40.65'

L= 77.22'

FOOTNOTE:

minimum depth and 40 feet long width, 1V:2H side slopes, 3-foot

Excavate channel of 4-foot bottom

CUYD

EXC.

CUYD

EMB.

17+0016+0015+0014+0013+0012+0011+00

1980 1980

1990 1990

2000 2000

2010 2010

2020 2020

2030 2030

2040 2040

2050 2050

2060 2060

F.2

STATE PROJECT

NUMBER

SHEET

U

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

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y to this site.

Coordinates are assumed and unique 1.

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

11+75

BEGIN FSR 2083

Edge of travel way

36-inch pipe culvert

13+38 fiber roll (57 LNFT)

Soil erosion control, 12+25 to 12+49 LT

See U.9 for detail (6 CUYD) class 3 riprap end treatment, Placed riprap, method B, 31+67 RT

16+70

END FSR 2083

16+70

END FSR 2083

11+75

BEGIN FSR 2083

(44 CUYD)

[1]Roadway excavation

31+67 RT

[1]

14'

18'-4"

Install 48-inch pipe culvert

Remove existing 24-inch pipe culvert

12+44 fiber roll (118 LNFT)

Soil erosion control, 13+27 to 13+98 LT

El= 2001.36

E= 4000.98

N= 1970.12

El= 2046.67

E= 4330.75

N= 1646.65

See U.9 for detail (5 CUYD) class 3 riprap end treatment, Placed riprap, method B, 31+38 RT product (657 SQYD)

Rolled erosion control

12+00 - 13+35 RT

See U.8 for detail (13 CUYD) minimum 2' thick riprap apron, class 3 Placed riprap, method B, 12+43

See U.8 for detail (16 CUYD) minimum 2' thick riprap apron, class 3 Placed riprap, method B, 13+38

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

Listing.

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

NO SCALE

[1]Slope

TYPICAL SECTION

FSR 2660 MP 4.1

401+25 to 404+50

G.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 g a .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y grade

Profile

9" compacted depth

Roadway aggregate, method 1, 1:4 1:4

[2]

[2]

1:20

T o e o f fi ll

T o e o f fi ll

VariableVariable

Travel Lane Travel Lane

[3] [3]

Existing surface for structure dimensions

Profile, see Typical Section

Matchline elevation and cross slope

Match existing aggregate surface

Unclassified borrow

See Typical Sections

6'6'

LC

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

26602

CP

10201020

10251030

P T

.8

P C

.9

P T

.2

P C

.5

P T

.1

P O

T

.7

,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

CONSTRUCTION

END

404+50

NOTE:

N

401+25

CONSTRUCTION

BEGIN

CUYD

EXC.

CUYD

EMB.

998 998

1000 1000

1002 1002

1004 1004

1006 1006

1008 1008

1010 1010

1012 1012

1214 1014

Curve= C1003

D

R= 200.00'

T= 40.89'

L= 80.66'

D

R= 300.00'

Curve= C1002

T= 52.16'

L= 103.28'

Curve= C1001

D

R= 800.00'

T= 59.15'

L= 118.09'

401+00 402+00 403+00 405+00404+00 406+00 407+00

El.= Match Existing

E= 4399.7424

N= 2915.3409

El.= Match Existing

E= 4083.5779

N= 2969.6655

401+25 to 404+50

FSR 2660 MP 4.1

10 20010

SCALE IN FEET

G.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 g b .d g n

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

M a r c h

H a r r is

M il le

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Profile grade

Existing ground

Slope stake limits

FOOTNOTE:

pipe culvert

36-inch

403+08

Diversion Channel Detail

Diversion Berm Detail

15'4 .5

2'

(155 LNFT)

Soil erosion control, fiber roll

401+25 to 402+75 LT

(73 LNFT)

Soil erosion control, fiber roll

403+80 to 404+50 LT

53'

[1]temporary diversion channel

Soil erosion control, top elevation approx. 988 feet

,[2]temporary diversion berm

Soil erosion control, embankment details

See G.3 for riprap

(18-inch pipe culvert)

Clean culvert in-place

402+25 pipe culvert) in-place (24-inch

Clean culvert

402+80 pipe culvert) in-place (18-inch

Clean culvert

403+51 channel.

Work is incidental to temporary diversion existing contours as directed by the CO.

diversion berms post construction to match excavated streambed material. Regrade

Diversion berms may be constructed from [2] construction.

