971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-7.pdf

PDF 18 MB Posted May 20, 2026

Attached to: Sources Sought Notice - Morovis National Cemetery, Phase 1B
Solicitation number: 36C10F26Q0062
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · May 20, 2026

This document is a set of construction drawings for the Morovis National Cemetery Phase 1B project located in Morovis, Puerto Rico. The drawings are prepared by AES Group, Inc., an Architect/Engineer of Record, and are dated March 2026. The drawings comprise Construction Documents (CD1) developed for the U.S. Department of Veterans Affairs, Office of Construction and Facilities Management.

The project encompasses extensive civil infrastructure work including perimeter fencing installation across multiple areas (A through O) with chain-link and ornamental fence details; bio-retention pond construction with new liner installation, geotextile layering systems, and gas ventilation systems; site drainage improvements including French drain installation; temporary committal shelter relocation with new sidewalk and parking area construction; and P.O.W./M.I.A. flag area development with concrete pavement and landscaping. Specific construction details provided include fence foundation specifications (4-foot and 6-foot heights), pond liner demolition and installation sequences, concrete pavement specifications with control joint and expansion joint requirements, gate details for chain-link and ornamental fences, and landscaping demolition plans for retention ponds. The drawings include extensive coordinate geometry survey points, topographic information, and cross-sectional details necessary for contractor execution. Sheet notes emphasize maintaining asphalt roads clear of debris and keeping cemetery access open for staff and public use during all construction phases.

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Other files

File	Type	Posted
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-2.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-1.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - Specifications 2026-03-06.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-4.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-3.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-6.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-9.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-8.pdf	PDF	May 20, 2026
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-5.pdf	PDF	May 20, 2026
36C10F26Q0062.docx	DOCX document	May 20, 2026

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BP: 0+00.00

N: 257791.920 E: 199636.546

PRC: 0+18.67

N: 257808.352 E: 199645.343

X X

AS: 4+82.09

N: 257791.9210 E: 199636.5465

AS: 3+00.00

N: 257732.0599 E: 199808.5145

AS: 4+00.00

N: 257764.9346 E: 199714.0727

AS: 0+00.00

N: 257791.9205 E: 199636.5463

50" 18" 30"

24"

30"

EP: 4+82.09

N: 257791.921 E: 199636.547

X X

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

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

CS124

BMWALK

PERIMETER FENCING - AREA M

SCALE:1 PERIMETER FENCING - AREA M

1 = 400

402010620

SCALE: 1:400

4 8

C H

MATCHLINE

KEYPLAN

CS126

CS123

C S1

CS125

CS124

CS125

CS124

CS123

CS122

C S1

CS124

F D

CS112

AREA A

CS113

AREA B

CS114

AREA C

CS115

AREA D

CS116

AREA E

CS117

AREA F

CS118

AREA G

CS119

AREA H

CS120

AREA I

CS121

AREA J

CS122

AREA K

CS123

AREA L

CS124

AREA M

CS125

AREA N

CS126

AREA O

CS501

KEY NOTES:

1. TIE IN NEW PERIMETER FENCE TO EXISTING

CHAIN-LINK FENCE AT LOCATION INDICATED.

LEGEND:

X X PERIMETER FENCING

EXISTING TREE

TOPOGRAPHIC LINESXXX.XX

XX" DIAMETER

MATCH LINE

PI: STATION #

NORTHING

EASTING

INTERSECTION ALIGNMENT

SURVEY POINT

AS: STATION #

NORTHING

EASTING

ALIGNMENT STATION

SURVEY POINT

TITLE

NORTHING

EASTING

COORDINATE GEOMETRY

SURVEY POINT

BP OR EP: STATION #

NORTHING

EASTING

START AND END

ALIGNMENT

SURVEY POINT

https://www.aquaengineering.com/

PI: 1+42.75

N: 257918.194 E: 199672.303

EP: 1+50.83

N: 257925.596 E: 199675.551

AS: 1+50.83

N: 257925.5960 E: 199675.5512

AS: 0+00.00

N: 257940.9841 E: 199707.3967

AS: 1+00.00

N: 257975.4542 E: 199771.9774

36"

BP: 0+00.00

N: 257940.984 E: 199707.397

PI: 0+10.03

N: 257948.387 E: 199714.162

PI: 0+29.92

N: 257959.529 E: 199730.642

PI: 0+40.43

N: 257960.848 E: 199741.070

PI: 0+52.08

N: 257949.315 E: 199742.685

PI: 0+60.63

N: 257945.593 E: 199750.380

PI: 0+71.29

N: 257956.045 E: 199752.495

PI: 0+75.30

N: 257959.237 E: 199754.926

PI: 0+88.55

N: 257967.935 E: 199764.915

PI: 0+92.66

N: 257972.005 E: 199765.497

PI: 1+05.54

N: 257978.055 E: 199776.865

PI: 1+15.28

N: 257983.687 E: 199784.818

PI: 1+39.02

N: 257977.120 E: 199807.626

PI: 1+53.65

N: 257979.775 E: 199822.017

PI: 1+66.07

N: 257969.690 E: 199829.267

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

XXXXXXXXXXXXXXXXXXX

X X

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

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

CS125

BMWALK

PERIMETER FENCING - AREA N

SCALE:1 PERIMETER FENCING - AREA N

1 = 400

402010620

SCALE: 1:400

4 8

C H

MATCHLINE

CS125

CS124

C S1

CS126

CS123

C S1

KEYPLAN

CS125

CS124

C S1

F D

CS112

AREA A

CS113

AREA B

CS114

AREA C

CS115

AREA D

CS116

AREA E

CS117

AREA F

CS118

AREA G

CS119

AREA H

CS120

AREA I

CS121

AREA J

CS122

AREA K

CS123

AREA L

CS124

AREA M

CS125

AREA N

CS126

AREA O

CS501

KEY NOTES:

1. TIE IN NEW PERIMETER FENCE TO EXISTING

CHAIN-LINK FENCE AT LOCATION INDICATED.

LEGEND:

X X PERIMETER FENCING

EXISTING TREE

TOPOGRAPHIC LINESXXX.XX

XX" DIAMETER

MATCH LINE

PI: STATION #

NORTHING

EASTING

INTERSECTION ALIGNMENT

SURVEY POINT

AS: STATION #

NORTHING

EASTING

ALIGNMENT STATION

SURVEY POINT

TITLE

NORTHING

EASTING

COORDINATE GEOMETRY

SURVEY POINT

BP OR EP: STATION #

NORTHING

EASTING

START AND END

ALIGNMENT

SURVEY POINT

EP: 1+45.88

N: 257901.605 E: 200136.228

BP: 0+00.00

N: 257901.605 E: 200136.228

PI: 0+01.53

N: 257901.327 E: 200137.732

CHAIN-LINK FENCE

AS: 1+46

N: 257901.605 E: 200136.228

AS: 2+00.00

N: 257963.5602 E: 199851.7722

AS: 3+00.00

N: 257982.1878 E: 199935.7247

AS: 4+00.00

N: 258017.7471 E: 200019.3620

AS: 5+00.00

N: 258029.6821 E: 200108.1666

AS: 6+00.00

N: 257941.8683 E: 200114.6185

AS: 0+00

N: 257901.605 E: 200136.228

36"36"

