Tom_Miner_Plans_FINAL.pdf

INDEX TO SHEETS

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

MT PARK 63(1)

A

M

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

L. BRIDGE

K. GRS-IBS ABUTMENTS

J. DRAINAGE

I. RESERVED

H. TEMPORARY TRAFFIC CONTROL PLAN

G. SAFETY FEATURES

F. EROSION CONTROL

E. APPROACH ROADS AND PARKING AREAS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

CARBELLA TRUSS BRIDGE

ROCK CREEK BRIDGE

TOM MINER BRIDGE

ROCK CREEK BRIDGE GRS-IBS ABUTMENT PROFILES

TOM MINER CREEK BRIDGE GRS-IBS ABUTMENT PROFILES

GRS-IBS DETAILS

GRS-IBS PLAN AND ELEVATION

TABULATION OF GRS-IBS QUANTITIES

DRAINAGE DETAILS

RIPRAP LAYOUTS

TABULATION OF DRAINAGE QUANTITIES

ROAD CLOSURE SIGNING DETAIL

STANDARD DRAWINGS

TEMPORARY TRAFFIC CONTROL PLAN DETOUR SIGNING

TOM MINER CREEK BRIDGE DIVERSION

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

GUARDRAIL STANDARD DRAWINGS

STANDARD DRAWINGS

EROSION CONTROL PLAN

TABULATION OF EROSION AND SEDIMENT CONTROL QUANTITIES

ROAD APPROACH DETAILS

TABULATION OF APPROACH QUANTITIES

MONTANA FENCE STANDARD DRAWINGS

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

L.19-21

L.10-18

L.1-9

K.6

K.5

K.3-4

K.2

K.1

J.4-6

J.2-3

J.1

H.9

H.4-8

H.3

H.2

H.1

G.1-2

F.4-6

F.2-3

F.1

E.2-4

E.1

D.5-6

D.4

D.2-3

D.1

C.2-3

C.1

B.1-2

A.4

A.3

A.2

A.1

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

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

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

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

M a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3PARK 63(1)MT

500 10000250500

Scale in feet VICINITY MAP

To m M in er C re ek

Y e ll o w s to n e R iv e r

Rock Creek

Gr iz zl y

M ea do w R oa d

Creek Road

Tom Miner

Carbella Campground

Creek Bridge

Tom Miner

Bridge

Rock Creek

Rock Creek

Road Mountain Home

Yellowstone

Country Lodgings

Yellowstone

Livingston, MT

37 miles to

Gardiner, MT

16 miles to

Bridge

Carbella

Creek Road

Tom Miner

O ld Y e ll o w s to n e T r a il S

A.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a a d .d g n

MT PARK 63(1)

A u g u s t

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

RECONSTRUCTION

AND FULL DEPTH

BEGIN PROJECT

RECONSTRUCTION

AND FULL DEPTH

RESUME WORK

RECONSTRUCTION

SUSPEND FULL DEPTH

RECONSTRUCTION

AND FULL DEPTH

END PROJECT

101+20 (TM)

MT PARK 63(1)

104+90 (TM)

MT PARK 63(1)

200+00 (RC)

MT PARK 63(1)

203+50 (RC)

MT PARK 63(1)

See Sheets L.19-21

Carbella Bridge Repair

Sheet and Description

Section C Section D Section E Section F Section G Section H Section J Section K Section L

Typical Section Plan & Profile Approach

Roads Erosion Control

Safety Features

Temporary Traffic Control

Drainage GRS-IBS Abutments Bridge 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 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM ALL ALL

A0140 15703-2000 SOIL EROSION CONTROL, TEMPORARY

TURF ESTABLISHMENT ACRE 0.2 0.1 0.3

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,567 83 1,650

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM ALL ALL

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.6 0.1 0.7

A0220 20301-0300 REMOVAL OF BOX CULVERT EACH 1 1

A0240 20301-0400 REMOVAL OF BRIDGE (Tom Miner

Creek) EACH 1 1

A0260 20301-0400 REMOVAL OF BRIDGE (Rock Creek) EACH 1 1

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0300 20302-0700 REMOVAL OF FENCE LNFT 21 9 30

A0320 20401-0000 ROADWAY EXCAVATION CUYD 1,321 79 1,400

A0340 20411-0000 SELECT BORROW (GRS-IBS) TON 699 31 730

A0360 20702-1000 GEOTEXTILE FILTER, CLASS 2,

TYPE E SQYD 985 115 1,100

A0380 20801-0000 STRUCTURE EXCAVATION CUYD 2,407 123 2,530

A0400 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 1,145 65 1,210

A0420 30202-1000 ROADWAY AGGREGATE, METHOD 1

(government provided material) TON 1,535 486 109 2,130

A0440 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE

2 TON 37 8 45

A0460 41202-0000 TACK COAT GAL 13 2 15

A0480 55201-0800 STRUCTURAL CONCRETE, CLASS D Contract Quantity

(AE) CUYD 50 50

A0500 55302-0500 PRECAST, PRESTRESSED CONCRETE Contract Quantity

SLABS, 48-INCH VOIDED LNFT 728 728

A0520 55401-2000 REINFORCING STEEL, EPOXY COATED LB 3,240 3,240 Contract Quantity

