36C10F19R0010-0004042.pdf
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- Presolicitation Notice - Great Lakes Construction Updated 5/15/2019 Federal contract opportunity
- Solicitation number
- 36C10F19R0010
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36C10F19R0010 0004 GLNC Phase II Development - 923PC2006 - BID - Plans - Part 42 Pages 102-103.pdf
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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
MAY 10, 2019
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
BID DOCUMENTS SUBMISSION
BID 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
05/10/2019
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
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
MAY 10, 2019
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
BID DOCUMENTS SUBMISSION
BID 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
05/10/2019
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
AutoCAD SHX Text
ST
| 98_CS401-402 - Columbarium Site Plan Enlargement-CS401 |
| 98_CS401-402 - Columbarium Site Plan Enlargement-CS402 |
| 100_CG401-402 - Columbarium Grading Enlargement-CG401 |
| 100_CG401-402 - Columbarium Grading Enlargement-CG402 |
| 102_CG403-404 - Columbarium Drainage Enlargement Plans-CG403 |
| 102_CG403-404 - Columbarium Drainage Enlargement Plans-CG404 |
| 104_CI700- Columbarium Numbering Plan-CI700 |
| 105_CI701-703 Columbarium Elevations-CI701 |
| 105_CI701-703 Columbarium Elevations-CI702 |
| 105_CI701-703 Columbarium Elevations-CI703 |
| 108_CI704-708 Columbarium Details-CI705 |
| 108_CI704-708 Columbarium Details-CI704 |
| 108_CI704-708 Columbarium Details-CI706 |
| 108_CI704-708 Columbarium Details-CI707 |
| 108_CI704-708 Columbarium Details-CI708 |
| 113_CI709-710 - Base Stone Location Plan-CI709 |
| 113_CI709-710 - Base Stone Location Plan-CI710 |
| 115_CI711 - Base Stone Details-CI711 |
| 116_CI712-713 - Capstone Location Plan-CI712 |
| 116_CI712-713 - Capstone Location Plan-CI713 |
| 118_CI714-CI715 - Capstone Details-CI714 |
| 118_CI714-CI715 - Capstone Details-CI715 |
| 120_CI750 CSS Service Emblem Details-CI750 |
| 120_CI750 CSS Service Emblem Details-CI751 |
| 122_CI760 Assembly Wall Cap Details-CI760 |
| L-100 |
| L-101 |
| L-102 |
| L-103 |
| L-104 |
| L-105 |
| L-106 |
| L-107 |
| L-108 |
| L-109 |
| L-501 |
| L-502 |
| P-GreatLakesPh2-dd-I-001 |
| Sheets and Views |
| I-001 |
| P-GreatLakesPh2-dd-I-100 |
| Sheets and Views |
| I-100 |
| P-GreatLakesPh2-dd-I-101 |
| Sheets and Views |
| I-101 |
| P-GreatLakesPh2-dd-I-102 |
| Sheets and Views |
| I-102 |
| P-GreatLakesPh2-dd-I-103 |
| Sheets and Views |
| I-103 |
| P-GreatLakesPh2-dd-I-104 |
| Sheets and Views |
| I-104 |
| P-GreatLakesPh2-dd-I-105 |
| Sheets and Views |
| I-105 |
| P-GreatLakesPh2-dd-I-106 |
| Sheets and Views |
| I-106 |
| P-GreatLakesPh2-dd-I-107 |
| Sheets and Views |
| I-107 |
| P-GreatLakesPh2-dd-I-108 |
| Sheets and Views |
| I-108 |
| P-GreatLakesPh2-dd-I-109 |
| Sheets and Views |
| I-109 |
| P-GreatLakesPh2-dd-I-110 |
| Sheets and Views |
| I-110 |
| P-GreatLakesPh2-dd-I-501 |
| Sheets and Views |
| I-501 |
| P-GreatLakesPh2-dd-I-502 |
| Sheets and Views |
| I-502 |
| P-GreatLakesPh2-dd-I-503 |
| Sheets and Views |
| I-503 |
| GLNC_DD Drawings_Bathrooms_onyx-autodesk |
| Sheets |
| A-002 - LIFE SAFETY PLAN |
| AA101 - PIC/ ADMIN BLDG - DEMOLITION PLAN |
