Skykomish_100__PlanSet.pdf

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Project Location

WASHINGTON KEY MAP

TYPE OF CONSTRUCTION:

Grading, aggregate, asphalt paving, drainage, special rock embankment

DESIGN DESIGNATION:

ADT (2018)

ADT (2038)

V e (max)

<400 <400

20-25 MPH

0.06

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PROJECT MANAGER

M. MILLER

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PLANS FOR PROPOSED PROJECT

WA FS ERFO 2016(1)-20(2)

SKYKOMISH EMERGENCY REPAIRS 2016

MT. BAKER-SNOQUALMIE NATIONAL FOREST

SNOHOMISH COUNTY AND KING COUNTY·

WASHINGTON

N

SEA

LENGTH 0. 733 MILES

SCALE IN MILES

0 10 20 30

PROJECT SITES

SEE SHEET A.3

FOR VICINITY MAPS

STATE PROJECT

WA FS ERFO 2016(1)-20(2)

INDEX TO SHEETS

A. GENERAL INFORMATION

A.l TITLE SHEET

A.2 PLAN SYMBOLS AND ABBREVIATIONS

A.3 VICINITY MAP

SURVEY CONTROL

B. SUMMARIES

SUMMARY OF QUANTITIES

A.4

B.1-2

C.63-16.6

C.1 FSR 63-16.6 TYPICAL SECTION

C.2 ROADWAY PLAN AND PROFILE

C.3 AOP CULVERT PLAN AND PROFILE

C.4 AOP CULVERT ELEVATIONS

D. 63-17.2

D.l FSR 63-17.2 TYPICAL SECTION

D.2 ROADWAY PLAN AND PROFILE

D.3 AOP CULVERT PLAN AND PROFILE

AOP CULVERT ELEVATIONS

AOP DETAILS

E. 63-18.1

D.4 D.5-7

E.1 FSR 63-18.1 TYPICAL SECTION

E.2 FSR 63-18.1 PLAN

F. 63-18.3

F.1 FSR 63-18.3 TYPICAL SECTION

F.2 FSR 63-18.3 PLAN

G. 63-18.8

G.1 FSR 63-18.8 TYPICAL SECTION

G.2 FSR 63-18.8 PLAN

H. 65-2.5

H.l FSR 65-2.5 TYPICAL SECTION

H.2 FSR 65-2.5 PLAN

I. 65-4.08

1.1 FSR 65-4.08 PLAN

1.2 METAL END SECTION

J. 6066-5.89

J.1 FSR 6066-5.89 TYPICAL SECTION

J.2 FSR 6066-5.89 PLAN

J.3 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED

K. EROSION CONTROL PLANS

K.1-3 FSR 63-16.6 EROSION CONTROL PLANS

K.4-6 STANDARD EROSION CONTROL DRAWINGS

L. DRAINAGE

L.1 DRAINAGE SUMMARY

L.2 CULVERT RIPRAP HEADWALL DETAIL

L.3-4 STANDARD CULVERT/DRAINAGE DRAWINGS

M. TRAFFIC CONTROL PLANS

M.1-2 TRAFFIC CONTROL PLANS

M.3-4 STANDARD TRAFFIC CONTROL DRAWINGS

APPROVED:

4JAhl� Chief of Engineering, Western Federal Lands Highway Division

DATE

SHEET

NUMBER

A.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 SYMBOLS

P

M

F e b r u a r y

U

S C 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(2)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

SCALE IN MILES

S N O Q U A L M I E

N A T I O N A L

F O R E S T

NF-66

N F -6

T26N

T27N

32 33

15 14

12 7

161713 18

23 24

R

E

R

ES N O Q U A L M I E

N A T I O N A L

F O R E S T

MINERAL SPRINGS

GARLAND

T28N

T29N

11 12

R

E

R

E

1314 18

31 32

VICINITY MAPS

SNOQUALMIE COUNTY

KING COUNTY

HTUOS

KROF

HSI

MOKYYS

RIVER

BURLINGTON

N O

R T

H E R

N

B E

C K

L E

R

RIVER

NN

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D 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(2)

A

M a r c h

S

C h a p m a n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

6066-5.89

RR

SKYKOMISH

To Sultan

26 miles

65-4.08

65-2.5

S K

Y K

O M

IS

H

N O

R T H

R

IV

E R

B la n c a L a k e

Clacier

Columbia

Lake

Goblin

N F -6

63-18.1

63-17.2

63-16.6

63-18.8

63-18.3

To Index

17 miles site

Waste

NF-

N F -6

N F -6

N F

Material Stockpile

Jack's Pass

Material Stockpile

Beckler Pit

63 - 18.8 (47.923800, -121.283517)

63 - 18.3 (47.922817, -121.294617)

63 - 18.1 (47.921967, -121.307217)

63 - 17.2 (47.913033, -121.313317)

63 - 16.6 (47.910550, -121.313450)

FSR-MP (Latitude, Longitude)

Vicinity Map for Site:

Vicinity Map for Site:

FSR-MP (Latitude, Longitude)

65 - 2.5 (47.74398, -121.31630)

65 - 4.08 (47.76607, -121.30599)

6066 - 5.89 (47.72495, -121.28260)

