DENA_10(27)_D_Sheets_Plans(D1 to D20).pdf

D.1

STATE PROJECT

29502950

N 67%%d 06’ 50" W

N 73%%d 30’ 04" W

N 69%%d 41’ 03" W N 78%%d 34’ 51" W

P O

T

.3

P C

.0

P T

.5

P C

.7

P T

.4

P C

.9

P T

.6

P C

.7

,9

.7

,9

.7

.5

40’ VC

K = 27

.0

.0

,9

.5

+0.4709%

60’ VC

K = 9

,9

.8

,9

.0

9 3

,9

.4

+3.7332%

40’ VC

K = 24

N

EXC.

CUYD

EMB.

CUYD

3882 3881 3880 3879 3878

2932 2940

2934 2942

2936 2944

2938 2946

2940 2948

2942 2950

2944 2952

2946 2954

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

, R

T

R o a d w id th

Existing ground

Profile grade

Profile grade

Existing ground

Line to be constructed

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 id th

3880+50End TypicalSection B

, L

T

W id e n to

SITE 73.50 P3

3880+79.09 Remove culvert Install 24" culvert

D = 3%%d 49’ 00" (RT)

R= 250.00’

T= 8.33’ L= 16.65’

D = 6%%d 23’ 13" (LT) R= 1,000.00’T= 55.80’

L= 111.48’

D = 8%%d 53’ 48" (LT) R= 500.00’ T= 38.90’ L= 77.64’

D = 4%%d 55’ 45" (RT)

R= 1,500.00’ T= 64.56’

L= 129.05’

BEGIN PROJECT

N=3449686.236

E=1555059.556

El.=2932.703

ALIGNMENT MAIN 2

AK PRA DENA 10(27)

MILE 80-84 REHABILITATION

DENALI PARK ROAD

3877+80

N 67%%d 06’ 50" W

, R

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

,9

.4

B e g in

T y p ic a l

S e c tio n B

Profile grade e=n/a e=n/a e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr uctio n

D.2

N 73%%d 39’ 06" W N 72%%d 28’ 02" W

N 76%%d 01’ 37" W

P T

.8

P C

.9

P T

.6

P C

.6

P R

C

.6

P T

.8

P C

.4

P T

.6

N 70%%d 51’ 21" W

,9

.4

40’ VC

K = 24

,9

.7

+2.0435% -2.6778%

55’ VC

K = 12

,9

.7

N

EXC.

CUYD

EMB.

CUYD

3888 3887 3886 3885 3884 3883 3882

2948 2948

2950 2950

2952 2952

2954 2954

2956 2956

2958 2958

2960 2960

2962 2962

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

Profile grade

= 4%%d 55’ 45" (RT)D

R= 1,500.00’

T= 64.56’ L= 129.05’

D = 1%%d 11’ 04" (RT)

R= 1,000.00’

T= 10.34’

L= 20.67’

D = 3%%d 57’ 22" (LT)

R= 1,000.00’ T= 34.54’ L= 69.05’

D = 5%%d 34’ 03" (RT) R= 1,000.00’

T= 48.62’

L= 97.17’

3884+23.41 Remove culvert Install 24" culvert

, L

T

R o a d w id th

3882+85, LTTaper to existing width

, 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

= 5%%d 10’ 15" (LT)DR= 1,000.00’

T= 45.16’ L= 90.25’

40’ VC

K = 24

,9

.4 e=n/a e=n/a e=n/a e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.3

N 76%%d 01’ 37" W

P T

.6

P C

.0

6 3

P C

.6

P T

.2

P T

.5

S 82%%d 53’ 28" W

N

EXC.

CUYD

EMB.

CUYD

3894 3893 3892 3891 3890 3889 3888

2954 2954

2956 2956

2958 2958

2960 2960

2962 2962

2964 2964

2966 2966

2968 2968

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

Line to be constructed

D = 21%%d 04’ 55" (LT)

R= 430.00’

T= 80.01’ L= 158.22’

D = 2%%d 55’ 15" (LT)

R= 5,000.00’

T= 127.47’

L= 254.88’

S 79%%d 58’ 14" We=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.4

0 2975

S 79%%d 58’ 14" W

S 87%%d 26’ 42" W N 88%%d 46’ 24" W S 85%%d 29’ 22" W

P C

.2

P T

.9

P C

.9

P T

.9

P T

.4

P C

.3

,9

.4

,9

.2

-1.9035%

-5.1840%

100’ VC

K = 30 2 ,9

.7

N

EXC.

CUYD

EMB.

CUYD

3900 3899 3898 3897 3896 3895 3894

2946 2946

2948 2948

2950 2950

2952 2952

2954 2954

2956 2956

2958 2958

2960 2960

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

R o a d w id th Profile gradeExisting ground

3895+40.69 Remove culvert Install 24" culvert

3899+62.46 Remove culvert Install 24" culvert

SITE 73.90 P2

Line to be constructed

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

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

D = 7%%d 28’ 28" (RT) R= 250.00’

T= 16.33’

L= 32.61’

D = 3%%d 46’ 54" (RT)

R= 2,500.00’ T= 82.53’

L= 165.01’

D = 5%%d 44’ 14" (LT) R= 500.00’

T= 25.05’

L= 50.07’ e=n/a e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.5

S 89%%d 10’ 08" W

N 80%%d 38’ 07" W

P C

.8

P T

.6

P C

.9

P T

.1

P C

.2

,9

.8

,9

.0

+4.9 140%

+0.4940%

150’ VC

K = 34

,9

.6

,9

.5

-1.7852%

70’ VC

K = 29

N

EXC.

CUYD

EMB.

CUYD

3906 3905 3904 3903 3902 3901 3900

2950 2950

2952 2952

2954 2954

2956 2956

2958 2958

2960 2960

2962 2962

2964 2964

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

3902+92.25 Remove culvert Install 24" culvert

Line to be constructed

, L

T

R o a d w id th

B e g in

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

, 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

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

, L

T

R T

B e g in

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

W id e n to

, L

T

R T

R o a d w id th

D = 3%%d 40’ 46" (RT) R= 4,000.00’

T= 128.48’

L= 256.87’ D = 10%%d 11’ 45" (RT) R= 400.00’

T= 35.68’ L= 71.18’

D = 4%%d 15’ 14" (LT) R= 2,000.00’

T= 74.28’L= 148.49’

70’ VC

K = 29

Profile grade

Existing ground

S 85%%d 29’ 22" W e=n/a e=n/a e=n/a

3905+10 to 3907+70, LT

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not fo r C onstr

D.6

S 70%%d 46’ 48" W

S 74%%d 44’ 04" W

P C

C

.7

P C

.0

P T

.0

P C

.0

P R

C

.9

P T

.2

,9

.9

70’ VC

K = 29

,9

.0

-4.2143%

100’ VC

K = 16

,9

.6

+2.1187%

+0.4451%

75’ VC

K = 45

,9

.9

N

EXC.

CUYD

EMB.

CUYD

3912 3911 3910 3909 3908 3907 3906

2948 2948

2950 2950

2952 2952

2954 2954

2956 2956

2958 2958

2960 2960

2962 2962

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

70’ VC

K = 29

Existing ground

Profile grade

3907+51.91 Remove culvert Install 24" culvert

SITE 74.10 P2

Line to be constructed

, 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

R T

W id e n to

D = 29%%d 20’ 47" (RT) R= 445.00’T= 116.52’

L= 227.93’

D = 26%%d 14’ 39" (LT)

R= 435.00’

T= 101.40’

L= 199.25’

D = 24%%d 19’ 51" (LT) R= 185.00’

T= 39.88’ L= 78.56’

D = 3%%d 57’ 16" (RT) R= 1,000.00’

T= 34.52’

L= 69.02’

D = 4%%d 15’ 14" (LT) R= 2,000.00’ T= 74.28’

L= 148.49’

, 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

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

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

3907+00 to 3907+70, RT

Sliver fill, see Sheet C.2 for details

3905+10 to 3907+70, LT

Sliver fill, see Sheet C.2 for details

Prelim inary Plans

Not fo r C onstr

D.7

S 77%%d 50’ 13" W

N 73%%d 21’ 43" W

P T

.1

P C

.5

P T

.7

P C

.1

N

EXC.

CUYD

EMB.

CUYD

3918 3917 3916 3915 3914 3913 3912

2936 2928

2938 2930

2940 2932

2942 2934

2944 2936

2946 2938

2948 2940

2950 2942

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

D = 28%%d 48’ 04" (RT) R= 450.00’ T= 115.55’ L= 226.20’

D = 26%%d 14’ 39" (LT)

R= 435.00’

T= 101.40’

L= 199.25’ e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.8

29102915

N 70%%d 23’ 48" W

S 77%%d 55’ 05" W

P C

.1

P T

.8

P C

.4

1 3

P T

.1

N

EXC.

CUYD

EMB.

CUYD

3924 3923 3922 3921 3920 3919 3918

2916 2890

2918 2892

2920 2894

2922 2896

2924 2898

2926 2900

2928 2902

2930 2904

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

Existing ground

Line to be constructed

D = 2%%d 57’ 55" (RT)

R= 1,000.00’ T= 25.88’

L= 51.76’

D = 31%%d 41’ 07" (LT)

R= 260.00’

T= 73.78’

L= 143.78’

N 73%%d 21’ 43" W e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.9

2890 2890

N 78%%d 00’ 20" W

P C

.1

P T

.7

P C

.3

N

EXC.

CUYD

EMB.

CUYD

3930 3929 3928 3927 3926 3925 3924

2886 2910

2888 2912

2890 2914

2892 2916

2894 2918

2896 2920

2898 2922

2900 2924

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 Existing ground

Line to be constructed

D = 24%%d 04’ 34" (RT) R= 675.00’

T= 143.95’L= 283.64’

= 13%%d 54’ 24" (LT) R= 675.00’ T= 82.32’ L= 163.83’

D

S 77%%d 55’ 05" W e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.10

P T

.1

P C

.8

S 88%%d 05’ 16" W

N

EXC.

CUYD

EMB.

CUYD

3936 3935 3934 3933 3932 3931 3930

2906 2906

2908 2908

2910 2910

2912 2912

2914 2914

2916 2916

2918 2918

2920 2920

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

Line to be constructed D = 13%%d 20’ 15" (RT) R= 675.00’

T= 78.92’

L= 157.13’

D = 13%%d 54’ 24" (LT)

R= 675.00’ T= 82.32’

L= 163.83’

GPS

TYLER

e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.11

N 78%%d 34’ 30" W

S 89%%d 20’ 05" W

P T

.0

P C

.2

P T

.3

P C

.3

P R

C

.0

N

EXC.

CUYD

EMB.

CUYD

3942 3941 3940 3939 3938 3937 3936

2906 2906

2908 2908

2910 2910

2912 2912

2914 2914

2916 2916

2918 2918

2920 2920

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

Line to be constructed

D = 12%%d 05’ 25" (LT)

R= 1,100.00’

T= 116.49’

L= 232.12’

D = 17%%d 57’ 31" (LT)

R= 420.00’ T= 66.37’

L= 131.64’

D = 38%%d 25’ 10" (RT) R= 190.00’

T= 66.20’ L= 127.40’

D = 13%%d 20’ 15" (RT) R= 675.00’

T= 78.92’

L= 157.13’ e=n/a e=n/a e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.12

N 70%%d 12’ 16" W

N 69%%d 09’ 16" W

S 5 4% d 2

0’ 0 3" W

P R

C

.0

P T

.4

P C

.4

P R

C

.6

P T

.1

P C

.1

1 3

P T

.6

P O

T

.8

MP 74.8

MP

4.8

N

EXC.

CUYD

EMB.

CUYD

3947 3946 3945 3944 3943 3942

2900 2900

2902 2902

2904 2904

2906 2906

2908 2908

2910 2910

2912 2912

2914 2914

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

SITE 74.81 P2

Line to be constructed

D = 38%%d 25’ 10" (RT)

R= 190.00’ T= 66.20’

L= 127.40’

D = 9%%d 15’ 43" (RT) R= 150.00’T= 12.15’

L= 24.25’

D = 8%%d 12’ 43" (LT)

R= 150.00’T= 10.77’

L= 21.50’

D = 56%%d 30’ 41" (LT)

R= 105.00’

T= 56.43’

L= 103.56’

N=3449965.48

E=1548276.07

El.=2904.457

ALIGNMENT MAIN 2

AK PRA DENA 10(27)

MILE 80-84 REHABILITATION

DENALI PARK ROAD

3947+25 e=n/a e=n/a e=n/a e=n/a

Moose Creek Pit

Staging, turnaround, and material processing

See Sheet F.3

SUSPEND PROJECT

3942+40 to 3943+50, RT

Slope shaping and

Additional clearing & grubbing

Prelim inary Plans

Not fo r C onstr

D.13

4102+75 to 4103+70, LT

Sliver fill, see Sheet C.2 for details

S d

W

S

6% d

W

N 88%%d 37’ 06" W

P O

T

.8

P C

.7

P T

.2

P C

.2

P T

.8

P C

.6

P T

.1

P C

.0

P T

.7

S 70%%d 30’ 57" W

N 78%%d 28’ 53" W

,8

.0

5.7

167% 100’ VC

K = 12

,8

.1

-2.3200%

45’ VC

K = 41

,8

.3

-1.2308%

-3.1427%

85’ VC

K = 44

,8

.9

,8

.0

K = 12

K = 44

,8

.9

,8

.9

,8

.9

N

EXC.

CUYD

EMB.

CUYD

4106 4105 4104 4103 4102 4101 4100

2820 2812

2822 2814

2824 2816

2826 2818

2828 2820

2830 2822

2832 2824

2834 2826

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

RESUME PROJECT

N=34251019.49

E=1533377.97

El.=2826.002

Existing ground

Profile grade

Existing ground

, 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

D = 24%%d 11’ 48" (RT) R= 205.00’

T= 43.94’ L= 86.57’

D = 31%%d 00’ 10" (RT)

R= 160.00’

T= 44.38’

L= 86.58’

D = 10%%d 08’ 13" (LT)

R= 665.00’

T= 58.98’

L= 117.65’

SITE 77.95 P1

ALIGNMENT MAIN

AK PRA DENA 10(27)

MILE 80-84 REHABILITATION

DENALI PARK ROAD

4099+62

P O

T

.8

4100+00, L T

R T

B egin T ypical

Section B

W iden to 24’

4100+ 70, L

T

R T

24’ R oad w idth

, 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

P C

.7

D = 10%%d 52’ 18" (RT)

R= 150.00’ T= 14.27’

L= 28.46’ e=n/a e=0.060 e=0.060 e=n/a

4100+35 to 4104+00, RT

Slope shaping

Prelim inary Plans

Not fo r C onstr

D.14

N 76%%d 47’ 05" W

P C

.2

P T

.2

P C

.5

P T

.0

0 4

P C

.9

P T

.5

N 80%%d 08’ 17" W

,8

.7

,8

.0

-2.7677%

50’ VC

,8

.9

-7 .1

-3.0576%

45’ VC

,8

.2

K = 11

K = 11

N

EXC.

CUYD

EMB.

CUYD

4112 4111 4110 4109 4108 4107 4106

2802 2794

2804 2796

2806 2798

2808 2800

2810 2802

2812 2804

2814 2806

2816 2808

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

Profile grade

Line to be constructed

, L

T

R T

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

, L

T

R T

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

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

D = 8%%d 28’ 49" (RT) R= 250.00’T= 18.53’

L= 37.00’

D = 3%%d 21’ 13" (RT) R= 3,000.00’

T= 87.82’

L= 175.59’

D = 4%%d 09’ 22" (LT)

R= 1,000.00’

T= 36.28’

L= 72.54’

N 88%%d 37’ 06" W

, L

T

R T

B e g in

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

W id e n to

, L

T

R T

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

Prelim inary Plans

Not fo r C onstr

D.15

2790 2

N 80%%d 56’ 27" W

P T

.5

P C

.0

P T

.2

P C

.9

N 39% d 05’ 40" W

N

EXC.

CUYD

EMB.

CUYD

4118 4117 4116 4115 4114 4113 4112

2788 2788

2790 2790

2792 2792

2794 2794

2796 2796

2798 2798

2800 2800

2802 2802

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

Line to be constructed

D = 41%%d 50’ 47" (RT) R= 240.00’

T= 91.76’ L= 175.29’

D = 4%%d 09’ 22" (LT)

R= 1,000.00’T= 36.28’

L= 72.54’e=n/a e=n/a

4115+40 to 4116+90

Slope shaping

Prelim inary Plans

Not fo r C onstr

D.16

P T

.2

P C

.9

P T

.8

P C

.5

P T

.0

N 39%%d 05’ 40" W

N 29%%d 53’ 16" W

N

EXC.

CUYD

EMB.

CUYD

4124 4123 4122 4121 4120 4119 4118

2796 2804

2798 2806

2800 2808

2802 2810

2804 2812

2806 2814

2808 2816

2810 2818

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

D = 9%%d 12’ 24" (RT) R= 1,250.00’

T= 100.65’ L= 200.86’

D = 6%%d 35’ 16" (RT)

R= 1,500.00’

T= 86.33’ L= 172.47’

Existing ground

Line to be constructed

D = 41%%d 50’ 47" (RT)

R= 240.00’

T= 91.76’

L= 175.29’ e=n/a e=n/a e=n/a

Prelim inary Plans

Not fo r C onstr

D.17

P T

.0

P C

.0

6 4

P C

C

.7

N 23% d 18’ 00" W

N

EXC.

CUYD

EMB.

CUYD

4130 4129 4128 4127 4126 4125 4124

2812 2812

2814 2814

2816 2816

2818 2818

2820 2820

2822 2822

2824 2824

2826 2826

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 = 60%%d 48’ 13" (LT)

R= 245.00’ T= 143.75’ L= 260.00’

D = 50%%d 32’ 08" (LT)

R= 350.00’T= 165.20’

L= 308.70’

D = 6%%d 35’ 16" (RT) R= 1,500.00’ T= 86.33’ L= 172.47’ e=n/a e=n/a e=n/a

Prelim inary Plans

Not F or C onstr

D.18

S 45%%d 21’ 39" W

P T

.7

N

EXC.

CUYD

EMB.

CUYD

4136 4135 4134 4133 4132 4131 4130

2800 2784

2802 2786

2804 2788

2806 2790

2808 2792

2810 2794

2812 2796

2814 2798

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

D = 60%%d 48’ 13" (LT)

R= 245.00’

T= 143.75’ L= 260.00’ e=n/a

Prelim inary Plans

Not F or C onstr

D.19

S 62%%d 36’ 59" W

P C

.5

P T

.0

0 4

1 4

N

EXC.

CUYD

EMB.

CUYD

4142 4141 4140 4139 4138 4137 4136

2772 2764

2774 2766

2776 2768

2778 2770

2780 2772

2782 2774

2784 2776

2786 2778

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 = 17%%d 15’ 20" (RT)

R= 925.00’T= 140.35’

L= 278.58’

S 45%%d 21’ 39" W e=n/a

Prelim inary Plans

Not F or C onstr

D.20

02765

S 77%%d 45’ 13" W

P C

.4

P T

.4

P C

.7

N

EXC.

CUYD

EMB.

CUYD

4148 4147 4146 4145 4144 4143 4142

2754 2754

2756 2756

2758 2758

2760 2760

2762 2762

2764 2764

2766 2766

2768 2768

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

Existing ground

D = 15%%d 08’ 14" (RT) R= 575.00’

T= 76.40’

L= 151.91’

S 62%%d 36’ 59" W e=n/a

Prelim inary Plans

Not F or C onstr