| AA102 - PIC/ ADMIN BLDG - DEMOLITION RCP |
| AA103 - PIC/ ADMIN BLDG - DEMOLITION ROOF PLAN |
| AA104 - PIC/ ADMIN BLDG - FLOOR PLAN |
| AA105 - PIC/ADMIN BLDG - REFLECTED CEILING PLAN |
| AA106 - PIC/ ADMIN BLDG - ROOF PLAN |
| AA201 - PIC/ADMIN BLDG – BLDG ELEVATIONS |
| AA301 - PIC/ADMIN BLDG – BLDG SECTIONS |
| AA401 - PIC/ADMIN BLDG – BLDG DETAILS |
| AA402 - PIC/ADMIN BLDG - MEN'S & FAMILY RESTROOM |
| AA403 - PIC/ADMIN BLDG - WOMEN'S RESTROOM |
| AA404 - PIC/ ADMIN BLDG - FIXTURE HEIGHTS & SCHEDULE |
| AA405 - PIC/ ADMIN INTERIOR ELEVATIONS |
| AA501 - PIC/ ADMIN BLDG - DETAILS |
| AA502 - PIC/ ADMIN BLDG - WALL DETAILS |
| AA601 - PIC/ADMIN BLDG - DOOR AND WINDOW SCHEDULE |
| AA602 - PIC/ADMIN PARTITION TYPES |
| AA603 - PIC/ADMIN BLDG – INTERIOR FINISH PLAN |
| AA604 - PIC/ADMIN BLDG – FIXTURE SCHEDULE |
| GLNC_CD_16_onyx-autodesk |
| Sheets |
| A-001 - ARCHITECTURAL SYMBOLS & ABBREVIATIONS |
| AB101 - BULK STORAGE BLDG - FLOOR PLAN & ROOF PLAN |
| AB201 - BULK STORAGE BLDG - BLDG ELEVATIONS & SECTION |
| AB501 - BULK STORAGE BLDG - DETAILS |
| AC101 - COMMITTAL SHELTER - FLOOR PLAN (ADD ALTERNATE NO.1) |
| AC102 - COMMITTAL SHELTER - REFLECTED CEILING PLAN & ROOF PLAN (ADD ALTERNATE NO.1) |
| AC201 - COMMITTAL SHELTER – BLDG ELEVATIONS & SECTIONS (ADD ALTERNATE NO.1) |
| AC401 - COMMITTAL SHELTER – DETAILS (ADD ALTERNATE NO.1) |
| AE101 - EQUIPMENT VEHICLE STORAGE - DEMOLITION PLAN |
| AE102 - EQUIPMENT VEHICLE STORAGE - FLOOR PLAN |
| AE103 - EQUIPMENT VEHICLE STORAGE - MEZZANINE FLOOR PLAN |
| AE104 - EQUIPMENT VEHICLE STORAGE - ROOF PLAN |
| AE105 - EQUIPMENT VEHICLE STORAGE- REFLECTED CEILING PLANS |
| AE301 - MEZZANINE - SECTIONS |
| AE501 - MEZZANINE - DETAILS |
| AF101 - COVERED STORAGE - PLANS (ADD ALTERNATE NO.4) |
| AF102 - COVERED STORAGE - SECTIONS & DETAILS (ADD ALTERNATE NO.4) |
| AG101 - MAINTENANCE GARAGE - TRENCH REPLACEMENT |
| AT101 - PROPOSED TEMPORARY TRAILER & RESTROOM LAYOUT |
| P-001 |
| P-001 |
| P-001 |
| PD101 |
| PD101 |
| PD101 |
| PP100 - Admin site utilities |
| PP100 - Admin site utilities |
| PP100 |
| PP101 |
| PP101 |
| PP101 |
| PP501 |
| PP501 |
| PP501 |
| P-601 |
| P-601 |
| P-601 |
| P-701 |
| P-701 |
| P-701 |
| 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 |
| E-001 |
| E-001 |
| E-001 |
| E-002 |
| E-002 |
| E-002 |
| ED101 |
| ED101 |
| ED101 |
| ES001 |
| ES001 |
| ES001 |
| EL101 |
| EL101 |
| EL-101 |
| EL102 |
| EL102 |
| EL102 |
| EL103 |
| EL103 |
| EL103 |
| EP101 |
| EP101 |
| EP-101 |
| EY101 |
| EY101 |
| EY-101 |
| EL201 |
| EL201 |
| EL-201 |
| EP201 |
| EP201 |
| EP-201 |
| EL301 |
| EL301 |
| EL-301 |
| EL302 |
| EL302 |
| EL302 |
| EL303 |
| EL303 |
| EL303 |
| EL304 |
| EL304 |
| EL304 |
| EP301 |
| EP301 |
| EP-301 |
| EY301 |
| EY301 |
| EY-301 |
| 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-701 |
| E-701 |
| E-701 |
| E-702 |
| E-702 |
| E-702 |
| S-001 |
| S-001 |
| S-001 |
| SF101 |
| SF101 |
| SF101 |
| SF111 |
| SF111 |
| SF111 |
| SF112 |
| SF112 |
| SF112 |
| SF121 |
| SF121 |
| SF121 |
| SF131 |
| SF131 |
| SF131 |
| S-501 |
| S-501 |
| S-501 |
| S-502 |
| S-502 |
| S-502 |
| S-503 |
| S-503 |
| S-503 |
| S-504 |
| S-504 |
| S-504 |
| S-505 |
| S-505 |
| S-505 |
| S-506 |
| S-506 |
| S-506 |
| SS301 |
| SS301 |
| SS301 |
| SS302 |
| SS302 |
| SS302 |
File details come from the government source that posted it.