mta-park2021-1_plans.pdf

PDF 20 MB Posted Apr 3, 2025

Attached to: MT FLAP PARK 2021(1), Old Yellowstone Trail South Improvements and Preservation
Solicitation number: 69056725R000003
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Apr 3, 2025

This is a comprehensive set of engineering and construction plans for the Old Yellowstone Trail South Improvements and Preservation project in Montana. The project involves roadway reconstruction along a 13.74-mile segment (5.56 miles in Schedule A and 8.18 miles in Schedule B) near Yellowstone National Park, with work including aggregate surface course placement, roadway reconditioning, culvert installations, soil erosion control, temporary traffic control, signage, and associated infrastructure improvements.

Key technical specifications include 22,257 tons of aggregate surface course for Schedule A and 34,629 tons for Schedule B, multiple pipe culvert installations (18-inch, 24-inch, and 36-inch diameters), roadway reconditioning across 5.51 miles (Schedule A) and 8.08 miles (Schedule B), and extensive temporary traffic control measures. The project traverses areas including Custer-Gallatin National Forest and involves multiple staging areas such as the Heritage Center, Beattie Gulch, and Cinnabar Basin Picnic Area. The work will be completed under the U.S. Department of Transportation Federal Highway Administration's jurisdiction, with the project limited to six pre-selected contractors.

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BRENT L COE Digitally signed by BRENT L COE Date: 2025.03.10 16:54:43 -07'00'

BEGIN SCHEDULE A & B

BEGIN PROJECT

END SCHEDULE B

END PROJECT

BASIN RD

CINNABAR

ARCH PARK

Staging Area

Heritage Center

Staging Area

Beattie Gulch

Gardiner Cemetery

END SCHEDULE A

END CONSTRUCTION

CONSTRUCTION

BEGIN

Cinnabar Basin Picnic area water source, Old Yellowstone Trail S

O ld Y el lo w st on e Tr ai l S

"MAIN 01" 445+00

"MAIN 01" 13+00

YELLOWSTONE RIVER

US HWY 89 S

CREEK

LANDSLIDE

S T E P H E N S C

R E E K

R E E S E C

R E E

Sco tt S t WScott St W

C R

E E

K R

D S

T E P

H E

G U

L C

H B

E A

T T I E

T R

A V

E T

E R

N A B A R B

A S

C R

E E

K R

D M

O L H

E R

O R

A N

C H R

C R

E E

K M

U L

H E

R I

N A B A R C

R E E K

To L iv in g st o n m ile s

N Entrance Rd

Ja rd in e

R d

NATIONAL PARK

YELLOWSTONE

NATIONAL FOREST

CUSTER-GALLATIN

A L D

G E R

C R

E E

K R

A R

Gardiner

P A

R K B

O U

N D

A R

"MAIN 01" 306+73

"MAIN 01" 442+60

"MAIN 01" 16+24

M a r c h

V ic in it y

M a p c p w w o r k \d

\m ta p a r k g e n e r a l-in f o .d g n

VICINITY MAP

PROJECT

NUMBER

SHEET

A.3

MT FLAP PARK 2021(1)

C) z G I'S

Heritage Center old yeuowston

"Main 01" e nails

'..J 1---A

CX)

Proposed staging

PROJECT

MT FLAP PARK 2021(1)

HERITAGE CENTER

STAGING AREA

SHEET

A.4

C) z G I'S

N vJ

Yellowstone National Parle

Beattie Gulch Trailhead

/\J w c.r, Proposed staging area

/\J w 0-, PROJECT

MT FLAP PARK 2021(1)

BEATTIE GULCH

STAGING AREA

SHEET

A.5

Existing Boat launch

CINNABAR BASIN PICNIC AREA

Optional Water source location (old boat launch access)

PROJECT

MT FLAP PARK 2021(1)

SHEET

NUMBER

A.6

CINNABAR BASIN PICNIC AREA

WATER SOURCE

Sheet and Description

D E F G H

Plan-Plan Turnouts Drainage Temporary Traffic Control Plan

Permanent Traffic Control Plan Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,000 100 2,100

A0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 3 2 5

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.5 0.5

A0200 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0240 20425-1000 DITCH, EXCAVATION LNFT 100 25 125

A0260 30110-0000 AGGREGATE SURFACE COURSE TON 22,257 782 961 24,000

A0300 30301-6000 ROADWAY RECONDITIONING MILE 5.51 5.51

A0320 60201-0600 18-INCH PIPE CULVERT LNFT 280 20 300

A0340 60201-0800 24-INCH PIPE CULVERT LNFT 311 29 340

A0360 60201-1000 36-INCH PIPE CULVERT LNFT 35 5 40

A0380 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 1 1

A0400 62201-0025 DUMP TRUCK HOUR 80

A0420 62201-0350 BACKHOE LOADER HOUR 80

A0440 62201-2750 MOTOR GRADER HOUR 80

A0460 62201-3000 HYDRAULIC EXCAVATOR (with hoe ram and breaker attachment) HOUR 80

A0480 62301-0000 GENERAL LABOR HOUR 80

A0500 62501-0000 TURF ESTABLISHMENT ACRE 0.5 0.5

A0520 62801-0000 TEMPORARY STREAM DIVERSION LPSM All ALL

A0540 63302-0000 SIGN SYSTEM SQFT 23 23

A0560 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A0580 63316-1000 REMOVE AND RESET SIGN SYSTEM EACH 1 1

A0600 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 86 14 100

A0620 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN EACH 7 7

MileStone: FINAL Date Completed: 03/13/25 Report Date: 03/13/25

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-M ar

-2

A M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 m ta -p ar k2

1_ S O

Q .x ls m

]S he et

PROJECT

B.1MT FLAP PARK 2021(1)

Plan-Plan Turnouts Drainage Temporary Traffic Control Plan

Permanent Traffic Control Plan Allowance Bid Schedule

A0640 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,232 68 1,300

A0660 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 616 34 650

A0680 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 70 70

-M ar -2

A M

MileStone: FINAL Date Completed: 03/13/25 Report Date: 03/13/25 c:

\p w -w or k\ d0 m ta -p ar k2

1_ S O

Q .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.2MT FLAP PARK 2021(1)

Plan-Plan Turnouts Drainage Temporary Traffic Control Plan

Permanent Traffic Control Plan Allowance Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,400 100 2,500

