GTSR_10(39)_Sheets_D3.pdf

46404643

4665 4668 4670

BH

MW

12" STEEL

B-13

B-14

B-15

B-16

P C

.0

P C

C

.0

P C

C

.0

P T

.0

-0.0119%

+1.730 3%

,6

.9

200’ VC

K = 46

,6

.9

150’ VC

K = 86

-4.3793%

CUYD

EXC.

CUYD

EMB.

2069206820672066206520642063

4670 4670

4672 4672

4674 4674

4676 4676

4678 4678

4680 4680

4682 4682

4684 4684

D.43

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(39)

S e p

A

M g la c fz p .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 = 441.21’

T = 238.80’

R = 465.00’

N

CP

23135

CP

23136

Existing ground

Profile grade

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

R= 428.00’

T= 75.78’

L= 150.00’

D

D

R= 725.00’

T= 33.51’

L= 66.98’

Line to be constructed

LEGEND:

24" Deep subexcavation

2067+50 to 2171+50, LT & RT

See Sheet E.14 for details

Sunrift Gorge (West), transit.

2062+60 to 2065+00, LT & RT

See Sheet E.14 for details

Sunrift Gorge (East).

2067+00 to 2070+00, RT

Salvage green argillite

2068+90 to 2069+00, RT

See Sheet H.9 for details

Baring Creek Bridge.

2065+00 to 2067+00 approx. 3 CUYD

Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, B-x

PRELIMINARY

NOT FOR

CONSTRUCTION

46604663

4665 4665

4668 4668

4670 46704673

104713

+5.

,6

.5

150’ VC

K = 38

+4.

,6

.5

250’ VC

K = 357

+4.

N

CP

23137

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

Existing ground

Profile grade

Profile grade

Existing ground

Line to be constructed

Ditch reconditioning

2069+80 to 2072+60, LT

LEGEND:

24" Deep subexcavation

2067+50 to 2171+50, LT & 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

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

Existing ground

Profile grade +4.

CUYD

EXC.

CUYD

EMB.

2075207420732072207120702069

4680 4698

4682 4700

4684 4702

4686 4704

4688 4706

4690 4708

4692 4710

4694 4712

D.44

STATE PROJECT

S e p

A

M g la c fz q .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

See Sheet E.15 for details

Gravel turnout.

2069+63 to 2072+19, RT

+4.

Salvage green argillite

2073+17 to 2074+75, 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 appox. 3 CUYD see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

P C

.0

6 2

+4.

+4.

CUYD

EXC.

CUYD

EMB.

2081208020792078207720762075

4712 4726

4714 4728

4716 4730

4718 4732

4720 4734

4722 4736

4724 4738

4726 4740

D.45

STATE PROJECT

S e p

A

M g la c fz r .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 = 662.80’

T = 332.72’

R = 3,040.00’

CP

23138

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

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.

approx. 3 CUYD

Salvage green argillite

2080+35 to 2081+75, LT

PRELIMINARY

5 4738

47454745

47504753

P T

.8

P C

.0

+4.

% -5.9794%

CUYD

EXC.

CUYD

EMB.

2087208620852084208320822081

4738 4740

4740 4742

4742 4744

4744 4746

4746 4748

4748 4750

4750 4752

4752 4754

D.46

STATE PROJECT

S e p

A

M g la c fz s .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

23140

CP

23139

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

Existing ground

Profile grade

L = 662.80’

T = 332.72’

R = 3,040.00’

LEGEND:

Line to be constructed

Existing ground

Profile grade

Existing ground

Profile grade

L = 799.66’

T = 425.24’

R = 950.00’

P C

.0

4,762.58

2085+18

1,080’ VC

K = 99 station

Range Salvage green argillite

2080+35 to 2081+75, LT approx. 3 CUYD see Sheet J.2 for details

Roadway obliteration, 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 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

472847

33 4735

P C

.0

-5.9794%

CUYD

EXC.

CUYD

EMB.

2093209220912090208920882087

4734 4714

4736 4716

4738 4718

4740 4720

4742 4722

4744 4724

4746 4726

4748 4728

D.47

STATE PROJECT

S e p

A

M g la c fz t.

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 = 799.66’

T = 425.24’

R = 950.00’

N

CP

23141

CP

23140

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

Existing ground

Profile grade

Existing ground

Existing ground

Profile grade

Profile grade

LEGEND:

Line to be constructed

S e e S h e e t I .4

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

24" Deep subexcavation

2090+00 to 2102+00, LT & RT

-5.9794% see Sheet J.2 for details

Roadway obliteration, see Sheet C.8 for details

Subexcavation limits, PRELIMINARY

B-17

P T

.7

P C

.9

P T

.5

-5.9794%

-5.9794%

,6

.1

240’ VC

K = 216

CUYD

EXC.

CUYD

EMB.

