OR_BLM_ERFO_2017(1)-32(1)_Plans_10_18_18.pdf

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

A

M a r c h

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2BLM ERFO 2017(1)-32(1)OR

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

Lower Grave

Rd.

Crk

SCALE IN MILES

0 1 2

SCALE IN MILES

0 1 2

0 1 2

SCALE IN MILES

0 1 2

SCALE IN MILES

SCALE IN MILES

0 1 2

SCALE IN MILES

0 1 2

SCALE IN MILES

0 10.5

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

S I S K I Y O U

VICINITY MAP

R W

R W

T 33 S

T 32 S

T 34 S

T 33 S

R E

R W

T 33 S

T 32 S

T 34 S

T 33 S

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

T 35 S

T 34 S

R W

R W

R W

R W

T 36 S

T 35 S

T 35 S

T 36 S

Jo ne s Cr ee k

F ie ld e r Rd.

Rogue River Hwy.

River

Rogue Pass

Grants

Foothill B lvd.

T 40 S

T 39 S

R E

R W

C re ek

Robert

D ollar Rd.

Glen

Va lle y R d.Old

Pa ci fic

H w y

Junction Glendale

SCALE IN MILES

0 1 2

T 35 S

T 34 S

T 34 S

T 33 S

R W

R W

R W

R W

T 33 S

T 32 S

A.3

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 o r e b a c .d g n

OR BLM ERFO 2017(1)-32(1)

P

A u g u s t

T

H a s h e m i

W it u c k

C h e c k e d b y

D e s ig n e d b y

R W

R

WT 36 S

T 36 S

Fielder Rd.

DOUGLAS CO.

JOSEPHINE CO.

Cow

C re e k

DOUGLAS CO.

DOUGLAS CO.

JOSEPHINE CO.

Dutch Henry Rd.

Dutch Henry Rd.

Cow Creek Rd.

LONG: 123°36'26.28"W

LAT: 42°46'46.02"N

DUTCH HENRY RD. M.P. 2.73

LONG: 123°35'5.16"W

LAT: 42°46'51.74"N

DUTCH HENRY RD. M.P. 0.29

Glendale

Rand

Galice

B la n c h a rd G le n R d t.P e a v in e

R d

N o rt h

R id g e

M c K n a b e Spur

Rd.

M c

K n a b e

S p u r

LONG: 123°37'16.26"W

LAT: 42°34'14.16"N

PEAVINE ROAD M.P. 1.8

LONG: 123°38'36.24"W

LAT: 42°35'9.89"N

PEGGLER BUTTE M.P. 0.56

FOREST

NATIONAL

SISKIYOU

RIVER

ROGUE

DOUGLAS CO.

JACKSON CO.

SITE

RECREATION

STATE

CASEY

McLeod t s e W h c n a r

B kl E k e er C

.d

R

Wild Lily Rd.

t al

F k ee r C d

R

Sawyer Rd.

Cabin Canyon Rd.

LONG: 122°46'57.29"W

LAT: 42°46'33.82"N

WILD LILY M.P. 0.30

LONG: 122°53'7.81"W

LAT: 42°40'50.65"N

BOARD MOUNTAIN M.P. 1.45

J O

S E

P H

IN

E

C

O

J A

C K

S O

N C

O

Branch Rd.

Queens

Wimer

Ev an sCreek

R d

E v a n s

C r e e k

R d

R d

LONG: 123°5'24.30"W

LAT: 42° 31'49.80"N

MURPHY GULCH M.P. 1.52

LONG: 123°21'37.01"W

LAT: 42°9'28.48"N

LOW DIVIDE M.P. 2.24

Junction Cave

Cow

LONG: 123°28'19.49"W

LAT: 42°45'42.75"N

TOTTEN CREEK M.P. 0.06

Valley Sunney

Grave

Cre ek

R o g u e

Riv er

Creek Road Lower Graves

LONG: 123°31'39.60"W

LAT: 42°37'48.83"N

MCKNABE CREEK M.P. 0.76

LeLand

Hugo

Pines

Three

See Upper Left Spur Detail Above

J O

S E

P H

IN

E

C

O

J A

C K

S O

N C

O

Rogue

River

River

Rogue

W e s t

E v a n s

C r e e k

R d

Crk

Fielder Creek Rd.

