S02_Att 10_Fort Sill NC 920CM3006 Plan Set Reduced 8 of 11.pdf
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- Solicitation number
- 36C78626B0030
About this file
These are architectural bid documents for the Fort Sill Gravesite Expansion and Cemetery FCA Improvements project located in Elgin, Oklahoma. The documents were issued on July 1, 2026, by the U.S. Department of Veterans Affairs, National Cemetery Administration, Design and Construction Service. The project architect/engineer of record is JD Engineering, PC, located in Hamilton, Montana, with Sean M. Fitzpatrick serving as the licensed architect (Colorado License No. C00404366).
The bid documents contain detailed architectural drawings and plans for columbarium court expansions and improvements at Fort Sill National Cemetery. The work includes construction of multiple niche units across Courts C, E, and H, with a total of 2,058 niche spaces planned. The niche units vary in configuration (7 wide x 3 high, 7 wide x 5 high, 8 wide x 3 high, 8 wide x 5 high, and 9 wide x 3 high) with quantities ranging from 4 to 30 units per configuration type. Construction details include precast closed-closed niche units, cast-in-place concrete columns, limestone columbarium ID panels, stone veneer with weeps at 24-inch on-center spacing, stainless steel anchors, marble niche covers, limestone caps with continuous drip edges and chamfered V-groove details, and decorative gravel drainage strips. The documents also contain elevation drawings and specifications for an associated Admin Building Renovation, which includes removal and restoration of cracked stone masonry, replacement of windows with prefinished insulated aluminum units, and concrete slab leveling work. The project point of contact is Homayoun Kazemipour at the Department of Veterans Affairs, NCA, with email contact at homayoun.kazemipour@va.gov and phone at 720.491.7559.
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C1
A-205
A1
A-205
D1
A-205
F1
A-205
C1
A-206
A1
A-206
D1
A-206
____E1
A-207
D1
A-207
E1
A-206
F1
A-206
B1
A-207
F6
A-206
A1
A-207
F8
A-302
F6
A-301
F4
A-302
F8
A-301
F8
A-301
F8
A-301
F8
A-301
F8
A-302
F4
A-302
F4
A-302
37' - 1 3/4"
30' - 11 3/4"
/8
/4
/2
/8
A-106
D6
F1
A-302
C7
A-210
F6
A-301
7 NICHE WIDE UNIT 7 NICHE WIDE UNIT 8 NICHE WIDE UNIT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 7 NICHE WIDE UNIT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H E W
ID
E U
N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
C8
A-206
C6
A-206
4' - 0"
5' - 10 5/8" 22' - 5 1/4" 2' - 7 3/4"
/8
/4
/8
/8
/4
/8
4' - 0"
/2
/8
3/
8"
2' - 8" 31' - 7 1/8"
1/2" WIDE JOINT WITH BACKER
ROD AND SEALANT
MARBLE NICHE COVER, TYP.
STAINLESS STEEL ANCHOR
BOLT (2) PER NICHE UNIT, TYP.
STAINLESS STEEL
