S02_Construction Drawings bk 7.pdf
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W
W
W
W
W
W
W
W
W
W
W
W
36" DIP
SW INLET
RIM 448.61
FL IN 443.42 N
FL IN 443.46 S FL OUT
443.15
18" RCP
" R
CP
24" RCP
FL 440.66
36" RCP
EX. CEMETERY LOOP ROAD
45545
18"
RCP CL III
C7
FG: 448.24
TL: 446.49
FG: 448.40
TL: 446.65
FG: 448.56
TL: 446.81
FG: 449.52
TL: 447.77
FG: 449.74
TL: 447.99
FG: 450.15
TL: 448.40
FG: 450.38
TL: 448.63
FG: 450.79
TL: 449.04
FG: 451.20
TL: 449.45
FG: 452.00
TL: 450.25
FG: 452.06
TL: 450.31
FG: 452.08
TL: 450.33
FG: 452.46
TL: 450.71
FG: 452.64
TL: 450.89
FG: 452.54
TL: 450.79
FG: 452.35
TL: 450.60
FG: 452.36
TL: 450.61
FG: 452.51
TL: 450.76
FG: 452.44
TL: 450.69
FG: 452.45
TL: 450.70
FG: 452.51
TL: 450.76
FG: 452.50
TL: 450.75 FG: 452.34
TL: 450.59
FG: 451.57
TL: 449.82
FG: 451.35
TL: 449.60
FG: 451.13
TL: 449.38
FG: 450.91
TL: 449.16
FG: 450.69
TL: 448.94
FG: 450.46
TL: 448.71
FG: 450.24
TL: 448.49
FG: 450.02
TL: 448.27
FG: 449.75
TL: 448.00
FG: 449.15
TL: 447.40
FG: 448.93
TL: 447.18
FG: 449.96
TL: 448.21
FG: 449.95
TL: 448.20
FG: 448.72
TL: 446.97
FG: 448.70
TL: 446.95
FG: 448.42
TL: 446.67
FG: 448.43
TL: 446.68
FG: 451.79
INV.: 443.71
FG: 452.53
INV.: 444.45
FG: 450.92
INV.: 442.84
FG: 449.99
INV.: 441.91
FG: 448.15
INV.: 440.07
FG: 448.94
INV.: 440.86
147'-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
202'-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
159'-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
FI
NI
SH
ED
G
RA
DE
PI
TC
H:
2.5
N2 5°
' 2
7" E
FI
NI
SH
ED
G
RA
DE
PI
TC
H:
2.5
N2 5°
' 2
7" E
12" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
-4.3:1
-3.9:1
-4.
4:1
48 84
TOP
HP
49 73
INV
GS
52 57
GS
53 18
GS
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE/COR THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
TRADITIONAL BURIAL SITES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
SEC
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
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1 N
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG111
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL SECTION 4
1,056 PPC
(WITHIN 3'x7'-8" PLOTS)
BURIAL GRADING ENLARGEMENT
PLAN SECTION 4
KEY MAP
(NOT TO SCALE)
AutoCAD SHX Text
WM
AutoCAD SHX Text x
18" RCP
FL OUT 448.10
RIM 451.34
FL IN 445.15
FL OUT 445.01
EX. CEMETERY LOOP ROAD
452451
FG: 451.18
FG: 450.86
FG: 450.54
FG: 446.54
FG: 446.38
FG: 446.38
FG: 446.22
FG: 446.22
FG: 446.06
FG: 446.06
FG: 446.06 FG: 446.54
FG: 446.70
FG: 446.54
FG: 447.34
FG: 447.18 FG: 447.98
FG: 448.30
FG: 448.62
FG: 448.94
FG: 449.26
FG: 449.58
FG: 449.74
FG: 450.06
FG: 450.38
FG: 450.70
FG: 451.18
FG: 454.70
FG: 454.70
FG: 454.86
FG: 455.18FG: 454.86FG: 454.70
FG: 454.86FG: 452.62FG: 452.46
FG: 452.46
INV.: 448.63
FG: 454.69
INV.: 450.86
FG: 451.18
INV.: 447.35
FG: 446.51
INV.: 442.68
FG: 446.64
INV.: 438.56
FG: 446.00
INV.: 442.17
FG: 446.32
INV.: 442.49
FG: 446.46
INV.: 442.63
FG: 450.50
INV.: 446.67
FG: 447.98
INV.: 444.15
FG: 447.18
INV.: 443.35
FG: 450.70
INV.: 446.87
90'-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
154'-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
112'-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
57'-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
43'-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
'-4
" H
DP
E P
ER
FO
RA
TE
D
PIP
E @
0.
% M
IN.
FINISHED GRADE
PITCH:5.7%
S5° 59' 49"E
12" HDPE
452 453
5.7%
5.7%
5.7%
-3.9:1
26+00 28+00
15" RCP CL III
15" RCP CL III
FG: 468.08
FG: 467.35
FG: 467.47
FG: 467.60
FG: 467.72
FG: 467.84 FG: 467.72
FG: 467.68
FG: 468.16
FG: 468.28
FG: 468.37
FG: 468.49
FG: 468.61
FG: 468.69
FG: 468.81
FG: 468.93
FG: 469.05 FG: 469.13
FG: 469.05
FG: 469.01
FG: 469.34
FG: 469.41
FG: 469.01
FG: 468.77
FG: 468.45
FG: 468.41
FG: 468.32
FG: 467.88
FG: 467.68
FG: 467.48
FG: 467.24
FG: 467.03
FG: 466.83
FG: 466.59 FG: 466.39
FG: 465.90
FG: 465.86 FG: 465.74
FG: 465.54
FG: 465.34
FG: 465.14
FG: 464.93
FG: 464.29
FG: 464.21
FG: 464.41FG: 464.45
FG: 464.29
FG: 464.29
FG: 464.41
FG: 464.53FG: 464.57FG: 465.13FG: 465.17
FG: 465.29
FG: 465.74
FG: 466.06
FG: 466.22
FG: 466.26
FG: 466.46
FG: 466.71
FG: 467.40
INV.: 463.57
FG: 466.61
INV.: 462.78
FG: 469.43
INV.: 465.60
FG: 469.12
INV.: 465.29
FG: 469.45
INV.: 465.62 FG: 469.01
INV.: 465.18
FG: 468.13
INV.: 464.30
FG: 464.99
INV.: 461.16
FG: 464.07
INV.: 460.24
FG: 463.67
INV.: 459.84
FG: 465.32
INV.: 461.49
FG: 466.00
INV.: 462.17
FINISHED GRADE
PITCH:4.2%
N55° 12' 21"E
FINISHED GRADE
PITCH:4.2%
N55° 12' 21"E
12"
HDPE
42-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
31-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
94-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
23-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
27-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
94-4" H
DPE PERFORATED
PIPE @ 0.50% MIN.
-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
76-4" HDPE PERFORATEDPIPE @ 0.50% MIN. 137-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
35-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
65 63
TC 63 22
LP
-4.0 :1
-4.0:1
67 63
HP
63 45
TOP
63 45
TOP
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE/COR THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
TRADITIONAL BURIAL SITES
SEC
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG112
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30 BURIAL SECTION 10
1,000 IGC
(WITHIN 4'x4' PLOTS)BURIAL SECTION 11
1,000 IGC
(WITHIN 4'x4' PLOTS)
BURIAL GRADING ENLARGEMENT
PLAN SECTION 10 & 11
KEY MAP
(NOT TO SCALE)
AutoCAD SHX Text
WM
AutoCAD SHX Text D
FG: 471.25
TL: 469.50
FG: 475.97
TL: 474.22
FG: 476.15
TL: 474.40
FG: 476.33
TL: 474.58
FG: 476.33
TL: 474.58
FG: 476.33
TL: 474.58
FG: 476.51
TL: 474.76
FG: 476.69
TL: 474.94
FG: 476.69
TL: 474.94
FG: 476.69
TL: 474.94
FG: 476.87
TL: 475.12
FG: 477.05
TL: 475.30
FG: 477.05
TL: 475.30
FG: 477.05
TL: 475.30
FG: 471.25
TL: 469.50
FG: 471.25
TL: 469.50
FG: 471.02
TL: 469.27
FG: 470.79
TL: 469.04
FG: 470.79
TL: 469.04FG: 470.79
TL: 469.04
FG: 470.79
TL: 469.04FG: 470.79
TL: 469.04
FG: 470.79
TL: 469.04
FG: 471.02
TL: 469.27
FG: 472.26
INV.: 464.18
FG: 474.13
INV.: 466.05
FG: 475.83
INV.: 467.75
FG: 477.02
INV.: 468.94
FG: 471.21
INV.: 463.13
FG: 470.79
INV.: 462.71
FG: 470.79
INV.: 462.71
281'-4" HDPE PERFORATEDPIPE @ 0.50% MIN.
233'-4" HDPE PERFORATEDPIPE @ 0.50% MIN.
191'-4" HDPE PERFORATEDPIPE @ 0.50% MIN.
179'-4" HDPE PERFORATED
PIPE @ 0.50% MIN.
FI
NI
SH
ED
G
RA
DE
PI
TC
H:
2.0
S0 ° 0
0'
"E
FI
NI
SH
ED
G
RA
DE
PI
TC
H:
2.0
S0 ° 0
0'
"E
3.0
2.4
3.0
2.4
2.4
'R
+0
34+
24"
RCP CL III
24"
RCP CL II
I
24"
RC
P C
L II
I
15" RCP CL III
15" RCP CL III
4A
3A
FG: 477.05
TL: 475.30
FG: 477.05
TL: 475.30
FG: 477.23
TL: 475.48
FG: 477.23
TL: 475.48
FG: 477.23
TL: 475.48
FG: 477.23
TL: 475.48
FG: 477.05
TL: 475.30
FG: 477.05
TL: 475.30
FG: 477.05
TL: 475.30
FG: 476.15
TL: 474.40
FG: 475.97
TL: 474.22
FG: 475.79
TL: 474.04
FG: 475.60
TL: 473.85
FG: 475.42
TL: 473.67FG: 475.42
TL: 473.67
FG: 475.42
TL: 473.67
FG: 475.24
TL: 473.49
FG: 475.06
TL: 473.31
FG: 474.88
TL: 473.13
FG: 474.70
TL: 472.95
FG: 474.52
TL: 472.77
FG: 474.34
TL: 472.59
FG: 474.16
TL: 472.41
FG: 473.98
TL: 472.23
FG: 473.98
TL: 472.23
FG: 473.98
TL: 472.23
FG: 473.61
TL: 471.86
FG: 473.43
TL: 471.68
FG: 473.25
TL: 471.50
FG: 472.86
TL: 471.11
FG: 472.63
TL: 470.88
FG: 472.17
TL: 470.42
FG: 471.94
TL: 470.19
FG: 471.25
TL: 469.50
FG: 471.25
TL: 469.50
FG: 476.06
INV.: 467.98
FG: 476.13
INV.: 468.05
FG: 474.58
INV.: 466.50
FG: 474.68
INV.: 466.60
FG: 474.19
INV.: 466.11
FG: 473.00
INV.: 464.92
FG: 473.19
INV.: 465.11
202'-4" HDPE PERFORATEDPIPE @ 0.50% MIN.
281'-4" HDPE PERFORATEDPIPE @ 0.50% MIN.
FI
NI
SH
ED
G
RA
DE
PI
TC
H:
2.0
S0 ° 0
0'
"E
" H
DP
E
" H
DP
E
12"
HDPE
12"
HDPE
2.4
2.4
2.4
-3.0:1
74 93
TOP
TOP
65 70
TOP
75 00
TOP
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE/COR THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
TRADITIONAL BURIAL SITES
SEC
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
30'R
+0
24" RCP CL III
FG: 471.25
TL: 469.50
FG: 471.25
TL: 469.50
FG: 471.25
TL: 469.50
FG: 471.02
TL: 469.27
FG: 470.79
TL: 469.04
FG: 471.36
INV.: 463.28
FG: 471.21
INV.: 463.13
12" HDPE
70 76
TC
TOP
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG113
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL SECTION 12
2,422 PPC
(WITHIN 3'x7'-8" PLOTS)
MA
TC
HL
IN
E
SE
E
TH
IS
S
HE
ET
MA
TC
HL
IN
E
SE
E
TH
IS
S
HE
ET
BURIAL GRADING ENLARGEMENT
PLAN SECTION 12
KEY MAP
(NOT TO SCALE)
MATCHLINE
SEE THIS SHEET
MATCHLINE
SEE THIS SHEET
12'
12'
12' 300'R
ROAD C 14+00
15+00
18" RCP CL III
15" RCP CL III
8A
FG: 468.37
TL: 466.62
FG: 467.80
TL: 466.05
FG: 467.73
TL: 465.98
FG: 467.70
TL: 465.95
FG: 467.44
TL: 465.69
FG: 467.17
TL: 465.42
FG: 466.90
TL: 465.15 FG: 466.56
TL: 464.81
FG: 466.51
TL: 464.76
FG: 466.47
TL: 464.72
FG: 466.31
TL: 464.56
FG: 466.16
TL: 464.41
FG: 465.90
TL: 464.15
FG: 465.74
TL: 463.99
FG: 465.48
TL: 463.73
FG: 465.25
TL: 463.50
FG: 465.19
TL: 463.44
FG: 465.08
TL: 463.33
FG: 464.74
TL: 462.99
FG: 464.66
TL: 462.91
FG: 464.58
TL: 462.83
FG: 464.51
TL: 462.76
FG: 464.32
TL: 462.57
FG: 464.24
TL: 462.49
FG: 464.32
TL: 462.57
FG: 464.26
TL: 462.51
FG: 464.03
TL: 462.28
FG: 463.96
TL: 462.21
FG: 463.88
TL: 462.13
FG: 463.81
TL: 462.06
