ORBLMERFO_FinalPlans.pdf

-2

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material A

M

N o v e m b e r

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 c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2BLM ERFO 151-3203OR

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

T33S-R09W

T32S-R09W

T34S-R09W

T35S-R09W

T36S-R09W

T37S-R09W T37S-R10W T37S-R11W T37S-R12W T37S-R13W T37S-R14W T37S-R14W T37S-R15W

Leland

P o o rm a n C re e k approx. 14 miles to Medford, OR

From Gold Hill, OR

R o c k C re e k

M a p le C re e k

E v a n s C re e k

L e ft F o rk F ie ld e r

C re e k

Fielder Cre ek

Right Fork Fielder Creek

P le a s a n t C re e k

Quee ns B ranc h Cr eek

Ditch Creek

G r a n it e H il l

R o a d

Wolf Creek

B ig W in dy c re ek

Li tt le W in d y C re e k

R o g u e R iv e r

Slick Rock Creek

Skeleton Mtn.

Skeleton Mtn. Rd.

Rock Mtn.

White

Rock Creek

Lick Creek

Creek Rd.

E. Evans

Queens Branch Rd.

WIMERBear Branch Crk

Evans Creek

E. Evans Creek Rd.

Rogue River Reservoir

RIVER

ROGUE

Merlin Rd.

Placer Rd.

Merlin-Galice Rd.

County Byway

Galice Back

Rock Creek Rd.

Rock Creek

Lower Grave Creek Rd.

INTERSTATE

Rogue River

Rogue River

Galice

J O

S E P

H I N

E C

O U

N T

Y

J A

C K

S O

N C

O U

N T

Y

SCALE IN MILES

0 5 10

GRANTS PASS GOLD HILL

Old Stage Road

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

5 INTERSTATE

Merlin

NFD Road 2706

County Line Rd.

NFD Road 3620

NFD Road 25

Boat Ramp (BLM) Grave Creek

Rogue River

VICINITY MAP

Rd.

Sykes Creek

Long: -123.5554

Lat: 42.6709

ERFO Sites (4)

ROCK CREEK

Long: -123.793

Lat: 42.658

ERFO Site

COUNTY LINE

Long: -123.0749

Lat: 42.7226

ERFO Site

SKELETON MTN.

Long: -123.0439

Lat: 42.6801

ERFO Site

ROCK CREEK EAST

Long: -123.1356

Lat: 42.5648

ERFO Site

SYKES CREEK ROAD

Long: -123.208

Lat: 42.6027

ERFO Site

DITCH CREEK ROAD

Long: -123.0694

Lat: 42.6016

ERFO Site

BALD MOUNTAIN

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 d .d g n

OR BLM ERFO 151-3203

P

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

Rock Creek ERFO Sites

County Line ERFO Site

Rock Creek East ERFO Site

Ditch Creek Rd ERFO Site

Sykes Creek Rd ERFO Site

Skeleton Mtn ERFO Site

Bald Mtn ERFO Site Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 825 225 65 180 180 185 110 80 1,850

A0140 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 1 1 1 5

A0160 20401-0000 ROADWAY EXCAVATION CUYD 290 67 16 17 17 16 42 465

A0180 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 14 13 5 5 3 40

A0200 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 345 276 39 660

A0220 25701-0600 CONTRACTOR FURNISHED

REINFORCED SOIL SLOPE

DESIGN(BALD MOUNTAIN) LPSM ALL ALL

A0240 26101-0000 REINFORCED SOIL SLOPE SQFT 6,030 5,335 3,235 2,240 4,035 1,125 22,000

A0260 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 276 88 76 90 59 11 99 71 770

A0280 30302-1000 DITCH RECONDITIONING LNFT 840 230 150 135 170 28 200 1,753

A0300 40301-0200 ASPHALT CONCRETE PAVEMENT, 1.94 TON/CUYD

TYPE 2 TON 53 48 9 110

A0320 60201-0800 24-INCH PIPE CULVERT LNFT 52 70 75 23 220

A0340 60201-0900 30-INCH PIPE CULVERT LNFT 50 20 70

A0360 60201-1000 36-INCH PIPE CULVERT LNFT 60 20 80

A0380 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 115 5 120

A0400 60601-0000 SPILLWAY ASSEMBLY (24-INCH) EACH 1 1 1 3

A0420 60601-0000 SPILLWAY ASSEMBLY (30-INCH) EACH 1 1

A0440 60601-0000 SPILLWAY ASSEMBLY (36-INCH) EACH 1 1

A0460 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH EACH 3 3 3 9

A0480 60602-0800 PIPE ANCHOR ASSEMBLY, 30-INCH EACH 3 3

A0500 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH EACH 3 3

A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80

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

-M ar -2

9:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

ER

FO

M ed fo rd Es tim at e-

.x ls x] Sh ee t

STATE PROJECT

B.1BLM ERFO 151-3203OR

NUMBER

Sheet and Description

Rock Creek ERFO Sites

County Line ERFO Site

Rock Creek East ERFO Site

Ditch Creek Rd ERFO Site

Sykes Creek Rd ERFO Site

Skeleton Mtn ERFO Site

Bald Mtn ERFO Site Allowance Bid

Schedule

A0540 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90

HP MINIMUM FLYWHEEL HOUR 80 80

A0560 62301-0000 GENERAL LABOR HOUR 80 80

A0580 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-M ar -2

9:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

ER

FO

M ed fo rd Es tim 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.2BLM ERFO 151-3203OR

LC

Profile grade

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

5'

C le a r in g l im it s

Reinforced soil slope

1:1

See Sheet G.2

ROCK CREEK ROAD

LC

Profile grade

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

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

Travel Way

3:1

Ditch

Reconditioning

C le a r in g l im it s

5'

5'

C le a r in g l im it s

1:1

See Sheet H.2

ROCK CREEK ROAD

Special Rock Embankment

T y p

3:1

3:1

8" compacted depth

Roadway aggregate, method 1, 8" compacted depth

Roadway aggregate, method 1, NO SCALE

TYPICAL SECTION

MP 1.83 - 85+30 to 87+00

MP 1.39 - 39+40 to 41+60

MP 1.61 - 61+20 to 62+70

MP 1.10 - 10+50 to 12+00

12' min.

12' min.

Travel Way

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

Existing ground

C.1

STATE PROJECT

OR BLM ERFO 151-3203

J a n u a r y

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

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

4%

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

3:1

Ditch

Reconditioning

C le a r in g l im it s

5'

T y p

Existing ground

4%

[1]

[1]

[2]

[2]

[2]

[1]

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

COUNTY LINE

Travel Way

3:1

5'

C le a r in g l im it s

8" compacted depth

Roadway aggregate, method 1, Reinforced soil slope

See Sheet G.2

1:1

Ditch

Reconditioning

LC

Profile grade

T y p

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

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

Travel Way

1:3

C le a r in g l im it s

5'

5'

C le a r in g l im it s

8" compacted depth

Roadway aggregate, method 1, 1:

1:3

Special Rock Embankment

SKELETON MOUNTAIN

Ditch

Reconditioning See Sheet H.2

3" compacted depth

Asphalt concrete pavement, type 2

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

12' min.

12' min.

C.2

STATE PROJECT

J a n u a r y

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

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

4 %

2%

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

C le a r in g l im it s

5'

T y p

Existing ground 1

3:1

[1]

[2]

[1]

[1]

T y p

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

C o n s tr u c ti o n l im it s Travel Way

1:3

Ditch

Reconditioning

C le a r in g l im it s

5'

5'

C le a r in g l im it s

1:

1:3

8" compacted depth

Roadway aggregate, method 1, LC

Profile grade

T y p

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

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

Travel Way

2.5'2.5'

Shd.Shd.

1:3

Ditch

Reconditioning

C le a r in g l im it s

5'

5'

C le a r in g l im it s

Reinforced soil slope

ROCK CREEK ROAD EAST

1:3

8" compacted depth

Roadway aggregate, method 1, 1:

Sheet G.2

12' min.

3" compacted depth

Asphalt concrete pavement, type 2

2% Crown

Existing ground

Existing ground

12' min.

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

BALD MOUNTAIN

C.3

STATE PROJECT

J a n u a r y

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

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

4 %

Contractor Furnished

Reinforced Soil Slope Design

[1]

[2]

[2]

[1]

T y p

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

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

Travel Way

2.5'2.5'

Shd.Shd.

1:3

Ditch

Reconditioning

C le a r in g l im it s

5'

5'

C le a r in g l im it s

Reinforced soil slope

1:3

8" compacted depth

Roadway aggregate, method 1, 1:

Sheet G.2

DITCH CREEK ROAD

4% Crown

Existing ground

20'-0" min.

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

T y p

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

C o n s tr u c ti o n l im it s Travel Way

1:3

Ditch

Reconditioning

C le a r in g l im it s

5'

5'

C le a r in g l im it s

Reinforced soil slope

1:

1:3

8" compacted depth

Roadway aggregate, method 1, See Sheet G.2

12' min.

Existing ground

SYKES CREEK ROAD

C.4

STATE PROJECT

J a n u a r y

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

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

4 %

[1]

[2]

[1]

[2]

PT 11+

47.93

P C

.7

P T

.0

PC

10+

29.85

80' VC

,4

.9

+5.

80' VC

,4

.2

+2.23 71%

,4

.5

,4

.3

D

Curve= RC10-2

D

R= 100.00'

T= 15.21'

L= 30.18'

Curve= RC10-1

Line to be constructed

Existing ground

Profile grade

N

ROCK CREEK MP 1.10

L= 77.16'

T= 48.64'

12+00

Rock Creek MP 1.10

10+50

Rock Creek MP 1.10

LEGEND:

R= 50.00'

Mechanically Placed

Special Rock Embankment, e= 4.0% e= 4.0% down drain

Install 36" culvert with riprap apron Install class 3

Removal of 30" pipe culvert

Existing Roadway

(No Scale) pavement structure

See sheet C.1 for

BEGIN WORK

END WORK

EL= 1415.51'

E= 4099777.764 N= 379953.580

EL= 1421.34'

E= 4099877.931 N= 380025.756

Slope stake limitsSlope stake limits

CUYD

EXC.

CUYD

EMB.

13+0012+0011+0010+00

1410 1410

1412 1412

1414 1414

1416 1416

1418 1418

1420 1420

1422 1422

1424 1424

1426 1426

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 b .d g n

OR BLM ERFO 151-3203

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

CP

16101

Tie-in

CONNECTION DETAIL

station from site culvert located down

Ditch Reconditioning to

1490 14

P R

C

.5

P C

.3

Curve= RC39-2

D

R= 240.00'

T= 73.72'

L= 143.06'

Curve= RC39-3

D

R= 240.00'

T= 25.98'

L= 51.75'

Line to be constructed

Profile grade

Profile grade

Profile grade

Existing ground ground

Existing

Existing ground

N

ROCK CREEK MP 1.39

41+60

Rock Creek MP 1.39

39+40

Rock Creek MP 1.39

.2

,5

.9

140' VC

LEGEND:

Reinforced Soil Slope

Existing Roadway

(No Scale) pavement structure

See sheet C.1 for down drain

Install 24" culvert with riprap apron Install class 3

Removal of 18" pipe culvert

EL= 1547.49'

E= 4099910.361 N= 380938.181

EL= 1571.71'

E= 4099709.800 N= 381013.714

BEGIN WORK END WORK

Slope stake limits e= 3.0%

GPS

ROCK21

R O

C K 0G P S

16107

CP

CUYD

EXC.

CUYD

EMB.

43+0042+0041+0040+0039+00

1540 1564

1542 1566

1544 1568

1546 1570

1548 1572

1550 1574

1552 1576

1554 1578

1556 1580

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 c .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

,5

.3

.1

,5

.4

100' VC

,5

.7

Tie-in

CONNECTION DETAIL

e= 4.0%

R= 380.00'

T= 58.44'

L= 115.96'

N

Line to be constructed

Profile grade

Existing ground

ROCK CREEK MP 1.61

61+20

Rock Creek MP 1.61

62+70

Rock Creek MP 1.61

LEGEND:

Mechanically Placed

Special Rock Embankment, Curve= RC61-1 e= 4.0%

Slope stake limitsSlope stake limits

EL= 1607.23'

E= 4099916.091 N= 381510.828

EL= 1617.30'

E= 4100046.477 N= 381584.078

BEGIN WORK

END WORK

Existing Roadway

(No Scale) pavement structure

See sheet C.1 for

Tie-in

CONNECTION DETAIL

CUYD

EXC.

CUYD

EMB.

64+0063+0062+0061+00

1604 1604

1606 1606

1608 1608

1610 1610

1612 1612

1614 1614

1616 1616

1618 1618

1620 1620

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 d .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

CP

ROCK49P

C

.3

5.

200' VC

.4

,6

.6

,6

.2

,6

.3

16101610

16151615

01635

16551660

P T

.8

Curve= RC83-2

R= 350.00' T= 20.04' L= 40.03'

D

Line to be constructed

N

Profile grade

Existing ground

ROCK CREEK MP 1.83Reinforced Soil Slope

LEGEND:

85+30

Rock Creek MP 1.83

87+00

Rock Creek MP 1.83

,6

.0

Existing Roadway

(No Scale) pavement structure

See sheet C.1 for e= 4.0%

EL= 1629.40'

E= 4100233.647 N= 382356.103

BEGIN WORK

EL= 1622.51'

E= 4100216.948 N= 382525.180

END WORK

Slope stake limitsSlope stake limits

280' VC

,6

.4

,6

.5

Tie-in

CONNECTION DETAIL

CUYD

EXC.

CUYD

EMB.

89+0088+0087+0086+0085+0084+0083+00

1620 1620

1622 1622

1624 1624

1626 1626

1628 1628

1630 1630

1632 1632

1634 1634

1636 1636

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 e .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

-4.3290%

PLAN VIEW

LEGEND:

Reinforced Soil Slope

NO SCALE COUNTY LINE ROAD

NOTE:

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

30'

60'

140'

12'

Existing Roadway Saw cut pavement

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale) pavement structure

See sheet C.2 for

Install class 3 riprap apron

Removal of 30" pipe culvert

Install 30" Culvert with down drain

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 f.

d g n

OR BLM ERFO 151-3203

N o v e m b e r

C h e c k e d b y

D e s ig n e d b

SKELETON MOUNTAIN

LEGEND:

Special Rock Embankment

NOTE:

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

30'

Edge of road

Existing Roadway

(No Scale) pavement structure

See sheet C.2 for

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 g .d g n

OR BLM ERFO 151-3203

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Tie-in

EAST

ROCK CREEK ROAD

N

LEGEND:

Reinforced Soil Slope

NOTE:

10'

60' 60'

Begin access ramp

Edge of road

Top of bank

Install 24" culvert with down drain Removal of 18" pipe culvert

Install class 3 riprap apron

Existing Roadway Saw cut pavement

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale) pavement structure

See sheet C.3 for

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 h .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y prior to work.

2. Notify CO for removal of Concrete Barrier representation. Adjust to fit field conditions.

- Fix needs to have a 3' shoulder and a 18' travel way, I show existing to be 12', but to recover the roadway we will build back 6-12-3, cut-travel way-shoulder

- Replace 18" CMP with 24" CMP w/downspout and energy dissipator

- 100' aggregate surfacine on both sides

- Ramp down from one side, DSR says both sides but don't find it necessary. Ask?

LEGEND:

NO SCALE

BALD MOUNTAIN

Rilling along roadway

NOTE:

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

Install 24" Culvet with down drain

Top of bank

Edge of road

Begin access ramp

50'

50'

100'

Removal of 18" pipe culvert

Install class 3 riprap apron

Existing Roadway

(No Scale) pavement structure

See sheet C.3 for

Contractor Furnished Reinforced Soil Slope Design

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 i.

d g n

OR BLM ERFO 151-3203

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Reinforced Soil Slope

NO SCALE

SYKES CREEK ROAD

NOTE:

representation. Adjust to fit field conditions.

