971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-4.pdf
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- 36C10F26Q0062
About this file
This document is a set of construction drawings for Phase 1B of the Morovis National Cemetery project in Morovis, Puerto Rico, prepared by AES Group, Inc. for the U.S. Department of Veterans Affairs Office of Construction and Facilities Management. The project is identified as number 971-031B and was approved in March 2026, with project manager Cheri L. Cooper and contracting specialist Joshua Gibson identified as the government representatives.
The construction documents (CD1) detail multiple work packages including a committal shelter renovation, site grading and drainage improvements, and retention pond construction. Key work elements include removing and reinstalling pavers at the committal shelter with proper slope and sealing; pouring new concrete topping to achieve proper drainage; installing a new galvanized steel door and granite saddle transition; constructing eight numbered retention ponds (Ponds 1-8) and a temporary retention pond with proposed liner systems anchored to existing anchor trenches; establishing proper grading and erosion control throughout the site; and implementing landscape features including sidewalks, curbs, gutters, and fencing. Critical operational requirements mandate that at least two committal shelters remain operational during construction, asphalt roads remain clear and accessible to cemetery staff and public, construction fencing be minimally disruptive, roadway closures require seven days advance notice to the Contracting Officer's Representative and resident engineer, and final inspection must occur at the end of each phase before proceeding to the next phase. The project also includes detailed provisions for stormwater management with multiple retention ponds designed at varying scales to handle site drainage.
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Text version
D
C
B
A
1 2
CO
COMMITTAL
SHELTER SIGN
D
C
B
A
1 2
CO
COMMITTAL
SHELTER SIGN
CE108
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
N
CONSTRUCTION DOCUMENTS - CD1
BMWALK
COMMITTAL SHELTER - EXISTING
CONDITIONS PLAN
SCALE:1 COMMITTAL SHELTER - DEMOLITION PLAN
1 = 150
SHEET NOTES:
1. ENSURE ALL GRADING, EROSION, AND SEDIMENT
CONTROLS (GESC) ARE IN PLACE PRIOR TO EARTH
DISTURBING ACTIVITIES.
2. ASPHALT ROADS TO REMAIN CLEAR OF MUD, DEBRIS,
AND ARE TO REMAIN OPEN FOR CEMETERY STAFF AND
THE PUBLIC AT ALL TIMES.
3. AT LEAST TWO COMMITTAL SHELTERS MUST REMAIN
OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.
COORDINATE WITH THE COR OR RESIDENT ENGINEER
AND SUBMIT PROJECT SCHEDULE WITHIN TWO WEEKS
OF PROJECT AWARD.
4. CONSTRUCTION FENCING MUST BE PLACED IN THE
LEAST DISRUPTIVE MANNER TO THE CEMETERY AND ITS
VISITORS IN ORDER TO ACCOMPLISH WORK DESCRIBED
IN THIS PROJECT. NOTIFY THE COR AND RESIDENT
ENGINEER AT LEAST 7 DAYS IN ADVANCE FOR ANY
TEMPORARY CLOSURE OF A ROADWAY.
5. DEMOLITION WORK NEEDED TO COMPLETE NEW WORK
MUST BE REPAIRED AT THE END OF EACH PHASE. ALL
DAMAGE TO EXISTING CONDITIONS MUST BE REPAIRED
IMMEDIATELY.
6. SITE PERIMETER FENCING HAS VARYING EXISTING
CONDITIONS AND TOPOGRAPHY. IF ISSUES ARISE
DURING CONSTRUCTION THAT REQUIRE ANY
MODIFICATIONS TO THE PERIMETER FENCING, NOTIFY
THE COR AND RESIDENT ENGINEER IMMEDIATELY.
7. FINAL INSPECTION MUST BE COMPLETED AT THE END OF
EACH PHASE PRIOR TO STARTING THE NEXT PHASE OF
WORK.
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
CE108
52.510.50
SCALE: 1:50
1.5 2
KEY NOTES:
1. REMOVE ALL COMMITTAL SHELTER PAVERS FOR
REUSE.
2. DEMOLISH EXISTING DOUBLE DOOR.
3. POUR NEW CONCRETE TOPPING THROUGHOUT ALL
AREAS TO ACHIEVE PROPER SLOPE. AREA INDICATED
BY THIS LINE REPRESENTS THE OVERHEAD ROOF
LINE. AREA UNDER THE ROOF TO BE BUILT UP TO
158.52 METERS (.08 METERS (3") HIGHER THAN
CORNER ELEVATIONS).