A0540 55501-0000 STRUCTURAL STEEL (Carbella

Truss Repair) LPSM ALL ALL

A0560 55601-0500 BRIDGE RAILING, CONCRETE Contract Quantity

(F-shaped concrete barrier) LNFT 208 208

A0580 57401-0000 GRS-IBS, GEOSYNTHETIC

REINFORCEMENT SQYD 7,630 380 8,010

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

5- O ct -2

8:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

To m M in er

_E st im at e-

.x ls x] Sh ee t

STATE PROJECT

B.1PARK 63(1)MT

NUMBER

Sheet and Description

Section C Section D Section E Section F Section G Section H Section J Section K Section L

Typical Section Plan & Profile Approach

Roads Erosion Control

Safety Features

Temporary Traffic Control

Drainage GRS-IBS Abutments Bridge ALLOWANCE Bid

Schedule

A0600 57402-0000 GRS-IBS, OPEN-GRADED BACKFILL TON 1,910 90 2,000

A0620 57403-1000 GRS-IBS, SEGMENTAL RETAINING

WALL UNIT (SRWU) SQYD 368 22 390

A0640 57501-0000 MINOR BRIDGE WORK (Structural

Concrete UHPC) LPSM ALL ALL

A0660 57501-0000 MINOR BRIDGE WORK (Carbella

Deck Replacement) LPSM ALL ALL

A0680 60201-0350 10-INCH PIPE CULVERT LNFT 76 8 84

A0700 60201-0500 15-INCH PIPE CULVERT LNFT 60 5 65

A0720 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 38 38

A0740 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 8 8

A0760 61707-0000 STRUCTURE TRANSITION RAILING LNFT 150 150 Contract Quantity

A0780 61901-0600 FENCE, BARBED WIRE LNFT 51 9 60

A0800 61921-1000 REMOVE AND RESET FENCE LNFT 55 5 60

A0820 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 60

A0840 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 60

A0860 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60

A0880 62301-0000 GENERAL LABOR HOUR 80

A0900 62501-0000 TURF ESTABLISHMENT ACRE 0.8 0.1 0.9

A0920 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8ft wide) EACH 4 4

A0940 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 40 10 50

A0960 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 10 30

A0980 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 1 1

A1000 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 314 36 350

A1020 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 150 150

A1040 65001-1000 CONSTRUCT AND MAINTAIN

DIVERSION (traffic) LPSM ALL ALL

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

5- O ct -2

8:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

To m M in er

_E st im at e-

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2PARK 63(1)MT

NUMBER

QUANTITIES

TYPICAL SECTION

TABULATION OF

FOOTNOTE:

[1]

[2]

Typical section quantities include approach road quantities.

diversion.

Tom Miner typical section quantities do not include traffic

[2]

C.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c a .d g n

MT PARK 63(1)

P

A u g u s t

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

Unclassified borrow

LC

Traveled way Traveled way

Existing ground

FOOTNOTE:

[1]

[1]

Var iabl e

Tur f es tabl ishment limi ts

No scale

C le a r in g l im it s

C le a r in g l im it s esta blis hment limi ts

Turf

2'

10'10'

2' ShoulderShoulder

MAINLINE TYPICAL SECTION

Profile point

TYPICAL SECTIONS

[1]

Var iabl e

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

Slope stake

D

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

0.25D

Existing ground

5' 5'

5' 5'

[2]

Variable

[1]

Variable

Rock Creek Road:

Tom Miner Creek Road:

V a r ie s

0.25D

D

[1]

Variable

12' Lane12' Lane

201+46.52 - 203+50.00

200+00.00 - 200+76.52

104+26.68 - 104+90.00

101+20.00 - 103+56.68

3% 3%

Construct slopes as shown in the Staking Report.

C.2

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

A u g u s t

K

H a r r is o n

A g n e w

C h e c k e d b y

D e s ig n e d b y

(government provided material)

Roadway Aggregate, Method 1

12-inch compacted depth

Unclassified borrow

LC

Traveled way

Existing ground

[1]

Var iabl e

No scale

C le a r in g l im it s

3'

5'5'

3' ShoulderShoulder

C le a r in g l im it s

Turf establishment limits

DET: 39+90.00 - 43+90.00

TYPICAL SECTIONS

point

Profile

[1]

Var iabl e

[1]

[1]

Variable

V a r ie s

NOTE:

FOOTNOTE:

TYPICAL SECTION

TRAFFIC DIVERSION

1.

Construct slopes as shown in the Staking Report.

3% and disposed of at completion of project.

All earthwork, grading, and structures, to be removed

See H Sheets for traffic diversion details.

2.

C.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c c .d g n

MT PARK 63(1)

A u g u s t

H a r r is

A g n e w

C h e c k e d b y

D e s ig n e d b y

(government provided material)

Roadway Aggregate, Method 1

6-inch compacted depth

PLAN QUANTITIES

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d a .d g n

MT PARK 63(1)

J u ly

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b

C

.0

P T

.6

P O

T

.0

P O

T

.0

,0

.4

,0

.4

+1.5000%

,0

.6

-6.0000%

,0

.8

-2.0000%

+0.5000%

,0

.0

SSD = 181

K = 10

75' VC

K = 20

80' VC

K = 20

50' VC

N

CUYD

EXC.

