DENA_10(27)_D_Sheets_Plans(D41 to D60).pdf

D.41

STATE PROJECT

S 61%%d 14’ 32" W

P C

.6

P T

.6

P C

.2

,5

.3

-3.4483%

55’ VC

K = 20

,5

.6

-6.1667%

65’ VC

K = 71

,5

.3 0-5.2500%

-5.4737%

,5

.9

-5.4737%

50’ VC

K = 16

,5

.9

-8 .6

65’ VC

K = 10

N

EXC.

CUYD

EMB.

CUYD

4274 4273 4272 4271 4270 4269 4268

2586 2562

2588 2564

2590 2566

2592 2568

2594 2570

2596 2572

2598 2574

2600 2576

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. McQuiston

D e s ig n e d b y

D = 70%%d 02’ 05" (LT) R= 315.00’

T= 220.71’

L= 385.04’

Line to be constructed

Existing ground

Profile grade

Existing ground

Profile grade

Profile grade

Existing ground

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 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

, 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

, 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

-8 .6 e= 0.060

Prelim inary Plans

Not F or C onstr uctio n

D.42

S 88%%d 11’ 04" W

S 86%%d 37’ 37" W

P C

.2

P T

.3

P C

.5

P R

C

.3

P T

.9

MP 81

,5

.3

-2.3636%

-1.7463%

60’ VC

K = 97

,5

.5

-1.7463%

135’ VC

K = 50

,5

.7

+0.9630%

40’ VC

K = 303

+0.8312%

N

EXC.

CUYD

EMB.

CUYD

4280 4279 4278 4277 4276 4275 4274

2554 2554

2556 2556

2558 2558

2560 2560

2562 2562

2564 2564

2566 2566

2568 2568

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

D = 26%%d 56’ 32" (RT)

R= 400.00’

T= 95.82’

L= 188.09’

D = 5%%d 49’ 06" (LT) R= 500.00’

T= 25.41’

L= 50.78’

D = 4%%d 15’ 40" (RT) R= 1,500.00’

T= 55.80’ L= 111.56’

Line to be constructed

Profile grade

Existing ground

Site 81.18 P3

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

, R

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

L T

R o a d w id th

MP 81

MP

, 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

, 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

S 61%%d 14’ 3 2" W

S 86%%d 37’ 37" W

4278+50.00 Install 24" culvert e= n/a e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.43

S 86%%d 37’ 37" W

N 80%%d 06’ 35" W

P C

.7

P T

.7

5 4

,5

.5

115’ VC

K = 48

,5

.7

+3.2051%

155’ VC

K = 27

,5

.1

-2.6286%

-4.2093%

60’ VC

K = 38

-4.2093%

N

EXC.

CUYD

EMB.

CUYD

4286 4285 4284 4283 4282 4281 4280

2554 2554

2556 2556

2558 2558

2560 2560

2562 2562

2564 2564

2566 2566

2568 2568

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

140’ VC

K = 25

Profile grade

Existing ground

4285+65.91 Remove culvert (burried) Install 24" culvert

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

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

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

, L

T

W id e n to

, 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

D = 13%%d 15’ 48" (RT)

R= 920.00’

T= 106.96’

L= 212.97’

+0.8312% e= n/a

Prelim inary Plans

Not F or C onstr

D.44

N 87%%d 52’ 06" W

6 4

P C

.7

P T

.5

,5

.1

135’ VC

K = 21

,5

.7

+2.0800%

-1.4857%

70’ VC

K = 20

,5

.1

-1.4857%

40’ VC

K = 42

,5

.7

-2.4286%

-5.2595%

100’ VC

K = 35 N

EXC.

CUYD

EMB.

CUYD

4292 4291 4290 4289 4288 4287 4286

2544 2544

2546 2546

2548 2548

2550 2550

2552 2552

2554 2554

2556 2556

2558 2558

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 4286+65.29 Remove culvert Install 24" culvert

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

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

, 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

, 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

D = 7%%d 45’ 31" (LT)

R= 2,000.00’ T= 135.62’

L= 270.83’

Existing ground

Profile grade

N 80%%d 06’ 35" W

-4.2093% e= n/a

’2

4287+40 to 4288+00, Rt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.45

R o a d w id th

, L

T

R T

N 66%%d 16’ 11" W

P C

.7

P R

C

.3

P T

.4

P C

.5

,5

.5

-5.2595%

200’ VC

K = 24

,5

.8

+2.9609%

120’ VC

K = 17

,5

.4

-4.1290%

100’ VC

K = 54

-2.2727%

N

EXC.

