WA_FS_ERFO_2016(1)-22(2)_Signoff_Plans.pdf

u V, 2.

C "'

"CJ

.c N

N

Lil

N

C

C.

C. ---

::E Lil a, N a, ,1 total central angle ..1c curve central angle diameter es spiral central angle abut. abutment ADT average daily traffic AH ahead appr. approach

BK back BM bench mark BP balance point

br. bridge brg. bearing cc or c. to c. center to center t centerline cir. clear CMP corrugated metal pipe col. column cone. concrete conn. connection constr. jt. construction joint cont. continuous cs point of curve to spiral ctrs. centers CUFT cubic foot (feet) culv. culvert CUYD cubic yard(s)

D diameter DHV design hourly volume dia. diameter diag. diagonal diaph. diaphragm dist. distance drwg(s). drawing(s)

E east e superelevation rate El. 94.16 ft elevation with number elev. elevation emb. embankment EP edge of pavement EQ or eq. equation edge of road EW edge of water exc. excavation exp. jt. expansion joint fin. finish fig. flange ft2 square foot ft3 cubic foot (feet) ftg. footing

ga. gage (gauge) galv. galvanized hdwl. headwall hex. hexagon HW high water

ID inside diameter

jt. joint

L length of curve lam. lamination lat. latitude LNFT linear foot (feet) long. longitudinal LPSM lump sum Ls length of spiral It. or LT left LW low water

NOTE:

M.L.

M.P.

matt.

max.

MGAL

min.

mon.

N

NC

O. C.

o. to o.

OD

OG

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

ss

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

T

T.

TBM

thd.

TS

Ts typ.

V vph

VPI

w yd2 yd3 main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral point of spiral to curve point of spiral to tangent point of tangent pavement radius range right-of-way roadway reinforcement required right route south seasonal average daily traffic point of spiral to curve section shoulder slurry unit spacing, spaces or spaced square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral symmetrical tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed vehicles per hour vertical point of intersection west square yard cubic yard(s)

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

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

3�1

1 & 6

3�1

;:--r6

----P/L-:;,,-_----P/L---

( 400 )

/ / /NP / / / / / /NP / / / / /

NWR NWR NWR

V 'V 'V 'V 'V 'V 'V

/ NWR

X

G w

_2_ _2_

CP

BH TP

:L. 1234.56 o w

1_Q_1

GPS

JH

N m ii w

STATE PROJECT

WA FS ERFO 2016(1)-22(2)

SHEET

NUMBER

A.2

North Arrow -----4$�pz-- z

Slope Stake Limits

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier

EXISTING

Top of Cut ------- ..

Toe ofFi/1 - - - - - Transition lE- -X- -X-l<

<1fF:

'-1:::.

c-,:-I_I_"I:_I_T_

PROPOSED

wall face

)OE JOE JEJIOC

Retaining Wall v v v v v ' ' ' ' '

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities v u--u u Du IT

Q:- � t>- ► '\,--

1----------"'v-- I '\,-- I

ID:>----------'\,--,_, @) '\,--

I

WDI UD

---P ---P- --P---P--

Underground Utilities w w ---1 w w 1---

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM= steam, T = telephone, TV= CATV, W = water

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

Miscellaneous Utility Features

--0--

-{II}-

T

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

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

, I

·0-- RJW R/W

PJE" P/E

- no symbol - TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

1-----D

ET

A

IL

A

P P

RO

V E

D

FO

R c::

U

SE::....:cll

:::c /2

01:__ _ ___jl DETAIL

REVISED: 9/2005 1/2007 10/2009 10/2014 I w 101-1

Scale in miles

2 1 0 2 4 6

GENERAL VICINITY MAP

N

RD 2324 MP 0.6

RD 2325 MP 3.5

RD 2900 MP 7.6

RD 2900 MP 9.3

RD 2900 MP 10.2

RD 2900 MP 10.4

RD 2500 MP 25

RD 9000 MP 45

LEWIS CO

SKAMANIA CO

Y A

K I

M A C

O

COUGAR

S K

A M

A N I A C

O

C L

A R

K C

O

TROUT LAKE

KLICKITAT CO

MT. ST. HELENS MT. ADAMS

RIFFE LAKE

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d

W A E F a c .d g n

WA FS ERFO 2016(1)-22(2)

A

M

A p r il

K

H a r r is o n

N .P h a

C h e c k e d b y

D e s ig n e d b y

0.5 0.25 0 0.5 1 1.5

RD 2325 MP 3.5

RD 2324 MP 0.6 &

VICINITY MAP

southeast of Randle, Washington)

(Approximate 29.50 miles

RD 2325 MP 3.5

southeast of Randle, Washington)

(Approximately 25 miles

RD 2324 MP 0.6

A.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 F a d .d g n

WA FS ERFO 2016(1)-22(2)

A p r il

H a r r is h

C h e c k e d b y

D e s ig n e d b

0.5 0.25 0 0.5 1 1.5 RD 2500 MP 25

VICINITY MAP

south of Randle, Washington)

(Approximate 30.0 miles

RD 2500 MP 25

A.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 F a e .d g n

WA FS ERFO 2016(1)-22(2)