PI: 1+87.17

N: 257953.930 E: 199843.301

PI: 2+37.40

N: 257991.644 E: 199876.475

PI: 2+42.31

N: 257994.147 E: 199880.693

PI: 2+90.30

N: 257979.514

E: 199926.397 PI: 3+13.83

N: 257985.998 E: 199949.015

PI: 3+25.70

N: 257997.545 E: 199951.783

PI: 3+30.53

N: 257999.363 E: 199956.257

PI: 3+50.20

N: 257997.190 E: 199975.807

PI: 3+68.60

N: 258010.113 E: 199988.903

PI: 4+10.44

N: 258020.286 E: 200029.492

PI: 4+29.72

N: 258016.044 E: 200048.301

PI: 4+53.99

N: 258032.469 E: 200066.157

PI: 4+66.75

N: 258039.752 E: 200076.639

PI: 4+77.07

N: 258038.051 E: 200086.818

PC: 5+01.23

N: 258029.233

E: 200109.312 PCC: 5+10.16

N: 258022.011 E: 200114.111

PT: 5+14.83

N: 258020.315 E: 200118.424

PI: 5+23.78

N: 258012.445 E: 200122.670

PI: 5+35.94

N: 258001.719 E: 200128.398

PI: 5+71.96

N: 257969.754 E: 200111.784

PI: 5+93.84

N: 257948.020 E: 200114.300

PI: 6+07.35

N: 257934.528 E: 200114.999

PI: 6+33.30

N: 257909.285 E: 200108.966

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 X X X X X X X X X X

X X

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

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

CS126

BMWALK

PERIMETER FENCING - AREA O

SCALE:1 PERIMETER FENCING - AREA O

1 = 400

402010620

SCALE: 1:400

4 8

KEY NOTES:

1. PERIMETER FENCING TERMINATES AT LOCATION

INDICATED.

2. EXISTING PERIMETER FENCE TERMINATES AT

LOCATION INDICATED.

CS126

CS123

CS125

CS124

C S1

CS126

CS123

C S1

C H

MATCHLINE

KEYPLAN

F D

CS112

AREA A

CS113

AREA B

CS114

AREA C

CS115

AREA D

CS116

AREA E

CS117

AREA F

CS118

AREA G

CS119

AREA H

CS120

AREA I

CS121

AREA J

CS122

AREA K

CS123

AREA L

CS124

AREA M

CS125

AREA N

CS126

AREA O

CS501

SHEET NOTES:

1. PERIMETER FENCING IS NOT REQUIRED ALONG THE

WATERWAY. COORDINATE WITH THE COR TO

CONFIRM LOCATION OF FENCE TERMINATION PRIOR

TO THE BEGINNING OF WORK.

LEGEND:

X X PERIMETER FENCING

EXISTING TREE

TOPOGRAPHIC LINESXXX.XX

XX" DIAMETER

MATCH LINE

PI: STATION #

NORTHING

EASTING

INTERSECTION ALIGNMENT

SURVEY POINT

AS: STATION #

NORTHING

EASTING

ALIGNMENT STATION

SURVEY POINT

TITLE

NORTHING

EASTING

COORDINATE GEOMETRY

SURVEY POINT

BP OR EP: STATION #

NORTHING

EASTING

START AND END

ALIGNMENT

SURVEY POINT

TYPICAL EXISTING BIO-RETENTION POND SECTIONB3

SCALE: NOT TO SCALE

TYPICAL 100-YR WATER LEVEL

SPILLWAY

EXISTING GROUND

POND BOTTOM PROTECTION LAYERING SYSTEM B

(WIDTH VARIES)

POND SLOPE PROTECTION LAYERING SYSTEM ATYPICAL BIO-RETENTION WATER LEVEL

POND SLOPE PROTECTION

LAYERING SYSTEM A

EXISTING POND LINER

ANCHOR TRENCH

EXISTING POND LINER

ANCHOR TRENCH

PIPE

CS201

RSA

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

DESIGN DEVELOPMENT - DD2

EPB

TYPICAL EXISTING BIO-RETENTION

POND SECTION AND DEMOLITION

PLAN

101.6mm (4") SAND

ORANGE WARNING BARRIER

(SIMILAR TO CONSTRUCTION WARNING TEXTILE)

30MIL PVC

GEOMEMBRANE

NONWOVEN GEOTEXTILE

MIRAFI S800 (��1.�J�mð RU 8R]�\Gð)

30MIL PVC

GEOMEMBRANE

NONWOVEN GEOTEXTILE

MIRAFI S800 (��1.�J�mð RU 8R]�\Gð)

POND SLOPE PROTECTION LAYERING SYSTEM A

POND BOTTOM PROTECTION LAYERING SYSTEM B

101.6mm (4") SAND

EXISTING POND LINER DEMOLITION SEQUENCE OF CONSTRUCTION

1. DEWATER EXISTING POND AND REMOVE ACCUMULATED SEDIMENT�ORGANIC MATTER AND DEBRIS� SAND LAYERS� AND

WARNING BARRIER. DISPOSE OF MATERIALS IN ACCORDANCE WITH THE PRO-ECT SPECIFICATIONS.

�. EXCAVATE POND LINER ANCHOR TRENCH ALONG PERIMETER OF THE POND TO EXPOSE THE POND LINER. NOTE THAT ANCHOR TRENCH MAY BE LOCATED BELOW SITE FEATURES SUCH AS SIDEWAL.S� CURBS AND GUTTERS� GUARD RAILS� ETC. ALL SITE FEATURES REMOVED AND�OR DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED

OR REPLACED IN .IND.

3. REMOVE POND LINER AND DISPOSE OF IN ACCORDANCE WITH THE PRO-ECT SPECIFICATIONS.

EXISTING POND LAYERING SYSTEMC8 SCALE: NOT TO SCALE

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS ARE IN PLACE PRIOR TO EARTH

DISTURBING ACTIVITIES

�. ASPHALT ROADS TO REMAIN CLEAR OF MUD� DEBRIS� AND ARE TO

REMAIN OPEN FOR CEMETERY STAFF AND THE PUBLIC ALL TIMES

NOTE: THIS SECTION IS A SCHEMATIC REPRESENTATION OF AN

EXISTING BIO RETENTION POND FOR ILLUSTRATIVE PURPOSES.

ACTUAL POND DIMENSIONS WILL VARY.

