DENA_10(27)_D_Sheets_Plans(D61 to D80).pdf

D.61

STATE PROJECT

N 65%%d 14’ 20" W

P C

.7

P T

.8

P C

.9

P T

.7

,4

.0

,4

.6

+0.3667%

70’ VC

K = 17

,4

.4

-3.7143%

100’ VC

K = 53

,4

.1

-1.8400%

-3.8333%

80’ VC

K = 40

,4

.2

-3.8333%

40’ VCEXC.

CUYD

EMB.

CUYD

4394 4393 4392 4391 4390 4389 4388

2474 2474

2476 2476

2478 2478

2480 2480

2482 2482

2484 2484

2486 2486

2488 2488

SHEET

NUMBER

AK

PRA-DENA 10(27)

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQjuiston

D e s ig n e d b y

N

D = 5%%d 16’ 36" (LT)

R= 1,000.00’

T= 46.08’

L= 92.09’

D = 11%%d 49’ 51" (LT) R= 1,350.00’

T= 139.87’ L= 278.75’

Line to be constructed

Existing ground

Profile grade

E n d T y p ic a l S e c tio n A

B e g in

T y p ic a l S e c tio n B

, R

T

W id e n to

, R

T

R o a d w id th

N 77%%d 04’ 10" W e= n/a e= n/a

Two Rocks Pulloff

(Turn around)

Prelim inary Plans

Not F or C onstr uctio n

D.62

24602465

2470 N 77%%d 04’ 10" W

P C

.9

,4

.8

-7 .3

110’ VC

K = 21

,4

.0

-2.0000%

90’ VC

K = 39

-4.3077%

,4

.4

-4.3077%

140’ VC

K = 77

,4

.4

-2.5000%

-3.5354%

40’ VC

K = 39

EXC.

CUYD

EMB.

CUYD

4400 4399 4398 4397 4396 4395 4394

2458 2448

2460 2450

2462 2452

2464 2454

2466 2456

2468 2458

2470 2460

2472 2462

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Line to be constructed

2456Profile grade

Existing ground

Existing ground

Profile grade

-4.3077%

E n d T y p ic a l S e c tio n B

B e g in

T y p ic a l S e c tio n A

, L

T

R T

T a p e r to e x is tin g w id th

, L

T

R T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

B e g in

T y p ic a l S e c tio n A

D = 21%%d 47’ 40" (RT) R= 1,100.00’

T= 211.77’ L= 418.42’

, R

T

T a p e r to e x is tin g w id th

4394+70, RTMatch existing width

, L

T

R T

W id e n to

, L

T

R T

R o a d w id th

-4.3077%

E n d T y p ic a l S e c tio

A

B e g in

T y p ic a l S e c tio n B e= n/a

124 154

’2

4396+85 to 4397+80, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.63

N 55%%d 16’ 31" W

N 58%%d 28’ 36" W

P T

.3

P C

.7

P T

.6

,4

.9

-3.5354%

270’ VC

K = 31

+5.2 727%

EXC.

CUYD

EMB.

CUYD

4406 4405 4404 4403 4402 4401 4400

2436 2436

2438 2438

2440 2440

2442 2442

2444 2444

2446 2446

2448 2448

2450 2450

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuinton

D e s ig n e d b y

N

D = 21%%d 47’ 40" (RT)

R= 1,100.00’

T= 211.77’

L= 418.42’

D = 3%%d 12’ 06" (LT) R= 1,000.00’

T= 27.95’ L= 55.88’

Line to be constructed

Profile grade

Existing ground

E n d T y p ic a l S e c tio g in

T y p ic a l S e c tio n B

, L

T

W id e n to

E n d T y p ic a l S e c tio n A

B e g in

T y p ic a l S e c tio n B

, L

T

R o a d w id th

, L

T

T a p e r to e x is tin g w id th

, L

T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio g in

T y p ic a l S e c tio n A

N 58%%d 28’ 36" W e= n/a e= n/a

4400+30 to 4401+20, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.64

N 58%%d 28’ 36" W

N 42%%d 21’ 49" W

P C

.6

P T

.2

P C

.0

P T

.6

1 4

,4

.4

90’ VC

K = 12

,4

.1

-2.5385%

90’ VC

K = 80

,4

.4

-1.4167%

60’ VC

K = 12

-6.4583%

,4

.6

80’ VC

K = 22

-1 .0

,4

.5

-1 .0

150’ VC

K = 23

EXC.

CUYD

EMB.