LONG: 123°13'40.68"W

LAT: 42°26'55.42"N

UPPER LEFT SPUR M.P. 1.1

T 32 S

T 33 S

Gold Hill

LONG: 123°3'43.36"W

LAT: 42° 32'11.47"N

DISPOSAL SITE

MURPHY GULCH

Sheet and Description

D.1 D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.9 D.10 D.11

Dutch Henry

BLM Road 32-7-19.3 M.P. 0.29

Dutch Henry

BLM Road 32-7-19.3 M.P. 2.73

Totten Creek

BLM Road 32-7W-25 M.P. 0.06

Mcknabe Creek

BLM Road 34-7W-3.1 M.P. 0.76

Pegler Butter

BLM Road 34-8W-27 M.P. 0.56

Peavine BLM Road 35-8W-2 M.P. 1.8

Wild Lily BLM Road

32-17-

23.02 M.P.

0.30

Board Mountain BLM Road 33-1W-

19.01 M.P.

1.45

Murphy Gulch

BLM Road 35-3W-7.00 M.P. 1.52

Upper Left Spur

BLM Road 36-4W-7.01

M.P. 1.1

Low Divide BLM Road 39-5-18.1 M.P. 2.24

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 350 270 180 130 150 310 80 200 80 1,750

A0140 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 734 500 203 224 64 1,725

A0180 20401-0000 ROADWAY EXCAVATION CUYD 400 40 440

A0200 20402-0000 SUBEXCAVATION CUYD 411 95 43 51 600

A0220 20411-0000 SELECT BORROW TON 810 187 85 68 1,150

A0240 20420-0000 EMBANKMENT CONSTRUCTION CUYD 712 396 473 179 1,760

A0260 20703-2000 GEOGRID, STABILIZATION SQYD 2,190 240 120 2,550

A0280 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 3 5 2 10

A0300 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 15 5 20

A0320 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 436 169 60 665

A0340 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 188 130 60 60 57 61 70 74 15 24 36 775 1.97 TON/CUYD

A0360 30302-1000 DITCH RECONDITIONING LNFT 100 125 25 250

A0380 30302-6000 ROADWAY RECONDITIONING LNFT 400 80 20 500

A0400 40301-0200 ASPHALT CONCRETE PAVEMENT, 1.94 TON/CUYD

TYPE 2 TON 81 56 35 38 31 14 255

A0420 60201-0600 18-INCH PIPE CULVERT LNFT 40 40

A0440 60201-0800 24-INCH PIPE CULVERT LNFT 26 4 30

A0460 60201-1000 36-INCH PIPE CULVERT LNFT 56 4 60

A0480 60601-0000 SPILLWAY ASSEMBLY (36-INCH) EACH 1 1

A0500 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH EACH 1 1

A0520 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A0540 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 60 60

A0560 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

HP MINIMUM FLYWHEEL HOUR 60 60

MileStone: Final Date Completed: In Progress Report Date: 09/12/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

9:

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

O

R B

LM

E

R

FO

7( 1)

-3 2(

1) _E

E.

xl sm ]S he et

STATE PROJECT

B.1BLM ERFO 2017(1)-32(1)OR

SHEET

NUMBER

Sheet and Description

D.1 D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.9 D.10 D.11

Dutch Henry

BLM Road 32-7-19.3 M.P. 0.29

Dutch Henry

BLM Road 32-7-19.3 M.P. 2.73

Totten Creek

BLM Road 32-7W-25 M.P. 0.06

Mcknabe Creek

BLM Road 34-7W-3.1 M.P. 0.76

Pegler Butter

BLM Road 34-8W-27 M.P. 0.56

Peavine BLM Road 35-8W-2 M.P. 1.8

Wild Lily BLM Road

32-17-

23.02 M.P.

0.30

Board Mountain BLM Road 33-1W-

19.01 M.P.

1.45

Murphy Gulch

BLM Road 35-3W-7.00 M.P. 1.52

Upper Left Spur

BLM Road 36-4W-7.01

M.P. 1.1

Low Divide BLM Road 39-5-18.1 M.P. 2.24

ALLOWANCE Bid Schedule

A0580 62301-0000 GENERAL LABOR HOUR 60 60

A0600 62502-0000 TURF ESTABLISHMENT SQYD 84 608 1,532 45 196 225 110 2,800

A0620 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 147 822 103 225 247 46 1,590

A0640 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 520 30 550

A0660 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

-O ct -2

1:

P M

MileStone: Final Date Completed: In Progress Report Date: 10/17/18 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R B

LM

E

R

FO

7( 1)

-3 2(

1) _E

E.

xl sm ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

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.2BLM ERFO 2017(1)-32(1)OR

SHEET

NUMBER

Travel Way

TYPICAL SECTIONTYPICAL SECTION

C.1

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 o r e b c a .d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

[1]

[2]

[1]

[2]

[1]

[2]

NO SCALE

LC

Profile grade

3:1

20' min.

