GTSR_10(39)_Sheets_D4.pdf

B-26

P T

.1

P C

.1

7 2

P T

.7

+1.710 7%

+1.710 7%

CUYD

EXC.

CUYD

EMB.

2189218821872186218521842183

4650 4650

4652 4652

4654 4654

4656 4656

4658 4658

4660 4660

4662 4662

4664 4664

D.63

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(39)

S e p

A

M g la c fz z j.

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

N

L = 473.69’

T = 239.65’

R = 1,265.00’

L= 265.40’

T= 133.17’

R= 1,285.00’

CP

23154

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

Profile grade

Existing ground

LEGEND:

Line to be constructed Ditch reconditioning

2182+20 to 2184+50, LT

S e e S h e e t I .4

S to n e m a s o n r y h e a d w a ll r e p a ir

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

See Sheet C.6 for details

See Sheet E.17 for details

Gravel turnout.

2186+10 to 2188+01, LT

Install standard underdrain.

2187+45 to 2189+05, LT

Geotechnical boring location see Sheet J.2 for details

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

Deep patch limits, B-x

PRELIMINARY

NOT FOR

CONSTRUCTION

46804683

P T

.7

P C

.6

3 P

T

.5

P C

.3

,6

.5

400’ VC

K = 117

-1.7143%

+1.710 7% -1.7143%

CUYD

EXC.

CUYD

EMB.

2195219421932192219121902189

4652 4652

4654 4654

4656 4656

4658 4658

4660 4660

4662 4662

4664 4664

4666 4666

D.64

STATE PROJECT

S e p

A

M g la c fz z 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

N

L = 298.98’

T = 150.03’

R = 1,445.00’

CP

23155

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 L = 473.69’

T = 239.65’

R = 1,265.00’

L = 668.12’

T = 343.88’

R = 1,145.00’

LEGEND:

Line to be constructed

See Sheet C.6 for details

S e e S h e e t I .4

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

Install standard underdrain.

2187+45 to 2189+05, LT see Sheets C.5-6 for details

Deep patch limits, PRELIMINARY

46434643

P C

.3

9 2

,6

.2

400’ VC

K = 157

,6

.9

200’ VC

K = 105

+0.8262%

CUYD

EXC.

CUYD

EMB.

2201220021992198219721962195

4652 4652

4654 4654

4656 4656

4658 4658

4660 4660

4662 4662

4664 4664

4666 4666

D.65

STATE PROJECT

S e p

A

M g la c fz z 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

N

CP

23156

L = 668.12’

T = 343.88’

R = 1,145.00’

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

Profile grade

Existing ground

Line to be constructed

See Sheet E.18 for details

Gravel turnout.

2196+78 to 2198+82, RT

PRELIMINARY

8 4658

46604663

P T

.4

P C

.2

-1.0733%

CUYD

EXC.

CUYD

EMB.

2207220622052204220322022201

4650 4650

4652 4652

4654 4654

4656 4656

4658 4658

4660 4660

4662 4662

4664 4664

D.66

STATE PROJECT

S e p

A

M g la c fz z 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

Profile grade

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026L = 668.12’

T = 343.88’

R = 1,145.00’

L = 185.39’

T = 92.70’

R = 210,000.00’

Line to be constructed

See Sheet E.18 for details

Asphalt turnout.

2203+30 to 2205+35, RT

LEGEND:

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

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 T

.6

P C

.7

-1.0733%

CUYD

EXC.

CUYD

EMB.

2213221222112210220922082207

4644 4644

4646 4646

4648 4648

4650 4650

4652 4652

4654 4654

4656 4656

4658 4658

D.67

STATE PROJECT

S e p

A

M g la c fz z 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

CP

23158

L = 185.39’

T = 92.70’

R = 210,000.00’

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

Profile grade

Existing ground

L = 402.45’

T = 220.65’

R = 395.00’

Line to be constructed

LEGEND:

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

B-27

4613461

4643 4643

46634665

P T

.1

P C

.8

-1.0733%

N

CP

L = 402.45’

T = 220.65’

R = 395.00’

L = 652.52’

T = 419.80’

R = 408.00’

CUYD

EXC.

CUYD

EMB.

2219 2218 2217 2216 2215 2214 2213

4636 4636

4638 4638

4640 4640

4642 4642

4644 4644

4646 4646

4648 4648

4650 4650

D.68

STATE PROJECT

S e p

A

M g la c fz z 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

Existing ground

Profile grade

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

Line to be constructed

LEGEND:

See Sheet E.19 for details

Asphalt turnout.

2212+60 to 2216+06, RT

See Sheet C.6 for details

Install standard underdrain.

2217+50 to 2219+00, LT

Ditch reconditioning

2215+75 to 2217+50, LT

S e e S h e e t I .4

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

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 .4

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

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.

