Plan_Set_-_Umpqua_Repairs_2016-17_Signed_v3.1.pdf

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

P

M

M a y

C h e c k e d b y

D e s ig n e d b y

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS9

A

F e b r u a r y

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

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

N

VICINITY MAP

A.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 f1 a d .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

a y

C h e c k e d b y

D e s ig n e d b y

F N

N F

N F

C a ll a h a n C r e e k

NP 2925

Drew

Development Rd 3201

National Forest

A p p r o x m il e s

F r o m D r e w t o M e d fo r d

H a tc h e t

C re e k

D r e w C r e e k

NF 800

E lk C re e k

NF 300

Devil Knob Rd or

NF 1610

T ille r

T ra il

H w y

To m

C re ek

B r o w n ie

C r e e k

NP 3232

S F o r k C o w C r e e k

NF 3232

E Fork Evans Creek Road

NF 32

USFS Road 850

NF 32

NF 32

NF 500 NF 31

NF 600

NF 900

NF 6610

Elkhorn Ridge Rd k e er C e ni pr a g u

S

Abbot Praire Rd or

NF 6620

BLM 290

Elder Mill Rd

Timber Creek Rd

Hawk Creek

Flat Creek

-1

E-2

Elk Creek Road

Elk CreekFlat Creek Rd

SCALE IN MILES

5 105

NATIONAL FOREST

UMPQUA

OPTION X

122°59'12.37"W

42°53'02.33"N

MP 7.27

Forest Road 3220

Green Butte Road

SCHEDULE A

122°87'63.10"W

42°86'14.60"N

MP 0.17

Forest Road 1613

Brownie Creek Road

OPTION X

122°42'50.15"W

42°53'58.09"N

MP 7.03

Forest Road 2925

Black Canyon Road

OPTION X

122°43'11.62"W

42°53'21.24"N

MP 8.62

Forest Road 2925

Black Canyon Road

OPTION X

122°57'16.44"W

42°46'11.82"N

MP 6.37

Forest Road 3232

South Fork Cow Creek Road

Waste Pit

122°55'38.67"W

42°45'58.81"N

Forest Road 3232

Peavine Quarry

Waste Site

122°34'40.80"W

42°53'10.32"N

Forest Road 3220

Hatchet Quarry

Waste Site

122°42'49.61"W

42°54'11.82"N

Forest Road 2925

Unnamed Site 2

N

VICINITY MAP

A.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 f1 a e .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

p r il

C h e c k e d b y

D e s ig n e d b y

Wildwood

Dorena

Cottage Grove

Latham Walden

Saginaw

Walker

Culp Creek Disston

D oren a Lake

Junetta Creek y w

H cifi c a

P woR reviR dR wo R r evi R

Shoreview Dr.

woR rev iR d R sreteeT k ee rC dR

Row River Rd

Reservoir

Dorena

BLM Rd 20-2-28 t a

R k e er

C dR

Mountain Ridge

Pine Hill-Bear

US Forest Service Rd 17

Laying Creek Rd.

Brice Creek Rd.

Row River Rd Laying Creek

COUNTY

LANE

L a k e

C o tt a g e G ro v e

Blue Mountain County Park

Service Rd. 1751

US Forest

FOREST

NATIONAL

UMPQUA

SCALE IN MILES

0 1 21

SCHEDULE A

122°43'33.13"W

43°46'41.12"N

MP 5.56

Forest Road 1751

Junetta Creek Road

Waste Site

122°44'14.28"W

43°46'51.96"N

Forest Road 1751

Middle Fork Junetta Quarry

NATIONAL FOREST

UMPQUA

Cottage Grove

Walden

Dorena

Culp Creek Disston

Wildwood

Roseburg

P a c if ic H w y

N d R

VICINITY MAP

138 333

A.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 f1 a f.

d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

A p r il

C h e c k e d b y

D e s ig n e d b y

Saginaw

SCALE IN MILES

5 105 woR reviR

Analauf

Yoncalla

Drain

Oakridge d R ta o b ma etS k e er

C

N F S

Dorena Lake

Park

County

Blue Mountain

Row River Rd Cottage Grove Lake

Mountain Ridge

Pine Hill-Bear

Laying Creek

US Forest Service Rd 17

Laying Creek Rd.