2%

Existing ground

3:1

LC

Profile grade

3:1

18' min.

2%

Existing ground

3:1 l im it s

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

C o n s tr u c ti

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway variable it s

C o n s tr u c ti it s

C o n s tr u c ti type 2, 2" compacted depth

Asphalt concrete pavement, type 2, 2" compacted depth

Asphalt concrete pavement, method 1, 8" compacted depth

Roadway aggregate, method 1, 8" compacted depth

Roadway aggregate, DUTCH HENRY ROAD

~ 330 LNFT

BLM ROAD 32-7-19.3 M.P. 0.29

ty p ty p

~ 250 LNFT

BLM ROAD 32+7+19.3 M.P. 2.73

DUTCH HENRY ROAD

TYPICAL SECTIONTYPICAL SECTION

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 o r e b c a .d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

[2]

[1]

[1]

[2]

[1]

[2] type 2, 3" compacted depth

Asphalt concrete pavement, method 1, 8" compacted depth

Roadway aggregate, method 1, 8" compacted depth

Roadway aggregate, LC

Profile grade

3:1

NO SCALE

14' min.

3:1

T y p

4% it s

C o n s tr u c ti it s

C o n s tr u c ti rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway

LC

Profile grade

3:1

14' min.

2% T y p

Existing ground 1

3:1 l im it s

C o n s tr u c ti it s

C o n s tr u c ti

TOTTEN CREEK

MCKNABE CREEK

WILD LILY

~ 152.5 LNFT

BLM ROAD 32-7W-25 M.P.0.06

~ 150 LNFT

BLM ROAD 34-7W-31 M.P. 0.76

~ 175 LNFT

BLM ROAD 32-17-23.02 M.P.0.30

PEGGLER BUTTE PEAVINE ROAD

~ 130 LNFT

BLM ROAD 34-8W-27 M.P. 0.56

~ 130 LNFT

BLM ROAD 35-8W-2 M.P.1.8

shldr. shldr.

2'2'

TYPICAL SECTIONTYPICAL SECTION

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 o r e b c a .d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

[2]

[1]

[1]

[2]

[2]

[1] method 1, 4" compacted depth

Roadway aggregate, LC

Profile grade 1:3

1:3

NO SCALE

16' min.

Existing ground

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway

LC

Profile grade

3:1

14' min.

3:1

T y p

4% it s

C o n s tr u c ti it s

C o n s tr u c ti it s

C o n s tr u c ti it s

C o n s tr u c ti

2%

Va ria ble

Existing aggregate

Asphalt concrete pavement, type 2, 2" compacted depth

UPPER LEFT SPUR

MURPHY GULCH

BOARD MOUNTAIN

LOW DIVIDE

~ 400 LNFT

BLM ROAD 33-1W-19.01 M.P. 1.45

80 LNFS

BLM ROAD 35-3W-7.00 M.P. 1.52

~ 125 LNFT

BLM ROAD 39-5-18.1 M.P. 2.24

~ 125 LNFT

BLM ROAD 36-4W-7.01 M.P. 1.1

NO SCALE

100'

150'

80'

A

A

B B

CC

pavement structure

See Sheet C.1 for

LEGEND:

Subexcavation

SECTION A-A

SECTION B-B

SECTION C-C

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 0.29

BLM ROAD 32-7-19.3

DUTCH HENRY ROAD

DETAIL A

D.1

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 o r e b d a .d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTE:

Existing Roadway Sawcut

CONNECTION DETAIL

Failure

20' EOP

Edge of Road

2'12'6'

15'5'

12'8'

See Detail A

(this sheet)

See Detail A

(this sheet)

See Detail A

(this sheet)

9"

Geogrid, stabilization

Select borrow product, type 4

Rolled erosion control

9"

9"

