GTSR_10(39)_Sheets_D2.pdf

51185120

P C

.9

P T

.8

,1

.4

60’ VC

K = 157

-5.5924%

-5.9743%

-5.5924%

340’ VC

K = 180

,1

.9

-3.6999%

-5.5924%

L = 57.83’

T = 28.91’

R = 20,000.00’

N

CP

23118

CUYD

EXC.

CUYD

EMB.

1949 1948 1947 1946 1945 1944 1943

5148 5128

5150 5130

5152 5132

5154 5134

5156 5136

5158 5138

5160 5140

5162 5142

D.23

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(39)

S e p

A

M g la c fv .d g n

I n t_ ft

D

R J o h n s o n

C h e c k e d b y

W

M c

Q u is to

D e s ig n e d b y

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Existing ground

Line to be constructed

Ditch reconditioning

1943+00 to 1952+00, LT

-3.6999%

PRELIMINARY

NOT FOR

CONSTRUCTION

DI

85110

DI

P C

.0

-3.6999%

-5.7800%

,1

.2

340’ VC

K = 163

-3.6999%

-5.7800%

L = 860.29’

T = 433.97’

R = 2,650.00’

N

CP

CP

23119

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

CUYD

EXC.

CUYD

EMB.

1955195419531952195119501949

5116 5098

5118 5100

5120 5102

5122 5104

5124 5106

5126 5108

5128 5110

5130 5112

D.24

STATE PROJECT

S e p

A

M g la c fw .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

Profile grade

Existing ground

Profile grade

Existing ground 5106

DI

Line to be constructed

Profile grade

Existing ground

S e e S h e e t I .3

C le a n d r a in a g e s tr u c tu r e

M in o r e x c a v a ti o n a t in le t.

o f d r a in a g e c u lv e r t a t in le t.

R e m o v e a n d r e p la c e

C le a r a n d g r u b o u tl e t.

See Sheet E.8 for details

Asphalt turnout.

1949+02 to 1954+42, RT

Ditch reconditioning

1943+00 to 1952+00, LT

-5.7800%

S e e S h e e t I .3

P la c e d r ip r a p c la s s

I n s ta ll i n le t, t y p e m o d if ie d

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

PRELIMINARY

03510 55108

5123 5125

6 1

P T

.3

P C

.5

-5.7800%

,0

.6

550’ VC

K = 1195

-5.7800%

-6.2404%

-6.2404%

CUYD

EXC.

CUYD

EMB.

1961196019591958195719561955

5088 5064

5090 5066

5092 5068

5094 5070

5096 5072

5098 5074

5100 5076

5102 5078

D.25

STATE PROJECT

S e p

A

M g la c fx .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

L = 860.29’

T = 433.97’

R = 2,650.00’

N

Existing ground

Profile grade

Existing ground

Profile grade Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

L = 529.60’

T = 265.90’

R = 2,380.00’

Ditch reconditioning

1955+00 to 1962+00, LT

S e e S h e e t I .3

P la c e r ip r a p c la s s h e a d w a ll f o r p ip e c u lv e r t.

C o n s tr u c t s to n e m a s o n r y

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

R e m o v e p ip e c u lv e r t.

Existing restroom facility

LEGEND:

See Sheet E.8 for details

Grizzly Point Turnout.

1956+91 to 1959+40, RT

-6.2404%

See Sheet F.7 for details masonry wall repair, 6 SQYD.

Remove and reset stone masonry, Repoint stone masonry spillway 50 SQYD.

1957+41, LT

masonry wall repair 6 SQYD.

Remove and reset stone masonry, 1957+39, LT

Future restroom facility see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

205023

50455048

5050P C

.5

5 1

P T

.1

-6.2404%

,0

.3

240’ VC

K = 201

-6.2404% -5.0479%

-5.0479%

CUYD

EXC.

CUYD

EMB.

1967196619651964196319621961

5050 5028

5052 5030

5054 5032

5056 5034

5058 5036

5060 5038

5062 5040

5064 5042

D.26

STATE PROJECT

S e p

A

M g la c fy .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

L = 529.60’

T = 265.90’

R = 2,380.00’

CP

23120

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Existing ground

Profile grade

Existing ground

Profile grade

Line to be constructed

Ditch deconditioning

1955+00 to 1962+00, LT

S e e S h e e t I .3 m a s o n r y m a s o n r y w a ll r e p a ir

R e m o v e a n d r e s e t s to n e

C le a r a n d g r u b i n le t a n d o u tl e t.

N

-6.2404%

S e e S h e e t I .3

P la c e d r ip r a p c la s s p ip e c u lv e r t fl a r e d

I n s ta ll e n d s e c ti o n f o r

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

R e m o v e p ip e c u lv e r t.

PRELIMINARY

-5.0479%

,0

.3

320’ VC

K = 280

-5.0479% -6.1901%

-6.1901%

CUYD

EXC.

CUYD

EMB.

1973197219711970196919681967

5018 4994

5020 4996

5022 4998

5024 5000

5026 5002

5028 5004

5030 5006

5032 5008

D.27

STATE PROJECT

S e p

A

M g la c fz .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

CP

23121

Existing ground

Profile grade

Profile grade

Existing ground

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed Ditch reconditioning

1971+72 to 1972+50, LT

-6.1901%

PRELIMINARY

496049 634965496849704973

4978 4

5 4988

P C

.8

-5.8717%

,9

.5

100’ VC

K = 314

-5.8717%

-6.0723%

,9

.9

100’ VC

K = 499

CUYD

EXC.

CUYD

EMB.

1979197819771976197519741973

4982 4958

4984 4960

4986 4962

4988 4964

4990 4966

4992 4968

4994 4970

4996 4972

D.28

STATE PROJECT

S e p

A

M g la c fz a .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 570.69’

T = 286.40’

R = 2,720.00’

Existing ground Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Profile grade

Existing ground

Profile grade

Line to be constructed

S e e S h e e t I .3

C le a r a n d g r u b i n le t a n d o u tl e t.

PRELIMINARY

0 1

P T

.5

-6.0723%

-6.0723%

-4.9219%

,9

.9

110’ VC

K = 96

-6.0723%

-5.8475%

,9

.5

120’ VC

K = 130

,9

.6

80’ VC

K = 136

CUYD

EXC.

CUYD

EMB.

1985198419831982198119801979

4946 4924

4948 4926

4950 4928

4952 4930

4954 4932

4956 4934

4958 4936

4960 4938

D.29

STATE PROJECT

S e p

A

M g la c fz b .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

L = 570.69’

T = 286.40’

R = 2,720.00’

N

CP

23122

Existing ground

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

S e e S h e e t I .3

P la c e d r ip r a p c la s s

C le a r a n d g r u b i n le t.

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

R e m o v e p ip e c u lv e r t.

S e e S h e e t I .3

P la c e d r ip r a p c la s s

C o n s tr u c t h e a d w a ll f o r 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 e p ip e c u lv e r t.

PRELIMINARY

49134915

P C

.6

,9

.4

75’ VC

K = 224

-5.2593%

-5.5943%

CUYD

EXC.

CUYD

EMB.

1991199019891988198719861985

4910 4894

4912 4896

4914 4898

4916 4900

4918 4902

4920 4904

4922 4906

4924 4908

D.30

STATE PROJECT

S e p

A

M g la c fz c .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 587.60’

T = 294.97’

R = 2,689.00’

CP

23123

Existing ground

Profile grade

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

See Sheet E.9 for details

Asphalt turnout.

1987+38 to 1989+22, RT

LEGEND:

S e e S h e e t I .3

M in o r e x c a v a ti o n a t in le t.

C le a r a n d g r u b i n le t a n d o u tl e t.

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

P T

.2

-4.8903%

,8

.7

-5.5943%

-4.8903%

,8

.4

180’ VC

K = 178

-4.8903%

CUYD

EXC.

CUYD

EMB.

1997199619951994199319921991

4878 4862

4880 4864

4882 4866

4884 4868

4886 4870

4888 4872

4890 4874

4892 4876

D.31

STATE PROJECT

S e p

A

M g la c fz d .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 587.60’

T = 294.97’

R = 2,689.00’

CP

23124

Existing ground

Profile grade

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

Ditch reconditioning

1996+00 to 2007+45, LT

See Sheet E.9 for details

Asphalt turnout.

1995+17 to 1997+50, RT

S e e S h e e t I .3

C le a n d r a in a g e s tr u c tu r e p ip e c u lv e r t, f la r e d

I n s ta ll e n d s e c ti o n f o r in le t a n d o u tl e t.

M in o r e x c a v a ti o n a t

LEGEND:

-5.5943% see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

548384840

484548 48485

-5.9039%

-5.9039%

-5.9039%

CUYD

EXC.