CUYD

EMB.

CUYD

4298 4297 4296 4295 4294 4293 4292

2528 2528

2530 2530

2532 2532

2534 2534

2536 2536

2538 2538

2540 2540

2542 2542

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

D = 1%%d 59’ 42" (LT) R= 3,665.00’

T= 63.81’L= 127.61’ D = 23%%d 35’ 37" (RT)

R= 350.00’

T= 73.10’

L= 144.12’

Line to be constructed

4293+71.86 Remove culvert Install 24" culvert

Profile grade

Existing ground

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

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

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

, R

T R o a d w id th

, R

T W id e n to

N 87%%d 52’ 06" W

D = 41%%d 14’ 24" (LT) R= 215.00’

T= 80.90’

L= 154.75’

-2.2727% e= n/a e= n/a e= 0.060

4293+10 to 4293+50, Lt. & Rt.

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.46

25152520

S 84%%d 11’ 35" W

P C

.5

P T

.2

P C

.4

P T

.0

P C

.1

S 72%%d 29’ 25" W

,5

.4

-7 .6

145’ VC

K = 27

,5

.0

,5

.1

-5.7500%

40’ VC

K = 15

-8 .4

,5

.1

-5.0714%

140’ VC

K = 42

,4

.0

40’ VC

K = 33

-6.2857%

N

EXC.

CUYD

EMB.

CUYD

4304 4303 4302 4301 4300 4299 4298

2516 2490

2518 2492

2520 2494

2522 2496

2524 2498

2526 2500

2528 2502

2530 2504

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

D = 41%%d 14’ 24" (LT)

R= 250.00’

T= 94.07’L= 179.94’

D = 11%%d 42’ 10" (RT)R= 1,075.00’

T= 110.17’ L= 219.57’

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

Existing ground

D = 52%%d 56’ 21" (RT) R= 230.00’

T= 114.52’

L= 212.51’

, 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

, L

T M 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 e x is tin g w id th

Line to be constructed

, L

T W id e n to

, L

T R o a d w id th e= 0.060 e= 0.060 e= n/a

4298+00 to 4298+50, Lt

Sliver fill, see Sheet C.2 for details

4303+10 to 4304+65,Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.47

S d

W

N 42%%d 52’ 04" W

N 54%%d 28’ 36" W

P C

.1

P T

.6

P C

.7

P T

.7

P C

.6

P T

.5

N 27%%d 23’ 40" W

,4

.6

-3.7750%

100’ VC

K = 40

,4

.0

130’ VC

K = 48

,4

.6

-1.0889%

120’ VC

K = 23

,4

.0

+4.1 905%

40’ VC

K = 33

+2.9907%

N

EXC.

CUYD

EMB.

CUYD

4310 4309 4308 4307 4306 4305 4304

2478 2478

2480 2480

2482 2482

2484 2484

2486 2486

2488 2488

2490 2490

2492 2492

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

D = 52%%d 56’ 21" (RT)

R= 230.00’

T= 114.52’

L= 212.51’

D = 15%%d 28’ 24" (RT) R= 300.00’

T= 40.76’

L= 81.02’

D = 27%%d 04’ 57" (LT)

R= 425.00’

T= 102.36’

L= 200.89’

Line to be constructed

Profile grade

Existing ground

, L

T

T ap er to ex istin 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

N 54%%d 28’ 36" W

-6.2857%

-3.7750%

+2.9907% e= 0.060 e= n/a e= n/a

Deep cCulvert Creek

(Water source)

4308+70.59 Remove culvert Install 36" culvert 4308+78.27 Remove culvert Install 72" culvert See Sheet G.2 for details Install riprap, class 4

4303+10 to 4304+65, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.48

N 54%%d 28’ 36" W

N 86%%d 22’ 10" W

N 85%%d 14’ 59" W

P T

.5

P C

.6

1 4

P T

.4

P C

.2

P T

.0

,4

.2

+2.9907%

95’ VC

K = 18

.2

,5

.8

+1.6811%

170’ VC

K = 26

,5

.3

+1.6811% 40’ VC

K = 9

-2.7742%

EXC.