Leave diversion channel in place post [1] top elevation approx. 997 feet

, [2]temporary diversion berm

Soil erosion control, S1 S2 S3

S4

S5

S6

R1

R2

R3 R4

R5 to beginning work.

Submit access plan to CO for approvial prior this site.

Coordinates are assumed and unique to

2.

1.

Construction limits

0 20 40 60 10080 120 140 160 173

0 20 40 60 80 100 120 140 160 180 192

TRANSITION TO 5 FT THICKNESS

UPSTREAM SECTION

10 FT THICKNESS

FULL THICKNESS SECTION

RIPRAP LAYOUT

FSR 2660 MP 4.1

G.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 g c .d g n

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

M a r c h

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Excavation incidental to riprap maximum projection into channel log embedment with 16 ft minimum 14 ft Excavate as needed to provide

Excavation incidental to riprap maximum projection into channel log embedment with 16 ft minimum 14 ft Excavate as needed to provide

Placed riprap, class 6, method B

10'-0"

Dia. = 12-18in, Length = 14+ ft Mitigation, log deflector

14'-0" min.

'-0

" m in

OHW El. Varies 2-3 ft above thalweg

14'-0" min.

10'-0" min.

Dia. = 12-18in, Length = 14+ ft Mitigation, log deflector

OHW El. Varies 2-3 ft above thalweg

'-0

" m in

[1]Mitigation, streambed material

[1]Mitigation, streambed material

FOOTNOTE:

[1] Backfill with streambed material to match existing streambed.

streambed material to meet rootball Backfill with conserved streambed material to meet rootball Backfill with conserved nonwoven, type A Geotextile filter, class 1, nonwoven, type A Geotextile filter, class 1, R Points

S Points class 6, method B Placed riprap, R Points

S Points

402+82 to 403+53

403+53 to 403+67

1.5

1.5

Length = 20-30ft Dia. = 12-18in Mitigation, root wad

Dia. = 12-18in, Length = 20-30ft Mitigation, root wad

FSR 2660 MP 4.2

NOTE:

1.

17 150

SCALE IN FEET

PLAN VIEW

PROFILE VIEW FOOTNOTE:

representation. Adjust to fit field conditions.

Site not surveyed. Horizontal and vertical alignment is a

H.1

STATE PROJECT

NUMBER

SHEET

U

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

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

F e b r u a r y

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y to be determined in the field as approved by the CO.

Adjust riprap layout to tie into existing riprap. Final location [1]

Edge of travel way

T e n a s C re e k

FSR 2660

Existing ground

Existing pier

Existing riprap

4.6'

Line to be constructed diversion berm

Install temporary

[1

[1

.4 class 5, 5' (min.) thickness

Placed riprap, method B, 12" compacted depth method 1, Roadway aggregate, [1]class 5, 5' (min.) thickness

Placed riprap, method B, for wood post detail

OM3R, see V.4

Place object marker, for wood post detail

OM3L, see V.4

Place object marker, 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

[1]Slope

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

278+25 to 279+30

273+62 to 274+80

271+50 to 272+31

TYPICAL SECTION

TYPICAL SECTION

FSR 2700 MP 6.9

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

I.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 ia .d g n

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

a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

1:4 1:4

[2

[2]

[2

Existing ground

6" compacted depth

Roadway aggregate, method 2, grade

Profile

T o e o f fi ll

Variable

Variable

Travel Lane Travel Lane

Existing surface for structure dimensions

Profile, see Typical Section

Matchline elevation and cross slope

Match existing aggregate surface

See Typical Sections

6'6'

27652

P C

.0

P T

.0

P C

.8

P R

C

.4

.7

.0

-7.5000%

-14.0000%

.7

SSD = 181'

K = 5

30' VC

N

CUYD

EXC.

CUYD

EMB.

272+00271+50271+00 270+00 270+50 272+50 273+00

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'

LEGEND:

955955

NOTE:

FOOTNOTE:

1.

to this site.

Coordinates are assumed and unique

270+00 to 273+00

FSR 2700 MP 6.9

10 20010

SCALE IN FEET

I.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 ib .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

3-foot minimum depth.

width, 1V:1H side slopes, and

Provide channel of 5-foot bottom

Excavate drainage by 30 ft. [1]

BEGIN CONSTRUCTION

270+00.00

El=996.23

E=2073.9069

N=934.0910

Existing ground

Profile grade

Roadway Reconditioning

Line to be constructed

Edge of travel way fiber roll (46 LNFT)

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

See I.8 for details

60-inch pipe culvert, 272+02

(37 CUYD)

[1]Roadway excavation

See U.9 for detail class 3 riprap end treatment.

Placed riprap, method B, 272+02

See U.8 for detail (22 CUYD) riprap apron, minimum 3' thick

272+02

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

-7.3728%

.4

.7

CUYD

EXC.

CUYD

EMB.

275+00274+50274+00 273+00 273+50 275+50 276+00

N

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'

NOTE:

this site.

1. Coordinates are assumed and unique to

LEGEND:

273+00 to 276+00

FSR 2700 MP 6.9

10 20010

SCALE IN FEET

I.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 ic .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Roadway Reconditioning

Edge of travel way

Line to be constructed

Profile grade fiber roll (115 LNFT)

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

(18-inch pipe culvert)

Cleaning culvert in place

274+39

Existing ground

P T

.1

P C

.1

N

CUYD

EXC.

CUYD

EMB.

277+50277+00276+50 276+00 278+00

Curve= RTP-7

D

R= 240.00'

T= 67.94'

L= 132.41'

NOTE:

this site.

1. Coordinates are assumed and unique to

LEGEND:

276+00 to 278+00

FSR 2700 MP 6.9

10 20010

SCALE IN FEET

I.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 id .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Existing ground

Roadway Reconditioning

910910

920920

P T

.7

P C

.4

-6.4140%

.6

.9

N

CUYD

EXC.

CUYD

EMB.

279+50279+00278+50 278+00 280+00

NOTE:NOTE:

this site.

1. Coordinates are assumed and unique to

NOTE:

Curve= RTP-8

D

R= 345.00'

T= 96.72'

L= 188.60'LEGEND:

278+00 to 280+00

FSR 2700 MP 6.9

10 20010

SCALE IN FEET

I.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 ie .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Profile grade

Existing ground

Roadway Reconditioning

Line to be constructed

Edge of travel way fiber roll (72 LNFT)

Soil erosion control, 278+56 to 279+11

See I.7 for details rock embankment,Special

278+56 to 279+11

24-inch pipe culvert

278+42

(18-inch pipe culvert)

Cleaning culvert in place

279+78

See U.9 for detail (2 CUYD) class 3 riprap end treatment, Placed riprap, method B, 278+42 RT

See U.9 for detail (2 CUYD) class 3 riprap end treatment, Placed riprap, method B, 278+42 LT

P C

.4

P T

.4

P O

T

.1

N

CUYD

EXC.

CUYD

EMB.

281+50281+00280+50 280+00 this site.

1. Coordinates are assumed and unique to

NOTE:

Curve= RTP-9

D

R= 340.00'

T= 46.29'

L= 92.01'

LEGEND:

885 885

10 20010

SCALE IN FEET

280+00 to 281+16

FSR 2700 MP 6.9

I.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 if .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Existing ground

END CONSTRUCTION

281+16.00

El=901.46

E=2829.7870

N=212.8530

El=901.46

E=2829.7870

N=212.8530

WELDED WIRE REINFORCEMENT

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT

SPECIAL ROCK EMBANKMENT PROFILE

12"

DETAIL

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT

FSR 2700 MP 6.9

I.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 ig .d g n

WA FS ERFO 2016(1)-20(4)

M a r c h

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

[2][3]

[2][3]

[2][3]

Existing ground special rock embankment

Mechanically placed rock for

:1 M a x

PLAN VIEW

F a c e o f

S lo p e class 1, non-woven, type A

Geotextile filter, Longitudinal direction

LC Varies x x x x x x x x x x x x x x x x x x x

Finished face

Geotextile filter, class 1, non-woven, type A

W9.4 wires on 12" c-c

W9.4 wires on 12" c-c pavement structure

See Sheet H.1 for

8' (min.)

12-inch depth

Unclassified Borrow

(max.)

at 2.5-foot vertical spacing

Welded wire reinforcement

Foundation width

B e n c h h e ig h ts m a x

Cut bench steps in accordance with Section 204.09.[4]

Allow 10-inch setback from finished face.[3] faces flatter than 1V:1.25H.