US Forest Service Rd. 1751

Hills Creek Lake

COUNTY

DOUGLAS

Reservoir

Dorena

COUNTY

LANE

SCHEDULE A

122°31'22.40"W

43°31'37.70"N

MP 23.23

Forest Road 38

Steamboat Creek Road

Waste Site

122°34'40.80"W

43°28'34.32"N

MP 2.1

Forest Road 3825

Unnamed Site 1

S o u th

NF-29

Jackson

Creek

Rd

Jackson

Creek kr o F

W st u ot

S d

R k r

C

1-

D

R M

L B

N

VICINITY MAP

A.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 f1 a g .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

A p r il

C h e c k e d b y

D e s ig n e d b y

OPTION X

122°51'43.06"W

42°59'21.08"N

MP 0.81

Forest Road 2810

Johnnie Springs Road

Waste Site

122°53'29.70"W

42°57'53.58"N

Garbage Quarry

Tiller

Umpqua

Milo

Days Creek

N F -2

R iv e r

U m pq u a

S o u th

NATIONAL FOREST

UMPQUA

SCALE IN MILES

1 21

Drew

T iller

Trail

H w y

Acaademy

Milo Adventist

Douglas Co. Hwy 1 Tiller Trail Hwy

Days Creek Rd.

Days Creek

Stouts Creek Rd.

BLM Rd 30

BLM Rd 13-0

Johnnie Springs Rd

Galesville Reservoir

River to H w y a n d C le a rw a te r, O

R

.3 m ile s fr o m T ill e r, O

R

Interstate 5 and Canyonville, OR

7.2 miles from Days Creek, OR to

S. Umpqua Road

Shively Creek Rd

BLM RD 31-4-14.0

BLM RD 31-4-21

BLM RD 31-4-27

Upper Cow Creek Rd

Sheet and Description

UMPQUA 2016 UMPQUA 2016 UMPQUA 2016 UMPQUA 2016

BROWNIE CREEK

ROAD MP 0.17

JUNETTA CREEK

ROAD MP 5.56

STEAMBOAT

CREEK ROAD MP

23.23 ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LPSM ALL ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 300 110 50 460

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,000 750 170 190 2,110

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (CHECK DAM) LNFT 125 325 400 20 870

A0200 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 20 5 25

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL ALL

A0240 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 4 4

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0280 20301-2600 REMOVAL OF STRUCTURAL PLATE PIPE EACH 1 1

A0300 20401-0000 ROADWAY EXCAVATION CUYD 1,121 782 462 635 3,000

A0320 20415-0000 SELECT TOPPING CUYD 309 207 175 309 1,000

A0340 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (NON-WOVEN) SQYD 800 2,200 150 3,150

A0360 25105-0300 KEYED RIPRAP, METHOD A, CLASS 3 CUYD 100 10 110

A0380 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 3,432 368 3,800

A0400 25301-0000 GABIONS SQFT 420 30 450

A0420 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 672 672 Contract Quantity

A0440 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN LPSM ALL ALL

A0460 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 810 165 160 115 1,250

A0480 30210-0000 BEDDING AND BACKFILL AGGREGATE CUYD 500 50 550

A0500 60103-0000 CONCRETE, HEADWALL EACH 2 2

A0520 60201-1000 36-INCH PIPE CULVERT LNFT 60 5 65

A0540 60302-0000 STRUCTURAL PLATE PIPE-ARCH (24-FOOT SPAN, 12-FOOT RISE) LNFT 80 80

A0560 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 2

A0580 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30 30 30 10 100

A0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 30 30 30 10 100

A0620 62301-0000 GENERAL LABOR HOUR 10 10 10 10 40

A0640 62401-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH SQYD 1,000 400 300 100 1,800

A0660 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 275 25 300

A0680 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4 4 4 16

A0700 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 68 68 68 68 272

-J un -2

1:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R F

S E

R

FO

6( 1)

-1 5(

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C H

ED

U

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A

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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.1FS ERFO 2016(1)-15(3)

FS ERFO 2017(1)-15(1)OR

SHEET

NUMBER

Sheet and Description

SITE 1 SITE 2 SITE 3 SITE 4 SITE 5

BLACK

CANYON ROAD

MP 7.03

BLACK

CANYON ROAD

MP 8.62

GREEN BUTTE

ROAD MP 7.27

SOUTH FORK

COW CREEK

ROAD MP 6.37

JOHNNIE

SPRINGS

ROAD MP 0.81

ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 100 50 50 50 25 275

X0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 200 50 200 100 50 600

X0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (Check Dam) LNFT 350 100 150 50 650

X0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 4 1 5

X0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 2

X0220 20401-0000 ROADWAY EXCAVATION CUYD 168 147 274 595 816 2,000

X0240 20415-0000 SELECT TOPPING CUYD 104 28 52 57 259 500

X0260 20420-0000 EMBANKMENT CONSTRUCTION CUYD 50 50 50 50 45 245

X0280 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (NON-WOVEN) SQYD 400 265 420 115 1,200