2099209820972096209520942093

4702 4680

4704 4682

4706 4684

4708 4686

4710 4688

4712 4690

4714 4692

4716 4694

D.48

STATE PROJECT

S e p

A

M g la c fz u .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 = 273.65’

T = 138.92’

R = 645.00’

L = 799.66’

T = 425.24’

R = 950.00’

N

CP

21005

CP

23142

CP

21004

Existing ground

Profile grade Existing ground

Profile grade

Profile grade

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

Sun Point Road Junction

Existing ground

LEGEND:

Line to be constructed

Install standard underdrain

2093+00 to 2094+00, LT

S e e S h e e t I .4

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.

-5.9794%

2090+00 to 2102+00, LT & RT

24" Deep subexcavation

Geotechnical bore hole location see Sheet C.8 for details

Subexcavation limits, B-x

PRELIMINARY

B-18

46604

47104713

JH

JH 5037

P C

.7

P T

.5

-4.8660%

,6

.3

780’ VC

K = 115

-4.8660% +1.92

69%

CUYD

EXC.

CUYD

EMB.

2105210421032102210121002099

4668 4654

4670 4656

4672 4658

4674 4660

4676 4662

4678 4664

4680 4666

4682 4668

D.49

STATE PROJECT

S e p

A

M g la c fz v .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

21002

L = 60.79’

T = 30.40’

R = 5,000.00’

Sun Point Road Junction

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

Existing ground

Profile grade Existing ground

Profile grade

LEGEND:

Line to be constructed

S e e S h e e t I .4

C le a n d r a in a g e s tr u c tu r e see Sheet C.6 for details

Install standard underdrain

2102+00 to 2103+75, LT

24" Deep subexcavation

2090+00 to 2102+00, LT & RT Geotechnical bore hole locations 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, B-x

PRELIMINARY

4648 4650 4653

P C

.1

P T

.6

+1.92 69%

CUYD

EXC.

CUYD

EMB.

2111211021092108210721062105

4658 4658

4660 4660

4662 4662

4664 4664

4666 4666

4668 4668

4670 4670

4672 4672

D.50

STATE PROJECT

S e p

A

M g la c fz w .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 = 283.51’

T = 143.65’

R = 713.00’

N

CP

21000

CP

21001

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

Profile grade

Existing ground

Line to be constructed

24" Deep subexcavation

2106+50 to 2109+00, LT & RT

Salvage green argillte

2105+40 to 2107+90, LT & RT

Ditch reconditioning

2107+00 to 2109+00, LT approx. 8 CUYD

S e e S h e e t I .4

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

.9

P T

.5

+0.7702%

,6

.7

250’ VC

K = 216

+1.92 69%

+0.7702%

CUYD

EXC.

CUYD

EMB.

2117211621152114211321122111

4666 4666

4668 4668

4670 4670

4672 4672

4674 4674

4676 4676

4678 4678

4680 4680

D.51

STATE PROJECT

S e p

A

M g la c fz x .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 = 323.61’

T = 165.20’

R = 653.00’

N

CP

23143

Profile grade

Existing ground

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

Line to be constructed

24" Deep subexcavation

2113+00 to 2118+40, RT

Ditch reconditioning

2115+00 to 2115+97, LT

PRELIMINARY

P C

.8

0 2

+2.7

,6

.9

500’ VC

K = 252

+0.7702%

CUYD

EXC.

CUYD

EMB.

2123212221212120211921182117

4676 4676

4678 4678

4680 4680

4682 4682

4684 4684

4686 4686

4688 4688

4690 4690

D.52

STATE PROJECT

S e p

A

M g la c fz y .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 = 462.49’

T = 232.15’

R = 2,135.00’

N

CP

23144

CP

Garbage

Existing ground

Profile grade

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

LEGEND:

Line to be constructed See Sheet J.2 for details

Place boulders, 15 total.

2121+20 to 2122+60, LT

S e e S h e e t I .4

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

P T

.3

P C

.2

,7

.9

675’ VC

K = 157

+2.7

+2.7

% -1.5308%

CUYD

EXC.

CUYD

EMB.

2129212821272126212521242123

4690 4690

4692 4692

4694 4694

4696 4696

4698 4698

4700 4700

4702 4702

4704 4704

D.53

STATE PROJECT

S e p

A

M g la c fz z .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 = 416.41’

T = 210.62’

R = 1,123.00’

N

CP

23145

Existing ground

Profile grade

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 L = 462.49’

T = 232.15’

R = 2,135.00’

Line to be constructed

PRELIMINARY

904690

154718

P T

.6

P C

.3

P T

.2

-1.5308%

-1.5308%

CUYD

EXC.

CUYD

EMB.