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

63 Road MP 16.6-17.2

17101 4852.737 9946.400 3000.292 5/8" IR W/FHWA ALUM CAP

17102 5000.000 10000.000 3000.000 5/8" IR W/FHWA ALUM CAP

17103 5134.364 10050.148 2999.753 5/8" IR W/FHWA ALUM CAP

17104 5291.987 10070.273 2995.495 5/8" IR W/FHWA ALUM CAP

17105 5707.525 10100.283 3023.233 5/8" IR W/FHWA ALUM CAP

17106 5840.883 10174.110 3028.155 5/8" IR W/FHWA ALUM CAP

17107 5955.718 10206.629 3032.756 5/8" IR W/FHWA ALUM CAP

17108 6125.386 10289.176 3032.491 5/8" IR W/FHWA ALUM CAP

17109 6271.681 10309.750 3037.888 5/8" IR W/FHWA ALUM CAP

6066 Road MP 5.89

17101 5034.942 9878.145 3004.109 5/8" IR W/FHWA ALUM CAP

17102 5000.000 10000.000 3000.000 5/8" IR W/FHWA ALUM CAP

17103 4983.807 10105.251 2996.186 5/8" IR W/FHWA ALUM CAP

PROJECT : Skykomish ERFO 2017 DATE OF FIELD WORK : July 2017 DATE OF FINAL ADJUSTMENT :July 2017

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed VERTICAL DATUM : Assumed

PROJECT COORDINATES

C

M yF ile s\

M

IS

C \P

W

W A E

R

FO

6-

(2 co nt ro l_ sh ee t1 .x ls x]

S he et

-M ar

-2

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.4

SHEET

NUMBER

FS ERFO 2016(1)-20(2)WA

SURVEY CONTROL

Sheet and Description

FSR 63-16.6 FSR 63-17.2 FSR 63-18.1 FSR 63-18.3 FSR 63-18.8 FSR 65-2.5 FSR 65-4.08 FSR 6066-5.89 ALLOWANCE Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0030 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0040 15401-0000 CONTRACTOR TESTING LPSM ALL

A0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0060 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 63-17.2) LPSM All ALL

A0070 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(FSR 63-16.6) LPSM All ALL

A0080 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING LPSM All All ALL

A0090 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 350 350 100 50 50 900

A0100 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 1 1 12 2 2 1 1 5 25

A0110 20102-0000 CLEARING AND GRUBBING LPSM All All All All All All ALL

A0120 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 2 3

A0130 20401-0000 ROADWAY EXCAVATION CUYD 32 80 21 7 140

A0140 20403-0000 UNCLASSIFIED BORROW

(GOVERNMENT FURNISHED) CUYD 735 740 600 100 100 425 2,700

A0150 20702-0200 GEOTEXTILE FILTER, CLASS 1,

TYPE B (NON-WOVEN) SQYD 25 111 14 150

A0160 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 25 75 100 200

A0170 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 475 201 24 700

A0180 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 80 85 376 273 151 17 98 1,080

A0190 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 20 5 25

A0200 30302-1000 DITCH RECONDITIONING LNFT 20 180 20 220

A0210 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 15 2 17

A0220 60201-1200 48-INCH PIPE CULVERT LNFT 60 60

A0230 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 1 1

A0240 60220-0000 PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 20 20 40

A0250 60704-0000 CLEANING CULVERT IN PLACE EACH 6 1 3 10

MileStone: 100% Date Completed: In Progress Report Date: 09/06/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 6-

S ep

-2

:2

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0

EE

B A C S _S

O Q

.x ls m ]S he et

STATE PROJECT

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

SHEET

Sheet and Description

FSR 63-16.6 FSR 63-17.2 FSR 63-18.1 FSR 63-18.3 FSR 63-18.8 FSR 65-2.5 FSR 65-4.08 FSR 6066-5.89 ALLOWANCE Bid Schedule

A0260 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40 8 2 90

A0270 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 20 20 8 2 50

A0280 62301-0000 GENERAL LABOR HOUR 8 8 8 8 8 8 8 8 16 80

A0290 62502-0000 TURF ESTABLISHMENT SQYD 760 1,260 1,000 280 3,300

A0300 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 95 5 100

A0310 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 1 3

A0320 63502-0900 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 28-INCH EACH 20 5 25

A0330 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 47 36 7 90

A0340 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 180 60 10 250

A0350 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 15 15 2 32

A0360 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 270 270 30 570

A0370 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 460 706 134 1,300

No adjustment were made for shrink/swell.

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number c:

\m yf ile s\ pw

_p ro du ct io n\ d0

EE

B

AC

S_

SO

Q .x ls m

]S he et

2)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

6- Se p-

1:

A M

MileStone: 100% Date Completed: In Progress Report Date: 09/06/18

STATE PROJECT

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

SHEET

11+00.00 to 14+07.00

[1] 2% [1]2%

1:3

1:2

FSR 63-16.6

TYPICAL SECTION

FSR 63-16.6

C le a r in g l im itC le a r in g l im it

CONNECTION DETAIL

1:2 [1]1:3

[1]

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(2)

A p r il

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

LC

Existing ground

Turf establishment

Existing roadway

FOOTNOTE:0.25 D

D

Existing ground

C le a r in g l im it

S lo p e s ta k e

D

0.25 D

C le a r in g l im it

Existing ground

10'

B = 5'5'

5'5'

Profile grade stake

Slope

6" compacted depth

Roadway aggregate, method 1, 6" compacted depth

Roadway aggregate, method 1, ROUNDING DETAIL

CUT SLOPE

ROUNDING DETAIL

FILL SLOPE

12'-0" (min.)