Asphalt concrete pavement, type 2, 2" compacted depth

Roadway aggregate, method 1, 8" compacted depth pavement structure

See Sheet C.1 for

LEGEND:

Subexcavation

A

B

B

A

85'

100'

65'

Edge of Road

Ditch

Failure

B B

SECTION A-A

SECTION B-B

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 2.73

BLM ROAD 32-7-19.3

DUTCH HENRY ROAD

DETAIL A

g ni n oiti d n o c e r h cti

D

D.2

STATE PROJECT

NUMBER

SHEET

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

OR BLM ERFO 2017(1)-32(1)

e p te m b e r

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTE:

Existing Roadway Sawcut

CONNECTION DETAIL

18'

18'

Roadway aggregate, method 1, 8" compacted depth

Select borrow

Asphalt concrete pavement , type 2

2" compacted depth

See Detail A

(this sheet) See Detail A

(this sheet)

Failure area

Stream

Ditch

Edge of road

1.5H 1V

2' (typ.)

2' (typ.)

N

NO SCALE

A pavement structure

See Sheet C.2 for

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

A

SECTION A-A

35'

52.5'

65'

LEGEND:

M.P. 0.06

BLM ROAD 32-7W-25

TOTTEN CREEK

30' (max.)

See Section 704.06.[1]

Embankment construction

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 o r e b d c .d g n

OR BLM ERFO 2017(1)-32(1)

J u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTE:

Existing Roadway Tie-in

CONNECTION DETAIL

14' product, type 4

Rolled erosion control

[1]construction

Embankment

10' (min.)

Edge of stream

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 0.76

BLM ROAD 34-7W-3.1

MCKNABE CREEK

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 o r e b d d .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTE:

Existing Roadway pavement structure

See Sheet C.2 for

Sawcut

CONNECTION DETAIL

150'

Edge of Road

See Sheet C.2 for typical section

Roadway aggregate, method 1, Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

LEGEND:

Subexcavation

SECTION A-A

SECTION B-B

B

A A

B

A

A

10'

40'

30'

40'

10'

4'10'

M.P. 0.56

BLM ROAD 34-8W-27

PEGGLER BUTTE

DETAIL A

D.5

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 o r e b d e .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Pavement slump

Cracking

Ditch

Edge of Road

Existing Roadway pavement structure

See Sheet C.2 for

Sawcut

CONNECTION DETAIL

NOTE:

2' Shoulder 9' 3'

Geogrid, stabilization

Select borrow

See Detail A

(this sheet)

See Detail A

(this sheet)

13"

Asphalt concrete pavement, type 2, 3" compacted depth

Roadway aggregate, method 1, 8" compacted depth product, type 4 erosion control

Rolled

SECTION A-A

1V

1.25H

LEGEND:

Special rock embankment

A A

35'

35'

60'

NO SCALE M.P. 1.8

BLM ROAD 35-8W-2

PEAVINE ROAD

20'

Adjust to fit field conditions.

Site not surveyed. Horizontal alignment is a representation.

D.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r e b d f.

d g n

OR BLM ERFO 2017(1)-32(1)

S e p te m b e r

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of Road

Top of Bank

Failure Area

Ditch

Clean culvert in place

Existing Roadway pavement structure

See Sheet C.2 for

Sawcut

CONNECTION DETAIL

NOTE:

Install 36" spillway assembly

See Sheet G.1 embankment.

Special rock 4

4'

(min.)

10'

Construction access

FOOTNOTE:

1.

Match existing.[1]

[1]1' (min.) 15.5'

LEGEND:

SECTION B-B

A

A

B

SECTION A-A

B

Remove existing culvert and install 18" CMP

25'

50'

70'

20'

10'

NO SCALE

Special rock embankment

M.P. 0.30

BLM ROAD 32-17-23.02

WILD LILY

1V

1.25H

4'

4' 1V

1.5H

2'

2'

10' (min.)

8' (min.)

Adjust to fit field conditions.

Site not surveyed. Horizontal alignment is a representation.

Embankment construction

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 o r e b d g .d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Ditch

Edge of Road

Existing culvert

Existing Roadway pavement structure

See Sheet C.2 for

Tie-in

CONNECTION DETAIL

NOTE:

See Sheet G.1

Special Rock Embankment

Rolled erosion controlFailure area

Construction access

Construction access

Failure area

[1]Emankment construction

FOOTNOTE:

1.

14' [2]1' (min.)

Matching existing.[2]

See Section 704.06.[1]

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 1.45

BLM ROAD 33-1W-19.01

BOARD MOUNTAIN

D.8

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 o r e b d h .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Cracking

Edge of Road

Existing 18" CMP

See Sheet C.3 for Typical Section roadway aggregate, method 1.

Roadway reconditioning

NOTE:

Existing Roadway pavement structure

See Sheet C.3 for

Tie-in

CONNECTION DETAIL

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 1.52

BLM ROAD 35-3W-7.00

MURPHY GULCH

A

A

D.9

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 o r e b d i.

d g n

OR BLM ERFO 2017(1)-32(1)

e p te m b e r

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of road

See Sheet C.3 for Typical Section roadway aggregate, method 1.

Roadway reconditioning

Existing Roadway pavement structure

See Sheet C.3 for

Tie-in

CONNECTION DETAIL

NOTE:

SECTION A-A

Remove slide material

~ 80'

[1]Remove slide material

Place material at provided Disposal Site.[1] pavement structure

See Sheet C.3 for

NO SCALE

SECTION A-A

A

A

LEGEND:

M.P. 1.1

BLM ROAD 36-4W-7.01

UPPER LEFT SPUR

1.5H 1V

Embankment construction g ni n oiti d n o c e r h cti

D

See Section 704.06.[1]

Adjust to fit field conditions.

Site not surveyed. Horizontal alignment is a representation. 1.

D.10

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 o r e b d j.

d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of Road

Failure Area

Existing Roadway Tie-in

CONNECTION DETAIL

NOTE:

product, type 4

Rolled erosion control

Install 24" pipe culvert

14'

[1]Embankment construction

2'

(min.)

8'

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 2.24

BLM ROAD 39-5-18.1

LOW DIVIDE

D.11

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 o r e b d k .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of Road

Culvert in-place

Existing Roadway pavement structure

See Sheet C.3 for

Tie-in

CONNECTION DETAIL

~125'

NOTE:

See Sheet C.3 for Typical Section

Asphalt concrete pavement, type 2.

100'

150'

80'

A

A

B B

CC

LEGEND:

Subexcavation

SECTION A-A

SECTION B-B

SECTION C-C

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

Fiber roll

M.P. 0.29

DUTCH HENRY ROAD

EROSION CONTROL

E.1

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 o r e b e a .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTE:

Failure

20' EOP

Edge of Road

2'12'6'

15'5'

12'8'

LEGEND:

Subexcavation

A

B

B

A

85'

100'

65'

Edge of Road

Ditch

Failure

B B

SECTION A-A

SECTION B-B

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

Fiber roll

M.P. 2.73

DUTCH HENRY ROAD

EROSION CONTROL

E.2

STATE PROJECT

NUMBER

SHEET

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

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTE:

18'

18'

Failure Area

Stream

Ditch

Edge of Road

1.5H 1V

2' (typ.)

2' (typ.)

N

NO SCALE

A

LEGEND: Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

A

35'

52.5'

65'

Fiber roll

SECTION A-A

Embankment

M.P. 0.06

TOTTEN CREEK

EROSION CONTROL

30' (max.)

E.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 o r e b e c .d g n

OR BLM ERFO 2017(1)-32(1)

u n e t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

[1]construction

Embankment

10' (min.)

Edge of stream

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

LEGEND:

Subexcavation

SECTION A-A

B

A A

B

A

A

10'

40'

30'

40'

10'

Fiber roll

M.P. 0.56

PEGGLER BUTTE

EROSION CONTROL

SECTION B-B

4'10'

E.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 o r e b e d .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Pavement slump

Cracking

Ditch

Edge of Road

NOTE:

2' Shoulder 9' 3'

Special rock embankment

A A

35'

35'

60'

NO SCALE

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

Fiber roll

M.P. 1.8

PEAVINE ROAD

EROSION CONTROL

SECTION A-A

1V

1.25H

E.5

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 o r e b e f.

d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of Road

Top of Bank

Failure Area

Ditch

Clean culvert in place

NOTE:

Special rock embankment

Install 36" spillway assembly

10'

1' (min.) 15.5'

Fiber roll

A

A

B

B

Remove existing culvert and install 18" CMP

25'

50'

70'

20'

10'

NO SCALE

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

M.P. 0.30

WILD LILY

EROSION CONTROL

SECTION B-B

SECTION A-A

Special rock embankment

Embankment

N

1V

1.5H

1.25H

1V

E.6

STATE PROJECT

NUMBER

SHEET

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

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Ditch

Edge of Road

Existing culvert

NOTE:

product, type 4

Rolled erosion control

14'

Special rock embankment

1' (min.)