B0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 3 2 5

B0160 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

B0180 20101-0000 CLEARING AND GRUBBING ACRE 0.7 0.7

B0200 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

B0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

B0240 20302-1200 REMOVAL OF GUARDRAIL LNFT 850 850

B0260 20425-1000 DITCH, EXCAVATION LNFT 100 25 125

B0280 30110-0000 AGGREGATE SURFACE COURSE TON 34,629 831 140 35,600

B0320 30301-6000 ROADWAY RECONDITIONING MILE 8.08 8.08

B0340 60201-0600 18-INCH PIPE CULVERT LNFT 358 42 400

B0360 60201-0800 24-INCH PIPE CULVERT LNFT 375 25 400

B0380 60201-1000 36-INCH PIPE CULVERT LNFT 35 5 40

B0400 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 1 1

B0420 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

B0440 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A, WOOD POSTS LNFT 800 800

B0460 61702-1500 TERMINAL SYSTEM, TYPE MGS

TANGENT EACH 2 2

B0480 62201-0025 DUMP TRUCK HOUR 80

B0500 62201-0350 BACKHOE LOADER HOUR 80

B0520 62201-2750 MOTOR GRADER HOUR 80

B0540 62201-3000 HYDRAULIC EXCAVATOR (with hoe ram and breaker attachment) HOUR 80

B0560 62301-0000 GENERAL LABOR HOUR 80

B0580 62501-0000 TURF ESTABLISHMENT ACRE 0.7 0.7

B0600 62801-0000 TEMPORARY STREAM DIVERSION LPSM All ALL

B0620 63302-0000 SIGN SYSTEM SQFT 156 156

B0640 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

B0660 63316-1000 REMOVE AND RESET SIGN SYSTEM EACH 1 1

-M ar -2

A M

MileStone: FINAL Date Completed: 03/13/25 Report Date: 03/13/25 c:

\p w -w or k\ d0 m ta -p ar k2

1_ S O

Q .x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule B

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.3MT FLAP PARK 2021(1)

Plan-Plan Turnouts Drainage Temporary Traffic Control Plan

Permanent Traffic Control Plan Allowance Bid Schedule

B0680 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 86 14 100

B0700 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN EACH 7 7

B0720 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,512 88 1,600

B0740 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 756 44 800

B0760 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 80 80

-M ar -2

A M

MileStone: FINAL Date Completed: 03/13/25 Report Date: 03/13/25 c:

\p w -w or k\ d0 m ta -p ar k2

1_ S O

Q .x ls m

]S he et

4) SUMMARY OF QUANTITIES - Schedule B

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.4MT FLAP PARK 2021(1)

Varies

11- 5' .... 0'-25'., 0 f::

lJ :.::: -Lo""'_:::_=_=_=_=_=-,::, L,_:: .,,..iii!

Existing ground-7 Aggregate Surface course, 6-inch compacted depth

:::i .b Cl) C: ·-

8:.§

C: See cut slope rounding

5' ~ -- ------- --� 2 �--

� 717\ 'v' 17 /\\ 'Z \_ Existing ground Slope stake limit

CUT SLOPE ROUNDING

0 5' 5' B------------ Cl) C: " Cl

,,, - - m::--..\J 17�-Z:

K "'- Existing ground

0.25 f0- Slope stake limit

FILL SLOPE ROUNDING

� FOOTNOTES

!:i [1] taper roadway widths at a rate of 5: 1 or as directed.

Roadway Reconditioning

5' 12'

Existing ground

:!:: Varies O' - 20' ....J

:2 u :::i .b Cl) C:

/&WI/:\\\

230+80 to 232+15

366+50 to 375+00

17+30 to 18+30

53+80 to 55+00

58+85 to 59+80

78+50 to 79+60

106+50 to 107+50

114+60 to 115+50

148+20 to 148+80

166+25 to 167+55

375+60 to 376+30

30' 30'

Varies 8'-12' Varies 8'-12' Traveled lane Traveled lane

2% 2%

L Aggr�gate Surface course, 6-inch compacted depth

Roadway reconditioning

"MAIN 01"

16+24 to 442+60

2' Turf establishment limit r \ ·• ·· ... ��-F:/ Slope l Rounding Varies Existing ground 0'-25' 5' c:-- -------- -----i

8:.§

� -Existing ground

Aggregate Surface course, 6-inch compacted depth

Roadway Reconditioning

Varies 0'-20' :!::

....J

:2 u :::i b Cl) C:

8 - - - 117rtS1J {i0 "\_ Existing ground

PROJECT

MT FLAP PARK 2021(1)

Roadway widths lll

LOCATION

16+00 to 20+00

20+00 to 30+00

30+00 to 40+00

40+00 to 50+00

50+00 to 60+00

60+00 to 70+00

70+00 to 80+00

80+00 to 110+00

110+00 to 120+00

120+00 to 130+00

130+00 to 140+00

140+00 to 180+00

180+00 to 200+00

200+00 to 220+00

220+00 to 240+00

240+00 to 260+00

260+00 to 280+00

280+00 to 365+00

365+00 to 375+00

375+00 to 385+00

385+00 to 400+00

400+00 to 442+60

NOTES:

1. Offsets from centerline are from the existing apparent centerline only

WIDTH

19'

20'

18'

20'

18'

16'

18'

19'

21'

22'

23'

20'

22'

24'

23'

21'

20'

24'

20'

24'

22'

24'

2. construct roadway to existing roadway width, 24 feet max

TYPICAL SECTION

SHEET

C.1

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

OYTS1 287164.669 1654875.656 5309.469 45°01'50.888891"N 110°42'47.235054"W 5280.7183 0.999729364 5/8" ir w/fhwa alum cap 1.