ANCHORS
STONE VENEER. PROVIDE
WEEPS @24" O.C.
CONCRETE FOUNDATION BEYOND
1 FT DECORATIVE GRAVEL
AND DRAINAGE STRIP
RECESSED LIMESTONE
COLUMBARIUM ID PANEL,
SEE DETAIL D5/A-502
STONE VENEER
CAST-IN-PLACE CONCRETE
COLUMN
CAST-IN-PLACE
CONCRETE COLUMN
AIR SPACE
PRECAST CLOSED-CLOSED
NICHES UNIT
3/4" X 5 1/4" X LENGTH VARIES
WHITE MARBLE SIDE FILLER
3/4" X 5 1/4" X LENGTH VARIES
WHITE MARBLE SIDE FILLER
NICHE TYPE UNIT W X H QTY #NICHES TOTAL
7 WIDE X 3 HIGH
7 WIDE X 5 HIGH
8 WIDE X 3 HIGH
8 WIDE X 5 HIGH
9 WIDE X 3 HIGH
TOTAL NICHE COUNT
2,058
07/01/26
00404366C O
LO
RADO L ICENS
E
D
A
RC H I T EC
T
S
EA
N
M. F ITZPATR
IC
K
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
N/A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
7 8 9 10321 4 5 6
07/01/2026
National Cemetery Administration
Design and Construction Service
JD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
Elgin, OK
N/A
U.S. Department of Veterans Affairs
BID DOCUMENTS FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433
Location
920CM3006
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
A-106
COLUMBARIUM COURT E PLAN
SF IN
3/16" = 1'-0" F1
COURT E PLAN
1.5'0 5" 9"
2"0
Custom3/16" = 1'=0"
COURT E
1/2" = 1'-0" D6
ENLARGED COLUMBARIUM WALL PLAN
Revisions: Date:
C1
A-205
D1
A-205
F1
A-205
C1
A-206
A1
A-206
D1
A-206
D1
A-207
E1
A-206
F1
A-206
F6
A-206
F8
A-302
F6
A-301
F4
A-302 C1
A-208
A1
A-208
D1
A-208
F1
A-208
C1
A-209
A1
A-209
D1
A-209
E1
A-209
F1
A-209
F6
A-209
E1
A-210
D1
A-210
B1
A-210
A1
A-210
F8
A-301
F4
A-302
F8
A-302
F4
A-302
F8
A-301
F8
A-301
F8
A-301
A-107
B7
71' - 0 3/4"
52' - 10 3/4"
/8
27' - 11 1/2"
41' - 5 7/8"
37' - 1 3/4"
/4
C7
A-209
C8
A-209
C7
A-210
F6
A-301
F6
A-301
8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT
8 N
IC
H E W
ID
E U
N
IT
8 N
IC
H E W
ID
E U
N
IT
7 N
IC
H E W
ID
E U
N
IT
7 N
IC
H E W
ID
E U
N
IT
8 N
IC
H E W
ID
E U
N
IT
8 N
IC
H E W
ID
E U
N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
N
IC
H
E W
ID
E
U N
IT
7 NICHE WIDE UNIT7 NICHE WIDE UNIT7 NICHE WIDE UNIT 8 NICHE WIDE UNIT
9 N
IC
H E W
ID
E U
N
IT
9 N
IC
H E W
ID
E U
N
IT
9 N
IC
H E W
ID
E U
N
IT
9 N
IC
H E W
ID
E U
N
IT
7 NICHE WIDE UNIT 7 NICHE WIDE UNIT 7 NICHE WIDE UNIT
2' - 7 5/8"21' - 5 1/4"
36' - 7 1/8"
5' - 9 3/4" 29' - 7 1/8"
/8
/4
/4
4' - 0"
2' - 7 1/2" 65' - 2 5/8"
46' - 11 3/8"
/8
NICHE TYPE UNIT W x H QTY #NICHES TOTAL
7 WIDE X 3 HIGH
7 WIDE X 5 HIGH
8 WIDE X 3 HIGH
8 WIDE X 5 HIGH
9 WIDE X 3 HIGH
TOTAL NICHE COUNT
2,058
STONE VENEER, PROVIDE
WEEPS @ 24" O.C.
AIR SPACE
1/2" WIDE JOINT WITH
BACKER ROD AND SEALANT
MARBLE NICHE COVER, TYP.
CONCRETE FOUNDATION
BEYOND
1 FT DECORATIVE GRAVEL
AND DRAINAGE STRIP
STAINLESS STEEL ANCHOR
BOLT (2) PER NICHE UNIT, TYP.
CAST-IN-PLACE
CONCRETE COLUMN
STONE VENEER, PROVIDE
WEEPS @ 24" O.C.
