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Fort Sill NC Plan Set Reduced Amendment 1 4 of 11

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A PDF document (8.9 MB) attached to Fort Sill NC Gravesite Expansion and FCA Deficiencies 920CM3006, from the Department of Veterans Affairs. Due Oct 28, 2026, 12:00 PM (UTC-4).

File name: S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_4 of 11.pdf

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LEGEND AND SYMBOLS

CJ

CJ

CJ

CJ

CJ

TYP.

CJ

CONCRETE

EJ
C

J

EJ

FLOWER WATER STATION

TW= 1258.80

C

CJ

CJ

J

C

.8

C
J

J

8.0'

15.4'

CJ

J

.6

J

CONCRETE PAVING, SEE DETAIL B8/C-501.

3.

DOUBLE SIDED COLUMBARIUM WALL - TYP. SEE

ARCHITECTURAL COLUMBARIUM SHEETS A-106 AND A-107.

4.

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

C-507.

5.

8' BACKLESS BENCH, SEE SPECIFICATION 32 33 00 AND

DETAIL SHEET C-507.

TW= 1258.80

TW=

CJ

C

8.0'

CJ

EJ

J

CJ

EJ

=
TW

EJ

E

J

9.0'

CJ

CJ

J

23.5'

2.

TW=1258.80

C
C

E

J 29.0'

FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.

CJ

E
J

12.2'

1.

22.0'

18.9'

TW= 1258.65

J

J

CJ

C

J

EJ

J

E

C

42.3'

EJ

J

C
C

EJ

J

E

EJ

30.0'

8.0'
CJ

J
C

E

21.5'

8.0'

KEYED NOTES

E

EJ

CJ

TW= 1258.65

J

J

EJ

CJ

29.4'

CJ

1258.80

TW= 1258.65
TW= 1258.65

TW=

TW=1258.80

1258.65

TW= 1259.00

TW= 1259.00

TW

CJ

EJ

EJ

J

EJ

C

CJ

EJ

TW= 1265.15

=

18.4'

J

J

C

EJ

EJ

C

J

MATCHLINE

SEE SHEET C-404

E

J

J

J

CJ

J
C
TYP.
J
C
60.3'

J

18.9'
C

J

J

CJ

EJ

C
C

TW= 1259.00

J

CJ

E

C

15.4'

8.0'

EJ

C

CJ

CJ

FUTURE

COLUMBARIUM 'F'

POINT

NORTHING

EASTING

POINT

NORTHING

EASTING

521,885.49

1,863,768.09

521,782.97

1,863,871.31

521,882.94

1,863,838.24

521,712.82

1,863,868.77

521,844.54

1,863,873.93

521,677.13

1,863,830.37

521,808.03

1,863,872.59

521,678.47

1,863,793.85

521,808.14

1,863,869.59

521,681.47

1,863,793.96

521,843.41

1,863,870.88

521,680.18

1,863,829.23

521,879.99

1,863,836.89

521,714.17

1,863,865.81

521,882.49

1,863,767.98

521,783.08

1,863,868.31

521,871.25

1,863,770.48

521,780.58

1,863,857.08

521,844.27

1,863,769.49

521,781.57

1,863,830.09

521,842.99

1,863,804.46

521,746.60

1,863,828.81

521,812.49

1,863,832.81

521,718.25

1,863,798.31

521,811.54

1,863,858.71

521,692.35

1,863,797.36

521,808.54

1,863,858.60

521,692.46

1,863,794.36

521,809.54

1,863,831.46

521,719.60

1,863,795.36

521,840.04

1,863,803.11

521,747.95

1,863,825.86

521,841.38

1,863,766.38

521,784.68

1,863,827.21

521,871.36

1,863,767.48

521,783.58

1,863,857.19

E
E

J

8.0'

EJ

CJ

E

9.

=

TW

J
TW= 1259.15

J

EJ

CJ

TW= 1259.15

.0

CJ

CJ

23.5'

CJ

1265.00

TW= 1259.00

PROPOSED

COLUMBARIUM 'E'

J

EJ

EJ

TW=

CJ
CJ

J

CONTROL POINTS

55.7'

30.0'

EJ

TW= 1264.95

EJ

CJ

4.0'

J

8.0'

F

CJ

E

E
12.2'

EJ

D

CONTROL POINTS

21.5'

8.0'

C-401

CJ

EJ

52.9'

C-405

CJ

9.0'

CJ

J

E

10.8'

CJ

CJ

9.0'

C

TYP.

63.0'

4.0'

J

TYP.

CJ

CJ

E

CJ

CJ

CJ

29.4'

J

10.8'

C-405

R20.0'

EJ

EJ

CJ

37.6'

C

C-405

TW= 1259.00

19.0'

J

EJ

TW= 1265.00

22.0'

EJ

CJ

C

EJ

8.0'

C

11.2'

TW= 1265.00

CJ

J

C

TW= 1264.95

1264.95

11.0'

CJ

E

4.0'

TW= 1265.25

TW=

TYP.

EJ
C

C-402

C

29.7'

CJ

TW= 1259.15

TW= 1258.65

EJ

EJ

9.0'

TW= 1259.00

EJ

CJ

57.2'

TW= 1259.15

CJ

1259.15

EJ

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