65'

35'

70'

Top of bank

Begin access ramp

Edge of road

Existing Roadway

(No Scale) pavement structure

See sheet C.4 for

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 j.

d g n

OR BLM ERFO 151-3203

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Reinforced Soil Slope

NO SCALE

DITCH CREEK ROAD

N

60'

25'

50'

Install underdrain

Begin access ramp

Top of bank representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

NOTE:

Toe of slope

Edge of road

20'

Existing Roadway

(No Scale) pavement structure

See sheet C.4 for

Outlet underdrain to culvert inlet

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 k .d g n

OR BLM ERFO 151-3203

O c to b e r

C h e c k e d b y

D e s ig n e d b y

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16101 380011.949 4099890.266 1422.019 42°40'05.773930"N 123°33'17.223343"W 1342.918 0.99986831 5/8" IR w/FHWA alum cap 1.

16102 380113.661 4100134.997 1431.933 42°40'06.866163"N 123°33'13.999209"W 1352.8385 0.99986779 5/8" IR w/FHWA alum cap

16103 380225.557 4100164.345 1440.007 42°40'07.981351"N 123°33'13.661224"W 1360.9158 0.99986736 5/8" IR w/FHWA alum cap

16104 380484.560 4100076.527 1469.128 42°40'10.506556"N 123°33'14.962387"W 1390.0466 0.99986586 5/8" IR w/FHWA alum cap

16105 380768.544 4100189.955 1504.458 42°40'13.350848"N 123°33'13.583612"W 1425.3865 0.99986405 5/8" IR w/FHWA alum cap

16106 380923.823 4100094.015 1521.336 42°40'14.849182"N 123°33'14.942834"W 1442.2678 0.99986318 5/8" IR w/FHWA alum cap

16107 380957.376 4099817.984 1559.500 42°40'15.080977"N 123°33'18.651837"W 1480.4318 0.99986135 5/8" IR w/FHWA alum cap

ROCK20 380991.611 4099751.775 1567.225 42°40'15.395083"N 123°33'19.554268"W 1488.1568 0.99986097 5/8" IR w/FHWA alum cap

ROCK21 381041.347 4099689.950 1574.073 42°40'15.863790"N 123°33'20.405625"W 1495.008 0.99986062 5/8" IR w/FHWA alum cap

ROCK22 381126.997 4099540.496 1580.062 42°40'16.655451"N 123°33'22.446795"W 1500.997 0.9998603 5/8" IR w/FHWA alum cap

ROCK49 381588.434 4100101.364 1621.787 42°40'21.412753"N 123°33'15.168910"W 1542.745 0.99985811 5/8" IR w/FHWA alum cap

ROCK50 381640.914 4100264.142 1631.396 42°40'21.989450"N 123°33'13.016883"W 1552.354 0.99985762 5/8" IR w/FHWA alum cap

ROCK51 381777.883 4100315.625 1631.971 42°40'23.360123"N 123°33'12.394981"W 1552.9356 0.99985754 5/8" IR w/FHWA alum cap

ROCK52 381996.084 4100304.080 1635.682 42°40'25.510009"N 123°33'12.655912"W 1556.6531 0.99985727 5/8" IR w/FHWA alum cap

PROJECT :Rock Creek ERFO

DATE OF FIELD WORK : 12/2015, 3/2016

DATE OF FINAL ADJUSTMENT : 12/2015, 3/2016

PROJECT UNITS : International Feet COORDINATE SYSTEM :Oregon South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID12b

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R oc k_ C re ek _E

R

FO

_C om bi ne d_ co nt ro ls he et .x ls x]

S he et 4-

O ct

-2

:4

A M

W

FL

H D

S ur ve y

D av ie s

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.11

SHEET

NUMBER

BLM ERFO 151-3203OR

SURVEY CONTROL

CONTROL QUANTITIES

TABULATION OF EROSION

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 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b

PT 11+

47.93

P C

.7

P T

.0

PC

10+

29.85

N

12+00

Rock Creek MP 1.10

10+50

Rock Creek MP 1.10

LEGEND:

Mechanically Placed

Special Rock Embankment, BEGIN WORK

END WORK

EL= 1415.51'

E= 4099777.764 N= 379953.580

EL= 1421.34'

E= 4099877.931 N= 380025.756

CP

16101

NO SCALE

Fiber roll

ROCK CREEK MP 1.10

EROSION CONTROL PLAN

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 151-3203

M a r c h

C h e c k e d b y

D e s ig n e d b

R

C

.5

P C

.3

N

41+60

Rock Creek MP 1.39

39+40

Rock Creek MP 1.39

LEGEND:

Reinforced Soil Slope

EL= 1547.49'

E= 4099910.361 N= 380938.181

EL= 1571.71'

E= 4099709.800 N= 381013.714

BEGIN WORK END WORK

GPS

ROCK21

R O

C K 0G P S

16107

CP

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 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll ROCK CREEK MP 1.39

EROSION CONTROL PLAN

61+20

Rock Creek MP 1.61

62+70

Rock Creek MP 1.61

LEGEND:

Mechanically Placed

Special Rock Embankment, EL= 1607.23'

E= 4099916.091 N= 381510.828

EL= 1617.30'

E= 4100046.477 N= 381584.078

BEGIN WORK

END WORK

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 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

ROCK CREEK MP 1.61

EROSION CONTROL PLAN

CP

ROCK49P

C

.3

P T

.8

N

Reinforced Soil Slope

LEGEND:

85+30

Rock Creek MP 1.83

87+00

Rock Creek MP 1.83

EL= 1629.40'

E= 4100233.647 N= 382356.103

BEGIN WORK

EL= 1622.51'

E= 4100216.948 N= 382525.180

END WORK

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 e .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

ROCK CREEK MP 1.83

Reinforced Soil Slope

NO SCALE

30'

60'

140'

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 f.

d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

COUNTY LINE ROAD

Special Rock Embankment

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 g .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

SKELETON MOUNTAIN

Reinforced Soil Slope

10'

60' 60'

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 h .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

ROCK CREEK ROAD EAST

NO SCALE

50'

50'

100'

Contractor Furnished Reinforced Soil Slope Design Fiber roll

BALD MOUNTAIN

EROSION CONTROL PLAN

E.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 e i.

d g n

OR BLM ERFO 151-3203

M a r c h

C h e c k e d b y

D e s ig n e d b

65'

35'

70'

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 j.

d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

SYKES CREEK ROAD

NO SCALE

N

60'

25'

50'

E.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 e k .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Fiber roll

DITCH CREEK ROAD

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.12

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 151-3203 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 l.

d g n

J a n u a r y

10.4 x 16 20301 -1900

25101 -2300

30302 -1000

60201 -0800

60201 -0900

60201 -1000

60501 -0000

60601 -0000

60601 -0000

60601 -0000

60602 -0700

60602 -0800

60602 -0900

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 B

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

TA

N D

A R D

U N

D

ER

D R

IN

YS

TE

M

(6 -I

N C H

S

PI

LL

W

A Y

A S S

EM

B

LY

(2 4-

IN

C H

S

PI

LL

W

A Y

A S S

EM

B

LY

(3 0-

IN

C H

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

PI

PE

A N

C H

O R A

S S

EM

B

LY

IN

C H

PI

PE

A N

C H

O R A

S S

EM

B

LY

IN

C H

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 LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH Lt Rt Rock Creek Rd MP 1.10 3 43 1 9 300 60 1 3 6 1.25 x Station 11+25.72 Rock Creek Rd MP 1.39 1 18 1 5 220 52 1 3 31 1 x Station 40+86.49 Rock Creek Rd MP 1.61 150 Rock Creek Rd MP 1.83 170

County Line 3 25 1 13 230 50 1 3 1 x

Rock Creek Rd East 3 28 1 5 150 70 1 3 1 x

Ditch Creek Rd 135 115

Sykes Creek Rd 170

Skeleton Mtn Rd 28

Bald Mtn Rd 3 28 1 5 200 75 1 3 1 x

PROJECT TOTAL 142 5 37 1753 197 50 60 115 3 1 1 9 3 3

Allowable Pipe Material A Aluminum 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

D ra in ag e.

xl sx ]S he et

2- Fe b-

:3

A M

S

W it uc ki 2/

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

BLM ERFO 151-3203OR

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

1.

2.

3.

4.

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.

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.

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 151-3203 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

J u ly

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

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

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

[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]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

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

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

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

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

diameter, required above 42" diameter

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

Second angle connection optional to 42"

STATE PROJECT

NUMBER

SHEET

F.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 151-3203 OR

B o r d e r .U

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

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

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

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

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

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

STATE PROJECT

NUMBER

SHEET

F.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 151-3203 OR

B o r d e r .U

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

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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.)

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

WITH DOWN DRAIN

SPILLWAY ASSEMBLY

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.

NO SCALE

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 151-3203

J a n u a r y

C h e c k e d b y

D e s ig n e d b y

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.)

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:

NO SCALE

Culvert crown pipe or equal

Iron pipe stakes Coupling band

Steel plate only when cable is specified specified in contract

PIPE ANCHOR ASSEMBLY

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 151-3203

S e p te m b e r

C h e c k e d b y

D e s ig n e d b

WIDTH (W)

MINIMUM

2"

1'

1'

NOTES:

Ditch Shoulder Traveled Lane

W

See View "A"

Selected topping (where required)

Base

Surface

SHOULDER

L C

FLAT BOTTOM DITCH

CURB AND GUTTER

VEE DITCH

VIEW A VIEW B

DIAMETER (D)

4"

6"

12"

15"

LP

L C

Surface

Base

(where required) Selected topping

L C

Utility Area

Traveled LaneCurb

L C

LP

Traveled LaneDitch Shoulder

V a r ie s

2"

W

W/2 m in lap

12" lap

12" conditions

* Adjust depth to meet field

W/2

W

Underdrain dia (D)

Impervious material

See View "A"

See View "B"

W

W

W

See View "B"

ShoulderDitch Traveled Lane with Geotextile, Class 2, Type C drains encapsulated material for under-

Granular backfill

STANDARD UNDERDRAIN

percent.

2. Minimum underdrain grade is 0.5 adjusted by the CO.

1. Location of pipe underdrains may be

NO SCALE

F.7

STATE PROJECT

NUMBER

SHEET

U

S C u s to m a r 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

OR BLM ERFO 151-3203

N o v e m b e r

C h e c k e d b y

D e s ig n e d b

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

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.

L

LENGTH

APRON

H

DEPTH

APRON

L

LENGTH

APRON

H

DEPTH

APRON

REVISED: 8/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

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

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

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

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

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BLM ERFO 151-3203 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 fh .d g n

S e p te m b e r

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 L

SOIL SLOPE QUANTITIES

TABULATION OF REINFORCED

G.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 g a .d g n

OR BLM ERFO 151-3203

F e b r u a r y

C h e c k e d b y

D e s ig n e d b

Existing roadway pavement

Saw cut

1:2 pavement

Saw cut

Reinforced soil slope

REINFORCE SOIL SLOPE PROFILE

(PAY LIMITS)

3'

3'

Access ramp

Toe elevation

Varies

Varies type III

Reinforcement geogrid, class 2, 2' depth keyed riprap, Drainage blanket, FOOTNOTE:

DETAIL SHEET 1 OF 2

REINFORCED SOIL SLOPE

layer.

the reinforcement over the pipe as a continuous reinforcement

If the portion is less than half of the pipe cross-section, place trim the reinforcement along the length of the pipe.

layer and more than half of the pipe cross-section is exposed, If a portion of the culvert lies above the reinforcement limits:

For culverts located within the reinforced soil slope construction max.

Provide solid outlet drain pipe spaced 30-foot center-to-center on outlet.

slopes as directed by the CO. Install approved rodent guards

Bevel ends of outlet pipe to match the surrounding finish primary reinforcements.

Back of temporary excavation to extend 1' behind back of as reinforced soil slope construction proceeds.

Extend each course of reinforcements into access ramp areas

G.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 g b .d g n

OR BLM ERFO 151-3203

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

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

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

1:3

Existing ground white, plastic

Object marker post, class 2, 32" thickness (typ.)

Placed riprap, Unclassified borrow

Geotextile filter, class 1, non-woven, type C or D

LC

WITH RIPRAP ARMOR

REINFORCED SOIL SLOPE

18" (typ.)

Geotextile filter, class 1, non-woven, type C or D pavement structure

See C Sheets for

Subgrade hinge pipe, 2% min. slope

6" dia. solid outlet drain

2' depth keyed riprap, class 2, Drainage blanket, b e n c h h e ig h ts

H ig h m a x

Reinforcement geogrid, type III

County Line Road

Ditch Creek Road

Sykes Creek Road

Rock Creek Road East

Rock Creek Road MP 1.83

Rock Creek Road MP 1.39

See Sheet G.3 for wrap detail

See Sheet G.3 for 6" perforated pipe underdrain system detail

Stabilization geogrid

Reinforcement geogrid, type III (primary), wrapped at face

Reinforcement geogrid, type III (secondary) wrapped on face

Geocomposite drain, type 1 both sides of drain

8' (min.)

4' (min.)

Bench Width

11' (min.)

7.

6.

5.

4.

3.

2.

1.

See welded wire reinforcement detail on Sheet H.2.

reinforcement geogrid.

Place welded wire reinforcement at same elevation as primary

Place stabilization geogrid within 1' of slope face.

Protect with granular backfill before placing riprap.

Place riprap concurrently with RSS construction.

post within 12" of the end of the pipes.

Mark the outlet with a 6' long post with 2' embedment. Place

Install the geocomposite drains to a height of 2/3H.

Place 24-inch wide geocomposite drains 10-feet on center.

Welded wire reinforcement

H

R e in fo r c e d S o il S lo p e P a y L im it s

[1]

[2]

[3]

[4]

[5]

[6]

[1][2]

[5]

[4]

[3]

[6]

[7]

[8]

[8][7]

FOOTNOTE:

2% min.

Granular backfill

UNDERDRAIN SYSTEM

6" PERFORATED PIPE

Perforated pipe 6" dia.

6"

15"

12"

15"

3"

3" type 1 both sides of drain

Geocomposite drain, type C or D, nonwoven

Geotextile filter, class 1, DETAIL SHEET 2 OF 2

REINFORCED SOIL SLOPE

collector pipes

Provide applicable fittings to connect outlet and 6" dia. Solid outlet drain pipe.

(typ. all courses)

4" to 6"

WRAP DETAIL

Primary reinforcement

Secondary reinforcement

Geotextile filter, class 1, non-woven, type C or D

Geotextile filter, class 1, non-woven, type C or D

2' embedment (min)

4' top wrap (min.)

all courses top and bottom, all courses outlet and prevent soil from entering the connection joints.

the 6-inch collector pipe that allow unobstructed flow to the

Provide connections between the geocomposite drains and

Place 24-inch wide geocomposite drains 10-feet on center.

max.

Provide solid outlet drain pipe spaced 30-foot center-to-center on outlet.

slopes as directed by the CO. Install approved rodent guards

Bevel ends of outlet pipe to match the surrounding finish

2.

1.

G.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 g b .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

[1]

[2]

EMBANKMENT QUANTITIES

TABULATION OF SPECIAL ROCK

H.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 h a .d g n

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b

FOOTNOTE:

LC

Existing ground

:1 non-woven, type C or D Geotextile filter, class 1, non-woven, type C or D Geotextile filter, class 1, V a r ie s

Skeleton Mountain Road

Rock Creek Road MP 1.61

Rock Creek Road MP 1.10

(m in

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT,

DETAIL

MECHANICALLY PLACED

SPECIAL ROCK EMBANKMENT,

pavement structure

See C Sheets for special rock embankment

Mechanically placed rock for

:1 M a x

3 foot vertical spacing Welded wire reinforcement at flatter than 1V:1.2H.

Welded wire reinforcment not required for finished slope faces

See Staking Notes and Cross Sections.

Welded wire reinforcement

:1

2' b e n c h h e ig h ts h ig h m a x

W9 wires on 12" c-c

WELDED WIRE REINFORCEMENT

Longitudinal direction

NOTE:

1.

between the sheets. The 6 inch gaps are measured at the face.

Place layers of welded wire reinforcement with 6 inch gaps

H.2

STATE PROJECT

NUMBER

SHEET

U

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

OR BLM ERFO 151-3203

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Plan View

6"

W9 wires on 6" c-c

LC

F a c e o f

S lo p e

4' 4" (min.)

Bench Width

[1]

[2]

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

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

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…