STAINLESS STEEL
ANCHORS
3/4" X 5 1/4" X LENGTH VARIES
WHITE MARBLE SIDE FILLER
3/4" X 5 1/4" X LENGTH VARIES
WHITE MARBLE SIDE FILLER
RECESSED LIMESTONE
COLUMBARIUM ID PANEL
PRECAST CLOSED-CLOSED
NICHES UNIT
07/01/26
00404366C O
LO
RADO L ICENS
E
D
A
RC H I T EC
T
S
EA
N
M. F ITZPATR
IC
K
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
N/A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
7 8 9 10321 4 5 6
07/01/2026
National Cemetery Administration
Design and Construction Service
JD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
Elgin, OK
N/A
U.S. Department of Veterans Affairs
BID DOCUMENTS FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433
Location
920CM3006
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
A-107
COLUMBARIUM COURT H PLAN
SF IN
3/16" = 1'-0" F1
COURT H PLAN 1.5'0 5" 9"
2"0
Custom3/16" = 1'=0"
COURT H
1/2" = 1'-0" B7
ENLARGEED COLUMBARIUM WALL PLAN
PT
= 53
+06.1
PT = 54+50.16
PT
= 53
+06.1
PT = 54+50.16
57' - 5 1/4"
' - 4
/8
' - 2
/8
' - 2
/8
' - 0
/8
' - 1
/8
' - 0
/8
' - 0
/8
' - 1
/8
' - 1
/8
' - 1
/8
' - 3
/2
7' - 0" 2' - 11 5/8" 3' - 1 3/8" 2' - 11 5/8" 3' - 0 5/8" 3' - 0 5/8" 2' - 11 5/8" 3' - 1 3/8" 2' - 11 5/8" 2' - 11 5/8"
3' - 0 5/8"
3' - 0 5/8"
3' - 0 5/8"
2' - 11 5/8"
3' - 0 5/8"
3' - 1"
2' - 11 5/8"
3' - 0 5/8"
3' - 0 5/8"
2' - 11 5/8"
2' - 11 5/8"
2' - 11 5/8" 3' - 0 5/8" 3' - 0 5/8" 2' - 11 5/8" 2' - 11 5/8" 2' - 11 5/8"
2' - 11 5/8" 2' - 11 5/8" 3' - 0 1/2" 3' - 0 1/2" 2' - 11 5/8" 3' - 1 3/8" 2' - 11 5/8" 2' - 11 5/8" 3' - 1 3/8" 3' - 0 1/2" 3' - 0 1/2" 2' - 11 5/8" 3' - 1 3/8" 2' - 11 5/8" 2' - 11 5/8" 3' - 3 3/4" 2' - 3 3/8"
' - 1
/8
' - 1
/8
' - 1
/8
4' - 7 3/8"
3' - 0 1/2"
3' - 0 1/2"
2' - 11 5/8"
3' - 0 1/2"
3' - 0 1/2"
2' - 11 5/8"
3' - 0 1/2"
3' - 0 1/2"
2' - 11 5/8"
3' - 0 1/2"
3' - 0 1/2"
2' - 11 5/8"
3' - 0 1/2"
3' - 0 1/2"
' - 1
/8
' - 0
/2
' - 0
/2
' - 1
/8
' - 0
/2
' - 0
/8
4' - 0"
4' - 0"
2' - 11 5/8"2' - 11 5/8"
3' - 1 3/8"
2' - 11 5/8"
10 20 30 40 501
1 1
10 9
1 10 20 30
11 12
102030
71 6
1 10 20
11020
2' - 11 5/8" 3' - 4 3/8"
3' - 6 1/4"
3' - 11 1/4"
' - 1
/8
4' - 10 3/4"
52' - 3"
' - 4
/4
41' - 7 5/8"
37' - 2 7/8"
' - 9
/8
A-108 C8
3' - 0 3/8"
RECESSED LIMESTONE
COLUMBARIUM ID PANEL, SEE
D5/A-502
CAST ALUMINUM COLUMN NUMBERS
(1-EVERY 10 SPACES) AND ROW
LETTERS (2-EACH ROW), SEE B1/A-502
LEGEND
COURT C
2' - 11" 2' - 11 5/8" 3' - 0 3/8" 2' - 11 5/8" 3' - 4 3/8"
/2
07/01/26
00404366C O
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RADO L ICENS
E
D
A
RC H I T ECT
SE
A
N
M. F ITZPATR
ICK
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
N/A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
7 8 9 10321 4 5 6
07/01/2026
National Cemetery Administration
Design and Construction Service
JD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
Elgin, OK
N/A
U.S. Department of Veterans Affairs
BID DOCUMENTS FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433
Location
920CM3006
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
A-108
COLUMBARIUM C CAP &
NUMBERING PLAN
SF JP
3/16" = 1'-0" F1
COURT C CAP AND NUMBERING PLAN
1.5'0 5" 9"
2"0
Custom3/16" = 1'=0"
KEY PLAN
1/2" = 1'-0" C8
CAP PLAN - COLUMBARIUM C
EDGE OF STONE,
COLUMN BELOW
EDGE OF NICHE
WALL, BELOW
3/8" JOINT WITH BACKER
ROD AND SEALANT, TYP.
CAP PIN, (4) EA. PER CAP AT
COLUMBARIUM WALL, FIELD
VERIFY LOCATION
CAP PIN, (2) EA. PER
CAP AT END
COLUMNS, TYP.
CUT LIMESTONE CAPCONTINUOUS DRIP
CHAMFERED V-SHAPE
GROOVE ON ALL CAP SIDES
RECESSED LIMESTONE
COLUMBARIUM ID PANEL, SEE
D5/A-502
CAST ALUMINUM COLUMN NUMBERS
(1-EVERY 10 SPACES) AND ROW
LETTERS (2-EACH ROW), SEE B1/A-502
LEGEND
/4
4' - 8"
/8
/8
/2
/8
/8
/2
/8
/8
/8
/8
/2
/8
/8
/2
/8
/8
/8
/8
/2
/8
/8
/4
4'
1/
2"
2'
/8
2'
/8
3'
1/
2"
2'
/8
3'
5/
8"
3'
5/
8"
2'
/8
3'
1/
2"
2'
/8
3'
1/
2"
2'
/8
2'
/8
3'
1/
2"
2'
/8
3'
5/
8"
2'
2' - 10 7/8" 2' - 11 5/8" 3' - 1 1/2" 3' - 1 1/2" 2' - 11 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 3' - 0 5/8" 3' - 0 5/8" 2' - 11 5/8" 4' - 0 7/8"
4' - 8"
/4
/8
/8
/2
/8
/2
/8
/8
/4
3'
3/
4"
2'
/8
2'
/8
3'
5/
8"
3'
5/
8"
2'
/8
3'
5/
8"
3'
5/
8"
2'
/8
3'
5/
8"
3'
5/
8"
2'
/8
3'
1/
2"
3'
1/
8"
/4
/8
/8
/8
/8
/8
/2
/8
/2
/8
/8
/4
7' - 3 1/4" 2' - 11 5/8" 3' - 0 5/8" 3' - 0 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 3' - 0 5/8" 2' - 11 1/4"
1 10 20
11020
/2
/8
/8
31' - 7 5/8"
1 1
102030
1 10 20 30
/8
37' - 7 5/8"
/4
A-109
C6
4"
3 5/8"
5 3/4"
COURT E
4"
4"
4"
7' - 3 1/4" 2' - 11 5/8" 3' - 0 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 3' - 0 5/8" 2' - 11 1/4"
/4
/4
" 4
3' - 0 5/8"
07/01/26
00404366C O
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RADO L ICENS
E
D
A
RC H I T EC
T
S
EA
N
M. F ITZPATR
IC
K
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
N/A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
7 8 9 10321 4 5 6
07/01/2026
National Cemetery Administration
Design and Construction Service
JD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
Elgin, OK
N/A
U.S. Department of Veterans Affairs
BID DOCUMENTS FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433
Location
920CM3006
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
A-109
COLUMBARIUM E CAP &
NUMBERING PLAN
SF JP
3/16" = 1'-0" F1
COURT E CAP AND NUMBERING PLAN
1.5'0 5" 9"
2"0
Custom3/16" = 1'=0"
KEY PLAN
1/2" = 1'-0" C6
ENLARGED CAP PLAN
EDGE OF STONE,
COLUMN BELOW
EDGE OF NICHE
WALL, BELOW
3/8" JOINT WITH BACKER
ROD AND SEALANT, TYP.
CAP PIN, (4) EA. PER CAP AT
COLUMBARIUM WALL, FIELD
VERIFY LOCATION
CAP PIN, (2) EA. PER CAP AT
END COLUMNS, TYP.
CUT LIMESTONE CAP
CONTINUOUS DRIP CHAMFERED V-
SHAPE GROOVE ON ALL CAP SIDES
2' - 11 1/4"
3' - 0 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 3' - 0 5/8" 3' - 0 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 3' - 0 5/8" 3' - 0 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 2' - 11 5/8" 4' - 4 3/4"
4' - 2 1/2"
2' - 11 5/8"
2' - 11 5/8"
3' - 1 1/2"
2' - 11 5/8"
3' - 0 5/8"
3' - 0 5/8"
2' - 11 5/8"
3' - 1 1/2"
2' - 11 5/8"
3' - 1 1/2"
2' - 11 5/8"
2' - 11 5/8"
3' - 1 1/2"
2' - 11 5/8"
3' - 0 5/8"
2' - 11"
/8
/8
/2
/2
/8
/8
/2
/8
/8
/8
/8
/8
4' - 8"
' - 8
3' - 0 1/4"2' - 11 5/8"2' - 11 5/8"3' - 1 1/2"2' - 11 5/8"3' - 1 1/2"2' - 11 5/8"3' - 0 5/8"3' - 11 3/4"
3' - 5 3/4"
2' - 11 5/8"
2' - 11 5/8"
3' - 0 5/8"
3' - 0 5/8"
2' - 11 5/8"
3' - 0 5/8"
3' - 0 5/8"
2' - 11 5/8"
3' - 0 5/8"
3' - 0 5/8"
2' - 11 5/8"
3' - 1 1/2"
3' - 3 1/8"
2' - 7 1/4"
2' - 11 5/8"2' - 11 5/8"3' - 0 5/8"3' - 0 5/8"2' - 11 5/8"3' - 1 1/2"2' - 11 5/8"3' - 1 1/2"2' - 11 5/8"3' - 0 5/8"6' - 1 1/4"
/4
/8
/8
/8
/8
/2
/8
/8
/4
37' - 4 1/2"
41' - 5 5/8"
28' - 5 1/8"
/8
71' - 6 3/8"
/8
53' - 0 1/4"
131212
10 20 30 40 50 60
1102030405060
11020
1 10 20
11020
1 10 20
A-110
C6
RECESSED LIMESTONE
COLUMBARIUM ID PANEL, SEE
D5/A-502
CAST ALUMINUM COLUMN NUMBERS
(1-EVERY 10 SPACES) AND ROW
LETTERS (2-EACH ROW), SEE B1/A-502
LEGEND
EDGE OF NICHE WALL, BELOW
3/8" JOINT WITH BACKER
ROD AND SEALANT, TYP.
