971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-8.pdf
PDF 18 MB Posted
- Solicitation number
- 36C10F26Q0062
About this file
This document set comprises Construction Documents (CD1) for Phase 1B of the Morovis National Cemetery project in Morovis, Puerto Rico, project number 971-031B, issued in March 2026. The documents are prepared by AES Group, Inc. (11031 South Pikes Peak Drive #202, Parker, Colorado 80138) as the Architect/Engineer of Record for the U.S. Department of Veterans Affairs, Office of Construction and Facilities Management, with Project Manager Cheri L. Cooper (202-841-4052) and Contracting Specialist Joshua Gibson (202-746-5192).
The construction documents include comprehensive landscape plans for eight bio-retention ponds (LP102-LP109), detailing retention pond layouts, storm drainage systems, chain link fencing, round stone cobble mulch specifications (50-75mm [2"-3"]), ornamental fencing, existing tree preservation, and proposed plantings including tropical perennials, shrubs, and trees. A detailed plant schedule (LP501) specifies quantities and sizes for species including Geiger Trees, Pink Trumpet Trees, Cocoplum varieties, Red Ixora, Variegated Shell Ginger, and other tropical/subtropical vegetation suited to Puerto Rico's climate. The documents also include complete irrigation system design sheets (IR100-IR109) showing irrigation infrastructure, sprinkler head locations, pipe sizing (ranging from 0.5" to 12"), and controller installations utilizing Hunter I-25 and I-20-MPR rotary sprinklers and Rain Bird 1804 MPR spray heads with varying nozzle configurations and flow rates. Standard landscape details address tree and shrub planting on various slopes (5% to 50%), round stone cobble mulch installation, and slope protection layering systems. The scope addresses stormwater management integration with existing site drainage, utility coordination requirements, and site-specific environmental considerations for cemetery landscaping in Puerto Rico.
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Text version
152.953
BL*EFLU1
152.979
BL*EFLU2
152.676
EFLU2
152.657
EFLU1
152.616
EFLU1
152.631
EFLU2
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
152.953
BL*EFLU1
152.979
BL*EFLU2
152.676
EFLU2
152.657
EFLU1
152.616
EFLU1
152.631
EFLU2
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
152.953
BL*EFLU1
152.979
BL*EFLU2
152.676
EFLU2
152.657
EFLU1
152.616
EFLU1
152.631
EFLU2
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
50mm-75mm [2"-3"]
ROUND STONE COBBLE
MULCH SWALE
CHAIN LINK FENCE, TYP.
50mm-75mm [2"-3"] ROUND STONE COBBLE MULCH, TYP.;
STONE SHALL EXTEND FROM INSIDE EDGE OF FENCE TO
LIMITS OF POND SLOPE PROTECTION LAYERING SYSTEM,
TYP.
EXISTING TREE TO
REMAIN, TYP.
EXISTING CONCRETE CHANNEL, TYP.
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE
DRAINAGE DITCH, TYP. EXISTING DRAIN INLET;
EXISTING CONCRETE
DRAINAGE DITCH ENDS, TYP.
EXISTING STORM DRAIN, VERIFY
LOCATION IN FIELD, TYP.
IC
FM
IC6
AZ
IC
TP
ID
HC
LP501
EDGE OF LANDSCAPE BED, TYP.
DT
LM
HC
DT
IC
DT
IC
DT
IC
ID
AZ
ID
AZ
ID
AZ
CIR
AZ
HC
BIO RETENTION
POND 1
LIMITS OF POND LAYERING SYSTEM, SEE CIVIL DRAWINGS, TYP.
CS502
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 1
LANDSCAPE PLAN
10510
SCALE: 1:100
2 3 4
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP102
N
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
https://www.aquaengineering.com/
4.
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S D x S
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x
SD
x
SDx
SDx
SDx
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50mm-75mm [2"-3"] ROUND STONE COBBLE MULCH, TYP.;
STONE SHALL EXTEND FROM INSIDE EDGE OF EXISSTING
CONCRETE MOW-STRIP TO LIMITS OF POND SLOPE
PROTECTION LAYERING SYSTEM, TYP.
EXISTING CONCRETE CHANNEL, TYP.
EXISTING CONCRETE MOW-STRIP
AND BLACK ORNAMENTAL FENCE
ALONG ROAD FRONTAGE, TYP.
LIMITS OF POND LAYERING SYSTEM,
SEE CIVIL DRAWINGS, TYP.
EXISTING TREE TO REMAIN, TYP.
EXISTING STORM DRAIN, VERIFY
LOCATION IN FIELD, TYP.
EXISTING IRRIGATION LINE,
VERIFY LOCATION IN FIELD, TYP.
EXISTING CONCRETE SIDEWALK
EXISTING STORM DRAIN, VERIFY
LOCATION IN FIELD, TYP.
EXISTING STORM DRAIN, VERIFY
LOCATION IN FIELD, TYP.
CHAIN LINK FENCE, TYP.
CI
CIR
LP501
EDGE OF LANDSCAPE BED, TYP.