OYTS2 287539.838 1654493.902 5278.455 45°01'54.534388"N 110°42'52.631095"W 5249.7018 0.999730247 5/8" ir w/fhwa alum cap

OYTS3 292131.938 1645980.463 5252.985 45°02'38.549136"N 110°44'52.180700"W 5224.1691 0.999724267 5/8" ir w/fhwa alum cap

OYTS4 292621.172 1645277.467 5246.637 45°02'43.268455"N 110°45'02.079318"W 5217.8171 0.999723801 5/8" ir w/fhwa alum cap

OYTS5 298613.490 1639266.555 5216.780 45°03'41.471811"N 110°46'27.145712"W 5187.922 0.999715782 5/8" ir w/fhwa alum cap

OYTS6 299464.990 1639184.705 5199.619 45°03'49.865202"N 110°46'28.478931"W 5170.7509 0.999715246 5/8" ir w/fhwa alum cap

OYTS7 309639.140 1636945.033 5205.188 45°05'29.950211"N 110°47'02.002668"W 5176.2729 0.999698936 5/8" ir w/fhwa alum cap

OYTS8 310309.936 1636825.533 5203.817 45°05'36.553455"N 110°47'03.821558"W 5174.8986 0.999697951 5/8" ir w/fhwa alum cap

OYTS9 315999.406 1634951.341 5110.980 45°06'32.419865"N 110°47'31.252548"W 5082.0017 0.999693538 5/8" ir w/fhwa alum cap

OYTS10 316712.992 1634401.040 5118.118 45°06'39.375237"N 110°47'39.089272"W 5089.1242 0.999692101 5/8" ir w/fhwa alum cap

OYTS11 324274.699 1630471.007 5142.754 45°07'53.385442"N 110°48'35.647036"W 5113.6185 0.999679328 5/8" ir w/fhwa alum cap

OYTS12 324945.683 1630185.077 5136.060 45°07'59.962722"N 110°48'39.791761"W 5106.9162 0.999678623 5/8" ir w/fhwa alum cap

OYTS13 332520.186 1625809.521 5377.207 45°09'14.016710"N 110°49'42.614403"W 5347.9557 0.999655636 5/8" ir w/fhwa alum cap

OYTS14 333125.399 1625617.960 5324.469 45°09'19.959814"N 110°49'45.430636"W 5295.2111 0.99965724 5/8" ir w/fhwa alum cap

OYTS15 337719.415 1618595.375 5071.904 45°10'04.126980"N 110°51'24.531299"W 5042.6948 0.999662521 5/8" ir w/fhwa alum cap

OYTS16 337891.583 1618205.217 5074.246 45°10'05.759999"N 110°51'30.018270"W 5045.0447 0.999662159 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM : Montana SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : MT83/2011IF NSRS11(NAD83/2011) Montana, Intl Foot

PROJECT :Old Yellowstone Trail South DATE OF FIELD WORK :July/August 2023 PROJECT UNITS : International foot

-M ar -2

A M c:

\p w

-w or k\ d0

S _c on tr ol sh ee t.

xl sx

]S he et

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.

PROJECT

D.1MT FLAP PARK 2021(1)

SHEET

SURVEY CONTROL

:3 a r c h

A B

U L

A T

O F

Q U

A N

p w w o r k \d

\m ta p a r k Q ta b s .d g n

TABULATION OF QUANTITIES

PROJECT

D.2

71 SQFT WL impacts

GPS

OYTS2

40'

BEGIN SCHEDULE A & B

BEGIN PROJECT

BEGIN CONSTRUCTION

Sign system, see H sheets

24-inch pipe culvert end of asphalt, begin gravel road

24-inch pipe culvert

"Main 01" location line

Existing culvert (do not disturb)

Turnout 1, see E sheets unnamed stream unnamed stream

Soil erosion control, fiber roll

EXISTING PAVEMENT

CONNECTION TO

Existing surface

Match existing pavement

Roadway reconditioning

Begin workzone limit

Edge of aggregate

Construction limits

Clearing and grubbing

Turf establishment

Edge of aggregate

Construction limits

"MAIN 01" 16+24

E=1654690.2014

N=287425.6466

"MAIN 01" 13+00

a r e a e n tr a n c e s ta g in g

H e r ita g e c e n te r

NOTE:

1. Alignment and linework shown is a graphical representation only.

E=1654377.2099

N=287503.5784

No Scale

50'

:5 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

13+00 to 27+00

MAIN 01

PROJECT

D.3

"Main 01" location line

"Main 01" location line 18-inch pipe culvert

Soil erosion control, Fiber Roll

End workzone limit

Clearing and grubbing

Turf establishment

Edge of aggregate

Construction limits

Edge of aggregate

40'

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

27+00 to 42+00

MAIN 01

PROJECT

D.4

"MAIN 01" location line

"MAIN 01" Location line

18-inch pipe culvertGardiner Cemetery entrance

Turnout 2, see E sheets

Soil erosion control, Fiber Roll Soil erosion control, Fiber Roll

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

42+00 to 57+00

MAIN 01

PROJECT

D.5

0 N

"MAIN 01" Location line

18-inch pipe culvert

Turnout 3, see E sheets

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

57+00 to 72+00

MAIN 01

PROJECT

D.6

"MAIN 01" Location line

Turnout 4, see E sheets

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

72+00 to 87+00

MAIN 01

PROJECT

D.7

"MAIN 01" Location line

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

87+00 to 102+00

MAIN 01

PROJECT

D.8

GPS

OYTS3 N

"MAIN 01" Location line

End section for 24-inch pipe culvert

18-inch pipe culvert

Ditch, excavation

Soil erosion control, check dam

Turnout 5, see E sheetsLandslide Creek

Soil erosion control, fiber roll

Soil erosion control, Fiber roll

Begin workzone limit

End workzone limit

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

Temporary stream diversion

40'

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

102+00 to 117+00

MAIN 01

PROJECT

D.9

GPS

OYTS4

YTS

"MAIN 01" Location line

36-inch pipe culvert

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

' 40'

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 117+00 TO 132+00

PROJECT

D.10

"MAIN 01" Location line

24-inch pipe culvert

Existing pipe culvert (do not disturb)

Stephens Creek

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

S T E P

H E

N S C

R E

E K R

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 132+00 TO 147+00

PROJECT

D.11

"MAIN 01" Location line

Turnout 6, see E sheets

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 147+00 TO 162+00

PROJECT

D.12

40'

"MAIN 01" Location line

18-inch pipe culvert

24-inch pipe culvert

Turnout 7, see E sheets

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 162+00 TO 177+00

PROJECT

D.13

"MAIN 01" Location line

24-inch pipe culvert

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 177+00 TO 192+00

PROJECT

D.14

5 N

"MAIN 01" Location line

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 192+00 TO 207+00

PROJECT

D.15

G P S

O Y T S

"MAIN 01" Location line

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 207+00 TO 222+00

PROJECT

D.16

G P S

O Y T S

"MAIN 01" Location line

Sign system, see H sheets

Existing culvert (do not disturb)