FG: 463.73
TL: 461.98
FG: 463.66
TL: 461.91
FG: 463.58
TL: 461.83
FG: 463.58
TL: 461.83
FG: 463.70
TL: 461.95
FG: 463.93
TL: 462.18
FG: 463.96
TL: 462.21
FG: 464.76
TL: 463.01
FG: 464.82
TL: 463.07
FG: 465.20
TL: 463.45
FG: 465.88
TL: 464.13
FG: 465.94
TL: 464.19
FG: 466.43
TL: 464.68
FG: 467.00
TL: 465.25
FG: 467.06
TL: 465.31
FG: 468.09
TL: 466.34
FG: 468.14
TL: 466.39
FG: 468.71
TL: 466.96
FG: 466.72
TL: 464.97
FG: 467.12
TL: 465.37
FG: 467.19
TL: 465.44
FG: 468.40
TL: 466.65
FG: 468.47
TL: 466.72
FG: 467.94
TL: 466.19
FG: 467.93
TL: 466.18
FG: 467.48
TL: 465.73
FG: 466.92
TL: 465.17
FG: 466.66
TL: 464.91
FG: 466.76
TL: 465.01
FG: 466.67
TL: 464.92
FG: 466.31
TL: 464.56
FG: 466.26
TL: 464.51
FG: 468.04
INV.: 459.96
FG: 466.97
INV.: 458.89
FG: 465.92
INV.: 457.84
FG: 464.79
INV.: 456.71
FG: 463.70
INV.: 455.62
FG: 463.58
INV.: 455.50
FG: 463.58
INV.: 455.50
FG: 463.83
INV.: 455.75
FG: 464.17
INV.: 456.09
FG: 464.25
INV.: 456.17
FG: 464.74
INV.: 456.66
FG: 465.03
INV.: 456.95
FG: 466.46
INV.: 458.38
FG: 467.07
INV.: 458.99
FG: 467.17
INV.: 459.09
FG: 468.45
INV.: 460.37
FG: 467.91
INV.: 459.83
FG: 467.87
INV.: 459.79
FG: 466.76
INV.: 458.68
FG: 466.62
INV.: 458.54
FG: 466.52
INV.: 458.44
FG: 466.10
INV.: 458.02
43'-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
65'-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
5'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
7'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
4'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
FINISHED GRADEPITCH:2.0%S77° 24' 44"E
FINISHED GRADEPITCH:2.0%S77° 24' 44"E
FINISHED GRADE
PITCH:2.8%
N63° 02' 58"E
12" HDPE
12" HDPE
" H
DP
E
43'-4" HDPE PERFORATED
PIPE @
0.50%
MIN.
12" HDPE
12" HDPE
12" HDPE
12" HDPE
12"
HDPE
12" HDPE
12" HDPE
467468
2.8%
3.0
2.0%
2.0%
2.0%
2.0%
2.0%
64 52
LP
-4.
0:1
-4.
0:1
-4.
0:1
-4.
0:1
-4.0:1
-4.0:1
-4.5:1
66 91
TOP
64 76
TOP
64 76
TOP
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE/COR THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
TRADITIONAL BURIAL SITES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
SEC
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG114
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL GRADING ENLARGEMENT
PLAN SECTION 13
KEY MAP
(NOT TO SCALE)
MA
TC
HL
IN
E
SE
E
SH
EE
T
CG
BURIAL SECTION 13
1,104 PPC
(WITHIN 3'x7'-8" PLOTS)
30'R
11+0012+00 13+00
14+00
15" RCP CL III
15" RCP CL III
18" RCP CL III
" R
CP
C
L I
II
FG: 467.80
TL: 466.05
FG: 467.73
TL: 465.98
FG: 467.70
TL: 465.95
FG: 467.44
TL: 465.69
FG: 467.17
TL: 465.42
FG: 466.90
TL: 465.15
FG: 466.56
TL: 464.81
FG: 466.72
TL: 464.97
FG: 467.12
TL: 465.37
FG: 467.19
TL: 465.44
FG: 468.40
TL: 466.65
FG: 468.47
TL: 466.72
FG: 468.80
TL: 467.05
FG: 469.73
TL: 467.98
FG: 469.67
TL: 467.92
FG: 469.74
TL: 467.99
FG: 470.92
TL: 469.17
FG: 470.99
TL: 469.24
FG: 471.05
TL: 469.30
FG: 471.65
TL: 469.90
FG: 472.31
TL: 470.56
FG: 472.38
TL: 470.63
FG: 473.04
TL: 471.29
FG: 473.49
TL: 471.74
FG: 473.55
TL: 471.80
FG: 474.35
TL: 472.60
FG: 474.40
TL: 472.65
FG: 473.79
TL: 472.04
FG: 473.55
TL: 471.80
FG: 473.30
TL: 471.55
FG: 472.64
TL: 470.89
FG: 472.58
TL: 470.83
FG: 471.47
TL: 469.72
FG: 471.41
TL: 469.66
FG: 470.32
TL: 468.57
FG: 470.26
TL: 468.51
FG: 469.77
TL: 468.02
FG: 469.19
TL: 467.44
FG: 469.13
TL: 467.38
FG: 468.31
TL: 466.56
FG: 467.94
TL: 466.19
FG: 468.00
TL: 466.25
FG: 467.93
TL: 466.18
FG: 467.48
TL: 465.73
FG: 466.92
TL: 465.17
FG: 466.66
TL: 464.91
FG: 466.76
TL: 465.01
FG: 466.67
TL: 464.92
FG: 466.31
TL: 464.56
FG: 466.26
TL: 464.51
FG: 466.46
INV.: 458.38
FG: 467.07
INV.: 458.99
FG: 467.17
INV.: 459.09
FG: 468.45
INV.: 460.37
FG: 469.78
INV.: 461.70
FG: 471.05
INV.: 462.97
FG: 472.33
INV.: 464.25
FG: 473.56
INV.: 465.48
FG: 472.56
INV.: 464.48
FG: 471.40
INV.: 463.32
FG: 470.26
INV.: 462.18
FG: 468.99
INV.: 460.91
FG: 469.16
INV.: 461.08
FG: 467.91
INV.: 459.83
FG: 467.87
INV.: 459.79
FG: 466.76
INV.: 458.68
FG: 466.62
INV.: 458.54
FG: 466.52
INV.: 458.44
FG: 466.10
INV.: 458.02 43
'-4 " H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
FINISHED GRADE
PITCH:2.4%
N63° 09' 52"E
FINISHED GRADE
PITCH:2.4%
N67° 06' 39"E
FINISHED GRADE
PITCH:2.8%
N63° 02' 58"E
12" HDPE
12" HDPE
12" HDPE
12" HDPE
12" HDPE
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
12" HDPE
12" HDPE
12" HDPE12" HDPE
12" HDPE
469 471 472 473
467 468 469
471 472 473 474
471 472 473
2.5%
2.4%
2.4%
2.3%
2.4%
2.8%
3.0
72 98
72 98
TC
-4.
0:1
-4.0:1
-4.0:1
72 90
TOP69 54
TOP
66 91
TOP
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE/COR THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
TRADITIONAL BURIAL SITES
SEC
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
CG115
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30BURIAL SECTION 14
1,034 PPC
(WITHIN 3'X7'-8" PLOTS)
BURIAL GRADING ENLARGEMENT
PLAN SECTION 14
KEY MAP
(NOT TO SCALE)
30'R
10+00 11+00 12+00 13+009+92
" R
CP
C
L I
II
10A
FG: 474.78
TL: 473.03
FG: 474.70
TL: 472.95
FG: 474.24
TL: 472.49
FG: 474.08
TL: 472.33
FG: 473.93
TL: 472.18 FG: 473.87
TL: 472.12 FG: 473.40
TL: 471.65
FG: 473.13
TL: 471.38
FG: 472.86
TL: 471.11
FG: 472.71
TL: 470.96
FG: 472.65
TL: 470.90
FG: 472.42
TL: 470.67
FG: 471.57
TL: 469.82
FG: 471.53
TL: 469.78
FG: 471.47
TL: 469.72
FG: 470.89
TL: 469.14
FG: 470.39
TL: 468.64
FG: 470.35
TL: 468.60
FG: 470.29
TL: 468.54
FG: 469.94
TL: 468.19
FG: 469.55
TL: 467.80
FG: 469.13
TL: 467.38
FG: 469.83
TL: 468.08
FG: 469.89
TL: 468.14
FG: 470.93
TL: 469.18
FG: 470.99
TL: 469.24
FG: 472.04
TL: 470.29
FG: 472.10
TL: 470.35
FG: 473.14
TL: 471.39
FG: 473.20
TL: 471.45
FG: 473.66
TL: 471.91
FG: 473.86
TL: 472.11
FG: 474.09
TL: 472.34
FG: 473.90
INV.: 465.82
FG: 472.68
INV.: 464.60
FG: 471.54
INV.: 463.46
FG: 470.35
INV.: 462.27
FG: 469.55
INV.: 461.47
FG: 468.92
INV.: 460.84
FG: 469.54
INV.: 461.46FG: 470.61
INV.: 462.53
FG: 471.73
INV.: 463.65
FG: 472.85
INV.: 464.77
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
4'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
9'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
8'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
1'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
FINISHED GRADEPITCH:2.0%S77° 41' 04"E
FINISHED GRADEPITCH:2.0%S77° 41' 04"E
12" HDPE 12" HDPE 12" HDPE 12" HDPE
12" HDPE
73 59
GS 470
469471472473
463464466467468469
470 469471472473
2.0%
2.0%
2.0%
2.0%
2.0%
72 98
TC
72 98
TC
73 36
TC
-4.0:1
-4.0:1
-4.
0:1
-4.
0:1
-4.
0:1
4 47
72 90
TOP 69 54
TOP
69 54
TOP
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE/COR THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
TRADITIONAL BURIAL SITES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
SEC
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG116
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL GRADING ENLARGEMENT
PLAN SECTION 15
KEY MAP
(NOT TO SCALE)
BURIAL SECTION 15
1,258 PPC
(WITHIN 3'X7'-8" PLOTS)
MA
TC
HL
IN
E
SE
E
SH
EE
T
CG
FG: 477.41
TL: 475.66
FG: 477.68
TL: 475.93
FG: 477.84
TL: 476.09
FG: 478.11
TL: 476.36
FG: 478.26
TL: 476.51
FG: 478.59
TL: 476.84
FG: 478.75
TL: 477.00
FG: 478.90
TL: 477.15
FG: 479.06
TL: 477.31
FG: 479.33
TL: 477.58
FG: 479.48
TL: 477.73
FG: 478.50
TL: 476.75 FG: 478.55
TL: 476.80
FG: 479.63
TL: 477.88
FG: 479.87
TL: 478.12
FG: 479.93
TL: 478.18
FG: 481.73
TL: 479.98
FG: 481.80
TL: 480.05
FG: 481.96
TL: 480.21
FG: 481.88
TL: 480.13
FG: 481.94
TL: 480.19
FG: 482.18
TL: 480.43
FG: 482.25
TL: 480.50
FG: 482.33
TL: 480.58
FG: 482.37
TL: 480.62
FG: 482.45
TL: 480.70
FG: 482.49
TL: 480.74
FG: 482.49
TL: 480.74
FG: 482.53
TL: 480.78
FG: 482.15
TL: 480.40
FG: 482.00
TL: 480.25
FG: 481.84
TL: 480.09
FG: 481.69
TL: 479.94FG: 480.99
TL: 479.24
FG: 480.93
TL: 479.18
FG: 479.89
TL: 478.14
FG: 479.83
TL: 478.08
FG: 479.08
TL: 477.33
FG: 478.95
TL: 477.20
FG: 478.90
TL: 477.15
FG: 479.01
TL: 477.26FG: 478.95
TL: 477.20
FG: 478.72
TL: 476.97
FG: 478.68
TL: 476.93
FG: 478.60
TL: 476.85
FG: 478.52
TL: 476.77
FG: 478.45
TL: 476.70
FG: 478.25
TL: 476.50
FG: 478.17
TL: 476.42
FG: 478.21
TL: 476.46
FG: 478.15
TL: 476.40
FG: 477.57
TL: 475.82
FG: 477.26
TL: 475.51
FG: 477.25
INV.: 469.17
FG: 477.41
INV.: 469.33
FG: 478.57
INV.: 470.49
FG: 478.13
INV.: 470.05
FG: 478.85
INV.: 470.77
FG: 478.94
INV.: 470.86
FG: 478.96
INV.: 470.88
FG: 478.80
INV.: 470.72
FG: 479.92
INV.: 471.84 FG: 480.93
INV.: 472.85
FG: 481.52
INV.: 473.44
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
'-4
" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
7'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
4'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
3'-
4" H
DP
E
PE
RF
OR
AT
ED
PI
PE
0.