CONSTRUCTION DOCUMENTS - CD1

TYPICAL PROPOSED BIO-RETENTION POND SECTIONB3

SCALE: NOT TO SCALE

SPILLWAY

E;ISTING GROUND

POND BOTTOM PROTECTION LAYERING SYSTEM D

(WIDTH VARIES)

POND SLOPE PROTECTION LAYERING SYSTEM C

TYPICAL 100-YR WATER LEVEL

TYPICAL BIO RETENTION WATER LEVEL

E;ISTING POND LINER

ANCHOR TRENCH

PROPOSED POND LINER

ANCHOR TRENCH

POND SLOPE PROTECTION

LAYERING SYSTEM A

PIPE

CS202

RSA

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

DESIGN DEVELOPMENT - DD2

EPB

TYPICAL PROPOSED

BIO-RETENTION POND SECTION

NEW POND LINER INSTALLATION SEQUENCE OF CONSTRUCTION

1. REPAIR ALL DAMAGE TO THE POND EMBAN.MENTS AND BOTTOM.

2. COMPACT POND EMBAN.MENTS AND BOTTOM AND TEST IN ACCORDANCE WITH THE PRO-ECT SPECIFICATIONS

3. INSPECT THE COMPACTED POND EMBAN.MENTS AND BOTTOM AND REMOVE ANY SHARP ROC.S THAT COULD PUNCTURE

THE NEW GEOMEMBRANE LINER AND RECOMPACT THOSE AREAS

4. INSTALL GEOTE;TILE LAYER TO THE POND BOTTOM AND EMBAN.MENTS

5. INSTALL THE SAND LAYER AND GEOTE;TILE TOPPING TO THE POND BOTTOM

6. INSTALL A GAS VENTILATION SYSTEM DIRECTLY UNDER THE GEOMEMBRANE LINER. THE VENT SYSTEM SHALL VENT GAS FROM UNDER THE GEOMEMBRANE TO THE HIGH POINTS OF THE POND. PROVIDE A VENT MANIFOLD AT THE TOP OF THE EMBAN.MENT TO COLLECT GAS AND CONVEY TO VENT STAC.S AT THE ENDS OF THE POND. THE VENTILATION SYSTEM TO BE USED SHALL BE AS RECOMMENDED BY THE GEOMEMBRANE SUPPLIER AND APPROVED BY THE ENGINEER.

�. ANCHOR THE GEOMEMBRANE POND LINER IN THE E;ISTING ANCHOR TRENCH AND AS RECOMMENDED BY THE LINER

MANUFACTURER. INSTALL THE GEOMEMBRANE LINER ON THE POND EMBAN.MENTS AND BOTTOM

8. INSTALL THE GEOTE;TILE ON TOP OF THE GEOMEMBRANE LINER

�. INSTALL THE GEOWEB SLOPE PROTECTION SYSTEM IN ACCORDANCE WITH THE MANUFACTURER

S RECOMMENDATIONS.

THE GEOWEB SYSTEM SHALL BE ANCHORED IN A WAY AS TO NOT PENETRATE THE GEOMEMBRANE LINER

10. INSTALL CONCRETE IN THE GEOWEB SYSTEM IN THE POND BOTTOM

11. INSTALL CRUSHED STONE IN THE GEOWEB SYSTEM ON THE EMBAN.MENTS

12. REPLACE ALL SITE ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION TO MATCH E;ISTING CONDITIONS OR BETTER

13. AFTER CONCRETE HAS CURED� REMOVE DEWATERING DEVICES

152.4mm (6") SAND

NONWOVEN GEOTE;TILE

MIRAFI S800 (2�1.2J�mð RU 8R]�\Gð)

30MIL PVC

GEOMEMBRANE

152.4mm (6") GEOWEB SLOPE PROTECTION SYSTEM

FILLED WITH CONCRETE

NONWOVEN GEOTE;TILE

MIRAFI S800 (2�1.2J�mð RU 8R]�\Gð)

NONWOVEN GEOTE;TILE

MIRAFI S800 (2�1.2J�mð RU 8R]�\Gð)

NONWOVEN GEOTE;TILE

MIRAFI S800 (2�1.2J�mð RU 8R]�\Gð)

30MIL PVC

GEOMEMBRANE

203.2mm (8") GEOWEB SLOPE PROTECTION SYSTEM FILLED WITH 38.1mm (1-1�2") # 50.8mm (2") ROUND CRUSHED STONE

NONWOVEN GEOTE;TILE

MIRAFI S800 (2�1.2J�mð RU 8R]�\Gð)

POND SLOPE PROTECTION LAYERING SYSTEM C

POND BOTTOM PROTECTION LAYERING SYSTEM D

PROPOSED POND LAYERING SYSTEMC8 SCALE: NOT TO SCALE

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS 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 ALL TIMES

GAS VENTILATION

SYSTEM. SEE NOTE 6

GAS VENTILATION

SYSTEM. SEE NOTE 6

CONSTRUCTION DOCUMENTS - CD1

EXISTING 8" STORM DRAIN.

EXISTING PROTECTION

LAYERING SYSTEM A-1

BIO-RETENTION POND VIII - EXISTING CONDITIONS - SECTION XXX

NOT TO SCALE

EXISTING WALL ANGLE IS 6° OFF THE

VERTICAL. CONTRACTOR TO V.I.F.

EXISTING 8" STORM DRAIN TO REMAIN

PROTECTION LAYERING

SYSTEM A-1 TO REMAIN

BIO-RETENTION POND VIII - DEMOLITION - SECTION XXX

NOT TO SCALE

DEMOLISH EXISTING LAYERS TO GEOTEXITLE LAYER.

CONTRACTOR TO REPORT CONDITION OF GEOTEXTILE

LAYER TO ENGINEER. CONTRACTOR TO LEAVE 0.5 METERS

OF EXISTING POND LINER FOR REPAIR NEAR GAVIAN WALL.

DEMOLISH EXISTING LAYERS TO GEOTEXITLE LAYER.

CONTRACTOR TO REPORT CONDITION OF GEOTEXTILE

LAYER TO ENGINEER. CONTRACTOR TO LEAVE 0.5 METERS

OF EXISTING POND LAYER FOR REPAIR NEAR GAVIAN WALL.

GAVIAN WALL SYSTEM TO REMAIN.

CONTRACTOR TO REPORT CONDITION

OF WALL TO ENGINEER.

BIO-RETENTION POND VIII - PROPOSED CONDITIONS - SECTION XXX

NOT TO SCALE

158.00 157.50

156.50 156.00

155.50

157.00

152.57

PROPOSED POND BOTTOM

PROTECTION LAYERING SYSTEM E

CONNECTED TO EXISTING SYSTEM

PROPOSED POND SLOPE

PROTECTION LAYERING SYSTEM C

CONNECTED TO EXISTING SYSTEM

CS203

RSA

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

DESIGN DEVELOPMENT - DD2

EPB

TYPICAL PROPOSED

BIO-RETENTION POND 8 SECTION

NEW POND LINER INSTALLATION SE4UENCE OF CONSTRUCTION

152.4mm (6") SAND

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

30MIL PVC

GEOMEMBRANE

152.4mm (6") GEOWEB SLOPE PROTECTION SYSTEM

FILLED WITH CONCRETE

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

30MIL PVC

GEOMEMBRANE

203.2mm (8") GEOWEB SLOPE PROTECTION SYSTEM FILLED WITH 38.1mm (1-1/2") @ 50.8mm (2") ROUND CRUSHED STONE

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

POND SLOPE PROTECTION LAYERING SYSTEM C

POND BOTTOM PROTECTION LAYERING SYSTEM D

PROPOSED POND LAYERING SYSTEMC8

SCALE� NOT TO SCALE

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS 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 ALL TIMES

GAS VENTILATION

SYSTEM. SEE NOTE 6

GAS VENTILATION

SYSTEM. SEE NOTE 6

101.6mm (4") SAND

ORANGE WARNING BARRIER

(SIMILAR TO CONSTRUCTION WARNING TEXTILE)