Removal of cattle guard

Turnout 8, see E sheets

Reese Creek

Soil erosion control, fiber roll

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate parking area, See A and E sheets

Beattie Gulch TrailheadYellowstone National Park Boundary

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 222+00 TO 237+00

PROJECT

D.17

40'

"MAIN 01" Location line

24-inch pipe culvert

Existing culvert, do not disturb

24-inch pipe culvert

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Clearing and grubbing Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 237+00 TO 252+00

PROJECT

D.18

5 N

40'

"MAIN 01" Location line

Removal of culvert

Soil erosion control, fiber roll

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 252+00 TO 267+00

PROJECT

D.19

"MAIN 01" Location line

Existing pipe culvert (do not disturb)

24-inch pipe culvert existing culvert (do not disturb)

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

' 40'

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 267+00 TO 282+00

PROJECT

D.20

40'

"MAIN 01" Location line

18-inch pipe culvert 18-inch pipe culvert

Soil erosion control, fiber roll

Soil erosion control, fiber roll Soil erosion control, fiber roll

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:1 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 282+00 TO 297+00

PROJECT

D.21

40'

"MAIN 01" Location line

Removal of pipe culvert

18-inch pipe culvert

End Schedule A

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Clearing and grubbing Turf establishment

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate 40'

' 40'

"MAIN 01" 306+73

A L

D R

E R

O A

E=1637148.7480

N=307004.6818

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 297+00 TO 312+00

PROJECT

D.22

40'1

40'

"MAIN 01" Location line

24-inch pipe culvert

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

40'

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 312+00 TO 327+00

PROJECT

D.23

G P S

O Y

T S

G P S

O Y

T S

"MAIN 01" Location line

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 327+00 TO 342+00

PROJECT

D.24

"MAIN 01" Location line

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 342+00 TO 357+00

PROJECT

D.25

"MAIN 01" Location line

18-inch pipe culvert

Terminal section, type MGS tangent

366+50 to 366+75 Guardrail system MGS< type 2, Class A wood posts

366+75 to 374+75 Removal of guardrail

Soil erosion control, fiber roll

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

Sign system, see H sheets

40'

:3 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 357+00 TO 372+00

PROJECT

D.26

"MAIN 01" Location line

Terminal section, type MGS tangent

374+75 to 375+00

Guardrail system MGS< type 2, Class A wood posts

366+75 to 374+75

Removal of guardrail

Sign system, see H sheets

Turnout 8, See E sheets

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:3 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 372+00 TO 387+00

PROJECT

D.27

0 N

"MAIN 01" Location line

Cleaning culvert in place

Begin workzone limit

End workzone limit

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate a r e a E n tr a n c e

C in n a b a r p ic n ic a r e a E n tr a n c e

C in n a b a r p ic n ic

:3 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 387+00 TO 402+00

PROJECT

D.28

G P S

O Y T S

G P S

O Y T S

N "MAIN 01" Location line

"MAIN 01" Location line

Cleaning culvert in place

Sign system, see H sheets

Clearing and grubbing

Turf establishment

Clearing and grubbing

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 402+00 TO 417+00

PROJECT

D.29

0 N

"MAIN 01" Location line

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

:2 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 417+00 TO 432+00

PROJECT

D.30

5 N

"MAIN 01" Location line

END CONSTRUCTION

END SCHEDULE B

END PROJECT

Sign system, see H sheets

Begin workzone limit

End workzone limit

Construction limits

Edge of aggregate

Construction limits

Edge of aggregate

Sign system, see H sheets see H sheets

Sign system, Sign system, see H sheets

Sign system, see H sheets

Sign system, see H sheetsSign system, see H sheets

"MAIN 01" 442+60

"MAIN 01" 445+00

E=1632839.7191

N=319654.1039 E=1632937.2019

N=319434.7472

:4 a r c h

A I N t o p w w o r k

\m ta p a r k p p

.d g n

MAIN 01 432+00 TO 445+00

PROJECT

D.31

FLOWFLOW

N o r m a l d it c h l in e

Flat bott om d itch at culv ert i nlet

Normal ditch line

Pipe culvert

Original ground cut slope

Normal

Subgrade shoulder

Pavement surface pipe as staked

Slope at slope

1:3 max maximum slope

1:2

Cut Slope

D ditch line

Normal

SECTION A-A

PLAN

4'-0"

10' 10'

:1 a r c h

U L

V E

R T

G R

A D

D E

T A

p w w o r k

\m ta p a r k d e ta il s .d g n

CULVERT GRADING DETAILS

PROJECT

D.32

Case 1: Overlying material Case 2: Overlying material between drilled holes

Excavate area between drilled holes

Excavate area

Overlying material Overlying material

Rock material Rock material backfill or overlying material

Crushed coarse aggregate backfill or overlying material

Crushed coarse aggregate aggregate backfill

Crushed coarse aggregate backfill

Crushed coarse

Finished gradeFinished grade depth (A) is 18" or less depth (A) is greater than 18" the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post

"Underdrain pipe with geotextile".

"Coarse aggregate for concrete" or granular backfill for

Use crushed coarse aggregate conforming to Section 703 oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

Use this standard when posts cannot be embedded to the

ELEVATION

PLAN VIEWPLAN VIEW

ELEVATION

Steel Post

Wood Post

Steel Post

POST EMBEDMENT DIMENSIONS

B A

E m b e d m e n t

D e p th

B A

E m b e d m e n t

D e p th

23"

21"

12"

617-31 or 617-32.

minimum depth shown on Standard 617-10, 617-11, f o r

M G

S f o r G f o r

M G

S f o r G

21" or 23" 8" or 12"

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

NOTE:

NO SCALE

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

617-13

FP-24, FP-14

1/2024

FLH STANDARD

:0 a rc h

S td

-1 p w

-w o rk \d

\S td

-1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.33

embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the

Varies by manufacturer end of terminal not shown.

Terminal posts and

Varies by manufacturer end of terminal not shown.

Terminal posts and terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail terminal.

Install a reflectorized object marker on the end of the according to the manufacturer's recommendations.