CI
BIO RETENTION
POND 2
CS501
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 2
LANDSCAPE PLAN
157.51.50
SCALE: 1:150
3 4.5 6
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP103
N
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
158.073
BW24 EC
158.116
BL*EC16
158.185
EC16
158.075
BL*EC17
158.216
EC17
158.232
BL*EC18
158.123
EC18
158.053
EC19
158.050
EC19
158.074
EC19
158.095
EC19
158.086
EC19
158.136
BL*EC20
158.128
EC20
158.155
EC20
158.120
EC20
158.104
EC20
158.084
EC20
158.118
EC20
158.109
EC21
157.993
BL*EC22
158.147
BL*EC25
158.126
EC25
158.126
EC25
158.150
BL*EC26
158.161
EC26
158.151
EC26
158.144
EC26
CO
156.721
BL*EFLU12
156.710
BL*EFLU13
156.565
EFLU13
156.534
EFLU14
SD
x
158.127
EC
C O
N C
R
ETE
SD
x
158.073
BW24 EC
158.116
BL*EC16
158.185
EC16
158.075
BL*EC17
158.216
EC17
158.232
BL*EC18
158.123
EC18
158.053
EC19
158.050
EC19
158.074
EC19
158.095
EC19
158.086
EC19
158.136
BL*EC20
158.128
EC20
158.155
EC20
158.120
EC20
158.104
EC20
158.084
EC20
158.118
EC20
158.109
EC21
157.993
BL*EC22
158.147
BL*EC25
158.126
EC25
158.126
EC25
158.150
BL*EC26
158.161
EC26
158.151
EC26
158.144
EC26
CO
156.721
BL*EFLU12
156.710
BL*EFLU13
156.565
EFLU13
156.534
EFLU14
SD
x
158.127
EC
C O
N C
R
ETE
SD
x
158.073
BW24 EC
158.110
EC15
158.116
BL*EC16
158.185
EC16
158.075
BL*EC17
158.216
EC17
158.232
BL*EC18
158.123
EC18
158.149
EB1
158.104
EB1
158.053
EC19
158.050
EC19
158.074
EC19
158.095
EC19
158.086
EC19
158.136
BL*EC20
158.128
EC20
158.155
EC20
158.120
EC20
158.104
EC20
158.084
EC20
158.118
EC20
158.109
EC21
157.993
BL*EC22
158.147
BL*EC25
158.126
EC25
158.126
EC25
158.150
BL*EC26
158.161
EC26
158.151
EC26
158.144
EC26
CO
3"
3"
3"
158.078
BENCH
158.154
BENCH
158.102
BENCH
156.721
BL*EFLU12
156.710
BL*EFLU13
156.565
EFLU13
156.534
EFLU14
SD
x
158.127
EC
C O
N C
R
ETE
BEN
C
H
BEN
C
H
BEN
C
H
EXISTING COLUMBARIUM A
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND FROM
INSIDE EDGE OF FENCE TO TO LIMITS OF POND
SLOPE PROTECTION LAYERING SYSTEM, TYP.
EXISTING CONCRETE CHANNEL
CHAIN LINK FENCE, TYP.
CI
ID
LP501
EDGE OF LANDSCAPE BED, TYP.
CR
MP
ID
MP
CI
CI
BIO RETENTION POND 4
CS501
LIMITS OF POND LAYERING SYSTEM,
SEE CIVIL DRAWINGS, TYP.
EXISTING GUARD RAIL, TYP.
SECTION WITHOUT PLANTING INSTALL
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND FROM
INSIDE EDGE OF CURB TO LIMITS OF POND
SLOPE PROTECTION LAYERING SYSTEM, TYP.
LP501
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 4
LANDSCAPE PLAN
10510
SCALE: 1:100
2 3 4
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP104
N
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
154.601
BL*EFLU14
154.572
BL*EFLU15
155.756
EFLU15
155.769
EFLU14
155.820
EFLU14
155.791
EFLU15
SD
x
SD
x
SD
x
SD
x
154.601
BL*EFLU14
154.572
BL*EFLU15
155.756
EFLU15
155.769
EFLU14
155.820
EFLU14
155.791
EFLU15
SD
x
SD
x
SD
x
SD
x
154.601
BL*EFLU14
154.572
BL*EFLU15
155.756
EFLU15
155.769
EFLU14
155.820
EFLU14
155.791
EFLU15
SD
x
SD
x
SD
x
CHAIN LINK FENCE, TYP.
50mm-75mm [2"-3"] ROUND STONE COBBLE MULCH, TYP.;
STONE SHALL EXTEND FROM INSIDE EDGE OF FENCE TO
LIMITS OF POND SLOP PROTECTION LAYERING SYSTEM, TYP.
EXISTING CONCRETE CHANNEL, TYP.
IC
FM
TP
CIR
LP501
EDGE OF LANDSCAPE BED, TYP.
CI
CIR
IC
FM
TP
CIR
CS502
EDGE OF LANDSCAPE BED, TYP.
EDGE OF LANDSCAPE BED, TYP.
SECTION WITHOUT PLANTING INSTALL
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND FROM
INSIDE CURB TO LIMITS OF POND SLOP
PROTECTION LAYERING SYSTEM, TYP.
LP501
BIO RETENTION
POND 5
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 5
LANDSCAPE PLAN
10510
SCALE: 1:100
2 3 4
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP105
N
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
4.
BL
*E
FL
U10
4.
BL
*E
FL
U1
4.
EF
LU
4.1
EF
LU
1.
EF
LU
1.
EF
LU
SDx SDx
SD
x
SD
x
SDx
SDx
4.
BL
*E
FL
U10
4.
BL
*E
FL
U1
4.
EF
LU
4.1
EF
LU
1.
EF
LU
1.
EF
LU
SDx SDx
SD
x
SD
x
SDx
SDx
4.
BL
*E
FL
U10
4.
BL
*E
FL
U1
4.
EF
LU
4.
EF
LU
1.
EF
LU
1.
EF
LU
D
5.
SD
M
H
SDx SDx
SD
x
SD
x
SDx
EXISTING CONCRETE SIDEWALK
EXISTING IRRIGATION LINE,
VERIFY LOCATION IN FIELD, TYP.
SECONDARY CEMETERY
ENTRANCE
50mm-75mm [2"-3"] ROUND STONE COBBLE MULCH, TYP.;
STONE SHALL EXTEND FROM EXISTING FENCE TO LIMITS
OF POND SLOPE PROTECTION LAYERING SYSTEM, TYP.
