BONVIL201601_PLANS.pdf

INDEX TO SHEETS

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

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

ID BONVIL 2016(1)

A

M

N o v e m b e r

B

V I N

C E

N T

L

T O

W N

S E

C h e c k e d b y

D e s ig n e d b y

STD. DETAIL W634-2

LINEAR PAVEMENT MARKINGS

STOP BAR DETAIL

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

ROAD CLOSURE MAP PLAN

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

FIBER ROLL STD. DETAIL W157-21

STD. DETAIL W629-1

ROLLED EROSION CONTROL PRODUCT ON SLOPES

TABULATION OF EROSION CONTROL QUANTITIES

APPROACH DETAILS

TABULATION OF APPROACH QUANTITIES

BOULDER PLACEMENT DETAIL

PLAN AND PLAN

TABULATION OF PLAN QUANTITIES

TYPICAL SECTIONS

QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

I.3

I.2

I.1

H.2

H.1

G.2-4

G.1

F.3

F.2

F.1

E.2

E.1

D.12

D.2-11

D.1

C.2

C.1

B.1-4

A.4

A.3

A.2

A.1

I. PERMANENT TRAFFIC CONTROL

H. TEMPORARY TRAFFIC CONTROL

G. DRAINAGE

F. EROSION CONTROL

E. APPROACH ROADS

D. PLANS

C. TYPICAL SECTION(S)

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

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 SYMBOLS1

P

A u g u s t

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 BONVIL 2016(1) ID

DI

T

NO SCALE

- no symbol -wall face

N

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

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

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

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

SCALE IN MILES

BEGIN PROJECT

END PROJECT

Dam

Palisades

Point

Calamity

VICINITY MAP

N

Irwin

100+00.00

SCHEDULES A & B

ID BONVIL 2016(1)

373+66.00

SCHEDULES A & B

ID BONVIL 2016(1)

A.4

STATE PROJECT

NUMBER

SHEET

U

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

ID BONVIL 2016(1)

N o v e m b e r

V I N

C E

T O

W N

S E

C h e c k e d b y

D e s ig n e d b y

Boat Ramp Campground

Little Lemhi

Camp

T S

T N

R 44 E R 45 E

F O R E S T

N A T I O N A L

C A R I B O U

F O R E S T

N A T I O N A L

C A R I B O U m iles

T o Irw in

0 1 21

Bonneville County Pit

Reclamation Pit

Bureau of

Sheet and Description

C D E F G H I

Typical Sections Plan & Plan Approach

Roads Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 535 535

A0140 20301-2400 REMOVAL OF SIGN EACH 2 2

A0160 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 20 20

A0180 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 81 81

A0200 25125-0000 BOULDER EACH 11 11

A0220 30202-2000 ROADWAY AGGREGATE, METHOD 2

(LEVELING) TON 9,040 60 1,320 10,420

A0240 30302-1000 DITCH RECONDITIONING LNFT 4,400 2,200 6,600

A0260 31401-0000 STOCKPILED AGGREGATE TON 1,140 1,140

A0300 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 11,900 65 1,030 12,995

A0340 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 119 1 120

A0360 60201-0600 18-INCH PIPE CULVERT LNFT 62 62

A0380 60201-0800 24-INCH PIPE CULVERT LNFT 301 301

A0400 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 10 10

A0440 62201-0350 BACKHOE HOUR 10 10

A0460 62201-3750 CHAIN SAW HOUR 10 10

A0480 62301-0000 GENERAL LABOR HOUR 10 10

A0500 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 410 410

A0520 63302-0000 SIGN SYSTEM SQFT 110 110

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID WHITE LNFT 72 72

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID YELLOW LNFT 60,246 60,246

MileStone: Final Date Completed: In Progress Report Date: 10/25/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-O ct

-2

4:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \l ot se

.t ow ns en d\ D es kt op su m m ar y.

xl sm ]S he et

STATE PROJECT

B.1BONVIL 2016(1)ID

SHEET

NUMBER

Typical Sections Plan & Plan Approach

Roads Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0580 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN YELLOW LNFT 15,886 15,886

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

A0620 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 56 19 75

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

4:

P M

MileStone: Final Date Completed: In Progress Report Date: 10/25/18

C

U se rs \l ot se

.t ow ns en d\ D es kt op su m m ar y.