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

Install terminal at a 1:25 taper or flatter to position the the manufacturer's recommendations.

necessary to install the tangent terminal according to manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the

For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

as practical within site constraints. If necessary because are provided, use the preferred grading layout as much staking notes or model. If no staking notes or model

Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for

Install tangent terminal according to the manufacturer's

See Note 6

Guardrail terminal grading o r f la tt e r

:1 H

Front of rail face

PLAN

PREFERRED GRADING

Post section

Standard

See Note 6

Guardrail terminal grading o r f la tt e r

Hinge point line

See Note 3

Length of Need

Guardrail system

Pay limits

Pay limits terminal system type tangent or type MGS tangent

Back of post

Front of rail face

Hinge point line

PLAN

ALTERNATIVE GRADING

post section

Standard

Guardrail system

Pay limits

Pay limits terminal system type tangent or type MGS tangent

See Note 3

Length of Need

12'-6"

(min.)

10'-0" m in m in m in

12'-6" m in

TEST LEVEL

NOTE:

NO SCALE

50 (for MGS)

37.5 or 50 (for G4)

(FT)

3 (> 45 mph)

2 (≤ 45 mph)

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

617-20

FP-24

:0 e c e m b e r

S td

-2 p w

-w o rk \d

\S td

-2 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.34

on terminal systems

All posts except those guardrail bolt guardrail post bolt

OMITTED POST DETAIL

PLAN VIEW

See Note 1

TYPICAL GUARDRAIL CROSS SECTION

TYPICAL GUARDRAIL ELEVATION

POST BOLT ASSEMBLY GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

POST AND BLOCKOUT

of traffic

Lap in direction splice

Mid-span of rail as applicable ground line at face

Edge of pavement or

1V:10H or flatter slope 1V:10H or flatter slope fill slope

Variable

Hinge point steeper than fill slope

Variable slope but not departure terminal systems required for approach and

Subgrade shoulder. Widening each side of blockout galvanized nail on

Toenail with one 16d groundline at face of rail

Edge of pavement or groundline at face of rail

Edge of pavement or each side of blockout galvanized nail on

Toenail with one 16d shown on Typical Section

Aggregate base or as shown on Typical Section

Aggregate base or as

See Note 4 sheeting

Retroreflective

W beam rail

Post and blockout blockout (typ.)

Post and

Hinge point departure terminal systems required for approach and

Subgrade shoulder. Widening

1V:2H or flatter slope

TYPICAL GUARDRAIL CROSS SECTION

P o s t le n g th recommendations.

or mechanical means according to the manufacturer's delineator to the top of the wood post using either an adhesive

Install a flexible hinged delineator every fourth post. Fasten including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be galvanized nails to prevent blockout rotation.

are used, toenail the adjacent blockouts with two 16d with anti-rotation nails. If combination blockouts to the posts blockout or combination of blockouts (no more than two) to

Size of blockout shown elsewhere in the plans. Use a single and the hinge point. For all other locations, see Section 617 omitted in locations where the typical guardrail cross section

When encountering impenetrable material, one post may be

See Note 2

(one omitted post) unsupported span

(max.)

See Note 2

Traffic ty p

(t yp

6" See Note 2

8" or 12"

(t yp

6" (typ.)

" Ø hole (typ.)4

See Note 2

8" or 12"

" Ø hole4

" recess nut8

5" (max.)

3" x 4" (min.)

achieve the actual 8 or 12 inch offset. Secure wood blockouts and Standard 617-13 or 617-37.

includes 2 feet (min.) between the back of the guardrail post

6' post

(typ.)

2'-0"

6' post

6' POST CENTERED ON HINGE, 8" OR 12" BLOCKOUT

12'-6"

43'-9" (min.)

56'-3" (min.) distance between omitted posts

3'-1 6'-3" Post spacing

6' POST, 8" OR 12" BLOCKOUT

bolts and nuts (8 per splice)

" guardrail splice4

" x 18

8" or 12" blockout

" x 18" or 22"8

" plain round washer.4

8" or 12" blockout

" x 18" or 22"8 ty p

NOTE:

NO SCALE WOOD POSTS

MGS W-BEAM GUARDRAIL

617-31

FP-24

:0 e c e m b e r

S td p w w o r k

\S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.35

SPAN WITH HEADWALL DETAIL

WOOD POST DETAIL STEEL POST DETAIL CRT POST DETAIL

PLAN

ELEVATION

Finished grade

PLAN VIEW

See Note 1

POST AND

BURIED OBSTRUCTION

See Note 3 See Note 3

Hinge point line

Rail splice (typ.)

(no nesting required)

Single W-beam rail element

Slope varies

Slope varies the face of the headwall flush (zero offset) with

Back of post may be See Note 4

Headwall the face of the headwall flush (zero offset) with

Back of post may be

Hinge point line

CRT WOOD POST

FRONT SIDE

TOP

the maximum height of the culvert headwall above the the finished grade to act as a vertical roadway curb, In locations where the culvert headwall extends above upstream and downstream of posts 2 and 7 is

The minimum length of guardrail, including the end terminals, Use wood posts for CRT posts.

Posts 1 and 8 may be wood or steel.

See Note 1

POST AND

See Note 2

POST THRU

12" (min.)12" (min.)

8" or 12"

24"

8" or 12"

24"

12"

24" hole (typ.)

" dia.2

" dia.4

See Standard 617-31 or 617-32 for other assembly details.

finished grade is 2 inches.

62.5 feet.

1 2 3 4 5 6 7 8

2 3 4 5 6 7 8

8 1 8 2 7

NO SCALE

NOTE:or 25'-0" (3 omitted posts)

18'-9" (2 omitted posts)

6'-3"

LONG-SPAN SYSTEM

MGS W-BEAM GUARDRAIL

617-37

FP-24, FP-14

:0 a r c h

S td p w w o r k

\S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.36

Trench 2" (min.)

Place excavated trench material on uphill side of fiber roll

CROSS SECTION

See Note 5

Fiber roll 9" 0 (min.)

Flow line

Trench 2" (min.)

FIBER ROLL

STAKING DETAIL

PLAN

V-ditch design shown.

Check dam installation details are similar for flat-bottom ditches

FIBER ROLL

CHECK DAM SPACING*

(See Note 7)

DITCH

CHECK DAM

GRADE

SPACING (max.)