PRELIMINARY

B -2

B-28

P T

.3

P C

.5

,6

.5

700’ VC

K = 355

-1.0733% -3.0460% -3.0460%

CUYD

EXC.

CUYD

EMB.

2225222422232222222122202219

4630 4620

4632 4622

4634 4624

4636 4626

4638 4628

4640 4630

4642 4632

4644 4634

D.69

STATE PROJECT

S e p

A

M g la c fz z p .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

23159

CP

23160

L = 652.52’

T = 419.80’

R = 408.00’

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

Profile grade

Existing ground

Profile grade

Existing ground

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

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 .4

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.

See Sheet C.6 for details

LEGEND:

Install standard underdrain.

2221+00 to 2223+00, LT

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

Deep patch limits, B-x

PRELIMINARY

P C

.5

8 P

T

.9

1 2

P C

.6

-3.0460%

,6

.8

620’ VC

K = 164

-3.0460% +0.7288%

CUYD

EXC.

CUYD

EMB.

2231223022292228222722262225

4614 4602

4616 4604

4618 4606

4620 4608

4622 4610

4624 4612

4626 4614

4628 4616

D.70

STATE PROJECT

S e p

A

M g la c fz z 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

N

L = 304.41’

T = 159.60’

R = 410.00’

L = 359.48’

T = 188.34’

R = 488.00’ 23161

CP

Existing ground

Profile grade

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

Line to be constructed

LEGEND:

See Sheet C.6 for details

S e e S h e e t I .4

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

Install standard underdrain

2230+25 to 2232+23, LT

-3.0460%

Profile grade

Existing ground see Sheets C.5-6 for details

Deep patch limits, PRELIMINARY

B-

4608 4610

P T

.1

4 2

P C

.2

+0.7288%

+0.7288%

CUYD

EXC.

CUYD

EMB.

2237223622352234223322322231

4602 4602

4604 4604

4606 4606

4608 4608

4610 4610

4612 4612

4614 4614

4616 4616

D.71

STATE PROJECT

S e p

A

M g la c fz z 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

CP

23162

L = 359.48’

T = 188.34’

R = 488.00’

L = 358.24’

T = 180.66’

R = 1,120.00’

Profile grade

Existing ground

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

Line to be constructed

See Sheet C.6 for details

LEGEND:

Install standard underdrain

2230+25 to 2232+23, LT

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

Deep patch limits, B-x

S e e S h e e t I .4

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

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

PRELIMINARY

B-30

P T

.5

P C

.1

+0.7288%

CUYD

EXC.

CUYD

EMB.

2243224222412240223922382237

4604 4604

4606 4606

4608 4608

4610 4610

4612 4612

4614 4614

4616 4616

4618 4618

D.72

STATE PROJECT

S e p

A

M g la c fz z 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

23163

L = 358.24’

T = 180.66’

R = 1,120.00’

L = 935.67’

T = 509.33’

R = 954.00’

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 .4

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.

LEGEND:

24" Deep subexcavation

2242+00 to 2243+40, LT & RT

Geotechnical bore hole location see Sheet C.8 for details

Subexcavation limits, B-x

PRELIMINARY

,6

.7

1,400’ VC

K = 309

+0.7288% -3.7964%

CUYD

EXC.

CUYD

EMB.

2249224822472246224522442243

4606 4606

4608 4608

4610 4610

4612 4612

4614 4614

4616 4616

4618 4618

4620 4620

D.73

STATE PROJECT

S e p

A

M g la c fz z 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

N

CP

L = 935.67’

T = 509.33’

R = 954.00’

CP

23164

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

Profile grade

Existing ground

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

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

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

R T

2243+05 to 2245+04, LT

Asphalt turnout.

See Sheet E.19 for details

24" Deep subexcavation

2242+00 to 2243+40, LT & RT

Ditch reconditioning

2244+50 to 2245+50, RT

2248+30 to 2251+44, RT

Wild Goose Island Trail

(West). See Sheet E.20 for details see Sheet J.2 for details

Roadway obliteration, see Sheet C.5 for details

Subexcavation limits, Remove rock outcrop (limestone)conserve stone. See Sheet J.5 for details

2245+00 t0 2251+00, LT

PRELIMINARY

B-31 B-32

45834585

P T

.8

P C

.5

-3.7964%

CUYD

EXC.

CUYD

EMB.

2255225422532252225122502249

4596 4586

4598 4588

4600 4590

4602 4592

4604 4594

4606 4596

4608 4598

4610 4600

D.74

STATE PROJECT

S e p

A

M g la c fz z 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

N

L = 530.40’

T = 268.53’

R = 1,376.00’

L = 935.67’

T = 509.33’

R = 954.00’

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 .4

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

See Sheet E.20 for details

Wild Goose Island Overlook (West).

