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Fort Sill NC Plan Set Reduced Amendment 1 8 of 11

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A PDF document (6.8 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_8 of 11.pdf

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NICHE TYPE

F8

F6

A-301

A-301

A1
A-207

UNIT W X H

7 WIDE

QTY

X 3 HIGH

#NICHES TOTAL

A

A
30' - 11 3/4"
5' - 10 5/8"

22' - 5 1/4"

2' - 7 3/4"

7 NICHE WIDE UNIT

8 NICHE WIDE UNIT

5' - 9 3/4"

7 NICHE WIDE UNIT

4' - 0"

D6
A-106

2' - 7 1/2"

4' - 0"

F1

F8

7 WIDE

X 5 HIGH

8 WIDE

X 3 HIGH

8 WIDE

X 5 HIGH

1200

9 WIDE

X 3 HIGH

A-302

8 NICHE WIDE UNIT

A-302

7 NICHE WIDE UNIT

F6
A-206

8 NICHE WIDE UNIT

F8

7 NICHE WIDE UNIT

TOTAL NICHE COUNT

F1
A-206

8 NICHE WIDE UNIT

U

N

IT

8 NICHE WIDE UNIT

70' - 10"

65' - 2 5/8"

D1
A-205

STONE VENEER. PROVIDE

WEEPS @24" O.C.

ID
E
W
HE
IC

N

A-301

IT
N
U
ID
E
HE

W

F8

1/
8"

CONCRETE FOUNDATION BEYOND

STAINLESS STEEL ANCHOR

BOLT (2) PER NICHE UNIT, TYP.
MARBLE NICHE COVER, TYP.

AIR SPACE

RECESSED LIMESTONE

COLUMBARIUM ID PANEL,

SEE DETAIL D5/A-502

PRECAST CLOSED-CLOSED

NICHES UNIT

3/4" X 5 1/4" X LENGTH VARIES

WHITE MARBLE SIDE FILLER

C

STONE VENEER

A-302

'-

'-

CAST-IN-PLACE CONCRETE

COLUMN

F4

1/
4"

N

IC

A-301

1 FT DECORATIVE GRAVEL

AND DRAINAGE STRIP

1/2" WIDE JOINT WITH BACKER

ROD AND SEALANT

STAINLESS STEEL

ANCHORS

8 NICHE WIDE UNIT

D1
A-207

3/4" X 5 1/4" X LENGTH VARIES

WHITE MARBLE SIDE FILLER

CAST-IN-PLACE

CONCRETE COLUMN

F6

B

8 NICHE WIDE UNIT

8 NICHE WIDE UNIT

F1
A-205

C

2,058

7 NICHE WIDE UNIT

B1
A-207

29' - 7 1/8"

B

37' - 2 1/8"

A-301

8 NICHE WIDE UNIT

IT

E1
A-206

N

IC

HE

W

8 NICHE WIDE UNIT

ID
E

U

N

IT

N

IC

HE

W

ID
E

U

N

D

ENLARGED COLUMBARIUM WALL PLAN

1/2" = 1'-0"

N

IT

7 NICHE WIDE UNIT

3' - 10 5/8"

D

HE

W

ID
E

U

D6

N

IC

F8

N
U
ID
E

D1
A-206

N

IC

HE

W

IT

E1
A-207

7 NICHE WIDE UNIT

27' - 11 1/2"
21' - 5 1/4"

IT

A-301

U

N

A1
A-206

E

5/
8"

'-

'52

IC
N

A-302

2' - 7 5/8"

W

ID
E

U

3/
8"

N

IT

F4

HE

E

N

7 NICHE WIDE UNIT

IC

HE

W

ID
E

C1
A-205

HE

W

ID
E

U

N

IT

4' - 0"

IC

C8
A-206

N

F8

F4
IT

C1
C7
A-210
A-206

U

N

A-302

N

IC

HE

W

ID
E

A-302

8 NICHE WIDE UNIT

8 NICHE WIDE UNIT

8 NICHE WIDE UNIT

7 NICHE WIDE UNIT

4' - 0"

C6
A-206

2' - 8"

31' - 7 1/8"

F

COURT E

37' - 1 3/4"

F

A1
A-205

COURT E PLAN

3/16" = 1'-0"

CONSULTANT

ARCHITECT/ENGINEER OF RECORD

SEAN

COLO

Hamilton, MT 59840

00404366

A

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

720.491.7559; Sean Fitzpatrick

Date:

M

RC

Phone: (406) 218 - 9980
9980

DO L I C

RA . F ITZPA E

TR

371 Zimmerman Lane

VA FORM 08 - 6231

Drawing Title

STAMP

ED

NS ICK

JD Engineering, PC

Revisions:

9"

1.5'

Custom= 1'=0"

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