DENA_10(27)_D_Sheets_Plans(D21 to D40).pdf

D.21

STATE PROJECT

S 82%%d 28’ 13" W

P C

.7

P T

.5

P C

.5

N

EXC.

CUYD

EMB.

CUYD

4154 4153 4152 4151 4150 4149 4148

2742 2730

2744 2732

2746 2734

2748 2736

2750 2738

2752 2740

2754 2742

2756 2744

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

Line to be constructed

Existing ground

Existing ground

D = 4%%d 43’ 00" (RT) R= 2,500.00’ T= 102.96’ L= 205.80’

D = 7%%d 49’ 46" (RT)

R= 1,650.00’

T= 112.91’

L= 225.47’e=n/a e=n/a

Prelim inary Plans

Not F or C onstr uctio n

D.22

N 89%%d 42’ 00" W

P T

.0

P C

.8

7 4

P T

.3

P C

.1

N 59%%d 42’ 11" W

N

EXC.

CUYD

EMB.

CUYD

4160 4159 4158 4157 4156 4155 4154

2718 2710

2720 2712

2722 2714

2724 2716

2726 2718

2728 2720

2730 2722

2732 2724

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

Existing ground

D = 7%%d 49’ 46" (RT)

R= 1,650.00’

T= 112.91’

L= 225.47’

D = 29%%d 59’ 49" (RT)

R= 425.00’

T= 113.87’

L= 222.51’

D = 12%%d 13’ 35" (RT)

R= 1,100.00’

T= 117.81’

L= 234.73’ e=n/a e=n/a e=n/a

Prelim inary Plans

Not F or C onstr

D.23

P T

.8

2 P C

.8

P T

.0

N 47%%d 28’ 36" W

N 84%%d 13’ 47" W

,7

.1

+2.3953%

35’ VC

K = 20

N

EXC.

CUYD

EMB.

CUYD

4166 4165 4164 4163 4162 4161 4160

2704 2704

2706 2706

2708 2708

2710 2710

2712 2712

2714 2714

2716 2716

2718 2718

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

Line to be constructed

35’ VC

K = 20

Profile grade

D = 12%%d 13’ 35" (RT)

R= 1,100.00’

T= 117.81’

L= 234.73’

D = 36%%d 45’ 11" (LT)

R= 220.00’

T= 73.08’

L= 141.12’

B e g in

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

Existing ground

4165+28.92 Remove culvert Install 36" culvert e=n/a e=n/a

Prelim inary Plans

Not F or C onstr

D.24

S 66%%d 44’ 04" W

P C

.1

7 4

P C

.7

P T

.8

P T

.0

S 69%%d 15’ 37" W

,7

.6

35’ VC

K = 20

,7

.7

+4.1 129%

100’ VC

K = 19

,7

.1

-1.2635%

-2.7069%

80’ VC

K = 55

,7

.4

,7

.3

-7 .7

,7

.3

,7

.7

-7 .7

40’ VC

K = 8

,6

.2

-2.7006%

-3.7179%

50’ VC

K = 49

,6

.2

N

EXC.

CUYD

EMB.

CUYD

4172 4171 4170 4169 4168 4167 4166

2702 2690

2704 2692

2706 2694

2708 2696

2710 2698

2712 2700

2714 2702

2716 2704

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

-7 .7

Existing ground

Profile grade

Profile grade

Existing ground

Line to be constructed

, R

T W id e n to

35’ VC

K = 20

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

, R

T R o a d w id th

, L

T

R o a d w id th

, R

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

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

, L

T

B e g in

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

W id e n to

, L

T

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

SITE 79.15 P2

D = 29%%d 02’ 09" (LT) R= 505.00’

T= 130.77’ L= 255.92’

D

R= 500.00’T= 11.02’

L= 22.04’

= 2%%d 31’ 33" (RT)

N 84%%d 13’ 47" W

,7

.3

, R

T

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

4168+20 to 4169+10

Sliver fill, s ee Sheet C.2 for details

4170+00 to 4171+30, L T

Sliver fi ll, s ee Sheet C .2 for details

Prelim inary Plans

Not F or C onstr

D.25

S 71%%d 25’ 58" W4

P C

.4

P T

.3

P C

.3

P T

.6

N 76%%d 56’ 45" W

,6

.5

,6

.7

-4.0767%

45’ VC

K = 15

,6

.0

-1.0769%

50’ VC

K = 26

-3.0000%

N

EXC.