CAP PIN, (4) EA. PER CAP AT COLUMBARIUM
WALL, FIELD VERIFY LOCATION
CAP PIN, (2) EA. PER CAP
AT END COLUMNS, TYP.
CONTINUOUS DRIP CHAMFERED V-
SHAPE GROOVE ON ALL CAP SIDES
EDGE OF STONE, COLUMN BELOW
3' - 0 5/8" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 3' - 1 1/2" 2' - 11 5/8" 2' - 11 5/8" 3' - 0 1/8"
4"
/4
/4
CUT LIMESTONE CAP
07/01/26
00404366C O
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RADO L ICENS
E
D
A
RC H I T EC
T
S
EA
N
M. F ITZPATR
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
N/A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
7 8 9 10321 4 5 6
07/01/2026
National Cemetery Administration
Design and Construction Service
JD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
Elgin, OK
N/A
U.S. Department of Veterans Affairs
BID DOCUMENTS FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane
Hamilton, MT 59840
Phone: (406) 218 - 9980
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433
Location
920CM3006
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
A-110
COLUMBARIUM H CAP &
NUMBERING PLAN
SF JP
3/16" = 1'-0" F1
COURT H CAP AND NUMBERING PLAN
1.5'0 5" 9"
2"0
Custom3/16" = 1'=0"
COURT H
1/2" = 1'-0" C6
ENLARGED CAP PLAN H
KEY PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENGINEER
SF DH
SCALE: 1/4"=1'-0"
WEST ELEVATIONF1
SCALE: 1/4"=1'-0"
EAST ELEVATIOND1
SCALE: 1/4"=1'-0"
NORTH ELEVATIONB1 SCALE: 1/4"=1'-0"
SOUTH ELEVATIONB6
ADMIN BUILDING RENOVATION
ELEVATIONS
I
KEYED NOTESKEYED NOTES
1. REMOVE CRACKED STONE MASONRY, STONE PIECES
TO BE RESTORED AND REUSED FOR THE NEW
TREATMENT. MATCH THE NEW MORTAR TYPE 'N' TO
EXISTING MORTAR COLOR. SEE DETAIL F4/A-501 FOR
STONE ATTACHMENT
2. REPLACE WINDOWS WITH PREFINISHED INSULATED
ALUMINUM WINDOWS PER SPEC SEC 08 51 13.
WINDOWS STYLE, OPERATION, GLAZING AND FINISHES
ARE TO MATCH EXISTING. SEE A-602 FOR WINDOW
SCHEDULE AND DETAILS.
3. FOR AREAS WHERE THE CONCRETE SLAB EXTENDS TO
THE FINISHED FLOOR LEVEL, THE SLAB BENEATH THE
STONE WILL NEED TO BE SAWCUT AND LEVELED WITH
THE REST OF THE FOUNDATION TO AVOID FUTURE
CRACKING.SEE DETAIL F4/ A-501
A-201
2 2 2
2 2
2 2
W4
W5
W4 W4 W4
W5 W5
W5 W5 W1
W6W6
00404366CO
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RADO L ICENSED
ARCH I T ECT
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M. FITZPATRICK
07/01/26
AutoCAD SHX Text 12/30/2026
File details come from the government source that posted it. Updated .