CUYD

EMB.

101+00

5015 5030

5045 5045

5060 5060

5075 5075

5090 5090

Profile grade

Existing ground

Slope stake limits

Old Ye llowston e Trai l S existing culvert

Do not disturb

Curve= TM-1

D

R= 850.00'

T= 91.15'

L= 181.60' relocated by others telephone to be

Existing power and

El= 5,057.46

E= 1,605,647.63

N= 349,037.74

El= 5,050.00

E= 1,605,537.10

N= 349,389.43

Construction limits

Construction limits

T o m M in e r C r e e k

30 6001530

Scale in feet

CP

16101Line to be constructed

104+00102+50 105+50 107+00 bridge

Remove existing

CP

GPS

TOM2

16102

TOM MINER BRIDGE

104+48 - 104+49 LT

104+46 - 104+51 LT

Remove Fence

104+49 - 104+58 LT

Install Fence, Barbed Wire and Reset Fence

Begin Remove

102+24 LT

culvert and wingwalls

Remove existing box

103+17

Reset Fence

End Remove and

102+74 LT

B Structure Transition Railing

T Terminal Section Type Tangent

See Sheet E.1

Driveway approach, 102+88 LT culvert, See J Sheets

Install 15-inch pipe

102+67

Culvert Inlet

10-inch Pipe

Left Ditch Profile

Right Ditch Profile

Right Ditch Profile

Section K

Abutments, See

Construct GRS-IBS

See L Sheets

Construct Bridge

Begin bridge

103+65.68

Protect existing fence type A, See Section J

Install riprap, class 4, See Sheet H.2

Diversion centerline

.6

.6

.4

.4

.9

.4

.4

T

BT

B

B

B

T

T

.9

Guardrail and Bridge Railing LT

Guardrail and Bridge Railing RT

549 48

D.2

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

A u g u s t

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

RECONSTRUCTION

FULL DEPTH

BEGIN PROJECT AND

101+20.00 (TM)

MT PARK 63(1)

104+90.00 (TM)

MT PARK 63(1)

RECONSTRUCTION

SUSPEND FULL DEPTH

DIVERSION

BEGIN TRAFFIC

SUSPEND WORK

DIVERSION AND

END TRAFFIC

43+90.00 (DET)

MT PARK 63(1)

39+90.00 (DET)

MT PARK 63(1)

N

CUYD

EXC.

CUYD

EMB.

203+00201+50200+00198+50

4985 4985

5000 5000

204+50

Profile grade

Existing ground

ROCK CREEK BRIDGE

30 6001530

Scale in feet

Old Yellowstone Trail S

R o c k C r e e k R o a d

El= 5,010.20

E= 1606815.89

N= 353502.28

El= 5,012.64

E= 1606886.99

N= 353842.52

Slope stake limits

Construction limits

R o c k C r e e k bridge existing

Remove constructed

Line to be limits

Slope stake limits

Construction

Curve= RC-2

D

R= 420.00'

T= 51.85'

L= 103.17'

Curve= RC-1

D

R= 420.00'

T= 22.34'

L= 44.64' relocated by others

Existing utilities to be

See L Sheets for details

Construct Bridge

GPS

GPS

GPS

ROCK1

ROCK3

ROCK2

.7

.7

.5

.5

.2

.2

BBT TB

T

Structure Transition Railing

Terminal Section Type Tangent

See Sheet E.2

Driveway approach

200+34 RT

See Sheet E.3

Driveway approach

202+45 LT

Culvert Inlet

10-inch Pipe

Right Ditch Profile

Left Ditch Profile

Left Ditch Profile

Left Ditch Profile

Right Ditch Profile

Section K abutments, See

Construct GRS-IBS

Protect existing fence

Type A, See Section J

Install Riprap, Class 4, Begin bridge

200+85.52 culvert

Remove existing

201+70 LT

Bridge Railing LT & RT

D.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d c .d g n

MT PARK 63(1)

A u g u s t

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

See J Sheets

10-inch Pipe Culvert

202+43 LT

P C

.0

P T

.6

P C

.1

P T

.3

P O

T

.0

P O

T

.0

2 2

,0

.2

,9

.2

-8.5000%

+10 .00

,0

.6

K = 18

340' VC

RECONSTRUCTION

FULL DEPTH

RESUME PROJECT AND

RECONSTRUCTION

FULL DEPTH

END PROJECT AND

200+00.00 (RC)

MT PARK 63(1)

203+50.00 (RC)

GPK FILE DATED April 26 2016

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16101 349304.742 1605604.045 5043.302 45°11'56.243391"N 110°54'28.751631"W 5014.1093 0.99964694 5/8" IR w/FHWA Alum Cap 1.

