S02_Att 6_Fort Sill NC 920CM3006 Plan Set Reduced 4 of 11.pdf
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- Solicitation number
- 36C78626B0030
About this file
Summary
This file is a comprehensive set of design and construction bid documents for the Fort Sill Gravesite Expansion and Cemetery FCA Improvements project in Elgin, Oklahoma, issued by the U.S. Department of Veterans Affairs, National Cemetery Administration (NCA). The project, numbered 920CM3006 with an issue date of July 1, 2026, involves the design and construction of multiple columbaria (Columbarium 'C' and Columbaria 'E-H'), pre-placed crypts, gravesite improvements, sidewalk and paving enhancements, and FCA (Facility Condition Assessment) deficiency corrections at Fort Sill cemetery. The architect/engineer of record is JD Engineering, PC (Hamilton, Montana), with project management under the Department of Veterans Affairs, NCA, under the direction of Homayoun Kazemipour and Sean Fitzpatrick.
The technical drawings and specifications detail construction requirements including site grading and drainage plans with HDPE piping systems, concrete paving and curbing, control joint and expansion joint specifications, columbarium wall construction, pre-placed crypt installation details (both standard and oversized units), monument and section markers, subsurface drainage for assembly areas, and remediation of existing storm drain systems. The project encompasses approximately 1,321 standard and 9 oversized pre-placed crypts in Section 8, and 870 standard and 20 oversized units in Section 9. Key construction elements include concrete specifications (4,000 PSI minimum), geotextile filter fabric installations, controlled over-excavation and subgrade remediation procedures, and compliance with Oklahoma DOT specifications for base materials and compaction standards.
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Text version
8.0'
6.0'
19.0'
30.0'
8.0'
9.0'
11.0'
9.0'
11.0'
8.0'
8.0'
21.5' 15.4'
29.4'
56.6'
16.2'
4.0'
12.2'
23.5'
18.4'
3.5'
48.3'
49.3'
8.0'
52.86'
8.0'
8.0'
8.0'
9.0'
18.9' 4.0'
4.0'
4.0'
4.0'
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 1259.15
TW= 1259.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
CONTROL POINTS
POINT
NORTHING
521,778.52
521,778.03
521,775.86
521,776.35
521,777.62
521,775.57
521,737.93
521,715.66
521,715.74
521,737.11
521,773.43
521,775.46
521,704.67
EASTING
1,864,160.23
1,864,173.72
1,864,173.64
1,864,160.15
1,864,184.71
1,864,240.86
1,864,275.84
1,864,275.02
1,864,272.86
1,864,273.64
1,864,239.89
1,864,184.63
1,864,274.62
CONTROL POINTS
POINT
NORTHING
521,691.18
521,691.26
521,704.75
521,764.87
521,737.89
521,736.60
521,706.10
521,705.15
521,702.16
521,703.15
521,733.65
521,735.00
521,764.98
EASTING
1,864,274.13
1,864,271.96
1,864,272.46
1,864,173.24
1,864,172.25
1,864,207.22
1,864,235.57
1,864,261.46
1,864,261.35
1,864,234.21
1,864,205.87
1,864,169.14
1,864,170.24
101 102
103104
108109
114115
120 121
124125
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER
0 10 20
1 INCH =10 FEET
C-402
EXISTING
COLUMBARIUM 'A'
PROPOSED
COLUMBARIUM 'C'
EXISTING
COLUMBARIUM 'D'
EXISTING
COLUMBARIUM 'B'
1. 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.
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.
LEGEND AND SYMBOLS
FLOWER WATER STATION
SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
CONCRETE
BENCH
KEYED NOTES
C-401
C-405
C-405 C-402C-403
C -4
C-405
* CONTROL POINTS AT FRONT FACE OF FOUNDATION WALL
E J
C
J CONTROL JOINT
EXPANSION JOINT
E JC JC JC JC J
E J
E J
E J
E J
E J E J
C J
C J
C JC JC J
C J
C J
C J
E J
C J
C J
C J
C J
C J
C J
C J
E J
C J
E J
C J
C J
C J
E J
E J
C J
C J
C J
E J
E J
E J
E J
E J
C J
C JC JC JC JC JE JC JC JC JE J C J
C J
E J
E J
C JC JC JE J
E J
E J C
J E J
C JC JC JC JC JC JC JC JE JE J C JC JE JC JE J
E J C
J E J
E J
C J
E J
E J
E J
C J
ENLARGED SITE AND HORIZ-VERT
CONTROL PLAN - COLUMBARIUM 'C'
TYP.TYP.
TYP.
TYP.