4. PROVIDE NEW 1 - 1/2" MANUFACTURED SAND BASE
FOR PAVER REINSTALLATION IN ALL AREAS. SEE
DETAIL XXXX
5. REINSTALL PAVERS THROUGHOUT COMMITTAL
SHELTER AND SLOPE PAVERS IN A GRADUAL MANOR
FROM FLAT AREA INDICATED BY THE DARK LINE
OUTWARDS TO THE EXISTING CONCRETE SLAB EDGES.
ENSURE PAVERS ARE FLUSH WITH THE CONCRETE
EDGE AT ALL LOCATIONS. CUT PAVERS AS
NECESSARY TO FIT, AND PROVIDE MATCHING PAVERS
FOR ANY DAMAGED PIECES.
6. PROVIDE MANUFACTURED BEACH SAND JOINTS
BETWEEN ALL PAVERS.
7. PROVIDE 2 COATS OF ARMOR SX5000 WB OR
APPROVED EQUIVALENT PAVER SEALER TO PAVERS.
PRESSURE WASH PAVERS 24 HOURS PRIOR TO
APPLICATION, AND LET PAVERS DRY FOR AT LEAST 24
HOURS PRIOR TO WALKING ON THEM. ENSURE
SEALING OPERATIONS OCCUR WITH NO RAIN
PRESENT.
8. PROVIDE SURVEY AT EACH CORNER TO GATHER SPOT
ELEVATION OF REINSTALLED PAVERS.
9. PROVIDE NEW DOOR AND FRAME FOR COMMITTAL
SHELTER. DOOR SHALL BE 6'-0" IN WIDTH, 1 3/4"
GALVANIZED STEEL. DOOR HEIGHT SHALL BE
DETERMINED IN FIELD AND SHALL BE ADJUSTED TO
ACCOMMODATE NEW PAVER ELEVATIONS. FRAME
SHALL BE DOUBLE DOOR FRAME GALVANIZED STEEL.
DOOR AND FRAME PAINT COLOR SHALL MATCH
EXISTING, AND IS ANTICIPATED TO BE PANTONE
COLOR 10358C-FACTORY PAINTED SATIN FINISH PER
PREVIOUS CONSTRUCTION DRAWINGS. DOOR
HARDWARE MAY BE REPLACED IN KIND OR REUSED
FROM PREVIOUS DOOR IF IN ADEQUATE CONDITION.
10. REMOVE AND PROVIDE NEW GRANITE SADDLE DOOR
TRANSITION TO ACCOUNT FOR CHANGE IN PAVER
ELEVATIONS. MATCH EXISTING GRANITE TYPE.
SCALE:1 COMITTAL SHELTER - NEW WORK
1 = 150
274 5 6
2 9 10 https://www.aquaengineering.com/
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I.E.=155.63(12"Ø IN-NORTH)
DROP IN.NO.45
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STATE RO
AD PR-137
STATE R
O
AD
PR
-137
STM
CG100
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
N
DESIGN DEVELOPMENT - DD2
MJAEB
OVERALL SITE AND GRADING PLAN
SCALE:1 OVERALL SITE AND GRADING PLAN
1 = 1500
15075150
SCALE: 1:1500
30 45 60
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
IRRIGATION
RETENTION POND
TEMPORARY
RETENTION POND
RETENTION POND 8
RETENTION POND 7
RETENTION POND 5
RETENTION POND 6
RETENTION POND 4
RETENTION POND 1
RETENTION POND 2
CONSTRUCTION DOCUMENTS - CD1
STM
STM
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CG101
MJAEB
RETENTION POND 1- SITE AND
GRADING PLAN
SCALE:1
RETENTION POND 1- SITE AND GRADING
PLAN
1 = 100
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
CG101
KEYPLAN:
10510
SCALE: 1:100
2 3 4
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
N
DESIGN DEVELOPMENT - DD2
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
EXISTING ANCHOR TRENCH
EXISTING CONCRETE
SURFACE
CONSTRUCTION DOCUMENTS - CD1
E E
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D
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SCALE:1 RETENTION POND 2 - SITE AND GRADING PLAN
1 = 250
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
1/CG102
KEYPLAN:
25155210
SCALE: 1:250
103 4
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
N
DESIGN DEVELOPMENT - DD2
CG102
MJAEB
RETENTION POND 2 AND 6 - SITE AND
GRADING PLAN
SCALE:2
RETENTION POND 6 - SITE AND GRADING
PLAN
1 = 250
2/CG102
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
2. PROPOSED SIDEWALK/CURB/GUTTER
3. PROPOSED FENCE
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
EXISTING ANCHOR TRENCH
EXISTING RIPRAP
EXISTING CONCRETE
SURFACE
EXISTING FENCE
INSTALLATION LIMIT
PROPOSED CONCRETE
SURFACE
PROPOSED FENCE
CONSTRUCTION DOCUMENTS - CD1
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
CBCB
CBCB
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
CBCB
CBCB
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
SCALE:1
RETENTION POND 4- SITE AND GRADING
PLAN
1 = 100
CG103
KEYPLAN:
10510
SCALE: 1:100
2 3 4
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
N
DESIGN DEVELOPMENT - DD2
CG103
MJAEB
RETENTION POND 4- SITE AND
GRADING PLAN
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
2. PROPOSED SIDEWALK/CURB/GUTTER
3. PROPOSED GUARDRAIL
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
PROPOSED GUARD RAIL
EXISTING ANCHOR TRENCH
EXISTING RIPRAP
EXISTING CONCRETE
SURFACE
INSTALLATION LIMIT
PROPOSED CONCRETE
SURFACE
PROPOSED FENCE
EXISTING GUARD RAIL
CONSTRUCTION DOCUMENTS - CD1
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
CB
CB
CB
CB
CB
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM
STM
STM
STM
STM
STM
STM
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STM
STM
STM
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STM
STM
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STM
STM
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STM
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STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
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STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
CB
CB
CB
CB
CB
SCALE:1
RETENTION POND 5 - SITE AND GRADING
PLAN
1 = 100
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
CG104
KEYPLAN:
10510
SCALE: 1:100
2 3 4
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
N
DESIGN DEVELOPMENT - DD2
CG104
MJAEB
RETENTION POND 5 - SITE AND
GRADING PLAN
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
2. PROPOSED SIDEWALK/CURB/GUTTER
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
PROPOSED GUARD RAIL
EXISTING ANCHOR TRENCH
EXISTING CONCRETE
SURFACE
INSTALLATION LIMIT
PROPOSED CONCRETE
SURFACE
PROPOSED FENCE
EXISTING GUARD RAIL
CONSTRUCTION DOCUMENTS - CD1
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
CB
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
CB
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
142.00
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
142.00
SCALE:1
RETENTION POND 7 - SITE AND GRADING
PLAN
1 = 150
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
1/CG105
KEYPLAN:
150 105321
SCALE: 1:150
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
N
DESIGN DEVELOPMENT - DD2
CG105
MJAEB
TEMPORARY RETENTION POND AND 7
- SITE AND GRADING PLAN
SCALE:2
TEMPORARY RETENTION POND - SITE AND GRADING
PLAN
1 = 250
25155210
SCALE: 1:250
103 4
2/CG105
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
EXISTING ANCHOR TRENCH
EXISTING CONCRETE
SURFACE
INSTALLATION LIMIT
CONSTRUCTION DOCUMENTS - CD1
DD
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
STM STM STM STM STM STM STM STM STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
D
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
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STM
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STM STM STM STM STM STM
D
STM
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STM
ST
M
ST
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ST
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ST
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ST
M
ST
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ST
M
ST
M
ST
M
ST
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M
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M
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M
ST
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ST
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STM STM STM STM STM STM STM STM STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
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SD
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SD
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SD
SD
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SD
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SD
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SD
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SD
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SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
CB CB
CB CB
CB
CB
DD
ST
M
ST
M
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M
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M
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M
ST
M
ST
M
ST
M
STM STM STM STM STM STM STM STM STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
D
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
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STM
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STM
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ST
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M
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ST
M
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STM STM STM STM STM STM STM STM STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
SD
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SD
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SD
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SD
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SD
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SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD
SD
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SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
CB CB
CB CB
CB
CB
SCALE:1
RETENTION POND 8 - SITE AND GRADING
PLAN
1 = 150
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
CG106
KEYPLAN:
150 105321
SCALE: 1:150
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
N
DESIGN DEVELOPMENT - DD2
CG106
MJAEB
RETENTION POND 8 - SITE AND
GRADING PLAN
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
2. PROPOSED SIDEWALK/CURB/GUTTER
3. PROPOSED GUARDRAIL
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
PROPOSED GUARD RAIL
EXISTING ANCHOR TRENCH
EXISTING RIPRAP
EXISTING CONCRETE
SURFACE
EXISTING FENCE
INSTALLATION LIMIT
PROPOSED CONCRETE
SURFACE
PROPOSED FENCE
EXISTING GUARD RAIL
CONSTRUCTION DOCUMENTS - CD1
E
C
A
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
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30' - 0"
4' - 1 1/4"
39' - 3"
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RO
O
F
HA
TC
H
O
PE
NI
NG
A
BO
VE
2B
7.
F.
F.
E.
CP
B1
B2
B3
B4
B5
5.5
3.00 MTS. BERM
3.00 M
TS. BERM
3.00 MTS. BERM
3.00 MTS. BERM
5.00 MTS.
3.00 MTS. BERM
3.00 MTS. BERM
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
STM
STM
STM
STM
STM
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D6
CI-303
3.00 MTS. BERM
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CB
CB
CB
CB
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
STM STM STM STM STM
STM
STM
STM
SCALE:1
IRRIGATION RETENTION POND - SITE AND GRADING
PLAN
1 = 250
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
CG107
KEYPLAN:
25155210
SCALE: 1:250
103 4
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
N
DESIGN DEVELOPMENT - DD2
CG107
MJAEB
IRRIGATION RETENTION POND - SITE
AND GRADING PLAN
SHEET NOTES:
1.
KEY NOTES:
1. PROPOSED POND LINER. PROPOSED POND LINER
TO BE ANCHORED INTO EXISTING ANCHOR TRENCH
PER DETAIL B3, SHEET CS202
LEGEND:
PROPOSED POND LINER
EXISTING TOPO BORDER
TOPOGRAPHIC LINESXXX.XX
EXISTING ANCHOR TRENCH
EXISTING RIPRAP
EXISTING CONCRETE
SURFACE
EXISTING FENCE
INSTALLATION LIMIT
CONSTRUCTION DOCUMENTS - CD1
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
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
MEET EXISTING PAVEMENT
SMOOTH AND FLUSH, TYP.
EXISTING COLUMBARIUM A
1.5%
SLOPE
TYP.
157.84
MAINTAIN CONSISTENT
SLOPE ALONG TOP OF
CONCRETE MOW STRIP, TYP.
EXISTING STORM
CLEAN-OUT, TYP.
EXISTING WATER
SPIGOT
M.E.G./ V.I.F.
157.87
M.E.G./ V.I.F.
157.99
158 158
EXISTING STORM
CLEAN-OUT
EXISTING WATER
SPIGOT
EXISTING STORM
CLEAN-OUT
EXISTING STORM
DRAIN PIPE, TYP.
APPROXIMATE LOCATION
OF EXISTING WATER
LINE, TYP.
APPROXIMATE LOCATION OF
EXISTING IRRIGATION LINE, TYP.
P.O.W./M.I.A. FLAG POLE
M.E.G./ V.I.F.
157.95
157.90
157.80
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
N
CONSTRUCTION DOCUMENTS - CD1
AJMAJM
P.O.W. / M.I.A. FLAG AREA
GRADING PLAN ENLARGEMENT
52.50.50
SCALE: 1:50
1 1.5 2
F
D
COAST GUARD MARINES
AIR FORCE
NAVY
ARMY
KEYPLAN:
LEGEND
EXISTING IRRIGATION LINEIRR
EXISTING WATER LINEW
EXISTING CONTOUR
CG401
SLOPE
1.5%
157.00 SPOT GRADE
ABBREVIATIONS
MEET EXISTING GRADEM.E.G.
EXISTING STORM WATER PIPEST
NOTES
1. EXISTING CONDITIONS INFORMATION UTILIZES SURVEY
INFORMATION BY ATKINS REALIS COMPLETED ON DEC. 21
2024 IN ADDITION TO VARIOUS PHASE 1A CONSTRUCTION
DOCUMENT FILES.
2. ADDITIONAL SUPPLEMENTAL EXISTING CONDITIONS
SURVEY INFORMATION BY ATKINS REALIS RECEIVED ON
DECEMBER 6 2025.
3. CONTOURS ARE IN INCREMENTS OF 0.10 METERS.
VERIFY IN FIELDV.I.F.
PROPOSED CONTOUR
File details come from the government source that posted it. Updated .