mt-a0300461_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2023.09.08 14:18:55 -07'00'

BH TP

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

NO SCALE

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

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

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

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S 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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

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

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

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

ABBREVIATIONS

PLAN SYMBOLS AND

:5

A

M

J u ly

D e t W

-1 rp a -h ln -0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\G e n e ra l In fo rm a ti o n \m t-a W

-1

.d g n

:5

J u ly

D e t W rp a -h ln -0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\G e n e ra l In fo rm a ti o n \m t-a W

-1

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

A.2

MT BIGHORN 46(1)

PROJECT

A.2

Scale in miles

0 1 2 30.5

VICINITY MAP

SMITH

FORT

W a r

C r e e k

C r e e k

Cana l

B ig h o r n

M a n

Dam Yellowtail

B

IG

H O R

N

R

IV

E R

BIGHORN

CANYON

NATIONAL

RECREATION

AREA

C reek

C r e e k

S o a p

Soap

B ig ho rn

C an al

C an al

T. 5 S., R. 31 E.

S

S

221+00.00

END PROJECT

10+31.55

BEGIN PROJECT

Warman Loop Road

T. 5 S., R. 32 E.

T. 6 S., R. 31 E.

T. 6 S., R. 32 E.

S -3

Three Mile Fishing Access

184+24 m il e s

T o H a r d in

:2

S e p te m b e r

B a s e .B

.U S

C

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

PROJECT

NUMBER

MT BIGHORN 46(1) A.3

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I -

TYPICAL

SECTIONS

PLAN-

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (WAR MAN

CREEK) LPSM All ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 6,160 90 6,250

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20301-2400 REMOVAL OF SIGN EACH 21 21

A0200 20405-3000 SUBEXCAVATION, 18-INCH DEPTH SQYD 3,237 263 3,500

A0220 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 180 5 185

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 167 8 175

A0260 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 3.990 3.990

A0280 30402-5600 FULL DEPTH RECLAMATION, METHOD 2, 9-INCH DEPTH SQYD 46,818 682 47,500

A0300 40101-5500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

(TYPE III ROUGHNESS) TON 7,569 181 7,750

A0340 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 76 2 78

A0380 41102-1000 PRIME COAT, METHOD 1 SQYD 46,818 682 47,500

A0400 57501-0000 MINOR BRIDGE WORK LPSM ALL

A0420 60201-0400 12-INCH PIPE CULVERT LNFT 32 2 34

A0440 60201-0800 24-INCH PIPE CULVERT LNFT 80 4 84

A0460 60220-2400 9 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT LNFT 53 53

A0480 60704-0000 CLEANING CULVERT IN PLACE EACH 7 7

A0500 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 10

A0520 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 10

A0540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

A0560 62301-0000 GENERAL LABOR HOUR 20

A0580 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 197 13 210

A0600 62502-0000 TURF ESTABLISHMENT (DRY METHOD) SQYD 197 13 210

A0620 63302-0000 SIGN SYSTEM SQFT 112 112

A0640 63309-0000 DELINEATOR (DESIGN F) EACH 29 1 30

A0660 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (YELLOW) LNFT 2,209 141 2,350

A0680 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE) LNFT 48 2 50

MileStone: Signoff Report Date: 08/24/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

F:

\h ig hw ay s\

FH

W

A\

_m t-a0

_W ar m an Lo op R oa d\ Es tim at e\ Q

A R ev ie w m t-a0

_W ar m an

Lo op

R oa d_ S um m ar y.

xl sm ]S he et

PROJECT

B.1MT BIGHORN 46(1)

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I -

TYPICAL

SECTIONS

PLAN-

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0700 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN (YELLOW) LNFT 20,654 146 20,800

A0720 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2

A0740 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 100 100

A0760 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 247 247

A0780 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,360 1,360

A0800 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

-A ug -2

2:

P M

MileStone: Signoff Report Date: 08/24/23

F:

\h ig hw ay s\

FH

W

A\

_m t-a0

_W ar m an Lo op R oa d\ Es tim at e\ Q

A R ev ie w m t-a0

_W ar m an

Lo op

R oa d_ S um m ar y.

xl sm ]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.2MT BIGHORN 46(1)

surfacing section

Match mainline Profile grade

Existing road grade line

TYPICAL CONNECTION TREATMENT AT BIG HORN CANAL BRIDGE

PROFILE AFTER BRIDGE

Bridge end

50' surfacing section

Match mainline

50' grade line

Existing road

PROFILE BEFORE BRIDGE

Bridge beginning pavement removal

Bridge deck after

Profile grade

[5]

Subexcavation

CL

10'-0"10'-0"

Travel way Travel way

Original ground Original ground

219+32.90 TO 221+00.00

10+31.55 TO 218+88.98

[3]

WARMAN LOOP ROAD

TYPICAL SECTION

FOOTNOTE:

See Sheet C.2 for details

See Section 575.