EXISTING CONCRETE MOW-STRIP AND BLACK
ORNAMENTAL FENCE ALONG ROAD FRONTAGE, TYP.
CHAIN LINK FENCE, TYP.
CIR
AZ
MC
LP501
EDGE OF LANDSCAPE BED, TYP.
AZ
MC
AZ
MC
MC
AZ
MC
IC
CR
CIR
CR
CIR
CR
CIR
CR
CIR
CR
CIR
IC
BIO RETENTION
POND 6
LIMITS OF POND LAYERING SYSTEM,
SEE CIVIL DRAWINGS, TYP.
50mm-75mm [2"-3"] ROUND STONE
COBBLE MULCH, TYP.; STONE
SHALL EXTEND FROM FENCE TO
LIMITS OF POND SLOPE
PROTECTION LAYERING SYSTEM,
TYP.
LP501
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 6
LANDSCAPE PLAN
157.51.50
SCALE: 1:150
3 4.5 6
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP106
N
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
9.
BL
*E
FL
U
9.
BL
*E
FL
U
8.
EF
LU
9.
EF
LU
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
9.
BL
*E
FL
U
9.
BL
*E
FL
U
8.
EF
LU
9.
EF
LU
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
159.080
BL*EFLU12
159.087
BL*EFLU13
158.988
EFLU13
159.001
EFLU14
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE
CHANNEL
EXISTING STORM DRAIN PIPE,
VERIFY LOCATION IN FIELD, TYP.
CHAIN LINK FENCE, TYP.
CI
IC
IC
CIR
CI
EDGE OF LANDSCAPE BED, TYP.
50mm-75mm [2"-3"] STONE
COBBLES, TYP.; STONE SHALL
EXTEND FROM INSIDE EDGE OF
FENCE TO TOP OF EXPOSED
POND-LINER, SEE DETAIL
LP501
TP
CIR
AZ
FM
IC
IC
FM
AZ
HR
CI
IC
TP
CI
IC
CS501
CHAIN LINK FENCE
GATE, TYP.
EXISTING GUARDRAIL, TYP.
BIO RETENTION POND 7
LIMITS OF POND
LAYERING SYSTEM, SEE
CIVIL DRAWINGS, TYP.
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 7
LANDSCAPE PLAN
10510
SCALE: 1:100
2 3 4
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP107
N
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
CO
IRR
IRR
IRR
IRR
IRR
IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IRR
IRR
IRR
IRR
IRR
IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
CO
IRR
IRR
IRR
IRR
IRR
IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IRR
IRR
IRR
IRR
IRR
IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
158.448
WV
EXISTING CONCRETE SIDEWALK
WITH BOLLARDS, TYP.
ORNAMENTAL FENCE, TYP.
EXISTING CONCRETE
CHANNEL
EXISTING TREE TO
REMAIN, TYP.
EXISTING CONCRETE
SIDEWALK WITH
BOLLARDS, TYP.
FM
FM
DT
IC
HR
IC
POND 8
CS
LM
FM
EXISTING GUARDRAIL, TYP.
EXISTING PLANTS
TO REMAIN, TYP.
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND
FROM BACK OF CURB TO LIMITS OF POND
SLOPE PROTECTION LAYERING SYSTEM
LP501
CS502
LIMITS OF POND
LAYERING SYSTEM, SEE
CIVIL DRAWINGS, TYP.
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 8
LANDSCAPE PLAN
10510
SCALE: 1:100
2 3 4
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP108
N
SEE SHEET LP109
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
SD
x
SDx SDx
SDx SDx
SDx
SDx
D
D
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
SDx
SD x
SD x
SD
x
SD
x
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
SD
x
SDx SDx
SDx SDx
SDx
SDx
D
D
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
SDx
SD x
SD x
SD
x
SD
x
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
156.498
18"RCP
SD
x
SDx SDx
SDx SDx
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND
FROM BACK OF CURB TO LIMITS OF POND
SLOPE PROTECTION LAYERING SYSTEM
EXISTING WATER LINE, VERIFY
LOCATION IN FIELD, TYP.
EXISTING STORM LINE, VERIFY
LOCATION IN FIELD, TYP.
LP501
BIO RETENTION
POND 8
EXISTING CONCRETE SIDEWALK
WITH BOLLARDS, TYP.
ORNAMENTAL FENCE, TYP.
EXISTING GUARD RAIL, TYP.
IC
EXISTING CONCRETE
SWALE, TYP.
EXISTING
CONCRETE
SIDEWALK WITH
BOLLARDS, TYP.
ORNAMENTAL FENCE, TYP.
EXISTING GUARDRAIL, TYP.
FM
AZ
FM
IC
IC
FM
HR
CS
FM
LM
EXISTING PLANTS
TO REMAIN
EXISTING
PLANTS TO
REMAIN
LIMITS OF POND LAYERING
SYSTEM, SEE CIVIL
DRAWINGS, TYP.
PLANT BED EDGE, TYP.
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND
FROM BACK OF CURB TO LIMITS OF POND
SLOPE PROTECTION LAYERING SYSTEM
LP501
50mm-75mm [2"-3"] ROUND STONE COBBLE
MULCH, TYP.; STONE SHALL EXTEND
FROM BACK OF ORNAMENTAL FENCE TO
LIMITS OF POND SLOPE PROTECTION
LAYERING SYSTEM
LP501
CS502
CS502
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
RETENTION POND 8
LANDSCAPE PLAN - CONT.