A p r il

H a r r is h

C h e c k e d b y

D e s ig n e d b

0.5 0.25 0 0.5 1 1.5

RD 2900 MP 9.3

RD 2900 MP 10.2

RD 2900 MP 10.4

RD 2900 MP 10.2 & MP 10.4

RD 2900 MP 7.6 & MP 9.3

VICINITY MAP

southeast of Randle, Washington)

(Approximate 18 miles

RD 2900 MP 7.6

A.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 F a f.

d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h

C h e c k e d b y

D e s ig n e d b

0.5 0.25 0 0.5 1 1.5

RD 9000 MP 45.0

VICINITY MAP

A.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 F a g .d g n

WA FS ERFO 2016(1)-22(2)

A p r il

H a r r is h

C h e c k e d b y

D e s ig n e d b y east of Cougar, Washington)

(Approximate 47.5 miles

RD 9000 MP 45.0

Sheet and Description

ROAD

2324 MP

0.6

ROAD

2325 MP

3.5

ROAD

2500 MP

25.0

ROAD

2900 MP

7.6

ROAD

2900 MP

9.3

ROAD

2900 MP

10.2

ROAD

2900 MP

10.4

ROAD

9000 MP

45.0 ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 3 3 3 3 3 3 3 1 22

A0160 20103-0000 CLEARING AND GRUBBING SQYD 2,283 2,182 3,589 4,246 3,841 1,682 1,592 920 665 21,000

A0180 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

A0200 20401-0000 ROADWAY EXCAVATION CUYD 129 176 494 195 206 141 209 1,550

A0220 20403-0000 UNCLASSIFIED BORROW CUYD 843 182 8,316 16,891 1,304 2,961 1,590 2,913 35,000

A0240 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 4 4

A0260 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 59 19 40 38 52 90 52 350

A0280 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 CUYD 19 40 78 107 56 300

A0300 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED, TYPE 1 CUYD 620 80 700

A0320 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED, TYPE 2 CUYD 5,650 600 6,250

A0340 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 119 120 27 142 104 80 64 11 73 740

A0360 30302-1000 DITCH RECONDITIONING LNFT 380 260 640

A0380 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 34 15 11 60

A0400 60103-0000 CONCRETE, HEADWALL, FOR 18' X

18' BOX CULVERT EACH 2 2

A0420 60103-0340 CONCRETE, HEADWALL FOR

84-INCH PIPE CULVERT EACH 1 1

A0440 60201-0600 18-INCH PIPE CULVERT LNFT 42 42

A0460 60201-1000 36-INCH PIPE CULVERT LNFT 44 44

A0480 60201-1600 72-INCH PIPE CULVERT LNFT 307 307

A0500 60201-1800 84-INCH PIPE CULVERT LNFT 62 170 232

A0520 60201-2000 96-INCH PIPE CULVERT LNFT 60 60

A0540 60204-0600 FLUME DOWNDRAIN 18-INCH LNFT 106 106

A0560 60220-0000 PRECAST REINFORCED CONCRETE

BOX CULVERT, 18 FEET SPAN X

18 FEET RISE LNFT 76 76

4- M ay -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A -E

F2

6( 1)

-2 2(

2) _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

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.1FS ERFO 2016(1)-22(2)WA

SHEET

NUMBER

Sheet and Description

ROAD

2324 MP

0.6

ROAD

2325 MP

3.5

ROAD

2500 MP

25.0

ROAD

2900 MP

7.6

ROAD

2900 MP

9.3

ROAD

2900 MP

10.2

ROAD

2900 MP

10.4

ROAD

9000 MP

45.0 ALLOWANCE Bid

Schedule

A0580 60501-0000 STANDARD UNDERDRAIN SYSTEM,

6-INCH DIAMETER, IN SPECIAL

ROCK EMBANKMENT LNFT 215 215

A0600 60501-0000 STANDARD UNDERDRAIN SYSTEM,

6-INCH DIAMETER, IN DITCH LINE LNFT 380 380

A0620 60601-0000 SPILLWAY ASSEMBLY EACH 1 1

A0640 60602-0500 PIPE ANCHOR ASSEMBLY, 18-INCH EACH 10 10

A0660 62401-0200 FURNISHING AND PLACING

TOPSOIL, 3-INCH DEPTH SQYD 1,637 1,655 3,396 3,619 3,622 1,287 1,338 920 1,026 18,500

A0680 62516-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX SQYD 1,637 1,655 3,396 3,619 3,622 1,287 1,338 920 1,026 18,500

A0700 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, WHITE LNFT 1,540 1,040 2,580

A0720 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, YELLOW LNFT 1,540 1,540

A0740 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN, YELLOW LNFT 520 520

A0760 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0780 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 18 18

A0800 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 600 600

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ay -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A -E

F2

6( 1)

-2 2(

2) _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)-22(2)WA

NUMBER

C le a r in g l im it

Va ria ble

1:3 1:3

Va ria ble

C le a r in g l im it

5'

Existing ground

Traveled way

2% Crown

LC ShoulderShoulder

[2]

[2] [1]

