mt-a2907861_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.09.08 09:56:50 -07'00'

Sheet and Description

SECTION D SECTION E SECTION F SECTION H SECTION I SECTION J

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM All ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,100 110 2,210

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 356 14 370

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 11.0 11.0

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 6 6

A0220 20301-2400 REMOVAL OF SIGN EACH 1 1

A0240 20401-0000 ROADWAY EXCAVATION CUYD 18,279 1,721 20,000

A0260 20403-0000 UNCLASSIFIED BORROW CUYD 12,809 1,291 14,100

A0280 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 13 2 15

A0300 30110-0000 AGGREGATE SURFACE COURSE TON 19,645 550 2,005 22,200

A0340 30802-0000 RECYCLED AGGREGATE BASE

(GOVERNMENT FURNISHED) CUYD 19,531 969 20,500

A0360 60201-0600 18-INCH PIPE CULVERT LNFT 1,831 89 1,920

A0380 60201-0800 24-INCH PIPE CULVERT LNFT 370 20 390

A0400 60201-1000 36-INCH PIPE CULVERT LNFT 190 10 200

A0420 60201-1100 42-INCH PIPE CULVERT LNFT 208 12 220

A0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 40

A0460 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 40

A0480 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A0500 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40

A0520 62301-0000 GENERAL LABOR HOUR 80

A0540 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH Contract Quantity

DEPTH ACRE 11.0 11.0

A0560 62501-0000 TURF ESTABLISHMENT (HYDRAULIC Contract Quantity

METHOD) ACRE 11.0 11.0

A0580 62901-0800 ROLLED EROSION CONTROL PRODUCT,

TYPE 2.D SQYD 1,930 70 2,000

A0600 63302-0000 SIGN SYSTEM SQFT 136 136

MileStone: Final Date Completed: 09/07/22 Report Date: 09/07/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -S ep -2

:2 A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

U se rs \J a so n .V a n D yk e\

D es kt o p \1

Q A S u b m it ta l\ [M

T

FL

A T H

E A D

(1

Q

A su m m a ry

.x ls m ]S h ee t

STATE PROJECT

B.1

FLATHEAD 486(1)

FLAP FLATHD 2021(1)MT

SHEET

NUMBER

Sheet and Description

SECTION D SECTION E SECTION F SECTION H SECTION I SECTION J

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE) LNFT 480 10 490

A0640 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0660 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE SIGN EACH 1 1

A0680 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,726 274 3,000

A0700 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT

CAR HOUR 1,092 208 1,300

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C

U se rs \J a so n .V a n D yk e\

D es kt o p \1

Q A S u b m it ta l\ [M

T

FL

A T H

E A D

(1

Q

A su m m a ry

.x ls m ]S h ee t (2

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-S ep -2

:2 A

M

MileStone: Final Date Completed: 09/07/22 Report Date: 09/07/22

STATE PROJECT

B.2

FLATHEAD 486(1)

FLAP FLATHD 2021(1)MT

SHEET

NUMBER

[1]

+/- 4% Crown

Profile grade

[1]+/- 4% Crown 1:1.51:1

.5

Edge of existing roadway Construction limits

Travel lane

Existing ground

8-inch compacted depth

Recycled aggregate base, 600+00 TO 643+15

NORTH BELTON STAGE ROAD

510+80 TO 553+50

BELTON STAGE ROAD

404+80 TO 451+00

BLANKENSHIP ROAD

TYPICAL SECTION

LC

Travel lane

Existing ground

FOOTNOTE:

Locate, preserve and protect in place.[4]

Place and compact in two equal lifts.[3]

Match existing width.[2]

Match existing in non-tangent sections.[1]

Edge of existing roadway Construction limits

[2] [2]

[3]

MAINLINE PROJECT LIMIT CONNECTION DETAIL

BLANKENSHIP/BELTON STAGE ROAD

8-inch compacted depth

Recycled aggregate base, [3]

Existing roadway aggregate Existing asphalt mainline road profile and cross slope Adjust connection to match existing

50'

E n d o f p r o je c t li m it s

Existing phone, power, and fiber lines [4]

11'-0" (typ.) 11"-0" (typ.)

:5

A

M

A u g u s t

T y p ic a l

S e c ti o n s S h e e t o f c p w

-w o rk \d

\M

T

F L

A T

H E

A D

(1 ty p

.d g n

TYPICAL SECTIONS SHEET 3 OF 3

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

FLATHEAD 486(1)

C.3

FOOTNOTE:

Based on 1.97 TONS/CUYD.

[1]

:4

P

A u g u s t

T a b u la ti o n o f P la n a n d P r o f il e Q u a n ti ti e s p w

-w o rk

\d \M

T F

L A

T H

E A

D (1

Q ta b .d g n

PROFILE QUANTITIES

TABULATION OF PLAN AND

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.1

20103

20104

20105

20106

G

PS

G

PS

C P

C P

A

.2

A

.5

A 1

.1

A

.5

.0

N

Line to be constructed

Slope stake limits

Slope stake limits

Existing groundProfile grade c u lv e r t

I n s ta ll p ip p e c u lv e r t

R e m o v a l o f e x is ti n g

R T

I n s ta ll p ip e c u lv e r t

L T

I n s ta ll p ip e c u lv e r t

R T

5 1

N43°30'59"W

N64° 39'4

6"W

N °4

5'

"W

N64°1 4'41

"W N59°15'

30"W e = 0.056

'187.69L =

'94.96T =

'500.00R =

(RT)21°30'28"Δ =

114+40.45PI

e = 0.042 '87.03L = '43.54T = '1,000.00R =

(RT)04°59'11"Δ =

117+31.66PI

e = 0.050 '198.23L = '99.78T = '700.00R =

(RT)16°13'33"Δ =

119+96.82PI

e = 0.046 '313.71L = '158.66T = '850.00R =

(LT)21°08'47"Δ =

109+56.79PI

e = 0.060 '147.23L = '74.46T = '400.00R =

(LT)21°05'23"Δ =

112+10.05PI

.1

C

.8

.4

.0

.2

90+00 95+00 100+00 105+00 110+00 115+00 120+00

4,080 4,080

4,090 4,090

4,100 4,100

4,110 4,110

4,120 4,120

4,130 4,130

4,140 4,140

4,150 4,150

4,160 4,160

+0.319%

+4.4

+0.080%

-0.042%

+5.1

.4

.0

.4

.8

' VC325

74.22K =

'221.03SSD =

' VC200

38.50K =

'159.20SSD =

' VC125

30K =

'191.97HLSD =

' VC275

54K =

'270.14HLSD =

,1

.0

100+00.00

El.= 4103.00 E= 782708.577

N= 1746338.937

BEGIN PROJECT 'NORTH FORK ROAD'

:5

S e p te m b e r

N

O R

T H

F O

R K

R O

D t o

U s e rs \J a s o n .V a n

D y k e

\D e s k to p \P

W E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln p p o

.d g n

100+00 TO 120+00

NORTH FORK ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.2

150+00 155+00 160+00 165+00 170+00 175+00 180+00

4,150 4,150

4,160 4,160

4,170 4,170

4,180 4,180

4,190 4,190

4,200

4,210 4,210

4,220 4,220

+3.7

+3.4

+0.477%

-0.011% -0.212%

+4.

4% -4.140%

.0

5 4

.9

.4

.3

.3

.9

.5

' VC110

423.40K =

'1321.36SSD =

' VC350

116.14K =

'276.47SSD =

' VC150

30.03K =

'140.60SSD =

' VC200

993.78K =

'1734.75SSD =

' VC125

31.82K =

'146.27SSD =

' VC250

55K =

'276.96HLSD =

' VC250

29K =

'168.51HLSD =

C P

C P

C P

C P

C P

C P

G P S

G P S

C P

A

.0

A

.5

.6

A

.5

A

.5

.6

A

171+

-8.6%

A 1

.3

A

.0

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground p ip e c u lv e r t

R e m o v a l o f e x is ti

R T

I n s ta ll p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t

L T

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

R T

155+25

Resume Typical No. 1

Suspend Typical No. 2

152+50

Begin Typical No. 2

Suspend Typical No. 1

N

N13°25'17"W N36°0 0'23"

W

N04°23'50"E

N23°37'13"W

N02°17'30"E

N41° 31'

42" W

N °2

6'

"W

N32°24'1 0"W e = 0.046

'132.55L =

'66.43T =

'800.00R =

(RT)09°29'36"Δ =

147+22.97PI

e = 0.042 '227.88L = '114.46T = '975.00R =

(RT)13°23'28"Δ =

152+04.02PI

e = 0.040 '241.25L = '120.67T = '3,700.00R =

(RT)03°44'09"Δ =

154+38.06PI

e = 0.044 '365.67L = '185.39T = '900.00R =

(RT)23°16'45"Δ =

157+44.08PI

e = 0.060 '135.67L = '69.02T = '300.00R =

(RT)25°54'43"Δ =

166+19.11PI

e = 0.046 '454.97L = '233.22T = '840.00R =

(RT)31°02'00"Δ =

175+08.17PI

e = 0.060 '157.67L = '79.87T = '400.00R =

(LT)22°35'05"Δ =

149+12.05PI

e = 0.056 '256.72L = '130.98T = '525.00R =

(LT)28°01'03"Δ =

161+67.21PI

e = 0.060 '229.44L = '120.66T = '300.00R =

(LT)43°49'12"Δ =

168+76.41PI

e = 0.056 '200.74L = '101.61T = '525.00R =

(LT)21°54'28"Δ =

171+49.28PI 1

C 1

.9

.7

.6

PT

C

C

C

.3

PC

:5

A u g u s t

N

O R

T H

F O

R K

R O

T

O

U s e rs \J a s o n .V a n

D y k e

\D e s k to p \P

W E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln p p o

.d g n

150+00 TO 180+00

NORTH FORK ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.4

180+00 185+00 190+00 195+00 200+00 205+00 210+00

4,160 4,160

4,170 4,170

4,180 4,180

4,190

4,200 4,200

4,210

4,220 4,220

4,230 4,230

4,240 4,240

-0.298% -2.172%

-0.296% -0.124% -0.266%+0.686%

+3.7

.4

.4

.9

.3

.1

.5

.2

0' VC150

30.77K =

'142.32SSD =

' VC150

80.01K =

'250.50SSD =

' VC200

210.23K =

'445.83SSD =

' VC100

53K =

'2329.69HLSD =

' VC200

1,159K =

'INFHLSD =

' VC200

247K =

'INFHLSD =

' VC275

68K =

'329.11HLSD =

5 2

C P

C P

C P

C P

C P

C P

G P S

C P

C P

C P

.7

A1 .5

-1

A .5

.1

.3

.9

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade

I n s ta ll p ip e c u lv e r t

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

L T

I n s ta ll p ip e c u lv e r t

R T

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t p ip e c u lv e r t

R e m o v a l o f e x is ti

I n s ta ll p ip e c u lv e r t

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

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

I n s ta ll p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t

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

N1

5 2

N17°15'40"W N °4

3'

"W N03°05'08"W

N43°5 7'11

"W N29°59'04"W N37°58'41

"W N33°40'27"W N54 °5

6'4 6"

W

N14°58'43"W e = 0.056

'132.13L =

'66.45T =

'500.00R =

(RT)15°08'30"Δ =

180+46.36PI

e = 0.060 '119.81L = '68.28T = '100.00R =

(RT)68°38'50"Δ =

189+53.55PI

e = 0.060 '97.52L = '49.00T = '400.00R =

(RT)13°58'07"Δ =

199+07.85PI

e = 0.042 '75.12L = '37.58T = '1,000.00R =

(RT)04°18'14"Δ =

203+35.21PI

e = 0.060 '122.07L = '63.64T = '175.00R =

(RT)39°58'03"Δ =

207+99.16PI

e = 0.040 '385.16L = '194.25T = '1,200.00R =

(LT)18°23'24"Δ =

184+02.97PI

e = 0.060 '204.67L = '105.85T = '325.00R =

(LT)36°04'53"Δ =

186+99.74PI

e = 0.046 '570.62L = '298.05T = '800.00R =

(LT)40°52'03"Δ =

193+82.43PI

e = 0.056 '69.76L = '34.94T = '500.00R =

(LT)07°59'37"Δ =

201+29.72PI

e = 0.060 '111.38L = '56.34T = '300.00R =

(LT)21°16'19"Δ =

206+08.21PI

C

7+

188+ 85.27

C2

N14°58'43"W

:5

A u g u s t

N

O R

T H

F O

R K

R O

T

O

U s e rs \J a s o n .V a n

D y k e

\D e s k to p \P

W E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln p p o

.d g n

180+00 TO 210+00

NORTH FORK ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.5

270+00 275+00 280+00 285+00 290+00 295+00 300+00

4,120 4,120

4,130 4,130

4,140 4,140

4,150 4,150

4,160 4,160

4,170

4,180 4,180

4,190 4,190

4,200 4,200

+1.673

+0.457%

+4.2

% +3.1 24%

-3.326%

-3.917% -1.732%

.5

.9

.0

.7

.9

.6

' VC200

164.50K =

'370.61SSD =

' VC600

158.60K =

'323.07SSD =

' VC200

338.65K =

'657.14SSD =

' VC175

29.43K =

'139.17SSD =

' VC200

25K =

'151.20HLSD =

' VC250

51K =

'259.84HLSD =

9 2

C P

C P

C P

C

PC

P

C P

C P

A

.7

A

.2

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t p ip e c u lv e r t

R e m o v a l o f e x is ti

I n s ta ll p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t

L T

I n s ta ll p ip e c u lv e r t p ip e c u lv e r t

R e m o v a l o f e x is ti p ip e c u lv e r t

R e m o v a l o f e x is ti

N

0 2 5 2 0 2

N16°36'3 2"W

N36 °1

7'0 3"

W N19°29'56"E

N21°17'11"E

N13°06'53"W

N30 °13 '34

"W e = NC

'58.11L =

'29.06T =

'5,000.00R =

(RT)00°39'57"Δ =

273+10.40PI

e = 0.060 '155.78L = '84.69T = '160.00R =

(RT)55°46'59"Δ =

288+32.80PI

e = 0.028 '62.39L = '31.20T = '2,000.00R =

(RT)01°47'15"Δ =

290+15.30PI

e = 0.056 '171.70L = '86.70T = '500.00R =

(LT)19°40'31"Δ =

285+83.90PI

e = 0.060 '210.14L = '108.35T = '350.00R =

(LT)34°24'04"Δ =

294+51.58PI

e = 0.054 '171.72L = '86.51T = '575.00R =

(LT)17°06'41"Δ =

298+91.68PI

C 2

N17°16'30 "W

:4

A u g u s t

N

O R

T H

F O

R K

R O

T

O

U s e rs \J a s o n .V a n

D y k e

\D e s k to p \P

W E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln p p o

.d g n

270+00 TO 300+00

NORTH FORK ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.8

300+00 305+00 310+00

4,080

4,090 4,090

4,100

4,110

4,120 4,120

4,130 4,130

4,140

4,150 4,150

4,160

-5.081%

-4.725%

-5.524%

-8.115%

-7.708%

.5

.3

.3

.3

.8

.1

' VC450

54.85K =

'190.00SSD =

' VC75

24.72K =

'146.00SSD =

' VC100

33.52K =

'160.38SSD =

' VC100

27.83K =

'141.70SSD =

' VC100

29K =

'225.48HLSD =

' VC100

46K =

'712.20HLSD =

315+00 320+00 325+00 330+00

4,050 4,050

4,060 4,060

4,070 4,070

4,080 4,080

4,090 4,090

4,100 4,100

4,110 4,110

4,120 4,120

4,130 4,130

+0.954% -0.038%

-9 .1

8.

7%

.6

.7

.2

' VC230

32.15K =

'145.54SSD =

' VC200

201.55K =

'431.55SSD =

' VC440

26K =

'155.37HLSD =

C P

C P

J H

G P S

G P S

C P

C P

C P

C P

A

.3

-5

-7

A

.2 constructed

Line to be

Slope stake limits

Slope stake limits

Existing ground

Existing ground

Profile grade

Profile grade

I n s ta ll p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t p ip e c u lv e r t

R e m o v a l o f e x is ti c u lv e r t

I n s ta ll p

R T p ip e c u lv e r t

R e m o v a l o f e x is ti

I n s ta ll p ip e c u lv e r t

P a r ti a l r e m o v a l o f e x is ti n g p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

R T

I n s ta ll p ip e c u lv e r t

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

305+53

Resume Typical No. 2

Suspend Typical No. 1

312+35

Resume Typical No. 1

End Typical No. 2

I n s ta ll p ip e c u lv e r t

N3

N °1

'3 "W

N24°47'18"E

N 48°27'57"E

N07°32'0 5"E

N '2

"E

N '5

E

N08 °1

9'1 4"

W

N °4

'4 "W e = 0.060

'360.07L =

'195.27T =

'375.00R =

(RT)55°00'52"Δ =

303+26.56PI

e = 0.052 '100.00L = '50.10T = '650.00R =

(RT)08°48'53"Δ =

308+19.06PI

e = 0.060 '71.34L = '35.87T = '275.00R =

(RT)14°51'45"Δ =

309+04.83PI

e = 0.060 '149.14L = '82.53T = '140.00R =

(RT)61°02'18"Δ =

316+09.09PI

e = 0.056 '64.50L = '32.30T = '500.00R =

(RT)07°23'30"Δ =

318+27.56PI

e = 0.058 '120.94L = '60.84T = '450.00R =

(LT)15°23'56"Δ =

313+21.43PI

e = 0.060 '89.12L = '45.31T = '200.00R =

(LT)25°31'56"Δ =

314+26.85PI

e = 0.060 '147.11L = '90.49T = '100.00R =

(LT)84°17'07"Δ =

319+80.75PI

e = 0.050 '264.40L = '133.92T = '675.00R =

(LT)22°26'35"Δ =

327+36.46PI

C

8+

.26

8+

1+

C

6+

PT 31

7+

8+

.77

N °1

3' "W

:4

A u g u s t

N

O R

T H

F O

R K

R O

T

O

U s e rs \J a s o n .V a n

D y k e

\D e s k to p \P

W E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln p p o

.d g n

300+00 TO 330+00

NORTH FORK ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.9

360+00 365+00 370+00 375+00

3,950 3,950

3,960 3,960

3,970 3,970

3,980 3,980

3,990 3,990

4,000 4,000

4,010 4,010

4,020 4,020

4,030 4,030

+0.482%

-3.953%

+0.964%

.7

.7

' VC300

67.64K =

'210.99SSD =

' VC260

53K =

'265.03HLSD =

,9

.9

W C

P

G

B

C P

C P

A

.0

A

.8

A

.4

A

.8

A

.4

A

.7

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade

I n s ta ll p ip e c u lv e r t

R

T

I n s ta ll p ip e c u lv e r t p ip e c u lv e r t

R e m o v a l o f e x is ti

Canadian Border (do not cross)

N

N00°56'48"E

N00°43'49"E N02°52'49"E N03°20'40"W e = 0.042

'37.52L =

'18.76T =

'1,000.00R =

(RT)02°09'00"Δ =

372+41.18PI

e = NC '75.60L = '37.80T =

'20,000.00R =

(LT)00°13'00"Δ =

370+53.21PI

e = 0.042 '108.64L = '54.37T = '1,000.00R =

(LT)06°13'29"Δ =

374+62.34PI

T 3

El.= 3983.95 E= 774188.040 N= 1770200.440 375+86.12

END PROJECT 'NORTH FORK ROAD'

:1 e p te m b e r

N

O R

T H

F O

R K

R O

T O

U s e rs

\J a s o n .V a n D y k e \D e s k to p \P

W E x p o rt s \M a n a g e d \M

T F

L A

T H

E A

D (1 p ln p p o .d g n

360+00 TO 375+86.12

NORTH FORK ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

FLATHEAD 486 (1)

D.11

G P

SC

P

G P S

B

.1

B

.6

N

Slope stake limits

Slope stake limits

Line to be constructed

Existing ground

Profile grade

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

I n s ta ll p ip e c u lv e r t

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

19101

GPS

19102

GPS

11+25 TO 15+00

Mercantile Area

See Sheet E.1

0 2

S '2

E

N03 °47 '40

"EN35°34'11"E

N 63°04'29"E

N27°09'25"E

N °3

4'

"W

N09° 52'5

1"E e = 0.020

'55.46L =

'28.46T =

'100.00R =

(RT)31°46'30"Δ =

14+01.50PI

e = 0.058 '228.03L = '116.25T = '475.00R =

(RT)27°30'18"Δ =

16+06.00PI

e = 0.060 '156.74L = '79.39T = '400.00R =

(RT)22°27'05"Δ =

27+38.03PI

e = 0.015 '118.03L = '75.22T = '75.00R =

(LT)90°09'53"Δ =

12+53.80PI

e = 0.058 '282.10L = '145.86T = '450.00R =

(LT)35°55'03"Δ =

19+96.22PI

e = 0.060 '242.68L = '126.45T = '350.00R =

(LT)39°43'40"Δ =

23+46.55PI

11+ 78.

PC1

C1

C 3

10+ 00.

POB

0+00 5+00 10+00 15+00 20+00 25+00 30+00

3,490 3,490

3,500 3,500

3,510 3,510

3,520 3,520

3,530 3,530

3,540 3,540

3,550 3,550

3,560 3,560

3,570 3,570

-0.533% -0.049%

+0.297%-0.064%

-1.619%

+0.000% +1.191%

.2

.8

.5

.1

.0

.0

.0

L

.0

L

' VC100

64.32K =

'261.61SSD =

' VC200

223.58K =

'467.78SSD =

' VC75

69K =

'INFHLSD =

' VC60

124K =

'INFHLSD =

' VC100

2,050K =

'INFHLSD =

' VC200

168K =

'INFHLSD =

,5

.2

El.= 3533.25 E= 815072.404

N= 1681345.343 11+25.00

BEGIN PROJECT 'GLACIER DRIVE'

NOTE:

buried Lumen phone line.

1. Locate, preserve, and protect existing

:5 e p te m b e r

G

L A

C

IE

R D

R

IV

E

T

O

U s e rs

\J a s o n .V a n D y k e \D e s k to p \P

W E x p o rt s \M a n a g e d \M

T F

L A

T H

E A

D (1 p ln p p o .d g n

10+00 TO 30+00

GLACIER DRIVE

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.15

C T

P

B

.5

B 1

.2

B 1

-5

N

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

N09°5 2'51"

E

N48°27'38"E

N43°22'15"E N02° 07'

19" E

N05° 47'1

5"E

N43°59'01"E

N13°11'1 3"E

N04 °4

7'2 3"

W e = 0.060

'134.67L =

'70.00T =

'200.00R =

(RT)38°34'47"Δ =

30+42.66PI

e = 0.042 '63.98L = '32.00T = '1,000.00R =

(RT)03°39'56"Δ =

39+72.31PI

e = 0.060 '166.66L = '86.56T = '250.00R =

(RT)38°11'46"Δ =

41+65.89PI

e = 0.040 '88.83L = '44.44T = '1,000.00R =

(LT)05°05'22"Δ =

33+39.18PI

e = 0.060 '295.17L = '154.31T = '410.00R =

(LT)41°14'56"Δ =

36+17.24PI

e = 0.052 '349.38L = '179.02T = '650.00R =

(LT)30°47'48"Δ =

47+47.93PI

e = 0.046 '251.00L = '126.54T = '800.00R =

(LT)17°58'35"Δ =

53+35.68PI

C 4

30+00 35+00 40+00 45+00 50+00 55+00 60+00

3,500 3,500

3,510 3,510

3,520 3,520

3,530 3,530

3,540 3,540

3,550 3,550

3,560 3,560

3,570 3,570

3,580 3,580

+0.271% +0.073%

+0.297%

.2

.4

' VC200

7699.57K =

'12765.67SSD =

' VC400

2016.96K =

'1858.94SSD =

NOTE:

buried Lumen phone line.

1. Locate, preserve, and protect existing

:5 e p te m b e r

G

L A

C

IE

R D

R

T

O

U s e rs

\J a s o n .V a n D y k e \D e s k to p \P

W E x p o rt s \M a n a g e d \M

T F

L A

T H

E A

D (1 p ln p p o .d g n

30+00 TO 60+00

GLACIER DRIVE

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.16

G P S

T P

G P S

B 2

.7

B

.5

.9

B

.5

B

.6

N

Existing ground

Profile grade

Slope stake limits

Slope stake limits

Line to be constructed

GPS

20251

GPS

20250

0 7

N04°47'23"W

N13°07'29"W

N17°26'44 "W

N29° 41'

05" W

N '2 "E e = 0.060

'222.03L =

'127.62T =

'180.00R =

(RT)70°40'27"Δ =

80+94.44PI

e = 0.040 '378.23L = '189.45T = '2,600.00R =

(LT)08°20'06"Δ =

65+26.53PI

e = 0.040 '279.02L = '139.58T = '3,700.00R =

(LT)04°19'14"Δ =

70+29.30PI

e = 0.046 '170.89L = '85.77T = '800.00R =

(LT)12°14'21"Δ =

77+91.63PI

C 6

+88

+37

.3

POE

60+00 65+00 70+00 75+00 80+00

3,510 3,510

3,520 3,520

3,530 3,530

3,540 3,540

3,550 3,550

3,560 3,560

3,570 3,570

3,580 3,580

3,590 3,590

+0.098%

+3.9 43%

+0.453%

.1

.2

.6

' VC200

563.81K =

'1027.47SSD =

' VC500

1,315K =

'INFHLSD =

' VC250

65K =

'324.94HLSD =

El.= 3561.59 E= 816256.884 N= 1687471.528 80+39.50

END PROJECT 'GLACIER DRIVE'

NOTE:

buried Lumen phone line.

1. Locate, preserve, and protect existing

:0 e p te m b e r

G

L A

C

IE

R D

R

T

O

U s e rs

\J a s o n .V a n D y k e \D e s k to p \P

W E x p o rt s \M a n a g e d \M

T F

L A

T H

E A

D (1 p ln p p o .d g n

60+00 TO 80+39.50

GLACIER DRIVE

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.17

STATE

MT

Polebridge Loop 2020 North Fork Road RPA Survey Control Point Table

PROJECT

FLATHEAD 486(1)

FLAP FLATHD 2021(1)

SHEET

NUMBER

D.18

Montana State Plane Coordinates {2500, NADB3 r2011J International Foot Definition NAVO BB Elevations* Point Lat (local) Long (local) Height

19101 48 °45'54.23258" -114°17'07.79089" 3482.26

19102 48 °45'57.18606" -114°17'05.81455" 3479.16

20250 48 °46'55.10230" -114°16'56.61516" 3509.59

20251 48 °46'44. 64133" -114° 16'50.19269" 3492. 79

Glacier Drive

PROJECT: North Fork of the Flathead River

DATE OF RELD WORK: July 2019/2020

DATE OF RNAL ADJUSTMENT: July 2020

Northing

1681381.953

1681672.595

1687492.878

1686408.565

Easting

815154.932

815305.349

816278.559

816643.191

Eleva ton Description

Found 2ins FHWA AC SW of Po/ebridge Mere, NW of int Po/ebridge Loop in town, NW of Jog curb

3533.27 - See Monument Sheet

Found 2ins FHWA AC 23ft W of CL Polebridge Loop rd, 100ft N of culvert xing, west of small

3530.16 trailhead to river - See Monument Sheet

Set 2ins FHWA AC 150ft S of bridge over North Fork Flathead River, 20ft E of CL Polebridge

3560.60 Loop rd - See Monument Sheet

3543.80 M

CSF Conv.

0.99969782 -3 °30'02"

0.99969841 -3 °30'01"

0.99970571 -3 °29'54"

0.99970492 -3 °29'49"

PROJECT UNITS: International Foot

COORDINATE SYSTEM: Montana State Plane Coordinates (2500) NAD83(2011) International Foot

EPOCH DATE: 2010.0000

VERTICAL DATUM: NAVO 88 Elevations computed using Geoid12B from OPUS derived elevations

NOTE:

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

SURVEY CONTROL

GLACIER DRIVE

STA 404+80

'BLANKENSHIP ROAD'

BEGIN PROJECT

STA 424+25

Install 18" pipe culvert

Removal of existing pipe culvert

STA 451+00

SUSPEND PROJECT 'BLANKENSHIP ROAD'

STA 510+80

'BELTON STAGE ROAD'

RESUME PROJECT

STA 535+00

Install 18" pipe culvert

Removal of existing pipe culvert

STA 538+95

Install 18" pipe culvert

Removal of existing pipe culvert

STA 553+50

'BELTON STAGE ROAD'

END PROJECT

H ig h w a y

Blankenship Road

B el to n S ta ge R oa d

STA 437+40

Install 18" pipe culvert

Removal of existing pipe culvert m il e s

W e s t

G a lc ie r

5 4

540 5

NOTE:

and protect in place.

1. Verify location of utilities. Preserve

:4

A u g u s t

B la k e n s h ip

L in e G ra p h p w

-w o rk

\d \M

T F

L A

T H

E A

D (1

B la n k e n s h ip

.d g n

510+80 to 553+50

BELTON STAGE ROAD

404+80 to 451+00

BLANKENSHIP ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

FLATHEAD 486(1)

D.19

E= 866788.0554

N= 1566764.4481

E= 870765.7008

N= 1564931.9073

E= 870899.1883

N= 1564793.2564

E= 869186.0284

N= 1562219.5176

STA 600+00

'N BELTON STAGE ROAD'

BEGIN PROJECT

STA 643+15

'N BELTON STAGE ROAD'

END PROJECT

114°00'33.52" W

48°28'25.61" N

STA 612+40

Install 18" pipe culvert

Removal of existing pipe culvert

114°00'33.52" W

48°28'51.53" N

STA 638+00

Install 18" pipe culvert

Removal of existing pipe culvert

N N

Belton Stage Road

Belton Stage Road

114°00'35" W

48°28'58" N

114°00'47" W

48°28'19" N

1 mile

HWY 2

1 mile

HWY 2

NOTE:

and protect in place.

1. Verify location of utilities. Preserve

:2 e p te m b e r

N

O R

T H

B E

L T

O N

S T

A G

E R

O A

D t o p w

-w o rk

\d \M

T F

L A

T H

E A

D (1

B la n k e n s h ip

.d g n

600+00 TO 643+15

NORTH BELTON STAGE ROAD

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

D.20

MERCANTILE AREA COORDINATE TABLE

POINT NORTHING

NOTES:

I

1. See Sheet E.2 for surfacing details.

2. See Sheet D.15 for location of Mercantile Area.

✓3. Verify location of utilities. Preserve and � protect in place.

1 1681355.320 2 1681351.619 3 1681386. 428 4 1681396.484 5 1681396. 689 6 1681412. 692

7 1681488. 952

8 1681531. 701 9 1681531.204

10 1681534.155 1681546.154 e agg,.,gate base, 8 nch compacted depth

Scale in feet I I

10 20 30

EASTING

815073.094 815126.554 815188.686 815185.040 815184.502 815187.917 815192.975 815204.096 815205.199 815214.333 815221.973

ELEVATION DESCRIPTION

3533.00 EOS, Begin New Surfacing

3532.94 EOS

3531. 91 EOS, Begin Widening LT

3531.66 EOS, End Widening Radius LT

3531.65 EOS, Edge of Widening LT

3531.37 EOS, Edge of Widening LT

3531.18 EOS, Edge of Widening LT

3531.35 EOS, Edge of Widening LT

3531.33 EOS, End Widening Radius LT

3531.25 EOS, End Widening LT

3531.29 EOS

Re cled a ,grega ,e co

(I I ·c-1-.I I �I

I (I I I I

I jI

POINT

Recycled g 8-inch c cte

PROJECT

FLATHEAD 486(1)

FLAP FLATHD 2021 1

I

I /

SHEET

NUMBER

E.1

Slope stake limits

MERCANTILE AREA COORDINATE TABLE (CONT.)

NORTHING

1681545.507 1681524.670 1681521.040 1681508. 622 1681508.810 1681412.829 1681339.273 1681311.797 1681324.201 1681332. 603 1681529.228

EASTING ELEVATION DESCRIPTION

815246.099 3530.79 EOS, End of Approach RT

815249.452 3530.69 EOS, End Approach Radius

815254.420 3530.95 EOS, End of Approach

815247.424 3531.04 EOS, End of Approach

815241.248 3530.69 EOS, Drainage Invert

815237.034 3532.07 EOS, Edge of Wideining RT

815203.663 3532.93 EOS, Edge of Widening/End of Approach RT

815147.797 3533.36 EOS, End of Approach RT

815124.656 3533.23 EOS, Edge of Mailbox Widening RT

815071.522 3533.08 EOS, Begin New Surfacing

815245.351 3530.46 EOS, Drainage Invert

MERCANTILE AREA PLAN

GLACIER DRIVE 11+25 TO 15+00

Slope stake limit

Placing conserved to th

Clearing Limits

Tu es a ,s ment, w I1l hydrauHc method

: 20/'0 crown - • • .l ·· "' , ------:=�:�,�::::=�:::'.::;:::2=%=c=r,=o=w=n=!==n

=', ===�===:=I ,;,:..,:_y.

+ . Vqr, •

1' '- - - - ' 7.;,.b/e/<_;

Aggregate surface course, 6" compacted depth

NORTH FORK ROAD

APPROACH ROAD SECTION DETAIL

L [11 ti Ill ec::

&2 1111.J

Edge of traveled way

'c5.S "ti�

======�p=::±===�F===========================�� 8

Placing conserved topsoil, 4" depth Turf establishment, hydraulic method

Slope stake limit

_J Adjust connection to match existing Mainline typical section approach road profile and cross slope

A[Jgregate surface course, 6 compacted depth

NORTH FORK ROAD

APPROACH ROAD CONNECTION DETAIL

L [11 ti Ill ec::

&2 1111.J

Edge of traveled way

'c5.S "ti�

======��=±===�F===========================�� 8 _J Adjust connection to match existing

Mainline typical section approach road profile and cross slope Recycled aggregate base

GLACIER DRIVE APPROACH ROAD AND

MERCANTILE AREA CONNECTION DETAIL

L r11

Edge of traveled way ti Ill ec::

&2 1111.J "--t 01;, "tic::

======�r===::±===�F======�--�� 8 _J Adjust connection to match existing

Mainline typical section approach road profile and cross slope Recycled aggregate base

BLANKENSHIP/SETON STAGE ROAD

APPROACH ROAD CONNECTION DETAIL

STATE

MT

ff of approach�

W[l]

Edge of traveled way Line to be constructed �

PROJECT

FLATHEAD 486(1)

FLAP FLATHD 2021 1

Variable - Match existing approach centerline

Direction of increasing project stationing ----

APPROACH ROAD PLAN DETAIL

Stationing ,.+ Mainline

Approach Type

Approach Road Length

Cf. of approach +++x .f.1° + � Grade shown is designed grade of approach as shown in cross sections

Line to be constructed

MINOR APPROACH ROAD LOCATION SYMBOL

FOOTNOTE:

Ill See Sheet E.3 for approach dimensions.

r21 Construct side slopes of approaches to be compatible with adjacent roadway construction.

l3J Continue approach radius as required if connection to existing alignment of approach is at an angle.

SHEET

NUMBER

E.2

MINOR APPROACH ROAD DETAILS

::::; NO SCALE

. ...._ ____________________________________________ ......:.;.:..:.:::..=...1.... _______________ __J

P O

U T

C M

P

IN

C M

P

IN

C M

P O

U T

G P

SC

P

T P T

G P S

0 2

T P

N

Install soil erosion control, fiber roll, typ.

and rolled erosion control product, typ.

Install soil erosion control, check dam

Install soil erosion control, check dam, typ.

Install soil erosion control, fiber roll, typ.

Install soil erosion control, check dam, typ.

See Sheet H.6 for details Placed riprap, method A, class 2

N and rolled erosion control product, typ.

Install soil erosion control, check dam and rolled erosion control product, typ.

Install soil erosion control, check dam

11+25.00

"GLACIER DRIVE"

BEGIN PROJECT

:1 e p te m b e r

E r o s io n C o n tr o l P la t o

U s e rs

\J a s o n .V a n

D y k e \D e s k to p

\P W

E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln e s c .d g n

11+25 TO 60+00

EROSION CONTROL PLANS

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

F.8

G

S

G P S

N

Install soil erosion control, check dam, typ.

70 7

80+39.50

"GLACIER DRIVE"

END PROJECT

:4

A u g u s t

E r o s io n C o n tr o l

P la t o

U s e rs

\J a s o n .V a n

D y k e \D e s k to p

\P W

E x p o rt s \M a n a g e d

\M T

F

L A

T H

E A

D

(1 p ln e s c .d g n

60+00 TO 80+39.50

EROSION CONTROL PLANS

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

F.9

10.4 x 16 20301 -1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60201 -1100

Station

E S T

IM

A T E D

M A X

IM

U M

C O

V E R

S T R U

C T U

R A L

E X C

A V A T

IO

N

R E M

O V A L

O F

PI

PE

C U

LV

E R T

PL

A C E D

R

IP

R A P, M E T H

O D

A

C

LA

S S

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

S K E W

A N

G

LE

A llo w ab le P ip e

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

B E V E

LS

V :n

H

B E V E

LS

V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT LNFT Lt Rt North Fork Road:

100+56 1 17 42 x/C,P 1,2,3,6 110+74 1 17 36 x/C,P 1,2,3,5 111+44 1 9 34 x/C,P 1,2,3,6 120+77 3 7 32 x/C,P 1,2,3 125+15 2 12 30 x/C,P 1,2,3,6 155+23 3 14 46 45 LT x/C,P 1,2,3 155+24 1 6 160+41 2 13 46 45 LT x/C,P 1,2,3 162+55 1 8 28 x/C,P 1,2,3,5 170+63 3 16 40 15 RT x/C,P 1,2,3 178+21 2 19 38 1 RT x/C,P 1,2,3 179+26 1 12 32 x/C,P 1,2,3,6 184+55 1 16 24 x/C,P 1,2,3,5 187+96 1 11 30 x/C,P 1,2,3,6 197+92 3 19 40 4 RT x/C,P 1,2,3 201+24 3 12 38 7 LT x/C,P 1,2,3 203+77 2 13 32 21 LT x/C,P 1,2,3 205+66 1 205+88 3 19 46 45 RT x/C,P 1,2,3 208+05 2 16 38 12 RT x/C,P 1,2,3 218+87 6 124 50 6 RT x/C,P 1,2,3 224+64 4 38 46 2 RT x/C,P 1,2,3 224+67 1 228+20 3 17 38 1 LT x/C,P 1,2,3 233+84 2 17 36 2 LT x/C,P 1,2,3 239+28 4 23 42 3 RT x/C,P 1,2,3 241+64 3 15 38 3 RT x/C,P 1,2,3 244+22 2 8 34 24 RT x/C,P 1,2,3 244+49 1 245+29 2 15 42 12 RT x/C,P 1,2,3 252+68 2 13 32 1 RT x/C,P 1,2,3 256+63 1 256+73 2 15 44 30 RT x/C,P 1,2,3

CUMULATIVE TOTAL 535 5 0 800 158 96 0

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness required 4. Double culvert installation. AS Aluminized steel by the Std. 602-1 fill height table. 5. Approach culvert, LT. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 6. Approach culvert, RT. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 7. Partial pipe removal. See sheet H.4 for details. P Plastic

3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d m t-a2 -S ec ti on

H T ab u la ti on s_ co n so lid at ed .x ls x]

S h ee t -S ep -2

:4 P

M S

M ar kw ar d t

/2

B

T h om p so n /2

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

H.1

SHEET

NUMBER

FLATHEAD 486(1)

FLAP FLATHD 2021(1)

MT

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

-1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60201 -1100

Station

E S T

IM

A T E D

M A X

IM

U M

C O

V E R

S T R U

C T U

R A L

E X C

A V A T

IO

N

R E M

O V A L

O F

PI

PE

C U

LV

E R T

PL

A C E D

R

IP

R A P, M E T H

O D

A

C

LA

S S

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

S K E W

A N

G

LE

A llo w ab le P ip e

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

B E V E

LS

V :n

H

B E V E

LS

V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT LNFT Lt Rt

PREVIOUS SHEET: 535 5 800 158 96

264+61 2 26 72 6 LT x/C,P 1,2,3,4 270+00 3 16 40 1 RT x/C,P 1,2,3 272+31 3 20 42 10 RT x/C,P 1,2,3 274+67 2 14 38 1 LT x/C,P 1,2,3 278+11 2 14 40 1 RT x/C,P 1,2,3 283+58 3 15 40 11 LT x/C,P 1,2,3 287+12 2 10 38 20 LT x/C,P 1,2,3 290+82 4 21 44 x/C,P 1,2,3 290+85 1 293+89 1 9 34 x/C,P 1,2,3,5 296+08 3 12 38 8 RT x/C,P 1,2,3 304+69 2 18 48 45 RT x/C,P 1,2,3 312+14 2 15 40 35 RT x/C,P 1,2,3 314+28 1 10 42 x/C,P 1,2,3,6 314+99 315+01 2 34 48 6 LT x/C,P 1,2,3 318+09 6 86 46 4 RT x/C,P 1,2,3,7 323+80 2 13 40 4 RT x/C,P 1,2,3 325+45 1 11 40 x/C,P 1,2,3,6 327+78 2 13 40 1 RT x/C,P 1,2,3 330+84 1 16 46 x/C,P 1,2,3,5 331+11 1 9 32 x/C,P 1,2,3,6 336+21 2 14 40 7 RT x/C,P 1,2,3 338+02 1 8 38 x/C,P 1,2,3,6 339+36 2 13 36 2 RT x/C,P 1,2,3 356+37 1 25 52 x/C,P 1,2,3,6 364+80 1 11 34 x/C,P 1,2,3,6 371+68 2 23 46 7 RT x/C,P 1,2,3

CUMULATIVE TOTAL 1011 6 0 1588 370 190 0

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness required 4. Double culvert installation. AS Aluminized steel by the Std. 602-1 fill height table. 5. Approach culvert, LT. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 6. Approach culvert, RT. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 7. Partial pipe removal. See sheet H.4 for details. P Plastic

3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d m t-a2 -S ec ti on

H T ab u la ti on s_ co n so lid at ed .x ls x]

S h ee t (2

-S ep -2

:4 P

M S

M ar kw ar d t

/2

B

T h om p so n /2

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

H.2

SHEET

NUMBER

FLATHEAD 486(1)

FLAP FLATHD 2021(1)

MT

Note: The quantities shown

-1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60201 -1100

Station

E S T

IM

A T E D

M A X

IM

U M

C O

V E R

S T R U

C T U

R A L

E X C

A V A T

IO

N

R E M

O V A L

O F

PI

PE

C U

LV

E R T

PL

A C E D

R

IP

R A P, M E T H

O D

A

C

LA

S S

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

S K E W

A N

G

LE

A llo w ab le P ip e

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

B E V E

LS

V :n

H

B E V E

LS

V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT LNFT Lt Rt

PREVIOUS SHEET: 1011 6 1588 370 190

Glacier Drive:

14+40 LT 6 5

14+40 RT 7 5

14+76 3 23 52 x/C,P 1,2,3,4 14+82 3 20 52 x/C,P 1,2,3,4 21+72 4 28 52 4 LT x/C,P 1,2,3,4 21+78 4 32 52 4 LT x/C,P 1,2,3,4

Blakenship/Belton:

424+25 1 42 x/C,P 1,2,3 437+40 1 41 x/C,P 1,2,3 535+00 1 40 x/C,P 1,2,3 528+95 1 40 x/C,P 1,2,3 612+40 1 40 x/C,P 1,2,3 638+00 1 40 x/C,P 1,2,3

PROJECT TOTAL 1114 6 13 1831 370 190 208

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness required 4. Double culvert installation. AS Aluminized steel by the Std. 602-1 fill height table. 5. Approach culvert, LT. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 6. Approach culvert, RT. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 7. Partial pipe removal. See sheet H.4 for details. P Plastic

3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d m t-a2 -S ec ti on

H T ab u la ti on s_ co n so lid at ed .x ls x]

S h ee t (3

-S ep -2

:4 P

M S

M ar kw ar d t

/2

B

T h om p so n /2

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

H.3

SHEET

NUMBER

FLATHEAD 486(1)

FLAP FLATHD 2021(1)

MT

Note: The quantities shown type B, solid (white)(typ.)

Install pavement markings, aggregate base

Edge of recycled type B, solid (white)(typ.)

Install pavement markings, 4-inch width solid (white)

Pavement markings, type B, GLACI

ER

DRI

VE

P O

L E

B R

ID

G E L

O O

P

P O

L E

B R

ID

G E L

A N

E

P R I V

A T

E R

O A

D ty p

(typ.)

28'

(t y p ty p.

(ty p

16"

24"

Scale in feet

0 5 10 2015

:4

A u g u s t

M

E R

C A

N T

IL

E

A R

E A

P L p w w o r k

\d

\m t-a jc

.d g n

MERCANTILE AREA

PERMANENT TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

MT

FLAP FLATHD 2021(1)

FLATHEAD 486(1)

J.9

Pavement Marking Detail

Parallel Parking