xl sm ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.2BONVIL 2016(1)ID

Typical Sections Plan & Plan Approach

Roads Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 535 535

B0140 20301-2400 REMOVAL OF SIGN EACH 2 2

B0160 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 20 20

B0180 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 81 81

B0200 25125-0000 BOULDER EACH 11 11

B0220 30302-1000 DITCH RECONDITIONING LNFT 4,400 2,200 6,600

B0240 30502-0000 FULL DEPTH RECLAMATION WITH

CEMENT, 12-INCH DEPTH SQYD 81,065 399 4,836 86,300

B0260 30510-0000 CEMENTITIOUS MATERIAL TON 1,405 8 137 1,550

B0280 31401-0000 STOCKPILED AGGREGATE TON 1,140 1,140

B0320 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 10,450 54 1,046 11,550

B0360 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 105 1 106

B0380 60201-0600 18-INCH PIPE CULVERT LNFT 62 62

B0400 60201-0800 24-INCH PIPE CULVERT LNFT 301 301

B0420 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

B0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 10 10

B0460 62201-0350 BACKHOE HOUR 10 10

B0480 62201-3750 CHAIN SAW HOUR 10 10

B0500 62301-0000 GENERAL LABOR HOUR 10 10

B0520 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 410 410

B0540 63302-0000 SIGN SYSTEM SQFT 110 110

B0560 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID WHITE LNFT 72 72

B0580 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID YELLOW LNFT 60,246 60,246

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

4:

P M

MileStone: Final Date Completed: In Progress Report Date: 10/25/18

C

U se rs \l ot se

.t ow ns en d\ D es kt op su m m ar y.

xl sm ]S he et

3)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.3BONVIL 2016(1)ID

Typical Sections Plan & Plan Approach

Roads Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

B0600 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN YELLOW LNFT 15,886 15,886

B0620 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

B0640 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 56 19 75

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

4:

P M

MileStone: Final Date Completed: In Progress Report Date: 10/25/18

C

U se rs \l ot se

.t ow ns en d\ D es kt op su m m ar y.

xl sm ]S he et

4)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.4BONVIL 2016(1)ID

T O

W N

S E

N D

B

V I N

C E

N T

QUANTITIES

PAVEMENT STRUCTURE

C.1

STATE PROJECT

NUMBER

SHEET

U

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

ID BONVIL 2016(1)

O c to b e r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

by the CO.

Station limits are approximate. Final location to be determined[6]

Cementitious Material 3% by weight of 30502-0000.[5]

Full Depth Reclamation with Cement 1.96 TONS/CUYD.[4]

Antistrip additive 1% by weight.[3]

Asphalt pavement 1.94 TON/CUYD.[2]

Aggregate base 1.97 TON/CUYD.[1]

Values used for estimating purposes:

C.2

STATE PROJECT

NUMBER

SHEET

U

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

ID BONVIL 2016(1)

A u g u s t

V I N

C E

T O

W N

S E

C h e c k e d b y

D e s ig n e d b y

SAFETY EDGE DETAIL BSAFETY EDGE DETAIL A

TYPICAL SECTION

NO SCALE

LC

1:3 1:3

FOOTNOTE:

1:3 30°

Existing grade and left sides of roadway)

(Detail applies to both right to cover safety edge

Pull Roadway aggregate

Match existing width Match existing width

Varies from 12' to 16' (max.) on curved sections

Varies from 9' to 13' (max.) on tangent sections

Varies from 12' to 16' (max.) on curved sections

Varies from 9' to 13' (max.) on tangent sections

TYPICAL SECTION

Roadway Aggregate, Method 2, 2" compacted depth

1:3 and left sides of roadway)

(Detail applies to both right to cover safety edge

Pull Roadway Aggregate

LC

1:3 1:3

Existing grade

Match existing width Match existing width 3.2'

Varies from 12' to 16' (max.) on curved sections

Varies from 9' to 13' (max.) on tangent sections

Varies from 12' to 16' (max.) on curved sections

Varies from 9' to 13' (max.) on tangent sections

TYPICAL SECTION

3.2'

MAINLINE 100+00 to 373+16

SCHEDULE A

MAINLINE 100+75 to 373+16

SCHEDULE B

Full Depth Reclamation with Cement, 12-inch depth with Cement, 12-inch depth

Full Depth Reclamation

Safety Edge Detail B (typ.)

[1] 2% Crown [1]2% Crown

[1] 2% Crown [1]2% Crown

NOTE:

Asphalt Concrete Pavement, Gyratory Mix, 12

-inch or

3 -inch nominal maximum size aggregate, 0.3 to

3 million ESAL, Type IV pavement roughness, 3" compacted depth

Asphalt Concrete Pavement, Gyratory Mix, 12

-inch or

3 -inch nominal maximum size aggregate, 0.3 to

3 million ESAL, Type IV pavement roughness, 2.5" compacted depth

1.3'

Safety Edge Detail A (typ.)Roadway Aggregate, method 2, 2" compacted depth

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

1.3'

30°

2:

1 2:1

6" (min.)

Toe of slope

DETAIL

DITCH RECONDITIONING

by the CO.

Station limits are approximate. Final location to be determined1.

2' (min.)

[2]

Ditch Reconditioning Table Locations )

(See Sheet C.1 for

Existing ground Existing ground li m it s

S ta k in g

S ta k in g l im it s

2' ground

Existing varies

Existing ground

S ta k in g l im it s

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

2'

Existing ground

S ta k in g l im it s

S ta k in g l im it s

2'

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

2'

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

2'

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

Adjust ditch reconditioning as directed by CO.[2]

0.7' 0.7'

Superelevate roadway on curves to match existing. [1]

3 million ESAL, 3" compacted depth, placed in one lift

-inch nominal maximum size aggregate, 0.3 to 4

-inch or 2 1Asphalt Concrete Pavement, Gyratory Mix, 3 million ESAL, 2.5" compacted depth, placed in one lift

-inch nominal maximum size aggregate, 0.3 to 4

-inch or 2 1Asphalt Concrete Pavement, Gyratory Mix, (Without roadside ditch)

(With roadside ditch)

4.

3.

2.

1.

the terrain.

the characteristics of boulders indigenous to

Boulders to be provided from local source. Match

Vary number of boulders as directed by CO.

Place boulders randomly within the maximum spacing.

Place boulders weathered side up.

Boulder locations shown on the plans are approximate.

ELEVATION

PLAN

SECTION A-A

SECTION A-A

DETAIL

BOULDER PLACEMENT

D.12

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 id a fl .d g n

ID BONVIL 2016(1)

O c to b e r

V I N

C E

T O

W N

S E

C h e c k e d b y

D e s ig n e d b y

BARRIER BOULDER PLACEMENT

BOULDER PLACEMENT DETAIL

Finished grade

Edge of pavement

Place boulders randomly in clusters

25% to be approx. 4' x 4'

25% to be approx. 2' x 2'

50% to be approx. 3' x 3'

Vary adajcent boulders in size and dimension.[3] will be 10' min. or as determined by CO.

Distance from edge of pavement to face of boulders[2] traffic use.

directions between the boulders to deter vehicular is complete, rip surfaces 10" in depth in opposite

After embankment, excavation, and boulder placement[1] m in between boulders

[1]4' (max.) spacing

[3]3' (min.)

m in

A

A spacing

4' (max.)

See Typical Section for

Structural Section Details roadway

Proposedpavement Clear from

[2]10' (min.)

Boulder (typ.)

Boulder (typ.)

roadway

Proposed pavement Clear from

[2]10' (min.)

See Typical Section for

Structural Section Details

Placement Detail this sheet

See Boulder

Placement Detail this sheet

See Boulder

Placement Detail this sheet

See Boulder

Boulder height3 m in m in

0.5 to 2' blend with ground (typ.)

native material and

Fill up to boulder with

FOOTNOTE:

NO SCALE

APPROACH

E.1

STATE PROJECT

NUMBER

SHEET

U

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

ID BONVIL 2016(1)

O c to b e r

C h e c k e d b y

D e s ig n e d b y

NOTE:

exisitng field conditions.

Areas and quantities shown may be adjusted by the CO to fit 1.FOOTNOTE:

Cementitious Material 3% by weight of 30502-0000. [5]

Full Depth Reclamation with Cement 1.96 TONS/CUYD.[4]

Antistrip additive 1% by weight.[3]

Asphalt pavement 1.94 TON/CUYD.[2]

Aggregate base 1.97 TON/CUYD.[1]

Values used for estimating purposes:

F.1

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 id a

E C .d g n

ID ID BONVIL 2016(1)

O c to b e r

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

CONTROL QUANTITIES

TABULATION OF EROSION

NOTE:

by the CO.