See Sheet D.2 for quantities.

Reclaim the entire width of the existing pavement.

Match existing superelevation on curves.[1]

2.00% 2.00% [1][1]

Profile grade placed in two equal lifts roughness), 3-inch compacted depth, aggregate, < 0.3 million ESAL (type III

1/2-inch or 3/4-inch nominal maximum size

Asphalt concrete pavement, gyratory mix, [2] method 2, 9-inch depth

Full depth reclamation, Top of existing asphalt

[2]

CL

218+88.98 TO 219+32.90

[4]

BIG HORN CANAL BRIDGE

TYPICAL SECTION

24' existing bridge width roughness), 2-inch compacted depth aggregate, < 0.3 million ESAL (type III

1/2-inch or 3/4-inch nominal maximum size

Asphalt concrete pavement, gyratory mix, roughness), 2-inch compacted depth aggregate, < 0.3 million ESAL (type III

1/2-inch or 3/4-inch nominal maximum size

Asphalt concrete pavement, gyratory mix, [3]

[4]

Prime coat, method 1

1:4

Edge of travel way shoulder finishing (typ.)

Roadway aggregate, [5]

:1

P

A u g u s t

T y p ic a l

S e c ti o n r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\T y p ic a l

S e c ti o n s \m t-a ty p ic a l.

d g n

TYPICAL SECTION

PROJECT

C.1

NO SCALE

FOOTNOTE:

NOTE:

1:

1:2

B E

G

IN

S U

B E

X C

A V

A T

IO

N

E N

D S

U B

E X

C A

V A

T

IO

N

SUBEXCAVATION PROFILE

class 1, type C (nonwoven)

Separation-stabilization geotextile, class 1, type C (nonwoven)

Separation-stabilization geotextile, LC

[2]

SUBEXCAVATION DETAIL

1. See Sheet D.3 for quantities.

Backfill subexcavation to the top of existing pavement.

[5] subexcavation.

type C (nonwoven) 6-inches up the sides of the

Extend separation-stabilization geotextile, class 1, [4]

Adjust locations to meet field conditions as approved.

[3]

Mirror detail as appropriate.

See Sheet C.1.[1]

[5]

18-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Roadway aggregate, method 2, Top of existing pavement

Top of existing pavement

Existing ground

Existing ground

[1]Surfacing structure

[1]Surfacing structure

Geogrid, stabilization

Geogrid, stabilization

18-inch Subexcavation depth

L

Profile grade

[3]

Geogrid, stabilization class 1, type C (nonwoven)

Separation-stabilization geotextile, 6"

:1

A u g u s t

T y p ic a l

S e c ti r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\T y p ic a l

S e c ti o n s \m t-a s u b e x c a v a ti o n .d g n

SUBEXCAVATION DETAILS

PROJECT

C.2

WW

NOTE:

of the two points.

divide the computed distance by a mean combined factor on the ground, inverse the state plane coordinates and

1. To precisely check distances between points as measured

:0

J u ly

T y p ic a l

S e c ti r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\P la n a n d P r o f il e \m t-a c o n tr o l.

d g n

SURVEY CONTROL

PROJECT

D.1

[1] For re-establishing vegetation at pipe replacements.

:1

A u g u s t

T y p ic a l

S e c ti

F h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\T y p ic a l

S e c ti o n s \m t-a ty p ic a lq u a n ti ti e s .d g n

ROADWAY QUANTITIES

PROJECT

D.2 approved by CO.

Taper width to match bridge width as centerline.

labeled "BOTH" split evenly each side of

Width measured from centerline. Locations according to Section 302.

Place and compact roadway aggregate

Based on 1.97 TON/CUYD.

Includes excavation of existing pavement.

to meet field conditions as approved.

See Sheet C.2 for details. Adjust locations [1]

[2]

[3]

[4]

[5]

[5]

:5

A u g u s t

T y p ic a l

S e c ti h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\T y p ic a l

S e c ti o n s \m t-a s u b e x c a v a ti o n q u a n ti ti e s .d g n

QUANTITIES

SUBEXCAVATION

PROJECT

D.3

SB20

SB20

SBC20

TP

TP

AC

JBJBJBJB

TP

TP

N

Line to be constructed

Existing ground + 3" = Profile grade

10+31.55

WARMAN LOOP ROAD

MT BIGHORN 46(1)

BEGIN PROJECT

EL = 3171.59

E = 2404860.237

N = 405046.339

Sawcut pavement

S-313

.5

C.1

See sheet

CONNECTION DETAIL

GPS

GPS

WL1

WL2

C le a n in g c u lv e r t in p la c e

Subexcavation, LT1

See sheet C.2

See sheet C.2

Subexcavation, Both Subexcavation, Both2

See sheet C.2

Subexcavation, LT2

See sheet C.2

Subexcavation, LT2

See sheet C.2

Subexcavation, RT3

See sheet C.2

See sheet C.2

Subexcavation, RT

A 5

A 5

A 5

Subexcavation, RT2

See sheet C.2

NOTE:

centerline.

for Warman Loop Road, 30-feet on each side of

Big Horn County holds a 60-foot wide easement

50'

S °1

'1 "W

S80 °21'

50"W N68°51'32"W

N79°05'58"We = Match Ex.

'163.39L =

'84.19T =

'275.00R =

(RT)34°02'34"Δ =

12+23.53PI

e = Match Ex.

'372.78L = '188.58T = '1,000.00R =

(RT)21°21'31"Δ =

22+58.58PI

e = Match Ex.

'295.89L = '148.28T = '1,800.00R =

(RT)09°25'07"Δ =

25+91.06PI

e = Match Ex.

'276.70L = '138.38T = '5,410.00R =

(LT)02°55'49"Δ =

31+66.45PI

e = Match Ex.

'137.19L = '68.64T = '1,500.00R =

(LT)05°14'26"Δ =

33+73.42PI

e = Match Ex.

'195.42L = '97.72T = '5,410.00R =

(LT)02°04'11"Δ =

35+39.69PI

.0

.7

C

C 3

.9

C

C 3

.3

T

PC

C

C

.6

10+00 15+00 20+00 25+00 30+00 35+00 40+00

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180 3,180

3,190 3,190

3,200 3,200

3,210 3,210

PLAN AND PROFILE LEGEND:

Line to be constructed

:2

A u g u s t

P la n

-1 S h e e t]

R

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.4

SB20

TP

TP

N

Line to be constructed

Existing ground + 3" = Profile grade

GPS

WL3

GPS

WL4

p ip e c u lv e r t

I n s ta ll in c h d ia m e te r

R e m o v e e x is ti n g p ip e c u lv e r t

Subexcavation, RT5

See sheet C.2

Subexcavation, RT4

See sheet C.2

Subexcavation, RT4

See sheet C.2

Subexcavation, LT5

See sheet C.2 Subexcavation, Both 6

See sheet C.2

A

A

A 5

A 5

Subexcavation, Both4

See sheet C.2

Subexcavation, LT4

See sheet C.2

S6 4°

'30

"W

S89°52'13"W

N79°47'53"W e = Match Ex.

'168.05L =

'84.22T =

'1,000.00R =

(RT)09°37'43"Δ =

53+07.29PI

e = Match Ex.

'61.83L = '30.98T = '400.00R =

(RT)08°51'24"Δ =

54+22.09PI

e = Match Ex.

'126.42L = '63.30T = '1,000.00R =

(RT)07°14'36"Δ =

55+16.24PI

e = Match Ex.

'168.71L = '84.44T = '1,500.00R =

(RT)06°26'39"Δ =

57+30.84PI

e = Match Ex.

'203.56L = '101.82T = '3,000.00R =

(RT)03°53'16"Δ =

59+16.92PI

e = Match Ex.

'183.52L = '91.87T = '1,500.00R =

(LT)07°00'36"Δ =

43+52.67PI

e = Match Ex.

'96.42L = '48.36T = '500.00R =

(LT)11°02'58"Δ =

44+92.68PI

e = Match Ex.

'208.88L = '105.38T = '640.00R =

(LT)18°41'59"Δ =

46+46.12PI

.8

C 4

C

C

C

.1

C

C

C 5

.4

C

C

45+00 50+00 55+00 60+00 65+00 70+00

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180 3,180

3,190 3,190

3,200 3,200

3,210 3,210

40+00

:5

A u g u s t

P la n

-1 S h e

R

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.5

SB20 7

SB20 8

SB20

TP

TPTP

TP

TP

TP

BC

N

Line to be constructed

Existing ground + 3" = Profile grade p ip e c u lv e r t

I n s ta ll in c h d ia m e te r

R e m o v e e x is ti n g p ip e c u lv e r t

C le a n in g c u lv e r t in p la c e

C le a n in g c u lv e r t in p la c e

C le a n in g c u lv e r t in p la c e

Subexcavation, RT 8

See sheet C.2

Subexcavation, LT8

See sheet C.2

Subexcavation, LT 8

See sheet C.2

Subexcavation, Both8

See sheet C.2

Subexcavation, Both9

See sheet C.2

Subexcavation, Both 9

See sheet C.2

Subexcavation, RT 9

See sheet C.2

A 5

A 5

Subexcavation, LT9

See sheet C.2

Subexcavation, Both9

See sheet C.2

Subexcavation, RT

See sheet C.2

5 9 0 9

S67°32'24"W S4

4° '49

"W

S62°43'32"W e = Match Ex.

'251.03L =

'126.55T =

'800.00R =

(RT)17°58'43"Δ =

83+70.47PI

e = Match Ex.

'76.16L = '38.10T = '1,000.00R =

(LT)04°21'50"Δ =

75+40.77PI

e = Match Ex.

'48.16L = '24.10T = '450.00R =

(LT)06°07'54"Δ =

76+02.94PI

e = Match Ex.

'270.81L = '137.12T = '700.00R =

(LT)22°09'59"Δ =

77+64.11PI

e = Match Ex.

'208.85L = '105.83T = '525.00R =

(LT)22°47'35"Δ =

80+67.76PI

e = Match Ex.

'204.81L = '102.70T = '1,100.00R =

(LT)10°40'05"Δ =

98+41.20PI

C 7

C

C 7

C 7

75+00 80+00 85+00 90+00 95+00 100+00

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180 3,180

3,190 3,190

3,200 3,200

3,210 3,210

70+00

:5

A u g u s t

P la n

-1 S h e

R

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.6

SB20

TP

TP

N

Line to be constructed

Existing ground + 3" = Profile grade

GPS

WL5

GPS

WL6

C le a n in g c u lv e r t in p la c e

C le a n in g c u lv e r t in p la c e

C le a n in g c u lv e r t in p la c e

A

A 5

A 5

A 5

A 5

S5 2°

'2 7"

W e = Match Ex.

'159.12L =

'82.36T =

'250.00R =

(RT)36°28'05"Δ =

109+88.59PI

.2

105+00 110+00 115+00 120+00 125+00 130+00

3,120 3,120

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180 3,180

3,190 3,190

3,200 3,200

100+00

:5

A u g u s t

P la n

-1 S h e

R

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.7

SB20

TP

TP

AC

TPTP

IR

N

Line to be constructed

Existing ground + 3" = Profile grade

Subexcavation, Both 1

See sheet C.2

Subexcavation, RT 1

See sheet C.2

A 5

A 5

A 5

A 5

A 5

A 5

S88°31'33"W

135+00 140+00 145+00 150+00 155+00 160+00

3,110 3,110

3,120 3,120

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180 3,180

3,190 3,190

130+00

:5

A u g u s t

P la n

S h e

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \P la n a n d P r o f il e \m t-a p la n p r o

.d g n

PROJECT

D.8

SB20

TP

POWER

BC

TPTP

TP

TP

AC

TP

IR

BC

AC

IR

R E K R A M

Y R A D N U O B

N

Line to be constructed

Existing ground + 3" = Profile grade

GPS

WL7

GPS

WL8

p ip e c u lv e r t

I n s ta ll in c h d ia m e te r

R e m o v e e x is ti n g p ip e c u lv e r t

Subexcavation, LT 1

See sheet C.2

Subexcavation, RT 1

See sheet C.2

Subexcavation, LT 1

See sheet C.2

A

A 5

A 5

A 5

A5 e = Match Ex.

'133.12L =

'84.60T =

'85.00R =

(LT)89°43'47"Δ =

184+32.74PI

PC

184+81.26 PT

165+00 170+00 175+00 180+00 185+00 190+00

3,110 3,110

3,120 3,120

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180

3,190 3,190

160+00

:2

A u g u s t

P la n

-1 S h e

R

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.9

SBC20

T P

B C

T P

T P

T P

J B

T P

T P T P

T P

N

Line to be constructed

Existing ground + 3" = Profile grade b o x c u lv e r t.

S e e S h e e t

G .2 p r e c a s t r e in f o r c e d c o n c r e te

I n s ta ll f e e t s p a n f e e t r is e

R e m o v e e x is ti n g p ip e c u lv e r t

Subexcavation, Both 1

See sheet C.2

Subexcavation, RT 1

See sheet C.2

Subexcavation, LT1

See sheet C.2

Subexcavation, Both 2

See sheet C.2

Subexcavation, LT 2

See sheet C.2

Subexcavation, Both 2

See sheet C.2

Subexcavation, Both 2

See sheet C.2

Subexcavation, Both 2

See sheet C.2

A 5

A 5

A 5

A 5

A 5

A 5

A 5

A 5

A 5

A 5

A 5

Minor Bridge Work 2

.9

.9

See sheet C.1

Subexcavation, LT 1

See sheet C.2

Subexcavation, RT1

See sheet C.2 Subexcavation, RT 2

See sheet C.2

S01°12'14"E

S01°10'47"E S02°34'43"E e = Match Ex.

'114.92L =

'57.46T =

'5,410.00R =

(RT)01°13'02"Δ =

214+68.22PI

e = Match Ex.

'97.35L = '48.67T = '5,410.00R =

(RT)01°01'51"Δ =

217+31.08PI

e = Match Ex.

'112.62L = '56.31T = '5,410.00R =

(LT)01°11'34"Δ =

213+54.45PI

e = Match Ex.

'229.44L = '114.74T = '5,410.00R =

(LT)02°25'48"Δ =

218+94.49PI

R

C

R

C 2

200+00 205+00 210+00 215+00 220+00

3,130 3,130

3,140 3,140

3,150 3,150

3,160 3,160

3,170 3,170

3,180 3,180

3,190

3,200

3,210 3,210

195+00190+00

:2

A u g u s t

P la n

-1 S h e

R

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.10

SBC20

SB20

J B

T P

T P T P

T P

T P

T P

T P F P

N

Line to be constructed

Existing ground + 3" = Profile grade

221+00.00

WARMAN LOOP ROAD

MT BIGHORN 46(1)

END PROJECT

EL = 3178.96

E = 2388278.701

N = 399632.536

.0

C.1

See sheet

Sawcut pavement

CONNECTION DETAIL

GPS

WL9

GPS

WL10

Subexcavation, LT2

See sheet C.2

50'

S02° 34'43

"E S16°01'59"W S07°50'24"W e = Match Ex.

'97.35L =

'48.67T =

'5,410.00R =

(RT)01°01'51"Δ =

217+31.08PI

e = Match Ex.

'292.35L = '147.47T = '900.00R =

(RT)18°36'42"Δ =

222+34.60PI

e = Match Ex.

'229.44L = '114.74T = '5,410.00R =

(LT)02°25'48"Δ =

218+94.49PI

e = Match Ex.

'128.69L = '64.46T = '900.00R =

(LT)08°11'34"Δ =

225+90.06PI

.2

PT

.2

P O

E

3,160 3,160

3,170 3,170

3,180 3,180

3,190 3,190

3,200 3,200

3,210 3,210

3,220

3,230 3,230

220+00 225+00 230+00 235+00 240+00 245+00 250+00

:2

A u g u s t

P la n

-1 S h e rp a -h ln -0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-a W a rm a n L o o p R o a d \D

G N

\P la n a n d P ro fi le

\m t-a p la n p ro

.d g n

PROJECT

D.11

Based on 1.97 TON/CUYD.

[1]

:5

J u ly

T y p ic a l

S e c ti r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\A p p r o a c h R o a d s \m t-a A p p r o a c h q u a n ti ti e s .d g n

ROAD QUANTITIES

TABULATION OF APPROACH

PROJECT

E.1

Stationing Mainline x x x x x

C of highway L x x

Length Approach Road

L C of approach

A

Type Approach

APPROACH ROAD LOCATION SYMBOL

Variable

Edge of traveled way

C of approachL

C of highwayL

W

R

TYPE A APPROACH ROAD PLAN DETAIL

[1

[1

R

L

Extents of approach work

FOOTNOTE:

to existing alignment of approach is at an angle.

Continue approach radius as required if connection [1]

NO SCALE

:2

A u g u s t

T y p ic a l

S e c ti

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \A p p r o a c h

R o a d s \m t-a

A p p r o a c h d e ta il s .d g n

SHEET 1 OF 2

APPROACH ROAD DETAILS

PROJECT

E.2

1:3 1:3

APPROACH ROAD SECTION DETAIL - TYPE A APPROACHES

3-inch compacted depth

Roadway aggregate, method 2, [1]Width (W) c o n s tr u c ti o n

E n d o f a p p r o a c h

Edge of pavement approach road profile and cross slope Adjust connection to match existing

[1]Length (L)

APPROACH ROAD CONNECTION DETAIL - TYPE A APPROACHES

Match existing approach grade

3-inch compacted depth

Roadway aggregate, method 2, Top of existing approach surfacing

FOOTNOTE:

See Sheet E.2.

[1]

NO SCALE

:1

J u ly

T y p ic a l

S e c ti

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \A p p r o a c h

R o a d s \m t-a

A p p r o a c h d e ta il s

.d g n

SHEET 2 OF 2

APPROACH ROAD DETAILS

PROJECT

E.3

See Sheet F.6 for details.

embankment slopes as approved by the CO.

and protect temporary soil stabilization on

Use additional fiber rolls to minimize erosion [2]

See Sheet F.7 for details.

[1]

FOOTNOTE:

:5

A u g u s t

T

A B

U L

A T

IO

N

O F

E R

O S

IO

N

N

T R

O L

Q U

A N

T

IT

IE

S

S H

E E r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \E r o s io n C o n tr o l\ m t-a e r o s io n c o n tr o lq u a n ti ti e s .d g n

CONTROL QUANTITIES

TABULATION OF EROSION

PROJECT

F.1

TP

JBJBJBJB

TP

TP

N

TP

TP

N

10+31.55

WARMAN LOOP ROAD

MT BIGHORN 46(1)

BEGIN PROJECT

EROSION CONTROL LEGEND*:

Soil erosion control, fiber roll

Delineated wetland

*See Sheet A.2 for other features not listed in legend.

18+50 to 24+50

Install soil erosion control, fiber roll

52+00 to 56+25

Install soil erosion control, fiber roll

NOTE:

2. Contour interval = 1 foot.

1. Contours shown represent existing topography, prior to construction.

40+50 to 44+75

Install soil erosion control, fiber roll

51+21

Install soil erosion control, fiber roll

51+21

Install soil erosion control, fiber roll

:4

A u g u s t

D o u b le

P la n S h e e ts

S h e

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \E r o s io n C o n tr o l\ m t-a e r o s io n c o n tr o l.

d g n

10+31.55 TO 70+00

EROSION CONTROL PLANS

PROJECT

F.2

TPTP

TP

TP

N

TP

TP

N 85+50 to 87+75

Install soil erosion control, fiber roll

85+75 to 88+25

Install soil erosion control, fiber roll

83+81

Install soil erosion control, fiber roll

83+81

Install soil erosion control, fiber roll

:5

A u g u s t

D o u b le

P la n S h e e ts

S h e

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \E r o s io n C o n tr o l\ m t-a e r o s io n c o n tr o l.

d g n

70+00 TO 130+00

EROSION CONTROL PLANS

PROJECT

F.3

N

POWER

N

147+25 to 149+75

Install soil erosion control, fiber roll

167+50 to 184+00

Install soil erosion control, fiber roll

144+00 to 150+00

Install soil erosion control, fiber roll

163+00 to 167+00

Install soil erosion control, fiber roll

161+25 to 167+00

Install soil erosion control, fiber roll

167+75 to 172+75

Install soil erosion control, fiber roll

167+50

Install soil erosion control, fiber roll

167+50

Install soil erosion control, fiber roll

:5

A u g u s t

D o u b le

P la n S h e e ts

S h e

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \E r o s io n C o n tr o l\ m t-a e r o s io n c o n tr o l.

d g n

130+00 TO 190+00

EROSION CONTROL PLANS

PROJECT

F.4

TP

TP

JB

TP

TP

TP

N

T P T P T

P

T P

T P F P

N

221+00.00

WARMAN LOOP ROAD

MT BIGHORN 46(1)

END PROJECT

219+68 to 220+68

Install soil erosion control, fiber roll

219+68 to 220+68

Install soil erosion control, fiber roll

219+98

(War Man Creek) temporary stream diversion

Install soil erosion control, :2

A u g u s t

D o u b le

P la n S h e e ts

S h e r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \E r o s io n C o n tr o l\ m t-a e r o s io n c o n tr o l.

d g n

190+00 TO 221+00.00

EROSION CONTROL PLANS

PROJECT

F.5 with plastic liner or riprap

Temporary diversion channel

NO SCALE

temporary barrier

Use sandbags to construct A

A

Flow

PLASTIC LINED DIVERSION CHANNEL

SECTION B-B

SECTION A-A

4Ø + 4'

2Ø

4Ø + 4'

2Ø

SandbagsPlastic liner

1:

11:1 Ø Ø 1:

11:1

Flow

Plastic liner when scheduled)

Silt fence (typ.

and secure with sandbags (typ.)

8.

7.

6.

5.

4.

3.

2.

1.

Flow may be used, as approved by the CO.

Alternate methods of diversions listed in Subsection 157.10 is greater.

Ø = 2' or diameter of temporary culvert, whichever

Conform to the requirements of Subsection 157.10.

Single or multiple temporary culverts may be used.

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

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

When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and

See Sheet F.1 for temporary diversion channel location.

NOTE:

Permanent culvert

Roadway centerline

BB

See Note 5 when scheduled)

Silt fence (typ.

backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits

DIVERSION CHANNEL

PLAN

TEMPORARY CULVERT

SECTION B-B

Ø embankment

Roadway embankment

Roadway

Temporary culvert backfillSubgrade

Bedding

Natural ground

RIPRAP LINED DIVERSION CHANNEL

SECTION A-A SECTION B-B

4Ø

2Ø 2Ø

4Ø when scheduled)

Silt fence (typ.

Sandbags

Riprap lining Riprap lining

1:1 1:

Ø Ø 1:1 1:

FlowFlow

GeotextileGeotextile

6" deep and secure with riprap or sandbags.

Bury plastic liner 6" deep

2' 2'2'2'

:4

A u g u s t

S td r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\E r o s io n C o n tr o l\ m t-a te m p d iv e r s io n c h a n n e l.

d g n

CHANNELS

TEMPORARY DIVERSION

PROJECT

F.6

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber

Overlap fiber rolls 12-inch minimum. Drive stakes at

6-inches from fiber roll end angles towards the adjacent fiber roll and space stakes at 4-foot max.

NO SCALE

Spacing Slope

STAKES REQUIRED

1:4 or flatter

1:3

1:2

1:1

Stakes required for each roll

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

Runoff from disturbed areas

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

D ire c tio n o f ru n o ff 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

ALTERNATE FIBER ROLL JOINT DETAIL

SLOPE PROTECTION INSTALLATION

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

1.

2.

roll is secure to slope. Live stakes may be used for permanent installations. Do not crush fiber roll while staking.

Step 1: Excavate trench and install fiber rolls

Step 2: Backfill soil against fiber rolls

NOTE:

:0

J u ly

W F ib e r R ll r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \E r o s io n C o n tr o l\ m t-a

W

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.7

:4

A u g u s t

D r a in a g e T a b r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\D r a in a g e \m t-a g a .d g n

PROJECT

G.1

N

PT

.1

SBC20

219+98.00

-50 -40 -30 -20 -10 0 10 20 30 40 50

3,160 3,160

3,170 3,170

3,180 3,180 concrete box culvert centerline

5-feet rise precast reinforced

New 9-feet span, 48" culvert

Existing

Existing road centerline

Line to be constructed

HEADWALL: CONCRETE WINGWALLS

OUTLETHYDRAULIC INFORMATION PIPE INLET

BURIAL DEPTH: N/A BURIAL DEPTH: N/A

LENGTH: 53 FT

TYPE: RCB CULVERT SPAN: 9 FT RISE: 5 FT

PIPE SLOPE: 0.000 FT/FT FLOWLINE SLOPE: 0.000 FT/FT

INV N/E/EL: 399749.23 / 2388251.90 / 3172.53 INV N/E/EL: 399720.23 / 2388295.65 / 3172.53

Q : 648 CFS

HW : 3,177.48 FT

HW : 3,178.66 FT

Q : 333 CFS

BANKFULL CHANNEL WIDTH: 6 FT

WALL THICKNESS: 8 IN

UPPER/LOWER BEVEL HEIGHT: N/A

BEVEL: N/A BEVEL: N/A

UPPER/LOWER BEVEL HEIGHT: N/A

HEADWALL: CONCRETE WINGWALLS

Foundation fill, 2-foot compacted depth

Bedding material, 6-inch compacted depth (typ.)

class 1, type C (nonwoven)

Separation-stabilization geotextile, Q25

Q10

Existing road grade

Proposed culvert invert

Existing ground

0.0% Slope

SCALE IN FEET

5 0 5 10 152.5

WL8

CP

CP

WL10

Slope stake limits

Slope stake limits

CP

WL9

CL

Placed riprap, method A, class 4 (typ.)

Placed riprap, method A, class 4 (typ.)

FOOTNOTE:

approved by CO.

Adjust to meet field conditions as [1]

See Sheet G.3.

[2]

[1] [1]

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

399141.803

398962.057

403304.663

3200.69

3196.55

3147.82

WL10

WL9

WL8

2388369.776

2388104.957

2388169.658

Slope stake limits

Slope stake limits

54°

54°

:3

A u g u s t

R

C B

O X

C U

L V

E R

T D

E T

IL

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \D r a in a g e \m t-a g b

.d g n

:3

A u g u s t

R

C B

O X

C U

L V

E R

T D

E T

IL

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \D r a in a g e \m t-a g b

.d g n

219+98 DETAIL

BOX CULVERT

REINFORCED CONCRETE

PROJECT

G.2

36° RT

126°

54°

54°

126°

:2

:2

:2

:2 e x is tin g s lo p e

M a tc h s lo p e

M a tc h e x is tin g e x is tin g s lo p e

M a tc lo p e

M a tc h e x is tin g

Conserve smaller riprap to fill voids below surfacing section.

[4]

Place along length of box culvert (both sides).

[3]

Mirror detail about culvert centerline.

[2]

Riprap not displayed for clarity.[1]

SKEW ANGLE DIAGRAM

c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

EOP

Skew angle

A

A

ELEVATION

9'-0"8'-0" 8'-0"

BOX CULVERT WINGWALL AND RIPRAP DETAILS

class 4

Placed riprap, method A, ground

Existing ground

Existing

Roadway profile

1:2.3 ty p

B

B

1:

2.3

[1] class 4 method A, Placed riprap, Wi ng wa ll Wingwall

SECTION B-B

Box culvert invert class 1, type C (nonwoven)

Separation-stabilization geotextile, class 4

Placed riprap, method A, Box culvert cutoff wall

Existing ground

12"

Existing groundapprox.

8"

E x is ti n g R

O W

E x is ti n g R

O W

SECTION A-A

Box culvert invert class 1, type C (nonwoven)

Separation-stabilization geotextile, class 4

Placed riprap, method A, Box culvert wingwall

Existing ground

12"

Existing groundapprox.

8"

24"24"

4'-6"36" class 4

Placed riprap, method A, ground

Existing

6"

1:1.5

DETAILS

FOUNDATION AND RIPRAP

BOX CULVERT

Foundation fill material

Bedding

See Sheet C.1

Surfacing section class 1, type C (nonwoven)

Separation-stabilization geotextile, [3]

:5

A u g u s t

U n ti tl e d

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\D r a in a g e \m t-a g c .d g n

STABILIZATION DETAILS

WINGWALL AND RIPRAP

PROJECT

G.3

4.

3.

2.

1.

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

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

:5

A u g u s t r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \D r a in a g e \m t-a

S td

.d g n

PROJECT

G.4

2.

1.

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

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

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

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless of corrugation at heel and toe of angle

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

Bolt, bar and

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

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

[1]COUPLING BANDS FOR METAL PIPE CULVERT

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

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS [5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

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

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

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

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

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

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

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

Second angle connection optional to 42"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

[6]underdrain

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

[5]

[6]

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

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

:1

J u ly

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\D r a in a g e \m t-a S td .d g n

PROJECT

G.5

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

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

depth table

See bedding excavation in trench

HH

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

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

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

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

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

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

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

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

:1

J u ly

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\D r a in a g e \m t-a S td .d g n

PROJECT

G.6

See Sheet H.2 for sign details.

Install at beginning and end of project, as approved by CO.

operations. See Subsection 156.04.

Place at each end of road closure area during reclamation

Mount on barricade type 3.

For information only.

project.

of project and on S-313 east and west of end of

Install signs on S-313 north and south of beginning [1]

[2]

[3]

[4]

[5]

:5 u g u s t

T y p ic a l

S e c ti r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-a W a r m a n L o o p R o a d \D

G N

\T e m p o r a r y T r a f f ic

C o n tr o l\ m t-a T

T C q u a n ti ti e s .d g n

QUANTITIES

TRAFFIC CONTROL

TABULATION OF TEMPORARY

PROJECT

H.1

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

.2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.510.153.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C .3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

:5 u g u s t

N r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \T e m p o r a r y

T r a f f ic

C o n tr o l\ b il s ig n .d g n

LAW SIGN

BIPARTISAN INFRASTRUCTURE

PROJECT

H.2

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o d

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

the CO.

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

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

Where advance warning signs, placed as shown, interfere with permanent this traffic control plan as necessary to accommodate actual operations.

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

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

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

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Ro ad N ame

SIGN SPACING TABLE

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

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

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3 u g u s t

S td rp a

-h ln

-0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-a

W a rm a n

L o o p

R o a d

\D G

N \T e m p o ra ry

T ra ff ic

C o n tr o l\ m t-a

S td

-1

.d g n

PROJECT

H.3 posted speed, not the advisory speed.

Approach speed based on the regulatory *

6.

5.

4.

3.

2.

1.

the buffer space.

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

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

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

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

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

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

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

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

(optional)

Flagger location

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

WORK

ROAD

AHEAD

See Note 4

W20-1

BE

PREPARED

TO STOP

W20-7

(optional)

W16-2Pxxx

FEET

Flagger location

A

ROAD WORK

END

See Note 4

G20-2

W3-4

Traffic flow

Traffic flow

NOTE:LENGTH AND SPACING TABLE SIGN SPACING TABLE

LENGTH

BUFFER SPACE

SPEED*

APPROACH

BUFFER SPACE

Spacing Table)

(See Length and

Spacing Table)

(See Length and WORK SPACE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

FEETMPH

7/2022 REVISED:

635-5

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3 u g u s t

S td r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-a

W a r m a n

L o o p

R o a d

\D G

N \T e m p o r a r y

T r a f f ic

C o n tr o l\ m t-a

S td

.d g n

PROJECT

H.4

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

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

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

(optional)

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 the buffer space.

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

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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

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

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

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

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

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

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

7.

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:SIGN SPACING TABLELENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 6

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Ex…