TW = 1262.25 TOP OF FOUNDATION
WALL ELEVATION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text default
AutoCAD SHX Text N 519721.45300
AutoCAD SHX Text E 1862825.83300
AutoCAD SHX Text Elev 0.0000
AutoCAD SHX Text
SS
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text W
AutoCAD SHX Text co
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
BFP
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text B8
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
ENLARGED COLUMBARIUM SITE PLAN
AutoCAD SHX Text D3
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
ENLARGED COLUMBARIUM HORIZONTAL & VERTICAL CONTROL
AutoCAD SHX Text F3
R20.0'
R20.0'
8.0'
15.4'
23.5'
8.0'
63.2' 19.0' 18.4'
52.9'
42.3'
29.0'
57.2'
29.7'
11.2'
83.7'
60.3'
19.0' 37.6'
29.4'
21.5'
30.0' 18.4'
52.9'
15.4'
18.9'
23.5'
12.2'
52.8'
60.3' 8.0'
63.0'
8.0'
22.0'
10.8'
21.5'
29.4'
12.2'
18.9'
11.0'
11.0'
30.0'
8.0'
9.0'
9.0'
4.0'
9.0'
10.8'
8.0'
8.0'
9.0'
55.7'
9.0'
4.0'
4.0'
9.0'
4.0'
8.0'
8.0'
8.0'
22.0'
8.0'
8.0'
E J C J C J C J
E J C
J C
J E J
E J
E J E J
E J C J C J
E J
E J
E J E J
C J
E J
C J
E J
C J
C J
C J E J
C J C J E J
C J
E J E J
C J
E J
C J
C J
C J
E J
E J
E J
C J
C J
E J
E J
E J C J C J C J C J C J E J
E J
E J E J
E J C J C J C J C J C J C J C J
E J
E J
C J
C J
C J
C J
C J
C J E J
C J
C J
C J
C J
E J
E JE J
E J
C J
C J
C J
C J
C J
C J
C J
E J C
J C
J C
J C
J C
J C
J C
J C
J
C J
C J
C J
C J
C J
E J C
J
E J
E J
E J
C J
C J
C J
C J
C J
C J
C J
C J
C J
E J
E J
E J
E J
C J
E JE J
E J
E J
C J
E J
C J
C J
E J
C JC JC JC JE J
E J
C JE JE J
E J C
J E J
C J
C J
E J C
J C
J
E J
E J
C J
E J
C J
C J
C J
E J
E J
E J
E J
C J
C J
E J E J
C J
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 1259.15
TW= 1259.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
CONTROL POINTS
POINT
NORTHING
521,885.49
521,882.94
521,844.54
521,808.03
521,808.14
521,843.41
521,879.99
521,882.49
521,871.25
521,844.27
521,842.99
521,812.49
521,811.54
521,808.54
521,809.54
521,840.04
521,841.38
521,871.36
EASTING
1,863,768.09
1,863,838.24
1,863,873.93
1,863,872.59
1,863,869.59
1,863,870.88
1,863,836.89
1,863,767.98
1,863,770.48
1,863,769.49
1,863,804.46
1,863,832.81
1,863,858.71
1,863,858.60
1,863,831.46
1,863,803.11
1,863,766.38
1,863,767.48
CONTROL POINTS
POINT
NORTHING
521,782.97
521,712.82
521,677.13
521,678.47
521,681.47
521,680.18
521,714.17
521,783.08
521,780.58
521,781.57
521,746.60
521,718.25
521,692.35
521,692.46
521,719.60
521,747.95
521,784.68
521,783.58
EASTING
1,863,871.31
1,863,868.77
1,863,830.37
1,863,793.85
1,863,793.96
1,863,829.23
1,863,865.81
1,863,868.31
1,863,857.08
1,863,830.09
1,863,828.81
1,863,798.31
1,863,797.36
1,863,794.36
1,863,795.36
1,863,825.86
1,863,827.21
1,863,857.19
204205
212 213
305 306
309310
313314
317 318
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 12
.15
TW= 12
.00
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
JORDA N D. V A NDERMEERE NG INEER C-403
ENLARGED SITE AND HORIZ-VERT
CONTROL PLAN - COLUMBARIA 'E-H'
FU
TU
R E
C O
LU
M
BAR
IU
M 'G
PROPOSED
COLUMBARIUM 'H'
M
ATC
H
LIN
E
SEE SH
EET C
-404
FU
TU
R E
C O
LU
M
BAR
IU
M 'F'
PROPOSED
COLUMBARIUM 'E'
1. FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.
2. 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.
0 10 20
1 INCH =10 FEET
KEYED NOTES
LEGEND AND SYMBOLS
FLOWER WATER STATION
SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
CONCRETE
BENCH
C-401
C-405
C-405 C-402C-403
C -4
C-405
* CONTROL POINTS AT FRONT FACE OF FOUNDATION WALL
E J
C
J CONTROL JOINT
EXPANSION JOINT
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TW = 1262.25 TOP OF FOUNDATION
WALL ELEVATION
AutoCAD SHX Text
SS
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text W
AutoCAD SHX Text co
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
BFP
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text D9
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
ENLARGED COLUMBARIA SITE PLAN
AutoCAD SHX Text F1
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
ENLARGED COLUMBARIA HORIZONTAL & VERTICAL CONTROL
F6
5.4'
19.5'
20.7'
6.0'
25.0'
TYP.
23.8'
11.6'
22.0'
E J
C J
E J
C J C J E J
E J
C J
C J
C J
E J
C J
C J
C J
E J
E J
E J
E J
E J
E J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
E J
C J
C J
C J
C J
C J
C J
C J
C J
C J
R15.0'
R20.0'
9.0'
20.0'
10.0' 9.0'
2.0'
10.2'
R28.0'
C J
R52.0'
6.0'
6.0'
R52.0'
2.0'
R227.0'
R173.0'
8.0'
TYP.
15.6'
14.5'
22.4'
25.0'
TYP.
E J
C J
C J
C J
C J
C J
C J
9.0' 20.0'
10.0'
9.0'
2.0'
6.0'
R2.5'
R16.1'
C J
C J
C J
C J
8.0'
TYP.
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 1259.15
TW= 1259.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER C-404
ENLARGED SITE PLAN - SIDEWALK
AND PAVING
EXISTING
COLUMBARIUM 'A'
M
AT
C H
LI
N
E
SE
E
SH
EE
TC
-4
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
EXISTING
COLUMBARIUM 'B'
KEYED NOTES
1. ROLLED CURB. SEE DETAIL B2/C-501.
2. CURB TIE-IN, MATCH EXISTING AT SAWCUT AND END
TRANSITION TO VALLEY GUTTER ~ STA 0+04.90 L AND
0+04.30 R. SEE DETAIL B5/C-501.
3. VALLEY GUTTER. SEE DETAIL E8/C-501.
4. ROLLED CURB TRANSITION TO VALLEY GUTTER. STA
2+20.66 TO 2+23.63 L AND 2+75.83 TO 2+78.63 R. SEE DETAIL
B5/C-501.
5. ASPHALT PAVING. SEE DETAIL F1 AND F7/C-501.
6. CONCRETE PAVING, SEE DETAIL B8/C-501.
7. TYPICAL STALL MARKINGS. PARKING STALL DIMENSIONS
(9.0' X 25.0'). 4" WIDE WHITE STRIPING, SEE DETAIL B5 THIS
SHEET.
8. FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.
LEGEND AND SYMBOLS
CONCRETE
SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
ASPHALT PAVING
MOUNTABLE CURB & GUTTER
AND VALLEY GUTTER
EXISTING
ASPHALT PAVING
EXISTING
SIDEWALK
EXISTING
SIDEWALK
EXISTING CURB
0 10 20
1 INCH =10 FEET
FLOWER WATER STATION
EXISTING
GRAVEL ROAD
C-401
C-405
C-405 C-402C-403
C -4
C-405
EXISTING CURB
TYP.
TYP.