Welded wire reinforcment not required for finished slope [2]

30 days.

required if the short term back slope will be open more than

(29CFT, Part 1926. Subpart P, excavation). Shoring may be

Short term back slope ratio per OSHA Safety Regulations[1]

[1]backslope short term

1H:1V

[1]backslope short term

1H:1V

Existing roadway

Welded wire reinforcement

Toe elevationVaries

[1]Var.

V a r . V a r ie s

Special rock embankment

278+56 - 279+11

(max.)

at 2.5-foot vertical spacing

Welded wire reinforcement

(max.)

at 2.5-foot vertical spacing

Welded wire reinforcement

N

:1

PC 272+33.84

PC 272+33.84

PIPE INLET OUTLETHYDRAULIC INFORMATION

Q : 74.9 CFS

Q : 85.1 CFS

INSTREAM WORK WINDOW: N/A

BANKFULL CHANNEL WIDTH: 5 FT

TYPE: AL-Type 2

LENGTH: 48 ft

PIPE SLOPE: 0.1097 FT/FT

INFILL TYPE: - -

SPAN: 5 FT RISE: 5 FT

FLOWLINE SLOPE: 0.1097 FT/FT

TYPE: - -

INV N/E/EL: 859.71/2196.82/972.72

BURIAL DEPTH: 0 FT

LOWER BEVEL HEIGHT: 1.25 FT

HEADWALL: RIPRAP

INV N/E/EL: 812.44/2189.82/967.46

BURIAL DEPTH: 0 FT

LOWER BEVEL HEIGHT: 1.25 FT

HEADWALL: RIPRAP

CULVERT LAYOUT

FSR 2700 MP 6.9

Q : 25 CFS

HW : 975.65 FT

OHW : 973.96 FT

WALL THICKNESS: N/A

BEVEL: 1.75(H):1(V) BEVEL: 1.75(H):1(V)

I.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 ih .d g n

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

M a r c h

L e

S te in h a u

C h e c k e d b y

D e s ig n e d b y

0 10 20 30 4010203040

Slope 10.97%

5060 50 60

SCALE IN FEET

10 0 10 20 30 40

Flow Flow

See U.9 for detail (7 CUYD) class 3 riprap end treatment.

Placed riprap, method B, See U.9 for detail (7 CUYD) class 3 riprap end treatment.

Placed riprap, method B, New culvert centerline

20'-0"

955 955

See U.9 for detail (7 CUYD) class 3 riprap end treatment.

Placed riprap, method B, See U.9 for detail (7 CUYD) class 3 riprap end treatment.

Placed riprap, method B, Exisiting ground

LC

Mitigation, streambed material (2 CUYD)

Profile grade

Channel Flowline

Channel elev. 972.72

Channel elev. 967.46

60-inch pipe culvert

272+02

See U.8 for detail (22 CUYD) riprap apron, minimum 3' thick

Placed riprap, method B, class 3

See U.8 for detail (22 CUYD)

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]

40+46 to 42+98

TYPICAL SECTION

TYPICAL SECTION

FSR 2800 MP 5.3

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

[3][3]

J.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 ja .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

1:4 1:4

[2

[2]

Existing ground

6'6' grade

Profile

6" compacted depth

Roadway aggregate, method 1, T o e o f fi ll

T o e o f fi ll

Variable Variable

Existing surface for structure dimensions

Profile, see Typical Section

Matchline elevation and cross slope

Match existing aggregate surface

28402

99510

.8

.6

+0.6700%

+5.00 00%

,0

.4

+2.0000%

,0

.1

120' VC

K = 28

60' VC

K = 20

SSD = 390'

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'

NOTE:

this site.

1. Coordinates are assumed and unique to

40+46 to 42+98

FSR 2800 MP 5.3

CUYD

EXC.

CUYD

EMB.

45+0044+0043+0042+0041+0040+0030+00

974 974

978 978

982 982

986 986

990 990

994 994

998 998

1002 1002

1006 1006

J.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 jb .d g n

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

M a r c h

H a r r is

A le x a n d e r

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

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

fiber roll (74 LNFT)

Soil erosion control, 40+82 to 41+80 RT fiber roll (47 LNFT)

Soil erosion control, 40+46 to 40+77 RT

20 40020

SCALE IN FEET

See Sheets J.3-7 for details

Install 216-inch Structural plate pipe, Remove existing 48-inch pipe culvert

41+63

See U.9 for detail class 3 riprap end treatment.

