Attachment 6: Fort Sill NC Plan Set Reduced 4 of 11

TW= 1258.80

TW=
1258.80

TW= 1258.65

TW=1258.80

TW=

1258.65

TW= 1258.65

TW= 1259.00

TW= 1259.00

CJ

CJ

CJ

C-405
J
J

TYP.

8.0'

11.0'
J

J

C

J

11.0'
E

EJ

J

C
J

E

4.0'

J

E

12.2'
EJ

J

J

J

C

23.5'

C

E

29.4'

CJ

J

J

J

C

CJ

C

4.0'

EJ

J

CJ

CJ

CJ

J

9.0'

FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.

2.

CONCRETE PAVING, SEE DETAIL B8/ C-501.

3.

SINGLE SIDED COLUMBARIUM WALL - TYP. SEE

ARCHITECTURAL COLUMBARIUM SHEET A-105.
B

18.9'

C

C

56.6'

1.

CJ

E

CJ

B

15.4'

EJ

CJ

C-401

J

CJ

J

E

CJ

J

CJ

8.0'

C

EJ

C

30.0'

4.0'

J

CJ

KEYED NOTES

E

21.5'

C

EJ

CJ

J

J

EJ

E

C

CJ

J

8.0'

EJ

CJ

TOP OF FOUNDATION

WALL ELEVATION

TW = 1262.25

E

EJ

CJ

CJ

C-405

EXPANSION JOINT

J

9.0'
4.0'

CONTROL JOINT

C

8.0'

18.4'

J

19.0'

E

PROPOSED

COLUMBARIUM 'C'

EJ

CJ

C

CJ

CJ

9.0'

A

BENCH

C

EJ

EJ

EJ

4.0'

TYP.

EJ

CJ

EJ

EXISTING

COLUMBARIUM 'B'

FLOWER WATER STATION

CJ

52.86'

6.0'

48.3'

CJ

CJ

CJ

C-405

EJ

CJ

EJ

TW= 1265.00
TW= 1265.15

TYP.

EJ

1265.00

CJ
8.0'

CONCRETE

TW=

EJ

8.0'
CJ

TW= 1264.95

TW= 1265.00

TW= 1264.95

CJ

TW= 1265.25

1264.95

TW= 1259.00
1259.15
TW=

TW= 1259.15

C-402
TW=

TW= 1259.15

1259.00
TW=

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

EXISTING POND

TW= 1265.00

C-403
EJ

LEGEND AND SYMBOLS

TW= 1258.65

A

C-404

8.0'

4.

DOUBLE SIDED COLUMBARIUM WALL - TYP. SEE

ARCHITECTURAL COLUMBARIUM SHEET A-105.

5.

6' BENCH, 6 NEW AND 1 RELOCATED FROM COLUMBARIUM

'B' REMOVAL. SEE SPECIFICATION 32 33 00 AND DETAIL

SHEET C-507.

6.

8' BENCH, SEE SPECIFICATION 32 33 00 AND DETAIL SHEET

C-507.

7.

8' BACKLESS BENCH, SEE SPECIFICATION 32 33 00 AND

DETAIL SHEET C-507.

EJ

CJ
EJ

C
J

CJ

16.2'

J

CJ

CJ

EJ

J
CJ

C

E

8.0'

CJ

EJ

CJ
EJ

3.5'

C

C

TYP.

49.3'

EXISTING

COLUMBARIUM 'A'

D

EXISTING

COLUMBARIUM 'D'

TW= 1265.25

D

TW= 1264.95

=
TW

.9

TW= 1265.00

E

CONTROL POINTS

TW= 1265.00

POINT

NORTHING

EASTING

POINT

NORTHING

EASTING

521,778.52

1,864,160.23

521,691.18

1,864,274.13

521,778.03

1,864,173.72

521,691.26

1,864,271.96

521,775.86

1,864,173.64

521,704.75

1,864,272.46

521,776.35

1,864,160.15

521,764.87

1,864,173.24

521,777.62

1,864,184.71

521,737.89

1,864,172.25

521,775.57

1,864,240.86

521,736.60

1,864,207.22

521,737.93

1,864,275.84

521,706.10

1,864,235.57

521,715.66

1,864,275.02

521,705.15

1,864,261.46

521,715.74

1,864,272.86

521,702.16

1,864,261.35

521,737.11

1,864,273.64

521,703.15

1,864,234.21

521,773.43

1,864,239.89

521,733.65

1,864,205.87

521,775.46

1,864,184.63

521,735.00

1,864,169.14

521,704.67

1,864,274.62

521,764.98

1,864,170.24

=

TW

TW= 1264.95

CONTROL POINTS

E

.0

TW= 1265.00

TW= 1265.15

F

F

* CONTROL POINTS AT FRONT FACE OF FOUNDATION WALL

1 INCH =10 FEET

CONSULTANT

ARCHITECT/ENGINEER OF RECORD