2248+30 to 2251+44, RT

See Sheet E.20 for details

Wild Goose Island Overlook (East).

2252+04 to 2255+55, RT

LEGEND:

See Sheet E.x for details

Wild Goose Island Overlook Crows Nest.

2249+49 to 2249+83

See Sheet E.x for details

Island Overlook.

Wild Goose

Remove rock outcrop (limestone)

2253+50 to 2256+35, LT

See Sheet J.5 for details

Conserve stone.

Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, B-x

Remove rock outcrop (limestone).

2245+00 to 2251+00, LT

See Sheet J.5 for details

PRELIMINARY

4578 4578

4610 4

8 P

T

.5

P C

.4

-3.7964%

-3.7964%

CUYD

EXC.

CUYD

EMB.

2261226022592258225722562255

4576 4564

4578 4566

4580 4568

4582 4570

4584 4572

4586 4574

4588 4576

4590 4578

D.75

STATE PROJECT

S e p

A

M g la c fz z 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

23165

L = 530.40’

T = 268.53’

R = 1,376.00’

CP

23166

L = 292.02’

T = 147.17’

R = 952.00’

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

Profile grade

Existing ground

Existing ground

Profile grade

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

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.

LEGEND:

see Sheet J.2 for details

Roadway obliteration, See Sheet J.5 for details

Conserve stone.

Remove rock outcrop (limestone).

2253+50 to 2256+35, LT

PRELIMINARY

P T

.4

P C

.5

5 P

C C

.9

,5

.3

220’ VC

K = 205

-3.7964%

-2.7253%

,5

.9

50’ VC

K = 125

-3.1256%

N

L = 134.36’

T = 68.45’

R = 285.00’

L = 268.49’

T = 168.71’

R = 175.00’

L = 292.02’

T = 147.17’

R = 952.00’

CP

23167

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

Existing ground

Profile grade

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

226622652264226322622261

D.76

STATE PROJECT

S e p

A

M g la c fz z 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

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

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 .4

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.

LEGEND:

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

5 4558

4570457345754578

P C

C

.4

9 P

T

.9

P C

.7

-3.1256%

,5

.0

200’ VC

K = 96

-5.2043%

N

CP

23167

L = 130.58’

T = 66.82’

R = 250.00’

L = 268.49’

T = 168.71’

R = 175.00’

L = 1,146.58’

T = 631.77’

R = 1,098.00’

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

Profile grade

Existing ground

Profile grade

Existing ground

Line to be constructed

24" Deep subexcavation

2265+00 to 2272+15, LT & RT

CUYD

EXC.

CUYD

EMB.

2272227122702269226822672266

4538 4524

4540 4526

4542 4528

4544 4530

4546 4532

4548 4534

4550 4536

4552 4538

D.77

STATE PROJECT

S e p

A

M g la c fz z 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

Existing ground

LEGEND:

See Sheet E.21 for details

Golden Stairs Point.

2265+05 to 2268+57, RT

Profile grade -5.2043%

-5.2043% see Sheet J.2 for details

Roadway obliteration, S e e S h e e t I .1 c h u te ty p e I

C o n s tr u c t d r a in a g

R T

PRELIMINARY

B-3

B-34

13 4

4583 458 54585

6 2

-5.2043%

,5

.2

300’ VC

K = 287

-4.1600%

,4

.7

400’ VC

K = 67

-4.1600% +1.83

65%

CUYD

EXC.

CUYD

EMB.

2278227722762275227422732272

4510 4496

4512 4498

4514 4500

4516 4502

4518 4504

4520 4506

4522 4508

4524 4510

D.78

STATE PROJECT

S e p

A

M g la c fz z 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

N

CP

23168

L = 1,146.58’

T = 631.77’

R = 1,098.00’

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

Existing ground

Profile grade

Existing ground

Profile grade

Line to be constructed

Install standard underdrain.

2272+15 to 2276+54, LT

24" Deep subexcavation

2265+00 to 2272+15, LT & RT

Removal of masonry guardwall.

2275+00 to 2276+43, RT

Construct stone masonary

2272+54 to 2273+00 , RT

LEGEND:

See Sheet F.4 for details

Construct stone masonry guardwall, ashlar, type 3.

Guardwall ashlar, type 3

See Sheet F.4 for details

See sheet C.6 for details

Removal of masonry guardwall

2272+00 to 2273+00, RT

Construct stone masonry

2272+00 to 2272+54, RT

See Sheet F.4 for details

Guardwall, ashlar, type 2.

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

Deep patch limits, B-x S e e S h e e t I .1 c h u te ty p e

C o n s tr u c t d r a in a

R T

S e e S h e e t I .1 c h u te ty p e

C o n s tr u c t d r a in a

R T

PRELIMINARY

P T

.3

+1.83 65%

CUYD

EXC.

CUYD

EMB.

2284228322822281228022792278

4496 4496

4498 4498

4500 4500

4502 4502

4504 4504

4506 4506

4508 4508

4510 4510

D.79

STATE PROJECT

S e p

A

M g la c fz z 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

N

CP

23169

L = 1,146.58’

T = 631.77’

R = 1,098.00’

Existing ground

Profile grade

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

Line to be constructed

See Sheet L.31 for details

Existing gate.

2279+66

LEGEND:

See Sheet I.4

Repoint stone masonry headwall.

2278+46, LT

see Sheet J.2 for details

Roadway obliteration, PRELIMINARY

B-35

P C

.5

6 2

P T

.2

+1.83 77%

,5

.2

90’ VC

K = 72146

+1.83 65%

CUYD

EXC.

CUYD

EMB.

2290228922882287228622852284

4508 4508

4510 4510

4512 4512

4514 4514

4516 4516

4518 4518

4520 4520

4522 4522

D.80

STATE PROJECT

S e p

A

M g la c fz z 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

CP

23170

L = 463.67’

T = 232.28’

R = 3,050.00’

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

Line to be constructed

B o a t

L a u n c h

LEGEND:

Profile grade

Existing ground

Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, B-x

PRELIMINARY

B-36

B-37

TP

+0.9015%

195’ VC

K = 208

,5

.1

+1.83 77%

CUYD

EXC.

CUYD

EMB.

2296229522942293229222912290

4518 4518

4520 4520

4522 4522

4524 4524

4526 4526

4528 4528

4530 4530

4532 4532

D.81

STATE PROJECT

S e p

A

M g la c fz z 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

CP

23171

SSMH

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

Profile grade

Existing ground

Line to be constructed

C a m p g r o u n d

R is in g S u

LEGEND:

Geotechnical bore hole location see Sheet J.2 for details

Roadway obliteration, B-x

PRELIMINARY

B-36

B-37

B-38

B-39

45234523

,5

.0

+0.9015%

CUYD

EXC.

CUYD

EMB.

2302230123002299229822972296

D.82

STATE PROJECT

S e p

A

M g la c fz z 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

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

Profile grade

Existing ground

Line to be constructed

P O

T

.0

See Sheets H.2-8 for details

Rose Creek Bridge.

2296+00 to 2296+86

LEGEND:

+0.9015%

SUSPEND PROJECT

El= 4531.01

E= 998565.54

N= 1645037.25

2298+00.00

MT PRA GLAC 10(39)

Geotechnical bore hole locationB-x

S e e S h e e t I .8 f o r d e ta il s

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

PRELIMINARY

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

N

See Sheet C.7 for details.

See Sheet J.3 for details.

FOOTNOTE:

2534+00 to 2542+00

PLAN

RESUME PROJECT

2534+00

MT PRA GLAC 10(39)

END PROJECT

M A

T C

H L I N

E

A

M A

T C

H L I N

E

A

N=1662101.21

E=1014961.23

El=4525.361

LEGEND:

E1= 4531.073

E = 1014489.29

N = 1661456.79

NOTE:

Slope treatment, install standard 12" underdrain

2534+00 to 2537+50, LT to be removed and replaced.

line and underground telephone

Existing 6" ductile iron sewer

1 2 and install magnetic tape).

for future telephone (plug ends polyvinyl choride (PVC) (Sch 60)

Install 4" encasement pipe, 2534+00 to 2542+00, RT line to 6" (PVC) encasement pipe existing 6" doctile iron sewer

Install 6" coupling. Connect

2534+00, LT

for telephone utility polyvinyl choride (PVC) (Sch 60)

Install 4" encasement pipe, 2534+00 to 2542+00, LT

2542+00

MT PRA GLAC 10(39)

1.

Details.

See Sheet C.3 for Typical Roadway line to 6" (PVC) encasement pipe existing 6" doctile iron sewer

Install 6" coupling. Connect

25342+00, LT

Slope treatment, install standard 12" underdrain

2539+00 to 2542+00, LT to be removed and replaced.

line and underground telephone

Existing 6" ductile iron sewer and install magnetic tape).

for future telephone (plug ends polyvinyl choride (PVC) (Sch 60)

Install 4" encasement pipe, 2534+00 to 2542+00, RT sewer (plug ends).

(Sch 60), for future sanitary pipe polyvinyl choride (PVC)

Install 12" encasement

2534+00 to 2542+00, LT

D.83

STATE PROJECT

A

M

S e p te m b e r

I n t_ ft c m y fi le s p w p r o d u c ti o n d m s g la c fz z z d .d

C h e c k e d b y

D e s ig n e d b y see Sheets C.5-6 for details

Deep patch limits, 45284530

45334533

PRELIMINARY