Placed riprap, method B, 41+63

See U.9 for detail class 3 riprap end treatment.

41+63

0 10 20 30 40 50 60 7060 50 40 30 20 1070

8090100110120130 80 90 100 110 120 130 140 150

160 170

975 975

Flow

N

PIPE INLET OUTLET

FISH SPECIES:

INSTREAM WORK WINDOW: 7/16 - 2/28

ACTIVE CHANNEL WIDTH: 14 feet

LENGTH: 108 feet

INFILL TYPE: SBM

SPAN: 18'-0"

FLOWLINE SLOPE: 0.06 ft/ft

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 2.0 feet

HW : 5.3 feetQ : 220 cfs

SCALE IN FEET

0 1010 20 25

BURIAL DEPTH: 2 feet BURIAL DEPTH: 2 feet

PLAN & PROFILE

AOP CULVERT

FSR 2800 MP 5.3RISE: 9'-0"

LOWER BEVEL HEIGHT: 1 foot LOWER BEVEL HEIGHT: 1 foot

BEVEL: 1.5(h):1(v) BEVEL: 1.5(h):1(v)

HEADWALL: Concrete collar/riprap HEADWALL: Concrete collar/riprap

INV N/E/EL: 980.2 INV N/E/EL: 974.8

PIPE SLOPE: 0.05 ft/ft

Q : 69 cfs

WALL THICKNESS: 0.2 in

TYPE: CMP Arch - Aluminum

J.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 jc .d g n

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

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Grade fill to match conc. collar

Remove existing 48" CMP culvert road edgeExisting

Station 41+67.1

LC

Culvert crown Temporary flow barrier

Concrete collar

6%

LC

Footing top, elev 980.2

Footing top, elev 974.8 field verifyon bedrock, Footing bottom, LC

Concrete collar

Class 3 riprap headwall

Class 3 riprap headwall

Concrete collar

Concrete collar

Footing top guide bank

Class 3 riprap

Bedrock surface

Road

Culvert material

Conserved streambed locate as needed

Temporary flow barrier, locate as needed

Temporary flow barrier, guide bankClass 3 riprap channel edgeActive channel edgeActive

Temporary flow barrier

Existing stream bottom

Existing grade contour

100-yr WS depth 5.3'

Profile grade

Culvert wall

Culvert stem wall

Culvert foundation

5'-0" 15'-0"

"8 747'-1

.7

ELEVATIONS

AOP CULVERT

FSR 2800 MP 5.3

J.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 jd .d g n

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

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Existing grade

CULVERT OUTLET

48" CMP culvert

Remove existing

48" CMP culvert

Remove existing

CULVERT INLET

for embedding min. 1 foot into bedrock*

Concrete footing, height as needed

Existing grade for embedding min. 1 foot into bedrock*

Concrete footing, height as needed

TYPICAL CULVERT CHANNEL

Profile grade

Profile gradeConcrete collar

Class 3 riprap headwall

LC

materialConserved streambed

17'-0"

5'-0" 3'-0"

17'-0"

3'-0" 5'-0"

Culvert stream bottomExisting

Existing bedrock

LC Culvert

100-yr WS depth 5.3'

2-yr WS depth 2.0'

2-yr WS depth 2.0'

100-yr WS depth 5.3' materialConserved streambed

Concrete collar Class 3 riprap headwall stream bottomExisting

Existing bedrock

Culvert wall

Culvert wall

10'-0"

14'-0"

18"

LOCATION

(ft)

D

(ft)

W

(in)

GRADATION

COBBLE

STREAMBED

INFILL INFORMATIONAL QUANTITIES

(cuyd)

COBBLE

STREAMBED

(cuyd)

SEDIMENT

STREAMBED

14 Class E 18 60

(cuyd)

STONE

BANK

18 30

(in +/- 4)

BOULDER DIAMETER

FISH PASSAGE

60 150

(each)

BOULDER

FP

FSR 2800 MP 5.3

INTERIOR TREATMENT

SIMULATED STREAM CULVERT

FSR 2800 MP 5.3

J.5

STATE PROJECT

NUMBER

SHEET

U

S I n t2

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

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

a r c h

C h e c k e d b y

D e s ig n e d b y

NO SCALE

SECTION A-A

Flow sediment

Streambed

D2

SECTION B-B

PLAN

LC

F lo w

Channel flowline

A A

B

B

NOTE:

FOOTNOTE:

Streambed cobble

D

D ty p

D ty p

(typ.)