30MIL PVC

GEOMEMBRANE

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

30MIL PVC

GEOMEMBRANE

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

POND SLOPE PROTECTION LAYERING SYSTEM A

POND BOTTOM PROTECTION LAYERING SYSTEM B

101.6mm (4") SAND

EXISTING POND LAYERING SYSTEMC8

SCALE� NOT TO SCALE

152.4mm (6") SAND

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

30MIL PVC

GEOMEMBRANE

152.4mm (6") GEOWEB SLOPE PROTECTION SYSTEM

FILLED WITH CONCRETE

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

NONWOVEN GEOTEXTILE

MIRAFI S800 (271.2g/m² or 8oz/yd²)

POND BOTTOM PROTECTION LAYERING SYSTEM E

PROPOSED POND LAYERING SYSTEMC9

SCALE� NOT TO SCALE

1. REPAIR ALL DAMAGE TO THE POND EMBANKMENTS AND BOTTOM.

2. COMPACT POND EMBANKMENTS AND BOTTOM AND TEST IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS

3. INSPECT THE COMPACTED POND EMBANKMENTS AND BOTTOM AND REMOVE ANY SHARP ROCKS THAT COULD PUNCTURE

THE NEW GEOMEMBRANE LINER AND RECOMPACT THOSE AREAS

4. INSTALL GEOTEXTILE LAYER TO THE POND BOTTOM AND EMBANKMENTS

5. INSTALL THE SAND LAYER AND GEOTEXTILE TOPPING TO THE POND BOTTOM

6. INSTALL A GAS VENTILATION SYSTEM DIRECTLY UNDER THE GEOMEMBRANE LINER. THE VENT SYSTEM SHALL VENT GAS FROM UNDER THE GEOMEMBRANE TO THE HIGH POINTS OF THE POND. PROVIDE A VENT MANIFOLD AT THE TOP OF THE EMBANKMENT TO COLLECT GAS AND CONVEY TO VENT STACKS AT THE ENDS OF THE POND. THE VENTILATION SYSTEM TO BE USED SHALL BE AS RECOMMENDED BY THE GEOMEMBRANE SUPPLIER AND APPROVED BY THE ENGINEER. GAS

VENTILATION SYSTEM SHALL NOT BE INSTALLED ALONG THE BOTTOM OF POND #8.

7. ANCHOR THE GEOMEMBRANE POND LINER IN THE EXISTING ANCHOR TRENCH AND AS RECOMMENDED BY THE LINER

MANUFACTURER. INSTALL THE GEOMEMBRANE LINER ON THE POND EMBANKMENTS AND BOTTOM

8. INSTALL THE GEOTEXTILE ON TOP OF THE GEOMEMBRANE LINER

9. INSTALL THE GEOWEB SLOPE PROTECTION SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

THE GEOWEB SYSTEM SHALL BE ANCHORED IN A WAY AS TO NOT PENETRATE THE GEOMEMBRANE LINER

10. INSTALL CONCRETE IN THE GEOWEB SYSTEM IN THE POND BOTTOM

11. INSTALL CRUSHED STONE IN THE GEOWEB SYSTEM ON THE EMBANKMENTS

12. REPLACE ALL SITE ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION TO MATCH EXISTING CONDITIONS OR BETTER

13. AFTER CONCRETE HAS CURED, REMOVE DEWATERING DEVICES

CONSTRUCTION DOCUMENTS - CD1

CP1

COLORED CONCRETE BAND IN

PAVEMENT; COLOR TO MATCH

EXISTING RED PAVERS IN

ADJACENT COLUMBARIUM PLAZA;

SEE SPECIFICATIONS

CONCRETE PAVEMENT, TYP.

CONCRETE MOW STRIP UNDER FENCE, TYP.

1.219m (4') HT. BLACK ORNAMENTAL FENCE

TO MATCH EXISTING, TYP.

9.144m (30') P.O.W. /

M.I.A. FLAG POLE

EXISTING WATER LINE AND ASSOCIATED

FITTINGS, VERIFY SIZE AND LOCATION IN FIELD;

RELOCATE VALVE AND ASSOCIATED WATER

LINES AS NECESSARY TO INSTALL FENCE POSTS

FP1

.31m [1'-0"] 1.48m [4'-10"]

.30m [1'-0"]

1.41m

[4'-7 1/4"]

5.49m [18'-0"]

+/-14.58m [47'-10"]

5.4 9m

[1 8'-

0"]

1.37m [4'-6"]

FENCE BEGINS AND ENDS AT EXISTING

WALL; SEE DETAIL FOR POST LOCATION IN

RELATION TO EXISTING PIER; EDGE OF

CONCRETE MOW STRIP TO ALIGN FLUSH

AND PARALLEL WITH EDGE OF EXISTING

PIER BASE STONE, TYP.

EXISTING COLUMBARIUM A

CI501

THICKENED CONCRETE EDGE, TYP.3

CI501

PIN NEW CONCRETE

TO EXISTING, TYP.

CI501

R7.01m [R23'-0"]

R4.93m [R16'-2"]

150.00°

FL1

FL2

FL3

FL4

EXISTING CONCRETE

WALK

FL4FL4

90°

Fence Layout Table

Point Name

FL1

FL2

FL3

FL4

Northing

844603.0579

844601.8844

844619.0862

844631.9863

Easting

658223.7892

658241.7509

658286.3914

658298.9448

Flag Pole Layout Table

Point Name

FP1

Northing

844594.9928

Easting

658269.9412

Paving Layout Table

Point Name

CP1

Northing

844583.3328

Easting

658274.4249

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

LAYOUT PLAN ENLARGEMENT

52.50.50

SCALE: 1:50

1 1.5 2

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

LEGEND

EXISTING IRRIGATION LINEIRR

EXISTING STORM PIPEST

PEDESTRIAN CONCRETE PAVEMENT

COLORED CONCRETE

CS401

ORNAMENTAL FENCE

CONTROL JOINT

EXPANSION JOINT

LAYOUT POINT

XP#

EXISTING WATER LINEW

THICKENED CONCRETE EDGE

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. CONTRACTOR SHALL PROVIDE A UTILITY SURVEY PRIOR

TO BEGINNING CONSTRUCTION IN THIS AREA TO VERIFY

STORM DRAIN, IRRIGATION, AND OTHER UTILITY LINE

LOCATIONS.

2'X3'

IN.NO.64C

T.E.=152.73 I.E.=150.73

CS402

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

CMTALK

FRENCH DRAIN PLAN

SCALE:1 FRENCH DRAIN PLAN

1 = 100

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. ALL EXISTING TOPOGRAPHY SHOWN HEREON WERE

PROVIDED VIA AS-BUILT DOCUMENTS AND AERIAL MAPS.

THE FEATURES SHOWN ARE NOT SURVEY ACCURATE,

THEY ARE ONLY SHOWN FOR INFORMATIONAL PURPOSES.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENGAGE A

REGISTERED PROFESSIONAL LAND SURVEYOR AND

UTILITY LOCATOR. SUBSEQUENTLY LOCATE ALL UTILITIES

AND TOPOGRAPHICAL FEATURES SHOWN OR NOT SHOWN

WITHIN THE WORK ZONE PRIOR TO CONSTRUCTION, THEN

NOTIFY THE COR AND ENGINEER IN WRITING OF ANY

CONFLICTS.

KEY NOTES:

1. INSTALL NEW FRENCH DRAIN THAT IS 32 METERS IN

LENGTH.