E J
C
J CONTROL JOINT
EXPANSION JOINT
4" WIDE WHITE STRIPING
8.0'
4.0'
8.0'
2.0'
4" WIDE WHITE STRIPING
EDGE OF
PSAVING
EDGE OF
PSAVING
0.5'
0.5'
9.0'
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AutoCAD SHX Text W
AutoCAD SHX Text W
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AutoCAD SHX Text P
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AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
ENLARGED SITE SIDEWALK AND ROAD PAVING
AutoCAD SHX Text F2
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
ENLARGED PAVING CONTINUATION
AutoCAD SHX Text F7
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text B7
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SCALE: N.T.S.
AutoCAD SHX Text
TYPICAL STALL MARKINGS
B5
R46.0'
R54.0'
45.2'
8.0'
9.3'
40.3'
35.8'
48.3'8.0'
23.4'
8.0'
35.8'
48.3'
40.3'
9.3'
8.0'
45.2'
8.0'
R40.0'
R29.0'
R20.0'
R30.0'
8.0'
10.0'
10.0'
9.0'
9.0'
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 12
.15
TW= 12
.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER C-405
ENLARGED SITE PLAN - FCA
DEFICIENCIES
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
EXISTING
COLUMBARIUM 'B'
EXISTING
COLUMBARIUM 'A'
EXISTING COMMITTAL
SHELTER 'A'
EXISTING COMMITTAL
SHELTER 'B'
EXISTING
ASSEMBLY AREA
INSET A
INSET D
INSET C
INSET B
0 10 20
1 INCH = 10 FEET
KEYED NOTES
1. CONCRETE PANEL REPLACEMENT. REMOVE TO NEAREST
EXPANSION JOINT. MATCH EXISTING ELEVATIONS AND
JOINT PATTERNS. SEE DETAIL B8/C-501.
2. EXISTING CONCRETE. PROTECT IN PLACE.
3. NEW CONCRETE PAVING, SEE DETAIL B8/C-501.
2 2
COLUMBARIA PANEL REPLACEMENT OVER EXCAVATION NOTES:
SOILS BELOW CONCRETE REPAIRS SHALL FOLLOW THE SAME
SUBGRADE REPAIR DETAILS AS ASSEMBLY AREA AND COMMITTAL
SHELTERS, SEE DETAIL F5/C-410.
ASSEMBLY AREA AND COMMITTAL SHELTER NOTES:
SEE GRADING SHEETS FOR OVER EXCAVATION AND SUBGRADE
REPAIR GUIDELINES
PROVIDE PIPE JETTING AND CAMERA SERVICES FOR APPROX. 520 LF
OF EXISTING STORM DRAIN PIPE NETWORK. PIPE NETWORK INCLUDES
PIPES WITH SHARED STRUCTURE CONNECTIONS AT AREAS OF BOTH
COMMITTAL SHELTERS AND THE ASSEMBLY AREA. JETTING AND
CAMERA SERVICES SHALL EXTEND OUT TO DAYLIGHT ON ALL PIPING.
COR SHALL RECEIVE DIGITAL COPY OF CAMERA SERVICES AND BE
NOTIFIED OF POTENTIAL ISSUES IMMEDIATELY FOLLOWING
COMPLETION OF THE JETTING AND CAMERA WORK.
E J
C
J CONTROL JOINT
EXPANSION JOINT
CONCRETE
E J
E J
E J
C J
C J
C J
E J
E J
C J
C J
C J
E J
E J
C J
C J
E J
E J
E J E J
E J
C J E
J
E J
E J
C J
C J
C J
E J C J
C J
E J
E J
C J
C J
C J
C J
C J
E J
E J
E J
C J
C J
E J
E J
E J
E J
E J
E J E J
E J
E J
E J
E J
E J
E J
C J
C J C J
C J
C J
C J
C J C
J
C J
C J
C J
C J
C J
C J
C J
C J
C J C J
C J
PIPE JETTING AND CAMERA
SERVICES, SEE NOTES THIS SHEET
PIPE JETTING AND CAMERA
SERVICES, SEE NOTES THIS SHEET
PIPE JETTING AND CAMERA
SERVICES, SEE NOTES THIS SHEET
PIPE JETTING AND CAMERA
SERVICES, SEE NOTES THIS SHEET
PIPE JETTING AND CAMERA
SERVICES, SEE NOTES THIS SHEET
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AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
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AutoCAD SHX Text W
AutoCAD SHX Text W
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AutoCAD SHX Text W
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AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
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AutoCAD SHX Text
BFP
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET A
AutoCAD SHX Text C2
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET C
AutoCAD SHX Text F2
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET B
AutoCAD SHX Text C6
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET D
AutoCAD SHX Text F2
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
F9
IE:1254.68
IE:1254.12
IE:1252.66
IE:1255.12
IE:1255.75
IE:1256.53
IE:1257.25
IE:1255.93
IE:1255.62
IE:1255.10
IE:1263.47
IE:1261.77
IE:1260.51
IE:1262.55
IE:1261.80
IE:1261.53
IE:1260.52IE:1259.73IE:1259.51
IE:1256.78
IE:1256.43
IE:1259.05
IE:1259.82
IE:1257.70 IE:1258.35
IE:1252.24
IE:1257.04
IE:1254.62 IE:1255.42
IE:1256.22
IE:1257.02
IE:1258.43
IE:1259.02 IE:1259.65
IE:1261.08
IE:1261.60
IE:1253.39
IE:1257.87
IE:1258.17
IE:1256.97
68 12
1262 1261
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 1259.15
TW= 1259.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER
0 20 40
1 INCH =20 FEET
C-406
ENLARGED GRADING & DRAINAGE
PLAN - PRE PLACED CRYPTS
LEGEND AND SYMBOLS
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
KEYED NOTES
1. 6" HDPE CURRUGATED SOLID DUAL WALL UNDERDRAIN
PIPE WITH SMOOTH INTERIOR.
2. 4" HDPE CORRUGATED PERFORATED DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
3. CONNECTION, 4" PERFORATED HDPE TO 6" SOLID HDPE
PIPE.
4. 4" HDPE CLEANOUT TO BE LOCATED AT THE BEGINNING OF
THE PERFORATED LATERAL, AT INTERMEDIATE
LOCATIONS SHOWN IN PLANS, AND AT EVERY CHANGE IN
SLOPE OR DIRECTION, (TYPICAL). SEE DETAIL F5/C-503.
5. 6" HDPE CLEANOUT TO BE LOCATED AT THE BEGINNING OF
THE MAIN LINE, AT INTERMEDIATE LOCATIONS SHOWN IN
PLANS, AT LATERAL CONNECTIONS, AND AT EVERY
CHANGE IN SLOPE OR DIRECTION, (TYPICAL). SEE DETAIL
F5/C-503.