X0300 25105-0300 KEYED RIPRAP, METHOD A, CLASS 3 CUYD 300 218 182 700

X0320 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 1,552 448 2,000

X0340 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 77 24 21 160 33 315

X0360 30302-1000 DITCH RECONDITIONING LNFT 150 25 175

X0380 60201-0600 18-INCH PIPE CULVERT LNFT 40 5 45

X0400 60201-1000 36-INCH PIPE CULVERT LNFT 40 5 45

X0420 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 160 130 30 320

X0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 145 145

X0460 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 145 145

X0480 62301-0000 GENERAL LABOR HOUR 50 50

X0500 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4 4 4 18 34

X0520 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 68 68 68 68 68 340

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-J un -2

:0

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

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S E

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7( 1)

-1 5(

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PT

IO

N X

.x ls x] Sh ee t

STATE PROJECT

B.2FS ERFO 2016(1)-15(3)

FS ERFO 2017(1)-15(1) OR

SHEET

NUMBER

BROWNIE CREEK ROAD MP 0.17

JUNETTA CREEK ROAD MP 5.56

1+90 to 5+50

MAINLINE TYPICAL

VariesVaries

1+17 to 2+00

APP01

VariesVaries

(APPROACH ROAD)

BROWNIE CREEK ROAD MP 0.17

1+00 to 5+71.52

MAINLINE

Varies Special Rock Embankment

See Sheet G.1

TYPICAL SECTION

C.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 f1 c a .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

a y

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

NO SCALE

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

3:1 3:1

Existing ground method 2, 8" compacted depth

Roadway aggregate, NOTE:

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

3:1 3:1

8" compacted depth

Roadway aggregate, method 2, 14'

4% 4%

4% 4% ty p

V a r ie s

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

3:1 3:1

Existing ground method 2, 8" compacted depth

Roadway aggregate, 4% 4% ty p

V a r ie s ty p

V a r ie s

Varies (10' min)

15.5'

Varies

1:

1.2

Varies at a rate of 25:1 between widths.

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

1. Superelevate roadway on curves to match the existing roadway

1+75 to 2+50

MAINLINE TYPICAL

STEAMBOAT CREEK ROAD MP 23.23

STEAMBOAT CREEK ROAD MP 23.23

2+95 to 4+50

2+50 to 2+75

1+35 to 1+80

MAINLINE TYPICAL

L im it s

C o n s tr u c ti o n

Varies

NOTE:

TYPICAL SECTIONS

C.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 f1 c b .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

a y

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

2.

1.

Existing ground

NO SCALE

Ditch foreslope

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

3:1 3:1

Existing ground

4% method 2, 8" compacted depth

Roadway aggregate, ty p

LC

Profile grade

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

3:1 3:1

Existing ground

4% method 2, 8" compacted depth

Roadway aggregate, ty p

See Sheet G.7

Gabions

15'

4%

4%

Varies

Varies Varies

Varies

15' at a rate of of 25:1 between widths.

Adjust to match existing road width or as approved by CO. Taper

Superelevate roadway on curves to match the existing roadway

2+75 to 2+95

MAINLINE TYPICAL

STEAMBOAT CREEK ROAD MP 23.23

1:3

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

Stabilized Earth Wall

Mechanically

See Sheets G - sheets

TYPICAL SECTION

C.3

STATE PROJECT

NUMBER

SHEET

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

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

a y

W

W ik tu c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

3.

2.

1.

LC

Profile grade

Existing ground

10-12'

8" compacted depth

Roadway aggregate, method 2, NO SCALE

Existing ground

Drainage pipe

Finished slope ty p

15' 2'

4% 4%

Varies

Varies

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

Varies

3:1

NOTE:

at a rate of 25:1 between widths.

Adjust to match existing road width or as approved by CO. Taper mechanically stabilized earth wall design.

MSE wall length may change upon approval of contractor furnished

Superelevate roadway on curves to match the existing roadway

CP

CP

CP

CP

CP

CP

CP

,0

.5

,0

.1

-3.8809%

-8.1652%

.7

+2.0000%

.9

117' VC

K = 27

SSD = 310'

164' VC

K = 16

10ORB

P P

A

P O T

.0

P C

.2

P C

C

.2

P C

C

.6

P T

.6

P C

.0

P T

.5

P O

T

.5

CUYD

EXC.

CUYD

EMB.

6+00 5+00 4+00 3+00 2+00 1+00

970 970

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

Curve= BRO02

D

R= 430.00'

T= 45.17'

L= 90.00'

Curve= BRO03

D

R= 180.00'

T= 21.81'

L= 43.40'

D

R= 160.00'

T= 57.27'

L= 110.00'

Curve= BRO04

Curve= BRO01

D

R= 225.00'

T= 43.81'

L= 86.54'

Curve= APP02

D

R= 120.00'

T= 21.57'

L= 42.68'

MP 0.17

BROWNIE CREEK

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 f1 d a .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

J u n e

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

Existing edge of gravel

Existing fence

END PROJECT

CONNECTION DETAIL

Existing Roadway Tie-in

BEGIN PROJECT

OHW

LC

pavement structure

See C-Sheets for

NTS

Existing grade

Profile grade

See Sheet D.2

Line to be constructed

Slope stake limits

1+00.00

MP 0.17

BROWNIE CREEK

5+71.52

MP 0.17

BROWNIE CREEK

352 523

Existing apparant centerline

Construction limits

1+00.00

3+30.00=

See F-Sheets for details

Install 24' structural plate pipe-arch

3+72.20 Remove existing structural plate pipe-arch

CP

CP

APP01

APPROACH ROAD

MP 0.17

BROWNIE CREEK

D

R= 120.00'

T= 21.57'

Curve= APP02

L= 42.68'

N

P

O T

.0

P C

.6

P T

.3

P O

T

.9

CUYD

EXC.