CUYD

EMB.

CUYD

4316 4315 4314 4313 4312 4311 4310

2484 2496

2486 2498

2488 2500

2490 2502

2492 2504

2494 2506

2496 2508

2498 2510

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

D = 31%%d 53’ 34" (LT)

R= 650.00’ T= 185.73’

L= 361.81’

N

, R

T R o a d w id th

, 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

, L

T

W id e n to

, 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

D = 1%%d 07’ 11" (RT) R= 5,000.00’

T= 48.86’

L= 97.71’

N 85%%d 14’ 59" W

+2.9907% .2

Line to be constructed

Profile grade

Existing ground

Profile grade

Existing ground

, L

T

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

, R

T 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

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

4312+95.00 to 4313+95.00 Install 18" culvert

Widened Pulloff

(Turnaround)

Additional clearing

& grubbing, 30’ x 10’

Prelim inary Plans

Not F or C onstr

D.49

N 85%%d 14’ 59" W

N 88%%d 10’ 52" W

N 86%%d 22’ 10" W

P C

.4

P T

.4

P C

.2

P T

.3

P C

.2

,5

.0

200’ VC

K = 30

,5

.0

+4.0000%

-0.6471%

70’ VC

K = 15

,5

.8

-0.6471%

100’ VC

K = 38

-3.2500%

EXC.

CUYD

EMB.

CUYD

4322 4321 4320 4319 4318 4317 4316

2500 2500

2502 2502

2504 2504

2506 2506

2508 2508

2510 2510

2512 2512

2514 2514

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

W. McQuiston

D e s ig n e d b y

N

Profile grade

Existing ground

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 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

D = 2%%d 55’ 52" (LT)R= 3,500.00’

T= 89.55’ L= 179.06’

D = 1%%d 48’ 42" (RT) R= 5,000.00’T= 79.05’

L= 158.09’

Line to be constructed

D = 22%%d 11’ 23" (RT) R= 490.00’

T= 96.09’ L= 189.77’

-2.7742%

-3.2500%

82 Mile Pond

, 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/a e= n/a e= 0.060

4316+14.00 Install 24" culvert

4316+80 to 4317+20, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.50

N 64%%d 10’ 48" W

N 62%%d 38’ 12" W N 84%%d 17’ 28" W

P C

.2

P T

.9

P C

.8

P T

.6

P C

.6

P T

.0

P C

.6

,5

.5

-3.2500%

100’ VC

K = 17

,5

.7

+2.7097%

130’ VC

K = 36

6.3

214%

,5

.6 0 +3.7

742%

130’ VC

K = 51

+3.7 742%

EXC.

CUYD

EMB.

CUYD

4328 4327 4326 4325 4324 4323 4322

2500 2512

2502 2514

2504 2516

2506 2518

2508 2520

2510 2522

2512 2524

2514 2526

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 grade

N

, 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

, 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

, R

T

W id e n to

, R

T

R o a d w id th

Site 82.08 P2

D = 21%%d 39’ 15" (LT) R= 300.00’

T= 57.38’

L= 113.38’

D = 1%%d 32’ 35" (RT) R= 3,000.00’

T= 40.40’ L= 80.80’

D = 22%%d 11’ 23" (RT) R= 490.00’

T= 96.09’

L= 189.77’

, L

T

W id e n to

Line to be constructed

Existing ground

Existing ground

D = 18%%d 30’ 56" (RT) R= 530.00’

T= 86.39’ L= 171.27’

-3.2500%

6.3

214%

Profile grade

M il e P o n d

Install Silt Fence, see Sheet E.2 for details e= 0.060 e= 0.060 e= 0.060 e= n/a

4322+65.00 Install 24" culvert 4322+69.54 Remove existing gabion baskets and fencing, Remove culvert Install 24" culvert Install Beaver Deterrent Device, see Sheet G.3 for details, Install riprap, class 4

181 126

4322+25 to 4323+00, Lt

Sliver fill, see Sheet C.2 for details

4322+50 to 4322+85, Rt

Sliver fill, see Sheet C.2 for details

4326+15 to 4326+90, Lt

Sliver fill, see Sheet C.2 for details

4322+40 to 4323+00, Lt

Prelim inary Plans

Not F or C onstr

D.51

2525 2530

N 65%%d 46’ 32" W N 70%%d 56’ 57" W

P T

.9

P C

.5

P T

.8

P C

.1

,5

.3

+1.5263%

200’ VC

K = 89

,5

.2

40’ VC

K = 84

,5

.8

+2.0000%

90’ VC

K = 52

,5

.1

+0.2593%

120’ VC

K = 61

+2.2203%

EXC.

CUYD

EMB.

CUYD

4334 4333 4332 4331 4330 4329 4328

2524 2524

2526 2526

2528 2528

2530 2530

2532 2532

2534 2534

2536 2536

2538 2538

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

D = 20%%d 11’ 08" (RT)

R= 1,000.00’ T= 178.00’

L= 352.31’

Line to be constructed

Existing ground

N

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

SPEED

LIMIT

SPEED

LIMIT

MP 82

MP

, 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

D = 5%%d 10’ 25" (LT)

R= 1,000.00’

T= 45.18’

L= 90.30’

D

R= 530.00’

T= 86.39’

L= 171.27’

= 18%%d 30’ 56" (RT)

+2.2203%

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

, R

T

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

+3.7742%

, R

T M a tc h e x is tin g w id th e= 0.060 e= n/a e= n/a

182 44

Prelim inary Plans

Not F or C onstr

D.52

N 73%%d 01’ 07" W

P T

.4

P C

.5

P R

C

.2

P T

.3

N 50%%d 45’ 49" W

+2.2203%

,5

.7

+2.2203%

95’ VC

K = 15

.5

,5

.7

-0.4308%

125’ VC

K = 14

-0.4308%

EXC.

CUYD

EMB.

CUYD

4340 4339 4338 4337 4336 4335 4334

2534 2544

2536 2546

2538 2548

2540 2550

2542 2552

2544 2554

2546 2556

2548 2558

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

D = 32%%d 22’ 25" (LT) R= 350.00’

T= 101.60’

L= 197.76’

D = 10%%d 06’ 29" (RT)

R= 465.00’

T= 41.12’

L= 82.04’

D = 20%%d 11’ 08" (RT)

R= 1,000.00’

T= 178.00’

L= 352.31’

N

Profile grade

Existing ground

Profile grade

Existing ground

, 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

4334+35.00 Install 24" culvert

+2.2203%

.5

Line to be constructed

B e g in r o a d S h if t R t

E n d r o a d s h ift R t

W id e n to

L t

R o a d w id th

, L t

T a p e r t o e x is t in g w id t h

M a t c h e x is t in g w id t h

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

B e g in

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

, R

T M a tc h e x is tin g w id th e= n/a e= n/a e= 0.060

36 91

4333+95 to 4334+80, Lt

Sliver fill, see Sheet C.2 for details

4335+90 to 4337+50, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.53

P C

.1

P T

.3

3 4

4 4

P C

.3

N 57%%d 13’ 56" W

,5

.3

255’ VC

K = 59

,5

.5

+3.9149%

120’ VC

K = 39

,5

.2

+0.8718%

90’ VC

K = 15

EXC.

CUYD

EMB.

CUYD

4346 4345 4344 4343 4342 4341 4340

2552 2552

2554 2554

2556 2556

2558 2558

2560 2560

2562 2562

2564 2564

2566 2566

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

Profile grade

Existing ground

N

Site 82.20 P3

4341+65, LT & RTWiden to 22’End Typical Section ABegin Typical Section 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

, 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

, R

T W id e n to

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

, 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

SPEED

LIMIT

D = 15%%d 47’ 11" (RT)

R= 850.00’

T= 117.84’

L= 234.19’

L= 234.59’ T= 117.71’ R= 1,150.00’ D = 11%%d 41’ 17" (LT)

SPEED

LIMIT

N 73%%d 01’ 07" W

-0.4308%

-5.2663%

4342+00 to 4342+80, Lt

Sliver fill, see Sheet C.2 for details e= n/a e= n/a

’ 2

Prelim inary Plans

Not F or C onstr

D.54

N 68%%d 55’ 13" W

N 71%%d 13’ 41" W

P T

.9

P C

.4

P T

.7

P C

.6

,5

.3

-5.2663% 130’ VC

K = 11

,5

.5

6.7

550%

60’ VC

K = 15

,5

.9

+2.8387%

+1.2273%

125’ VC

K = 78

+1.2273%

EXC.

CUYD

EMB.

CUYD

4352 4351 4350 4349 4348 4347 4346

2554 2564

2556 2566

2558 2568

2560 2570

2562 2572

2564 2574

2566 2576

2568 2578

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

4347+13.45 Remove culvert Install 24" culvert

, 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

, 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

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

, R

T

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

, L

T

W id e n to

Profile grade

Existing ground

L= 46.32’

T= 23.16’

R= 1,150.00’

D = 2%%d 18’ 28" (LT)

D = 11%%d 41’ 17" (LT) R= 1,150.00’T= 117.71’

L= 234.59’

D = 33%%d 40’ 42" (LT)

R= 425.00’

T= 128.63’

L= 249.81’

+2.8387%

, 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 e= n/a e= n/a e= n/a

4349+50 ton4349+80, Lt

Sliver fill, see Sheet C.2 for details

4350+40 to 4350+75, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.55

S 75%%d 05’ 37" W S 73%%d 09’ 02" W

P C

.4

P T

.2

P T

.5

,5

.6

75’ VC

K = 19

,5

.7

-2.7222%

+2.1493%

215’ VC

K = 44

,5

.9

+2.1493%

130’ VC

K = 37

EXC.

CUYD

EMB.

CUYD

4358 4357 4356 4355 4354 4353 4352

2564 2564

2566 2566

2568 2568

2570 2570

2572 2572

2574 2574

2576 2576

2578 2578

SHEET

F

E B

I P

P

W P

:d m s

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

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

N

Line to be constructed

D = 33%%d 40’ 42" (LT)

R= 425.00’

T= 128.63’

L= 249.81’

D = 1%%d 56’ 35" (LT) R= 2,000.00’

T= 33.92’

L= 67.82’

+0.9733%

Profile grade

Existing ground

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 o a d w id th

, 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

S 73%%d 09’ 02" W

, 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

-1.3750% e= n/a e= n/a

4352+00 to 4352+40, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.56

25702570

S 73%%d 09’ 02" W

P C

.4

P T

.2

N

E W

C M

P B

Y P

A R

K T

O R

E M

A

IN

,5

.2

-1.3750%

100’ VC

K = 60

,5

.6

+0.2823%

100’ VC

K = 17

,5

.0

-5.7609%

170’ VC

K = 27

,5

.7

+0.5512%

40’ VC

K = 16

-2.0000%

EXC.

CUYD

EMB.

CUYD

4364 4363 4362 4361 4360 4359 4358

2562 2562

2564 2564

2566 2566

2568 2568

2570 2570

2572 2572

2574 2574

2576 2576

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

4362+42.34 Remove culvert Install 24" culvert

Existing ground

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 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

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

, 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

, 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 th

D = 13%%d 07’ 23" (RT) R= 1,750.00’

T= 201.29’

L= 400.82’ e= n/a

Prelim inary Plans

Not F or C onstr

D.57

S 86%%d 16’ 25" W

N 73%%d 48’ 05" W

P T

.2

P C

.8

P T

.1

P C

.8

9 4

,5

.2

5.5

556%

80’ VC

K = 11

,5

.2

+5.5 556%

80’ VC

K = 11

,5

.0

-1.6923%

80’ VC

K = 45

,5

.2

+0.1053%

150’ VC

K = 15

EXC.

CUYD

EMB.

CUYD

4370 4369 4368 4367 4366 4365 4364

2560 2560

2562 2562

2564 2564

2566 2566

2568 2568

2570 2570

2572 2572

2574 2574

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

GPS

M278

D = 19%%d 55’ 29" (RT) R= 510.00’

T= 89.58’ L= 177.35’

D = 30%%d 39’ 48" (LT) R= 1,211.60’

T= 332.18’ L= 648.42’

Line to be constructed

-1 .4

Existing ground

Profile grade

, L

T

W id e n to

, 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

, L

T

R T

R o a d w id th

, L

T

R o a d w id th

, L

T

R T

W id e n to

’D = 13%%d 07’ 23" (RT)

R= 1,750.00’

T= 201.29’

L= 400.82’

-2.0000% e= n/a e= 0.060 e= n/a

93 2

4367+30 to 4367+70, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.58

25402540

S 75%%d 32’ 07" W

1 4

P C

.9

P T

.3

-1 .1

,5

.7

300’ VC

K = 28

,5

.0

+0.4808%

50’ VC

K = 14

,5

.2

-3.0000%

40’ VC

K = 28

EXC.

CUYD

EMB.

CUYD

4376 4375 4374 4373 4372 4371 4370

2548 2538

2550 2540

2552 2542

2554 2544

2556 2546

2558 2548

2560 2550

2562 2552

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 = 30%%d 39’ 48" (LT)

R= 1,211.60’

T= 332.18’

L= 648.42’

Line to be constructed

Existing ground

Profile grade

Existing ground

Profile grade

4373+09.52 Remove culvert Install 24" culvert

, 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

Site 82.99 P2

D = 5%%d 26’ 18" (RT)

R= 4,000.00’

T= 189.97’

L= 379.66’

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

4372+30 to 4372+70, Rt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.59

S 80%%d 58’ 25" W

P T

.5

P C

.7

P T

.7

-1.5882%

,5

.9

40’ VC

K = 14

,5

.3

-4.4000%

110’ VC

K = 86

,5

.8

-3.1250%

50’ VC

K = 21 -5.4783%

,5

.5

40’ VC

K = 16

,5

.8 0-3.0000%

80’ VC

K = 11

-1 .1

EXC.

CUYD

EMB.

CUYD

4382 4381 4380 4379 4378 4377 4376

2524 2510

2526 2512

2528 2514

2530 2516

2532 2518

2534 2520

2536 2522

2538 2524

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

Existing ground

Profile grade

, 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

, 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 th

D = 45%%d 14’ 11" (RT)

R= 290.00’ T= 120.82’

L= 228.96’

D = 5%%d 26’ 18" (RT)

R= 4,000.00’

T= 189.97’

L= 379.66’e= n/a e= 0.060

356299

Prelim inary Plans

Not F or C onstr

D.60

N 53%%d 47’ 24" W

N 83%%d 37’ 20" W

N 59%%d 57’ 44" W

P T

.7

P C

.5

P C

.4

P T

.3

P C

.7

P T

.6

,5

.5

200’ VC

K = 23

,4

.7

-1.6552%

175’ VC

K = 56

-4.7551%

,4

.0

150’ VC

K = 29

EXC.

CUYD

EMB.

CUYD

4388 4387 4386 4385 4384 4383 4382

2496 2484

2498 2486

2500 2488

2502 2490

2504 2492

2506 2494

2508 2496

2510 2498

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

Existing ground

Site 83.23 P1

Profile grade

Existing ground

150’ VC

K = 29

MP 83

, R

T

W id e n to

D = 23%%d 39’ 36" (RT)

R= 690.00’

T= 144.53’

L= 284.93’

D = 29%%d 49’ 56" (LT)

R= 175.00’

T= 46.62’

L= 91.12’

D = 5%%d 16’ 36" (LT)R= 1,000.00’

T= 46.08’ L= 92.09’

D = 45%%d 14’ 11" (RT) R= 290.00’

T= 120.82’

L= 228.96’

, 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 e g in

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

-1 .1

-4.7551%

,4

.0

4383+46.81 Remove culvert Install 24" culvert

, R

T

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

MP

, R

T

R o a d w id th

4385+90, RTTaper to existing width

, R

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

Line to be constructed e= 0.060 e= 0.060 e= 0.060 e= n/a

4383+20 to 4383+40, Rt

Sliver fill, see Sheet C.2 for details

4384+20 to 4385+00, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr