S02 GLNC Phase II - Plans_Part12.pdf
PDF 14 MB Posted
- Solicitation number
- 36C10F20R0098
About this file
This document outlines a federal contract opportunity for the Great Lakes National Cemetery Phase 2 Expansion project. The Department of Veterans Affairs, Office of Construction and Facilities Management is issuing a solicitation for a design-bid-build construction project to develop approximately 30 acres of undeveloped land at the Great Lakes National Cemetery in Oakland County, Michigan. This will provide approximately 29,400 additional gravesites, including casket and cremation sites, in new burial sections. The project scope includes pre-placed crypt gravesites, columbarium niches, infrastructure like access roads and parking, a new committal service shelter, landscaping, and site improvements such as drainage and irrigation. Additional requirements include electrical upgrades, security enhancements, and GIS integration. This 100% service-disabled veteran-owned small business set-aside opportunity is solicited under solicitation number 36C10F20R0098.
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Text version
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 10
923PC2006
JULY 31, 2020 JPG BJS Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
CI201
SITE SIGNAGE PLAN
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 10
923PC2006
JULY 31, 2020 JPG BJS Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
PROPOSED SIGN DETAILS
CI501
ACCESSIBLE
VAN
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 10
923PC2006
JULY 31, 2020 JPG BJS Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
CI502
PROPOSED SIGN DETAILS
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 10
923PC2006
JULY 31, 2020 JPG BJS Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
SE101
SITE SECURITY PLAN
LEGEND:
SITE SECURITY NOTES:
CCTV #1
CCTV #3
CCTV #6
CCTV #7
CCTV #8
CCTV #9
CCTV #10
CCTV #11
CCTV #12
CCTV #2
CCTV #4
CCTV #5
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 10
923PC2006
JULY 31, 2020 JPG BJS Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
SE102
SECURITY FLOOR PLANS
GENERAL NOTES:
CORRIDOR
55 SF
FD
FD
FD
FD
Prep Area
SL001
Storage
SRS01
Mech
Women's
TLTU1
Men's
TLTU1
HAC
JANC1
HS
HS
HS
HS
HS
F
F
FEC
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 10
923PC2006
JULY 31, 2020 JPG BJS Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
SE103
SECURITY FLOOR PLANS
GENERAL NOTES:
6.
TY
P.
DOUBLE-SIDED COLUMBARIUM WALL, 5
NICHES HIGH (330 NICHES PER WALL)
.0
0'
TY
P.
7.00'
TYP.
6.
1.
TY
P.
.6
7'
TY
P.
.6 7'
TY
P.
ALIGN,
TYP.
ALIGN,
TYP.
AL
IG
N, TY
P.
CL
7.
5.
7.
5.
7.
5.
6.
5.
6.
5.
6.
5.
1.
TY
P.
6.
6.33'±
AL
IG
N, TY
P.
AL
IG
N, TY
P.
10.00' 10.00' 10.00' 10.00'
6.
' T
YP
5.
5.
.0
0'
.0 0'
.8
3'
.8 3'
7.
TY
P.
7.
TY
P.
7.
TY
P.
177.41°'
177.41°'
177.41°'
177.41°'
177.41°'
177.41°'
LIGHT DUTY
CONCRETE,
TYP. SEE
DETAIL 8 ON
DT502
CL CL
CL
CI703
CI703
SINGLE-SIDED COLUMBARIUM WALL, 5
NICHES HIGH (1510 NICHES ENTIRE
WALL)
7.
TY
P.
6.
TY
P.
6.
TY
P.
6.
TY
P.
6.
TY
P.
.4
5'
P.O.B.
10.00'
TYP.
6.67'
TYP.
EQ
TY
P.
EQ
TY
P.
CL
CL
10.00'
TYP.
3.
' T
YP
CL
ALIGN,
TYP.
ALIGN, TYP.
1.
175.89°'
TYP.
160.36°'
CI703
CI703
TYP.TYP.
CI701
CI703
CI702
CI701
CI702
TYP.
C1
C2C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35 C36
C37
C38
C39
C40
C41
C42
C43
C44
C59
C60
C75
1.
' T
YP
1.
' T
YP
GRAVEL MOW STRIP,
TYP.
CS401
TYPICAL WALK
LAYOUT AT PIERS
FLOWER WATERING
STATION SEE
DETAIL 1 ON L-502
COLUMBARIUM
IDENTIFICATION
SIGN, TYP.
SEE CI201
BENCH,
TYP. SEE
DETAIL 2
ON L-502
FLOWER WATERING
STATION SEE
DETAIL 1 ON L-502
HEAVY DUTY
CONCRETE, TYP.
LANDSCAPE ISLAND,
TYP. SEE L-501 AND
DETAIL 7 ON DT502
FOR DRAINAGE AND
CONCRETE
REINFORCEMENT
C83
C84
C85
C86
C87
C88 C89
C90
C91
AL
IG
N
LIGHT DUTY
CONCRETE,
TYP.
DT502
DT503
C
AL
IG
N, T
YP
ALIG
N, TYP.
L PIER
CL PIER
EQ.
TYP.
EQ.
TYP.
5.
' T
YP
90.00°'
90.00°'
90.00
LAYOUT
POINT, TYP.
1.
LAYOUT
POINT, TYP.
VA
RI
ES
CL PIER
SINGLE-SIDED
COLUMBARIUM
DOUBLE-SIDED
COLUMBARIUM
1.
1.
SCORE JOINTS TO BE
PARALLEL TO EDGE
OF PAVEMENT AT
DOUBLE-SIDED
COLUMBARIUM, TYP.
VARIES
VARIES
Point Table*
Point #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C59
C60
C75
C83
C84
C85
C86
C87
C88
C89
C90
C91
Northing
492315.7442
492355.0519
492354.0592
492391.5888
492353.4770
492391.0065
492353.8148
492391.3444
492355.7019
492393.2315
492358.8170
492396.3466
492363.1836
492400.7132
492368.8276
492406.3571
492376.8575
492414.3871
492399.8885
492437.4181
492399.3102
492436.8397
492399.6488
492437.1784
492401.5359
492439.0655
492404.6511
492442.1806
492409.0168
492446.5464
492414.6616
492452.1911
492422.6915
492460.2211
492444.7332
492444.2922
492445.1125
492447.1466
492450.4093
492454.9245
492460.7191
492467.2574
492358.3694
492395.2010
492404.1986
492441.3961
492448.7112
492472.0698
492465.4269
492459.6752
492455.1951
492451.9576
492449.9393
492449.1254
492449.5486
492453.5266
Easting
13323982.3414
13323978.9736
13323955.6400
13323952.4292
13323928.9257
13323925.7149
13323902.1230
13323898.9122
13323875.1974
13323871.9866
13323848.1668
13323844.9560
13323821.0389
13323817.8281
13323793.7822
13323790.5714
13323766.3311
13323763.1203
13323951.7191
13323948.5083
13323925.0045
13323921.7937
13323898.2114
13323895.0006
13323871.2859
13323868.0751
13323844.2553
13323841.0445
13323817.1177
13323813.9069
13323789.8707
13323786.6599
13323762.4196
13323759.2088
13323947.8824
13323921.1204
13323894.4592
13323867.5648
13323840.5649
13323813.4532
13323786.2400
13323758.6068
13324002.1084
13323998.9573
13323998.1875
13323995.0051
13323994.3792
13323758.1953
13323787.3344
13323814.3433
13323841.2404
13323868.0287
13323894.7106
13323921.1561
13323947.4704
13323993.9672
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM SITE PLAN
ENLARGEMENT 1
CS401
KFSDLM
KEY MAP
M
AT
CH
LI
NE
S
EE
C
O
LU
M
BA
RI
UM
S
IT
E
PL
AN
E
NL
AR
G
EM
EN
T
- S
HE
ET
C S4
M
AT
CH
LI
NE
S
EE
C O
LU
M
BA
RI
UM
S
IT
E
PL
AN
E
NL
AR
G
EM
EN
T
- S
HE
ET
C
S4
NOTES
1. SEE COLUMBARIUM NUMBERING PLAN CI700 FOR
MORE INFORMATION
2. SEE CI701 THROUGH CI703 FOR COLUMBARIUM
ELEVATIONS
LEGEND
BENCH
FLOWER WATERING STATION
NEW STORM DRAIN STRUCTURE
LANDSCAPE ISLAND
COLUMBARIUM SIGN
CS401
Scale: NTS
TYPICAL WALK LAYOUT AT PIERS1
*NOTE: "POINT" REFERS TO FACE OF
FOUNDATION AT CENTERLINE OF PIER.
SEE DETAIL 1 (THIS SHEET) AND PLAN
VIEW DETAILS ON SHEETS CI705 AND
CI706.
EXPANSION JOINT
HEAVY DUTY CONCRETE
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
10.00'
TYP.
EQ
TY
P.
EQ
TY
P.
CL
CL
AL
IG
N, TY
P.
10.00'
TYP.
3.
' T
YP
CL
AL
IG
N, TY
P.
6.67'
TYP.
7.00'
TYP.
.0
0' T
YP
6.
5.
' 5.
' 5.
5.
5.
5.
7.
7.
7.
6.
6.
6.
1.00'
TYP.
177.41°' 177.41°'
177.41°'
177.41°
177.41
177.4 1°'
1.
6.
.6
7' 6.
TY
P.
.6
7'
ALIGN,
TYP.
ALIGN,
TYP.
DOUBLE-SIDED COLUMBARIUM WALL, 5
NICHES HIGH (330 NICHES PER WALL)
6.
TY
P.
LIGHT DUTY
CONCRETE,
TYP. SEE
DETAIL 8 ON
DT502.
7.50'
7.50'
TYP.
7.50'
TYP.
7.50'
TYP.
6.00'
TYP.
6.00'
TYP.
6.00'
TYP.
6.00'
TYP.
160.36°'
SINGLE-SIDED COLUMBARIUM WALL, 5
NICHES HIGH (1510 NICHES ENTIRE WALL)
CI701
CI702
CI703
CI703
CI703
CI703
TYP.TYP.
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C76 C77
C78
C79
C80 C81
C82
GRAVEL MOW
STRIP, TYP. 1.
TY
P.
1.
TY
P.
FLOWER WATERING
STATION SEE
DETAIL 1 ON L-502
6.33'
BENCH,
TYP. SEE
DETAIL 2
ON L-502
HEAVY DUTY
CONCRETE, TYP.COLUMBARIUM
IDENTIFICATION
SIGN, TYP.
SEE CI201
LANDSCAPE ISLAND,
TYP. SEE L-501 AND
DETAIL 7 ON DT502
FOR DRAINAGE AND
CONCRETE
REINFORCEMENT
C92
C93
C94
C95
C96
C97
C98
ALIG
N
LIGHT DUTY
CONCRETE,
TYP.
DT502
DT503
Point Table*
Point #
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C76
C77
C78
C79
C80
C81
C82
C92
C93
C94
C95
C96
C97
C98
Northing
492362.0013
492399.5308
492366.8871
492404.4166
492373.3204
492410.8500
492380.9819
492418.5114
492389.8931
492427.4195
492400.0849
492437.6145
492412.6612
492450.1908
492407.8344
492445.3640
492412.7194
492450.2490
492419.1528
492456.6824
492426.8142
492464.3438
492435.7262
492473.2558
492445.9173
492483.4469
492458.4935
492496.0231
492452.8225
492458.1597
492464.7327
492472.5343
492481.5877
492491.9222
492503.0594
492457.5794
492462.8737
492469.3950
492477.1359
492486.1197
492496.3742
492507.8718
Easting
13324028.5617
13324025.3509
13324054.9175
13324051.7067
13324081.1312
13324077.9204
13324107.2398
13324104.0290
13324133.2318
13324130.0241
13324159.1336
13324155.9228
13324184.8218
13324181.6110
13324024.6405
13324021.4297
13324050.9866
13324047.7758
13324077.2003
13324073.9895
13324103.3089
13324100.0981
13324129.3106
13324126.0997
13324155.2028
13324151.9919
13324180.8909
13324177.6801
13324020.8272
13324046.9616
13324073.1196
13324099.1729
13324125.1195
13324150.9571
13324177.0781
13324019.9711
13324045.8940
13324071.8453
13324097.6943
13324123.4395
13324149.0633
13324176.6660
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM SITE PLAN
ENLARGEMENT 2
CS402
KFSDLM
KEY MAP
M
AT
CH
LI
NE
S
EE
C
O
LU
M
BA
RI
UM
S
IT
E
PL
AN
E
NL
AR
G
EM
EN
T
- S
HE
ET
C S4
M
AT
CH
LI
NE
S
EE
C O
LU
M
BA
RI
UM
S
IT
E
PL
AN
E
NL
AR
G
EM
EN
T
- S
HE
ET
C
S4
NOTES
1. SEE COLUMBARIUM NUMBERING PLAN CI700 FOR
MORE INFORMATION
2. SEE CI701 THROUGH CI703 FOR COLUMBARIUM
ELEVATIONS
LEGEND
CS402
*NOTE: "POINT" REFERS TO FACE OF
FOUNDATION AT CENTERLINE OF PIER.
SEE DETAIL 1 (THIS SHEET) AND PLAN
VIEW DETAILS ON SHEETS CI705 AND
CI706.
BENCH
FLOWER WATERING STATION
NEW STORM DRAIN STRUCTURE
LANDSCAPE ISLAND
COLUMBARIUM SIGN
EXPANSION JOINT
HEAVY DUTY CONCRETE
2%
MAX.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
1%
MIN.,
TYP.
2%, MAX.
2%, MAX.
1% MIN.,
TYP.
2%
MAX.,
TYP.
2%
MAX.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
1%
MIN.,
TYP.
1%
TYP.
UNDERDRAIN,
TYP.
2%
MAX.,
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP. 2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
STORM
DRAIN, TYP.;
SEE CG403
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
2%
MAX.,
TYP.
1%
MIN.,
TYP.
1%
MIN.,
TYP.
1%
1%
1%
1%
1%
TYP.
1%
TYP.
923.61923.22923.13922.93 922.82922.66
922.53 922.35
922.22922.02
921.92
923.75
923.65
923.51
923.51
923.61
923.55
923.61
923.75
923.65
923.51
923.41
923.41
923.51 923.20
923.11
923.11
923.16
923.11
923.16
923.30
923.28
923.17 923.21923.16
923.08
922.60
922.82
923.04
922.95
922.85
922.88
922.93
922.97
922.84
923.20923.13
922.80
922.62 922.82
922.75
922.86
922.55
922.66
922.72
922.57
922.53
922.42
922.52
922.28
922.46
922.37
922.26
922.33
922.35
922.26
922.53
921.94
921.76
921.67
922.18
922.04
921.93
922.23
922.20
921.98
922.18
922.02
921.93
922.17
921.65
921.96
921.86
921.76
921.91
921.68
921.68
921.77
921.85
921.68
921.91
921.38
921.48
921.35
921.05
921.11
921.61
921.47
921.52
921.48
921.63
921.55
921.72
921.40
921.40
921.28
921.11 921.04
921.39 921.19
921.19
921.33
921.35
921.06
921.06
921.00
921.00
920.94
920.80
923.50
923.42
923.12
923.02
922.80
922.73
922.59
922.52
922.10
922.03
921.94
921.86
921.63
921.54
921.39
921.31
920.98
920.90
920.94
920.94
920.90
920.90
923.42923.30
923.49923.37
921.16
921.14
921.21
921.25
921.16 921.26
921.60
921.46 921.58
921.73 921.86
921.82 921.89
921.79 921.87
921.79 921.82
922.05 922.16
922.03 922.12
922.03
922.41 922.49
922.45 922.32
922.41 922.49
922.61
922.36
922.55
922.60 922.69
922.65
922.81
922.70
922.67 922.71
922.75
922.87
922.91 922.98
922.92 922.98
923.11
922.85 922.94
922.92 922.96
923.11922.45
922.61
922.28
922.12
922.28
922.09 922.16
922.02
921.74
921.49 921.60
921.46 921.58
921.74
921.40
921.31 921.33
921.28921.26
921.38
921.37 921.54
921.67
921.61
921.54
921.67
921.69
921.84 921.95
921.88 922.11 922.21
922.11 922.21
922.53
922.54
922.46 922.54
921.97
922.22
921.30 921.21
921.38
921.36
921.11
921.11
921.59
921.95
921.78 921.90
921.91
922.25
922.49
922.45
922.74922.65
922.53
922.80922.79
922.78
922.90 923.04
922.97 923.04
923.18
923.41
923.01
923.03
923.13
922.56
923.40
923.50
923.22
923.29923.39
923.25
2%
2%
921.01 921.11
921.35 921.48
921.72 921.76 921.99
922.08
922.29 922.41
921.59 922.72
922.88 922.93 923.18
923.27 923.67
923.22
1%
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM GRADING PLAN
ENLARGEMENT 1
CG401
KFSDLM
86425 1010 0
Scale: 1" = 10'
KEY MAP
M
ATCHLINE SEE CO
LUM
BARIUM
G
RADING
PLAN ENLARG
EM
ENT 2 - SHEET CG
M
ATCHLINE SEE CO
LUM
BARIUM
G
RADING
PLAN ENLARG
EM
ENT 2 - SHEET CG
CG401
NOTES
1. SEE CG403 FOR COLUMBARIUM DRAINAGE PLAN
ENLARGEMENT
LEGEND
STORM MANHOLE
STORM DRAIN
UNDER DRAIN
BENCH
FLOWER WATERING STATION
LANDSCAPE ISLAND
COLUMBARIUM SIGN
AREA DRAIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ST
2%
MAX.
2% MAX.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.1%
MIN.
TYP.
2% MAX.
TYP.1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.1%
MIN.
TYP.
2% MAX.
TYP.1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
2% MAX.
TYP.
1%
MIN.
TYP.
925.83 925.76
925.53925.47
925.23925.16 924.91
924.84924.60
924.53924.29924.22
924.00923.90
925.62
925.53
925.75 925.72
925.37
925.45
925.54
925.39
925.47
925.39
925.32
925.23
925.15
925.09
925.35
925.14
925.24
925.09
925.02
925.02
924.91 924.84
924.94
924.82
924.95
924.78
924.71
924.76
924.60 924.55
924.64
924.52
924.78
924.64
924.48
924.46
924.27
924.18
924.29
924.21
924.39
924.35
924.09
924.05
924.17
923.96
924.05
923.97
923.91
924.10
923.86
923.88
924.07
923.83 923.89
923.86
923.68
923.69
923.75
923.68
923.78
923.58
923.59
923.78
923.58
925.70
925.42
925.67
925.80
925.61
925.74
925.23
925.68
925.68 925.65
925.62
925.58
925.56
925.15
925.02
924.94924.68
924.60 924.51
924.43 924.08
924.00
923.90
923.83
923.66
923.78
923.66 923.78
923.94
923.66
923.78
923.66 923.78
923.94
923.98
923.96
924.08
924.22
924.06
923.95
923.94
924.06
924.22
924.05
924.26
924.54
924.37
924.27 924.40
924.23
924.44
924.32
924.20 924.28
924.52
924.52
924.81
924.64
924.64
924.62
924.66
924.86
924.73
924.70
924.83
925.12
924.96
924.95
924.83
924.91
925.16
925.09
925.00924.90
925.12
925.41
925.25
925.25
925.12
925.23
925.49
925.33
925.34
925.22
925.66
925.50925.40
925.52925.42
925.45
925.79
925.62925.50
925.62925.50
923.58
923.71 923.87
923.71 923.87
924.03 924.15
924.00
924.15
924.18
924.32 924.47
924.38
924.28
924.03
924.09
924.17
924.37
924.42
924.71
924.60
924.71
924.79
924.57 924.74
924.46
925.02
924.77
924.85
924.96
925.03
925.00
924.88
924.78
925.05
925.07
925.18
925.28 925.42
925.17 925.34
925.55
925.45
925.72
925.47
925.59
924.46
925.08
925.33
925.49
925.25
924.87
924.60
923.62
923.74 923.96
924.06 924.29
924.35 924.60
924.67 924.92
924.99 925.25
925.30 925.54
925.61
925.85 925.91
923.86
925.27
925.60 925.79
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM GRADING PLAN
ENLARGEMENT 2
CG402
KFSDLM
86425 1010 0
Scale: 1" = 10'
KEY MAP
M
AT
CH
LI
NE
S
EE
C
O
LU
M
BA
RI
UM
G
RA
DI
NG
P
LA
N
EN
LA
RG
EM
EN
T
- S
HE
ET
C
G
M
AT
CH
LI
NE
S
EE
C O
LU
M
BA
RI
UM
G
RA
DI
NG
P
LA
N
EN
LA
RG
EM
EN
T
- S
HE
ET
C G
CG402
NOTES
1. SEE CG403 FOR COLUMBARIUM DRAINAGE PLAN
ENLARGEMENT
LEGEND
STORM MANHOLE
STORM DRAIN
UNDER DRAIN
BENCH
FLOWER WATERING STATION
LANDSCAPE ISLAND
COLUMBARIUM SIGN
AREA DRAIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STORM DRAIN 6" HDPE
SOLID PIPE, @ 1.0% TYP.
YARD DRAIN, TYP.
PLANTING UNDER DRAIN 4"
HDPE PERFORATED PIPE, TYP.
COLUMBARIUM UNDER DRAIN 6"
HDPE PERFORATED PIPE, TYP.
FLOWER WATERING
STATION DRAIN TO
STORM DRAIN
UNDER DRAIN 6" HDPE
PERFORATED PIPE, TYP.
RIM 923.01
RIM 923.11
RIM 923.12
RIM 923.03
RIM 922.60
RIM 922.82
RIM 922.85
RIM 922.78
RIM 922.84
RIM 922.53
RIM 922.45
RIM 922.57
RIM 922.28
RIM 922.26
RIM 922.25
RIM 922.26
RIM 921.94
RIM 921.67
RIM 921.93
RIM 921.90
RIM 921.93
RIM 921.68
RIM 921.59
RIM 921.68
RIM 921.38
RIM 921.05
RIM 921.40
RIM 921.36
RIM 921.40
RIM 921.04
RIM 921.11
RIM 921.11
INV. OUT =
919.05
INV. IN =
918.73
INV. IN =
918.47
INV. OUT =
918.37
INV. OUT =
918.63
INV. IN =
918.07
INV. OUT =
917.97
INV. OUT =
919.38
INV. IN =
919.12
INV. OUT =
919.02
INV. IN =
918.82
INV. OUT =
918.72
INV. IN =
918.46
INV. OUT =
918.36
INV. OUT =
919.67
INV. IN =
919.40
INV. OUT =
919.30
INV. IN =
919.11
INV. OUT =
919.01
INV. IN =
918.74
INV. OUT =
918.64
INV. IN =
919.66
INV. OUT =
919.56
INV. IN =
919.38
INV. OUT =
919.28
INV. IN =
919.00
INV. OUT =
918.90
INV. IN =
919.33
INV. OUT =
919.23
INV. IN =
919.64
INV. OUT =
919.54
INV. IN =
919.72
INV. OUT =
919.62
INV. IN =
919.99
INV. OUT =
919.89
INV. IN =
920.30
INV. OUT =
920.20
INV. IN =
919.98
INV. OUT =
919.88
INV. IN =
919.92
INV. OUT =
919.82
INV. IN =
920.26
INV. OUT =
920.16
INV. IN =
920.58
INV. OUT =
920.48
INV. IN =
920.86
INV. OUT =
920.76
INV. IN =
920.56
INV. OUT =
920.46
INV. IN =
920.20
INV. OUT =
920.10
INV. OUT =
919.94
INV. OUT =
920.28 INV. OUT =
920.60
INV. OUT =
920.82 INV. OUT =
921.13
109 LF 18" SOLID SDR26
COLLECTOR PIPE, @ 0.5%
PLANTING UNDER DRAIN,
6" HDPE PIPE @ 1%, TYP.
TIE COLUMBARIUM UNDER
DRAIN INTO PLANTING
UNDER DRAIN, TYP.
FOOTING DRAIN 6" HDPE
PERFORATED PIPE, TYP.
INV. IN =
917.86
INV. OUT=
917.76
6"X18" WYE
INV. IN =
917.98
INV. OUT =
917.45
152 LF 15"
SOLID SDR26
COLLECTOR
PIPE, @ 0.5%
6"X15" WYE
INV. IN = 918.51
STORM MANHOLE
FLOWER
WATERING
STATION DRAIN
TO STORM
DRAIN
15"X18" SDR26 REDUCER
6"X18" WYE
INV. IN =
918.12
6"X18" WYE
INV. IN = 918.23
6"X18" WYE
INV. IN = 918.37
6"X15" WYE
INV. IN = 918.64
6"X15" WYE
INV. IN = 918.76
22LF 4" HDPE PIPE
MIN. SLOPE 0.5%
60 LF 18" SOLID
SDR26 PIPE @ 0.5%
L
F
" H
PD
E
.0
16 LF 6"
HPDE @
1.0%
L
F 6"
H
PD
E
.0
L
F
HP
DE
1.
0%
L
F
SD
R2
PI
PE
.5
L
F
HP
DE
.0
19.5 LF
HPDE @
1.0%
L
F 6"
H
PD
E
.0
18.5 LF
HPDE @
1.0%
L
F 6"
H
PD
E
.0
17.5 LF
HPDE @
1.0% 17.0 LF
HPDE @
1.0% 22.0 LF
HPDE @
1.0%
26.0 LF HPDE
1.0%
20.0 LF
HPDE @
1.0%
22.0 LF
HPDE @
1.0%
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
.5 L
F 6"
H
PD
E
.0
L
F 6"
H
PD
E
.0
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
L
F
" H
PD
E
.5
L
F
HP
DE
.7
L
F
" H
PD
E
.0
L
F
" H
PD
E
.6
L
F
" H
PD
E
.4
L
F
" H
PD
E
.1
L
F
" H
PD
E
1.
2%
INV. IN
=918.79
INV. IN
=918.13
INV. IN
=919.18
INV. IN
=918.52
INV. IN
=919.47 INV. IN
=919.73
INV. IN
=920.06
INV. IN
=919.40
INV. IN
=919.72
INV. IN
=920.38
INV. IN
=920.00
INV. IN
=920.66
INV. IN
=918.81
INV. IN
=919.07
INV. IN
=921.01
INV. IN
=920.63
INV. IN
=920.23
INV. IN
=918.00
INV. IN
=918.32
INV. IN
=918.63
INV. IN
=918.90
INV. IN
=919.17
INV. IN
=919.52
INV. IN
=919.86 INV. IN
=920.10
INV. IN
=920.50
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM DRAINAGE PLAN
ENLARGEMENT 1
CG403
KFSDLM
86425 1010 0
Scale: 1" = 10'
KEY MAP
M
ATCHLINE SEE CO
LUM
BARIUM
G
RADING
PLAN ENLARG
EM
ENT 2 - SHEET CG
M
ATCHLINE SEE CO
LUM
BARIUM
DRAINAG
E PLAN ENLARG
EM
ENT 2 - SHEET CG
CG403
LEGEND
STORM MANHOLE
STORM DRAIN
UNDER DRAIN
BENCH
FLOWER WATERING STATION
LANDSCAPE ISLAND
COLUMBARIUM SIGN
AREA DRAIN
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
STORM DRAIN 6" SOLID
HDPE PIPE @ 1.0%, TYP.
CATCH BASIN, TYP.
PLANTING UNDER DRAIN 4" HDPE
PERFORATED PIPE, TYP.
COLUMBARIUM UNDER DRAIN 6"
HDPE PERFORATED PIPE, TYP.
TIE FLOWER WATERING
STATION DRAIN INTO
STORM DRAIN
COLUMBARIUM UNDER
DRAIN 6" HDPE
PERFORATED PIPE, TYP.
PLANTING UNDER
DRAIN, 6" HDPE
PERFORATED PIPE,
TYP.
925.45
RIM 925.45
RIM 925.37
RIM 925.61
RIM 925.18
RIM 925.14
RIM 925.07
RIM 925.08
RIM 924.85
RIM 924.82
RIM 924.78
RIM 924.77
RIM 924.52
RIM 924.60
RIM 924.46
RIM 924.46
RIM 924.21
RIM 924.18
RIM 924.09
RIM 924.17
RIM 923.91
RIM 923.86
RIM 923.88
RIM 923.86
RIM 923.58
RIM 923.58
RIM 923.59
RIM 923.58
INV. IN =
921.35
INV. OUT =
921.25
INV. IN =
921.03
INV. OUT =
920.93
INV. IN =
920.69
INV. OUT =
920.59
INV. IN =
921.01
INV. OUT =
920.91
INV. IN =
921.34
INV. OUT =
921.24
INV. IN =
921.66
INV. OUT =
921.56
INV. IN =
921.98
INV. OUT =
921.88
INV. IN =
921.65
INV. OUT =
921.55
INV. IN =
921.32
INV. OUT =
921.22
INV. IN =
921.64
INV. OUT =
921.54
INV. IN =
921.96
INV. OUT =
921.86
INV. IN =
922.30
INV. OUT =
922.20
INV. IN =
922.60
INV. OUT =
922.50
INV. IN =
922.26
INV. OUT =
922.16
INV. IN =
921.94
INV. OUT =
921.84
INV. IN =
922.28
INV. OUT =
922.18
INV. IN =
922.59
INV. OUT =
922.49
INV. IN =
922.94
INV. OUT =
922.84
INV. IN =
923.25
INV. OUT =
923.15
INV. IN =
922.89
INV. OUT =
922.79
INV. IN =
922.59
INV. OUT =
922.49
INV. OUT =
921.59
INV. OUT =
921.89
INV. OUT =
922.21
INV. OUT =
922.52
INV. OUT =
922.82
INV. OUT =
923.15
INV. OUT =
923.45
TIE COLUMBARIUM
UNDER DRAIN INTO
PLANTING UNDER
DRAIN, TYP.
FOOTING DRAIN 6"
HDPE PERFORATED
PIPE, TYP.
152 LF 15" SOLID SDR26
COLLECTOR PIPE, @
0.5%
133' LF 12" SOLID SDR26
COLLECTOR PIPE @ 0.5%
STORM DRAIN 6" SOLID
HDPE PIPE @ 1.0%, TYP.
12"X15" SDR26
REDUCER
6"X12" WYE
INV. IN = 919.67
6"X15" WYE
INV. IN = 919.00
6"X15" WYE
INV. IN = 919.13
6"X12" WYE
INV. IN = 919.26
6"X12" WYE
INV. IN = 919.39
6"X12" WYE
INV. IN = 919.53
6"X12" WYE
INV. IN = 919.82
22.0 LF
HPDE @
1.0%
22.5 LF
HPDE @
1.0%
23 LF
HPDE @
1.0%
24 LF
HPDE @
1.0%
24.0 LF
HPDE @
1.0%
25 LF
HPDE @
1.0%
26 LF
HPDE @
1.0%
L
F 6"
H
PD
E
.0
L F
6" H
PD
E
.0
.5
L F
6" H
PD
E
.0
.0
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
L F
6" H
PD
E
.0
.5
L F
6" H
PD
E
.0
.5
L F
6" H
PD
E
.0
.0
L F
6" H
PD
E
.0
L
F 6"
H
PD
E
.0
.0
L F
6" H
PD
E
.0
.0
L F
6" H
PD
E
.0
L
F
" H
PD
E
1.
0%
L
F
" H
PD
E
2.
7%
L
F
" H
PD
E
3.
0%
L
F
" H
PD
E
3.
2%
.2
L F
" H
PD
E
9.
7%
.5
L F
" H
PD
E
3.
6% 17
.0 L
F
" H
PD
E
5.
7%
INV. IN
=921.43
INV. IN
=920.77
INV. IN
=921.09
INV. IN
=921.74
INV. IN
=921.40
INV. IN
=922.06
INV. IN
=922.37
INV. IN
=921.71
INV. IN
=922.68
INV. IN
=922.03
INV. IN
=922.34
INV. IN
=923.00
INV. IN
=922.66
INV. IN
=923.32
INV. IN
=920.82
INV. IN
=921.15
INV. IN
=921.47
INV. IN
=921.78
INV. IN
=922.05
INV. IN
=922.36
INV. IN
=922.64
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM DRAINAGE PLAN
ENLARGEMENT 2
CG404
KFSDLM
86425 1010 0
Scale: 1" = 10'
KEY MAP
M
AT
CH
LI
NE
S
EE
C
O
LU
M
BA
RI
UM
D
RA
IN
AG
E
PL
AN
E
NL
AR
G
EM
EN
T
- S
HE
ET
C G
M
AT
CH
LI
NE
S
EE
C
O
LU
M
BA
RI
UM
D
RA
IN
AG
E
PL
AN
E
NL
AR
G
EM
EN
T
- S
HE
ET
C G
LEGEND
STORM MANHOLE
STORM DRAIN
UNDER DRAIN
BENCH
FLOWER WATERING STATION
LANDSCAPE ISLAND
COLUMBARIUM SIGN
CG403
AREA DRAIN
AutoCAD SHX Text
15" RCP
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D 93D
D
50 53 D
53 56 D
56 59 D 59 62
D 62 65
D 65 68
D
D
D 88 91
D 85 88
D 82 85
D 79 82
D 76 79
D 73 76
D
COLUMNS
1-23
COLUMNS
1-22
COLUMNS
1-22 COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-21
COLUMNS
1-22
COLUMNS
1-22
COLUMNS
1-23
COLUMNS
1-33, TYP.
COLUMNS
34-66, TYP.
COLUMNS
1-33, TYP.
COLUMNS
34-66, TYP.
COLUMNS
1-33, TYP.
COLUMNS
34-66, TYP.
COLUMNS
1-33, TYP.
COLUMNS
34-66, TYP.
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 10
OAKLAND COUNTY, MICHIGAN
923PC2006
JULY 31, 2020
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
FINAL CONSTRUCTION
DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 07/31/2020
COLUMBARIUM NUMBERING PLAN
CI700
KFSDLM
10 5 10 15 2020 0
Scale: 1" = 20'
KEY MAP
NOTES
1. THIS DRAWING DEPICTS THE LOCATION AND
NUMBERING OF THE INDIVIDUAL COLUMBARIUM
WALLS. THE ROW AND COLUMN IDENTIFICATIONS
SHALL BE AS DEPICTED ON THE TYPICAL
COLUMBARIUM ELEVATION. COLUMNS SHALL BE
IDENTIFIED, FIRST NICHE COLUMN, THEN EVERY
10TH COLUMN FROM LEFT TO RIGHT WHEN FACING
THE RESPECTING NICHE WALL. NICHE ROWS
SHALL BE IDENTIFIED WITH SEQUENTIAL LETTERS
STARTING WITH "A" AT THE TOP ROW AND
SEQUENCING DOWN WHEN FACING THE
REPRESENTATIVE WALLS AS SHOWN IN THE
ELEVATIONS (TYP.)
2. COLUMN NUMBERING INCREASES FROM LEFT TO
RIGHT WHEN FACING WALL.
3. PROVIDE MOCK-UP OF PIER & WALL TO ESTABLISH
ACCEPTABLE LEVEL OF WORK.
CI700
LEGEND
D COLUMBARIUM DESIGNATION
48 WALL NUMBER
| 98_CS401_Columbarium Site Plan Enlargement |
| P-GreatLakesPh2-I-001 |
| Sheets and Views |
| I-001 |
| P-GreatLakesPh2-I-100 |
| Sheets and Views |
| I-100 |
| P-GreatLakesPh2-I-101 |
| Sheets and Views |
| I-101 |
| P-GreatLakesPh2-I-102 |
| Sheets and Views |
| I-102 |
| P-GreatLakesPh2-I-103 |
| Sheets and Views |
| I-103 |
| P-GreatLakesPh2-I-104 |
| Sheets and Views |
| I-104 |
| P-GreatLakesPh2-I-106 |
| Sheets and Views |
| I-106 |
| P-GreatLakesPh2-I-108 |
| Sheets and Views |
| I-108 |
| P-GreatLakesPh2-I-109 |
| Sheets and Views |
| I-109 |
| P-GreatLakesPh2-I-110 |
| Sheets and Views |
| I-110 |
| P-GreatLakesPh2-I-501 |
| Sheets and Views |
| I-501 |
| P-GreatLakesPh2-I-502 |
| Sheets and Views |
| I-502 |
| P-GreatLakesPh2-I-503 |
| Sheets and Views |
| I-503 |
| P-001 |
| P-001 |
| P-001 |
| PD101 |
| PD101 |
| PD101 |
| PP100 |
| PP100 - Admin site utilities |
| PP100 |
| PP101 |
| PP101 |
| PP101 |
| PP501 |
| PP501 |
| PP501 |
| P-601 |
| P-601 |
| P-601 |
| 07 |
| M-001 |
| M-001 |
| M-001 |
| MD101 |
| MD101 |
| MD101 |
| M-101 |
| M-101 |
| M-101 |
| M-501 |
| M-501 |
| M-501 |
| M-701 |
| M-701 |
| M-701 |
| 08 |
| E-001 |
| E-001 |
| E-001 |
| E-002 |
| E-002 |
| E-002 |
| ED101 |
| ED101 |
| ED101 |
| ES001 |
| ES001 |
| ES001 |
| EL101 |
| EL101 |
| EL101 |
| EL102 |
| EL102 |
| EL102 |
| EP101 |
| EP101 |
| EP101 |
| EL201 |
| EL201 |
| EL201 |
| EP201 |
| EP201 |
| EP201 |
| EL301 |
| EL301 |
| EL301 |
| EL302 |
| EL302 |
| EL302 |
| EL303 |
| EL303 |
| EL303 |
| EL304 |
| EL304 |
| EL304 |
| EP301 |
| EP301 |
| EP301 |
| EY301 |
| EY301 |
| EY301 |
| EL401 |
| EL401 |
| EL401 |
| E-501 |
| E-501 |
| E-501 |
| E-502 |
| E-502 |
| E-502 |
| E-601 |
| E-601 |
| E-601 |
| E-602 |
| E-602 |
| E-602 |
| E-702 |
| E-702 |
| E-702 |
| 09 |
| S-001 |
| S-001 |
| S-001 |
| SF101 |
| SF101 |
| SF101 |
| SF111 |
| SF111 |
| SF111 |
| SF112 |
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| SF121 |
| SF121 |
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| SF131 |
| SF131 |
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| S-502 |
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| S-504 |
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| S-506 |
| S-506 |
| S-506 |
| SS301 |
| SS301 |
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| SS302 |
| SS302 |
File details come from the government source that posted it. Updated .