ROUNDING DETAIL

CUT SLOPE

Va ria ble

S lo p e s ta k e

0.25 D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

C le a r in g l im it

5'5'

B=5'5'

5'

Existing ground0.25 D

Slope stake

[4]

[2]

D

D

FOOTNOTE:

STRUCTURE SECTIONS

TYPICAL PAVEMENT

NO SCALE

COWLITZ VALLEY ROAD TYPICAL

grade

Profile (finish)

[3]

Mulc h a nd to ps oil lim its stimil liospot dna hcluM

[5]

Asphalt concrete pavement, type 2 (As applicable)

Roadway aggregate, method 1

Variable[2]

M in im u m .5

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 F c a .d g n

WA FS ERFO 2016(1)-22(2)

P a y

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

Va ria ble [2] for survey and staking requirements.

Survey information is not available. See SCR Subsection 152.05[5] widening as shown in the Staking Report.

Apply curve widening on inside of curve. Construct curve[4] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height[3] or in plotted cross sections.

Construct slopes and variations as shown in the Staking Report[2] the existing rate to the greatest extent possible.

the plan and profile curve data. Where no 'e' indicated, match

Superelevate roadway on curves at the rate 'e' as indicated on[1]

FOOTNOTE:

Allow 12-inch setback from finished face.[2]

- 1 V:1.25 H max. for 43+00 to 43+20.

- 1 V:1.00 H max. for 40+60 to 42+00.

The finished slope for special rock embankment is as follow:[1]

[1]

NO SCALE

[2]

TYPICAL SECTION

TYPE 1

SPECIAL ROCK EMBANKMENT

RD 2325 MP 3.5

SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED, TYPE 1

1.

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 F c b .d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is

P h

C h e c k e d b y

D r a w n b y field as directed by the CO.

embankment as shown on plan. Adjust bench widths in the

Benching existing slope behind the special rock embankment

1:3 class 1, type B, non-woven

Geotextile filter, Topping

1.0' depth

Traveled way

4' min.

m a x

8' min.

.7 m in

Variable finished V:H slope

43+00 to 43+20

40+60 to 42+00 mechanically-placed

Special rock embankment structure surfacing

See C.1 for at 4 foot vertical spacing, typical.

12"x12" - w9.4 x w9.4 welded wire reinforcement when front finished slope is 1:1, place

1V

1H

NOTE:

3:1

[1]

NO SCALE

[3]

2% min

1:1.5 m ax.

1:1.5 m ax.

1:2 m

ax. [2]

1318+00 TO 1320+25

[1]

TYPICAL SECTION

TYPE 2

SPECIAL ROCK EMBANKMENT

embankment according to FP-14 Subsection 204.09(d).

Benching existing slope behind the special rock1.

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d

W A

E F c c .d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is

P h

C h e c k e d b y

D r a w n b

Shoulder Traveled way

V a r ia b le h e ig h t m in

FOOTNOTE:

DETAIL A

system. See Detail B

Standard underdrain

DETAIL B

Granular backfill

6" dia. perforated pipe

6" dia. solid outlet pipe

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

Geotextile filter, NOTE:

Special rock embankment, mechanically-placed

Toe of fill (Special rock embankment foundation)

Toe of fill

(Special rock embankment foundation)

RD 2500 MP 25.0

SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED, TYPE 2

structure surfacing

See C.1 for f t.

m in

V a r ia b le d e p th geotextile, class 2 , type C

Encapsulate with

Varies

1.0' depth

Topping

100 feet.

Outlet standard underdrain system at low point or every[3]

Depth and slope to be determined by the CO.[2]

Detail A.

12 feet minimum into undisturbed ground as shown on of the special rock embankment, embed the foundation

If disturbed ground is encountered at the foundation[1]

15"

SURVEY CONTROL

DATE OF FINAL ADJUSTMENT : 9/2017

DATE OF FIELD WORK : 9/2017

PROJECT : Cowlitz Valley Road Repairs Phase II

VERTICAL DATUM : Assumed

COORDINATE SYSTEM : Assumed

PROJECT UNITS : US SURVEY FOOT

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 d fa .d g n

WA FS ERFO 2016(1)-22(2)

p r il

R .Z e k ia l

E

C h e c k e d b y

S u r v e y e d b

E401-01

U.S. CUSTOMARY DETAIL

DETAIL

TRANSITIONS

PAVEMENT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

K VALUE TABLE (ft/in)

(Full Depth of existing asphalt pavement)

Saw cut

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches

Provide a transition length in feet that is not less than the value

NOTE :

D.2

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 2016(1)-22(2)

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill) d

Existing asphalt pavement

Existing base course d1

NEW PAVEMENT

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(Final course)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length variable (See table)

K Transition length variable (See table)

(Depth equals overlay thickness)

Saw cut

Existing elevation e2

Overlaid elevation e1

(for table e - e = effective overlay thickness)

(for table d -d = effective overlay thickness)

OVERLAY

NO SCALE

DETAIL APPROVED FOR USE

APPROVED : FEBRUARY 2013

D G

N

T

IM

E

D A

T E

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

CUYD

EXC.

CUYD

EMB.