M
IN
15" RCP CL III
0'R
+0
+0
PC: 10+57.48
462 463
476 477
480478
480479
2.0%
2.0%
2.0%
2.0%
2.0%
-3.2:1
TOP
FINISHED GRADE
PITCH:2.0%
N31° 47' 41"E
FINISHED GRADE
PITCH:2.0%
N31° 47' 41"E
FINISHED GRADE
PITCH:2.0%
N31° 47' 41"E
12" HDPE 12" HDPE
12" HDPE
12" HDPE
12" HDPE
12" HDPE
12" HDPE
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, EAST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
TRADITIONAL BURIAL SITES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
SEC
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG117
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
MATCHLINE
SEE SHEET CG118
BURIAL GRADIONG ENLARGEMENT
PLAN SECTION 16-BID OPTION 3
KEY MAP
(NOT TO SCALE)
BURIAL SECTION 16
1,926 PPC
(WITHIN 3'X7'-8" PLOTS)
FG: 479.33
TL: 477.58
FG: 479.48
TL: 477.73
FG: 479.63
TL: 477.88
FG: 479.87
TL: 478.12
FG: 479.93
TL: 478.18
FG: 479.97
TL: 478.22
FG: 480.39
TL: 478.64
FG: 480.54
TL: 478.79
FG: 480.81
TL: 479.06
FG: 481.16
TL: 479.41
FG: 481.09
TL: 479.34
FG: 481.14
TL: 479.39
FG: 481.49
TL: 479.74
FG: 481.57
TL: 479.82
FG: 481.65
TL: 479.90
FG: 481.73
TL: 479.98
FG: 481.80
TL: 480.05
FG: 481.52
FG: 480.52
INV.: 472.44
FG: 479.92
INV.: 471.84
475 476
FINISHED GRADE
PITCH:2.0%
N31° 47' 41"E
IN-GROUND CREMAIN SITES
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
GRANITE SECTION MARKER
HEADSTONE FACE DIRECTION
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH
4. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, EAST ZONE
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
TRADITIONAL BURIAL SITES
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LEGEND:
FG: 1136.90
TL: 1135.15
FG: 1137.50
INV.: 1129.25
2-INCH STEP BETWEEN CRYPTS
SEC
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C G1
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CG117
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
MATCHLINE
SEE SHEET CG117
BURIAL GRADIONG ENLARGEMENT
PLAN SECTION 16-BID OPTION 3
KEY MAP
(NOT TO SCALE)
BURIAL SECTION 16
1,926 PPC
(WITHIN 3'X7'-8" PLOTS)
465 470
47547
465 470
4.2%
STREAM 7 APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
24" RCP CL III
24" RCP CL III
24" RCP CL III
24" RCP CL III
30" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
CL
III
" R
CP
CL
III
15" RCP CL III
15"
RCP CL II
I
15" RCP CL III 15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
CL
III
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. = 455.00
TOP OF EMBANKMENT ELEV. = 456.00
4A
31A
3A32
29A
70 32
GS
77 38
GS
78 14
EP
468469471472473474476477478479481482483484486487488
5 46
465465466
460465
454456456457458459461462463464
469 471 472 473 474
6 45
7 45 8 45
477478479 481482483484
475 473
2.4%
3.0%
2.4%
2.4%
69 74
TC
69 75
TC
69 98
TC-HP
69 79
TC
70 76
TC
76 83
TC
76 68
TC77 08
TC-HP
63 42
TC
65 63
TC
63 22
LP
78 34
TC
78 34
TC
76 68
TC
63 26
TC
TC
63 53
TC63 63
TC
64 12
TC64 22
TC64 72
TC64 82
TC
465464
460461462463464
463463464
468469
482483
2.4%
466466467
468469 471472473474 476477478479 481482483484
-3.0:1
-3.0 :1
-3.
0:1
-4.0 :1
-4.0:1
-4.5:1
-4.0:1
-3.0:1
-4.0:1
-4.0:1
-3.
0:1
-3.0:1
-3.0:1
-4.
0:1
-4.
0:1
-4.
0:1
-4.0:1
-4.0:1
63 50
HP
67 63
HP
76 42
TOP
76 59
TOP
74 93
TOP
TOP
TOP
55 10
INV
69 59
TOP
TOP
65 70
TOP 75 00
TOP
63 45
TOP
63 45
TOP
62 91
TOP
INV
-4.0:1
72 31
TOP
67 21
TOP
67 21
TOP
INV
TOP
24' 22'
22' 24'
12'
30'R
30'R
30'R
30'R
375'R
500'R
31'33'ROAD A
ROAD A
ROAD A
ROAD C
PC: 25+53.67
PT: 27+55.94
PC: 29+12.84
PT: 16+70.02
22' 24'
M11(1)
M11(2)
BM11
26+00
27+00
28+00
29+00
30+00
31+00 32+00
33+00
34+00
35+00
35+69
18+00
18+31
+0
+0
+1
0+00
0+71
ROAD 'A' PROFILE
LP STA. = 27+92.86
LP ELEV. = 463.22
PVI STA. = 28+00
PVI ELEV. = 462.79'
A = 3.50 K = 28.57
100.00' VC
PV
C
ST
A.
= 2 7+
.00
PV
C
EL
EV
3.5 4'
PV
T S
TA
+5
0.0
PV
T E
LE
V.
= 4
.79
-1.50%
2.00%
PV
I: 3
5+
.52
8.1 6'
IN
: 2
.00
OU
T:
5.7
5.4
8.6
5.0
8.3
4.6
8.1
4.2
8.2
3.9
8.5
3.5
9.2
3.2
9.8
3.2
0.7
3.4
2.0
3.7
3.4
4.2
5.9
4.7
9.7
5.2
4.3
5.7
7.9
6.2
6.4
6.7
4.5
7.2
8.6
7.7
4.6
8.2
9.6
8.7
3.4
9.2
2.5
9.7
1.6
0.2
8.4
0.7
4.8
1.2
3.2
1.7
1.4
2.2
9.7
2.7
7.6
3.2
5.7
3.7
4.4
4.2
4.4
4.7
5.5
5.2
7.6
5.7
2.5
6.2
8.0
6.7
1.4
7.2
4.1
7.7
6.7
PR. GRADE @
ROAD C/L
EX. GRADE @
ROAD C/L
+9
7=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
9.0
+0
9=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
2.7
+1
6=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
9.4
+9
7=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
0.8
+9
0=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
7.9
+6
7.5 2=
EN
D
RO
AD
C
ON
ST
RU
CT
IO
N
EL
EV
.=4
.14
+7
6.4 0=
CL
IN
TX
. W
/ R
OA
D B
= S
TA
+8
4.5 2 -
R
OA
D B, EL
EV
.=4
.32
+2
9.6 8=
CL
IN
TX
. W
/ R
OA
D C
= S
TA
- 1 8+
.33
R
OA
D C, EL
EV
.=4
.38
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
COLUMBARIUM AREA
NORTH
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
VERTICAL SCALE: 1"=5'
0 2.5 5 10 15
CT202
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C T2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
MATCHLINE STA 26+00
SEE SHEET CT201
MA
TC
HL
IN
E
ST
A
+0 0 S
EE
S
HE
ET
C T2
TR
ROADWAY A PLAN & PROFILE-BASE
BID
24"
RC
P C
L II
I
30" RCP CL III
15"
RC
P C
L II
I
15" RCP CL III
24" RCP CL III 24
" R
CP
CL
III
24" RCP CL III 24" RCP CL III23
70 32
GS
471472473
471472473474476477478479481482483484486487488489 491492493494
472473
474 3.0
3.0
69 74
TC
69 75
TC
69 98
TC-HP
69 79
TC
70 76
TC
477478479
2.4
2.4
69 35
LP
-3.0:1
-3.
0:1 -3.
0:1
-3.