2. CONNECT NEW FRENCH DRAIN INTO CATCH BASIN.

3. ENSURE THAT NO EXCAVATION OCCURS IN BURIAL

AREAS. COORDINATE WITH THE RESIDENT ENGINEER

PRIOR TO EXCAVATION FOR FRENCH DRAIN.

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

10510

SCALE: 1:100

2 3 4

1CS503

CS402

CS503

ACTIVE BURIAL AREA

LEGEND:

TOPOGRAPHIC LINESXXX.XX

AutoCAD SHX Text

X X

- 0

O F

E- R

T O

G S

O L, W

T-

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

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

CS403

BMWALK

TEMPORARY COMMITTAL SHELTER

RELOCATION PLAN

SCALE:1 TEMPORARY COMMITTAL SHELTER RELOCATION PLAN

1 = 400

SHEET NOTES:

1. PROVIDE NEW SIDEWALK AND WIDEN ROADWAY DURING PHASE 1.

2. TEMPORARY COMMITTAL SHELTER TO BE REMOVED AND RELOCATED AT PROJECT

COMPLETION.

3. RE-GRADE AND RE-SEEDING TO OCCUR AT PROJECT COMPLETION.

4. MAKE ALL MEASURES NECESSARY TO PROTECT COMMITTAL SHELTER DURING

TRANSPORTATION. ANY DAMAGE THAT OCCURS DURING TRANSPORTATION, AND DUE TO

TRANSPORTATION EFFORTS, WILL NEED TO BE REPAIRED AT THE CONTRACTORS

EXPENSE.

KEY NOTES:

1. REMOVE TEMPORARY COMMITTAL SHELTER. PROTECT STRUCTURE DURING

TRANSPORTATION TO NEW LOCATION.

2. REMOVE AND DISPOSE OF EXISTING MULCH.

3. REMOVE AND DISPOSE OF EXISTING BRICKS.

4. REMOVE AND DISPOSE OF CONCRETE AND PAVERS SURROUNDING THE COMMITTAL

SHELTER.

5. AFTER REMOVAL, RE-GRADE AREA TO BE AT THE SAME ELEVATION AS THE

SURROUNDING GRASS. RESEED AREA.

6. WIDEN ROADWAY TO PROVIDE PARKING LANE FOR COMMITTAL SHELTER.

7. INSTALL NEW SIDEWALK AND ADD BOLLARDS IN LOCATIONS SHOWN EVERY 10'.

8. MOVE COMMITTAL SHELTER TO NEW LOCATION AS SHOWN. COORDINATE EXACT

LOCATION WITH RE PRIOR TO INSTALLATION.

9. SAW CUT EXISTING CONCRETE AS NECESSARY AND AUGUR DOWN TO PLACE COLUMNS.

10. EMBED COLUMNS IN CONCRETE.

11. REMOVE AND DISPOSE OF ADDED ROADWAY AT PROJECT COMPLETION

12. REMOVE AND DISPOSE OF SIDEWALK AT PROJECT COMPLETION.

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

1/CS403

2/CS403

402010620

SCALE: 1:400

4 8

8 9 10

SCALE:2 TEMPORARY COMMITTAL SHELTER RELOCATION PLAN

1 = 400

AutoCAD SHX Text

SCALE:1 TYPICAL CHAIN-LINK FENCE DETAIL

NTS SCALE:2 DOUBLE LEAF CHAIN-LINK FENCE GATE DETAIL

NTS

SCALE:3 SINGLE LEAF CHAIN-LINK FENCE GATE DETAIL

NTS

TURNBUCKLE

RAIL TIE

PROVIDE 1" WASH ACROSS TOP OF

FOOTING (TYP.)

BOTTOM SELVAGE KNUCKLED

2 1/2" O.D. TERMINAL POST

FENCE END AND DIRECTION

CHANGE OF 30° OR MORE

POST TOP

1 7/8" O.D. TOP RAIL: JOINTS

TO HAVE 6" SLEEVES FOR

EXPANSION/CONTRACTION

1 5/8" O.D. BRACE RAIL (BOTH

SIDES OF TERMINAL POSTS, MID-HT.)

TENSION BAR

TENSION BAND WITH CARRIAGE

BOLTS AND NUTS

CHAIN LINK, TOP SELVAGE KNUCKLED

LINE POST TOP

2" LINE POST (10' O.C. MAX)

ADJUSTABLE 3/8" DIA. TRUSS ROD

(REQ.'D IN CONJUNCTION W/ BRACE

RAILS)

1 7/8" O.D. BOTTOM RAIL: JOINTS TO

HAVE 6" SLEEVES FOR

EXPANSION/CONTRACTION

BRACE

BAND

RAIL TIE

10'-0" O.C. MAX

3.05m

4'-0" OR 6'-0" NOM.

1.22m OR 1.83m

NOTES:

1. ALL POND FENCING SHALL BE

4'-0" (1.22m) TALL.

2. ALL PERIMETER FENCING SHALL

BE 6'-0" (1.83m) TALL

3. SEE SPECIFICATION 32 31 13 FOR

CHAIN LINK FENCE MATERIALS

AND FINISHES.

LATCH WITH LOCKING

MECHANISM,

SEE SPECIFICATIONS

TENSION

BAND

TRUSS

ROD

1 7/8" O.D. FRAME

TERMINAL POST

HINGE

TURNBUCKLE

4'-0" NOM.

1.22m

4'-0" NOM. EDGE TO EDGE

TERMINAL POST

1.22m

CHAIN LINK FABRIC, 9 GAUGE, SEE

SPECIFICATIONS FOR COATING

TERMINAL POST

CHAIN LINK FENCE,

TYP. SEE DETAIL

TURNBUCKLE

1 7/8" O.D. FRAME

BOTTOM RAIL

HINGE

TRUSS ROD

LATCH WITH

LOCKING MECHANISM,

SEE SPECIFICATIONS

TOP RAIL

BRACE RAIL

TENSION BAR

DROP ROD

CONCRETE FOOTING WITH

1 1/2" I.D. GALVANIZED

STEEL PIPE EMBEDDED TO

RECEIVE DROP ROD. DEPTH

AS REQ'D TO RECEIVE ROD

TERMINAL POST

B, EDGE TO EDGE OF TERMINAL POSTS

C, TO CENTERLINE

CHAIN LINK FABRIC, 9 GAUGE, SEE

SPECIFICATIONS FOR COATING

CHAIN LINK FABRIC,

9 GAUGE, SEE

SPECIFICATIONS

FOR COATING

TURNBUCKLE

RAIL TIE

PROVIDE 1" WASH ACROSS TOP OF

FOOTING (TYP.)

BOTTOM SELVAGE KNUCKLED

2 1/2" O.D. TERMINAL POST

FENCE END AND DIRECTION

CHANGE OF 30° OR MORE

POST TOP

1 7/8" O.D. TOP RAIL: JOINTS

TO HAVE 6" SLEEVES FOR

EXPANSION/CONTRACTION

1 5/8" O.D. BRACE RAIL (BOTH

SIDES OF TERMINAL POSTS, MID-HT.)

TENSION BAR

TENSION BAND WITH CARRIAGE

BOLTS AND NUTS

2" LINE POST (10' O.C. MAX)

ADJUSTABLE 3/8" DIA. TRUSS ROD

(REQ.'D IN CONJUNCTION W/ BRACE

RAILS)

1 7/8" O.D. BOTTOM RAIL: JOINTS TO

HAVE 6" SLEEVES FOR

EXPANSION/CONTRACTION

BRACE

BAND

RAIL TIE

10'-0" O.C. MAX

3.05m

6'-0" NOM.