LEGEND:

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

Fiber roll

M.P. 1.52

MURPHY GULCH

EROSION CONTROL

E.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 o r e b e h .d g n

OR BLM ERFO 2017(1)-32(1)

u ly

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of road

10'

10'

~60'

Remove slide material

Fiber rolls

NO SCALE

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

A

A

M.P. 1.1

UPPER LEFT SPUR

EROSION CONTROL

SECTION A-A

Embankment

E.8

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 o r e b e i.

d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Edge of Road

Failure Area

NOTE:

25'

50'

50'

14' product, type 4

Rolled erosion control

1.5H

1V

(min.)

8'

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.9

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

d g n u n e

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

NO SCALE PRODUCT ON SLOPES

ROLLED EROSION CONTROL

E.10

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 o r e b e k .d g n

OR BLM ERFO 2017(1)-32(1)

S e p te m b e r

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y edge overlap see N ote 3

S tap le sp acin g

4" (min.)

' (m ax.) c-c

12" (max.) c-c

4" (max.) C-C

Pr ev ai lin g w in d

4" (max.) C-C

4" (max.) c-c

Staple (typ.)

Blanket edge

Blanket ends

Slope stake

NOTE:

edge overlap

6" (min.)

staples at top of slope

Use a double row of staples at tow of slope

Use a double row of by installing staples at a rate of 1.5 per square yard.

Securely fasten the Rolled Erosion Control Product to the soil

Overlap in the direction of the prevailing wind.

recommendations and Section 629.

Install staples according to the manufacturer's

3.

2.

1.

10.4 x 16 20301 -1900

25101 -0200

25101 -0300

30302 -1000

60201 -0600

60201 -0800

60201 -1000

60601 -0000

60602 -0900

60704 -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

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

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

D

IT

C H

R

EC

O N

D

IT

IO

N

IN

G

-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

S

PI

LL

W

A Y

A S S

EM

B

LY

(3 6-

IN

C

H

PI

PE

A N

C H

O R A

S S

EM

B

LY

IN

C H

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

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

Dutch Henry Road M.P. 2.73 100

Peavine Road M.P.1.8 15 36 1 1 1

Wild Lily M.P. 0.30 1 3 40

Upper Left Spur M.P. 1.1 5 125 26

PROJECT TOTAL 0 1 8 15 225 40 26 36 1 1 1

Allowable Pipe Material A Aluminum AS Aluminized steel C Concrete 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

D ra in ag e.

xl sx ]S he et

-S ep -2

:1

S

W it uc ki 6/

T.

H as he m i

6/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

BLM ERFO 2017(1)-32(1)OR

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

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

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

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

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

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

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

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

" CORRUGATIONS2

1" x 3

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

METAL THICKNESS (INCH/GAGE)

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

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

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

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STATE PROJECT

NUMBER

SHEET

F.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

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

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

COUPLING BAND

METAL PIPE CULVERT

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

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

STATE PROJECT

NUMBER

SHEET

F.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

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

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

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

F.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

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.)

F.5

STATE PROJECT

NUMBER

SHEET

U m y fi le s p w p r o d u c ti o n d o r e b fe .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y ends. Use 0.064 inch galvanized steel or 0.060 inch aluminum.

1" ID x 2" inch 16 3Make all banded connections water tight by placing

" Iron2

" Galvanized washers4

S ec ti on

" x 3" 8

D= Diameter of culvert

NOTE:

PLAN

SPILLWAY ASSEMBLYBOLT DETAIL

PROTECTIVE APRON

See Bolt Detail

Galvanized pipe with galvanized nut

Galvanized bolt pipe stake

D D

D

D

D

D

D

D

Approved alternate designs may be used.

apron.

Place class 3 riprap conforming to Section 251 for protective tightening.

bead of approved caulking under each half of the band before from helically corrugated pipe with factory annular or reformed

Fabricate spillway assembly from annular corrugated pipe, or

5.