6. CONNECTION TO EXISTING PPC SECTION 6 DRAINAGE.
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PERFORATED 4" HDPE PIPE
NON PERFORATED 6" HDPE PIPE
EXISTING STORM DRAIN
MATCH EXISTING GRADE
PPC CLEANOUT
LIMITS OF ACCESS
ROAD RE-GRADE.
LIMITS OF ACCESS
ROAD RE-GRADE.
TYP.
TYP.
TYP.
IE: 62.25 HDPE PIPE INVERT ELEVATION
C-406
C-410
C-407C-408
C -4
C-410
C-410
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
SECTION 7 PPC'S
1312 STANDARD
22 OVERSIZED
EXISTING
SECTIO
N 6 PPC'S
SECTION 8 PPC'S
1321 STANDARD
9 OVERSIZED
SECTION 9 PPC'S
870 STANDARD
20 OVERSIZED
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text default
AutoCAD SHX Text N 519721.45300
AutoCAD SHX Text E 1862825.83300
AutoCAD SHX Text Elev 0.0000
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text P
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AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
BFP
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
B8
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
ST-9 INLINE AREA DRAIN
ST-10 JUNCTION BOX
ST-11 FLARED END SECTION
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
EL:1264.75
EL:1264.75
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.75
EL:1264.60
EL:1264.75
EL:1264.80
EL:1264.00
EL:1264.00
MATCH EXISTING
MATCH EXISTING
EL:1264.85
EL:1264.85
EL:1264.80
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.75
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.60
EL:1264.70
EL:1264.15
EL:1264.15
EL:1264.15
EL:1264.75 EL:1264.75
EL:1264.75 EL:1264.75
EL:1264.80
EL:1264.80
EL:1264.80
EL:1264.80
EL:1264.00
EL:1264.00
EL:1264.00
HP:1265.07
HP:1265.00
EL:1264.91
EL:1264.90
IE:1261.15
IE:1261.64 IE:1262.25
IE:1263.30
IE:1263.11
IE:1263.20
IE:1262.43
IE:1262.54
IE:1262.10
IE:1262.19
IE:1261.88
IE:1261.91
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 12
.15
TW= 12
.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER
0 10 20
1 INCH =10 FEET
C-407
ENLARGED GRADING & DRAINAGE
PLAN - COLUMBARIUM 'C'
EXISTING
COLUMBARIUM 'A'
PROPOSED
COLUMBARIUM 'C'
EXISTING
COLUMBARIUM 'D'
EXISTING
COLUMBARIUM 'B'
LEGEND AND SYMBOLS
STORM DRAIN PIPING
STORM AREA DRAIN / JUNCTION BOX
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
KEYED NOTES
1. TIE-IN FROM EXISTING COLUMBARIUM 'B' UNDERDRAIN
SYSTEM. CONTRACTOR TO FIELD VERIFY EXISTING DRAIN
LINE LOCATION.
2. TIE-IN FROM NEW COLUMBARIUM 'C' UNDERDRAIN.
3. CONSTRUCT JUNCTION BOX. SEE DETAIL F1/C-502. REFER
TO D7/C-203 FOR ELEVATIONS AND PIPE INVERTS.
4. CONSTRUCT GRATED INLINE DRAIN. SEE DETAIL C1/C-502.
REFER TO D7/C-203 FOR ELEVATIONS AND PIPE INVERTS.
5. CONSTRUCT 12" HDPE CORRUGATED SOLID DUAL WALL
STORM DRAIN PIPE WITH SMOOTH INTERIOR. SEE BEDDING
DETAIL C4/C-502.
6. CONSTRUCT 12" FLARED END SECTION. SEE DETAIL
C6/C-502. REFER TO D7/C-203 FOR ELEVATIONS AND PIPE
INVERTS.
7. TYPICAL 6" HDPE CORRUGATED SOLID DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
8. TYPICAL 4" HDPE CORRUGATED PERFORATED DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
9. TYPICAL GRAVEL STRIP CLEANOUT TO BE LOCATED AT
BEGINNING OF PIPE RUN AND EVERY CHANGE IN SLOPE
OR DIRECTION. SEE DETAIL D5/C-503.
10. TURF CLEANOUT. SEE DETAIL F5/C-503.
11. RIPRAP OUTLET PROTECTION, SEE DETAIL C8/C-502.
12. CONSTRUCT 12" X 6" HDPE REDUCING TEE.
13. TYPICAL 4" HDPE CORRUGATED SOLID DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PERFORATED 4" HDPE PIPE
NON PERFORATED 4" AND 6" HDPE PIPE
FINISHED CONCRETE ELEVATION
FLARED END SECTION
CLEANOUT
C-406
C-407C-408
C -4
C-410
C-410
EL: 62.25
EXISTING STORM DRAIN PIPING
EXISTING STORM DRAIN BOX
HIGH POINT ELEVATIONHP: 62.25
BENCH
CONCRETE
FLOWER WATER STATION
C-410
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
UNDERDRAIN PIPE AND CONTOUR NOTES:
1. ALL UNDERDRAIN PIPES SHALL HAVE 0.50% MINIMUM SLOPE.
NEGATIVE SLOPE IS PROHIBITED.
2. CONTOURS ARE FOR REFERENCE ONLY.
TW = 1262.25 TOP OF FOUNDATION WALL ELEVATION
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -3.0%
AutoCAD SHX Text -3.0%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.6%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.6%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -3.4%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text
SS
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 12
.15
TW= 12
.00
ST-6 AREA DRAIN
IE:1254.32
IE:1255.65
IE:1253.84
IE:1256.80 IE:1256.95
IE:1255.94
IE:1255.99
IE:1255.58
IE:1256.85
IE:1256.05
IE:1255.89
IE:1256.37
IE:1256.38
IE:1257.00
IE:1257.00
EL:1258.15
EL:1258.15
EL:1258.00
EL:1258.00
EL:1258.13
EL:1258.00
EL:1258.15
EL:1258.27 EL:1258.29
EL:1258.44
EL:1258.07
EL:1258.15
EL:1258.23
EL:1258.27 EL:1258.28
EL:1258.29
EL:1258.33EL:1258.14
EL:1258.00 EL:1258.01
EL:1258.03
EL:1258.04
EL:1258.07 EL:1258.24
EL:1258.24
EL:1258.30
EL:1258.45
EL:1258.45
EL:1258.45
EL:1258.50
EL:1258.18
EL:1258.38
EL:1258.38
HP:1258.80
EL:1258.38
EL:1258.35
EL:1258.39
EL:1258.42
HP:1258.80
EL:1258.48
EL:1258.49
EL:1258.28
EL:1258.06
EL:1258.52
EL:1258.58
EL:1258.65
EL:1258.59
EL:1258.65
EL:1258.80
EL:1258.80
EL:1258.72
EL:1258.80
EL:1258.80
EL:1258.80
EL:1258.66
EL:1258.67
EL:1258.65
EL:1258.62
EL:1258.68
EL:1258.71 EL:1258.77
EL:1258.81
EL:1258.34
EL:1258.32
EL:1258.31
EL:1258.28
EL:1258.29
EL:1258.35
EL:1258.35
EL:1258.50
EL:1258.72
EL:1258.76
EL:1258.60
EL:1258.57
EL:1258.35 EL:1258.35
EL:1258.35
EL:1258.42
EL:1258.57
EL:1258.57
EL:1258.61
EL:1258.52
EL:1258.50
EL:1258.68
EL:1258.67
HP:1259.20
HP:1259.00
EL:1258.50
EL:1258.43
EL:1258.52
EL:1258.41
EL:1258.51
ST-4 CURB INLET
ST-6 AREA DRAIN
ST-7 JUNCTION BOX
ST-8 FLARED END SECTION
ST-5 JUNCTION BOX
IE:1253.84EL:1258.00
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 12
.15
TW= 12
.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER C-408
ENLARGED GRADING & DRAINAGE
PLAN - COLUMBARIA 'E-H'
FUTURE
COLUMBARIUM 'G'
PROPOSED
COLUMBARIUM 'H'
MATCHLINE
SEE THIS SHEET
M
ATC
H
LIN
E
SEE SH
EET C
-409
FUTURE
COLUMBARIUM 'F'
PROPOSED
COLUMBARIUM 'E'
MATCHLINE
SEE THIS SHEET
C-406
C-410
C-407C-408
C -4
C-410
C-410
KEYED NOTES
1. TIE-IN FROM NEW COLUMBARIA 'E'-'H' UNDERDRAIN.
2. CONSTRUCT JUNCTION BOX. SEE DETAIL F1/C-502.
3. CONSTRUCT 12" HDPE CORRUGATED SOLID DUAL WALL
STORM DRAIN PIPE WITH SMOOTH INTERIOR. SEE BEDDING
DETAIL C4/C-502.
4. DRAINAGE RUN 1 FROM ROAD EXTENSION.
5. CONSTRUCT 12" FLARED END SECTION. SEE DETAIL
C6/C-502.
6. RIPRAP OUTLET PROTECTION, SEE DETAIL C8/C-502.
7. TYPICAL 6" HDPE CORRUGATED SOLID DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
8. TYPICAL 4" HDPE CORRUGATED PERFORATED DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
9. TYPICAL GRAVEL STRIP CLEANOUT TO BE LOCATED AT
BEGINNING OF PIPE RUN AND EVERY CHANGE IN SLOPE
OR DIRECTION SEE DETAIL D5/C-503.
10. TURF CLEANOUT. SEE DETAIL F5/C-503.
11. CONSTRUCT AREA DRAIN. SEE DETAIL F4/C-502.
12. TYPICAL 4" HDPE CORRUGATED SOLID DUAL WALL
UNDERDRAIN PIPE WITH SMOOTH INTERIOR.
LEGEND AND SYMBOLS
STORM DRAIN PIPING
STORM AREA DRAIN / JUNCTION BOX
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PERFORATED 4" HDPE PIPE
NON PERFORATED 4" AND 6" HDPE PIPE
FINISHED CONCRETE ELEVATION
FLARED END SECTION
CLEANOUT
EL: 62.25
EXISTING STORM DRAIN PIPING
EXISTING STORM DRAIN BOX
HIGH POINT ELEVATIONHP: 62.25
BENCH
CONCRETE
FLOWER WATER STATION
MATCHLINE
SEE SHEET C-409
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
0 20 40
1 INCH =20 FEET
TYP.
UNDERDRAIN PIPE AND CONTOUR NOTES:
1. ALL UNDERDRAIN PIPES SHALL HAVE 0.50% MINIMUM SLOPE.
NEGATIVE SLOPE IS PROHIBITED.
2. CONTOURS ARE FOR REFERENCE ONLY.
TOP OF FOUNDATION WALL ELEVATIONTW = 1262.25
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.6%
AutoCAD SHX Text -1.6%
AutoCAD SHX Text -1.6%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.4%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -3.0%
AutoCAD SHX Text -2.6%
AutoCAD SHX Text -3.7%
AutoCAD SHX Text -3.5%
AutoCAD SHX Text -3.1%
AutoCAD SHX Text -2.1%
AutoCAD SHX Text -2.7%
AutoCAD SHX Text -3.0%
AutoCAD SHX Text -1.4%
AutoCAD SHX Text -3.4%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.2%
AutoCAD SHX Text -2.6%
AutoCAD SHX Text -2.7%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.6%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.7%
AutoCAD SHX Text -3.5%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.1%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text -8.0%
AutoCAD SHX Text
SS
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
COLUMBARIA 'E' & 'H' DRAINAGE OUTLET
AutoCAD SHX Text D2
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
COLUMBARIA 'E' & 'H' GRADING
AutoCAD SHX Text E6
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
ST-2 AREA GUTTER DRAIN
ST-3 CURB INLET
ST-4 CURB INLET
EL:1259.28
EL:1259.35 EL:1259.56
EL:1259.64
EL:1260.26
MATCH EXISTING
EL:1258.69
EL:1258.44
EL:1259.59
EL:1258.49
EL:1257.53
EL:1259.37
EL:1258.84
EL:1261.00
EL:1261.39
EL:1258.95
EL:1258.95
ST-1 AREA GUTTER DRAIN
EL:1263.67
EL:1263.60
MATCH EXISTING MATCH EXISTING
MATCH EXISTING
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 1259.15
TW= 1259.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER C-409
ENLARGED GRADING & DRAINAGE
PLAN - SIDEWALK AND PAVING
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C -4
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
EXISTING
ASPHALT PAVING
EXISTING
SIDEWALK
0 10 20
1 INCH =10 FEET
C-406
C-410
C-407C-408
C -4
C-410
C-410
KEYED NOTES
1. AREA DRAIN, SQUARE FRAME AND GRATE, SEE DETAIL
F4/C-502.
2. CURB INLET, SEE DETAIL F8/C-502.
3. 12" HDPE CORRUGATED SOLID DUAL WALL STORM DRAIN
PIPE WITH SMOOTH INTERIOR. SEE BEDDING DETAIL
C4/C-502.
4. DRAINAGE RUN 1 OUTLET TO DRAINAGE RUN 2. SEE SHEET
C-202.
LEGEND AND SYMBOLS
STORM DRAIN PIPING
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
FINISHED CONCRETE ELEVATIONEL: 62.25
CONCRETE
FLOWER WATER STATION
ASPHALT PAVING
STORM GUTTER DRAIN INLET
STORM CURB DRAIN INLET
MOUNTABLE CURB & GUTTER
AND VALLEY GUTTER
EXISTING
COLUMBARIUM 'B'
EXISTING
COLUMBARIUM 'A'
MATCHLINE
SEE SHEET C-408
GRADING AND CONTOUR NOTES:
1. FINAL GRADES ADJACENT TO PAVED AREAS
SHALL SLOPE AWAY FROM EDGES 2% MIN.
2. CONTOURS ARE FOR REFERENCE ONLY.
AutoCAD SHX Text -1.4%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -2.5%
AutoCAD SHX Text -2.6%
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text default
AutoCAD SHX Text N 519721.45300
AutoCAD SHX Text E 1862825.83300
AutoCAD SHX Text Elev 0.0000
AutoCAD SHX Text
SS
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text W
AutoCAD SHX Text co
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
BFP
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
ENLARGED SITE SIDEWALK AND ROAD PAVING
AutoCAD SHX Text F2
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
ENLARGED PAVING CONTINUATION
AutoCAD SHX Text F7
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
B8
WS:1274.92
WS:1274.92
HP:1275.16
HP:1275.48
HP:1275.48
HP:1275.48
HP:1275.40
EL:1275.09
EL:1274.90
EL:1275.06
EL:1275.25
EL:1275.35 EL:1275.08
EL:1275.35
EL:1275.25
EL:1275.25
RIM:1275.17
EL:1275.41
EL:1275.33
EL:1276.19
EL:1276.39
EL:1277.59
EL:1278.01
MATCH EXISTING
MATCH EXISTING
WS:1264.92
WS:1264.92
MATCH EXISTING
MATCH EXISTING
HP:1265.16
HP:1265.48
HP:1265.48
HP:1265.48
EL:1265.35
EL:1265.06
EL:1264.90 EL:1265.25
EL:1265.09
HP:1265.40
EL:1265.25
RIM:1264.17
EL:1265.25
EL:1265.33
EL:1265.35
EL:1265.08
EL:1290.16
EL:1290.16
EL:1290.16
EL:1290.33
WS:1290.03
EL:1290.33
WS:1290.03EL:1290.33
EL:1290.16
EL:1290.33
EL:1290.51
EL:1290.51
EL:1290.33
MATCH EXISTING
MATCH EXISTING
HP:1290.91
ST-13 GRATED INLET
ST-12 GRATED INLET
1288 1287
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 12
.15
TW= 12
.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
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
JORDA N D. V A NDERMEERE NG INEER C-410
ENLARGED GRADING & DRAINAGE
PLAN - FCA DEFICIENCIES
LEGEND AND SYMBOLS
KEYED NOTES
1. AREA DRAIN, ROUND FRAME AND GRATE STORM DRAIN
INLET STRUCTURE. SEE DETAIL F6/C-506.
2. EXISTING DRAINAGE PIPE. FIELD VERIFY AND ADJUST NEW
WORK TO AVOID CONFLICT. SEE NOTES BELOW.
3. EXISTING DRAINAGE INLET STRUCTURE. ADJUST TO
MATCH FINISHED CONCRETE GRADE. SEE NOTES BELOW.
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
EXISTING STORM DRAIN
DRAINAGE INLET STRUCTURE
EXISTING COMMITTAL
SHELTER 'A'
EXISTING COMMITTAL
SHELTER 'B'
EXISTING
ASSEMBLY AREA
INSET C
INSET A
INSET B
0 10 20
1 INCH = 10 FEET
EXISTING DRAINAGE INLET STRUCTURE
FOR ASSEMBLY AREA SUBSURFACE
DRAINAGE LAYOUT AND SUBGRADE
REMEDIATION DETAILS, SEE SHEET C-506.
FINISHED CONCRETE ELEVATIONEL: 62.25
CONCRETE ELEVATION AT WALL SCUPPERWS: 62.25
HIGH POINT CONCRETE ELEVATIONHP: 62.25
5" REINFORCED CONCRETE PAVING PER DETAIL B8/C-501.
COMPACTED SUBGRADE PER
SPECIFICATION 31 20 11.
UNDISTURBED
EXISTING SUBGRADE
EXISTING CONCRETE WALL
5"
2'-6" MIN.
1"
6" COMPACTED TYPE 'A' BASE
PER SPECIFICATION 31 20 11.
REFERENCE DETAIL F5 AND NOTES THIS SHEET
FOR COMMITTAL SHELTER SUBGRADE
REMEDIATION.
REFERENCE DETAIL F5 AND NOTES THIS SHEET
FOR COMMITTAL SHELTER SUBGRADE
REMEDIATION.
* SEE OVER EXCAVATION
NOTE THIS SHEET
EXISTING STORM DRAIN NOTES:
SEE SHEET C-405 FOR REQUIREMENTS ON JETTING AND CAMERA
SERVICES FOR EXISTING STORM DRAIN.
OVER EXCAVATION NOTES:
SOILS BELOW CONCRETE REPAIR AREAS SHALL BE REMOVED TO A
DEPTH OF AT LEAST 30". SOILS BELOW 30" SHALL BE EVALUATED BY
A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY FILL.
EVALUATION OF THE SOIL SUITABILITY WILL BE AT THE DISCRETION
OF THE GEOTECHNICAL ENGINEER. THE EVALUATION MAY BE
ACCOMPANIED BY T-PROBE TESTING, DYNAMIC CONE
PENETROMETER (DCP) TESTING, OR ANY OTHER METHODS DEEMED
NECESSARY BY THE GEOTECHNICAL ENGINEER. ANY FILL PLACED
SHALL MEET REQUIREMENTS OF LOW VOLUME CHANGE (LVC)
MATERIAL AS DEFINED BY SPECIFICATION 31 20 11.
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.5%
AutoCAD SHX Text -1.2%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -4.0%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -2.0%
AutoCAD SHX Text -1.9%
AutoCAD SHX Text -1.4%
AutoCAD SHX Text -1.2%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.0%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text -1.7%
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text default
AutoCAD SHX Text N 519721.45300
AutoCAD SHX Text E 1862825.83300
AutoCAD SHX Text Elev 0.0000
AutoCAD SHX Text
SS
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text W
AutoCAD SHX Text co
AutoCAD SHX Text co
AutoCAD SHX Text
SS
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
BFP
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text co
AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET A
AutoCAD SHX Text C2
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET B
AutoCAD SHX Text D6
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
INSET C
AutoCAD SHX Text F2
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text F9
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
SUBGRADE - COMMITTAL SHELTERS AND COLUMBARIUM 'A'
F5
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
JORDA N D. V A NDERMEERE NG INEER
GENERAL NOTES:
1. JOINT SHALL BE TOOLED.
2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.
3. JOINT DEPTH TO BE 1/4 OF PAVEMENT
THICKNESS (MINIMUM OF 1" DEPTH).
SCALE: NTS
CONTRACTION JOINTD5SCALE: NTS
EXPANSION JOINTD2
REINFORCEMENT -
SEE CONCRETE
PAVING DETAIL B8
THIS SHEET
INSTALL DOWEL
CAPS ON BOTH
ENDS
SMOOTH DOWEL 58" DIA.
@ 18" O.C.
5" 5"
TOOLED JOINT WITH 14" R
GENERAL NOTES:
1. INSTALL MASON SAND ON
TOP OF SEALANT BEFORE
SEALANT CURES.
2. ALL EXPANSION JOINTS ARE
TO HAVE A 1/4" TOOLED
RADIUS.
SEALANT IS TO BE ROUNDED AS SHOWN
CONCRETE
PAVEMENT
1/4" R
SCALE: NTS
CONSTRUCTION JOINTD8
INSTALL DOWEL
CAPS ON BOTH
ENDS
5" 5"
GENERAL NOTES:
1. ALL CONSTRUCTION
JOINTS ARE TO HAVE A
1/4" TOOLED RADIUS.
1/4" R
24"EXISTING ASPHLAT
SAWCUT, REMOVE AND
REPLACE EXISTING ASPHLAT
PROPOSED ASPHALT
PROPOSED BASE MATERIALS.
COMPACTED PER SPECIFICATION 31 20 11.
EXISTING BASE MATERIAL
GENERAL NOTES:
1. PROVIDE FRESH SAW CUT PRIOR TO PAVING.
2. RESTORE EXISTING BASE MATERIAL TO EXISTING
CONDITION OR BETTER.
SCALE: NTS
ASPHALT PAVEMENT SPLICEF7
SEE PLANS
24"
ROLL CURB
SCALE: NTS
ROLL CURB TRANSITION B5
SMOOTH DOWEL 58" DIA.
@ 18" O.C.
EXPANSION JOINT FILLER
WITH SEALANT
C-501
STANDARD DETAILS
1/4" RADIUS
AT EDGES
6" MIN.
5"
4"
#4 REBAR @ 12" O.C. EACH WAY
AND MUST BE SUPPORTED ON
REINFORCEMENT BAR CHAIRS
WHEN INSTALLED.
SCALE: NTS
CONCRETE PAVINGB8
CONCRETE PAVING PER SPECIFICATION
03 30 53 AND 32 05 23 MEDIUM BROOM FINISH.
PREPARE SUBGRADE PER
SPECIFICATION 31 20 11
2" SURFACE COURSE #165 (TYPE "C")
COMPACTED ASPHALT CONCRETE
PER SPECIFICATION 32 12 16
2" BASE COURSE #275 (TYPE "B")
COMPACTED ASPHALT CONCRETE
PER SPECIFICATION 32 12 16
TACK COAT
BETWEEN LIFTS
PRIME COAT
SCALE: NTS
TYPICAL ROADWAY SECTIONF1
PREPARE SUBGRADE PER
SPECIFICATION 31 20 11
2.5"
GENERAL NOTES:
1. REFERENCE PLANS FOR CROSS SECTIONS.
2. PROVIDE ASPHALT SPLICE AT ALL TRANSITIONS
BETWEEN NEW AND EXISTING ASPHALT
SECTIONS PER DETAIL THIS SHEET.
6" COMPACTED ODOT
TYPE 'A' AGGREGATE BASE
PER SPECIFICATION 31 20 11
SCALE: NTS
LONGITUDINAL ASPHALT SEPARATION REPAIRF4
EXISTING BASE MATERIAL
EXISTING CONCRETE ADJACENT
TO LOOP ROAD AT BOTH
COMMITTAL SHELTERS 'A' AND 'B'.18" MIN.
SAW CUT
6" MIN.
EXISTING SUBGRADE
4" MIN.
EXISTING BASE MATERIAL
EXISTING PAVING
RECONDITION AND COMPACT EXISTING BASE
PER SPECIFICATION 31 20 11
VERIFY MIN. 6" BASE COURSE THICKNESS
MATCH EXISTING PAVING OR
4" MIN. THICKNESS PLACED
PER TYPICAL ROADWAY
SECTION DETAIL THIS SHEET
6" COMPACTED ODOT
TYPE 'A' AGGREGATE BASE
PER SPECIFICATION 31 20 11
VARIES PER PLANS
1/4" R1/4" R
10"
6" MIN. COMPACTED
ODOT TYPE 'A'
AGGREGATE BASE PER
SPECIFICATION 31 20 11
C-501 F1
ROADWAY SECTION
SCALE: NTS
VALLEY GUTTERE8
GENERAL NOTES:
1. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE
PLACED AT 10' INTERVALS O.C.
2. SLOPED PER ELEVATIONS SHOWN ON GRADING PLAN.
3. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS O.C.
4. EXPANSION JOINT WITH 2 DOWELS SHALL BE PLACED WHERE
VALLEY GUTTER TRANSITION MEETS EXISTING CURB/GUTTER.
2.0% 2.0%
CONCRETE PER
SPECIFICATION 32 05 23
TWO ROWS OF
CONTINUOUS #4
REBAR
PREPARE SUBGRADE PER
SPECIFICATION 31 20 11
CONCRETE PER
SPECIFICATIONS
8" TOOLED CHAMFERED
EDGE TO MATCH EXISTINGGUTTER SLOPE -2%
ASPHALT PAVEMENT
PER DETAIL THIS
SHEET
3 38 "
7 58 "
8" MIN
11"
MATCH
EXISTING
SCALE: NTS
ROLL CURBB2
TWO ROWS OF
CONTINUOUS #4
REBAR
COMPACTED, LOW
PERMEABILITY BACKFILL
SLOPED AWAY MIN. 2%
WHERE NO SIDEWALK EXISTS
6" MIN. COMPACTED ODOT
TYPE 'A' AGGREGATE BASE
PER SPECIFICATION 31 20 11
PREPARE SUBGRADE PER
SPECIFICATION 31 20 11
24"
6" MIN.
GENERAL NOTES:
1. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE
PLACED AT 10' INTERVALS O.C.
2. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS O.C.
3. EXPANSION JOINT WITH 2 DOWELS SHALL BE PLACED AT ALL
LOCATIONS WHERE NEW CURB MEETS EXISTING.
12"
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text C
L
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
JORDA N D. V A NDERMEERE NG INEER C-502
STANDARD DETAILS
SCALE: NTS
STORM SEWER BEDDINGC4
OD/2
MIN
OD/2
MIN
VARIES
PER PLANS
GENERAL NOTES:
1. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH
OSHA REQUIREMENTS.
2. FILL & BEDDING SHALL BE COMPACTED PER SPECIFICATION 31 20 11.
3. TRACING WIRE TO BE PLACED ABOVE ALL LINES.
4. NON-DETECTABLE WARNING TAPE SHALL BE PLACED 12" ABOVE STORM SEWER.
4.1. WHERE 12" IS NOT ACHIEVABLE, WARNING TAPE SHALL BE PLACED AT THE
HIGHEST ACHIEVABLE ELEVATION.
5. WHERE PIPE INSTALLATION IS BENEATH PAVING, PLACE COMPACTED AGGREGATE
BASE PER DETAIL F1/C-501.
6. WHERE PIPE INSTALLATION IS NOT BENEATH PAVING, SUITABLE BACKFILL SHALL BE
18" MIN. CAPPING OF COHESIVE SOILS WHERE ACHIEVABLE TO MINIMIZE SURFACE
WATER INFILTRATION.
4" MIN.
STONE BACKFILL,
SEE SPECIFICATIONS
33 40 00 AND 31 20 11
STORM SEWER
SPECIFICATION 33 40 00
NTS
OUTLET PROTECTIONC8NTS
FLARED END SECTIONC6
GENERAL NOTES:
1. CONCRETE SHALL BE 4,000 PSI. MIN.
2. SHALL MEET ALL STATE DOT
REQUIREMENTS.
FLOW
DIRECTION
SCALE: NTS
CURB INLETF8
ADAPTER ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
12" MIN EACH WAY
8"
6"
12" MIN
SEE PLANS
OUTLET ADAPTER
18" MINIMUM
SCALE: NTS
AREA DRAINF4
24" INTEGRATED DUCTILE IRON FRAME AND
GRATE TO MATCH BASIN O.D.TO BE USED IN ALL
LOCATIONS BESIDES VALLEY GUTTERS
NYLOPLAST DRAIN BASIN
MEETS H-20 TRAFFIC RATING.
*OR APPROVED EQUAL
RISER SHALL BE 24" DIA. OR 6"
GREATER IN DIA. THAN THE
LARGEST CONNECTED PIPE DIA.
SCALE: NTS
JUNCTION BOXF1
SCALE: NTS
INLINE DRAINC1
24"
12" MIN EACH WAY
8"
24"x24" INTEGRATED DUCTILE IRON FRAME
AND CONCAVE GRATE TO MATCH BASIN O.D.
TO BE USED IN VALLEY GUTTER LOCATIONS.
WATERTIGHT ADAPTOR JOINT
(CORRUGATED HDPE SHOWN)
PVC RISER
90° LONG SWEEP FITTING
DUAL WALL, CORRUGATED,
SMOOTH INTERIOR HDPE
24" INTEGRATED DUCTILE IRON FRAME
AND GRATE TO MATCH BASIN O.D.
TO BE USED IN ALL LOCATIONS
BESIDES VALLEY GUTTERS
TRACING WIRE ABOVE
ALL PIPES
NON-DETECTABLE
WARNING TAPE PLACED
12" ABOVE STORM PIPE
1. GRATES/SOLID COVER SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05.
2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
3. DRAIN BASIN TO BE MANUFACTURED ACCORDING TO
PLAN DETAILS.
4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS
SHALL CONFORM TO ASTM D3212 FOR CORRUGATED
HDPE.
ADAPTER ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
12" MIN. EACH WAY
8"
6"
12" MIN
SEE PLANS
OUTLET ADAPTER
GENERAL NOTES:
1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"
ABOVE THE UPPER MOST PIPE.
18" MINIMUM
24" INTEGRATED DUCTILE IRON
FRAME AND LID TO MATCH
BASIN O.D.
NYLOPLAST DRAIN
BASIN MEETS H-20
TRAFFIC RATING.
*OR APPROVED EQUAL
1/2" WASHED DRAINAGE FILL
WRAPPED IN 8 OZ NON
WOVEN FILTER FABRIC.
RISER SHALL BE 24" DIA.
OR 6" GREATER IN DIA.
THAN THE LARGEST
CONNECTED PIPE DIA.
4" TYP. 4" TYP.
4" TYP.
1/2" WASHED DRAINAGE FILL
WRAPPED IN 8 OZ NON
WOVEN FILTER FABRIC.
GENERAL NOTES:
1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"
ABOVE THE UPPER MOST PIPE.
GENERAL NOTES:
1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"
ABOVE THE UPPER MOST PIPE.
1/2" WASHED DRAINAGE FILL
WRAPPED IN 8 OZ NON
WOVEN FILTER FABRIC.
18" MINIMUM
2 ROWS OF #4 REBAR
EACH WAY
2 ROWS OF #4 REBAR
EACH WAY
2 ROWS OF #4 REBAR
EACH WAY
GENERAL NOTES:
1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE…
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