1.83m

CHAIN LINK FABRIC, 9 GAUGE, SEE

SPECIFICATIONS FOR COATING

CORE WIRE, 6 GAUGE

BARBED WIRE, 6 GAUGE

POST TOP

ARM EXTENDER

1-7/8" BARBED WIRE ARM EXTENDER

SCALE:4 TYPICAL 6'-0" BARBED WIRE CHAIN-LINK FENCE DETAIL

NTS

LINE AND TERMINAL POSTS

FENCE

HEIGHT

POST

TYPE

"A"

DIAM.

"B"

DEPTH

"C"

EMBEDMENT

4'-0" (1.22 m) LINE 160 mm 660 mm 610 mm TERMINAL 260 mm 820 mm 750 mm

6'-0" (1.83 m) LINE 300 mm 960 mm 900 mm TERMINAL 300 mm 960 mm 900 mm

75 mm MAX. 30 mm MIN.

50 mm TYP.

BOTTOM RAIL OR

TENSION WIRECHAIN LINK

FENCE FABRIC

GRADE

GATE POSTS

GATE LEAF

WIDTH

GATE POST

(OD)

"A"

DIAM.

"B"

DEPTH

"C"

EMBEDMENT

4'-0" (1.22 m) 2.875" (73 mm) 300 mm 960 mm 900 mm

6'-0" (1.83 m) 4" (100 mm) 360 mm 1060 mm 1015 mm

SCALE:5 FENCE FOUNDATION DETAIL

NTS

COMPACTED

SUBGRADE

4,000 PSI CONCRETE

FOOTING

CS501

5 CS501

GATE WIDTH AND HEIGHT

GATE

LOCATION

"A"

POST

HEIGHT

"B"

EDGE TO

EDGE

"C"

POST TO

CENTERLINE

IRR. POND 4'-0"

1.22m

8'-0" 2.44m

4'-0" 1.22m

PERIMETER 6'-0"

1.83m

12'-0" 3.66m

6'-0" 1.83m

NOTE:

WHEN THE REQUIRED FOUNDATION DEPTH CANNOT BE ACHIEVED DUE TO THE

PRESENCE OF BEDROCK, LINE POSTS MAY BE DRIVEN OR DRILLED AND GROUTED

INTO THE BEDROCK TO ACHIEVE PROPER EMBEDMENT. TERMINAL POSTS AND GATE

POSTS ARE REQUIRED TO BE AUGERED AND CONCRETED REGARDLESS OF THE

PRESENCE OF BEDROCK. WHEN POSTS ARE ADDED TO BEDROCK, CONTRACTOR

MUST NOTE LOCATIONS ON AS-BUILTS AND PROVIDE TO THE VA.

CS501

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

BMWALK

CIVIL DETAILS

1-3/4" x 1-3/4"

RAIL

BRACKET

2-1/2" x 2-1/2"

12 GAUGE POST

1" x 1"

14 GAUGE PICKET

2" x 2"

GATE UPRIGHT

1-3/4" x 1-3/4"

GATE RAIL

WELD ON

BOX HINGE

3", 76 mm

LATCH

CLEARANCE

2", 50 mm

HINGE

CLEARANCE

4'-0" NOM.

1.22m

GATE LEAF

RAIL TIE

CHAIN LINK FABRIC,

SELVAGE KNUCKLED

PRIVACY

FABRIC

FENCE PANEL

12'-0" 3.66m

6'-2" 1.88m

STABILIZER

1 m

200 mm 400 mm

SCALE:1 TEMPORARY CONSTRUCTION FENCE WITH PRIVACY FABRIC DETAIL

NTS

11-1/4"

285.75 mm

18"

457.2 mm

SCALE:5 BILINGUAL NO TRESPASSING SIGN DETAIL

NTS

RESTRICTED

AREA

RESTRINGIDA

NO TRESPASSING

U.S. GOVERNMENT

PROPERTY

PROHIBIDA LA

ENTRADA

PROPIEDAD DEL

GOBIERNO DE EE UU

12"

304.9 mm

3-3/4"

95.25 mm

R 1.5"

38.1 mm

1-1/4"

31.75 mm

1-1/4"

31.75 mm

1-1/8"

28.58 mm

25.4 mm

1-1/4"

31.75 mm

1-1/4"

31.75 mm

25.4 mm

5/8"

15.88 mm

5/8"

15.88 mm

3/16"

4.76 mm

MOUNTING BRACKET

WASHER

ONE WAY BOLT

SIGN

63" 1600 mm

GRADE

SCALE:6 CHAIN LINK FENCE SIGN MOUNTING DETAIL

NTS

4'-0" 1.22m

3-3/4" 95 mm

(TYP.)

8" 203 mm17-3/4"

450 mm

SCALE:2 4'-0" ORNAMENTAL GATE DETAIL

NTS

36" 915 mm

MIN.

38" 965 mm

10" 260 mm

OXIDE COATED

ALUMINUM

6'-2" 1.88m

4" 100 mm

6" 150 mm

1'-0" 305 mm

FINISH GRADE

CONCRETE MOW

EDGE BELOW

CS501

CS502

2'-0" 610 mm

3" TYP.

76 mm

CONCRETE MOW EDGE, TYP.

TERMINAL POST FOOTING TO BE

PLACED IMMEDIATELY ADJACENT

TO PILASTER FOOTING

SCALE:4 FENCE TERMINATION AT STONE PILASTER

NTS

PILASTER PLAN VIEW

CHAIN-LINK FENCE

CS501

SCALE:3 FENCE TERMINATION AT EXISTING PERIMETER FENCE

NTS

2'-0" 610 mm

10" 260 mm

EXISTING

DECORATIVE

FENCE

EXISTING

CONCRETE

MOW STRIP

FINISH GRADE

10" 260 mm

30" 750 mm

CS502

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

BMWALK

CIVIL DETAILS

SCALE:2 TYPICAL FRENCH DRAIN DETAIL

NTS

12"Ø MIN. SLOTTED PVC

DRAINAGE PIPE TO

CONNECT TO EXISTING

STORM SEWER SYSTEM

1"Ø DOWN CLEAN

CRUSHED STONE

FILTER FABRIC

MIRAFI 140N OR

EQUIVALENT

COMPACTED EARTH

NOTES:

1. SLOPE FRENCH DRAIN MIN. 2%

2. PVC PIPE IS SCHEDULE 40

7-7/8" MIN.

200 mm

2'-0" MIN.

610 mm

2'-0" MIN.

610 mm

SCALE:1 CLEANOUT TO GRADE DETAIL

NTS

NOTES:

1. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS LATERAL PIPE.

2. CLEANOUT PIPE SHALL BE LEFT 18" ABOVE EXISTING GRADE UNTIL ALL CURBS

ARE INSTALLED AND PRIVATE UTILITY TRENCHES ARE BACKFILLED.

CLEANOUTS SHALL THEN BE SET FLUSH WITH FINISH GRADE.

3. ROUND HDPE COVER OR APPROVED EQUAL (GREEN FOR SEWER, GRAY FOR

STORM)

4. ALL STORM SEWER LIDS TO READ "STORM" OR "C/O".

50 mm (TYP.)

FINISHED GRADE

SEE NOTE 3 WATERTIGHT THREADED PIPE

PLUG WITH SQUARE NUT

COMPACTED CRUSHED ROCK

WYE PIPE BEDDING

22 1/2° BEND

PLAIN END PIPE,

200 mm MIN. LENGTH

PROVIDE 20 mm CRUSHED

ROCK FOR A MINIMUM OF

150 mm AROUND CLEANOUT

SOCKET AND

THREAD ADAPTOR

14 mm

POLYETHYLENE

ROPE

WEIGHTED HDPE

BALLAST RUNGS

1.5m

7.5m

MAX

300 mm

SCALE:3 POND ESCAPE NET DETAIL

NTS

NOTES:

1. ANCHOR ESCAPE NET TO THE TOP

OF POND BEYOND THE EXTENSION

OF THE POND LINER BELOW GRADE.

2. ANCHOR ESCAPE NET AT BOTTOM

LEVEL OF POND INTO ROCK PORTION

OF THE POND. DO NOT PENETRATE

THE LINER AT ANY POINT.

3. LENGTH OF THE ESCAPE NET MUST

REACH THE BOTTOM OF THE POND

BASIN.

4. BOTH ENDS OF THE ESCAPE NET

MUST HAVE HDPE BALLAST RUNGS.

CS503

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

BMWALK

CIVIL DETAILS

"G " M

"H " M

"F"

MIN. DIA.

O N

EXPOSED HT. A

BOF

E (S

B C D

O N

F G H

"D"

"E"

"A" MIN. DIA.

TOF

"C"

"B" M

. F

NOTES:

THE UNDEREXPOSED SURFACE OF THE FLAGPOLE (BELOW GRADE)

SHALL RECEIVE A HEAVY COAT OF BLACK ASPHALTIC PAINT INSIDE

AND OUT BEFORE SHIPMENT

POLE MATERIAL:

FLAGPOLE SHALL BE MADE FROM 6063-T6 ALLOY SEAMLESS COLD

DRAWN EXTRUDED ALUMINUM TUBING

POLE FINISH: SEE SPECIFICATIONS

P.O.W./M.I.A. FLAG GOVERNMENT PROVIDED.

GOLD ANODIZED ALUMINUM FINAL BALL

(SEE SPECS.)

CONE STYLE, REVOLVING, INTERNAL

HALYARD TRUCK (SEE SPECS)

FLAG (N.I.C.) - PROVIDED BY OWNER,

INSTALLED BY CONTRACTOR

COVERED COUNTERWEIGHT & NYLON

BEADED RETAINER (SEE SPECS); LOOP

WITH NICKEL PLATED SNAP HOOKS

FIELD SPLICE: SEE SPECIFICATIONS FOR

REQUIREMENTS IF APPLICABLE (NOT ALLOWED

FOR POLES LESS THAN OR EQUAL TO 35')

WINCH

ASSEMBLY

E.J.

FINISH

GRADE

FLAGPOLE (SEE SPECIFICATIONS)

SILICONE SEALANT AROUND

ALUMINUM FLASHING COLLAR

WATERPROOF CEMENT SEALANT 2" MIN. DEPTH

.127m (5") CONC. WALK PVMT.

4 HARDWOOD WEDGES (TEMP.)

PACKED DRY SAND

.001m (1/16") (16 GA.) GALV. CORRUG. STEEL SLEEVE

EXTENDED UP TO FINISH GRADE

3500 psi MIN. CONCRETE

4 STEEL WEDGES WELDED TO STEEL PLATE

WELDED STEEL BASE PLATE

.152m (6") SQUARE STEEL SUPPORT PLATE WELDED

TO SPIKE

.019m (3/4") Ø x (MIN. .152m (6") BELOW CONC.)

ATTACH LIGHTENING KIT TO ROD WELDED TO PLATES

LIGHTNING KIT COPPER WIRE (SEE SPECIFICATIONS)

GRANULAR FILL TO

EXISTING

SUBGRADE

.305m [1'-0"]

MIN., TYP.

.61m (2.00')

9.14m (30.0')

.15m (6")

.25m (10")

.20m (8")

.41m (16")

1.22m (4.00')

.91m (3.00')

1.52 x 2.44m (5'X8')

.61m (2.00')

.152m X .152m (6"X6") W1.4/1.4 WWM

CENTERED IN SLAB, USE ONLY

SHEETS, NOT ROLLS, PLACE MESH ON

CHAIRS

#4 STAINLESS STEEL SLIP DOWELS @

.457m (18") O.C. X .457m (18") LONG

-GREASE AND CAP ONE END OR USE

SPEED DOWEL

SAWCUT CONTROL JOINT

EXPANSION JOINT

REINFORCED CONCRETE PAVEMENT,

MEDIUM BROOM FINISH TO REMOVE

TOOL MARKS. 4,000 PSI CONCRETE

AFTER 28 DAYS.

GRADED AGGREGATE BASE COMPACTED

TO 98% MODIFIED PROCTOR

WIDTH VARIES

(SEE PLANS)

.229m [0'-9"]

MIN.

.229m [0'-9"]

MIN.

COMPACTED TOP TWO (2) FEET OF

SUBGRADE 98% STANDARD PROCTOR

NOTES:

1. CONTRACTOR TO SUBMIT JOINTING PLAN INDICATING JOINT TYPE AND LOCATION

FOR APPROVAL PRIOR TO LAYOUT OR CONSTRUCTION OF FLATWORK.

2. EXPANSION JOINTS WHERE PATHS ABUT EXISTING CONCRETE.

3. CONTROL JOINTS SPACED PER PLANS.

4. CROSS SLOPES 1% MIN., 2% MAX.

.1 m [0

'-5

.1 m [0

'-6

ADJACENT LANDSCAPE BED; HOLD

1.27cm (1/2") BELOW PAVEMENT, TYP.

GRADED AGGREGATE BASE

COMPACTED TO 98% MODIFIED

PROCTOR

COMPACTED SUBGRADE, TYP.

5" TY

6" M

.152m [0'-6"]

TYP.

.1 m [0

'-4

.076m [0'-3"]

.102m [0'-4"] MIN.

(AT LANDSCAPE

BED ONLY)

MIN. 4,000 PSI CONC. PAVING W/ #4

GALV. REBAR CENTERED IN SLAB

(BOTH WAYS); REINF. AT .305m (12")

O.C., TYP.

.64cm (1/4") RADIUS AT ALL EXPOSED EDGES

NOTES:

1. THICKENED EDGE CONDITION AT EDGE OF ALL ADJACENT

PAVEMENT AND LANDSCAPE BEDS.

2. MINIMUM THICKNESS AND DEPTH OF BASE AND REINFORCEMENT

PER STRUCTURAL ENGINEER.

PEDESTRIAN PAVEMENT, TYP.

.64cm (1/4") SAWCUT PAVING CONTROL

JOINT; MIN. 1/4-DEPTH OF SLAB, TYP.

PEDESTRIAN

PAVEMENT, TYP.

.64cm (1/4") DOWELED AND

SEALED EXPANSION JOINT, TYP.

BACKER ROD AND

SEALANT, TYP.

JOINT FILLER

FULL-DEPTH, TYP.