Varies

See Plans

S ta k in g l im it

S ta k in g l im it

Varies

See Plans

Turf establishment

Unclassified borrow (Government furnished) front slope rounding distance proportionally to the cut height dimension and reduce the

For cut heights less than "B", reduce "B"

Construct slopes as shown in the Staking Report.[1]

CP

17103 17102

CP

17101

CP

02990

,0

.7

,0

.8

+0.2000%

101' VC

K = 18

,0

.6

5.

100' VC

K = 7

SSD = 129'

,0

.1

-7.6205%

-3.7651%

70' VC

K = 18

,9

.2

P C

.0

P T

.5

P C

.6

P T

.3

P O

T

.8

CUYD

EXC.

CUYD

EMB.

15+0014+0013+0012+0011+0010+00

2994 2994

2996 2996

2998 2998

3000 3000

3002 3002

3004 3004

3006 3006

3008 3008

N

D

Curve= C9

R= 711.57'

T= 64.93'

L= 129.50'

Curve= C10

D

R= 400.00'

T= 47.05'

L= 93.67'

FSR 63-16.6

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(2)

A u g u s t

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

BEGIN WORK

END WORK

Profile grade

Existing ground

Staking limits

Edge of gravel

NOTE:

4 5

14 13

S e e S h e e ts C .3

C o n s tr u c t b o x c u lv e r t

.7

Channel reconstruction. See Sheet C.3-4

Construct box culvert. See Sheets C.3-7

12+65.7

Clearing limits debris under Section 622

Removal of woody

Clearing limits

11+00.00

FSR 63-16.6

El= 3,000.74

E= 9,947

N= 4,879

14+07.00

FSR 63-16.6

El= 2,999.26

E= 10,047

N= 5,168 constructed

Line to be 43.18' LT

12+65.65,

78.10 LT

12+61.04, 9.88' RT

12+65.65, 43.89' RT

12+62.44, 53.33' RT

12+60.21, 62.40' RT

12+56.66, 71.25' RT

12+52.61, as approved by CO.

Clearing limits may be changed to fit field conditions 1.

Flow

N

PIPE INLET OUTLET

FISH SPECIES:

INSTREAM WORK WINDOW: 7/1- 9/15

ACTIVE CHANNEL WIDTH: 15 feet

LENGTH: 20 feet

INFILL TYPE: SBM

SPAN: 20'-0"

FLOWLINE SLOPE: 0.15 ft/ft

TYPE: Conserved

INV N/E/EL: 2988.4 INV N/E/EL: 2988.4

HYDRAULIC INFORMATION

100 100

OHW : 1.5 feet

HW : 3.0 feetQ : 349 cfs

PIPE SLOPE: 0.0 ft/ft

RISE: 16'-0"

SCALE IN FEET

0 1010 20 25

Q : 102 cfs TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

BEVEL: None BEVEL: None

LOWER BEVEL HEIGHT: None LOWER BEVEL HEIGHT: None

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 10 feet BURIAL DEPTH: 7 feet

PLAN & PROFILE

AOP CULVERT

FSR 63-16.6

C.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 c c .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

.H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y transition to existing stream channel shape and locate for smooth

New stream channel CL, 65 LNFT, LC grade contour

Existing

New culvert transition to existing stream channel shape and locate for smooth

New stream channel CL, 65 LNFT,Station 12+65.7

New channel bottom edge

Existing channel edge

New channel bottom edge

Existing channel edge

New precast wingwall (16 LNFT)

(20 LNFT)

concrete box culvert

New 20' x 16' precast

New precast wingwall (24 LNFT)

Line to be constructed

135°

10'-0"

LCExisting roadElev 3007.6'

Elev 3007.6'

Elev 2998.4'

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

8090100110120130140 80 90 100 110 120 130 140 150 locate as needed

Temporary flow barrier, Existing stream bottom

0.11 Ft/Ft

0.18 Ft/Ft

Match existing stream bottom

Elev 2987.4'

Elev 2985.4'

0.15 Ft/Ft

Elev 2994.4'

New precast wingwall (16 LNFT)

New precast wingwall (24 LNFT)

(20 LNFT)

concrete box culvert

New 20' x 16' precast barrier, locate as needed

Temporary flow materialConserved streambed

New stream channel Flowline

Placed riprap, method A, class 3 (typ.)

locate as needed

Temporary flow barrier locate as needed

Temporary flow barrier

100-yr Water Surface profile

ELEVATIONS

AOP CULVERT

FSR 63-16.6

C.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 c d .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b

CULVERT INLET

CULVERT OUTLET

TYPICAL CULVERT CHANNEL

Placed riprap, class 3 concrete box culvert

New 20' x 16' precast

Flowline

Elev 3005.4'

Existing grade, upstream

Floor Elev 2988.4'

Elev 2987.4'

Elev 2998.4' transition to existing stream channel shape and locate for smooth

New stream channel surface, Placed riprap, class 3 concrete box culvert

New 20' x 16' precast

Elev 3005.4'

Elev 2985.4'

Elev 2994.4' Existing grade, downstream

Channel bottom edge

Precast cutoff wall Remove existing 108" CMP

Remove existing 108" CMP

2'-6"

2'-6"

New precast wingwall (24 LNFT)

New precast wingwall (16 LNFT) materialstreambed

Conserved materialstreambed

Conserved Floor Elev 2988.4' transition to existing stream channel shape and locate for smooth

New stream channel surface, Channel bottom edge

5' see Sheets C.1-2

Roadway, 5' see Sheets C.1-2

Roadway, 15'

12'

100-yr Water Surface

2-yr Water Surface

Flowline

100-yr Water Surface

2-yr Water Surface

Top of wall Elev 3007.6'

Top of wall Elev 3007.6'

NO SCALE

21+81.77 to 25+37.62

2% [1]2%

FSR 63-17.2

TYPICAL SECTIONS

FSR 63-17.2

1:3

1:

C le a r in g l im it

C le a r in g l im it

1:

[1

1:3 [1]

CONNECTION DETAIL

[1]

[1]

[1]

[1]

S ta k in g l im it

S ta k in g li m it

See Plans See Plans

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(2)

A u g u s t

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

0.25 D

D

Existing ground

C le a r in g l im it

S lo p e s ta k e

D

0.25 D

C le a r in g l im it

Existing ground

10'

B = 5'5'

5'5' stake

Slope

LC

Existing ground

Turf establishment 12' (min.)

Profile grade

Existing roadway

6" compacted depth

Roadway aggregate, method 1, 6" compacted depth

Roadway aggregate, method 1, ROUNDING DETAIL

CUT SLOPE

ROUNDING DETAIL

FILL SLOPE

Varies Varies

Turf establishment

Unclassified borrow (Government furnished) front slope rounding distance proportionally to the cut height dimension and reduce the

For cut heights less than "B", reduce "B" have Staking Notes or Cross Sections. See Sheet H.1 for height.

Construct slopes as shown in the Staking Report. Site 65-2.5 will not[1]

17106

17107

17108

CPCPCPCP

CP

CP

El= 3,029.34

E= 10,147.96

N= 5,28.64

El= 3,032.79

E= 10,282.73

N= 6,157.99

L O

G

,0

.3

,0

.4

+4.

60' VC

K = 25

,0

.6

+2.36 39% -3.5232%

60' VC

K = 10 3 ,0

.7

SSD = 213'

P O

T

.1

P O

T

.9

N

CUYD

EXC.

CUYD

EMB.

26+0025+0024+0023+0022+00

3026 3026

3028 3028

3030 3030

3032 3032

3034 3034

FSR 63-17.2

21+00

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 d b .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

BEGIN WORK END WORK

Profile grade

Existing ground

Line to be constructed

Staking limits riprap inlet and outlet protection

Install 48" pipe culvert with

22+80

NOTE:

1.

o u tl e t p r o te c ti o n w it h r ip r a p i n le t a n d

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

S e e S h e e ts D .3

C o n s tr u c t b o x c u lv e r t

.0

See Sheets D.3-5

Construct box culvert

24+22 edge of gravel

Proposed approved by the CO.

devices may be changed to fit field conditions as

Final location of clearing limits and erosion control

4 5

14 12

24+22.00, 10' Rt

Clearing limits

Clearing limits

21+81.77

FSR 63-17.2

25+37.62

FSR 63-17.2

112' Rt.

24+33.44, 24+33.44, 112' Lt See Sheets D.3-4

Channel reconstruction.

[1]

FOOTNOTE:

Remove culvert

#13 and #14 are not shown.

Location of clearing limit points #12, Flow

N

PIPE INLET OUTLET

FISH SPECIES:

INSTREAM WORK WINDOW: 7/1- 9/15

ACTIVE CHANNEL WIDTH: 16 feet

LENGTH: 20 feet

INFILL TYPE: SBM

SPAN: 20'-0"

FLOWLINE SLOPE: 0.16 ft/ft

TYPE: Conserved

INV N/E/EL: 3018.7 INV N/E/EL: 3018.7

HYDRAULIC INFORMATION

100 100

OHW : 1.5 feet

HW : 3.5 feetQ : 413 cfs

PIPE SLOPE: 0.0 ft/ft

RISE: 16'-0"

SCALE IN FEET

0 1010 20 25

Q : 121 cfs TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

BEVEL: None BEVEL: None

LOWER BEVEL HEIGHT: None LOWER BEVEL HEIGHT: None

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 9 feet BURIAL DEPTH: 6 feet

PLAN & PROFILE

AOP CULVERT

FSR 63-17.2

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(2)

A u g u s t

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b transition to existing stream channel shape and locate for smooth

New stream channel CL, 110 LNFT, LC grade contour

Existing

Placed riprap, class 3

New culvert

Placed riprap, class 3

(L-20') concrete box culvert

New 20' x 16' precast

(L-24')New precast wingwall transition to existing stream channel shape and locate for smooth

New stream channel CL, 105 LNFT, New precast wingwall (L-16')

Station 24+22.0

10'-0"

New channel bottom edge Existing channel edge

Existing channel edge

New channel bottom edge

20' x 100' x 4'

Remove channel debris, debris, 20' x 105' x 3'

Remove channel

Line to be constructed

135°

LC

locate as needed

Temporary flow barrier, Elev 3037.9'

(L=20') concrete box culvert

New 20' x 16' precast

0.16 Ft/Ft

Elev 3017.7'

Elev 3037.9'

Elev 3024.7'

Elev 3028.7'

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

8090100110120130140 80 90 100 110 120 130 140 150

Existing stream bottom

0.14 Ft/Ft

0.18 Ft/Ft

20' x 105' x 3'

Remove channel debris, New precast wingwall (L-16')

New precast wingwall (L-24')

Elev 3014.7'

20' x 100' x 4'

Remove channel debris, stream bottom

Match existing barrier, locate as needed

Temporary flow log from channel

Remove existing

Existing road materialstreambed

Conserved

New stream channel FL.