CUYD

EMB.

1+00 2+00

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 f1 d b .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

a y

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

O R

B

10PPA

.4

.4

-4.0000%

.4

-8.8056%

+2.0000%

.1

60' VC

K = 6

20' VC

K = 4

SSD = 234'

BEGIN APP01 END APP01

CONNECTION DETAIL

NTS

Existing edge of gravel

Profile grade

Existing ground

Slope stake limits

Line to be constructed

2+00.00

Approach Road APP01

BROWNIE CREEK MP 0.17

1+00.00

Approach Road APP01

BROWNIE CREEK MP 0.17

Existing Roadway Tie-in pavement structure

See C-Sheets for

Existing fence

Construction Limits

C P

C P

C P

C P

0 9

N

MP 5.56

ROAD

JUNETTA CREEK

CUYD

EXC.

CUYD

EMB.

3+00 4+00

1+00 2+00 5+00 6+00

Curve= JUNET02 D

R= 100.00' T= 72.64'

L= 125.64'

Curve= JUNET01

D

R= 400.00'

T= 35.09'

L= 70.00'

Curve= JUNET04

R= 100.00' T= 14.27' L= 28.36'

D

Curve= JUNET03

D

R= 175.00'

T= 48.70'

L= 95.00'

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 f1 d c .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

J u n e

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

,0

.0

.2

120' VC

.7

60' VC

.3

-3.60%

+2.00% -0.45%

POT 1

+00

.001

PC 1

+37

.74

P C

C

.7

3 P C

C

.3

P T

.3

P C

.6

P T

.0

P O

T

.8

END PROJECT

BEGIN PROJECT

CONNECTION DETAIL

Existing Roadway

Tie-in pavement structure

See C-Sheets for

NTS

Existing edge of gravel

Profile grade

Existing ground

Line to be constructed

Slope stake limits

5+50.00

MP 5.56

JUNETTA CREEK ROAD

1+90.00

MP 5.56

JUNETTA CREEK ROAD

Proposed edge of gravel

See Sheet G.1

Special Rock Embankment, mechanically placed

See F-Sheets for detail

3+28.89

Install 36" culvert approved by CO.

Culvert to be field fitted and

Install 36" culvert

.6

,0

.9

.7

,0

.1

+5.2 5%

CPCP

CPCP

CPCP

CPCPCPCPCPCP

CPCPCPCP

CPCPCPCP

CPCPCPCP

CPCPCPCPCPCPCP

CPCPCPCPCPCPCP

CP

CPCPCPCPCPCP

CPCPCPCPCPCPCP

CPCP

CPCPCPCPCPCPCPCPCPCPCPCP

CPCPCPCPCPCPCPCPCP

CPCPCPCPCP

CPCPCPCPCPCPCPCPCP

CPCPCPCPCPCP

985 990

5 1000

P O

T

.0

P C

.5

P R

C

.7

P T

.9

P C

.6

P C

C

.1

9 4

P T

.1

P C

.3

5 P T

.9

.3

,0

.7

+5.2 5%

+5.2 5%

N

MP 23.23

ROAD

STEAMBOAT CREEK

NTS

Curve= STEAM30 D

R= 350.00'

T= 32.19'

L= 64.20'

Curve= STEAM29

D

R= 550.00'

T= 45.71'

L= 91.21'

Curve= STEAM33

D

R= 100.00'

T= 31.22'

L= 60.52'

Curve= STEAM32

D

R= 350.00'

T= 30.07'

L= 60.00'

Curve= STEAM31

D

R= 300.00'

T= 36.00'

L= 71.66'

CUYD

EXC.

CUYD

EMB.