(FT)

2% 150

3% 100

4% 80

5% 60

* Spacing calculated based on 9" 0 minimum fiber roll.

Do not use fiber roll check dams on ditch grades steeper than 5%.

Curve ends upstream to prevent flow around the ends. See Note 6

FIBER ROLL CHECK DAM

Filter rock

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

C"\J .s ..... E:

.s E:

PROJECT

MT FLAP PARK 2021(1)

NOTE:

1. Construct check dams from fiber rolls, filter rock, or gravel bags as approved by the CO, to meet the functional requirements of the check dam device.

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

3. Install check dams in ditches perpendicular to the flowline.

4. Stake fiber rolls in place with 11/s-inch x 11/s-inch wood stakes. Drive stakes at each end of the fiber roll and at 2-foot (max.) spacing.

5. Drive stakes into undisturbed soil of trench bottom.

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

6. Provide sufficient length to prevent water from flowing around the ends of the fiber roll.

7. Adjust check dam spacing based on site-specific conditions.

FILTER ROCK

CHECK DAM SPACING

(See Note 7)

DITCH

CHECK DAM

GRADE

SPACING (max.)

(FT)

2% 150

3% 100

4% 80

5% 60

6% 50 GRAVEL BAG

CHECK DAM SPACING*

FILTER ROCK CHECK DAM (See Note 7)

CROSS SECTION

GRAVEL BAG CHECK DAM

DITCH

CHECK DAM

GRADE

SPACING (max.)

(FT)

2% 150

3% 100

4% 80

5% 60

6% 50

* Do not use gravel bag check dams on ditch grades steeper than 6%.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

WFLHD DETAIL

CHECK DAM

MODERATE GRADES

SHEET

NUMBER

D.37

NO SCALE

DETAIL APPROVED FOR USE 7/2016 DETAIL

REVISED:

W157-15

Existing ground

Fiber roll

3' (min.)

ELEVATION

·. □ .. ': ._-, • } ... :: -� .... . -�r-.;:

3' min. or as specified in plans

Runoff from disturbed areas

PLAN

Existing ground (typ.)

I j --- Flow direction

I� ---�

INSTALLATION BEYOND TOE OF SLOPE

ALTERNATE FIBER ROLL .JOINT DETAIL

SLOPE PROTECTION INSTALLATION

Excavate trench 2" larger than fiber roll

Step 1: Excavate trench and install fiber rolls

Backfilled and compacted soil to match ground level

Step 2: Backfill soil against fiber rolls

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL SPACING STAKES REQUIRED

Slope Spacing

(FT)

Fiber roll length Stakes required

(FT) for each roll 1:4 or flatter 40 25 8

1:3 30 20 6

1:2 20 12 4 1:1 10

PROJECT

MT FLAP PARK 2021(1)

NOTE:

1. Drive stakes at each end and at 4-foot spacing until fiber roll is secure to slope. Live stakes may be used for permanent installations. Do not crush fiber roll while staking.

2. 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.

Slope

1" x 1" Wood stake

SHEET

NUMBER

D.38

FIBER ROLL STAKING DETAIL

Stagger joints (typ.) Place excavated material on uphill side of fiber roll 1" x 1" or 1" 0 wood stakes. See Note 2.

FIBER ROLL LAPPING DETAIL

Install fiber rolls along contours

INSTALLATION ALONG SLOPES

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

WFLHD DETAIL

FIBER ROLL

DETAIL APPROVED FOR USE 10/2014 DETAIL

REVISED: 7/2016

W157-21

PROJECT

NUMBER

MT FLAP PARK 2021(1) E.1

TABULATION OF TURNOUT QUANTITIES

ITEM NO. DESCRIPTION UNIT

SCHEDULE A SCHEDULE B

QUANTITIES QUANTITIES

30110-0000 AGGREGATE SURFACE COURSE TON 782 831

63316-1000 REMOVE AND RESET SIGN SYSTEM EACH 1 1

TABULATION OF QUANTITIES

Existing ROW

Restoration by others

Existing ROW

93.3'

TURNOUT 1 TURNOUT 2

120.2'

18+00 54+50

NOTE:

1. Construction limit is at the edge of existing gravel for all turnouts and parking areas

:4 a r c h

U R

N O

U a n d p w w o r k

\m ta p a r k

T u r n o u ts .d g n

18+00 AND 54+50

TURNOUTS

PROJECT

E.2

Existing ROW

TURNOUT 3

TURNOUT 4

59+40

79+00

96.7'

110.3'

NOTE:

1. Construction limit is at the edge of existing gravel for all turnouts and parking areas

:5 a r c h

U R

N O

U a n d p w w o r k

\m ta p a r k

T u r n o u ts .d g n

59+40 AND 79+00

TURNOUTS

PROJECT

E.3

N existing ROW existing ROW restablishment done by others restablishment done by others

TURNOUT 5 TURNOUT 6

115+00 148+60

86.5'

68'

NOTE:

1. Construction limit is at the edge of existing gravel for all turnouts and parking areas

:5 a r c h

U R

N O

U a n d p w w o r k

\m ta p a r k

T u r n o u ts .d g n

115+00 AND 148+60

TURNOUTS

PROJECT

E.4

230230

L O

G C

U R

L O

G C

U R

Remove and reset sign system

Existing ROW

TURNOUT 7

TURNOUT 8

167+00

231+40

27.

54.

NOTE:

1. Construction limit is at the edge of existing gravel for all turnouts and parking areas

:5 a r c h

U R

N O

U a n d p w w o r k

\m ta p a r k

T u r n o u ts .d g n

167+00 AND 231+40

TURNOUTS

PROJECT

E.5

Existing ROW

TURNOUT 9

376+00

69.4'

Beattie Gulch Parking Area

233+80

NOTE:

1. Construction limit is at the edge of existing gravel for all turnouts and parking areas

:5 a r c h

U R

N O

U p w w o r k

\m ta p a r k

T u r n o u ts .d g n

233+80 and 376+00

TURNOUTS

PROJECT

E.6

10.4 x 16 20301 -1900

20425 -1000

60201 -0600

60201 -0800

60201 -1000

60210 -0800

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

C H

C A V A

O N

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

N F

O R

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

FEET CUYD EACH LNFT LNFT LNFT LNFT EACH Lt Rt

16+96 26 AS,GS

18+80 37 AS,GS

41+20 40 AS,GS

45+00, RT 34 AS,GS

68+60 31 AS,GS

106+50 100 35 114+60 1 AS,GS Inlet

128+00 35 AS,GS

143+60 44 AS,GS

168+00 40 AS,GS

171+20 40 AS,GS

191+20 61 AS,GS

239+50 32 AS,GS

250+90 35 AS,GS

257+00 1 AS,GS

277+90 36 AS,GS

282+30 33 AS,GS

284+90 30 AS,GS

301+00 37 AS,GS

303+00 1

AS,GS

SCHEDULE A TOTAL 0 2 100 280 311 35 1

Allowable Pipe Material

NOTE: A Aluminum

1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel

3. Structural excavation quantity based on material excavated inside the vertical planes located P Plastic 18 inches outside and parallel to the limits of footings or foundations. (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

6- M ar -2

\p w

-w or k\ d0

D ra in ag e2

S ch ed ul e A .x ls x]

Sh ee t

TABULATION OF DRAINAGE QUANTITIES - SCHEDULE A

PROJECT

F.1MT FLAP PARK 2021(1)

SHEET

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

10.4 x 16 20301 -1900

20425 -1000

60201 -0600

60201 -0800

60201 -1000

60210 -0800

60704 -0000

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

C H

C A V A

O N

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

N F

O R

A N

C U

C E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

FEET CUYD EACH LNFT LNFT LNFT LNFT EACH EACH Lt Rt

16+96 26 AS,GS

18+80 37 AS,GS

41+20 40 AS,GS

45+00, RT 34 AS,GS

68+60 31 AS,GS

106+50 100 35 114+60 1 AS,GS Inlet

128+00 35 AS,GS

143+60 44 AS,GS

168+00 40 AS,GS

171+20 40 AS,GS

191+20 61 AS,GS

239+50 32 AS,GS

250+90 35 AS,GS

257+00 1 AS,GS

277+90 36 AS,GS

282+30 33 AS,GS

284+90 30 AS,GS

301+00 37 AS,GS

303+00 1

308+90 40 AS,GS

317+70 32 AS,GS

326+60 32 AS,GS

365+40 38 AS,GS

401+30 1 412+25 1

SCHEDULE B TOTAL 0 2 100 358 375 35 1 2

Allowable Pipe Material

NOTE: A Aluminum

2. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel

PAY ITEM NUMBER

6- M ar -2

\p w

-w or k\ d0

D ra in ag e2

S ch ed ul e B .x ls x]

Sh ee t

TABULATION OF DRAINAGE QUANTITIES - SCHEDULE B

PROJECT

F.2MT FLAP PARK 2021(1)

SHEET

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

NUMBER

METAL ROUND PIPE CULVERT MT FLAP PARK 2021(1) F.3

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT NOTE:

STEEL ALUMINUM

1. When directed, camber pipe culverts upward PIPE 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS from a chord through the inlet and outlet SIZE MINIMUM METAL THICKNESS (INCH/GAGE) SIZE MINIMUM METAL THICKNESS (INCH/GAGE) inverts an ordinate amount equal to 1 % of the COVER 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 COVER 0.060/16 0.075/14 0.105/12 0.135/10 0.164/8 0.060/16 0.075/14 0.105/12 0.135/10 0.164/8 DIAMETER DIAMETER pipe length. Develop camber on a parabolic

INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

12 12 100 100 100 100 100 12 12 100 100 100 100 100 curve . If the midpoint elevation on the

15 12 100 100 100 100 100 15 12 100 100 100 100 100 parabolic curve as designed exceeds the

18 12 100 100 100 100 100 18 12 100 100 100 100 100 elevation of the inlet invert, reduce the amount

21 12 100 100 100 100 100 21 12 88 100 100 100 100 of camber or increase the pipe culvert gradient.

24 12 100 100 100 100 100 24 12 77 97 100 100 100 2. Fill heights exceeding 100 feet require 30 12 85 100 100 100 100 30 12 62 77 100 100 100 71 89 100 100 100 special analysis by the CO.

36 12 71 89 100 100 100 81 100 100 100 100 36 12 52 64 90 100 100 59 74 100 100 100

42 12 61 76 100 100 100 70 87 100 100 100 42 12 44 55 77 99 100 51 64 89 100 100 3. The fill heights in the table are for helical 48 12 53 66 93 100 100 61 76 100 100 100 54 68 95 100 100 48 12 67 87 100 44 56 78 100 100 lockseam and welded seam pipe only .

54 12 59 83 100 100 54 68 95 100 100 48 60 85 100 100 54 18 54 71 88 39 50 69 93 100 Fill heights for culvert pipe with annular

60 12 74 97 100 49 61 86 100 100 43 54 76 98 100 60 18 57 72 35 45 62 83 98 corrugations are more restrictive than those

66 12 87 100 44 55 78 100 100 39 49 69 89 100 66 18 58 32 40 56 76 89 of helical lockseam and welded seam pipe .

72 12 80 97 40 51 71 92 100 36 45 63 82 100 72 18 45 30 37 55 70 82 Obtain approval before furnishing annular

78 12 87 37 47 66 85 100 33 42 58 75 92 78 24 34 48 64 75 corrugation pipe.

84 12 75 35 43 61 78 96 31 39 54 70 86 84 24 44 59 70

90 12 32 40 57 73 90 29 36 51 65 80 90 24 41 62 65 4. For flexible pavement and aggregate surface

96 12 38 53 69 84 34 48 61 75 96 24 38 51 61 roadways, measure minimum cover from the

102 18 36 50 65 79 32 45 57 71 102 24 46 55 top of the pipe culvert to the bottom of the

108 18 47 61 75 42 54 67 108 24 42 50 roadway subgrade. For rigid pavements, 114 18 45 58 71 40 52 63 114 24 45 measure minimum cover from the top of the

120 18 43 55 67 38 49 60 120 24 40 pipe culvert to the top of the pavement .

126 18 52 64 47 57 For all roadway surface types, measure

132 18 50 61 44 54 maximum fill height from the top of the pipe

138 18 48 58 42 52 culvert to the top of the pavement .