2135213421332132213121302129

4686 4686

4688 4688

4690 4690

4692 4692

4694 4694

4696 4696

4698 4698

4700 4700

D.54

STATE PROJECT

S e p

A

M g la c fz z 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 = 221.96’

T = 112.42’

R = 567.00’

CP

23146

Existing ground

Profile grade

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

L = 416.41’

T = 210.62’

R = 1,123.00’

Line to be constructed see Sheet J.2 for details

Roadway obliteration, see Sheet C.5 for details

Subexcavation limits, see Sheet C.4 for details

Deep patch limits, S e e S h e e t I .4

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

4680 468

4688 4690

46934695

4703 4705

P C

.5

,6

.0

530’ VC

K = 210 -1.5308%

CUYD

EXC.

CUYD

EMB.

2141214021392138213721362135

4678 4678

4680 4680

4682 4682

4684 4684

4686 4686

4688 4688

4690 4690

4692 4692

D.55

STATE PROJECT

S e p

A

M g la c fz z 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

N

L = 425.51’

T = 223.22’

R = 570.00’

CP

23147

Existing ground

Profile grade

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

Line to be constructed

LEGEND:

see Sheet I.4

Repoint headwall, 2138+79, LT see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

P T

.0

P C

.7

+0.9982%

+0.9982%

CUYD

EXC.

CUYD

EMB.

2147214621452144214321422141

4676 4676

4678 4678

4680 4680

4682 4682

4684 4684

4686 4686

4688 4688

4690 4690

D.56

STATE PROJECT

S e p

A

M g la c fz z 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 = 425.51’

T = 223.22’

R = 570.00’

L = 1,017.75’

T = 613.01’

R = 725.00’

CP

23148

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

Profile grade

Existing ground

Line to be constructed

PRELIMINARY

4695 4698

4700 4703

+0.9006%

,6

.1

200’ VC

K = 2049

100’ VC

K = 1903

CUYD

EXC.

CUYD

EMB.

2153215221512150214921482147

4682 4682

4684 4684

4686 4686

4688 4688

4690 4690

4692 4692

4694 4694

4696 4696

D.57

STATE PROJECT

S e p

A

M g la c fz z 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

L = 1,017.75’

T = 613.01’

R = 725.00’

N

CP

23149

Existing ground

Profile grade

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

Line to be constructed

LEGEND:

100’ VC

K = 1903

,6

.6

Salvage green argillite

2150+50 TO 2151+30, RT

approx. 3 CUYD see Sheet J.2 for details

Roadway obliteration, S e e S h e e t I .4

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

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

B-19

B-20

B-21 B-22

90 4

3 4705

P T

.5

P C

.1

P T

.9

+0.9531%

+1.3913

+0.8556%

100’ VC

K = 1903

,6

.7

100’ VC

K = 228

,6

.9

100’ VC

K = 187

+1.3913

CUYD

EXC.

CUYD

EMB.

2159215821572156215521542153

4688 4688

4690 4690

4692 4692

4694 4694

4696 4696

4698 4698

4700 4700

4702 4702

D.58

STATE PROJECT

S e p

A

M g la c fz z 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

L = 429.05’

T = 229.50’

R = 488.00’

N

CP

23151

CP

23150

Profile grade

Existing ground

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

L = 1,017.75’

T = 613.01’

R = 725.00’

LEGEND:

Line to be constructed

Install standard underdrain, 2155+56 to 2157+70, LT see Sheet C.6 for details

Removal of masonry guardwall

2155+56 to 2157+31, RT

Construct stone masonry guardwall, ashlar, type 3. See Sheet F.4 for detail

2155+56 to 2157+31, RT

,6

.6

100’ VC

K = 1903 see Sheet J.X for details

Rock lined ditch, 2153+55 to 2157+40

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

Deep patch limits, B-x

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

S e e S h e e t I .4

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

4705 4708

P T

.9

+0.8556%

,7

.7

760’ VC

K = 147

+0.8556% -4.3290%

CUYD

EXC.

CUYD

EMB.

2165216421632162216121602159

4690 4690

4692 4692

4694 4694

4696 4696

4698 4698

4700 4700

4702 4702

4704 4704

D.59

STATE PROJECT

S e p

A

M g la c fz z 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

23152

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

Profile grade

Existing ground

L = 429.05’

T = 229.50’

R = 488.00’

Line to be constructed

LEGEND:

24" Deep subexcavation

2164+00 to 2166+00, LT see Sheet C.5 for details

Subexcavation limits, PRELIMINARY

B-23

P C

.6

-4.3290%

-4.3290%

CUYD

EXC.

CUYD

EMB.