29+25 280026+7525+5024+2523+0023+00

4000 4015

4005 4020

4010 4025

4015 4030 e= 0.022 e= 0.060

.9 w it h c o n c r e te h e a d w ll

I s ta ll in c h c u lv e r t e= 0.060

Taper = 30' Curve widening= 5'

D.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 d fb .d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is in h P h

C h e c k e d b y

D e s ig n e d b y

P O

T

.0

P C

.3

P T

.9

P C

.5

P T

.7

P C

.8

P T .8

P O T .0

Curve= NF2324-06-2

D

R= 145.00'

T= 60.86'

L= 115.24'

Curve= NF2324-06-3

D

R= 185.00'

T= 33.86'

L= 66.98'

Curve= NF2324-06-1

D

R= 1,450.00'

T= 31.78'

L= 63.56'

,9

.8

,0

.0

7.

100' VC

K = 74

.5

,0

.7

+1.625 0%

200' VC

K = 29

SSD = 257'

,0

.1

8.

70' VC

K = 11

,0

.0

Report

See Staking

Special ditch LT

See Section H for 84-inch pipe culvert

Construct concrete headwall

129 CUYD.

Elev.= 4031.26

E= 20181.22

N= 15487.24

28+60

RD 2324 MP 0.6

END WORK

Elev.= 4007.16

E= 19998.57

N= 15103.60

24+00

RD2324 MP 0.6

BEGIN WORK

Line to be constructed

25+97.94 See Section H Install 84-inch pipe culvert class 3. See Section H

Place riprap, method A, (36-inch culvert)

Remove of structures and obstructions class 5. See Section H

Place riprap, method A, Install check dam, typ.

typ.

Install fiber roll, Profile grade

Existing ground

Existing ground

Profile grade

NOTE:

2.

1.

detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are swell factors.

shown have not been adjusted for shrinkage or

Roadway excavation and embankment quantities

RD 2324 MP 0.6

PLAN AND PROFILE

See Section F for details

Install SWPPP notice sign

972 CUYD. (Information only)

Edge of road

C P

C P

C P

C P

C P

C P 7 C

P

C P

C P

C P

C P

C P

C P

C P

C P

C P 9 C P

39953

40004000

F

IR

F

IR

F

IR

F

IR

F

IR

CUYD

EXC.

CUYD

EMB.

40+00

N

41+25 42+50 43+75 45+00 46+25 47+50 e= 0.022 e= 0.038 e= 0.048 e= 0.056 e= 0.048 e= 0.060 c u lv e r t

I n s ta ll in c h p ip e

D.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 d fc .d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y

P O

T

.0

P C

.5

P T

.8

P C

.4

P T

.5

P C

.6

P T

.8

P C

.6

P T

.1

P C

.6

P T

.1

P C

.1

P T .6

P C .9

P T

.8

P O

T

.0

D

R= 600.00'

T= 19.63'

L= 39.24'

Curve= NF2325-1

Curve= NF2325-2

D

R= 200.00'

T= 13.06'

L= 26.09'

Curve= NF2325-3

D

R= 100.00'

T= 18.30'

L= 36.19'

Curve= NF2325-4

D

R= 65.00'

T= 33.89'

L= 62.48'

Curve= NF2325-5

D

R= 100.00'

T= 33.39'

L= 64.46'

Curve= NF2325-7

D

R= 235.00'

T= 49.13'

L= 96.87'

D

L= 44.48'

T= 24.86'

R= 40.00'

Curve= NF2325-6

3,950

3,960

3,970

,9

.9

8.

8.

,9

.7

250' VC

K = 84

SSD = 486'

,0

.8

+5.

176 CUYD.

Elev. = 3990.40

E= 9976.28E

N= 10819.85

45+10

RD 2325 MP 3.5

END WORK

Elev.= 3953.25

E= 10306.70

N= 10506.43

40+40

RD 2325 MP 3.5

BEGIN WORK

Line to be constructed

(24" and 36" pipe culverts) and obstructions

Remove structures

43+45

Install 36-inch pipe culvert

Place riprap, method A, class 3

Protect trees

Install fiber roll, typ.

Install check dam, typ.

Profile grade

Existing ground

Profile grade

Profile grade

Existing ground

Existing ground

NOTE:

RD 2325 MP 3.5

PLAN AND PROFILE

See Section F for Details

Install SWPPP notice sign

3.

2.

1.

358 CUYD. (Information only. Excluded special rock embankment) detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are material in embankment construction.

rock embankment excavations, and use the conserved

Salvage all suitable excavated material from special or swell factors.

quantities shown have not been adjusted for shrinkage

Roadway and structural excavation and/or embankment quantity is 250 CUYD)

(Information only: Estimate structure excavation

40+60 to 42+00 RT

Special rock embankment , type 1 (330 CUYD) quantity is 125 CUYD)

(Information only: Estimate structure excavation

43+00 to 43+20 RT

Special rock embankment , type 1 (290 CUYD)

CP

17253

CP

17254

CP

17255

CP

17252

975 975

1005 1005

.5

.9

CUYD

EXC.

CUYD

EMB.