.457m (18") SMOOTH 1.27cm (1/2")

STAINLESS STEEL DOWEL AT

.305m (3') O.C.; CENTERED IN SLAB

AND SLEEVE ONE END, TYP.

CONTROL JOINT

EXPANSION JOINT

1.829m [6'-0"] NOM.

8m [4

'-0

.102m (4") SQ. ALUMINUM POST, TYP.

.025m (1") SQ.16GA PICKET, TYP.

BRACKET OPTIONS TO BE

SELECTED BY OWNER; SWIVEL

HINGES TO BE USED AT CHANGES

IN FENCE ANGLE

.0 m [0

'-2

.0 m

[0 '-3

.095m TYP. [0'-33 4"]

.406m (16") WIDE CONCRETE

MOW STRIP (PEDESTRIAN

CONCRETE PAVEMENT)

3,000 PSI, .305m (12") DIA.

CONCRETE FOOTINGS, TYP.

.044m (1 3/4") AMERISTAR

ECHELON II RAIL OR

EQUIVALENT, TYP.

.9 m

3' -0

.1 m [0

'-4

.305m [0-12"]

DIA. TYP. OR

INDICATED

NOTES:

1. FENCE TO MATCH EXISTING. BASIS OF DESIGN

SHALL BE AMERISTAR ECHELON 2 GENESIS

INDUSTRIAL ORNAMENTAL FENCE; 3 RAILS, SEE

SPECIFICATIONS.

CI501

HOLD DOWN TOP OF FOOTING

BELOW MOW STRIP

.089m

[0'-31 2"]

MAX.

TERMINAL POST FOOTING

TO BE POURED

IMMEDIATELY ADJACENT

TO WALL FOUNDATION

EXISTING WALL

FOUNDATION

EXISTING WALL PIER

ORNAMENTAL ALUMINUM

FENCE POST, TYP.

ADJACENT CONCRETE

PAVEMENT; MEET EXISTING

PAVEMENT FLUSH

5" TY

.152m [0'-6"]

TYP.

.1 m [0

'-4

EXISTING

NEW

CONCRETE

EXPANSION JOINT, TYP.

PIN NEW CONCRETE SLAB TO

EXISTING USING #4 X 2' SMOOTH

DOWEL, GROUT DOWEL IN

EXISTING CONCRETE SLAB, 2' O.C.,

1' FROM EDGE, TYPE

PROVIDE THICKENED EDGE, TYP.

.1 m [0

'-6

.405m [1'-4"]

COMPACTED

SUBGRADE, TYP.

#4 REBAR (.051m (2")

MIN CLEAR), TYP.

ORNAMENTAL FENCE

POST

3,000 PSI, 0.305m (12")

DIA. CONCRETE FENCE

POST FOOTING

LAWN OR LANDSCAPE

BED

.0 m [0

'-0 1 2"]

.0 m

[0 '-1

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

SITE DETAILS

CI501

Scale: 100:1

30' FLAG POLE1

Scale: 100:1

PEDESTRIAN CONCRETE PAVEMENT2

Scale: 100:1

THICKENED CONCRETE EDGE3

Scale: 100:1

CONCRETE JOINTS4

Scale: 50:1

4' HEIGHT ORNAMENTAL FENCE6

Scale: 100:1

ORNAMENTAL FENCE POST AT EXISTING WALL7

Scale: 100:1

NEW CONCRETE PAVEMENT PINNED TO EXISTING CONCRETE5

Scale: 100:1

CONCRETE MOW STRIP AT ORNAMENTAL FENCE8

BIO RETENTION

POND 1

LD101

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

CMTALK

RETENTION POND 1 - LANDSCAPING

DEMOLITION PLAN

SCALE:1 RETENTION POND 1 - LANDSCAPING DEMOLITION PLAN

1 = 100

SHEET NOTES:

1. ENSURE ALL SEDIMENT CONTROLS 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.

KEY NOTES:

1. REMOVE AND DISPOSE OF TREE AT LOCATION

INDICATED.

2. TREE TO BE PROTECTED DURING CONSTRUCTION. TAKE

ALL NECESSARY PRECAUTIONS TO ENSURE TREE IS

UNHARMED DURING ALL PHASES OF CONSTRUCTION.

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

10510

SCALE: 1:100

2 3 4

KEYPLAN:

LD101

O N

P O

N D

LD102

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

CMTALK

RETENTION POND 7 - LANDSCAPING

DEMOLITION PLAN

SCALE:1 RETENTION POND 7 - LANDSCAPING DEMOLITION PLAN

1 = 150

SHEET NOTES:

1. ENSURE ALL SEDIMENT CONTROLS 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.

KEY NOTES:

1. REMOVE AND DISPOSE OF TREE AT LOCATION

INDICATED.

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

LD102

150 105321

SCALE: 1:150

LD103

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

CMTALK

POW MIA FLAG AREA - LANDSCAPING

DEMOLITION PLAN

SCALE:1 POW MIA FLAG AREA - LANDSCAPING DEMOLITION PLAN

1 = 100

SHEET NOTES:

1. ENSURE ALL SEDIMENT CONTROLS 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. ALL TREES OR SHRUBS SHOWN ON THIS SHEET THAT ARE

NOT NOTED ARE EXISTING TO REMAIN.

KEY NOTES:

1. REMOVE AND DISPOSE OF TREE AT LOCATION INDICATED.

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

10510

SCALE: 1:100

2 3 4

KEYPLAN:

LD103

153.056

EG1

152.061

EG1

152.006

EG1

152.134

EG1

153.001

EG2

151.932

EG2

152.002

EG2

152.124

EG2

WOOD STAKE ALAMBRE

X X

MECH ENCLO

153.056

EG1

152.061

EG1

152.006

EG1

152.134

EG1

153.001

EG2

151.932

EG2

152.002

EG2

152.124

EG2

WOOD STAKE ALAMBRE

X X

MECH ENCLO

154.007

153.056

EG1

152.061

EG1

152.006

EG1

152.134

EG1

153.001

EG2

151.932

EG2

152.002

EG2

152.124

EG2

Z=153.150

TRAVERSE

N=257,589.350

E=200,627.684

WOOD STAKE ALAMBRE

COCO

PR-137

SECTION 1

SECTION 2

SECTION 8

SECTION 9

SECTION 11

SECTION 13

MAIN CEMETERY ENTRANCE

SECONDARY CEMETERY ENTRANCE

CONSTRUCTION ACCESS

PUBLIC INFORMATION CENTER /

ADMINISTRATION BUILDING

COLUMBARIUM A

TEMPORARY ADMINISTRATION TRAILER

TEMPORARY MAINTENANCE TRAILER

ASSEMBLY AREA WITH

U.S. & P.R. FLAG POLES

TEMPORARY COMMITTAL

SERVICE SHELTER

COMMITTAL SERVICE SHELTER 1

COMMITTAL SERVICE SHELTER 2

POND 6 LANDSCAPE ENLARGEMENT

SEE SHEET LP106

POND 5 LANDSCAPE ENLARGEMENT

SEE SHEET LP105

POND 7 LANDSCAPE ENLARGEMENT

SEE SHEET LP107

POND 4 LANDSCAPE ENLARGEMENT

SEE SHEET LP104

POND 2 LANDSCAPE ENLARGEMENT

SEE SHEET LP103

POND 1 LANDSCAPE ENLARGEMENT

SEE SHEET…

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