(typ.)

Streambed sediment

36" min.

3.

2.

1.

or Length on plan sheet

Culvert outlet

Culvert inlet

W

Streambed sediment

Streambed cobble

Pipe arch culvert wall

Box culvert wall boulder

Fish passage boulder

Fish passage

Stagger in-channel fish passage boulder within the culvert span.

streambed cobble, and bank stone gradations.

See special contract requirements for streambed sediment, Mix streambed cobbles evenly throughout streambed sediment.

[3]Fish passage boulder

[2]Bank stone

[2]Bank stone d e p th b u r ia l b u r ia l d e p th

Round pipe culvert wall top

Streambed

[1]Channel flowline

LC

Culvert wall

See Subsection 703.18 for gradation.[5]

216-inch Structural Plate Pipe

Informational quantities are incidental to ITEM 60301-0360[4] dimension.

smallest4 3 Embed fish passage boulders within active channel [3] streambed sediment.

Construct well defined banks with bank stone and[2] parabolic shape.

Slope streambed aggregate towards flowline to ensure[1]

[4]

[5]

SECTION C-C

ANCHOR BOLT DETAIL

SECTION A-A

ISOMETRIC VIEW

SECTION B-B

REINFORCED CONCRETE HEADWALL

3'-0"

2.

1.

NOTE:

COLLAR DETAILS

REINFORCED CONCRETE

OPEN-BOTTOM ARCH

FSR 2800 MP 5.3

J.6

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 jf .d g n

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

a r c h

C h e c k e d b y

D e s ig n e d b y

#4 stirrups

18" O.C. See detail

" Anchor bolt @4 as needed

Provide beveled washers LC m in

" Ø galvanized4 bolt design - 4" hook

Acceptable anchor

Culvert crown

3'-0"

B

B

C

C

A

A

3' -0

Sp an

3' -0

18" O.C. See detail

" Anchor bolt @4 ty p

C lr

18" O.C. See detail

" Anchor bolt @4

#4 Each face

Pipe

C lr

Per plans (1.5 min.) 2'-0" min. lap splice

(3 each face, 6 total)

#4 Reinf @ equal spacing

#4 stirrups

E a c h f a c e

Top of footing

Top of footing

Bottom of footing

Bottom of footing

O .C

Anchor dowels

Anchor dowels least 1 foot. Excavation and backfill according to Section 209.

be reduced provided the collar is keyed into the rock at

Where bedrock is encountered, the depth of the collar may install bolts as shown.

Provide slotted hole at bolt locations as necessary in order to

NO SCALE

spacing each face

#4 @ equal

GENERAL NOTES:

Bearing Capacity: 2 tons/sq. ft.

SOIL:

all other locations.

cover for concrete cast against ground, and 2-inch minimum for conforming to ASTM A1064, GRADE 65. Provide 3-inch minimum

(ASTM, A615), deformed, grade 60, or welded wire reinforcing

Furnish reinforcing steel bars conforming to AASHTO M31

REINFORCING STEEL:

f'c=3000 psi.

per Section 6-1, with minimum 28-day compressive strength

-inch. Furnish minor concrete for headwall 4 3exposed edges design compressive strength f'c=4500 psi. Chamfer all

Furnish minor concrete per Section 601 with minimum 28-day

CONCRETE:

conforminG to AASHTO M 167 for the sizes and types specified.

Furnish structures and assembly fasteners for connecting plates

STEEL STRUCTURAL PLATE STRUCTURES:

As specified in design specifications.

LIVE LOAD:

Soil: 125 lb per cubic foot.

Concrete: 150 lb per cubic foot.

DEAD LOAD:

with AASHTO LRFD Bridge Design Specifications, latest edition.

latest edition. Design precast stem walls and footings in accordance

Design structural plate arch in accordance with ASTM A796, DESIGN:

precast sections.

Install tie rods or connector plates per manufacturer between

FP-14 (U.S. Customary). Field verify all dimensions and elevations.

Construction of Roads and Bridges on Federal Highway Projects, Federal Highway Administration Standard Specifications for

Detail is for general information only.