New stream channel FL.

section 622 from channel under

Remove existing log locate as needed

Temporary flow barrier locate as needed

Temporary flow barrier

100-yr Water Surface profile

ELEVATIONS

AOP CULVERT

FSR 63-17.2

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 d d .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b

CULVERT OUTLET

TYPICAL CULVERT CHANNEL

Placed riprap, class 3 concrete box culvert

New 20' x 16' precast

Flowline

Elev 3035.7'

Existing grade, upstream

Floor Elev 3018.7' Elev 3017.7'

Elev 3028.7' transition to existing stream channel shape and locate for smooth

New stream channel surface, Placed riprap, class 3 concrete box culvert

New 20' x 16' precast

Flowline

Elev 3035.7'

Floor Elev 3018.7' Elev 3014.7'

Elev 3024.7' transition to existing stream channel shape and locate for smooth

New stream channel surface, New precast wingwall (L-16')

New precast wingwall (L-24')

Existing grade, downstream

Channel bottom edge

Channel bottom edge

5'

5'

16'

13'

2'2'

Top of wall Elev 3037.9'

Top of wall Elev 3037.9' materialstreambed

Conserved materialstreambed

Conserved

Precast concrete cutoff wall see Sheet D.1

Roadway, See Sheets D.1

Roadway, 100-yr Water Surface

2-yr Water Surface

100-yr Water Surface

2-yr Water Surface

PLAN

Flow

A

A

BB

NOTE:

FOOTNOTE:

[4]

Material.

Quantities included in Item 64704-1000 Mitigation, Streambed[4] dimension.

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

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

Slope streambed aggregate towards flowline to ensure[1]

4.

3.

2.

1.

shown. Mix 6 fish passage boulders evenly through streambed material.

Use conserved streambed material. Place 9 fish passage boulders as

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.

LOCATION

(FT)

D

(FT)

W

(IN)

GRADATION

COBBLE

STREAMBED

INFILL INFORMATIONAL QUANTITIES

(CUYD)

COBBLE

STREAMBED

(CUYD)

SEDIMENT

STREAMBED

15 Class E 25

(CUYD)

STONE

BANK

20 30

(IN +/- 4)

BOULDER DIAMETER

FISH PASSAGE

ITEM DESCRIPTION UNIT

EACH

64703-6000

64704-1000

QUANTITY

MITIGATION QUANTITIES

CUYD

90 180FSR 63 MP 16.6

360 50

FSR 63 MP 17.2 20 16 Class E 90 180 30 25

INTERIOR TREATMENT

CULVERT

SIMULATED STREAM

TOTAL

J

B u r k e through streambed material.

mix 6 fish passage boulders evenly place 9 fish passage boulders as shown.

Use conserved streambed material.

D.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 d e .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

H a r r is

C h e c k e d b y

D e s ig n e d b y

Mitigation, fish passage boulder

Mitigation, streambed material

SECTION A-A

Flow

D2

SECTION B-B

L C

D

D (typ.)

D (typ.)4

(typ.)

(typ.)

36" min.

or Length on plan sheet

W

Streambed sediment

Streambed cobble

Channel flowline

Box culvert wall boulder

Fish passage boulder

Fish passage

[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

"top

Streambed

Channel flowline

Streambed sediment

Culvert wall

Culvert outlet

Culvert inlet

Streambed cobble sediment

Streambed wall Round pipe culvert wall Pipe arch culvert

Varies

DETAILS

BOX CULVERT RIPRAP

Flow

ITEM NO. DESCRIPTION UNIT QUANTITY

20701-0200

25101-0300

SQYD

CY

RIPRAP QUANTITIES

25SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

PLACED RIPRAP, METHOD A, CLASS 3 25

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 d f.

d g n

WA FS ERFO 2016(1)-20(2)

e p te m b e r

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

SECTION A-ATYPICAL CULVERT PLAN

Varies

Proposed road grade

Wingwall footing

Wingwall top

A

A

Wingwall inside faceWingwall inside face

Stream bank toe

Stream bank toe wall Box culvert

NOTE:

NO SCALE

Culvert & streamLC Culvert & streamLC transition to existing bank top and toe.

1. Place conserved streambed material over riprap as needed for method A, class 3

Placed riprap, Box culvert headwall

Placed riprap, method A, class 3

Stream bank top

Stream bank top

Placed riprap, method A, class 3

' 5

5' outside face

Wingwall class 1, type B

Geotextile filter, class 1, type B

Geotextile filter, 5'

" (min.)2 12'-6

1'-3" (min.)

ty p

STRUCTURAL DETAILS

BOX CULVERT

SECTION PROFILE

D.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 d g .d g n

WA FS ERFO 2016(1)-20(2)

A p r il

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y plate assembly

Welded connection

Headed Stud

GENERAL NOTES:

Varies

15°

Precast footing

O Ring if required over pipe joint

Do not install fastener m a x precast permitted when

Tapered holes

" (max.)2 12'-9

(ref.)

"8 11 "2 on top and sides

(outside joint) mastic joint wrap

Grout and 9" wide box culvert

Outside of box culvert

Inside of "2

14 " (ref.)8

Non-shrink grout

V a ri e s

" Gap2

1¼" Mastic rope foam gasket

Closed cell

1'-5" (max.)

WATERTIGHT BOX JOINT SECTION

CONNECTION PLATE DETAIL

SUPPLEMENTAL CONCRETE PIPE TIE

WINGWALL DETAIL

Non-shrink grout 1¼" Mastic rope foam gasket

Closed cell for 1"Ø joint tie

"Ø Hole4

Install tie rods or connector plates per manufacturer between precast sections (typ.)

along both sides (typ.)