4.

3.

2.

1.

ELEVATION

sl op e V ar ia b le

Pipe anchor assembly as se m bl y

S pi llw ay

Section 602

SPILLWAY ASSEMBLY WITH DOWN DRAIN

plumb on 10' centers

D ow n d ra in S ec ti on

See Sheet F.6 for Pipe Anchor Assembly Detail.

m in m in min.

2'

4' (min.)

DOWN DRAIN

ASSEMBLY WITH

SPILLWAY

F.6

STATE PROJECT

NUMBER

SHEET

U m y fi le s p w p r o d u c ti o n d o r e b ff .d g n

OR BLM ERFO 2017(1)-32(1)

u n e

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Place slope anchor assemblies on 10' max. centers on slopes

Collar of 2"

"16

" cable clamp8

" cable when8

" x 1" Slots4

7" Coupling band

" Slots4 3" x 32

" Steel plate thickness4

12"

"2 14"2

"8 71"8

1"

"2 12"2

3"

R

1" stakes, 2.72 lbs/ft (min.)

" Iron pipe2 18' x 1

12" or 24" Coupling band to the centerline of the pipe

Measure length of coupling band parallel

Va ria ble sl op e

ANCHOR ASSEMBLY

STEEL PLATE

METAL PIPE ASSEMBLY

4.

3.

2.

1.

Plate material to be ASTM A36. Galvanize after fabrication.

20% or greater.

Approved alternative pipe anchor assemblies may be used.

All pipe stakes and hardware to be galvanized after fabrication.

NOTE:

Culvert crown pipe or equal

Iron pipe stakes

Coupling band

Steel plate only when cable is specified specified in contract

ASSEMBLY

PIPE ANCHOR

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

F.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

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

Match existing.[2]

Cut bench steps in accordance with Section 204.09.[1]

NO SCALE

(m in

DETAIL

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT

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 o r e b g a .d g n

OR BLM ERFO 2017(1)-32(1)

A u g u s t

H a s h e

W it u c

C h e c k e d b y

D e s ig n e d b y

Existing ground special rock embankment

Mechanically placed rock for

Bench width class 1, type B, non-woven

Geotextile filter, pavement structure

See C-Sheets for

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

LC Varies x

Finished face

10' (min.)

4' (min.)

V :1 .2 H o r fla tte r

Geotextile filter, class 1, type B, non-woven method 2, 8-inch (min.)

Roadway aggregate, [2]1' (min.)

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

State standards may be used as an alternative if approved by the CO.

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

STATE PROJECT

NUMBER

SHEET

H.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

NOTE:

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

50' - 100' 50' - 100' (optional)

See Note 6

10' min.

PROCEED

WHEN

CLEAR

NO SCALE

PROCEED

WHEN

CLEAR

PROCEED

WHEN

CLEAR

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

STOP

STOP

LENGTH

BUFFER SPACE

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

ROAD WORK

END

xxx

FEET

635-8

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

(WITH STOP SIGN)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

R1-1

See Note 4

G20-2

W3-1

(optional)

W1-4

Special sign

R1-1

Special sign

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

Use the "STOP AHEAD" (W3-1) sign when approach speeds exceed

Section 3B.16 of the MUTCD.

If the roadway surface is paved, install stop lines that comply with

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field

Place devices similar to those depicted for the opposite direction of travel.

Advance warning area signs are shown for one direction of travel only.

sufficient visibility of approaching vehicles.

approaching vehicular traffic through and beyond the work site and have

Use this layout only if road users from both directions are able to see in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored

See Note 4

W20-1 W20-4

(optional)

W13-1P

See Note 7

(optional)

W16-2P

WORK SPACE

(optional) (optional)

NOTE:

reflective white background

Black lettering on

SPECIAL SIGN

ABC

ADVANCE WARNING AREA (See Sign Spacing Table) (See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA

Device spacing

BUFFER SPACE TAPER AREA A

See Note 6

STOP LINE

light (optional)

Type B warning to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

Channelizing devicesSee Note 6

STOP LINE

50 MPH.

50' - 100' (optional)50' - 100'

" Black border2

165' - 230'

See Note 5

10' min.

15'

D

D

D

24"

R

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

635-13

(WITH TEMPORARY BARRIER)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 2017(1)-32(1)OR

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZIN…