GTSR_10(39)_Sheets_D1.pdf

P T

.1

P O

T

.0

P C

.8

P T

.6

,8

.9

-6.1303%

61’ VC

K = 66

-5.2061%

-5.2061%

,8

.2

111’ VC

K = 126

-6.0879%

200’ VC

K = 289

,8

.3

CUYD

EXC.

CUYD

EMB.

18291828182718261825 1824 1823

5828 5808

5830 5810

5832 5812

5834 5814

5836 5816

5838 5818

5840 5820

5842 5822

D.3

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(39)

S e p

A

M g la c fb .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

L = 194.78’

T = 97.41’

R = 3,500.00’N

CP

23603

Existing ground

Existing ground

Profile grade Profile grade

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

D

R= 405.00’

T= 82.05’

L= 161.90’

Line to be constructed

S e e S h e e t I .2 in le t s tr u c tu r e

R e m o v e p ip e c u lv e r t a n d

R T

Remove asphalt gutter

1826+60 to 1827+80, RT

El = 5838.69

E = 962687.12

N = 1649238.00

1823+61.00

MT PRA GLAC 10(39)

Existing ground

Profile grade

BEGIN PROJECT

headwall, see Sheet I.2

Repoint stone masonry

1825+72, LT

S e e S h e e t I .2

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

n s tr u c t s to n e m a s o n r y h e a d w a ll

I s ta ll p ip e c u lv e m o v e p ip e c u lv e r t a n d h e a d w a ll

1PRELIMINARY

NOT FOR

CONSTRUCTION

35735

5765 5765

58155818

P C

.5

3 1

-5.3947% -5.3947%

,7

.6

50’ VC

K = 160

-5.0830%

L = 502.06’

T = 253.82’

R = 1,385.00’

N

CP

23102

CP

23103

Existing ground

Existing ground

Profile grade

Profile grade

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

Line to be constructed

Protect existing 8" pipe culvert

1833+13, LT

S e e S h e e t I .2

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.

S e e S h e e t I .2

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

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

S e e S h e e t I .2

P la c e r ip r a p c la s s fo 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 h e a d w a ll

I n s ta ll p ip e c u lv e m o v e p ip e c u lv e r t a n d h e a d w a ll

See Sheet E.3 for details

Gravel turnout.

1830+37 to 1832+75, RT

Ditch reconditioning

1830+00 to 1832+75, LT

CUYD

EXC.

CUYD

EMB.

18351834183318321831 1830 1829

5792 5776

5794 5778

5796 5780

5798 5782

5800 5784

5802 5786

5804 5788

5806 5790

D.4

STATE PROJECT

S e p

A

M g la c fc .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

1830+37 to 1838+50, RT

1830+34 to 1835+32, RT

Remove asphalt gutter

1832+59 to 1838+50, RT

See Sheet J.x for details.

Construct riprap lined ditch.

PRELIMINARY

85700

58035

B-1B-2

P T

.6

P C

.9

-5.0830%

,7

.1

110’ VC

K = 231

-5.5590%

,7

.0

50’ VC

K = 174

-5.2716%

-5.2716%

L = 502.06’

T = 253.82’

R = 1,385.00’

N

L = 351.43’

T = 176.03’

R = 2,375.00’

CP

23104

Existing ground

Profile grade

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

Profile grade

Existing ground

Existing ground

Profile grade

LEGEND:

Line to be constructed

Install standard underdrain

1836+00 to 1837+80, LT Ditch reconditioning

1840+00 to 1844+00, LT

S e e S h e e t I .2

R e m o v e p ip e c u lv e r t a n d i n le t s tr u c tu r e

R T

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

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 h e a d w a ll r e p a ir

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

S e e S h e e t I .2

S e e S h e e t I .2

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

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

CUYD

EXC.

CUYD

EMB.

1841184018391838183718361835

5762 5742

5764 5744

5766 5746

5768 5748

5770 5750

5772 5752

5774 5754

5776 5756

D.5

STATE PROJECT

S e p

A

M g la c fd .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

S e e S h e e t I .2

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

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

S e e S h e e t I .2 a n d i n le t s tr u c tu r e

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

R T inlet. See Sheet I.10 for details

Rebuild drystack wall at

1839+53, LT

See Sheet E.3 for details

Asphalt turnout.

1840+00 to 1843+87, RT

1832+59 to 1838+50, RT Remove asphalt gutter

1830+34 to 1835+32, RT

See Sheet J.x for details.

Construct riprap lined ditch.

see Sheet J.2 for details

Roadway obliteration, see Sheet C.8 for details

Subexcavation limits, see Sheets C.5-6 for details

Deep patch limits, Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, see Sheets C.5-6 for details

Deep patch limits, B-x

S e e S h e e t I .2

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

C o n s tr u c t r ip r a p s p il lw a y

R T

PRELIMINARY

P T

.3

,7

.2

160’ VC

K = 211

-6.0317%

CUYD

EXC.

CUYD

EMB.

1847184618451844184318421841

5732 5708

5734 5710

5736 5712

5738 5714

5740 5716

5742 5718

5744 5720

5746 5722

D.6

STATE PROJECT

S e p

A

M g la c fe .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 = 351.43’

T = 176.03’

R = 2,375.00’

Rock Debris

Existing ground

Profile grade

Profile grade

Existing ground

Existing ground

Profile grade

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

-6.0317% -6.0317%

Line to be constructed

S e e S h e e t I .2

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

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

160’ VC

-5.2716%

Ditch reconditioning

1840+00 to 1844+00, LT

See Sheet E.3 for details

Asphalt turnout.

1840+00 to 1843+87, RT

See Sheet E.4 for details

Asphalt turnout.

1846+09 to 1848+65, RT

LEGEND:

Ditch reconditioning

1846+00 to 1849+00, LT

Remove asphalt gutter

1846+59 to 1852+80, RT

Line to be constructed

1844+10 to 1844+75, Rt

N

See Sheet J.x for details.

Placed riprap, class 4.

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

56455648

56505653

5658566

57155718

-6.0317%

50’ VC

K = 260

,7

.2

-6.2236%

60’ VC

K = 133

,6

.5

-5.7715%

-6.2236%

,6

.6

60’ VC

K = 1878

-5.8034%

-5.7715%

CUYD

EXC.

CUYD

EMB.

1853185218511850184918481847

5696 5672

5698 5674

5700 5676

5702 5678

5704 5680

5706 5682

5708 5684

5710 5686

D.7

STATE PROJECT

S e p

A

M g la c ff .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 = 28.61’

T = 14.30’

R = 1,000.00’

N

CP

23105

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

Existing ground

Profile grade

Existing ground

Profile grade

Existing groundProfile grade

Line to be constructed

Ditch reconditioning

1846+00 to 1849+00, LT

Ditch reconditioning

1850+20 to 1851+80, LT

S e e S h e e t I .2

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 o u tl e t.

See Sheet E.4 for details

Aspahlt turnout.

1846+09 to 1848+65, RT

LEGEND:

See Sheet J.x for details.

Construct riprap lined detail.

1848+54 to 1854+23, Rt

Remove asphalt gutter

1846+59 to 1852+80, RT headwall, see Sheet I.2

Repoint stone masonry

1850+19, LT

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

57235725

57285730

P C

.2

-5.8034%

,6

.0

60’ VC

K = 90

-5.8034%

-6.4683%

CUYD

EXC.

CUYD

EMB.

1859185818571856185518541853

5660 5636

5662 5638

5664 5640

5666 5642

5668 5644

5670 5646

5672 5648

5674 5650

D.8

STATE PROJECT

S e p

A

M g la c fg .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 = 592.60’

T = 307.76’

R = 890.00’

N

CP

Existing ground

Profile grade

Existing ground

Existing ground

Profile grade

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

Profile grade

See Sheet F.7 for details

Repoint stone masonry spillway 10’ x 60’.

Line to be constructed

Ditch reconditioning

1855+60 to 1856+65, LT

1848+65 to 1854+23, RT

See Sheet J.x for details.

Construct riprap lined detail.

S e e S h e e t I .2

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.

in le t h e a d w a ll

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

S e e S h e e t I .2

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

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

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

in le t h e a d w a ll

R e m o v e p ip e c u lv e r t a n d

S e e S h e e t I .2

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

C o n s tr u c t r ip r a p s p il lw a y

R T

See Sheet J.2 for details Placed riprap, class 4.

1855+85 to 1856+50, LT

PRELIMINARY

5638 5640

5640 5643

0 1

P T

.8

100’ VC

K = 90

,6

.3

0 -5.3549%

-6.4683%

,6

.5

150’ VC

K = 225

-6.0222%

-6.0222%

CUYD

EXC.

CUYD

EMB.

1865186418631862186118601859

5624 5600

5626 5602

5628 5604

5630 5606

5632 5608

5634 5610

5636 5612

5638 5614

D.9

STATE PROJECT

S e p

A

M g la c fh .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

56165628

5626 5614

N

L = 592.60’

T = 307.76’

R = 890.00’

CP

23106

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

S e e S h e e t I .2

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.

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

S e e S h e e t I .2

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

LEGEND:

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

554055435545

-6.0222%

,5

.2

400’ VC

K = 363

-4.9191%

150’ VC

K = 301

CUYD

EXC.

CUYD

EMB.

1871187018691868186718661865

5588 5566

5590 5568

5592 5570

5594 5572

5596 5574

5598 5576

5600 5578

5602 5580

D.10

STATE PROJECT

S e p

A

M g la c fi .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 = 363.59’

T = 182.10’

R = 2,550.00’

CP

23107

Existing ground

Profile grade

Existing ground

Profile grade

Profile grade

Existing ground

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

S e e S h e e t I .1 f o r d e ta il s

R e p a ir x .3 c o n c r e te b o x c u lv e r t.

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.

LEGEND:

Line to be constructed

,5

.4

See Sheet E.4 for details

Asphalt turnout.

1868+48 to 1870+20, RT

P C

.1

Ditch reconditioning

1868+30 to 1870+50, LT see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

P T

.7

-5.4182%

-5.4182%

,5

.4

200’ VC

K = 791

-5.6710%

N

CP

23108

P o te n ti a l

M a m m a l

C r o s s in g

Existing ground

Profile grade

Existing ground

Profile grade

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

CUYD

EXC.

CUYD

EMB.

1877187618751874187318721871

5554 5536

5556 5538

5558 5540

5560 5542

5562 5544

5564 5546

5566 5548

5568 5550

D.11

STATE PROJECT

S e p

A

M g la c fj .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

55425552

Profile grade

Existing ground

L = 363.59’

T = 182.10’

R = 2,550.00’

Line to be constructed

S e e S h e e t I .2

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

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

S e e S h e e t I .2

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

See Sheet I.2

Repoint stone masonry spillway, 12 SQYD.

Masonry wall repair, 3 SQYD.

Remove and reset stone masonry.

1874+77, LT

S e e S h e e t I .2 m a s o n r y h e a d w a ll r e p a ir

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

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

PRELIMINARY

B-3

-5.6710%

-5.6710%

,5

.9

150’ VC

K = 481

-5.9829%

CUYD

EXC.

CUYD

EMB.

1883188218811880187918781877

5522 5500

5524 5502

5526 5504

5528 5506

5530 5508

5532 5510

5534 5512

5536 5514

D.12

STATE PROJECT

S e p

A

M g la c fk .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

23109

Existing ground

Profile grade

Existing ground

Profile grade

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

Profile grade

Existing ground

Line to be constructed

S e e S h e e t I .2

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.

See Sheet E.5 for details

Aspahlt turnout.

1880+75 to1883+37, RT

LEGEND:

Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, see Sheets C.5-6 for details

Deep patch limits, Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, B-x

PRELIMINARY

B-4

54655468

5485548854905493

-5.9829%

-5.9829%

,4

.5

320’ VC

K = 265

-4.7747%

-5.9829%

CUYD

EXC.

CUYD

EMB.

1889188818871886188518841883

5488 5464

5490 5466

5492 5468

5494 5470

5496 5472

5498 5474

5500 5476

5502 5478

D.13

STATE PROJECT

S e p

A

M g la c fl .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

Existing ground

Profile grade

Existing ground

Profile grade

Profile grade

Existing ground

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

LEGEND:

Line to be constructed See Sheet C.6 for details

Install standard underdrain.

1885+75 to 1886+50, LT

-5.9829%

-4.7747%

Geotechnical bore hole location see Sheet C.5-6 for details

Deep patch limits, B-x

PRELIMINARY

05463

P C

.0

P T

.4

-4.7747%

-4.7747%

CUYD

EXC.

CUYD

EMB.

1895189418931892189118901889

5452 5438

5454 5440

5456 5442

5458 5444

5460 5446

5462 5448

5464 5450

5466 5452

D.14

STATE PROJECT

S e p

A

M g la c fm .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 = 346.32’

T = 173.20’

R = 6,900.00’

CP

23110

CP

Existing ground

Existing ground

Profile grade

Profile grade

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

Line to be constructed

S e e S h e e t I .2

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 h e a d w a ll r e p a ir

PRELIMINARY

05423

P C

.2

,4

.0

150’ VC

K = 226

-5.4374%

-5.4374%

-5.4374%

,4

.1

200’ VC

K = 697

CUYD

EXC.

CUYD

EMB.

1901190018991898189718961895

5424 5404

5426 5406

5428 5408

5430 5410

5432 5412

5434 5414

5436 5416

5438 5418

D.15

STATE PROJECT

S e p

A

M g la c fn .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 = 1,073.89’

T = 543.48’

R = 2,830.00’ N

CP

23111

Existing ground

Profile grade

Existing ground

Profile grade

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

Profile grade

Existing ground

Line to be constructed

-4.7747%

See Sheet E.5 for details

Asphalt turnout.

1899+09 to 1900+75, RT

LEGEND:

S e e S h e e t I .2

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

S e e S h e e t I .2

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.

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

B-5

1 1

-5.7245%

-5.7245%

60’ VC

K = 282

,3

.9

-5.5117%

-5.5117%

,3

.6

200’ VC

K = 376

CUYD

EXC.

CUYD

EMB.

1907190619051904190319021901

5392 5370

5394 5372

5396 5374

5398 5376

5400 5378

5402 5380

5404 5382

5406 5384

D.16

STATE PROJECT

S e p

A

M g la c fo .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 = 1,073.89’

T = 543.48’

R = 2,830.00’

N

CP

23112

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

Profile grade

Profile grade

Profile grade

Existing ground

Existing ground

Existing ground

LEGEND:

Line to be constructed

1906+82, LT

Repoint stone masonry headwall. See Sheet F.7 for details

S e e S h e e t I .3

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.

B-x Geotechnical bore hole location

PRELIMINARY

B-6

5345534

635365

P T

.1

P C

.0

P T

.4

-6.0440% -6.0440%

-6.0440%

CUYD

EXC.

CUYD

EMB.

1913191219111910190919081907

5360 5336

5362 5338

5364 5340

5366 5342

5368 5344

5370 5346

5372 5348

5374 5350

D.17

STATE PROJECT

S e p

A

M g la c fp .d g n

I n t_ ft

D

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

M Q u is s ig n e d b y

L = 114.34’

T = 57.17’

R = 20,000.00’

N

Existing ground

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

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

L = 1,073.89’

T = 543.48’

R = 2,830.00’

Line to be constructed

Ditch reconditioning

1909+80 to 1914+12, LT

LEGEND:

B-x Geotechnical bore hole location

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 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

.1

P T

.5

,3

.2

100’ VC

K = 142

-5.3393%

-6.0440%

100’ VC

K = 416

,3

.2

-5.3393%

CUYD

EXC.

CUYD

EMB.

1919191819171916191519141913

5320 5304

5322 5306

5324 5308

5326 5310

5328 5312

5330 5314

5332 5316

5334 5318

D.18

STATE PROJECT

S e p

A

M g la c fq .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 = 48.41’

T = 24.21’

R = 25,000.00’

N

CP

23113

G a te

Existing ground

Profile grade

Existing ground

Profile grade

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

Line to be constructed Sheet L.32 for details

Install gate, see

Remove gate.

1914+12

See Sheet F.8 for details

Horse underpass

1918+33

LEGEND:

See Sheet E.6 for details

Jackson Glacier Turnout

1914+79 to 1917+90, RT

Ditch reconditioning

1909+80 to 1914+12, LT see Sheet J.2 for details

Roadway obliteration, 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 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.

PRELIMINARY

P T

.5

P C

.6

O U

T L E

T G

O O

D

E M

P T

Y I N

L E

T G

O O

D

E M

P T

Y C

O N

D I T I O

N

C

M P

O U

T L E

T F

U L L

B U

R

IE

D

IN

L E

T F

U L L

B U

R

IE

D

C O

N D

IT

IO

N

C

M P

S T

O N

E H

E A

D W

A L L

S T

O N

E H

E A

D W

A L L

O U

T L E

T G

O O

D

E M

P T

Y I N

L E

T G

O O

D

E M

P T

Y C

O N

D I T I O

N

C

M P

O U

T L E

T F

U L L

B U

R

IE

D

IN

L E

T F

U L L

B U

R

IE

D

C O

N D

IT

IO

N

C

M P

D I

B-7

B-8

B-9

P T

.5

P C

.6

-5.0990%

,2

.1

180’ VC

-6.0698%

-6.0698%

,2

.6

60’ VC

K = 410

-5.9236%

-6.0698%

-5.9236%

CUYD

EXC.

CUYD

EMB.

1925192419231922192119201919

5290 5268

5292 5270

5294 5272

5296 5274

5298 5276

5300 5278

5302 5280

5304 5282

D.19

STATE PROJECT

S e p

A

M g la c fr .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 = 434.67’

T = 226.15’

R = 638.00’

N

CP

23114

Improve vista and trail head.

Provide transit stop.

Improve ITS.

Improve info, orientation, interpretive exhibit.

Seperate vehicle and pedistrian traffic.

Improve vehicle parking and visitor circulation.

EIS:

Trail head retaining walls

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

Existing ground

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

Line to be constructed

L = 48.41’

T = 24.21’

R = 25,000.00’

Ditch reconditioning

1921+20 to 1927+70, 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.

a n d h e a d w a ll

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

LEGEND:

S e e S h e e t I .3

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.

R e m o v e p ip e c u lv e r t a n d h e a d w a ll

,2

.1

180’ VC

K = 185

-6.0698%

See Sheet J.x for details

Placed riprap, class, 4.

1921+50 to 1921+83, RT

See Sheet F.2 for details spillway, 50 SQYD.

Repoint stone masonry

1921+12, RTstone masonry spillway outlet at center ofto pipe culvert Align new

See Sheet E.7 for details

Gunsite Pass Turnout.

1919+12 to 1923+32, RT

Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, B-x

PRELIMINARY

B-11B-10

521852205223

522552285230

P T

.2

P C

.7

-5.9236%

,2

.4

400’ VC

K = 1134

-6.2763%

80’ VC

K = 164

,2

.3

1 -5.7877%

CUYD

EXC.

CUYD

EMB.

1931193019291928192719261925

5256 5232

5258 5234

5260 5236

5262 5238

5264 5240

5266 5242

5268 5244

5270 5246

D.20

STATE PROJECT

S e p

A

M g la c fs .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 = 434.67’

T = 226.15’

R = 638.00’

N

CP

23115

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

L = 1,069.14’

T = 541.00’

R = 2,835.00’

LEGEND:

Line to be constructed

Profile grade

Existing ground

Existing ground

Profile grade

Profile grade

Existing ground

Ditch reconditioning

1921+20 to 1927+70, LT

-5.9236%

See Sheet J.x for details

Placed riprap, class 4.

1928+40 to 1928+70, RT

See Sheet J.x for details

Placed riprap, class 4.

1928+65 to 1929+00, LT

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.

Install standard underdrain. See Sheet C.6 for details

1928+00 to 1929+60

Geotechnical bore hole location see Sheets C.5-6 for details

Deep patch limits, B-x

PRELIMINARY

521552185220

6 1

,2

.9

80’ VC

K = 276

-6.0776%

-5.7877%

-6.0776%

-6.0776%

CUYD

EXC.

CUYD

EMB.

1937193619351934193319321931

5220 5196

5222 5198

5224 5200

5226 5202

5228 5204

5230 5206

5232 5208

5234 5210

D.21

STATE PROJECT

S e p

A

M g la c ft .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 = 1,069.14’

T = 541.00’

R = 2,835.00’

N

CP

23116

Existing ground

Profile grade

Existing ground

Profile grade

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

Existing ground

Profile grade

Line to be constructed

-6.0776%

-6.0776%

Ditch reconditioning

1936+75 to 1937+00, LT

PRELIMINARY

517551785180

P T

.9

,1

.5

60’ VC

K = 581

-5.9743%

-6.0776%

-5.9743%

CUYD

EXC.

CUYD

EMB.

1943194219411940193919381937

5182 5160

5184 5162

5186 5164

5188 5166

5190 5168

5192 5170

5194 5172

5196 5174

D.22

STATE PROJECT

S e p

A

M g la c fu .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 = 1,069.14’

T = 541.00’

R = 2,835.00’

CP

23117

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

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.

-6.0776% under Section 622/623

Repair dry stack wall, 1937+10, LT

PRELIMINARY