5+00 4+00 3+00 2+00 1+00

984 984

988 988

992 992

996 996

1000 1000

1004 1004

1008 1008

1012 1012

1016 1016

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 f1 d d .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

J u n e

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

CONNECTION DETAIL

Existing Roadway

Tie-in

BEGIN PROJECT

END PROJECT

pavement structure

See C-Sheets for

Existing ground

Profile grade

Line to be constructed

Existing roadway

Slope stake limits

Existing edge of gravel

1+35.00

MP 23.23

STEAMBOAT CREEK ROAD

4+50.00

MP 23.23

STEAMBOAT CREEK ROAD

Proposed edge of pavement

(Unknown Size)

Existing Culvert

END MSE WALL

BEGIN MSE WALL

Elev. 1003.18

10+95.31

MSEWL02

10+95.31

3+34.15=

10+00.00

2+44.00=

Elev. 998.71

10+00.00

MSEWL02

See G.4 - G.6 for details mechanically stabilized earth wall design) earth wall (Contractor furnished

Construct mechanically stabilized

See G-Sheets for details

Construct Gabion wall

MSE Wall alignment

See G-Sheets for details

Construct Gabion wall

SURVEY CONTROL

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 f1 d k .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

A p r il

C h e c k e d b y

D e s ig n e d b

SCALE IN FEET

N

BROWNIE CREEK ROAD

SOIL EROSION CONTROL PLAN

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 f1 e a .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

a y

W

W it u c k i

S

B e lg r a d

C h e c k e d b y

D e s ig n e d b

2. Contours shown represent existing topography prior to construction.

1. Adjust to meet field conditions as approved by the CO.

Existing fence

Direction of flow arrow

Existing Contour

Existing Culvert

Silt fence

Fiber roll

0 20 40 60 8020

LEGEND:

berms

Temporary diversion

Check dam (Fiber roll)

JH

SCALE IN FEET

JUNETTA CREEK ROAD

SOIL 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 f1 e b .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(1)

a y

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

2. Contours shown represent existing topography prior to construction.

1. Adjust to meet field conditions as approved by the CO.

LEGEND:

Direction of flow arrow

Existing Contour

Existing Culvert

Silt fence

Fiber roll

0 20 40 60 8020

Proposed 36" culvert

Existing edge of gravel

Existing edge of gravel berm

Temporary diversion

Check dam (Fiber roll) temporary diversion berm

Construct soil erosion control, Underground seasonal speepage

SCALE IN FEET

CPCP

CPCP

CPCP

CPCP

STEAMBOAT CREEK ROAD

SOIL EROSION CONTROL PLAN

985 990

5 1000

OR

N

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

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 f1 e c .d g

M a y

W

W it u c k i

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

2. Contours shown represent existing topography prior to construction.

1. Adjust to meet field conditions as approved by the CO.

Existing edge of gravel

0 20 40 60 8020 apparent centerline

Existing

Direction of flow arrow

Existing Contour

Existing Culvert

Silt fence

Fiber roll

LEGEND:

Check dam (Fiber roll) berm

Temporary diversion

See Sheet E.7 (typ.)

installation along ditch.

Fiber roll

NO SCALE

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

STATE PROJECT

NUMBER

SHEET

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

OR

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

A p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

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

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

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

Construct channel at a minimum grade of 0.5 percent.

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

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

NOTE:

with plastic liner or riprap

Temporary diversion channel

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-17

METHODS

TEMPORARY DIVERSION BERM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

OR

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

A p r il

Existing ground

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation membrane

Waterproof

Water surface elevation membrane

Waterproof

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level at time of construction

Diverted water level

Existing ground at time of construction

Diverted water level

Limit of work zone

Limit of work zone

Limit of work zone elevation (min.)

Top of berm elevation (min.)

Top of berm at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane m in

4'-6" m in m in

6" (min.) freeboard. Submit temporary stream diversion m in

NOTE:

1 4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as

While in use, inspect and maintain the temporary diversion given time.

Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows.

of bottom rows as there are vertical course. Overlap the

Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation.

minimum height equal to the water surface elevation with

As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.).

methods may be chosen (including any approved during construction operations. Alternate stream diversion

These options suggest configurations for diverting a stream

FIBER ROLL

(ft) (ft)

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACING

T I

M E

D A

T E

U

S E

R

E.6

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 f1 e f.

d g n .D

G N

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

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

Drive stakes at each end and at 4' spacing

Excavate trench 2"

3' min.

3' min. or

1" x 1" Wood stake

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

Direction of runoff Fi ll slo pe disturbed areas

Runoff from as specified in plans

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Step 2: Backfill soil against fiber rolls

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

larger than fiber roll

Existing ground (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction soil to ground level

Backfilled and compacted

Slope t o

D ire c tio n o f R u n o ff

Flow

Slope uphill side of sediment wattle

Place excavated material on

Pay Lim its

Pay Lim its

" (m in.)

ove rlap

Wood stakes. See Note 3

1" x 1" or 1" Ø

3.

2.

1.

sp ac in g ch ar t

S ee F ib er R ol l

Stagger joints (typ.)

m in m in

2" min.