" Bevel2 1" x 22

12" depth material, Bedding

BOX CULVERT BEDDING DETAIL

Bedding material

R is e

Span Thickness

R is e

DETAIL

HEADWALL AND CUTOFF WALL

Headwall (per precast culvert manufacturer)

Span + 4' plates (typ.)

connection

Embedded

Cutoff wall (per precast culvert manufacturer)

P e r p la n

10" spaced 2'-6" max.

No. 8 dowels

3" dia. holes with culvert manufacturer)

Cutoff wall (per precast

12" depth Bedding material, (per manufacturer)

Wire mesh (typ.)

in 6" lifts

Backfill compacted

Bearing capacity: 2 ton/sq. ft.

Unit weight: 125 lbs/cu. ft.

SOIL:

Provide 2-inch minimum concrete cover to the face of any bar.

ASTM A1064.

(ASTM, A615) grade 60, or welded wire reinforcing conforming to

Furnish reinforcing steel bars conforming to AASHTO M31, deformed

REINFORCING STEEL:

Chamfer all exposed edges 3/4-inch.

compressive strength f'c=4,500 psi.

Furnish structural concrete, class A(AE) with minimum 28-day design

CONCRETE:

HL-93.

LIVE LOAD:

Soil: 125 lb per cubic foot.

Concrete: 150 lb per cubic foot.

DEAD LOAD:

latest edition.

accordance with AASHTO LRFD Bridge Design Specifications, Design cut -off walls, headwalls, wingwalls, and footings in

Design precast culverts in accordance with Section 602.

DESIGN:

precast sections.

Install tie rods or connector plates per manufacturer between

104.

plans and provide shop drawings for review by the CO. See section walls conforming ASTM-C1577 and to the and grades shown in the

Provide precast concrete culverts, headwalls, wingwalls, and cut-off

FP-14 (U.S. Customary).

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

Detail is for general information only.

CONSTRUCTION:

Typical Section

Roadway See spaced 2'-6" max.

No. 8 dowels

3" dia. holes with

R is e

Span culvert manufacturer)

Headwall (per precast

P e r p la n

12"

3% le a r in g l im it s

C le a r in g l im it s

1:3 1:3

FSR 63-18.1

TYPICAL SECTION

FSR 63-18.1

CONNECTION DETAIL

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(2)

M a r c h

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

Existing roadway

Existing ground

6" compacted depth

Roadway aggregate, method 1, 6" compacted depth

Roadway aggregate, method 1, Profile grade as approved by CO

LC

12' (min.)5' 5'

Unclassified borrow (Government furnished)

30+00 to 44+35

PLAN

FSR 63-18.1

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 f1 e b .d g n

WA FS ERFO 2016(1)-20(2)

A p r il

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

3 3 4 3 5 3

3 4

42+35 Clean culvert in place directed by CO, typ.

Install check dam as

LEGEND:

NOTE:

2.

1.

30+00.00

FSR 63-18.1

BEGIN WORK

44+35.00

FSR 63-18.1

END WORK

Check dam conditions as approved by the CO.

Final location of erosion devices may be changed to fit field

Adjust to fit conditions.

Site not surveyed. Horizontal alignment is a representation.

directed by CO, (typ.)

Install check dam as

44+35 Clean culvert in place

32+50 Clean culvert in place

36+35 Clean culvert in place

37+50 Clean culvert in place

39+00 Protect existing culvert

43+35 Clean culvert in place section of culvert under section 622.

43+35 Remove damaged outlet le a r in g l im it

3%

C le a r in g l im it s

FSR 63-18.3

TYPICAL SECTION

FSR 63-18.3

CONNECTION DETAIL

1:3

1:3

50+00 to 60+50

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(2)

M a r c h

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

Existing roadway

Existing ground

6" compacted depth

Roadway aggregate, method 1, 6" compacted depth

Roadway aggregate, method 1, Profile grade as approved by CO

LC

12' (min.)5' 5'

6 5 7 5 8 5

N

N

PLAN

FSR 63-18.3

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(2)

M a r c h

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

NORTH FORK SKYKOMISH RIVER

LEGEND:

NOTE:

2.

1.

conditions as approved by the CO.

Final location of erosion control devices may be changed to fit field to fit field conditions.

Site not surveyed. Horizontal alignemtn is a representation. Adjust

Check dam

BEGIN WORK

50+00.00

63-18.3

END WORK

60+50.00

63-18.3 directed by CO, typ.

Install check dam as

Ditch reconditioning

50+30 - 50+50

3% le a r in g l im it s

1:3

FSR 63-18.8

C le a r in g l im it

TYPICAL SECTION

FSR 63-18.8

CONNECTION DETAIL

1:3

70+00 to 75+80

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(2)

M a r c h

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

Existing roadway

Existing ground

6" compacted depth

Roadway aggregate, method 1, 6" compacted depth

Roadway aggregate, method 1, LC

Profile grade as approved by CO.

12' (min.)5' 5'

PLAN

FSR 63-18.8

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(2)

M a r c h

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

NORTH FORK SKYKOMISH RIVER

LEGEND:

NOTE:

2.

1.

BEGIN WORK

N=

75+80.00

63-18.8

END WORK

conditions as approved by the CO.

Final location of erosion control devices may be changed to fit field to fit field conditions.

Site not surveyed. Horizontal alignment is a representation. Adjust

Check dam

See Sheet K.3 directed by CO, typ.

Install check dam as

70+00.00

63-18.8

1:3

FSR 65-2.5

~95'

:1

TYPICAL SECTION

FSR 65-2.5

1:2 (m ax.)

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(2)

e p te m b e r

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

Existing ground

Benching per Section 204

Existing ground

8" compacted depth

Roadway aggregate method 2, LC shldr.

2'

Existing travel lane

12'

Existing travel lane

12' shldr.

2'

6' (max.)

m a x existing Match

See Sheet J.3 mechanically-placed.

Special rock embankment, tack coat

Sawcut and

4" compacted depth placed in two-lifts

Asphalt concrete pavement, type 2

Geotextile filter, class 1, type B (non-woven)

2'Recondition ditch m in

12-inch compacted depth

NF-65

Ditch reconditioning Ditch reconditioning

PLAN

FSR 65-2.5

H.2

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-20(2)

p r il

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

30'

24" Existing pipe culvert

36" Existing pipe culvert

95'±

Existing edge of pavement pavement structure

See Sheet H.1 for

150'

Existing pavement marking

Existing toe of fill

LEGEND:

Fiber rolls

Fiber rolls

NOTE:

Pavement marking, type B, solid, 4" white

95' ± m a x

See Sheet J.3 mechanically-placed.

Special rock embankment, See Sheet D.9 for culvert bedding requirements.

conditions as approved by the CO.

Final location of erosion control devices may be changed to fit field to fit field conditions.

Site not surveyed. Horizontal alignment is a representation. Adjust

3.

2.

1.

NF-65

:1

:1

BERM REMOVAL DETAIL

PLAN

FSR 65-4.08

Check Dam

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(2)

A p r il

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

NOTE:

2.

1.

LEGEND:

Opening

2' end section for 24" pipe and clean catch basin

Remove damaged section of inlet, install metal

Opening

2'

Existing berm

Check dam

See berm removal detail

Existing berm field conditions as approved by the CO.

Final location of erosion control devices may be changed to fit

Adjust to fit field conditions.

Site note surveyed. Horizontal alignment is a representation.

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

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

SLOPE

Approx.

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

SLOPE

Approx.

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

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

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

Fabricate multiple piece bodies with lap seams tightly joined

602-4

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2007

REVISED: 4/1994 6/2005

METAL END SECTIONS

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2")

STATE PROJECT

NUMBER

SHEET

I.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(2)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 f1 ib .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

5.

6.

7.

8.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

DESIGN C

CONNECTION TO METAL PIPE

OR OUTLET END OF CONCRETE PIPE

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

A

A

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

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

Supplement the reinforced edges of end sections for attached with bolts or rivets.

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

Use toe plate extension where shown on the plans.

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

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

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

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

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

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

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert

FSR 6066-5.89

30+93.00 to 31+57.00

TYPICAL SECTION

FSR 6066-5.89

1:3 [1]

S ta k in g l im it s

2% [1] 2% [1]

:1

Construct slopes and superelevation according to the Staking Report.[1]

S ta k in g l im it

CONNECTION DETAIL

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(2)

A u g u s t

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Existing ground

LC

Roadway aggregate, method 1, 6" compacted depth

Conserved material

12' (min.)

Toe of SRE

See Sheet J.3

Special Rock Embankment.

Unclassified borrow (Government furnished)

12-inch compacted depth

Existing roadway 6" compacted depth

Roadway aggregate, method 1, CP

17101

CP

17102

CP

17103

,9

.3

-3.6892%

,0

.8

,9

.6

-3.1038%

,9

.6

-2.4385%

,9

.0

-2.5632% +0.7969%

,9

.2

P C

.0

P R

C

.0

P R

C

.3

Curve= C6

D

R= 168.81'

T= 49.37'

L= 96.06'

Curve= C7

D

R= 134.39'

T= 47.47'

L= 91.27'

Curve= C8

D

R= 1,105.72'

T= 52.16'

L= 104.23'

N

CUYD

EXC.

CUYD

EMB.

30+00 31+00 32+00 33+00

-3.6892%

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(2)

p r il

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

END WORK

BEGIN WORK

See Sheet J.3 rock embankment.

Construct special

BEGIN WORK

END WORK

30+93.00

FSR 6066-5.89

31+57.00

FSR 6066-5.89

30+93.00

FSR 6066-5.89

31+57.00

FSR 6066-5.89

El. 2994.96

17.78' RT

30+97, Toe of SRE

El. 2990.59

22.00' RT

31+01

Toe of SRE

El. 2986.21

26.23' RT

31+05

Toe of SRE

El. 2981.84

30.45' RT

31+09

Toe of SRE

El. 2977.46

34.67' RT

31+13

Toe of SRE

El. 2976.73

34.72' RT

31+37

Toe of SRE

El. 2980.81

30.51' RT

31+41

Toe of SRE

El. 2984.76

26.31' RT

31+45

Toe of SRE

El. 2988.86

22.10' RT

31+49

Toe of SRE

El. 2992.97

17.90' RT

31+53

Toe of SRE

Embankment. See Sheet J.3

Construct Special Rock

El.=3000.46

E= 9,999.76

N= 5,010.37

El.= 2998.37

E= 10,059.28

N= 5,010.35

El.=3000.46

E= 9,999.76

N= 5,010.37

El.= 2998.37

E= 10,059.28

N= 5,010.35

Staking limits constructed

Line to be culvert pipe

Protect existing

NO SCALE

SPECIAL ROCK EMBANKMENT

WELDED WIRE REINFORCEMENT

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT

SPECIAL ROCK EMBANKMENT

J.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 jc .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

[2][3]

Existing ground

Bench Width

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

Finished face

[5]Short term backslope at 4' vertical spacing

Welded wire reinforcement

Rock for special rock embankment

See Sheets H.1 & J.1 for Typical Section

Geotextile filter, class 1, type B, (non-woven)

[6]

[6]

2' (min.)

x

PLAN VIEW

LC

W9.4 x W9.4 wire on 12" c-c

F a c e o f

S lo p e

Staking limits

See Sheet J.2 for details

Toe of SRE

Slope to drain

8' (min.)

Slope ratio used for designed quantity calculations.[6]

30 days.

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

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

Short term back slope ratio per OSHA Safety Regulations [5]

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

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

Welded wire reinforcement not required for finished slope faces[2] not have staking Notes or Cross Sections. See Sheet H.1 for height.

Construct slopes as shown in the Staking Report. Site 65-2.5 will[1]

P a y l im it s

H e ig h t v a r ie s

12" compacted depth

(Government furnished)

Unclassified borrow

B e n c h h e ig h ts v a r ie

Toe elevationVaries

4'

Special rock embankment

V a r ie s reinforcement Welded wire roadway Existing

ELEVATION VIEW

SECTION VIEW

:1 (m a x field conditions as approved by the CO.

Final location of erosion control devices may be changed to fit

29952995

301530

2 1

N

FSR 63-16.6

EROSION CONTROL PLAN

K.1

[1]

SIGN PANEL

SWPPP ALUMINUM

See Sheet M.3 for mounting instructions.

See SCR Subsection 107.01A(d) for installation requirements [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 a .d g n

WA FS ERFO 2016(1)-20(2)

A u g u s t

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Check dam, typ.

Line to be constructed Staking limits

NOTE:

1.

Fiber rolls, typ.

edge of gravel

Proposed

LEGEND:

Flow barrier

NO SCALE

Check dam

Fiber rolls

Flow direction see Sheet D.3-4

Channel reconstruction, 3"

4"C

3"

2"C

2"

2"C

14"

"2

"B2

3'-6"

"8

3IN =

"8

5TH =

"8 1R = 1

BORDER

specific project information)

(adjust text as needed for

White Background

Black Foreground

L O

G

N

FSR 63-17.2

EROSION CONTROL PLAN

conditions as approved by the CO.

Final location of erosion control devices may be changed to fit field

K.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 k b .d g n

WA FS ERFO 2016(1)-20(2)

M a r c h

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Staking limits

NOTE:

1.

Fiber rolls, typ.

edge of gravel

Proposed

LEGEND:

Check dam

Fiber rolls

Flow direction

Flow barrier

NO SCALE

Check dam, typ.

see Sheets D.3-4

Channel reconstruction, 303030

C

N

FSR 6066-5.89

EROSION CONTROL PLAN

conditions as approved by the CO.

Final location of erosion control devices may be changed to fit field

K.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 k c .d g n

WA FS ERFO 2016(1)-20(2)

M a r c h

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Fiber rolls, typ.

Check dam

NOTE:

1.

LEGEND:

Check dam

Fiber rolls

Flow direction

Special rock embankment, see Sheet J.3

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

K.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(2)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 f1 k d .d g n p r il

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

STATE PROJECT

NUMBER

SHEET

K.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(2)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 f1 k e .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

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

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

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

Construct channel at a minimum grade of 0.5 percent.

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

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

NOTE:

with plastic liner or riprap

Temporary diversion channel

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-15

MODERATE GRADES

CHECK DAM

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

K.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(2)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 f1 k f.

d g n

A u g u s t

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

SPACING (max.)

CHECK DAM

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

on ditch grades steeper than 5%.

Do not use fiber roll check dams

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

* Do not use gravel bag check dams

Se e N ote

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

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

Install check dams in ditches perpendicular to the flowline.

installation.

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

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

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

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

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

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

See Note 5

NOTE:

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w

10.4 x 16 20702 -0300

25101 -0300

60201 -1200

60210 -0800

60220 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

G

EO

TE

X

TI

LE

F

IL

TE

R

C

LA

S S

TY

PE

C

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

4-

IN

H

PI

PE

C

U

LV

ER

T

PR

EC

A S T

R

EI

N

FO

R

ED

O

N C R

ET

E B O

X C

U

LV

ER

T

(2 0'

S

PA

N X

6'

R

IS

E)

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD SQYD CUYD LNFT EACH LNFT Lt Rt

FSR 63-16.6, 12+65.70 815 25 25 20 C

FSR 63-17.2, 22+80.00 6 - 86 50 58 10 Rt x/ACP 1 2 Pipe is placed in new embankment

FSR 63-17.2, 24+22.00 1160 25 25 20 C

FSR 65-4.08 - 1 See plans for location

PROJECT TOTAL 1975 136 100 58 1 40

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is listed on Std. 602-1. AS Aluminized steel

C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is listed on Std. 602-1. GS Galvanized steel

P Plastic

3. Aluminum pipe culvert minimum wall thickness is listed on Std. 602-1. (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0

D ra in ag e- Sk yk om is h.

xl sx

]S he et 1-

M ay

-2

2:

P

M J.

B ur ke 1/

K H ar ri so n 1/

D es ig ne d by

C he ck…