1323+501322+251321+001319+751318+501317+251316+00

960 970

965 980

970 985

975 990

980 995

Ap pr ox im at e

7.

3%

Ap pr ox im at e

5.

9%

Ap pr ox im at e

6.

N

Ap pr ox im at e

+4.

Elev. = 967.52'

E= 9529.62

N= 10095.65

1317+40

RD 2500 MP 25.0

D.5

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-22(2)

a y

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

BEGIN WORK

ty p

Existing ground

Existing ground unstable embankment

Existing toe of

1317+80 to 1320+40 asphalt pavement

Sawcut and remove obstruction (18-inch culvert)

Remove of structure and

Install check dam, typ.

c u lv e r t, C

M P s p il lw a y w it h d o w n d r a in i n s ta ll

C

M P

NOTE:

Install fiber roll, typ.

RD 2500 MP 25.0

PLAN AND PROFILE

CMP spillway assembly with downdrain

Install 18-inch CMP culvert, 18-inch downdrain pipe

Salvage existing

Place riprap, method A, class 2 obstructions (18-inch culverts)

Remove of structures and

See Section F for details

Install SWPPP notice sign barrier 1317+60 to 1320+65

Remove and reset existing concrete

Elev. = 991.56'

E= 9901.73

N= 10017.91

1321+25

RD 2500 MP 25.0

END WORK

in special rock embankment. See Section C

Install standard underdrain system, 6-inch dia.

6-inch dia., in ditch line. See Section H

Install standard underdrain system, Station centerline

(Temporary access)

Construction limit

Estimate structure backfill quantity is 1655 CUYD)

(Information only: Estimate structure excavation quantity is 2980 CUYD.

1318+00 to 1320+25 RT

Special Rock Embankment, type 2 (5650 CUYD)

1317+40 to 1321+20 LT

Ditch reconditioning and install standard underdrain system, vee ditch for information only.

underdrain system are 155 LNFT. Quantities are

Estimate solid outlet pipe quantities for standard detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are spillway assembly and flume downdrain.

and reuse suitable length in construction of new

Salvage the existing 18-inch downdrain pipe conserved material in embankment construction.

special rock embankment excavations, and use the

Salvage all suitable excavated material from swell factors.

shown have not been adjusted for shrinkage or

Structural excavation and embankment quantities

5.

4.

3.

2.

1.

CP

CP

CP

CP

CP3

CP3

CP3

CP3

CP3

CP3

6 CP

CP

CP3

CP3

0 2925 2

2995 3000

"FI

R

6"

FIR

4"

ALDER

6"

FIR

"FI

R

"FI

R

CUYD

EXC.

CUYD

EMB.

66+2565+0063+7562+5061+2560+00

N N e= 0.026 e= 0.052 e= 0.052

P T

.5 w it h r ip r a p h e a d w a ll

I n s ta ll in c h c u lv e r t

ELEV. = 2998.17'

E= 9838.04

N= 20095.04

60+20

RD 2900 MP 7.6

Taper = 50' Curve widening = 5'

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 fe .d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y

P O

T

.0

P C

.9

P T

.0

P C

.4

Curve= NF29-706-1

D

R= 450.00'

T= 52.26'

L= 104.05'

Curve= NF29-706-2

D

R= 75.00'

T= 193.46'

L= 180.14'

P T

.5

P C

.5

PT 66+04.05

POT 66+50.00

Curve= NF29-706-3

D

R= 150.00'

T= 66.68'

L= 125.48'

,9

.2

,9

.0

-0.7500%

120' VC

K = 18

6.

6.

,0

.0

4 +3.7

0%

140' VC

K = 61

SSD = 542'

+3.7

0%

494 CUYD.

Existing ground

Profile grade

Existing ground

Profile grade

Line to be constructed

Line to be constructed class 3. See Section H

Place riprap, method A, BEGIN WORK obstruction (72-inch pipe)

Remove structure and class 5. See Section H

Place riprap, method A, ELEV. = 3011.00'

E= 9776.51

N= 19811.43

65+80

RD 2900 MP 7.6

END WORK

Install check dam, typ.

Install fiber roll, typ.

Install fiber roll, typ.

Install check dam, typ.

NOTE:

2.

1.

detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are swell factors.

shown have not been adjusted for shrinkage or

Roadway excavation and embankment quantities

RD 2900 MP 7.6

PLAN AND PROFILE

See Section F for details

Install SWPPP notice sign with riprap headwall 63+11. See Section H

Install 84-inch pipe culvert

See Section H class 3.

method A, Place riprap, 8810 CUYD (Information only).

CP

C P

C P

C P

CP

CP

CP

C P

C P

C P

3035 2

"F

IR27

"F

IR

9"

FI

R

6"

FI

R

"F

IR

"F

IR

"F

IR

CUYD

EXC.

CUYD

EMB.

76+2575+0073+7572+5071+2570+00

2980 2980

2985 2985

2990 2990

2995 2995

3000 3000

N e= 0.034 e= 0.050 e= 0.042 e= 0.026

.2 w it h r ip r a p h e a d w a ll

I n s ta ll in c h c u lv e r ts

.8 w it h r ip r a p h e a d w a ll

I n s ta ll in c h c u lv e r ts

Elev.= 2994.04'

E= 10251.65

N= 15263.83

70+60.00

RD 2900 MP 9.3

Taper = 50' Curve widening = 5'

D.7

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y

P O

T

.0

P C

.7

P T

.9

P C

.1

Curve= NF29-903-1

D

R= 285.00'

T= 54.24'

L= 107.20'

Curve= NF29-903-2

D

R= 85.00'

T= 144.80'

L= 176.80'

P T

.9

P C

.2

PT 74+

71.94

PC 75+

13.56

PT 75+49.06

POT 75+80.00

Curve= NF29-903-3

D

R= 135.00'

T= 39.39'

L= 76.66'

Curve= NF29-903-4

D

R= 450.00'

T= 17.76'

L= 35.49'

,9

.1

,9

.9

-5.1500% +5 .8

0%

200' VC

K = 18

,0

.8

195 CUYD.

Line to be constructed class 3, See Section H

Place riprap, method A, Line to be constructed

Existing ground

Profile grade

(60-inch culvert)

Remove structure and obstruction

See Section H with riprap headwall. 72+69.23

Install 72-inch culverts

See Section H with riprap headwall. 72+91.82

Install 72-inch culverts class 5, See Section H

Place riprap, method A, BEGIN WORK

Elev.= 2991.45'

E= 10133.89

N= 15064.34

74+20

RD 2900 MP 9.3

END WORK

Install fiber roll, typ.

Install fiber roll, typ.

class 3, See Section H

Place riprap, method A, NOTE:

2.

1.

detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are swell factors.

shown have not been adjusted for shrinkage or

Roadway excavation and embankment quantities

RD 2900 MP 9.3

PLAN AND PROFILE

Edge of road

17086 CUYD (information only).

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

F

IR

F

IR

A

L D

E R

F

IR

F

IR

F

IR

CUYD

EXC.

CUYD

N

83+7582+5081+25 85+00 86+25 87+50 e= 0.038

ELEV. = 511.63'

E= 19659.11

N= 10850.98

82+80

RD 2900 MP 10.2

w it h r ip r a p h e a d w a ll

I n s ta ll in c h p ip e c u lv e r ts

Taper = 30' Curve widening = 2'

D.8

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y

P O

T

.0

P C

.4

2 P T

.7

P C

.6

P T

.9

P C

.0

P T

.3

P O

T

.0

Curve= NF29-102-1

D

R= 640.00'

T= 100.44'

L= 199.25'

Curve= NF29-102-2

D

R= 210.00'

T= 81.99'

L= 156.33'

Curve= NF29-102-3

D

R= 1,850.00'

T= 79.19'

L= 158.28'

.3

.7

-2.8550%

+0.5500%

250' VC

K = 73 8

.6

-0.6500%

80' VC

K = 67

SSD = 939'

.7

90' VC

K = 94

SSD = 1176'

.0

Special Ditch LT.

206 CUYD.

Line to be constructed class 5. See Section H

Place riprap, method A, Profile grade

Existing ground

BEGIN WORK

See Section H with riprap headwall 83+80

Install 96-inch pipe culvert

Install fiber roll, typ.

class 3. See Section H

Place riprap, method A, class 3. See Section H

Place riprap, method A, ELEV. = 509.49'

E= 19749.44

N= 10598.30

85+60

RD 2900 MP 10.2

END WORK

Install check dam, typ.

NOTE:

2.

1.

detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are swell factors.

shown have not been adjusted for shrinkage or

Roadway excavation and embankment quantities

RD 2900 MP 10.2

PLAN AND PROFILE

(96-inch culvert)

Remove structure and obstruction

1510 CUYD (Information only).

C P

C P C

P

C P

C P

C P

C P

C P

C P

C P

F

IR

F

IR

F

IR

F

IR

CUYD

EXC.

CUYD

88+50

490 490

495 495

500 500

505 505

92+2591+0089+75 93+50 94+75 96+00 e= 0.036 e= 0.056

S e e S e c ti o n H w it h c o n c r e te h e a d w a ll a n d w in g w a ll

I n s ta ll x p r e c a s t b o x c u lv e r t

ELEV. = 498.39'

E= 19939.78

N= 10149.97

90+80

RD 2900 MP 10.4

Taper = 60' widening = 6' Curve

D.9

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y

PT 89+

87.76

PC 90+

60.44

P C C

.4

P T

.3

P C

.5

P T

.5

P O

T

.0

Curve= NF29-104-3

D

R= 65.00'

T= 34.18'

L= 62.94'

Curve= NF29-104-4

D

R= 180.00'

T= 22.62'

L= 45.01' Curve= NF29-104-2

D

R= 350.00'

T= 45.25'

L= 90.00'

.8

.5

-5.7250%

65' VC

K = 25

SSD = 452'

.6

110' VC

K = 5

.8

141 CUYD.

Profile grade

Existing ground

See Section H with concrete headwall and wingwall

Install 18' x 18' precast box culvert

Line to be constructed

BEGIN WORK

(84-inch culvert) and obstruction

Remove structure

Install check dam, typ.