144 18 56 50

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

PIPE ARCH 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE ARCH 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS

SIZE

EQUI- MINIMUM

MINIMUM METAL THICKNESS (INCH/GAGE) SIZE

EQUI- MINIMUM

MINIMUM METAL THICKNESS (INCH/GAGE)

VALENT CORNER VALENT CORNER

SPAN x RISE DIAMETER RADIUS COVER 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.079/14 0.109/12 0.138/10 0.168/8 0.079/14 0.109/12 0.138/10 0.168/8 SPANxRISE DIAMETER RADIUS

COVER 0.060/16 0.075/14 0.105/12 0.135/10 0.060/16 0.075/14 0.105/12 0.135/10

INCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

17 X 13 15 3 12 13 17 X 13 15 3 12 13

21 X 15 18 3 12 12 21 X 15 18 3 12 12

24 X 18 21 3 12 13 24x 18 21 3 12 13

28x 20 24 3 12 13 28x20 24 3 12 13

35x24 30 3 12 12 35x24 30 3 12 12

42 X 29 36 3.5 12 12 42 x29 36 3.5 15 12

49x33 42 4 12 12 49x33 42 4 15 12

57x38 48 5 12 12 57x38 48 5 15 12

60 x46 54 8 15 21 21 60x46 54 8 15 21

64x43 54 6 12 12 64x43 54 6 18 12

66 X 51 60 9 15 21 21 66 X 51 60 9 18 21

71 x47 60 7 12 12 73x55 66 12 18 20

73x55 66 12 18 20 20 81 X 59 72 14 21 17

77x52 66 8 12 12 87x63 78 14 21 17

81 X 59 72 14 18 17 17 95x67 84 16 24 17

83x57 72 9 12 12 103 X 71 90 16 24 17

87 x63 78 14 18 17 17

95x67 84 16 18 17 17

103 X 71 90 16 18 17 17

112 X 75 96 18 21 16 16

117 X 79 102 18 21 16 16

U.S. DEPARTMENT OF TRANSPORTATION, FHWA FLH STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

602-1128 X 83 108 18 24 16 16

137 X 87 114 18 24 16 16 SPECIFICATION

142 X 91 120 18 24 16 16

METAL PIPE CULVERT

FP-24, FP-14

APPROVED FOR USE

NO SCALE 8/2024

COUPLING BANDS FOR METAL PIPE CULVERT r

MINIMUM BAND WIDTH (INCHES)

CORRUGATION ROUND PIPE PIPE ARCH ANNULAR HELICALLY SEMI-

SIZEf2I DIAMETER SPAN x RISE CORRUGATED CORRUGATED CORRUGATED INCHES INCHES INCHES BANDS f3l BANDS f4l BANDS fSJ 1½ X ¼ underline f5l - 10.5 7

12 to 36 17 X 13 to 42 X 29 7 12 2½ X ½ 42 to 72 49 X 33 to 83 X 57 10.5 12

78 to 84 - 10.5 12

3x1 36 to 72 60 X 46 to 81 X 59 12 14 78 to 144 87 X 64 to 142 X 91 12 14

5x1 36 to 72 60 X 46 to 81 X 59 20 22 78 to 144 87 X 64 to 142 X 91 20 22 r11 Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses thinner than the thickness of the pipe to be connected, and no thinner than 0. 052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

¾" for 18" round culvert (21" x 15" pipe arch) or less ½" for 21" round culvert (24" x 18" pipe arch) or more f21 For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

f3J Use annular corrugated bands with pipes having annular corrugations or with helical pipe having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe ends rerolled with 2½" x ½" corrugations. A 12 inch band is acceptable on pipe ends rerolled with 3" x 1 "pipe corrugations.

f4J Use helical corrugated bands with pipes having helically corrugated ends.

10.5

10.5 10.5 10.5 rs1 The minimum band widths shown for 3" x 1" and 5" x 1" corrugated sizes apply to 2½" x ½" corrugations on rerolled pipe ends.

f6J Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Band Angle Rivet, spot weld, or fillet weld at crest Bolts

Band

Oval Lug of corrugation at � heel and toe of angle

Bar& Strap

Angle

Band

SLEEVE JOINT

Smoother sleeve with center stop.

Stab type joint

SMOOTH SLEEVE BAND

Bolts

SIDE VIEW

Band

Band w

FLAT BAND

Bolts

SIDE VIEW

PROJECT

MT FLAP PARK 2021(1)

NOTE:

1. Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for Highway Bridges, Division II Section 26 may be used.

Band w

Continuous corrugation around band meshes with second annular corrugation in pipe end

SIDE VIEW

Rivet, spot weld, or fillet weld at crest of corrugation at heel and toe of angle Bolt, bar and strap connector

Angle Band

END VIEW

Band

END VIEW

Band

END VIEW

SEMI-CORRUGATED BAND

SHEET

NUMBER

F.4

Wedge and Strap

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

Integral Flange

ANNULAR BAND HELICAL BAND

STANDARD BAND CONNECTIONS

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

OFFICE OF FEDERAL LANDS HIGHWAY

METAL PIPE CULVERT

COUPLING BAND

FLH STANDARD

602-2

SPECIFICATION

FP-24, FP-14

ABOVE NATURAL GROUND

Finished subgrade � -- -- -- ---- l_ -- --

Roadway embankment

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

Bedding Natural ground

ON NATURAL GROUND

Finished subgrade �

Roadway embankment

2H or 12' (max.) � 2H or 12' (max.)

LEGEND:

ABOVE AND BELOW

NATURAL GROUND

Bedding material (uncompacted)

Embankment material placed in layers not exceeding 6" compacted depth.

Compacted backfill material placed in layers not exceeding 6" compacted depth; or flowable backfill according to Section 614.

Impermeable backfill material.

_ Roadway embankment 2H or 12' (max.) �i 2H or 12' (max.)

1#;

1//; ...... ... � H

½'1/foot of cover, 12" (min.), 24" (max.)

Remove unyielding material and replace with selected fine compressible material. Lightly compact in layers not over 6" in uncompacted depth.

ON UNYIELDING MATERIAL

BEDDING DEPTH

PIPE SIZE (HJ DEPTH

12" to 54" 4"

> 54" 6"

PROJECT

SHEET

NUMBER

MT FLAP PARK 2021(1)

NOTE:

1. When directed, camber pipe culverts…

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File details come from the government source that posted it. Updated Apr 3, 2025.