10510
SCALE: 1:100
2 3 4
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP109
N
SEE SHEET LP108
CHAIN LINK FENCE
ROUND STONE COBBLE MULCH
EXISTING TREES
EXISTING STORM PIPEST
PROPOSED PERENNIALS
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
HARD WOOD MULCH
ORNAMENTAL FENCE
EXISTING GUARD RAIL
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
PROPOSED TROPICAL PERENNIAL
CO
CO
CO
CO
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
Q
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
Q
CO
CO
CO
CO
CO
CO
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
Q
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
Q
CO
CO
CO
CO
CO
CO
LM
MC
FM
IC
CS
FM
IC
FM
CS
IC9
FM
MC
LM
DT
DT
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
P.O.W. / M.I.A. FLAG AREA
LANDSCAPE PLAN ENLARGEMENT
52.50.50
SCALE: 1:50
1 1.5 2
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LP110
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
PROPOSED SMALL TREE
PROPOSED SHRUBS
EXISTING CONTOUR
ORNAMENTAL ALUMINUM FENCE
EXISTING TREES
PROPOSED PERENNIALS
EXISTING STORM PIPEST
NOTES
1. SEE LP101 FOR LANDSCAPE NOTES.
2. CONTRACTOR SHALL PROVIDE A UTILITY SURVEY PRIOR
TO BEGINNING CONSTRUCTION IN THIS AREA TO VERIFY
STORM DRAIN, IRRIGATION, AND OTHER UTILITY LINE
LOCATIONS.
N
STAKE
TREE TRUNK
STAKESTAKE
PLAN
VIEW
DRIVEN IN ON AN SLIGHT ANGLE.
STAKES TO BE OUTSIDE OF ROOT BALL.
3 PER TREE. STAKES TO BE SAME HEIGHT,
2.54cm [3"] Ø x 2.43 [8'-0"] CEDAR STAKES, 10cm [4"] HT. PLANTING MIX SAUCER
AMENDED PLANTING MIX, COMPACTED
8cm [3"] DEPTH HARDWOOD MULCH;
PULL MULCH AWAY FROM TRUNK
(SEE SPEC.)
F.G.
NOTES:
SECTION
VIEW
TREE SHALL BE PLUMB & STRAIGHT; TREES SHALL
BE STAKED & GUYED AS SHOWN BELOW.
SET PLANT SO THAT THE ROOT CROWN IS 2"
HIGHER THAN THE SURROUNDING GRADE.
THIN BRANCHES & FOLIAGE AS DIRECTED (SEE
SPECS) WHILE RETAINING NORMAL SHAPE OF TREE.
NEVER CUT A LEADER.
ROOT BALL
ATTACH FABRIC MATERIAL GUYING STRAPS TO
STAKE. NOTCH STAKE TO RECEIVE STRAPS.
ENCASE STRAPS AROUND TRUNK IN REINFORCED
RUBBER HOSE ABOVE FIRST BRANCH. SECURE
GUYING STRAPS WITH GALV. OR CADMIUM-PLATED
TURNBUCKLES. CONTRACTOR TO REMOVE GUYING
TWO (2) GROWING SEASONS AFTER INSTALLATION.
ALTERNATIVE ROOT BALL ANCHORING SYSTEM NOT
REQUIRING REMOVAL LATER MAY BE SUBMITTED
FOR CONSIDERATION.
ANY WIRE CAGING OR SIMILAR MATERIAL MUST BE
REMOVED FROM ROOT BALL. CUT ROPE
SURROUNDING BOTTOM OF TREE TRUNK AFTER
BACKFILLING BUT BEFORE MULCHING. REMOVE
BURLAP FROM TOP 1/3 OF BALL ROOT. IF PLASTIC
WRAP OR TREATED BURLAP IS USED, COMPLETELY
REMOVE THESE MATERIALS.
.610m [2'-0"]
MIN. TYP.
- 1
.4 m [4
'-8
- 1
.0
[3 '-4
.3 m [1
'-0
UNDISTURBED NATIVE SOIL DRAINAGE MOUND
PERIMETER OF MOUND TO DEPTH SHOWN.
SCARIFY SUBSOIL
TO MIN. 4", TYP.
LIGHTLY TAMPED
AMENDED BACKFILL
PLANTING SOIL
4" MULCH AS SHOWN ON PLANS;
HOLD 3" BACK FROM STEM
FINISHED GRADE OF
ADJ. STONE BED OR
PAVEMENT
VA
RI
ES
; D
EP
TH
O F
PL
AN
T
CO
NT
AI
NE
R
.0 m [0
'-3
15cm [6"]
MIN.
5cm [2"] HT. PLANTING MIX SAUCER
0- 8c m [0
'-3 cm
[0 '-6 cm [0
'-4
CUT AND REMOVE BURLAP FROM
TOP 1/3 OF ROOT BALL.
NOTE:
· SPACE SHRUBS AS INDICATED ON PLANS.
cm
[0 '-6
3X'S WIDEST DIMENSION
OF ROOT BALL
8cm [3"] DEEP MULCH, NO MORE THAN 2.54cm
[1"] OF MULCH ON TOP OF ROOT BALL.
LIGHTLY TAMPED AMENDED BACKFILL
SCARIFY SUBSOIL TO MIN. 10cm [4"]
DEPTH
VARIES, INSTALL GEOWEB
FROM INSIDE EDGE OF FENCE
OR GUARD RAIL TO TOP OF
POND LINER GEOWEB UNLESS
OTHERWISE NOTED PLANS
BIO-RETENTION POND WITH
SLOPE PROTECTION
LAYERING SYSTEM,
SEE CS202, TYP.
POND LINER TRENCH, SEE CSXXX
FENCE POST OR
GUARD RAIL, TYP.
SEE FENCE PLANS
CONCRETE FENCE
FOUNDATION DETAIL,
SEE CS501, TYP.
SLOPE
VARIES
200mm [8"] GEOWEB SLOPE PROTECTION
SYSTEM TO MATCH POND LINER
GEOWEB;FILL WITH 38.1mm - 50.8mm [1 1/2" -
2"] ROUND CRUSHED STONE TO MATCH
STONE IN BIO-RETENTION POND SLOPE
PROTECTION LAYERING SYSTEM, TYP.
100mm [4"] DEPTH 50mm-75mm [2"-3"]
ROUND STONE COBBLE MULCH, TYP.
LANDSCAPE
FABRIC, TYP.
100mm [4"] DEPTH 50mm-75mm [2"-3"]
ROUND STONE COBBLE MULCH, TYP.
COMPACTED
SUBGRADE, TYP.
.2
4c m
[0 '-6
3X'S WIDEST DIMENSION
OF ROOT BALL
ROUND - TOPPED SOIL BERM 10cm [4"] HIGH AND 20cm [8"]
WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED
ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240°.
BERM SHALL BEGIN AT ROOT BALL PERIPHERY.
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL.
SLOPE SIDES OF
LOOSENED SOIL.
BOTTOM OF ROOT
BALL REST ON
EXISTING OR
RECOMPACTED SOIL.
LOOSEN SOIL. DIG AND TURN THE SOIL TO REDUCE THE
COMPACTION TO THE ARENA AND DEPTH SHOWN.
8cm [3"] DEEP HARDWOOD
MULCH, NO MORE THAN
2.54cm [1"] OF MULCH ON
TOP OF ROOT BALL.
ORIGINAL SLOPE
SHOULD PASS
THROUGH THE POINT
WHERE THE TRUNK
MEETS
SUBSTRATE/SOIL.
PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 15cm [6"] LIFTS TO BRACE SHRUB.
DO NOT OVER COMPACT. WHEN THE PLANTING HOLE
HAS BEEN BACKFILLED, POUR WATER AROUND THE
ROOT BALL TO SETTLE THE SOIL.
NOTE:
· SPACE SHRUBS AS INDICATED ON PLANS.
8cm [3"] DEPTH PINE BARK MULCH;
PULL MULCH AWAY FROM TRUNK.
AMENDED PLANTING MIX, COMPACTED
REMOVE TOP 1/3 OF BURLAP. CUT AND REMOVE
TWINE SURROUNDING BOTTOM OF TREE TRUNK
AFTER BACKFILLING BUT BEFORE MULCHING.
NATIVE SOIL DRAINAGE MOUND,
COMPACTED TO 92%
UNDISTURBED SUBGRADE
10cm [4"] HIGH WATER RETENTION BASIN
FINISHED GRADE
SECTION
VIEW
ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT
WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL.
NOTES:
· SEE TREE PLANTING DETAIL. 1/LP501 FOR TREE
STAKES AND TYING INFORMATION.
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENTS - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
LANDSCAPE DETAILS &
PLANT SCHEDULE
LP501
NTS
TREE PLANTING1
NTS
PERENNIAL PLANTING3
PLANT SCHEDULE
SYM. QTY. BOTANICAL NAME COMMON NAME SIZE NOTES
ORNAMENTAL TREES
CS 2 Cordia sebestena Geiger Tree 2" cal. B & B
TP 5 Tabebuia pallida Pink Trumpet Tree 7 gal. B & B
SHRUBS
CR 7 Callistemon rigidus Stiff Bottlebrush 15 gal.
CI 61 Chrysobalanus icaco Cocoplum 5 gal.
CIR 51 Chrysobalanus icaco 'Red Tip' Red Tip Cocoplum 3 gal.
FM 108 Ficus microcarpa 'Green Island' Green Island Dwarf Ficus 1 gal.
IC 97 Ixora coccinea Red Ixora 1 gal. Red Flowers
ID 25 Ixora coccinea 'Maui' Dwarf Ixora 3 gal.
PERENNIALS
AZ 52 Alpinia zerumbet 'Veriegata' Variegated Shell Ginger 3 gal. Variegated Leaf
DT 45 Dianella tasmanica 'Variegata' Variegated Flax Lily 1 gal. Variegated Leaf
HC 6 Heliconia caribaea Caribbean Heliconia 3 gal.
LM 500 Liriope muscari 'Big Blue' Big Blue Lilyturf 1 gal.
MC 96 Muhlenbergia capillaris Pink Mulhy Grass 1 gal.
NTS
SHRUB PLANTING2
NTS
ROUND STONE COBBLE MULCH4
NTS
SHRUB PLANTING ON SLOPE 5% (20:1) TO 50% (2:1)5
NTS
TREE PLANTING ON SLOPE 5% (20:1) TO 50% (2:1)5
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
IRRIGATION COVER SHEET
LEGEND
Q
30H 30F30Q 25H 25F25Q
35H 35F35Q
.25
A
G
F
FLAG NOTES
GENERAL DESCRIPTION
GENERAL NOTES
JD JD
IR100
X
X l l l l l l l l l l l l
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
M
ATC
H
LIN
E SEE SH
EET IR
IRRIGATION PLAN
NO IRRIGATION THIS SHEET, SHOWN FOR INFORMATION
ONLY
KEYMAP
N.T.S
JD JD
IR101
X X
X X
X X
X X
X X
X X X X X X X X X X X X X l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l
19 Sleeves ~ Total Length: 402 ( 60 of -1" )( 98 of 2" )( 37 of 6" )( 71 of 8" )( 23 of 12" )( 89 of 16" )( 24 of 24" ) IDT_Lateral ~ Total Length: 57330 ( 44 of 0" )( 17925 of 1" )( 5642 of 1.25" )( 11705 of 1.5" )( 5831 of 2" )( 7258 of 2.5" )( 8927 of 3" ) IDT_SubMainline ~ Total Length: 12649 ( 943 of 0" )( 3415 of 1" )( 148 of 3" )( 2894 of 4" )( 827 of 6" )( 3219 of 8" )( 1203 of 12" ) IDT_Controller ~ Total: 1 Hunter I-25 ~ Nozzle: 10 ~ Radius: 54 ~ Flow: 12.9 ~ Pressure: 80 ~ Count: 164 Hunter I-25 ~ Nozzle: 10 ~ Radius: 54 ~ Flow: 12.9 ~ Pressure: 80 ~ Count: 23 Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 15 Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 5 Hunter I-25 ~ Nozzle: 20 ~ Radius: 64 ~ Flow: 20.5 ~ Pressure: 80 ~ Count: 4 Hunter I-25 ~ Nozzle: 23 ~ Radius: 66 ~ Flow: 25.6 ~ Pressure: 80 ~ Count: 1 Hunter I-25 ~ Nozzle: 25 ~ Radius: 69 ~ Flow: 28 ~ Pressure: 80 ~ Count: 185 Hunter I-25 ~ Nozzle: 25 ~ Radius: 69 ~ Flow: 28 ~ Pressure: 80 ~ Count: 97 Hunter I-20-MPR ~ Nozzle: 25F ~ Radius: 25 ~ Flow: 4.63 ~ Pressure: 65 ~ Count: 7 Hunter I-20-MPR ~ Nozzle: 25H ~ Radius: 25 ~ Flow: 2.41 ~ Pressure: 65 ~ Count: 9 Hunter I-20-MPR ~ Nozzle: 25Q ~ Radius: 25 ~ Flow: 1.21 ~ Pressure: 65 ~ Count: 11 Hunter I-20-MPR ~ Nozzle: 30F ~ Radius: 30 ~ Flow: 6.92 ~ Pressure: 65 ~ Count: 11 Hunter I-20-MPR ~ Nozzle: 30H ~ Radius: 30 ~ Flow: 3.6 ~ Pressure: 65 ~ Count: 16 Hunter I-20-MPR ~ Nozzle: 30Q ~ Radius: 30 ~ Flow: 1.69 ~ Pressure: 65 ~ Count: 5 Hunter I-20-MPR ~ Nozzle: 35F ~ Radius: 35 ~ Flow: 9.18 ~ Pressure: 65 ~ Count: 2 Hunter I-20-MPR ~ Nozzle: 35H ~ Radius: 35 ~ Flow: 4.62 ~ Pressure: 65 ~ Count: 48 Hunter I-20-MPR ~ Nozzle: 35Q ~ Radius: 35 ~ Flow: 2.31 ~ Pressure: 65 ~ Count: 13 Rain Bird 1804 MPR ~ Nozzle: 10F ~ Radius: 10 ~ Flow: 1.58 ~ Pressure: 30 ~ Count: 10 Rain Bird 1804 MPR ~ Nozzle: 10H ~ Radius: 10 ~ Flow: 0.79 ~ Pressure: 30 ~ Count: 173 Rain Bird 1804 MPR ~ Nozzle: 10Q ~ Radius: 10 ~ Flow: 0.39 ~ Pressure: 30 ~ Count: 43 Rain Bird 1804 MPR ~ Nozzle: 12F ~ Radius: 12 ~ Flow: 2.6 ~ Pressure: 30 ~ Count: 39 Rain Bird 1804 MPR ~ Nozzle: 12H ~ Radius: 12 ~ Flow: 1.3 ~ Pressure: 30 ~ Count: 147 Rain Bird 1804 MPR ~ Nozzle: 12Q ~ Radius: 12 ~ Flow: 0.65 ~ Pressure: 30 ~ Count: 32 Rain Bird 1804 MPR ~ Nozzle: 15F ~ Radius: 15 ~ Flow: 3.7 ~ Pressure: 30 ~ Count: 73 Rain Bird 1804 MPR ~ Nozzle: 15H ~ Radius: 15 ~ Flow: 1.85 ~ Pressure: 30 ~ Count: 617 Rain Bird 1804 MPR ~ Nozzle: 15Q ~ Radius: 15 ~ Flow: 0.92 ~ Pressure: 30 ~ Count: 148 Rain Bird 1804 MPR ~ Nozzle: 5H ~ Radius: 5 ~ Flow: 0.2 ~ Pressure: 30 ~ Count: 91 Rain Bird 1804 MPR ~ Nozzle: 5Q ~ Radius: 5 ~ Flow: 0.1 ~ Pressure: 30 ~ Count: 43 Rain Bird 1804 MPR ~ Nozzle: 8F ~ Radius: 8 ~ Flow: 1.05 ~ Pressure: 30 ~ Count: 70 Rain Bird 1804 MPR ~ Nozzle: 8H ~ Radius: 8 ~ Flow: 0.52 ~ Pressure: 30 ~ Count: 299 Rain Bird 1804 MPR ~ Nozzle: 8Q ~ Radius: 8 ~ Flow: 0.26 ~ Pressure: 30 ~ Count: 75 Generic Bubbler ~ Nozzle: Bub25 ~ Radius: 0.01 ~ Flow: 0.25 ~ Pressure: 30 ~ Count: 135 IDT_V-AVRV ~ Total: 4 IDT_V-Iso ~ Total: 28 IDT_V-RCV ~ Total: 210 IDT_V-ZoneControl ~ Total: 17 IDT_V-catt ~ Total: 1 IDT_V-patt ~ Total: 24 idt_designator ~ Total: 188
A
25F
25H
25Q
30F
30H
30Q
35F
35H
35Q
.25
W
QB-57
2"
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
M
AT
C H
LI
N
E
SE
E
SH
EE
T
IR
M
ATC
H
LIN
E SEE SH
EET IR
IRRIGATION PLAN
NO IRRIGATION THIS SHEET, SHOWN FOR INFORMATION
ONLY, QUANTITIES WILL NOT APPEAR ON CONSTRUCTION
DOCUEMENTS
KEYMAP
JD JD
IR102
X X X
X
X X
X X
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X X
UP
J
H
F
B
D
G
E
C
L
A
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
AE
4B
AE
4B
AE
4B
D4
B6
D1
A
B
0'
0"
2'
- 0
2'
- 0
PE
RI
M
ET
ER
O
F
RO
O F
AB
O
VE
5' - 1 3/4"
30' - 0"
4' - 1 1/4"
39' - 3
RA
IN
L
EA
DE
R
5'
9"
10' - 1
CH
AI
N
LI
NK
FE
NC
E- R
EF
ER
T O
CI
VI
L
DW
G S
B4
AE
4B
B4
AE
4B
SL
C
O L, W
IT
H
CO
NC
RE
TE
E
NC
AS
EM
EN
T-
TY
P
M
ET
AL
B
RA
CI
NG
RE
FE
R
TO
S
TR
UC
T
DW
G
S
M
ET
AL
B
RA
CI
NG
RE
FE
R
TO
S
TR
UC
T
DW
G
S
M
ET
AL
B
RA
CI
NG
RE
FE
R
TO
ST
RU
CT
D
W G
S
B1 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l ll l l l l l l l l l l l l
IRRIGATION POND
12"
6"
12"
12"
12"
12"
12"
12"
12"
3"
6"
2.5"
1.5" 1.25"
1.25"
2.5"
3"
2.5" 2"
1.5" 1.5"
1.5"
1.5"
3"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2"
1.5"
3"
3"
3" 1.5"
3"
1.5"
1.5"
1.5"
3" 1.5" 2.5"
1.5"
2.5"
2"1.5"
1.5" 1.25"
1.25"
2" 1.5"
1.5"1.25"
1.25"
2"
2"2"
1.25"
1.25"
1.25"
1.25"
2.5"2.5"
2" 2"
2"
2" 1.5"
1.5"
1.5" 1.25"
1.25"
2.5"
1.5"
2"
3"
2.5"
2"
2" 1.5"
1.25"
3"
2.5"
2"
2"
1.5"
1.25"
3"
3" 2.5"
1.5" 3"
1.25" 1.25"
3"
1.5" 2"
2" 1.25"
1.25"
1.25" 1.25"
1.25" 1.25"
2"
2"
1.25"2"
1.25"1.5" 2"
2.5"
1.25"
3" 2"
2"
2"
1.25" 2"
1.5"
1.5" 1.25"
1.25" 1.25"
2" 2"
1.5" 1.5"
1.25" 1.25"
3"
2.5"
2"
1.25"
2"
2"
W
Q
30H
30H
30H
30H
30H
30H
30Q
30Q
30Q
35Q
35Q
35H
35H
35Q
35H
35H 25F25F
35H
35H
35H
35H
35H
35H 35H
35H
35H
35H
35H 25H
25F
25F
25F
25F
30F
30F
C-15
2"
C-6
2"
C-19
2"
C-20
2"
C-9
2"
C-10
2"
C-11
2"
C-4
2"
C-3
2"
C-5
2"
C-8
2"
C-7
2"
C-12
2"
C-13
1.5"
C-14
2"
C-48
2"
C-47
2"
C-46
2"
2"
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
M
AT
C H
LI
N
E
SE
E
SH
EE
T
IR
M
ATC
H
LIN
E SEE SH
EET IR
MATCHLINE SEE SHEET IR106
IRRIGATION PLAN
KEYMAP
JD JD
IR103
A
B
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X
A
B
R O
O F
H
AT
CH
O
PE
NI
NG
A
BO
VE
2B
7.
F.
F.
E.
CP
B1
B2
B3
B4
B5
5.5 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
TEMPORARY POND
3"
3"
2.5"
1.5" 1.5"
1.5"
1.25"
1.25"
1.25"1.5"
2"
1.5"
1.25"
1.5"
Q
C-1
1.5"
- 2"
A
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
MATCHLINE SEE SHEET IR107
M
ATC
H
LIN
E SEE SH
EET IR
M
AT
C H
LI
N
E
SE
E
SH
EE
T
IR
IRRIGATION PLAN
KEYMAP
JD JD
IR104
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
IRRIGATE ALONG ROAD
1.5"
1.5"
1.25"
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
MATCHLINE SEE SHEET IR108
M
AT
C H
LI
N
E
SE
E
SH
EE
T
IR
IRRIGATION PLAN
KEYMAP
JD JD
IR105
X
X
X X
X X
X X
X X
X l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
12"
8"
8"
8"
2.5"
2.5"
2.5"
1.5"
2.5"
2" 1.25" 2"
1.25"
2.5"
2" 1.25"
1.25"
3"
2.5"
1.5"
3"2.5"
1.5"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
2.5"2.5" 1.5"
1.5"
1.5" 3"
2"
2"
2" 1.5"
3"
3"
2.5"
2"
2"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.5"
1.25"
Q
Q
10 10
B-1
2"
B-2
2"
B-3
1.5"
C-21
2"
C-24
X" 0.0
C-23
2"
C-22
2"
2"
C-43
2"
C-44
2"
B-119
2"
B-120
2"
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
MATCHLINE SEE SHEET IR103
M
ATC
H
LIN
E SEE SH
EET IR
IRRIGATION PLAN
KEYMAP
JD JD
IR106
D
C
B
A
1 2
F
E
N A
ENTRANCE
FOYER
B
D
H
J
G
R
T1
L
Q
C
K
M
P
MECH ENCLO
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
DEV
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DE
V
DEV
DEV
DEV
DEVDEVDEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
DEV
D
EV
D
EV
DEV
DEV
DEV
DEV
DEV
D
EV
l l l l l l l l l l l l l l l l l l l l l l l l l l
BIO RETENTION
POND 1
BIO RETENTION
POND 8
4"
6" 8"
8"
8"
8"
8"
8"
8"
8"
8"
4"
4"
8"
1"
1"
1"
3" 2"
1.5"
2"
1.5"
1.25"
1.25"
1.5" 1.5"
1.25"
3" 2.5"
1.5"
1.25"
1.25" 2.5" 2"
1.25" 1.5"
1.5"
1.25"3"2.5" 1.25"
1.25"
2.5" 2.5"
1.5"
1.25"
1.25"
1.5" 1.25"
1.25"
3" 2.5"
2"
2.5"
1.5"
1.5" 1.25" 2"2"
2" 2"
2"1.5" 1.5"1.25"
1.25" 1.25"
1.25" 1.25"
2.5"
2.5"
2" 2" 1.5"
1.5" 1.25"
1.25"
3"
3" 2"
2"
2"
1.25"
1.25"
2" 1.5"
1.25"
3"3"
1.25"
1.25" 2.5" 2.5"
2.5"
2.5" 2.5"
1.5" 1.25"
2"
2"
1.5" 1.5"
1.5" 1.5"
1.5"1.25" 1.25"
3"
2.5" 2.5" 2.5"
2.5" 2"
2"
2" 1.5" 1.5" 1.25"
1.25"
1.5"
1.25"
3" 2"
2"
2"
2"
2" 1.5"
1.5"
2"
1.5"
1.5" 1.25"
1.25" 1.25"
1.25"
3"
2" 1.5" 1.25"
3"
2"
2"
2"
1.5"
2" 1.5"
1.5" 1.25"
1.25" 1.5"
1.25" 1.25"
2.5" 2"
1.5"
2" 1.5"
1.5" 1.25"
1.25"
1.25" 1.25"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5" 3"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
2.5"
2" 2"
1.5"
3"
3" 2"1.5"
2.5"
1.5"
2"1.5"
2"
1.25"
2" 1.25"
1.5" 1.25"
1.25"
1.25"
1.25"
2" 1.5"
1.25"
1.25"
2" 1.5"
1.5" 1.5"
1.25"
1.25"
1.25"
2.5"
2" 2" 2"
1.5"
1.5"1.25" 1.25"2"
2" 2" 1.5"
1.5" 1.25"
1.25"
2" 2" 2"
1.5"
1.5" 1.25"
1.25"
2.5"
2"1.25"
2"
2" 2" 2"
2"
1.5" 1.5"
1.5" 1.25"
1.25" 1.25"
2"
1.5" 1.5"
1.25"
1.25"
1.25" 2"
2" 1.5"
1.5"
1.5"
1.5" 1.25" 1.25"
3"
1.5"
3"
3"
1.25" 1.25"
2.5"
2"
2" 1.25"
1.25"
2"
1.5"
1.25"
2"
2"
1.5"
2.5"1.5"
2"
1.5"
1.5"
3"
2.5"
2"
2"
1.25"
1.25"
Q
Q
Q
Q
Q
Q
Q
25 25
25Q
25H 25Q
25H
30Q
30Q 30H
30H
35Q
35Q
35H
35H
35H
35H
35H
35H
35H
35H
35H
35H
30F 30F
30F 30F
30F 30F
30H
35H
35H
35Q
35Q
35Q 35H
35H
35H 35H 35H
35H
35H
35F
35H 35H
35Q
35H
35H 35H
35Q
35Q
30F
.25
.25
.25
.25
.25
.25
.25.25.25 .25
.25
.25
.25
30H
25H 25Q
25H 25Q
25Q
25Q
30H
30H
30H
25Q 30H
30H 30H
25Q
25Q
25Q
35H
35H
30F
35F
35Q
35Q
.25
.25
.25
.25
.25
.25.25.25 .25
.25
.25
B-65
2"
B-64
2"
B-69
2"
B-68
2"
B-67
2"
B-63
2"
B-70
2"
B-74
2"
B-73
2"
B-79
2"
B-80
2"
B-42
1.5"
B-39
1.5"
B-40
2"
B-41
1.5"
B-12
2"
B-13
2"
B-14
2"
B-20 B-21
B-19
2"
B-18
2"
B-17
2"
B-16
2"
B-5
2"
B-4
2"
B-43
1"
B-44
1.5"
B-75
1.5"
B-76
1.5"
B-77
1"
B-78
2"
B-118
1.5"
2"
2.5"
1.5"
2"1.5"
2"
1.5"
1.5" 1.25"
1.25"
1.25"
1.25"
1.5"
25H
25H
25H
25H
25H
25H
25H
25H
25H
25H
25H
25Q
25H
25Q
1.5"1.25"
1.25"
1.25"
1.5"
3"
2.5"
1.5"
2"
3"
3"
2.5"1.5"
1.5"
2"
1.25"
1"
PROJECT NUMBER
BUILDING NUMBER
DRAWING NUMBER
PROJECT TITLE
LOCATION
ISSUE DATE CHECKED DRAWN
DRAWING TITLE
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT
321 4 5 6 7 8 9 10
MOROVIS NATIONAL
CEMETERY - PHASE 1B
MOROVIS, PUERTO RICO
971-031B
APPROVED: PROJECT MANAGER
CHERI L. COOPER
202-841-4052
MARCH, 2026REVISIONS: DATE:
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
DWG. OF
CONSTRUCTION
DOCUMENT - CD1
APPROVED: CONTRACTING SPECIALIST
JOSHUA GIBSON
202-746-5192
CONSTRUCTION DOCUMENTS - CD1
0' 400'200' 800' 1200'
1" = 400'
MATCHLINE SEE SHEET IR109
M
ATC
H
LIN
E SEE SH
EET IR
M
AT
C H
LI
N
E
SE
E
SH
EE
T
IR
MATCHLINE SEE SHEET IR104
IRRIGATION PLAN
KEYMAP
JD JD
IR107
File details come from the government source that posted it. Updated .