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

Fiber Roll

Fiber Roll

FIBER ROLL LAPPING DETAIL

fiber roll while staking.

fiber roll and space stakes at 4' max. Do not crush from fiber roll end angles towards the adjacent

Overlap fiber rolls 24" minimum. Drive stakes at 6" conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush and install fiber rolls

Step 1: Excavate trench

Direction of runof f from distur bed area s

16" min

CHECK DAM

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

5%

4%

3%

2%

E.7

STATE PROJECT

NUMBER

SHEET

U

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

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

A p r il

C h e c k e d b y

D e s ig n e d b y

NOTE:

(ft)

6" min.

Trench 2" min.

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

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

Drive stakes into undisturbed soil of trench bottom 16" (min).

2' (max) spacing.

Drive stakes at each end of the fiber roll and at

Stake fiber rolls in place with 1⅛" x 1⅛" wood stakes.

Install check dams in ditches perpendicular to the flowline.

Repair all rills or gullies and properly compact prior to installation.

requirements of the check dam device.

may be used as approved by the CO, to meet the functional

Check dams of fiber rolls, riprap, or gravel bags

9" Ø min.

Fiber roll

Trench 2" min.

PLAN

Flow

Flow

Se e

Not e

CROSS SECTION

See Note 6 the ends to prevent flow around

Curve ends upstream similar for flat-bottom ditches.

Check dam installation details are

V-ditch design shown.

See Note 5

Flow Line

STAKING DETAIL

FIBER ROLL

uphill side of fiber roll

Place excavated material on steeper than 5%.

log check dams on ditch grades sediment log. Do not use sediment

* Spacing calculated based on 9" Ø min

FIBER ROLL CHECK DAM

SILT FENCE

E.8

STATE PROJECT

NUMBER

SHEET

U

S C u s to m a m y fi le s p w p r o d u c ti o n d o r e f1 e i.

d g n .D

G N

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

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

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

Staple or tie

POSTS AT JOINTS

Section A fabric

Geotextile

Section B

Geotextile fabricTop of posts tied together.

Posts driven tightly together.

Steel or wood posts

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

4.

3.

2.

1.

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

PLAN

ELEVATION

fo r s p a c in g

S e e n o te

Limits of clearing

Support mesh

Backfilled and compacted soil

Steel or wood post

(undisturbed)

Existing ground

Geotextile

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

m in m in

6" min. trench min.

4"

END DETAIL

ELEVATION

Fi ll sl op e

See Note 3

PLAN

T o e o f s lo p

Note 3See

Posts Detail

See End

End posts

See End Posts Detail

End posts

END POSTS DETAIL

PLAN

Geotextile fabric

Steel or wood post

Staple or tie

NOTE:

m in running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

10.4 x 16 20301 -1900

20301 -2600

60103 -0000

60201 -1000

60302 -0000

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

R

EM

O V A L

O F

S

TR

U C

TU

R A L

PL

A

TE

P

IP

E

C O

N C R

ET

E, H

EA

D

W A

LL

-I

N C

H P

IP

E

C U

LV

ER

T

S

TR

U C

TU

R A L

PL

A

TE

P

IP

E- A R

H

(2

4-

FO

O T

S

PA

N

-F

O O

T R

IS

E)

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 EACH EACH LNFT LNFT EACH Lt Rt Brownie Creek Road 3 330 1 2 80 Junetta Creek Road 5 44 1 60 1 46°52' A,GS,AS 1 x Steamboat Creek Road 1

PROJECT TOTAL 374 1 1 2 60 80 2

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 or

-e f1

_f a.

pd f.

xl sx ]S he et

-J un -2

1:

P M

A

D es ig ne r

/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

FS ERFO 2016(1)-15(3)

FS ERFO 2017(1)-15(1)OR

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

10.4 x 16 20301 -1900

60201 -0600

60201 -1000

60501 -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

-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

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 LNFT LNFT LNFT Lt Rt Black Canyon Road 7.03 1 12 1 40 A,GS,AS 1 x Option X Green Butte Road 160 Option X South Fork Cow Creek Road 1 16 1 40 A,GS,AS 1 x Option x Johnnie Springs Road 130 Option X

PROJECT TOTAL 28 2 40 40 290

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 or

-e f1

_f b.

pd f.

xl sx ]S he et

-J un -2

8:

A M

A

D es ig ne r

/2

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.2

SHEET

NUMBER

FS ERFO 2016(1)-15(3)

FS ERFO 2017(1)-15(1)OR

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

CP

CP

CP

980980

SCALE IN FEET

0 30 40

PLAN & PROFILE

AOP PLATE ARCH CULVERT

BROWNIE CREEK

10 10 20

SCALE IN FEET

0 30 40

PLAN & PROFILE

AOP PLATE ARCH CULVERT

BROWNIE CREEK

10 10 20

SCALE IN FEET

0 30 40

PLAN & PROFILE

AOP PLATE ARCH CULVERT

BROWNIE CREEK

10 10 20

1.