Install fiber roll, typ.

ELEV. = 503.84'

E= 19986.25

N= 9977.86

92+80

RD 2900 MP 10.4

END WORK

NOTE:

2.

1.

detail drawings.

approximate and not-to-scale. See Section F for

Fiber roll and check dam locations shown are swell factors.

shown have not been adjusted for shrinkage or

Roadway excavation and embankment quantities

RD 2900 MP 10.4

PLAN AND PROFILE

3102 CUYD (Information only).

RD 9000 MP 45.0

LINE GRAPH

D.10

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y

Reconstruct embankment 144+40 to 145+60 RT.

Ditch reconditioning 144+20 to 146+80 LT.

RD 9000 MP 45.0

Protect existing

36-inch culvert

NO SCALE

FS 9000 MP 45.0

Photo taken on July 10 2017

LOOKING SOUTH

Photo taken on July 10 2017

CULVERT OUTLET RIGHT

Photo taken on July 10 2017

LOOKING NORTH

NOTE:

2.

1.

drawings.

Install as directed by the CO. See Section F for detail

Fiber roll and/or check dam locations are not shown or shrinkage factors.

shown in Section B have not been adjusted for swell

Roadway excavation and/or embankment quantities

144+20

RD 9000 MP 45.0

BEGIN WORK

146+80

RD 9000 MP 45.0

END WORK

SHEET 1 OF 2

TABULATION OF QUANTITIES

in the field.

site for the Forest Service. The Co will mark the designated area

Stockpile the concrete barriers at designated area adjacent to the

Remove the concrete barriers upon completion of road repair. [1]

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 d a .d g n

WA FS ERFO 2016(1)-22(2)

A p r il

H a r r is h P h

C h e c k e d b y

D e s ig n e d b

SHEET 2 OF 2

TABULATION OF QUANTITIES

SWPPP NOTICE SIGN

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 d a .d g n

WA FS ERFO 2016(1)-22(2)

A p r il

H a r r is h P h

C h e c k e d b y

D e s ig n e d b y project information. Install signs in accordance to Section 635.

sign panel from aluminum. Adjust text as needed for specific locations. Black border and text on white background. Fabricate

See SCR Subsection 107.01A(d) and plans for installation[1]

3"

4"C

3"

2"C

2"

2"C

14"

"2

"B2

42"

"8

3" IN = 8

5" TH = 8

1BORDER R = 1

DIVERSION CHANNELS

TEMPORARY

F.3

STATE PROJECT

NUMBER

SHEET

U

S m y fi le s p w p r o d u c ti o n d S td

.d g n

WA FS ERFO 2016(1)-22(2)

a y

H a r r is h

C h e c k e d b y

D e s ig n e d b y

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERTDIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-BPLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

embankment

Roadway embankment

Roadway

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

5.

4.

3.

2.

1.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

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

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

Where replace the portion of the diversion channel liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

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

See Sheets F.1-2 for temporary culvert diameter, riprap

Provide min. 1' cover over pipe

Temporary culvert backfill

NOTE:

with plastic liner or riprap

Temporary diversion channel

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-15

MODERATE GRADES

CHECK DAM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(2)ID

U S

C c m y fi le s p w p r o d u c ti o n d

W .d g n p r il

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

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

(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.

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

F.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(2)WA

U S

C c m y fi le s p w p r o d u c ti o n d

W .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

10.4 x 16 25101 -0200

25101 -0300

25101 -0500

60103 -0000

60103 -0340

60201 -0600

60201 -1000

60201 -1600

60201 -1800

60201 -2000

60204 -0600

60220 -0000

60601 -0000

60602 -0500

64703 -6000

64704 -1000

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

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

C O

N C R

ET

E, H

EA

D

W A

LL

FO

R

8'

X

8' B

O X C

U

LV

ER

T

C O

N C R

ET

E, H

EA

D

W A

LL

F O

R

4-

IN

C H

P

IP

E C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

FL

U

M E

D O

W N

D R A

IN

8-

IN

C

H

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, 8'

PA

N X

8'

R

IS

E

S

PI

LL

W

A Y

A S S

EM

B

LY

PI

PE

A N

C H

O R A

S S

EM

B

LY

IN

C H

M

IT

IG

A

TI

O N

FI

S H

P A S S A G

E B O

U

LD

ER

M

IT

IG

A

TI

O N

S

TR

EA

M

B

ED

TE

R

IA

L

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 CUYD CUYD CUYD EACH EACH LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH CUYD Lt Rt

FS 2324 MP 0.6

25+98 6 230 59 19 1 62 23°10' A

FS 2325 MP 3.5

43+45 8 85 19 44 x/P 1.5

FS 2500 MP 25.0

1318+80 3 40 4 42 106 1 10 x/P 1

FS 2900 MP 7.6

63+11 24 200 40 40 170 09°18' A 1.5

FS 2900 MP 9.3

72+69 36 5 19 39 155 00°03' A 1.5 72+92 38 15 19 39 152 07°03' A

FS 2900 MP 10.2 1.5

83+80 8 5 52 107 60 10°18' A

FS 2900 MP 10.4

92+21 10 1285 90 2 76 18 600 13°04' C

PROJECT TOTAL 1865 4 298 244 2 1 42 44 307 232 60 106 76 1 10 18 600

Allowable Pipe Material

NOTE: A Aluminum

1. Salvage existing 18-inch downdrain pipe as shown on plan and reuse suitable lengths in construction of new spillway assembly and flume downdrain. AS Aluminized steel

C Concrete GS Galvanized steel P Plastic (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 w a-ef

2_ ea

.x ls x] S he et 3-

M ay

-2

8:

A

M W

FL

H

D

/2

K H

A R R

IS

O N

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

FS ERFO 2016(1)-22(2)WA

Note: The quantities shown hereon are approximate and are subject to field adjustments.

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

NO SCALE

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

L

LENGTH

APRON

H

DEPTH

APRON

L

LENGTH

APRON

H

DEPTH

APRON

REVISED: 8/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(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 e b .d g n p r il

Variable slopeVariable slope

D

4D m in

H m in

H

D

H ditch slope

Match existing ditch slope

Match existing

D or Span

Dia.

or Span

Dia.

or Span

Dia.

or Span

Dia.

(INCHES) (FEET) (CUYD) (SQYD)

(INCHES) (FEET) (CUYD) (SQYD)

2' (min.)

2' (min.)

(INCHES)

(INCHES)

14.5

12.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

44.4

34.0

15.6

10.8

3.9

2.2

1.0

14.5

12.5

38.5

29.8

15.1

10.7

4.4

2.7

1.3

35.6

27.2

13.3

9.3

3.6

2.0

0.9

3.

2.

1.

SECTION A-A SECTION B-B

SECTION C-C SECTION D-D SECTION E-E

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

NOTE:

A

1 1

A B B

C C DD

E

E

E

E b o tt o m w id th b o tt o m w id th for payment.

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes or flatter

Sloped 1V:2H

Original ground

Geotextile m in

H

L

D it c h

D ground

Original

Geotextile Flowline m in

D

Geotextile m in

D m in

D ground

Original

Geotextile

D it c h

D

L ground

Original

Geotextile m in

H Original ground

L

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

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

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(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 e d .d g n

N o v e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

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

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

602-2

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

COUPLING BAND

METAL PIPE CULVERT

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

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

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(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 e e .d g n

N o v e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

Watertight pipe joints are not required unless specified in the Special Contract Requirements.

Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

rerolled with 3" × 1" pipe corrugations.

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

LEGEND:

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

> 54"

12" to 54"

6"

4"

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(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 e f.

d g n

N o v e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

Bedding material (uncompacted)

Impermeable backfill material.

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

NOTE:

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

PIPE SIZE (D) WIDENING

DITCH WIDENING

602-6

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET 30"

24"

18"

7'

6'

5'

STATE PROJECT

NUMBER

SHEET

H.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-22(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 e g .d g n

N o v e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

dimension of all pipe arch culverts.

D equals the diameter of all round pipe or the rise 1.

TYPE II

TYPE I

SECTION B-B

SECTION A-A

N o r m a l d it c h l in e

S u b g r a d e s h o u ld e r

Pipe culvert

E n d o f p ip e

FLOW

Flat b ottom di tch a t culv ert in let

FLOW

Tape r at 1

0:1 r atio

Taper a t 10:1 ratio

FLOW

2D or

FLOW

Taper at 10

:1 rat io

2D or

N o r m a l d it c h l in e subgrade elevation

Maximum 2D or

S u b g r a d e s h o u ld e r o r e n d s e c ti o n

E n d o f p ip e b e v e l

Flat b ottom ditc h at c ulvert inlet

A

A

B

B section

End

PLAN PLAN

Original ground in mountainous terrain flat terrain. Taper at 5:1

Taper at 10:1 in rolling or 5:1 in mountainous terrain.

or flat terrain. Taper at

Taper at 10:1 in rolling

Normal ditch line

Pipe culvert

Original ground cut slope

Normal

(See table)

Ditch widening

Subgrade shoulder Normal ditch lineSubgrade shoulder

Pavement surface

Berm

Pavement surface

Subgrade

End section

Berm pipe as staked

Slope at ditch at end section

Flow line of pipe as staked

Slope at cut slope

Normal

D in lieu of 45° pipe elbow

30° pipe elbows may be required

At skewed pipe locations, 22.5° or

Standard 45° pipe elbow.

slope

1:3 max ditch line

Normal maximum slope

1:1.5

Cut Slope slope

1:3 max maximum slope

1:1.5

Cut Slope

D ditch line

Normal

Subgrade

1'

1'

NOTE:

B e r m

D

B e r m

D

(min.)

4' d ip a t c e n te r

(Min.)

4'

E605-01

U.S. CUSTOMARY DETAIL

DETAILDETAIL APPROVED FOR USE

SHOULDER

L C

FLAT BOTTOM DITCH

CURB AND GUTTER

VEE DITCH

VIEW A VIEW B

LP

L C

L C

L C

LP

conditions

* Adjust depth to meet field

APPROVED : MAY 2011

U.S. DEPARTMENT OF…