0:1
-3.0:1
75 83
GS
TC
75 67
TC-HP480
481482483484
TOP
TOP
72 81
TOP
72 81
TOP 69 59
TOP
69 58
TOP
TOP
73 47 73 65
73 81 73 84
73 7273 80 73 91
' 30'R
30'R
97.60'R 500'R
RO
AD
A
ROAD B
PT
: 1
4+
.02
PC
: 1
4+
.22
PT
: 1
6+
.02
50' R
30'R
M12(1)
M12(2)
BM12
+0
+0
33+
13+65
14+00 15+00 16+00
17+0017+1010+0011+00
12+
+0
13+59
47258
PR. GRADE @
ROAD C/L
EX. GRADE
@ROAD C/L
ROAD 'B' PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
5.5
7.1
4.7
8.8
3.9
0.2
3.2
1.9
2.4
2.3
1.6
1.2
0.9
1.1
0.1
3.3
9.6
4.9
9.3
5.1
9.3
4.1
9.6
1.7
0.1
7.6
7.1
LP STA. = 16+12.59
LP ELEV. = 469.35
PVI STA. = 16+00
PVI ELEV. = 468.63'
A = 5.07 K = 23.67
120.00' VC
PV
C
ST
A.
= 1 5+
.00
PV
C
EL
EV
0.4 7'
PV
T S
TA
+6
0.0
PV
T E
LE
V.
= 4
.83
-3.07%
2.00%
PV
I: 1
3+
.24
5.8 3'
IN
O
UT
: -3
.07
PV
I: 1
6+
.53
0.3 2'
IN
: 2
.00
OU
T:
+5
9.0 2=
CO
MM
ON
PO
IN
T W
/ B
ID
O
PT
IO
N
BE
GI
N
AN
D
EN
D
CU
L-D
E-
SA
C
UN
WR
AP
FO
R
RO
AD
B
CO
NT
IN
UA
TIO
N
SE
E B
ID
O
PT
IO
N
SH
EE
T C T2
EL
EV
.=4
.95
+8
4.5 3=
CL
IN
TX
. W
/ R
OA
D A
ST
A-
RO
AD
N
AM
E)
, E
LE
V.=
0.3
+6
5.2 4=
CE
NT
ER
O
F C
UL
-D E-
SA
C
EL
EV
.=4
.83
+7
1=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
6.4
+1
3=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
4.6
ROAD B CDS UNWRAP PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
3.07% -0.98%
PV
I: 1
0+
.00
2.5 8'
IN
O
UT
: 3
.07
PV
I: 1
0+
.18
5.2 6'
IN
: 3
.07
OU
T:
-0.
PV
I: 1
3+
.45
2.5 8'
IN
: -0
.98
OU
T:
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
2.5
4.2
3.3
1.5
4.1
2.4
4.8
1.7
5.1
0.7
4.8
9.4
4.6
8.3
4.3
6.3
4.1
4.6
3.9
3.1
3.6
1.4
3.4
3.0
3.1
4.5
2.9
6.9
2.6
9.7
PR. GRADE @
ROAD C/L
EX. GRADE
@ROAD C/L
+0
0=
BE
GI
N
CU
L-D
E-
SA
C
UN
WR
AP
+5 9.0
2-R
OA
D- B)
, E
LE
V.=
2.5
+5
9.4 5=
EN
D
CU
L-D
E-
SA
C
UN
WR
AP
+5 9.0
2-R
OA
D B)
, E
LE
V.=
2.5
CT203
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
VERTICAL SCALE: 1"=5'
0 2.5 5 10 15
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C T2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
NORTH
ROADWAY B PLAN & PROFILE-BASE
4 45
45545 5 454
2.6%
35' STREAM SETBACK
STREAM 2
54"
CMP
15"
RC
P C
L II
I
15" RCP CL III 18" RCP CL III
24" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
CL
III
15"
RCP CL II
I
" R
CP
CL
III
15" RCP CL III
C2
C1
10A
8A
7A
77 38
GS
73 59
GS
477 478 479 481 482 483 484
457458459
466467468469
471472473
463 464 466 467 468 469
471 472 473 474
461462
465470 462463464466467468469471472473
465465
467468
2.4%
2.5
2.4
2.4
2.3%
2.4%
2.8
3.0
2.0% 2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
76 83
TC
76 68
TC
77 08
TC-HP
64 52
LP
72 98
TC
72 98
TC
73 36
TC
73 36
TC
78 34
TC
78 34
TC
76 68
TC
74 61
TC-HP
74 14
GS
-4.0:1
-4.0 :1
-4.0:1
-4.0:1
-4.5:1
-3.0 :1
-3.0 :1
-3.0:1
-4.0:1
-4.0:1
-4.0:1
-5.
2:1
-3.0:1
-3.1:1
-4.0:1
-4.0:1
455 460 46 4454454455
54 32
INV
53 90
INV
73 64
TOP
72 90
TOP
69 54
TOP
66 91
TOP
64 76
TOP
67 24
TOP
76 42
TOP
76 59
TOP
TOP
64 76
TOP
69 54
TOP
12'
12'
'R
30'R
'R
30'R
300'R
ROAD C
ROAD C
ROAD C
PC
: 1
2+
.67
PT: 16
+02.
'R
22' 24'
M15(1)
M15(2)
M13(1)
M14(1)
M14(2)
BM15
BM13
BM14
24' 22'
35+
35+69
9+9210+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00
18+00 18+31
10+00
11+00
+0
13+0013+1747256
0+00
0+71
ROAD 'C' PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
LP STA. = 14+96.60
LP ELEV. = 464.52
PVI STA. = 15+50
PVI ELEV. = 462.99'
A = 8.58 K = 23.30
200.00' VC
PV
C
ST
A.
= 1 4+
.00
PV
C
EL
EV
4.9 9'
PV
T S
TA
+5
0.0
PV
T E
LE
V.
= 4
.57
-2.00%
6.58%
2.00%
HP STA. = 17+90
HP ELEV. = 476.96
PVI STA. = 17+50
PVI ELEV. = 476.16'
A = -4.58 K = 17.45
80.00' VC
PV
C
ST
A.
= 1 7+
PV
C
EL
EV
3.5
2'
PV
T S
TA
+9
PV
T E
LE
V.
= 4
.96
3.9
5.7
3.4
4.8
2.9
4.4
2.4
3.7
1.9
2.7
1.4
2.3
0.9
1.5
0.4
1.0
9.9
0.8
9.4
0.1
8.9
9.0
8.4
8.3
7.9
7.5
7.4
7.1
6.9
6.8
6.4
6.7
5.9
6.4
5.4
5.9
4.9
5.8
4.6
5.9
4.5
5.7
4.7
5.6
5.1
6.0
5.8
6.4
6.8
7.2
8.0
7.5
9.5
1.4
1.2
2.8
2.8
5.6
4.4
8.5
5.7
1.7
6.5
7.5
7.1
2.6
6.5
PR. GRADE @
ROAD C/L
EX. GRADE
@ROAD C/L
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
9+
.28 =C
EN
TE
R
OF
C
UL
-D E-
SA
C
EL
EV
.=4
.14
+1
1.3 3=
CL
IN
TX
. W
/ R
OA
D A
= S
TA
+2
9.6 8 -
R
OA
D A, EL
EV
.=4
.38
+3
4=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
5.4
+9
7=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
0.6
+0
3=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
3.1
+0
9=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
4.1
+6
9=
" S
TO
RM
SE
WE
R
X-
IN
G
IN
V.=
8.3
+6
0.3 7=
CO
MM
ON
PO
IN
T W
/ B
ID
O
PT
IO
N
BE
GI
N
AN
D
EN
D
CU
L-D
E-
SA
C
UN
WR
AP
FO
R
RO
AD
B
CO
NT
IN
UA
TIO
N
SE
E B
ID
O
PT
IO
N
SH
EE
T C T2
EL
EV
.=4
.78
ROAD C CDS UNWRAP PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
1.00% -1.00%
PV
I: 1
0+
.00
2.6 3'
IN
O
UT
: 1
.00
PV
I: 1
1+
.42
4.2 1'
IN
: 1
.00
OU
T:
-1.
PV
I: 1
3+
.83
2.6 3'
IN
: -1
.00
OU
T:
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
2.6
4.1
2.8
4.2
3.1
4.6
3.3
5.7
3.6
6.3
3.8
6.9
4.1
7.2
4.0
6.8
3.8
6.2
3.5
5.7
3.3
5.5
3.0
4.7
2.8
4.5
EX. GRADE
@ROAD C/L
PR. GRADE @
ROAD C/L
+0
0=
BE
GI
N
CU
L-D
E-
SA
C
UN
WR
AP
+6 0.3
7-R
OA
D
RO
AD
C
), E
LE
V.=
2.6
+1
6.8 3=
EN
D
CU
L-D
E-
SA
C
UN
WR
AP
+6 0.3
7-R
OA
D C)
, E
LE
V.=
2.6
NORTH
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
VERTICAL SCALE: 1"=5'
0 2.5 5 10 15
CT204
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C T2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
ROADWAY C PLAN & PROFILE-BASE
3' (TYP.)
12'
30'R
30'R
97.60'R 500'R
RO
AD
A
ROAD B15+00 16+00
16+84.52
PT
: 1
4+
.02
PC
: 1
4+
.22
PT
: 1
6+
.02
+0
+0
+0
14+00
13+65
50' R
30'R
M12(1)
M12(2)
BM12
.37
(T
YP
57'
(TYP.)
70 32
GS
471472473
471472473474476477478479481482483484486487488489 491492493494
474 3.0
2.4
3.0
2.4
69 74
TC
69 75
TC
69 98
TC-HP
69 79
TC
70 76
TC
477478479
2.4
2.4
69 35
LP
-3.0:1
-3.
0:1
-3.
0:1
-3.
0:1
-3.0:1
75 83
GS
TC
75 67
TC-HP480
481482483484
TOP
70 12
TOP
72 81
TOP
72 81
TOP 69 59
TOP
69 58
TOP
TOP
73 47 73 65
73 81 73 84
73 7273 80 73 91
490500
24"
RC
P C
L II
I
30" RCP CL III
15"
RC
P C
L II
I
15" RCP CL III
24" RCP CL III 24
" R
CP
CL
III
24" RCP CL III 24" RCP CL III23
3'
(TYP.)
22'
24'
'R
30'R
400'R
ROAD D
ROAD B
10+
11+
10+20
11+00
12+00
13+00
14+00
PC: 10
+57.
PT
: 1
4+
.57
14+59.02
M16(1)
BM16
M16(2)
84.37'
(TYP.)
57'
(TYP.)
82 00
GS
473474476
477478
2.0
2.0
2.0
2.0
2.0
82 63
EP
82 83
TC
82 83
TC
82 42
TC
82 43
TC
TC
82 44
HP
480485490 478479481482483484486487488489491492493
-3.0:1
-3.0:1
-3.0 :1
-3.
0:1
-3.
0:1
-3.
0:1
TOP
82 48
TOP
80 50
TOP
22A
" R
CP
CL
III
15"
RCP CL II
I
15" RCP CL III
15" RCP CL III
10+
11+
10+00
11+00
12+00
13+00 14+00 14+59
PC: 10
+57.4
PT
: 1
4+
.57
48241 48200
ROAD 'B' PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
-2.00%1.50%
-3.07%
HP STA. = 10+99.28
HP ELEV. = 482.44
PVI STA. = 11+25
PVI ELEV. = 483.19'
A = -4.57 K = 32.85
150.00' VC
PV
C
ST
A.
= 1 0+
PV
C
EL
EV
2.0
7'
PV
T S
TA
+0
PV
T E
LE
V.
= 4
.89
5.4
1.9
6.4
2.0
7.6
2.3
8.6
2.4
0.4
2.3
2.3
2.0
4.0
1.5
5.8
0.8
5.0
0.1
3.3
9.3
3.0
8.5
1.3
7.8
0.0
7.0
0.0
6.2
9.1
5.5
0.2
4.7
0.9
3.9
0.9
3.2
2.0
PR. GRADE @
ROAD C/L
EX. GRADE
@ROAD C/L
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
+2
0=
CL
IN
TX
. W / R
OA
D
D
ST
A 1
0+
.98
- R
OA
D
D, EL
EV
.=4
.00
+5
9.0 2=
CO
MM
ON
PO
IN
T W
/ B
AS
E B
ID
RE
MO
VE
C
UL
-D
E-
SA
C
BU
ILT
W
ITH
BA
SE
BI
D
FO
R
RO
AD
B
CO
NT
IN
UA
TIO
N
SE
E B
AS
E B
ID
SH
EE
T C
T2
EL
EV
.=4
.95
CT205
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
VERTICAL SCALE: 1"=5'
0 2.5 5 10 15
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C T2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
NORTH
ROADWAY B PLAN & PROFILE-BID
OPTION 3
3' (TYP.)
3' (TYP.)
12'
12'
45'
'R
30'R
'R
30'R
300'R
RO
AD
A
ROAD C
ROAD C
ROAD C
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00
18+00 18+11.33
PC
: 1
2+
.67
PT: 16
+02.
35+
35+67.52
9+92
'R
22' 24'
M15(1)
M15(2)
M13(1)
M14(1)
M14(2)
BM15
BM13
BM14
.37
(T
YP
84.37'
(TYP.)
57'
(TYP.)
84.37'
(TYP.)
57'
(TYP.)
84.37'
(TYP.)
57'
(TYP.)
24' 22'
77 38
GS
78 14
EP
73 59
GS
477 478 479 481 482 483 484
486 487
457458459
466467468469
471472473
463 464 466 467 468 469
471 472 473 474
461462
465470 462463464466467468469471472473
465465
467468
2.4%
2.5
2.4
2.4
2.3%
2.4%
2.8
3.0
2.0% 2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
76 83
TC
76 68
TC
77 08
TC-HP
64 52
LP
72 98
TC
72 98
TC
73 36
TC
73 36
TC
78 34
TC
78 34
TC
76 68
TC
486487488489
74 61
TC-HP
GS
-4.0:1
-4.0 :1
-4.0:1
-4.0:1
-4.5:1
-3.0 :1
-3.0 :1
-3.0:1
-4.0:1
-4.0:1
-4.0:1
-5.
2:1
-3.0:1
-3.1:1
-4.0:1
-4.0:1
455 460 46 4454454455
54 32
INV
53 90
INV
73 64
TOP
72 90
TOP
69 54
TOP
66 91
TOP
64 76
TOP
67 24
TOP
76 42
TOP
76 59
TOP
67 13
TOP
64 76
TOP
69 54
TOP
4 45
45545 5 454
35' STREAM SETBACK
STREAM 2
54"
CMP
15"
RC
P C
L II
I
15" RCP CL III 18" RCP CL III
24" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
CL
III
15"
RCP CL II
I
15"
RC
P C
L II
I
15" RCP CL III
C2
C1
10A
8A
7A
12'
'R
30'R
ROAD C
RO
AD
D
+0
+0
+6
2.5
10+20
10+60.37
73 59
GS
471 472 473 474
73 01
EP
73 20
TC
73 20
TC
72 98
TC
72 98
TC
74 37
TC
73 44
TC-HP
GS
65 74
GS
66 34
GS
66 84
HP
66 50
GS
66 00
GS
-3.0:1
-3.0:1
-3.0:1
INV
74 44
TOP
74 44
TOP
C5
15" RCP CL III
13 12
15" RCP CL III
15" RCP CL III
+0
16+00
16+64
10+00
10+61
ROAD 'C' PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
-2.00%
5.7
3.4
4.8
2.9
4.4
PR. GRADE @
ROAD C/L
EX. GRADE
@ROAD C/L
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
+2
0=
CL
IN
TX
. W / R
OA
D
D = S
TA
+2 3.7
8 - R
OA
D
D, EL
EV
.=4
.59
+6
0.3 7=
CO
MM
ON
PO
IN
T W
/ B
AS
E B
ID
RE
MO
VE
C
UL
-D
E-
SA
C
BU
ILT
W
ITH
BA
SE
BI
D
FO
R
TH
E R
ES
T O F
RO
AD
C
SE
E B
AS
E B
ID
SH
EE
T C T2
EL
EV
.=4
.78
NORTH
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
VERTICAL SCALE: 1"=5'
0 2.5 5 10 15
CT206
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C T2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
ROADWAY C PLAN & PROFILE-BID
12'
12'
30'R
30'R
ROAD C
10+00
11+00
12+00
PC: 12+36.67
9+92
50'R
22' 24'
M15(1)
M15(2)
M14(1)
BM15
57'
(TYP.)
84.37'
(TYP.)
57'
(TYP.)
73 59
GS
2.5% 2.4%
2.4%
2.3%
2.0
2.0
2.0
2.0 %2.0
72 98
TC72 98
TC
73 36
TC
73 36
TC
74 61
TC-HP
74 14
GS
-4.0:1
-4.0:1
-4.0:1
-4.0:1
-4.0:1
-4.0:1 -4.0:1
73 64
TOP
72 90
TOP
69 54
TOP
69 54
TOP
0 46
464 465 465
467 46
647747
482483
35' STREAM SETBACK
STREAM 1
STREAM 3
STREAM 4
STREAM 3
STREAM 1
STREAM 2
STREAM 2
15" RCP CL III
15" RCP CL III
10A
3' (TYP.)
12'
30'R
30'R
30'R
30'R
400'R
500'R
ROAD C
ROAD D
ROAD D
ROAD B
10+20
11+00
12+00
13+00 14+00
15+00
16+00
16+62.57
10+20
11+00
12+00
10+20
10+60.37
PC: 12+03.01
PC: 10+57.48
22' 24'
M16(1)
BM16
M16(2)
84.37'
(TYP.)
57'(TYP.)
73 59
GS
82 00
GS
480 473
477478
468469
471472473474 476477
470475480 471472473474476477478479
475480 474476477478479481482
473470
466467468469 471472473474
476477478
2.0%
2.0%
2.0%
82 63
EP
82 83
TC
82 83
TC
82 42
TC
82 43
TC
TC
73 01
EP
82 44
HP
73 20
TC
73 20
TC
72 98
TC72 98
TC
74 37
TC
73 44
TC-HP
65 00
GS
64 00
GS 64 16
INV6512
GS
65 74
GS
66 34
GS
66 84
HP
66 50
GS
66 00
GS
-3.0:1
-3.0:1
-3.
0:1
-3.
0:1
-3.
0:1
-3.
0:1
-3.0:1
-3.0:1
-3.2:1
-3.0:1
-3.0:1
60 69
INV
62 82
INV
INV
74 44
TOP
74 44
TOP
77 28
TOP
TOP
TOP
TOP82 48
TOP
C4 C6
C3 C5
42" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
CL
III
15" RCP CL III 15" RCP CL III
15" RCP CL III
10+19
11+00
12+00
13+00 14+00
15+00
16+00
16+64
PC
: 1
2+
.01
+0
+0
+0
PC: 10+57.48
10+00
10+61
48241
48200
ROAD 'D' PROFILE
EX
. G
RA
DE
PR
. G
RA
DE
C
L.
-1.50%
PV
I: 1
0+
.00
2.6 4'
IN
O
UT
: -1
.50
PV
I: 1
6+
.57
2.9 9'
IN
: -1
.50
OU
T:
2.5
8.5
2.1
7.1
1.8
5.3
1.4
3.6
1.0
2.4
0.6
2.2
0.3
1.2
9.9
0.6
9.5
9.9
9.1
9.3
8.8
8.7
8.4
8.6
8.0
7.8
7.6
6.7
7.3
2.0
6.9
4.0
6.5
3.7
6.1
4.7
5.8
5.2
5.4
4.4
5.0
5.0
4.6
5.4
4.3
5.3
3.9
4.8
3.5
5.0
3.2
5.2
PR. GRADE @
ROAD C/L
EX. GRADE
@ROAD C/L
+2
0=
BE
GI
N
RO
AD
C
ON
ST
RU
CT
IO
N
EL
EV
.=4
.63
+6
1.9 8=
CL
IN
TX
. W
/ R
OA
D B
= S
TA
+2
0 - R
OA
D
B, EL
EV
.=4
.00
COMPACTED STRUCTURAL
FILL PER GEOTECH REPORT
+2
3.7 8=
CL
IN
TX
. W
/ R
OA
D C
= S
TA
+2
0 - R
OA
D
C, EL
EV
.=4
.59
+6
2.5 7=
EN
D
OF
R
OA
D
CO
NS
TR
UC
TIO
N
EL
EV
.=4
.01
NORTH
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
VERTICAL SCALE: 1"=5'
0 2.5 5 10 15
CT207
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
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RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C T2
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group…
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