CONSTRUCTION:

SECTION

" (min.)2 12'-6

1'-3" (min.)

ty p

Flow

STRUCTURAL DETAILS

OPEN-BOTTOM PIPE ARCH

FSR 2800 MP 5.3

J.7

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 jg .d g n

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

a r c h

C h e c k e d b y

D e s ig n e d b y

15°

V a r ie s

4½"

4¼" 8 31 ref.

ref.

foam gasket Closed cell

Shim

Grout

Pipe arch

Span (per plan) as required short & long bolts

Structural-plate bolts, R is e p e r p la n in stem wall

Center pipe arch

Pipe arch wall

3" m in elev per plan

Bottom of pipe arch, elev per plan

Bottom of footing, elev per plan

Top of footing, foundation

Outside of foundation

Inside of

WATERTIGHT FOUNDATION JOINT SECTION

NO SCALE

sided box culvert wall

Precast three

" thick material16

Base channel, 15" (min.)

Non-shrink grout rope

" mastic 4

" gap2

(outside joint) on top and sides mastic joint wrap

Grout and 9" wide at channel bottom

Streambed elevation material down, per plan

Place streambed

BASE CHANNEL

TOP OF FOOTING/STEM WALL

DETAIL

DETAIL

O Ring if required

" (max.)2 12'-9

1'-5" (max.)

DETAIL

12" into bedrock to and embedded a min.

footing to be extended

Cast-in-place or precast

>3 feet - 2 per joint

<3 feet - 1 per joint

Stem wall height, inside face

Stem wall

SUPPLEMENTAL PRECAST CONCRETE STEM WALL TIE

m a x bend down & twist

Base channel anchor lugs, Concrete stem wall tapered holes permitted when precast

" Ø Hole for 1" Ø joint tie,4

DETAIL A

Flow

SECTION A-A

Flow

SECTION B-B

PLAN

FSR 2800 MP 10.3-10.4

LEGEND:

PLAN

K.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 k b .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Install soil erosion control devices as needed.

representation. Adjust to fit field conditions.

Site not surveyed. Horizontal alignment is a

2.

1.

NOTE:

Edge of road

300'

12'

A A

Pipe culvert

B

B

17'

See U.9 for detail (5 CUYD) class 3 riprap end treatment, Placed riprap, method B, See U.9 for detail (5 CUYD) class 3 riprap end treatment, Placed riprap, method B, minimum 2' thick (16 CUYD) class 3, riprap apron, Placed riprap, method B, class 4, see Detail A (113 CUYD)

Placed riprap, method B, See U.9 for detail (12 CUYD) class 3 riprap end treatment, Placed riprap, method B, See U.9 for detail (12 CUYD) class 3 riprap end treatment, Placed riprap, method B, 45'

45'

27'

Roadway Reconditioning

108" pipe culvert method B, class 4

Placed riprap, method B, class 4, Placed riprap, (government furnished)

Install 36-inch pipe culvert

Remove existing 18-inch pipe culvert

MP 10.3

(government furnished)

Install 108-inch pipe culvert

Remove existing 36-inch pipe culvert

MP 10.4

Geotextile filter, class 1, type C

PLAN

FSR 2800 MP 11.0 (11.4)

LEGEND:

NO SCALE

DETAIL A

Flow

SECTION A-A

Flow

SECTION B-B

PLAN

L.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 lb .d g n

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

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Install soil erosion control devices as needed.

Adjust to fit field conditions.

Site not surveyed. Horizontal alignment is a representation.

2.

1.

Edge of Road

NOTE:

96-inch pipe culvert

See U.9 for detail (10 CUYD) class 3 riprap end treatment, Placed riprap, method B, FOOTNOTE:

See U.9 for detail (10 CUYD) class 3 riprap end treatment, Placed riprap, method B, A A

Pipe culvert

B

B 45'

45'

Roadway Reconditioning method A, class 4

Placed riprap, method A, class 4, Placed riprap, 20'

96" pipe culvert

[1]Roadway excavation (18 CUYD) bottom width, 1V:1H side slopes, and 3-foot minimum depth.

Excavate up drainage by 20 ft. Provide channel of 5-foot[1]

See Detail A (80 CUYD) method B, class 4.

Placed riprap, NO SCALE TYPICAL SECTION

FSR 2810 MP 2.3

70 LNFT (L.2)

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

Turf establishment[1]

M.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 m a .d g n

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

a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

LC

Profile grade

2%

Exis…