CUYD

EMB.

CUYD

4178 4177 4176 4175 4174 4173 4172

2684 2674

2686 2676

2688 2678

2690 2680

2692 2682

2694 2684

2696 2686

2698 2688

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

Profile grade

D

R= 1,000.00’ T= 18.96’

L= 37.92’ = 2%%d 10’ 21" (RT)

D = 31%%d 37’ 16" (RT)

R= 390.00’

T= 110.44’

L= 215.24’

SITE 79.35 P3

Existing ground

S 69%%d 15’ 37" W

N 76%%d 56’ 45" W

, 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

B e g in

T y p ic a l S e c tio n B e=n/a e= 0.060

4176+30 to 4179+80, LT

Sliver fill, see Sheet C.2 for details

4176+00 to 4178+80, RT

Install silt fence, Sheet E.2 for details

Prelim inary Plans

Not F or C onstr

D.26

S 80%%d 12’ 20" W

P C

.2

P T

.4

P C

.0

P T

.9

P C

.4

N 76%%d 56’ 45" W

N 79%%d 46’ 35" W

,6

.0

80’ VC

K = 37

,6

.1

-0.8182%

100’ VC

K = 12

,6

.1

.2

+4.7 677%

100’ VC

K = 41

,6

.7

,6

.9

,6

.5

-2.1827%

30’ VC

K = 41

,6

.9

-1.4444%

25’ VC

K = 45

-2.0000%

N

EXC.

CUYD

EMB.

CUYD

4184 4183 4182 4181 4180 4179 4178

2672 2672

2674 2674

2676 2676

2678 2678

2680 2680

2682 2682

2684 2684

2686 2686

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

L

T

R T

W id e n to

P C

.4

Line to be constructed

Existing ground

Profile grade

4178+47.02 Remove culvert Install 24" culvert

, 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 B

D = 2%%d 49’ 50" (LT)R= 3,000.00’

T= 74.12’L= 148.21’

D = 20%%d 01’ 05" (LT) R= 515.00’

T= 90.89’ L= 179.93’ e=n/a e=n/a

Duck Pond pullout

(Staging & turnaround area)

4176+30 to 4179+80, LT

Sliver fill, see Sheet C.2 for details

4176+00 to 4178+80, RT

Install silt fence, Sheet E.2 for details

Prelim inary Plans

Not F or C onstr

D.27

0 2655

2655 2660

P C

.4

P T

.6

P C

.2

P T

.2

P C

.4

9 4

N 65%%d 41’ 09" W

N 67%%d 48’ 55" W

,6

.0

30’ VC

K = 17

,6

.5

-3.7500%

-5.4737%

50’ VC

K = 29

,6

.1

,6

.3

45’ VC

K = 35

,6

.2

-6.7770%

30’ VC

K = 7

-2.3982%

,6

.4

-0.1923%

40’ VC

K = 18 4

,6

.3

-0.1923%

40’ VC

K = 16

,6

.6

-2.7500%

+1.4167%

50’ VC

K = 12

,6

.3

,6

.3

40’ VC

K = 11

N

EXC.

CUYD

EMB.

CUYD

4190 4189 4188 4187 4186 4185 4184

2670 2660

2672 2662

2674 2664

2676 2666

2678 2668

2680 2670

2682 2672

2684 2674

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 = 2%%d 16’ 35" (LT)

R= 1,360.00’ T= 27.02’

L= 54.03’

Line to be constructed

Site 79.50 P1

D = 2%%d 06’ 17" (RT)

R= 9,000.00’

T= 165.33’

L= 330.62’

Existing ground

Profile grade

Existing ground

Profile grade

4188+74 Install 24" culvert

, L

T

R T

W id e n to

, L

T

R T

R o a d w id th

, R

T R o a d w id th

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

L T

, L

T

R T

T a p e r to 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 = 34%%d 15’ 20" (RT) R= 370.00’

T= 114.02’

L= 221.21’

S 80%%d 12’ 2 0" W e= 0.050 e=n/a e=n/a

10 1

’ 2

4186+40 to 4186+80, LT

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.28

265026552

N 65%%d 42’ 38" W

N 68%%d 12’ 26" W

P T

.1

P C

.1

P T

.6

P C

.7

P T

.6

-2.2151%

,6

.3

,6

.1

-7 .7

70’ VC

K = 13

-2.2151%

,6

.0

+1.9562%

300’ VC

K = 31

N

EXC.

CUYD

EMB.

CUYD

4196 4195 4194 4193 4192 4191 4190

2656 2644

2658 2646

2660 2648

2662 2650

2664 2652

2666 2654

2668 2656

2670 2658

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

R= 9,000.00’ T= 165.33’L= 330.62’

= 2%%d 06’ 17" (RT)

D = 2%%d 29’ 48" (LT) R= 1,595.00’

T= 34.76’

L= 69.50’ D = 44%%d 00’ 40" (LT)

R= 160.00’

T= 64.66’

L= 122.90’

Line to be constructed

Profile grade

Existing ground

Profile grade

Existing ground

, 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

4190+10, LT

Widen to 24’

4191+20, LTTaper to existing width

4190+60, LT24’ Road width

4194+75, RT24’ Road width

-7 .7

+1.9562%

, 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 e= n/a e= 0.060 e= n/a

4190+70 to 4191+10, LT

Sliver fill, see Sheet C.2 for details

4194+30 to 4194+70, RT

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.29

S 67%%d 46’ 54" W

S 56%%d 57’ 20" W

P C

.7

P T

.6

P C

.1

P T

.5

P C

.8

P C

C

.1

+1.9562%

,6

.5

130’ VC

K = 14

,6

.5 5-7

.2

55’ VC

K = 22

,6

.0

-9 .6

150’ VC

K = 14 4

,6

.1

+0.6667%

75’ VC

K = 63

,6

.6

-0.5263%

90’ VC

K = 34

N

EXC.

CUYD

EMB.

CUYD

4202 4201 4200 4199 4198 4197 4196

2638 2626

2640 2628

2642 2630

2644 2632

2646 2634

2648 2636

2650 2638

2652 2640

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

L= 122.90’

T= 64.66’

R= 160.00’

= 44%%d 00’ 40" (LT)D D = 10%%d 49’ 34" (LT)

R= 500.00’T= 47.38’

L= 94.48’

D = 28%%d 40’ 47" (RT) R= 540.00’T= 138.04’

L= 270.30’

D = 8%%d 27’ 20" (RT) R= 1,690.00’

T= 124.93’ L= 249.41’

Line to be constructed

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 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

Profile grade

Existing ground

, 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

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

+1.9562% e= 0.060 e= n/a e= n/a e= n/a

Prelim inary Plans

Not F or C onstr

D.30

N 61%%d 13’ 44" W

P C

C

.5

P T

.4

P C

.7

4 4

P T

.5

-3.1765%

,6

.5

200’ VC

K = 80

,6

.3

-0.6667%

125’ VC

K = 47

,6

.0

-3.3000%

40’ VC

K = 9

,6

.7

+1.2768%

40’ VC

K = 16

N

EXC.

CUYD

EMB.

CUYD

4208 4207 4206 4205 4204 4203 4202

2614 2614

2616 2616

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

2628 2628

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

Line to be constructed

D = 8%%d 27’ 20" (RT)

R= 1,690.00’ T= 124.93’

L= 249.41’

D = 24%%d 40’ 49" (RT)R= 550.00’

T= 120.32’ L= 236.91’

D

R= 485.00’

T= 96.66’

L= 190.81’

= 22%%d 32’ 31" (LT)

Profile grade

Existing ground

Site 79.90 P1

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

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

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= 0.050

4207+28.64 Remove culvert Install 48" culvert Install riprap, class 4

13 8

4207+10 to 4207+50, LT

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.31

2620 2625

N 83%%d 46’ 15" W

N 60%%d 54’ 39" W

N 72%%d 46’ 09" W

N 71%%d 20’ 46" W

P T

.5

P C

.1

P T

.8

P C

.8

P T

.3

P C

.9

P T

.4

,6

.2

+3.7074%

75’ VC

K = 72

,6

.4

+2.6667%

80’ VC

K = 76

,6

.3

+3.7143%

120’ VC

K = 19

,6

.5

-2.5000%

180’ VC

K = 49

N

EXC.

CUYD

EMB.

CUYD

4214 4213 4212 4211 4210 4209 4208

2616 2616

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

2628 2628

2630 2630

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

D = 1%%d 25’ 22" (RT) R= 3,200.00’

T= 39.74’ L= 79.47’

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

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 = 22%%d 51’ 36" (RT)R= 320.00’ T= 64.70’

L= 127.67’

D = 11%%d 51’ 30" (LT) R= 500.00’

T= 51.93’ L= 103.48’

4213+21.00 Install 24" culvert

D = 22%%d 32’ 31" (LT)

R= 485.00’

T= 96.66’

L= 190.81’

+1.1600% e= n/a e= 0.060 e= n/a e= n/a

’ 2

4209+60 to 4210+55, Rt

Sliver fill, see Sheet C.2 for details

4210+75 to 4211+50, LTSlope shaping

Prelim inary Plans

Not F or C onstr

D.32

N 84%%d 06’ 42" W

P C

.3

0 4

P T

.7

P C

.5

P T

.2

N 88%%d 47’ 26" W

HUBBA

N 3451849.223

E 1523155.884

Elev 2645.254

5/8" IR W/FHWA GPS ALUM CAP STAMPED "HUBBA"

,6

.0

+1.1600%

50’ VC

K = 36

,6

.8

-0.2353%

115’ VC

K = 29

,6

.6

+3.6923%

120’ VC

K = 21

,6

.5

-1.9524%

100’ VC

K = 56

,6

.9

-3.7398% 120’ VC

K = 19

N

EXC.

CUYD

EMB.

CUYD

4220 4219 4218 4217 4216 4215 4214

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

2628 2628

2630 2630

2632 2632

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

GPS

Line to be constructed

D = 4%%d 40’ 44" (RT)R= 2,800.00’

T= 114.39’L= 228.65’

D = 17%%d 26’ 40" (LT) R= 425.00’T= 65.20’

L= 129.40’

Profile grade

Existing ground

Site 80.03 P3

4214+91.48 Remove culvert Install 24" culvert

,6

.9

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

4215+80, LTW

id e n to

, L

T

R o a d w id th

, L

T

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

, L

T

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

HUBBA1

N 71%%d 20’ 46" W

, R

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

4214+70 to

Sheet C.2 for details e= n/a e= n/a

114 25

’ 2

4215+10, LtSliver fill,see Sheet C.2 for details

4215+80 to 4218+70, Lt

Sliver fill, see Sheet C.2 for details

4219+70 to

4220+35, Lt

Sliver fill, see

Prelim inary Plans

Not F or C onstr

D.33

P C

.4

1 4

P R

C

.9

P C

.0

P T

.8

N 87%%d 58’ 43" W

,6

.9

,6

.4

+2.6163%

-3.5669%

115’ VC

K = 19

,6

.0

125’ VC

K = 67

,6

.9

-1.6986%

105’ VC

K = 55

N

EXC.

CUYD

EMB.

CUYD

4226 4225 4224 4223 4222 4221 4220

2612 2612

2614 2614

2616 2616

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

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

D = 12%%d 05’ 14" (LT)

R= 720.00’ T= 76.23’

L= 151.89’

D = 8%%d 25’ 35" (RT)

R= 840.00’

T= 61.88’

L= 123.54’

.0

I n s ta ll c u lv e r t

Profile grade

Existing ground

N 84%%d 06’ 42" W

D = 3%%d 07’ 34" (RT) R= 2,330.00’

T= 63.58’ L= 127.13’

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

, L

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

, L

T R o a d w id th

, L

T W id e n to

, L

T

W id e n to

, L

T

R o a d w id th

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

17 113

4219+70 to 4220+35, Lt

Sliver fill, see Sheet C.2 for details

4221+30 to 4222+50, Lt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.34

N 89%%d 02’ 35" W

P C

.0

P R

C

.2

P T

.3

P C

.4

P T

.5

,6

.3

-3.6215%

130’ VC

K = 24

,6

.8

+1.8514%

130’ VC

K = 74

,6

.0

+0.0945%

140’ VC

K = 18

,6

.6

.6

100’ VC

K = 24

N

EXC.

CUYD

EMB.

CUYD

4232 4231 4230 4229 4228 4227 4226

2606 2606

2608 2608

2610 2610

2612 2612

2614 2614

2616 2616

2618 2618

2620 2620

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

D = 3%%d 07’ 34" (RT)

R= 2,330.00’

T= 63.58’

L= 127.13’

D = 36%%d 09’ 36" (RT) R= 550.00’

T= 179.55’

L= 347.11’

D = 4%%d 11’ 26" (LT)

R= 1,000.00’ T= 36.59’

L= 73.14’

Profile grade

Existing ground

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

4227+25.36 Remove culvert Install 48" culvert Install riprap, class 4

Prelim inary Plans

Not F or C onstr

D.35

N 52%%d 52’ 59" W

S 88%%d 56’ 53" W

P T

.5

P C

.5

P T

.4

P C

.2

,6

.4

+3.5762% 100’ VC

K = 17

,6

.9

-2.3751%

100’ VC

K = 31

,6

.1

+0.8789%

60’ VC

K = 46

,6

.8

+2.1739%

75’ VC

K = 32

-0.1603%

N

EXC.

CUYD

EMB.

CUYD

4238 4237 4236 4235 4234 4233 4232

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

2628 2628

2630 2630

2632 2632

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 13’ 03" (RT)R= 640.00’

T= 114.10’ L= 225.83’

D = 38%%d 10’ 08" (LT) R= 225.00’

T= 77.84’

L= 149.89’

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

, L

T

R T

W id e n to

, L

T

R T

’ R o a d w id th

, L

T

R T

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

D = 36%%d 09’ 36" (RT) R= 550.00’

T= 179.55’

L= 347.11’

, L t & R t

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

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

4234+30 to 4234+90, Lt

Slope shaping

4236+00 to 4236+50, Rt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.36

N 70%%d 50’ 04" W

P T

.0

,6

.5

125’ VC

K = 25

,6

.9

+4.9 000%

135’ VC

K = 38

,6

.2

+1.3056%

60’ VC

K = 19

,6

.4

-1.8500%

60’ VC

K = 88

-1.1675%

N

EXC.

CUYD

EMB.

CUYD

4244 4243 4242 4241 4240 4239 4238

2624 2624

2626 2626

2628 2628

2630 2630

2632 2632

2634 2634

2636 2636

2638 2638

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 13’ 03" (RT) R= 640.00’

T= 114.10’L= 225.83’

Line to be constructed

Existing ground

Profile grade

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

-0.1603%

, R

T

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

B e g in r o a d w id e n in g

E 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= 0.060

5 21

Prelim inary Plans

Not F or C onstr

D.37

P C

.0

,6

.1

,6

.2

-0.6667%

90’ VC

K = 23

,6

.2

-4.5455%

40’ VC

K = 17

,6

.3

-2.2353%

110’ VC

K = 59

,6

.4

-4.0972%

40’ VC

K = 5

+4.5 175%

N

EXC.

CUYD

EMB.

CUYD

4250 4249 4248 4247 4246 4245 4244

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

2628 2628

2630 2630

2632 2632

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

-1.1323% K = 81

40’ VC

Profile grade

Existing ground

, 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 id th

N 70%%d 50’ 04" W

D = 7%%d 59’ 46" (LT)

R= 5,000.00’

T= 349.46’ L= 697.79’

4249+35 to see Sheet C.2 for details e= n/a

4249+75, Rt

Sliver fill, 4249+80 to 4250+40, LT

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.38

P T

.8

P O

S S

IB

L

E B

U R

IE

D

C U

L V

E R

T

,6

.1

60’ VC

K = 9

,6

.6

-1.8271% +0.5365%

100’ VC

K = 42

,6

.8

+0.5365% -0.7239%

100’ VC

K = 79

N

EXC.

CUYD

EMB.

CUYD

4256 4255 4254 4253 4252 4251 4250

2616 2616

2618 2618

2620 2620

2622 2622

2624 2624

2626 2626

2628 2628

2630 2630

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

D = 7%%d 59’ 46" (LT)

R= 5,000.00’

T= 349.46’

L= 697.79’

Existing ground

Profile grade

4251+13.00 Install 24" culvert

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 w id th

, R

T R o a d 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

, L

T

R T

R o a d w id th

N 78%%d 49’ 50" W

+4.5 175% e= n/a

112 132

4249+80 to 4250+40, Lt

Sliver fill, see Sheet C.2 for details

4250+20 to 4250+60, Rt

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not F or C onstr

D.39

N 78%%d 49’ 50" W

N 85%%d 44’ 36" W

P C

.1

P T

.4

Picnic Rock Pulloff

Need Topo

,6

.7

100’ VC

K = 138 4

,6

.7

+0.0000%

-1.8868%

60’ VC

K = 32

,6

.7

-1.8868%

165’ VC

K = 20

-9 .9

,6

.3

105’ VC

K = 11

N

EXC.

CUYD

EMB.

CUYD

4262 4261 4260 4259 4258 4257 4256

2610 2596

2612 2598

2614 2600

2616 2602

2618 2604

2620 2606

2622 2608

2624 2610

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

D = 6%%d 54’ 45" (LT) R= 1,900.00’

T= 114.75’ L= 229.23’

4256+35.31 Remove culvert (burried) Install 24" culvert

Existing ground

Profile grade

Existing ground

Profile grade

, 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

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

-0.7239%

-9 .9 e= n/a

Picnic Rock Pulloff

Turnaround area

Picnic Rock Pond

(Water source)

Prelim inary Plans

Not F or C onstr

D.40

N 48%%d 43’ 23" W

P C

.3

P T

.6

P C

.6

,5

.8

-0.5000%

50’ VC

K = 29

,6

.4

+1.2500% -0.6954%

45’ VC

K = 23

,5

.3

130’ VC

K = 64

,6

.3

+1.3423%

100’ VC

K = 21

-0.6954%

N

EXC.

CUYD

EMB.

CUYD

4268 4267 4266 4265 4264 4263 4262

2592 2592

2594 2594

2596 2596

2598 2598

2600 2600

2602 2602

2604 2604

2606 2606

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 = 37%%d 01’ 13" (RT)

R= 375.00’

T= 125.55’ L= 242.30’

Line to be constructed

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 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 R o a d w id th

, R

T W id e n to

, L

T

W id e n to

N 85%%d 44’ 3 6" W

D = 70%%d 02’ 05" (LT) R= 315.00’ T= 220.71’ L= 385.04’ e= 0.060 e= 0.060

Picnic Rock Pond

(Water source) t o

L t

S li v e r f il l, s e e S h e e t C

.2 f o r d e ta il s

Prelim inary Plans

Not F or C onstr