Fort Sill NC Plan Set Reduced Amendment 1 8 of 11
Updated
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
The full file is for paid members, or buy this bid alone.
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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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Other documents in this bid
- Bid document
- Attachment 11: Fort Sill NC Plan Set Reduced 9 of 11
- Attachment 12: Fort Sill NC Plan Set Reduced 10 of 11
- Attachment 1: Fort Sill NC Invitation for Bids Statement of Work
- Attachment 2: Fort Sill NC Combined Specifications
- Attachment 3: Fort Sill NC Plan Set Reduced 1 of 11
- Attachment 6: Fort Sill NC Plan Set Reduced 4 of 11
- Attachment 7: Fort Sill NC Plan Set Reduced 5 of 11
- Attachment 9: Fort Sill NC Plan Set Reduced 7 of 11
- Prebid Request for Information Fort Sill Gravesite Expansion and FCA
- Bid document
- Fort Sill NC Plan Set Reduced Amendment 1 of 11