CUYD

EMB.

2003200220012000199919981997

4850 4826

4852 4828

4854 4830

4856 4832

4858 4834

4860 4836

4862 4838

4864 4840

D.32

STATE PROJECT

S e p

A

M g la c fz e .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

CP

23125

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Profile grade

Existing ground Existing ground

Profile grade

Ditch reconditioning

1996+00 to 2007+45, LT

Line to be constructed

LEGEND:

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

48154818

482348

B-12

-6.0417%

,8

.5

80’ VC

K = 581

-5.9039%

-6.0417%

CUYD

EXC.

CUYD

EMB.

2009200820072006200520042003

4814 4790

4816 4792

4818 4794

4820 4796

4822 4798

4824 4800

4826 4802

4828 4804

D.33

STATE PROJECT

S e p

A

M g la c fz f.

d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

CP

23126

Existing ground

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Existing ground

Profile grade

Profile grade

Ditch reconditioning

1996+00 to 2007+45, LT

Line to be constructed

,8

.1

LEGEND:

-6.0417%

Geotechnical bore hole locationB-x

S e e S h e e t I .3

P la c e d r ip r a p c la s s m a s o n r y w a ll r e p a ir

R e m o v e a n d r e s e t s to n e m a s o n r y

C le a r a n d g r u b i n le t.

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

R e m o v e p ip e c u lv e r t.

S e e S h e e t I .3

C le a r a n d g r u b i n le t a n d o u tl e t.

P la c e d r ip r a p c la s s

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

R e m o v e p ip e c u lv e r t.

PRELIMINARY

-2.6140%

,7

.2

400’ VC

K = 117

-6.0417% -2.6140%

-2.6140%

CUYD

EXC.

CUYD

EMB.

2015201420132012201120102009

4778 4770

4780 4772

4782 4774

4784 4776

4786 4778

4788 4780

4790 4782

4792 4784

D.34

STATE PROJECT

S e p

A

M g la c fz g .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

CP

9905 CP

23127

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Existing ground

Profile grade

Profile grade

Existing ground

Line to be constructed

See Sheet E.10 for details

Asphalt turnout.

2014+30 to 2015+80, RT

LEGEND:

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

P C

.1

,7

.4

580’ VC

K = 545

-2.6140% -3.6773%

-3.6773%

CUYD

EXC.

CUYD

EMB.

2021202020192018201720162015

4762 4752

4764 4754

4766 4756

4768 4758

4770 4760

4772 4762

4774 4764

4776 4766

D.35

STATE PROJECT

S e p

A

M g la c fz h .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 688.78’

T = 359.60’

R = 971.00’

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Existing ground

Profile grade

Line to be constructed

See Sheet E.10 for details

Asphalt turnout.

2014+30 to 2015+80, RT

LEGEND:

-2.6140% see Sheet J.2 for details

Roadway obliteration, S e e S h e e t I .3

C le a r a n d g r u b i n le t a n d o u tl e t.

P la c e d r ip r a p c la s s

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

R e m o v e p ip e c u lv e r t.

1PRELIMINARY

6 P

T

.9

-3.6773%

,7

.2

525’ VC

K = 163

-3.6773% -0.4541%

CUYD

EXC.

CUYD

EMB.

2027202620252024202320222021

4740 4730

4742 4732

4744 4734

4746 4736

4748 4738

4750 4740

4752 4742

4754 4744

D.36

STATE PROJECT

S e p

A

M g la c fz i.

d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 688.78’

T = 359.60’

R = 971.00’

CP

23128

CP

23129

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Profile grade

Existing ground

4738 Profile grade

Existing ground

Line to be constructed

-3.6773%

S e e S h e e t I .3

C le a r a n d g r u b i n le t a n d o u tl e t.

P la c e d r ip r a p c la s s

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

R e m o v e p ip e c u lv e r t.

PRELIMINARY

47434743

P C

.6

+1.97 13%

,7

.8

200’ VC

K = 82

-0.4541%

CUYD

EXC.

CUYD

EMB.

2033203220312030202920282027

4726 4726

4728 4728

4730 4730

4732 4732

4734 4734

4736 4736

4738 4738

4740 4740

D.37

STATE PROJECT

S e p

A

M g la c fz j.

d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

L = 321.32’

T = 162.22’

R = 945.00’

Profile grade

Existing ground

Line to be constructed see Sheet E.11 for details

St. Mary Falls Transit

2039+08 to 2042+13, RT

LEGEND:

2032+00 to 2039+00, RT. Salvage red argillite, approx. 615 CUYD, as directed by the CO

S e e S h e e t I .3

M in o r e x c a v a ti o n a t in le t a n d o u tl e t.

C le a r a n d g r u b i n le t a n d o u tl e t.

P la c e d r ip r a p c la s s

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

R e m o v e p ip e c u lv e r t.

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

+1.97 13%

+1.97 13%

CUYD

EXC.

CUYD

EMB.

2039203820372036203520342033

4732 4732

4734 4734

4736 4736

4738 4738

4740 4740

4742 4742

4744 4744

4746 4746

D.38

STATE PROJECT

S e p

A

M g la c fz k .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

L = 321.32’

T = 162.22’

R = 945.00’

N

CP

23130

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Existing ground

Profile grade

Line to be constructed

S e e S h e e t I .3

C le a n d r a in a g e s tr u c tu r e

M in o r e x c a v a ti o n a t o u tl e t.

C le a r a n d g r u b i n le t a n d o u tl e t.

2037+00 to 2043+35, LT approx. 615 CUYD as directed by the CO.

2032+00 to 2039+00, RT. Salvage red argellite

Ditch reconditioning

PRELIMINARY

4735 4735

-2.5909%

,7

.9

505’ VC

K = 111

+1.97 13% -2.5909%

N

CP

23131

CUYD

EXC.

CUYD

EMB.

2045204420432042204120402039

4736 4736

4738 4738

4740 4740

4742 4742

4744 4744

4746 4746

4748 4748

4750 4750

D.39

STATE PROJECT

S e p

A

M g la c fz l.

d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

Ditch reconditioning

2037+00 to 2043+35, LT

Gunsite Pass Horse Cut-off Trail

LEGEND:53.34 m175’-0"

2042+00 to 2043+75, RT see Sheetg E.12 for details

St. Mary Falls, 2039+08 to 2042+13, RT approx. 8 CUYD

Salvage red argillite as directed by th CO see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

47054708

,7

.0

705’ VC

K = 462

-2.5909% -1.0637%

CUYD

EXC.

CUYD

EMB.

2051205020492048204720462045

4722 4722

4724 4724

4726 4726

4728 4728

4730 4730

4732 4732

4734 4734

4736 4736

D.40

STATE PROJECT

S e p

A

M g la c fz m .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

CP

23132

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Profile grade

Existing ground

Line to be constructed

-2.5909%

-1.0637%

S e e S h e e t I .3

M in o r e x c a v a ti o n a t o u tl e t.

C le a r a n d g r u b i n le t.

P la c e d r ip r a p c la s s

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

R e m o v e p ip e c u lv e r t.

PRELIMINARY

P C

.4

-1.0637%

,7

.3

535’ VC

K = 118

-1.0637% -5.6010%

CUYD

EXC.

CUYD

EMB.

2057205620552054205320522051

4712 4712

4714 4714

4716 4716

4718 4718

4720 4720

4722 4722

4724 4724

4726 4726

D.41

STATE PROJECT

S e p

A

M g la c fz n .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 534.86’

T = 288.15’

R = 580.00’

CP

23133

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

Profile grade

Existing ground

See Sheet E.13 for details

Asphalt turnout.

2051+17 to 2054+33, RT

LEGEND:

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

4720 472

P T

.2

-5.6010%

-4.3793%

,6

.3

170’ VC

K = 139

CUYD

EXC.

CUYD

EMB.

2063206220612060205920582057

4698 4684

4700 4686

4702 4688

4704 4690

4706 4692

4708 4694

4710 4696

4712 4698

D.42

STATE PROJECT

S e p

A

M g la c fz o .d g n

I n t_ ft

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

N

L = 534.86’

T = 288.15’

R = 580.00’

CP

23134

Existing ground

Profile grade

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Line to be constructed

S e e S h e e t I .3

M in o r e x c a v a ti o n a t in le t a n d o u tl e t.

C le a r a n d g r u b i n le t.

S e e S h e e t I .3 a n d g r u b b in g

H e a d w a ll r e p la c e m e n t a ft e r c le a r in g

N o te C

O t o d e te r m in e c u lv e r t a n d

C le a n d r a in a g e s tr u c tu r e

M in o r e x c a v a ti o n a t in le t a n d o u tl e t.

C le a r a n d g r u b i n le t a n d o u tl e t.

PRELIMINARY