5:

1.5:1

0.028 ft/ft

Flo w

PIPE INLET OUTLET

FISH SPECIES:

INSTREAM WORK WINDOW: 7/1- 9/15

ACTIVE CHANNEL WIDTH: 15 feet

LENGTH: 80 feet

INFILL TYPE: None

SPAN: 24'-0"

HYDRAULIC INFORMATION

100 100

OHW : 2.0 feet

HW : 4.0 feetQ : 1050 cfs

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

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

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

TYPE: CMP Arch

PIPE SLOPE: 0.028 ft/ft

Q : 373 cfs RISE: 12'-0"

WALL THICKNESS: 0.280 in / 1 / 3

FLOWLINE SLOPE: 0.028 ft/ft

TYPE: None

INV N/E/EL: 4974.1 / 9938.1 / 977.9 INV N/E/EL: 4939.2 / 10010.1 / 975.7

BURIAL DEPTH: None BURIAL DEPTH: None

N

Note: Riprap headwall is not shown on elevation (see Sheet F.4).

F.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 f1 fc .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

J u n e

C h e c k e d b y

D e s ig n e d b y

Sta. 3+72.2

0 20 40 60 8020406080

140 120 100 100 1200 20 40 60 8020406080

140 120 100 100 1200 20 40 60 8020406080

140 120 100 100 120

LC

Footing top, elev. 975.7

Culvert crown Proposed road grade

Footing top, elev. 977.9

Existing stream bottom

LC Culvert

Existing grade contour pipe culvert (L-80')

Proposed 24' x 12' arch plate

LCProposed road do not smooth leave roughened, Bedrock surface, See Sheet F.5

Concrete collar.

See Sheet F.4

Class 3 riprap headwall.

See Sheet F.4

Concrete collar.

See Sheet F.5

Concrete collar.

Grade fill to match concrete collar

Active channel edge

See Sheet F.6 and embedded a minimum of 12-inches, Footing bottom to be extended to bedrock

See Sheet F.4

Class 3 riprap headwall.

Sta. 3+55.6, 37.73 LT

Sta. 3+82.2, 37.98 RT

Concrete footing

Culvert wall

39.6' 40.4'

15'4.5'

Culvert footing and stem wall. See Sheet F.6

100-yr WS depth 4.0'

2-yr WS depth 2.0'

2-yr WS depth 2.0'

NO SCALE

100-yr WS depth 4.0'

AOP CULVERT DETAILS

BROWNIE CREEK

F.4

STATE PROJECT

NUMBER

SHEET

U

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

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

M a y

C h e c k e d b y

D e s ig n e d b y

CULVERT OUTLET

CULVERT INLET

'-0

21'-0"

6'-0"

21'-0"

Existing grade

Proposed road grade

Remove existing 23' arch culvert

Proposed road grade

Exisiting grade

Culvert

Culvert

Remove existing 23' arch culvert

Footing top, elev. 977.9

Footing top, elev. 975.7

Existing bedrock, leave rough, do not smooth

Existing bedrock, leave rough, do not smooth

3'-0"

3'-0"

LC

LC

(typ.)

(typ.) (min.)

(min.)

Concrete collar, see Sheet F.5

1.5

6'-0"

4'-6"

Culvert crown

Footing top

Concrete collar, see Sheet F.5

Concrete collar

Separation-stabilization geotextile, type II-C class 3

Keyed riprap, method A, RIPRAP HEADWALL DETAIL

Keyed riprap, method A, class 3

Riprap headwall

Keyed riprap, method A, class 3

Riprap headwall clean bedrock. See Sheet F.6 needed for embedding min. 1' into

Concrete footing, adjust height as clean bedrock. See Sheet F.6 needed for embedding min. 1' into

Concrete footing, adjust height as

SECTION C-C

ANCHOR BOLT DETAIL

SECTION A-A

ISOMETRIC VIEW

SECTION B-B

REINFORCED CONCRETE HEADWALL

3'-0"

COLLAR DETAILS

REINFORCED CONCRETE

OPEN-BOTTOM ARCH

2.

1.

NOTE:

F.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 f1 fe .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

M a y

C h e c k e d b y

D e s ig n e d b y

18" O.C. See detail

" Anchor bolt @4 as needed

Provide beveled washers LC m in

" Ø galvanized4 bolt design - 4" hook

Acceptable anchor

Culvert crown

3'-0"

B

B

C

C

A

A

3' -0

Sp an

3' -0

18" O.C. See detail

" Anchor bolt @4 ty p

C lr

18" O.C. See detail

" Anchor bolt @4

#4 Each face

Pipe

C lr

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

(3 each face, 6 total)

#4 Reinf @ equal spacing

#4 stirrups

E a c h f a c e

Top of footing

Top of footing

Bottom of footing

Bottom of footing

O .C

Anchor dowels

Anchor dowels

NO SCALE

spacing each face

#4 @ equal

@ 16" O.C.

#4 stirrups least 1-foot. Excavation and backfill according to Section 209.

be reduced provided the collar is keyed into the rock at

Where bedrock is encountered, the depth of the collar may bent to align with the collar.

install anchor bolts as shown. Anchor bolts may need to be

Provide slotted hole at bolt locations as necessary in order to

GENERAL NOTES:

Factored Bearing Resistance: 2 tons/sq. ft.

SOIL:

all other locations.

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

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

Furnish reinforcing steel bars conforming to AASHTO M31

REINFORCING STEEL:

-inch. 4 3exposed edges design compressive strength f'c=4500 psi. Chamfer all

Furnish minor concrete per Section 601 with minimum 28-day

CONCRETE:

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

Furnish structures and assembly fasteners for connecting plates

STEEL STRUCTURAL PLATE STRUCTURES:

As specified in design specifications.

LIVE LOAD:

Soil: 125 lb per cubic foot.

Concrete: 150 lb per cubic foot.

DEAD LOAD:

with AASHTO LRFD Bridge Design Specifications, latest edition.

latest edition. Design precast stem walls and footings in accordance

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

precast sections.

Install tie rods or connector plates per manufacturer between

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

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

Detail is for general information only.

CONSTRUCTION:

SECTION

STRUCTURAL DETAILS

OPEN-BOTTOM PIPE ARCH

" (min.)2 12'-6

1'-3" (min.)

ty p

Flow

F.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 f1 ff .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

J u n e

C h e c k e d b y

D e s ig n e d b y

15°

V a r ie s

4½"

4¼" 8 31 ref.

ref.

foam gasket Closed cell

Pipe arch

Span (per plan) as required short & long bolts

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

Center pipe arch

Pipe arch wall

3" m in elev per plan

Top of footing, foundation

Outside of foundation

Inside of

NO SCALE

" thick material16

Base channel, 15" (min.)

Non-shrink grout rope

" mastic 4

" gap2

(outside joint) on top and sides mastic joint wrap

Grout and 9" wide

BASE CHANNEL

DETAIL

O Ring if required

" (max.)2 12'-9

1'-5" (max.)

DETAIL

>3 feet - 2 per joint

<3 feet - 1 per joint

Stem wall height, inside face

Stem wall

SUPPLEMENTAL PRECAST CONCRETE STEM WALL TIE

m a x bend down & twist

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

"Ø Hole for 1" Ø joint tie,4 leave rough, do not smooth

Existing bedrock stream bottom, FOUNDATION JOINT SECTION

SUPPLEMENTAL PRECAST WATERTIGHT

clean bedrock.

needed for embedding min. 1' into

Concrete footing, adjust height as

LP

LP

conditions

* Adjust depth to meet field

6"

4"

15"

12"

NO SCALE

SYSTEM

STANDARD UNDERDRAIN

F.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 f1 fg .d g n

OR

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

A p r il

C h e c k e d b y

D e s ig n e d b y

1'

1'

Ditch Shoulder Traveled Lane

W

SHOULDER

FLAT BOTTOM DITCH

CURB AND GUTTER

VEE DITCH

Utility Area

Traveled LaneCurb

Traveled LaneDitch Shoulder

W

W

W

ShoulderDitch Traveled Lane

2"

VIEW A VIEW B

V a r ie s

2"

W

W/2 m in lap

12" lap

12"

W/2

W

LC

LC

LC

LC

See View "B"

See View "B"

(where required)

Selected topping

Base

Surface

See View "A"

Underdrain dia (D) Underdrain dia (D) with geotextile, class 2, type C drains encapsulated material for under-

Granular backfill

Impervious material

Minimum underdrain grade is 0.5 percent.

Location of pipe underdrains may be adjustsed by the CO.

2.

1.

NOTE:

WIDTH (W)

MINIMUM

(D)

DIAMETER

(where required)

Selected topping

Base

Surface

See View "A"

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.8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

OR

U m y fi le s p w p r o d u c ti o n d o r e f1 fh .d g n p r il

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.9

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

OR

U m y fi le s p w p r o d u c ti o n d o r e f1 fi .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

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

Rivet, spot weld, or

Angle

Wedge

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

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

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

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

Bolt, bar and

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

rerolled with 3" × 1" pipe corrugations.

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

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

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

"2 1" × 3

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

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

Second angle connection optional to 42"

NOTE:

underdrain [6]

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

[5]

[6]

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

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

LEGEND:

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

> 54"

12" to 54"

6"

4"

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

STATE PROJECT

NUMBER

SHEET

F.10

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-15(1)

FS ERFO 2016(1)-15(3)

OR

U m y fi le s p w p r o d u c ti o n d o r e f1 fj .d g n p r il

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

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…