2171217021692168216721662165

4678 4666

4680 4668

4682 4670

4684 4672

4686 4674

4688 4676

4690 4678

4692 4680

D.60

STATE PROJECT

S e p

A

M g la c fz z 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

23153

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

Existing ground

Profile grade

L = 643.96’

T = 344.82’

R = 727.00’

Profile grade

Existing ground

LEGEND:

Line to be constructed

Ditch reconditioning

2170+00 to 2178+50, LT

24" Deep subexcavation

2166+50 to 2170+00, LT

Move concrete barrier (jersey barrier)

2170+43 to 2171+18, RT

Construct stone masonry guardwall, ashlar, type 3. See Sheet F.4 for details

2169+20 to 2171+92

Removal of masonry guardwall

2169+20 to 2171+92, RT

24" Deep subexcavaion

2164+00 to 2166+00 as directed by the CO and remove debis pile under Section 622/623

Salvage green argillite

2170+90 to 2177+00, LT

Salvage green argillite

2170+50 to 217+55

S e e S h e e t I .4

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

approx. 1 CUYD

Geotechnical bore hole location see Sheet C.8 for details

Subexcavation limits, B-x

S e e S h e e t I .4

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 e x is ti n g p ip e c u lv e r t a n d h e a d w a ll

PRELIMINARY

4703 4705 4708

4715 4718 4720 472

47304733473547384740474347454748475047534755475847604763

P T

.7

-4.3290%

,6

.2

300’ VC

K = 50

-4.3290% +1.710

7%

-4.3290%

CUYD

EXC.

CUYD

EMB.

2177217621752174217321722171

4654 4640

4656 4642

4658 4644

4660 4646

4662 4648

4664 4650

4666 4652

4668 4654

D.61

STATE PROJECT

S e p

A

M g la c fz z 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

L = 643.96’

T = 344.82’

R = 727.00’

N

CP

Garbage

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

Profile grade

Existing ground

Existing ground

Profile grade

Line to be constructed

Ditch reconditioning

2170+00 to 2178+50, LT

Construct stone masonry guardwall, 2169+20 to 2171+92, RT

Retaining wall

See Sheet F.4 for details ashlar, type 3. See Sheet F.4 for details

Guardwall underpining. See Sheet F.7 for details

2171+92 to 2173+50, RT ashlar, type 3. See Sheet F.4 for details

See Sheet F.4 for details

See Sheet F.4 for details

See Sheet F.4 for details see Sheet J.2 for details

Roadway obliteration, see Sheet C.5 for details

Subexcavation limits, see Sheet C.4 for details

Deep patch limits, Removal of masonry guardwall

2174+86 to 2176+00, RT

Construct stone masonry

2176+75 to 2176+90, RT guardwall, ashlar, type 3.

Construct stone masonry

2175+38 to 2176+00, RT

Repair/repair guardwall.

2176+00 to 2176+75, RT

Salvage green argillite and remove debris pile

2170+90 to 2177+00, LT as directed by the CO under Section 622/623

Move concrete barrier (Jersey barriers)

2174+90 to 2175+60, RT

Removal of masonry guardwall

2169+20 to 2171+92, RT Construct stone masonry guardwall, 2174+86 to 2175+38, RT

Remove masonry guardwall

2176+75 to 2181+92, RT guardwall, ashlar, type 2.

Clean/repair/repoint 100%.

2176+25 to 2176+75, RT

Construct stone masonary guardwall, ashr, type 2.

2176+90 to 2179+15, RT

See Sheet E.17 for details

Dead Horse Point.

2169+80 to 2175+60, RT

(approved source of select granular backfill) as directed by the CO under Section 622/623

PRELIMINARY

B-24 B-25

46234625

46484

46584658

467546784680 4683

4710 4713 4715 4718

47304733473547384740474347454748475047534755475847604763

4830483348354838484048434845484848504853485548584860486348654868

P C

.6

P T

.0

P C

.7

+1.710 7%

CUYD

EXC.

CUYD

EMB.

2183218221812180217921782177

4640 4640

4642 4642

4644 4644

4646 4646

4648 4648

4650 4650

4652 4652

4654 4654

D.62

STATE PROJECT

S e p

A

M g la c fz z 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

CP

23154L = 347.46’

T = 174.75’

R = 1,315.00’

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

L= 265.40’

T= 133.17’

R= 1,285.00’

Profile grade

Existing ground

Line to be constructed

Ditch reconditioning

2177+00 to 2178+50, LT

Install standard underdrain.

2179+15 to 2182+20, LT

Ditch reconditioning

2182+20 to 2184+50, LT

S e e S h e e t I .4

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

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

Removal of masonry guardwall

2176+75 to 2181+92, RT

Construct stone masonry guardwall, ashlar, type 2. See Sheet F.4 for details

2176+90 to 2179+15, RT

Construct stone masonry guardwall, ashlar, type 3. See Sheet F.4 for details

2179+15 to 2181+92, RT

See Sheet C.6 for details

LEGEND:

Geotechnical bore hole location see Sheet C.4 for details

Deep patch limits, B-x

PRELIMINARY