16102 349344.224 1605509.330 5047.345 45°11'56.616378"N 110°54'30.084179"W 5018.1523 0.99964669 5/8" IR w/FHWA Alum Cap

ROCK1 353376.804 1606838.855 5020.479 45°12'36.665234"N 110°54'12.527312"W 4991.1549 0.99964197 5/8" IR w/FHWA Alum Cap

ROCK2 353668.734 1606905.155 5018.760 45°12'39.559163"N 110°54'11.674350"W 4989.426 0.99964162 5/8" IR w/FHWA Alum Cap

ROCK3 353531.052 1606709.430 5019.032 45°12'38.165206"N 110°54'14.373639"W 4989.7051 0.99964181 5/8" IR w/FHWA Alum Cap

TOM1 349696.141 1605473.969 5055.957 45°12' 0.084525"N 110°54'30.666360"W 5026.7579 0.99964575 5/8" IR w/FHWA Alum Cap

TOM2 349140.016 1605579.660 5057.210 45°11'54.612746"N 110°54'29.050795"W 5028.0234 0.99964652 5/8" IR w/FHWA Alum Cap

PROJECT :Tom Miner/ Rock Creeek Road Improvements DATE OF FIELD WORK : April 2016 DATE OF FINAL ADJUSTMENT :April 2016

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

EPOCH DATE : 2010.0000

VERTICAL DATUM :Orthometric Elevations based on the NAVD88 GEOID12b

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

H

To m

M in er \9

5% P la ns

To m _M in er

_R oc k_ C re ek _c on tr ol s he et

.x ls x] S he et

-J un

-2

9:

A

M W

FL

H

D S ur ve y

D av ie s

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.4

SHEET

NUMBER

PARK 63(1)MT

SURVEY CONTROL

DETAIL APPROVED FOR USE 2/2010

REVISED:

W619-60

Sheet 1 of 2

MONTANA FENCE

5" x 5"

4" x 4"

4" x 4"

5"

4"

4"

"4 12" x 2" x

"4 1" x 2

1" x 22

1.33 lb/ft

In each 500' run of wood post fence, place one metal post in place wood stays are specified, use either 2" round, a rough dimension

" (nominal 2" x 4"). Provide stay of sufficient2 1" x 32

12" x 2", or a 1

2" above the top wire. Attach each wire to the wood stays using

" x 9 gage staples. Wood stays do not need to be treated.4

Notch 1" (typ.)

4 - 8" galvanized nails

18" x 12" x 12" m in m in

12" square

7' -0 (m in

16'-6"16'-6"

8'-3"8'-3"

18" x 12" x 12"

7'-0" (m in.)

12" square or round m in m in m in

8'-3"

" 3

8'-3"

16'-6"16'-6"

8'-3"8'-3"

" x 2" x 12" Levers (typ.)2

TYPE 2B-32W TYPE 3B-32W TYPE 2B-39W

ty p ty p m in ty p ty p

4"

4"

6"

5"

9" 4"

6"

6"

7"

3" "2

4"

"2

5"

"2

NUMBER

SHEET

STATE

D.5

PROJECT

PARK 63(1)

MT

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S e p te m b e r

U

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

NOTE:

NO SCALE

POST DIMENSIONS

DETAIL A

MEMBER

WOOD

STEEL

SQUAREROUND

TYPE 3B TYPE 4B TYPE 5B TYPE 6B

Double PanelSingle Panel line

Ground line

Ground

Double Panel Single Panel

M etal Brace M et al B ra ce concrete footing concrete footing

Nail to post with

FENCE WITH WOOD POSTS

FENCE WITH STEEL POSTS

concrete footing (typ.)

concrete footing or round

Anchor plate (typ.)

Line post

Line postLine postLine post halfway between line posts (typ.)

9.5 gauge twisted wire stay spaced Woven wire (typ.)Ground line

WILDLIFE-FRIENDLY

barbless wire

12.5 Gauge

barbless wire

12.5 Gauge

barbed wire

12.5 Gauge

when using square posts

Notching not required

Other posts

Brace

Line post

9 Gage staple

Leave in place after twisting pull, or panel posts

Corner, end, gate, Brace rail Brace rail

Corner, end, gate, pull, or panel posts

FENCE WIRE DETAILS

Wire stay stay

Wire

Line post to form a four wire brace.

gage smooth wire doubled

One continuous 9 or 12.5 near top of panel post

Tie two ends of wire brace

Line post (typ.)

way between line posts (typ.)

form a 2-wire unit spaced half-

9.5 gauge wire stay twisted to

See Detail A

6.

5.

4.

3.

2.

1.

Measure post spacing parallel to ground.

(except on curves).

and moving debris wires may be placed on windward side of posts the wire on the outside of the curve. In areas subject to high winds

Place all fence wire on pasture side of post, except on curves place length to be placed on the ground with the top of stay extending

Use wire stays on all fences unless wood stays are specified. When staples for wood posts and using ties for steel posts.

wire to corner posts or post used to tie-off wire. Attach wires using alternate wires of woven wire to line posts. Attach all wires of woven

Attach all barbed wires to posts. Attach bottom, top, center, and unless otherwise specified.

Use wood panels on all metal fences instead of the steel panels of a wood line post for lightning protection.