CUYD

4412 4411 4410 4409 4408 4407 4406

2438 2420

2440 2422

2442 2424

2444 2426

2446 2428

2448 2430

2450 2432

2452 2434

SHEET

F

E B

I P

P

W P

:d m s

R; Johnson C h e c k e d b y

W. McQuinton

D e s ig n e d b y

N D = 5%%d 25’ 26" (LT) R= 1,000.00’T= 47.37’

L= 94.66’

D = 16%%d 06’ 47" (RT) R= 450.00’

T= 63.70’ L= 126.55’

Line to be constructed

+5.1 224%

Profile grade

Existing ground

SITE 83.63 P2

150’ VC

K = 23

Profile grade

Profile grade

Existing ground Existing ground

, R

T

W id e n to

, R

T

R o a d w id th

, L

T

R T

W id e n to

, L

T

R T

R o a d w id th

, L

T

R T

T a p e r to w id th

, L

T

R T

R o a d w id th

, L

T

R T

T a p e r to e x is tin g w id th

, L

T

R T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

B e g in

T y p ic a l S e c tio n A

N 47%%d 47’ 15" W

-1 .0 e= n/a e= n/a

4406+25 to 4406+70

Sliver fill, see Sheet C.2 for details 4407+30 to 4408+10, Lt

Sliver fill, see Sheet C.2 for details

4409+00 to 4409+40, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.65

2405 2410

N 47%%d 47’ 15" W

N 33%%d 19’ 50" W

P C

.2

P T

.1

150’ VC

K = 23

,4

.2

-3.4516%

70’ VC

K = 27

,4

.1

-6.0000%

100’ VC

K = 20

,4

.0

-0.9130%

120’ VC

K = 31

-4.7391%

,4

.6

-4.7391%

-5.6774%

110’ VC

K = 117

EXC.

CUYD

EMB.

CUYD

4418 4417 4416 4415 4414 4413 4412

2410 2396

2412 2398

2414 2400

2416 2402

2418 2404

2420 2406

2422 2408

2424 2410

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuinton

D e s ig n e d b y

N

D = 14%%d 27’ 25" (RT)

R= 725.00’ T= 91.96’ L= 182.93’

Line to be constructed

Site 83.78 P3

Existing ground

Profile grade

Existing ground

4412+01.14 Remove culvert Install 24" culvert

150’ VC

K = 23

4214+60.00 Install 24" culvert

Profile grade

E n d T y p ic a l S e c tio g in

T y p ic a l S e c tio n B

, L

T

R T

R o a d w id th

, L

T

R T

T a p e r to e x is tin g w id th

N 33%%d 19’ 50" W

-4.7391%

, L

T

W id e n to

, R

T

W id e n to

, R

T M a tc h e x is tin g w id th

, L

T M a tc h e x is tin g w id th

, R t

W id e n to

E n d T y p ic a l S e c tio n A

B e g in

T y p ic a l S e c tio n B

, R t

R o a d w id th

, R t

T a p e r to e x is tin g w id th

, R t

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

B e g in

T y p ic a l S e c tio n A e= n/a

81 130

Prelim inary Plans

Not F or C onstr

D.66

23902395

N 33%%d 19’ 50" W N 31%%d 02’ 33" W

N 31%%d 49’ 22" W

P C

.3

P T

.1

P C

.7

P T

.8

,3

.0

-5.6774%

90’ VC

K = 35

,3

.3

-8 .2

90’ VC

K = 21

,3

.1

-4.0000%

40’ VC

K = 85

,3

.1

-4.4697%

40’ VC

K = 7

,3

.7

+0.8696%

40’ VC

K = 18

,3

.2

-1.3750%

40’ VC

K = 13

,3

.4

+1.7143%

40’ VC

K = 6

EXC.

CUYD

EMB.

CUYD

4424 4423 4422 4421 4420 4419 4418

2384 2372

2386 2374

2388 2376

2390 2378

2392 2380

2394 2382

2396 2384

2398 2386

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

D = 2%%d 17’ 17" (RT) R= 2,500.00’T= 49.92’

L= 99.84’

L= 68.09’

T= 34.04’

R= 5,000.00’

D = 0%%d 46’ 49" (LT)