Station limits are approximate. Final location to be determined1.

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W629-1

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BONVIL 2016(1)ID

U S

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

W .d g n e p te m b e r

Erosion control blanket

Flow edge overlap see N ote 1

S tap le sp acin g

Staples @

Staples @

Se e

Not e

Pr ev ai lin g wi nd

6"

12" spacing

6" overlap

6" (m in.)

4" (min.)

' (m ax.) c-c

3'

12" (max.) c-c

12" (max.) c-c

12" (max.) c-c

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

2.

1.

Staple (typ.)

Shingle splice, see Detail C of slope, see Detail A

Anchor trench at top

Staple

Staple

Compacted native soil control blanket

Erosion

Compacted native soil

Toe of slope

PERSPECTIVE VIEW

SHINGLE SPLICE

DETAIL C

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

Blanket edge

Blanket ends

Slope stake

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

NOTE:

of slope, see Detail B

Anchor trench at toe

Erosion control blanket

6 x 6" Trench

6 x 6" Trench

12" spacing

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

ID BONVIL 2016(1) ID

U S

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

A u g u s t

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

10.4 x 16 60201 -0600

60201 -0800

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

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

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 LNFT LNFT EACH Lt Rt

10+77 1 21 55 GS 1,2,3

201+25 1 15 32 GS 1,2,3

244+21 1 2

254+35 10 28 80 GS 1,2

276+00 10 26 85 GS 1,2

297+66 1 15 30 GS 1,2,3

314+58 1 18 45 GS 1,2

331+50 1 14 36 GS 1,2

PROJECT TOTAL 137 62 301 1

Allowable Pipe Material

NOTE: A Aluminum

1. See Std. 602-1 for minimum wall thickness for galvanized steel pipe culvert. AS Aluminized steel

2. Culvert locations are approximate, field locate per Subsection 152.05(g). C Concrete

3. Approach cross culvert. GS Galvanized steel

P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES SCHEDULES A & B

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

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D ra in ag e.

xl sx

]S he et

-O ct

-2

:1

L.

T

O W

N S

EN

D 8/

B

V

IN

C

EN

T D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

BONVIL 2016(1)

Second line Third line

ID

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

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BONVIL 2016(1) ID

U S

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

.d g n

A u g u s t

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

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BONVIL 2016(1) ID

U S

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

.d g n

A u g u s t

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

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BONVIL 2016(1) ID

U S

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

.d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

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

See Section 704 for bedding and backfill requirements.

1.

2.

3.

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

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

Bedding material (uncompacted)

Impermeable backfill material.

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

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

depth table

See bedding excavation in trench

HH

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

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

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

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

exceeding 6" compacted depth; or lean concrete

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

NOTE:

2H or 12' (max.)

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

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

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

TEMPORARY TRAFFIC CONTROL

TABULATION OF

H.1

STATE PROJECT

NUMBER

SHEET

U

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

ID ID BONVIL 2016(1)

A u g u s t

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

FOOTNOTE:

CO to determine final locations.[1]

[1]

PERMANENT TRAFFIC CONTROL

TABULATION OF

I.1

STATE PROJECT

NUMBER

SHEET

U

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

ID ID BONVIL 2016(1)

A u g u s t

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

FOOTNOTE:

Each linear foot represents a line 4-inch wide.[1]

[1] [1] [1] [1]

1.Stationing is approximate, field adjust as directed by the CO.

I.2

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 id a fb .d g n

ID BONVIL 2016(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

L

T O

W N

S E

N D

B

V I N

C E

N T

FOOTNOTE:

purposes only.

A 12' lane width was assumed for estimating

Extend stop bar across the width of the lane.[1]

[1]

DETAIL

STOP LINE

[2]

[2]

[2]

STOP LINE DETAIL

Pavement marking, type B, solid white

Varies

NOTE:

applications.

All pavement markings shown are to be placed with two1.

W634-2

REVISED: 10/2012

DETAIL APPROVED FOR USE 10/2007

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PAVEMENT MARKINGS

LINEAR

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

I.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BONVIL 2016(1) ID

U S

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

A u g u s t required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L s h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'