DETAIL APPROVED FOR USE 2/2010

REVISED:

W619-60

Sheet 2 of 2

MONTANA FENCE

33' to 330'

< 33'

660' Max.

> 330' to

66' to 660'

< 66'

990' Max.

> 660' to

Increase embedment depth to 2 feet.

depth to 3'-2". Increase length of metal "Interstate" line posts to 6'-6".

of metal "Interstate" posts and braces to 7'-8". Increase embedment

Offset "Interstate" fence 1 foot inside right-of-way. Increase length into ground at least 3 feet

"" diameter2

1to post by

Bury the deadman in the ground with at least 24" cover. Attach or a rock or other approved object weighing at least 150 pounds.

NUMBER

SHEET

STATE

D.6

PROJECT

PARK 63(1)

D.6

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S e p te m b e r

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

NOTE:

NO SCALE

surveyLC (m ax

(max.)

NOTE: Tie off on all cross hatched posts.

FENCE CONNECTION TO CATTLE GUARD

STOCKPASS

FENCE LAYOUT AT

IN R/W WIDTH

FENCE LAYOUT AT CHANGE

CROSS FENCE CONNECTION

FENCE LAYOUT AT

FENCE LAYOUT ON SHARP VERTICAL CURVES

FENCE PANEL TYPES

DOUBLE PANEL

FENCE TYPE

REQUIRED

PANELS

DOUBLE END PANEL

(End of Run)

SINGLE PANEL DOUBLE PANEL

(End of Run)

DOUBLE PANEL

(End of Run)

SINGLE PANELSINGLE PANELSINGLE PANEL

& Barbed Wire

Woven Wire

Combination

Barbed Wire

RUN = L

None

Double

Single

None

Single

Double

R/W line

LLL

L

L

L

° 45° corner or angle break

Double Panel at fence the junction of the metal posts around all wires and around

Tie 3 strands of 9 gage wire

See Note 3 for normal deadman

ALTERNATE DEADMAN

and barbed wire

Combination woven same as horizontal wire on combination

10 barbed wires spaced about the uneven terrain, space a minimum of

To avoid conforming woven wire to and barbed wire

Combination woven

Panel animals cannot pass the wings and arrange so that

Fasten fence wire securely to

Wing

Cattle guard

Panel Panel

Single panel Single panel

Double panel Double panel

R

W w id th v a r ia b le

R/W fence

R/W fence

Double Panel

Double Panel

Double Panel

Double Panel

R/W fence double panel

Single or

Cross fence

4.

3.

2.

1.

A deadman may be a precast concrete block, a cast-in-place block around itself five times.

wrapping around the end post at least two times and then wrapping wire against post. Start at the middle of the horizontal line wires, wires from the end of the fence. Place the first complete vertical stay

To attach woven wire to end post, remove two or three vertical stay least two times, then wrapping the wires around itself five times.

Attach barbed wires to tie-off posts by wrapping around the post at may be used when approved by the CO.

of 12.5 gage wire. The Alternate Deadman shown on this sheet the deadman to the fence with 3 strands of 9 gage wire or 6 strands approved by the CO eye bolts or other method

Securely fasten wing fence cannot pass so that animals

Locate panels

Drive metal line posts into n s tr u c ti o n

E n d o f a p p r o a c h tr a v e le d w a y

E d g e o f m a in li n e

LC

Varies

Match existing approach road profile and superelvation

NO SCALE

[1]

[1]

FOOTNOTE:

APPROACH CONNECTION DETAIL

within the mainline quantities.

Approach earthwork and aggregate quantities are included

APPROACH QUANTITIES

TABULATION OF

E.1

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

u n e

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

(government provided material) Roadway aggregate, method 1 6-inch compacted depth

CUYD

EXC.

CUYD

EMB.

10+5010+00

5045 5045

5050 5050

5055 5055

5060 5060

Existing ground

Profile grade traveled way

Edge of mainline

Line to be constructed

O ld Y e ll o w s to n e T r a il S

Driveway approach

GPS

TOM2

N

R

R 25'

10 200510

Scale in feet

P O

T

.0

El= 5052.73

E= 1605583.8487

N= 349192.7151

El= 5053.27

E= 1605564.0043

N= 349186.4801

APPROACH 102+88

TOM MINER

E.2

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

u ly

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y culvert, See J Sheets

Install 15-inch pipe

102+67

END APPROACH

BEGIN APPROACH

102+87.74 (TM)

10+00.00 (TMAP01)

10+20.80 (TMAP01)

,0

.1

-3.9230%

,0

.2

,0

.7 grade mainline

Match

CUYD

20+5020+00 traveled way

Edge of mainline

O ld Y e ll o w s to n e T ra il S

N

Dr ive way ap pr oa ch

R o ck C re e k R o a d

5015 5015

10 200510

Scale in feet

APPROACH 200+34

ROCK CREEK

El= 5007.52

E= 1606817.0959

N= 353536.3188

El= 5006.58

E= 1606832.5624

N= 353535.2355

R

P O

T

.5

R 5' constructed

Line to be

E.3

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

u ly

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

,0

.2

-10.6972%

,0

.5

,0

.5 grade mainline

Match

END APPROACH

BEGIN APPROACH

20+15.50 (RCAP01)

200+34.06 (RC)

20+00.00 (RCAP01)

CUYD

30+5030+00 traveled way

Edge of mainline

Line to be constructed

N

Driveway approach

R

10 200510

Scale in feet

APPROACH 202+45

ROCK CREEK

O ld Y e llo w s to n e T r a il S

R 5'

El= 5004.92

E= 1606849.7048

N= 353744.4399

10-inch Pipe Culvert

E.4

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

u ly

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

See J Sheets

10-inch Pipe Culvert

202+43 LT

El= 5007.23

E= 1606812.8019

N= 353756.1294 grade mainline

Match

NOGAP

3000.000000

APCL3

,0

.6

+5.00 00%

,0

.9

,0

.3

+12 .9

2%

,0

.2

END APPROACH

BEGIN APPROACH

30+38.71 (RCAP03)

202+45.06 (RC)

30+00.00 (RCAP03)

AND SEDIMENT CONTROL

TABULATION OF EROSION

F.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fa .d g n

MT PARK 63(1)

p r il

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b

N

Slope stake limits

Old Ye llowston e Trai l S

T o m M in e r C r e e k

Line to be constructed

20 4001020

Scale in feet

NOTE:

LEGEND:

Diversion centerline

EROSION CONTROL PLAN

TOM MINER

4.

3.

2.

1.

Clearing limits

Construction limits much as practical.

Protect existing vegetation within construction easement as

Contours shown are existing grades.

See Sheet F.4 for Fiber Roll Detail.

field as approved by the CO.

Final location of erosion control devices to be determined in the

Pipe Culvert

Turf Establishment

Fiber Roll

Temporary Soil Stabilization

F.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fb .d g n

MT PARK 63(1)

A u g u s t

H a r r is

A g n e w

C h e c k e d b y

D e s ig n e d b y

RECONSTRUCTION

FULL DEPTH

BEGIN PROJECT AND

RECONSTRUCTION

END FULL DEPTH

101+20.00 (TM)

MT PARK 63(1)

104+90.00 (TM)

MT PARK 63(1)

DIVERSION

BEGIN TRAFFIC

AND SUSPEND PROJECT

END TRAFFIC DIVERSION

43+90.00 (DET)

MT PARK 63(1)39+90.00 (DET)

20 4001020

Scale in feet

N

R o c k C r e e k R o a d

R o c k C r e e k constructed

Line to be

Old Yellowstone Trail S

Slope stake limits

EROSION CONTROL PLAN

ROCK CREEK

Clearing limits

NOTE:

4.

3.

2.

1.

much as practical.

Protect existing vegetation within construction easement as

Contours shown are existing grades.

See Sheet F.4 for Fiber Roll Detail.

field as approved by the CO.

Final location of erosion control devices to be determined in the

LEGEND:

Pipe Culvert

Turf Establishment

Fiber Roll

Temporary Soil Stabilization

F.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fc .d g n

MT PARK 63(1)

A u g u s t

A g n e w

C h e c k e d b y

D e s ig n e d b y : 2

2 2

RECONSTRUCTION

FULL DEPTH

RESUME PROJECT AND

200+00.00 (RC)

MT PARK 63(1)

RECONSTRUCTION

FULL DEPTH

END PROJECT AND

203+50.00 (RC)

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

NOTE:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

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

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

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

Construct channel at a minimum grade of 0.5 percent.

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

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

STATE PROJECT

NUMBER

SHEET

F.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

with plastic liner or riprap

Temporary diversion channel

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation membrane

Waterproof

Water surface elevation membrane

Waterproof

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level at time of construction

Diverted water level

Existing ground at time of construction

Diverted water level

Limit of work zone

Limit of work zone

Limit of work zone elevation (min.)

Top of berm elevation (min.)

Top of berm at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

m in

4'-6"

W157-17

METHODS

TEMPORARY DIVERSION BERM

m in m in

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

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

NOTE:

1 4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

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

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

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

of bottom rows as there are vertical course. Overlap the

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

minimum height equal to the water surface elevation with

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

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

These options suggest configurations for diverting a stream

1.

2.

3.

4.

5.

When encountering impenetrable material, see are specified.

See Special Contract Requirements when the alternative hole arrangement is specified.

Install reflector tab between post bolt and rail, every fourth post.

Alternate reflector tab shapes are acceptable.

Dimensional tolerances not shown or implied are intended to be those consistent with the proper functioning of the part, including its appearance, and accepted manufacturing practices.

A spacing, center to center

A

8 required, each end of rail

Thickness

Sheet slots

Splice bolt

Neutral axis

Splice bolt slots

SECTION A-A

CL

RAIL ELEVATION

W BEAM RAIL

L Thread Length

GUARDRAIL BOLT AND RECESS NUT

recess both sides

L

POST BOLT ASSEMBLY

Post and block

W beam rail guardrail bolt nut by more extend beyond

Thread not to on terminal sections

All posts except those

Post length stamp o r g r o u n d l in e o f p a v e m e n t

STANDARD HOLE ARRANGEMENT

POST AND BLOCK DETAIL

future overlays to accommodate raising guardrail

Upper 2 holes for

ALTERNATE HOLE ARRANGEMENT

POST AND BLOCK DETAIL

on each side of block

16d galvanized nail

Toenail with one

Hinge line of foreslope steeper than fill slope

Variable slope but not

Variablefill slope

REFLECTOR TAB

(See Note 4)

TYPICAL GUARDRAIL CROSS SECTION

1:10 or flatter slope bolts and nuts (8 per splice)

Traffic

Lap in direction of traffic groundline at face of rail

Edge of pavement or

POST SPACING

STANDARD POST SECTION

rail as applicable ground line at face of

Edge of pavement or terminal sections approach and departure

Widening required for

Subgrade shoulder.

NO SCALE

Symmetrical about placed front and rear

Reflective sheeting

617-10

STANDARD APPROVED FOR USE 1/1994

DRAFT: 10/2013

REVISED: 4/1994 6/2005

WOOD POSTS

G4 W-BEAM GUARDRAIL

See Special Contract Requirements when 7 foot or longer posts

Standards 617-13 or 617-24.

6'-0" ty p

" dia. holes (typ.)4

" deep4 1" high and 2

6'-0" t o e d g e

" plain round washer.4

" recess nut8

"2 1than

" dia. hole4

8"8"

" x 18"8

" splice bolt slot.8 1" x 132

" post bolt slot at 6'-3"2 1" x 24

" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

" RECESS NUT8

" deep16 11" dia. x

" guardrail splice 4 1" x 18

" x 18" guardrail post bolt8

(typ.)

8"

(t yp

6"

(t yp

6" (typ.)

8" ty p

2"

3""4

STATE PROJECT

NUMBER

SHEET

G.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

10° shown on Typical Section

Aggregate base or as

"32

"32

"16

"4

" R16

"32

2" "4 14"4

"16

1"16

Post spacing 6'-3"

"16 11"4

See Note 2

2'-0" (typ.)

"16

"32 7 "

"8

"16

S e e N o te ty p

" R16

3.

2.

1.

ELEVATION

PLAN

TEST LEVEL

L

(min.)

Taper Length

L post section

Standard

Pay limits terminal section type tangent

Guardrail system G4

Pay limits

Length of Need according to manufacturer's recommendations

Install a reflectorized object marker the standard post section.

face of the last two post blocks in

Tangent line projected from the embankment

Edge of widened fl a tt e r o r

See manufacturer's drawings for other details.

taper per manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a

Install terminal at a 1:25 taper or flatter, to position the meets appropriate test level for the project.

manufacturer's recommendations. Ensure that terminal terminal that meets NCHRP-350 or MASH requirements per details may vary. Install a tangent G4 W-beam guardrail

Use details shown as a general guide since manufacturer's

617-20

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2016

REVISED:

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

(ft)

3 (> 45 mph)

2 (≤ 45 mph)

37.5 or 50

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

10' m in m in

TEMPORARY TRAFFIC CONTROL

TABULATION OF

H.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a h a .d g n

MT PARK 63(1)

A u g u s t

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b

CUYD

EMB.

46+0044+5043+0041+5040+00

5030 5030

5045 5045

5060 5060

5075 5075

CP

16101

CP

16102GPS

TOM2

Existing ground

Profile grade

N

30 6001530

Scale in feet

Construction limits

Slope stake limits

Proposed diversion centerline

Curve= DET-1

D

R= 500.00'

T= 38.51'

L= 76.87'

Curve= DET-2

D

R= 70.00'

T= 31.66'

L= 59.47'

Curve= DET-3

D

R= 70.00'

T= 35.92'

L= 66.37'

Curve= DET-4

D

R= 70.00'

T= 32.41'

L= 60.71'

Curve= DET-5

D

R= 70.00'

T= 31.85'

L= 59.78'

1.

NOTE:

FOOTNOTE:

[1]

All earthwork, grading, and structures, to be removed and disposed of at completion of project.

TRAFFIC DIVERSION

TOM MINER CREEK BRIDGE

[1]crossing temporary culvert

Design and install

[1]crossing temporary culvert

Design and install

Design temporary culvert crossing in accordance with Section 650.

H.2

STATE PROJECT

NUMBER

SHEET

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

MT PARK 63(1)

J u ly

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

,0

.1

,0

.4

+0.5000%

,0

.2

-7.9999%

+2.5000%

,0

.9

+0.0000%

,0

.9

SSD = 169

K = 10

85' VC

K = 20

210' VC

SSD = 444

K = 10

25' VC

P C

.9

P R

C

.8

PRC

1+

.3

P T

.6

P C

.9

PR

C .6

P T

.4

P O

T

.0

P O

T

.0

DIVERSION

BEGIN TRAFFIC

DIVERSION

END TRAFFIC

39+90.00 (DET)

MT PARK 63(1)

43+90.00 (DET)

MT PARK 63(1)

M4-8a

Install Sign

M4-8a

Install Sign

Bridge

Carbella

Y el lo w st o n e

R iv er

DETOUR

DETOUR

1500 300001500

Scale in feet

DETOUR SIGNING

CONTROL PLAN

TEMPORARY TRAFFIC

N

ROAD

CLOSED

R11-2

Install Signs (2)

Rock Creek Bridge

END

DETOUR

Creek Bridge

Tom Miner

H.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a h c .d g n

MT PARK 63(1)

J u n e

K

H a r r is o n

K

A g n e w

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

at Carbella Bridge.

Do not close the road at Rock Creek Bridge during work

CLOSED

ROAD

AHEAD

W20-3

Install sign

O ld Y e ll o w s to n e T ra il S

Rock Creek Road

Rock Creek

Tom M ine r C ree k

DETOUR

END

DETOUR

G ri zz ly M ea do w R oa d

O ld Y e ll o w s to n e T ra il S

Ye llows ton e R ive r

750 15000750

Scale in feet

M4-10R, W16-8P

Install signs

M4-10L, W16-8P

Install signs

M4-10R, W16-8P

Install signsM4-10L, M1-4

Install signs

M4-10R, M1-4

Install signs

2'-6"

2" 4"B 2"

2" 2"B 4"0

BORDER

R=11/2"

TH=03/8"

IN=03/8"

Black on Orange

W16-8P SIGN DETAIL

DETOUR

LOCAL TRAFFIC ONLY

ROAD CLOSED

4 MILES AHEAD

R11-3a

Install sign

DETOUR

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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

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

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

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

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

NCHRP-350 or MASH for crashworthiness.

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

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

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

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

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

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

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

CO

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

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx xx

MPH

ROAD WORK

END

NO SCALE

635-4

FOR DIVERSION

TEMPORARY TRAFFIC CONTROL

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

W1-6 Rt. or Lt.

Traffic flow

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

If the area approaching diversion is not already signed and marked as a no passing zone, add signing and/or marking as appropriate. Remove conflicting pavement markings.

W20-1

See Note 4

W20-1

See Note 4

G20-2

See Note 4

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

W13-1P

1.

2.

3.

4.

5.

6.

W24-1

See Note 3

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway use an appropriate "Reverse Curve" sign (W1-4) instead of the "Double

Reverse Curve" sign (W24-1). Install a second, appropriate "Reverse

Curve" sign (W1-4) in advance of the second reverse curve back to the original alignment. Use "Reverse Turn" signs (W1-3) instead when the diversion has sharp curves with recommended speeds of 30 mph or less.

If the diversion is completely within the project limits, eliminate the

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

Place channelizing devices outside temporary roadway.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

ABC

ADVANCE WARNING AREA (See Sign Spacing Table)

TAPER AREA BUFFER SPACE

See Length and Spacing Table

A

TAPER AREABUFFER SPACE

for all diversion curves radius for the signed speed

Use at least the minimum

Mounted on

Type 3 barricades

Show markings as no passing unless otherwise directed by the CO)

Channelizing devices (drums, directed by the CO along diversion as channelizing devices

Delineators or

If the tangent distance along the temporary diversion is more than 600', SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and lessSPACING IN FEET

FEETMPH

20-70

20-65

20-60

20-55

20-50

20-45

20-40

20-35

20-30

20-25

Traffic flow

Traffic flow

W20-1

See Note 4

W20-7W20-4

G20-2

See Note 4

(See Length and

Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P

(optional)

W16-2P

(optional)

1.

2.

3.

4.

5.

6.

7.

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

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

For project specific minimum width, refer to the Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

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

See Note 6

10' min.

STATE PROJECT

NUMBER

SHEET

H.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1)MT

U S

C c m y fi le s p w p r o d u c ti o n d m t-a h f.

d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

STOP

HERE ON

RED

ROAD WORK

END

ROAD WORK

END STOP

HERE ON

RED

LENGTH

BUFFER SPACE

Expressway / Freeway xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

(optional) light warning

Type B

See Note 5

STOP LINE

Channelizing devices

See Note 5

STOP LINE

See Note 2

Temporary traffic signal to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

See Note 2

Temporary traffic signal

635-9

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2016

REVISED:

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

it has two signal faces that are at least 8 feet apart and meets the other

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

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

See Note 7

10' min.

40' - 180'

40' - 180'

STATE PROJECT

NUMBER

SHEET

H.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PARK 63(1) MT

B o r d e r .U

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

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

(optional)

W1-4

(optional) (optional)

WORK SPACE

Traffic flow

Traffic flow

W3-3

R10-6

See Note 6

G20-2

See Note 6

G20-2

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

See Note 6

W20-1 W20-4

(optional)

W13-1P

R10-6

NOTE:

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

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

ADVANCE WARNING AREA (See Sign Spacing Table)

ABC

(See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA BUFFER SPACE TAPER AREA A

Device spacingSee Note 5 the buffer space.

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

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings.

Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02.

markers between the work space and the stop line. Add no-passing lines in

Section 3B.16. Remove existing conflicting pavement markings and raised

For paved roadway surfaces, install stop lines complying with MUTCD must be determined by a qualified engineer.

conditions as…