Existing ground

Profile grade

, L

T

W id e n to

, L

T

R o a d w th

, L

T

T a p e r to e x is tin g w id th

, L

T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

B e g in

T y p ic a l S e c tio n A

, L

T

R T

W id e n to

E n d T y p ic a l S e c tio g in

T y p ic a l S e c tio n B

, L

T

R T

R o a d w id th

, L

T

R T

T a p e r to e x is tin g w id th

Profile grade

Existing ground

N 31%%d 49’ 22" W

-8 .2

Line to be constructed e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.67

N 31%%d 49’ 22" W

N 13%%d 48’ 59" W

P C

.2

7 4

P T

.9

,3

.9

-4.6842%

40’ VC

K = 54

,3

.3

-5.4210%

40’ VC

K = 27

,3

.7

-3.9152%

45’ VC

K = 26

-5.6429%

,3

.8

95’ VC

K = 41

,3

.5

-3.3077%

-7 .4

120’ VC

K = 29

EXC.

CUYD

EMB.

CUYD

4430 4429 4428 4427 4426 4425 4424

2360 2346

2362 2348

2364 2350

2366 2352

2368 2354

2370 2356

2372 2358

2374 2360

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R, Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

D = 18%%d 00’ 22" (RT)

R= 750.00’

T= 118.83’

L= 235.70’

Profile grade

Existing ground

Existing ground

Profile grade

E n d T y p ic a l S e c tio n A

B e g in

T y p ic a l S e c tio n B

E n d T y p ic a l S e c tio n B

B e g in

T y p ic a l S e c tio n A

, L

T

R T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio g in

T y p ic a l S e c tio n A

, L

T

R T

W id e n to

, L

T

R T

R o a d w id th

, L

T

R T

T a p e r to e x is tin g w id th

, L

T

R T

M a tc h e x is tin g w id th

N 31%%d 49’ 22" W

-5.6429%

Line to be constructed e= 0.060

4426+65 to 4428+50, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.68

P C

.8

P T

.7

P C

.9

N 9%%d 16’ 58" W

,3

.0

-7 .4

80’ VC

K = 74

-6.3125%

,3

.9

-0.8333%

80’ VC

K = 15

,3

.4

-2.3529%

40’ VC

K = 26

,3

.4

+3.2942%

75’ VC

K = 13

,3

.7

N

D = 4%%d 32’ 01" (RT)R= 2,500.00’

T= 98.96’L= 197.82’

Line to be constructed

EXC.

CUYD

EMB.

CUYD

4436 4435 4434 4433 4432 4431 4430

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

Profile gradeExisting ground

Existing ground

Profile grade

D = 17%%d 44’ 47" (RT)R= 700.00’

T= 109.28’ L= 216.81’

MP

MP

MP 84 (2006)

MP 84 (2007)

, L

T

R T

W id e n to

E n d T y p ic a l S e c tio n A

B e g in T y p ic a l S e c tio n B

, L

T

R T

R o a d w id th

, L

T

R T

T a p e r to e x is tin g w id th

N 13%%d 48’ 59" W

-6.3125%

, L

T

R T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B e= n/a e= n/a

4432+65 to 4433+05, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.69

N 8%%d 27’ 49" E

N 34%%d 41’ 0 9" W

P T

.7

P C

.1

P T

.9

P C

.7

P T

.3

EXC.

CUYD

EMB.

CUYD

4442 4441 4440 4439 4438 4437 4436

2330 2330

2332 2332

2334 2334

2336 2336

2338 2338

2340 2340

2342 2342

2344 2344

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

Line to be constructed

Existing ground

D = 43%%d 08’ 58" (LT)

R= 260.00’

T= 102.81’

L= 195.81’

D = 25%%d 47’ 40" (RT)

R= 310.00’

T= 70.98’

L= 139.56’

N

N 8%%d 27’ 49" E

D = 17%%d 44’ 47" (RT) R= 700.00’

T= 109.28’

L= 216.81’

N 8%%d 53’ 29" W e= n/a e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.70

N 18%%d 38’ 46" W

P T

.3

2 4 3 4

P C

.9

5 4

P T

.3

P T

.0

P C

.7

N 8%%d 53’ 29" W

EXC.

CUYD

EMB.

CUYD

4448 4447 4446 4445 4444 4443 4442

2326 2316

2328 2318

2330 2320

2332 2322

2334 2324

2336 2326

2338 2328

2340 2330

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

Existing ground

Existing ground

Line to be constructed

N

D = 9%%d 45’ 16" (LT)

R= 1,500.00’T= 128.00’

L= 255.37’

D = 10%%d 55’ 21" (LT)

R= 500.00’

T= 47.80’L= 95.32’

SOFT

SHOULDER

SPEED

LIMIT

SPEED

LIMIT

e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.71

STATE PROJECT

23052310

P T

.0

P C

.1

P T

.4

N 29%%d 34’ 07" W

N 27%%d 47’ 20" W

,3

.9

,3

.7

-5.4685%

100’ VC

K = 44

,3

.9

-7 .7

-3.1920%

40’ VC

K = 9

,3

.9

,3

.9

,3

.1

+0.1897%

95’ VC

K = 27

+3.6667%

EXC.

CUYD

EMB.

CUYD

4454 4453 4452 4451 4450 4449 4448

2316 2306

2318 2308

2320 2310

2322 2312

2324 2314

2326 2316

2328 2318

2330 2320

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

+3.6667%

Existing ground

Profile grade

Profile grade

Existing ground

N

D = 1%%d 35’ 05" (RT) R= 2,000.00’

T= 27.66’ L= 55.31’

B e g in

T y p ic a l S e c tio n B

, R

T

W id e n to

, R

T

R o a d w id th

, R

T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

Line to be constructed

4452+90Begin Typical Section B

4453+00, LTWiden to 24’

SITE 84.53 P3

D = 10%%d 55’ 21" (LT)

R= 500.00’ T= 47.80’ L= 95.32’

, R

T

T a p e r to e x is tin g w id th

4453+50, LT24’ Road width e= n/a e= n/a

24’ 2

4453+50 to 4453+80, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.72

N 6%%d 58’ 25" E

N 29%%d 50’ 5 9" W

P C

.7

P T

.1

P C

.1

P R

C

.6

P T

.3

,3

.8

+3.6667%

+1.9764%

50’ VC

K = 30

,3

.5

EXC.

CUYD

EMB.

CUYD

4460 4459 4458 4457 4456 4455 4454

2306 2306

2308 2308

2310 2310

2312 2312

2314 2314

2316 2316

2318 2318

2320 2320

SHEET

PRA DENA 10(27)

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Existing ground

Line to be constructed

Profile grade

D = 3%%d 59’ 03" (RT) R= 1,000.00’

T= 34.78’

L= 69.54’

D = 40%%d 48’ 26" (LT) R= 300.00’

T= 111.59’

L= 213.67’

D = 34%%d 45’ 45" (RT) R= 210.00’

T= 65.73’

L= 127.41’

N 27%%d 47’ 2 0" W

+3.6667%

, L

T

T a p e r to e x is tin g w id th

, L

T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

W o n d e r L a k e

.6 m i l e s e= n/a e= n/a e= n/a

Wonder Lake road intersection (Turnaround)

Prelim inary Plans

Not F or C onstr

D.73

SITE 84.78P3

N 29%%d 50’ 59" W

P T

.3

P C

.7

P T

.9

P C

.2

P T

.3

P C

.5

N 16%%d 18’ 20" W

N 26%%d 20’ 05" W

,3

.0

,3

.2

-1.0304%

95’ VC

K = 31

,3

.7

-4.0909%

80’ VC

K = 14

,3

.5

+1.4394%

40’ VC

K = 24 4

,3

.6

+3.1329%

80’ VC

K = 23

EXC.

CUYD

EMB.

CUYD

4466 4465 4464 4463 4462 4461 4460

2310 2310

2312 2312

2314 2314

2316 2316

2318 2318

2320 2320

2322 2322

2324 2324

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Line to be constructed

Existing ground

Profile grade

D = 13%%d 32’ 38" (RT) R= 750.00’

T= 89.06’

L= 177.29’

D = 7%%d 52’ 16" (LT)

R= 1,100.00’

T= 75.68’

L= 151.11’

D = 10%%d 01’ 45" (LT)

R= 800.00’

T= 70.20’

L= 140.03’

B e g in

T y p ic a l S e c tio n B

, R

T W id e n to

, R

T R o a d w id th

, R

T T a p e r to e x is tin g w id th

, R

T

M a tc h e x is tin g w id th

SPEED

LIMIT

YIELD

, L

T

R T

R o a d w id th

, L

T

W id e n to

, R

T

W id e n to e= n/a e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.74

N 34%%d 12’ 21" W

N 11% d 41’ 11" E

P T

.6

P C

.7

P C

C

.6

P T

.4

,3

.6

,3

.3

-0.3333% +1.6504%

40’ VC

K = 20

,3

.8

EXC.

CUYD

EMB.

CUYD

4472 4471 4470 4469 4468 4467 4466

2312 2312

2314 2314

2316 2316

2318 2318

2320 2320

2322 2322

2324 2324

2326 2326

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Profile grade

D = 25%%d 50’ 32" (RT) R= 270.00’ T= 61.94’ L= 121.78’

D = 20%%d 03’ 00" (RT)

R= 600.00’

T= 106.07’ L= 209.96’

SPEED

LIMIT

SPEED

LIMIT

, L

T

R T

T a p e r to e x is tin g w id th

, L

T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

Line to be constructed

D = 7%%d 52’ 16" (LT) R= 1,100.00’

T= 75.68’

L= 151.11’

Existing ground

, R

T

M a tc h e x is tin g w id th e= n/a e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.75

N 11%%d 41’ 11" E

N 17%%d 42’ 47" W

N 21%%d 55’ 39" W

P C

.1

P T

.5

P C

.3

P T

.9

P C

.3

P T

.3

P C

.4

P T

.3

N 22%%d 55’ 50" W

,3

.2

,3

.7

+0.4882%

50’ VC

K = 11

,3

.2

-3.9555%

105’ VC

K = 13

,3

.9

+4.4 118%

50’ VC

K = 15

.6

,3

.4

+0.0184%

40’ VC

K = 5

,3

.4

.6

, R

T R o a d w id th

EXC.

CUYD

EMB.

CUYD

4478 4477 4476 4475 4474 4473 4472

2314 2322

2316 2324

2318 2326

2320 2328

2322 2330

2324 2332

2326 2334

2328 2336

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Profile grade

D = 29%%d 23’ 58" (LT)R= 375.00’

T= 98.38’ L= 192.42’

D = 4%%d 12’ 51" (LT)

R= 1,000.00’

T= 36.79’

L= 73.55’

SITE 84.96 P3

B e g in

T y p ic a l S e c tio n B

, R

T

W id e n to

, R

T T a p e r to e x is tin g w th

4474+00, RTM

a tc h e x is tin g w id th

, L

T

W id e n to

, L

T

R o a d w id th

, L

T

T a p e r to x is tin g w id th

D = 1%%d 00’ 12" (LT) R= 2,000.00’

T= 17.51’ L= 35.02’

Profile grade

Existing ground Existing ground

, L

T

M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

N 11%%d 41’ 11" E

N 21%%d 41’ 59" W e= 0.060 e= n/a e= n/a

29 57

4476+10 to 4476+80, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.76

N 21%%d 41’ 59" W

N 21%%d 17’ 07" W

P C

.0

P T

.6

P C

.8

P T

.3

EXC.

CUYD

EMB.

CUYD

4484 4483 4482 4481 4480 4479 4478

2332 2332

2334 2334

2336 2336

2338 2338

2340 2340

2342 2342

2344 2344

2346 2346

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Line to be constructed

Existing ground

D = 1%%d 14’ 39" (RT)

R= 5,000.00’

T= 54.28’

L= 108.56’

D = 0%%d 24’ 07" (RT)

R= 7,500.00’

T= 26.31’

L= 52.61’

N 20%%d 02’ 29" W e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.77

2345 2350

N 20%%d 02’ 29" W N 16%%d 07’ 19" W

P C

.1

P T

.6

P C

.3

,3

.3

,3

.7

+0.3732%

70’ VC

K = 13

,3

.0

,3

.5

-5.0361%

50’ VC

,3

.4

-2.1390%

100’ VC

K=17

K=14

EXC.

CUYD

EMB.

CUYD

4490 4489 4488 4487 4486 4485 4484

2340 2340

2342 2342

2344 2344

2346 2346

2348 2348

2350 2350

2352 2352

2354 2354

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009

W. McQuiston D e s ig n e d b y

N

Line to be constructed

Profile grade

Existing ground

D = 3%%d 55’ 10" (RT) R= 1,000.00’

T= 34.22’ L= 68.41’

D = 12%%d 16’ 07" (LT) R= 550.00’

T= 59.11’

L= 117.77’

B e g in

T y p ic a l S e c tio n B

, L

T

R T

R o a d w id th

MP

MP 85

, L

T

R T

W id e n to

, L

T

R T

M a tc h e x is tin g w id th

, L

T

R T

T a p e r to e x is tin g w id th

4489+76.01 Remove culvert Install 24" culvert e= n/a e= 0.30

’ 2

Prelim inary Plans

Not F or C onstr

D.78

N 20%%d 07’ 00" W

N 18%%d 56’ 13" W

P T

.0

P C

.4

P T

.7

P C

.6

P T

.6

P C

.3

N 28%%d 23’ 26" W

,3

.2

80’ VC

K = 26

,3

.0

+2.1639%

+3.6216%

30’ VC

K = 21

,3

.0

,3

.1

+5.2 542%

EXC.

CUYD

EMB.

CUYD

4496 4495 4494 4493 4492 4491 4490

2344 2344

2346 2346

2348 2348

2350 2350

2352 2352

2354 2354

2356 2356

2358 2358

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

E n d T y p ic a l S e c tio n B

N

Line to be constructed

Existing ground

SITE 85.25 P1

D = 1%%d 10’ 47" (RT) R= 5,000.00’

T= 51.48’

L= 102.95’

D = 8%%d 16’ 26" (RT)

R= 750.00’

T= 54.25’

L= 108.31’

, L

T

W id e n to

B e g in

T y p ic a l

S e c tio n B

Profile grade

D = 3%%d 10’ 12" (LT) R= 1,000.00’ T= 27.67’ L= 55.33’

D = 12%%d 16’ 07" (LT)

R= 550.00’ T= 59.11’

L= 117.77’

, L

T

R o a d w id th

, L

T

T a p e r to e x is tin g w id th e= 0.030 e= n/a e= n/a e= n/a

4491+20 to 4491+80, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.79

23602365

N 22%%d 06’ 24" W N 9%%d 41’ 21" W

N

1% d

W

P C

.3

P T

.6

P C

.5

P T

.3

P C

.6

P T

.0

,3

.0

,3

.0

+3.3036%

40’ VC

K = 23

,3

.2

+1.5501%

70’ VC

K = 70

,3

.8

+2.5526% -1.2204%

50’ VC

K = 13

,3

.4

EXC.

CUYD

EMB.

CUYD

4502 4501 4500 4499 4498 4497 4496

2344 2344

2346 2346

2348 2348

2350 2350

2352 2352

2356 2354

2354 2356

2356 2358

SHEET

PRA GLAC 10(27)

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Existing ground

Profile grade

D = 12%%d 25’ 03" (RT) R= 1,000.00’T= 108.79’

L= 216.73’

D = 51%%d 20’ 00" (LT) R= 150.00’

T= 72.08’ L= 134.39’

D = 3%%d 10’ 12" (LT)R= 1,000.00’

T= 27.67’L= 55.33’

, L

T

W id e n to

B e g in

T y p ic a l S e c tio n B

, L

T

R o a d w id th

, L

T

T a p e r to e x is tin g w id th

, L

T M a tc h e x is tin g w id th

E n d T y p ic a l S e c tio n B

Line to be constructed

N

1% d

W e= n/a e= n/a e= n/a

4498+10 to 4498+90, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.80

23252

N 61%%d 01’ 22" W

N 58%%d 08’ 31" W

N 58%%d 53’ 56" W

P C

.9

P T

.5

P C

.2

P T

.4

P O

T

.0

,3

.6

,3

.5

-0.0981%

50’ VC

K = 12

,3

.0

-4.2230%

-2.2980%

50’ VC

K = 26

,3

.2

EXC.

CUYD

EMB.

CUYD

4508 4507 4506 4505 4504 4503 4502

2334 2324

2336 2326

2338 2328

2340 2330

2342 2332

2344 2334

2346 2336

2348 2338

SHEET

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

N

Existing ground

Existing ground

Profile grade

Line to be constructed

D = 0%%d 45’ 25" (LT) R= 1,000.00’

T= 6.61’

L= 13.21’

D = 2%%d 52’ 51" (RT)

R= 250.00’

T= 6.29’

L= 12.57’

GEOLOGICAL HISTORY

OF REFLECTION POND

, R

T

W id e n to

B e g in

T y p ic a l

S e c tio n B

, R

T

T a p e r to e x is tin g w id th

, R

T

M a tc h e x is tin g w id th

E n d T y p ic a l

S e c tio n B

N=3464074.23

E=1501062.93

El.=2338.217

Reflection Pond Pulloff

ALIGNMENT MAIN

AK PRA DENA 10(27)

MILE 80-84 REHABILITATION

DENALI PARK ROAD

4506+96

, R

T

R o a d w id th

Install silt fence, see Sheet E.2 for details

END PROJECT

e= n/a e= n/a

SITE 85.45 P1

4501+95 to 4502+50, Lt

Prelim inary Plans

Not F or C onstr