971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-6.pdf

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Attached to
Sources Sought Notice - Morovis National Cemetery, Phase 1B
Solicitation number
36C10F26Q0062
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About this file

Written by GovTribe AI ·

These are construction documents for perimeter fencing at Morovis National Cemetery Phase 1B 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 number is 971-031B with an issue date of March 2026.

The construction documents consist of detailed site plans and area-specific drawings (sheets CS111 through CS126) depicting perimeter fencing layout across 15 distinct areas (A through O) covering approximately 16 meters in width along the cemetery boundary. The fencing includes barbed wire fence, chain-link fence, and field wire fence types positioned according to survey data collected between December 9-21, 2024, using GPS, robotic total station, and LiDAR equipment. Key contractor responsibilities include obtaining all required permitting from Puerto Rico and the Municipality of Morovis prior to construction, maintaining asphalt roads clear of debris and open to cemetery staff and the public, installing grading and erosion/sediment controls before earth-disturbing activities, and immediately notifying the Contracting Officer's Representative (COR) or Resident Engineer of any significant deviations from the fence alignment caused by obstacles. The VA is providing barbed wire and poles for the new perimeter fencing, with all other fencing materials to be supplied by the contractor. The drawings reference sheet CS501 for detailed fencing specifications and CS502 for sign installation details, indicating that no trespassing signs are required at 30-meter intervals along barbed wire sections.

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Other files

File Type Posted
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-2.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-7.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-1.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - Specifications 2026-03-06.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-4.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-3.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-9.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-8.pdf PDF
971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-5.pdf PDF
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UP

ENTR

ANCE

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MECH ENCLO

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STATE ROAD PR-137

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CS111

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

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E

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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

PERIMETER FENCING - OVERALL SITE

PLAN

SCALE:1 PERIMETER FENCING - OVERALL SITE PLAN

1 = 3000

KEYPLAN

30015060300

SCALE: 1:3000

SHEET NOTES:

1. THE FOLLOWING NOTES APPLY TO SHEETS

CS111-CS126.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

OBTAIN ALL PERMITTING REQUIRED BY THE US

TERRITORY OF PUERTO RICO AND THE

MUNICIPALITY OF MOROVIS PRIOR TO THE

BEGINNING OF CONSTRUCTION.

3. WORK SHALL NOT BE PERFORMED BEYOND THE

CONSTRUCTION LIMITS OR BEYOND THE PROPERTY

LINE WITHOUT PRIOR AUTHORIZATION FROM THE

COR OR RESIDENT ENGINEER. ANY DAMAGE OR

DISTURBANCE TO AREAS BEYOND THE

CONSTRUCTION LIMITS OR PROPERTY LINES SHALL

BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. ENSURE ALL GRADING, EROSION, AND SEDIMENT

CONTROLS (GESC) ARE IN PLACE PRIOR TO EARTH

DISTURBING ACTIVITIES.

5. ASPHALT ROADS TO REMAIN CLEAR OF MUD,

DEBRIS, AND ARE TO REMAIN OPEN FOR CEMETERY

STAFF AND THE PUBLIC AT ALL TIMES.

6. IF AN OBSTACLE IS PRESENT DURING

CONSTRUCTION THAT WILL CAUSE A SIGNIFICANT

DEVIATION OF THE PERIMETER FENCE, NOTIFY THE

COR OR RESIDENT ENGINEER IMMEDIATELY AND

CEASE CONSTRUCTION ACTIVITIES IN THAT AREA

UNTIL FURTHER DIRECTION IS GIVEN.

7. SEE SHEET CS501 FOR FENCING DETAILS.

8. ALL BARBED WIRE AND POLES TO BE PROVIDED BY

THE VA FOR NEW PERIMETER FENCING. ALL OTHER

FENCING MATERIALS TO BE PROVIDED BY THE

CONTRACTOR.

KEY NOTES:

1. TIE IN NEW PERIMETER FENCE TO EXISTING

CHAIN-LINK FENCE AT LOCATION INDICATED.

SURVEY NOTES:

1. THE BEARING BASIS FOR THE SURVEY IS BASED ON THE NORTH

AMERICAN DATUM OF 1983, PUERTO RICO AND VIRGIN ISLANDS,

METER. THE GEOID UTILIZED FOR THE SURVEY WAS GEOID 18.

HORIZONTAL COORDINATES WERE ESTABLISHED USING

COMPARATIVE VALUES OF BASE/ROVER GPS AND STATIC GPS,

PROCESSED THROUGH CONTINUOUSLY OPERATING REFERENCE

STATIONS (CORS) AND VERIFIED VERSUS ONLINE POSITIONING USER

SERVICE (OPUS) FOR THE BRASS DISKS SHOWN AS POINTS 1, 3, AND

4 FROM THE PREVIOUS SURVEY BY EBP LAND SURVEYING SERVICES

IN 2018.

2. ELEVATIONS WERE ESTABLISHED BY GPS ON THE BRASS DISKS

KNOWN AS POINTS 1, 3, AND 4 FROM THE PREVIOUS SURVEY BY EBP

LAND SURVEYING SERVICES IN 2018. THE PREVIOUS SURVEY

ELEVATIONS WERE REFERENCED TO MEAN SEA LEVEL (MSL)

BENCHMARK ID 87Y1934, LOCATED IN STATE ROAD PR-155, WITH

COORDINATES N=255684.4867, E=200581.9609, AND

ELEVATION=183.75 METERS. IT WAS DISCOVERED THAT GPS

ELEVATION CHECKS BETWEEN BRASS DISKS 1, 3, AND 4 DID NOT

AGREE WITH THE 2018 PUBLISHED ELEVATIONS. ELEVATION CHECKS

OF AS-BUILT STORM STRUCTURES WERE COMPARED WITH PLAN

ELEVATIONS. IT WAS DECIDED TO HOLD THE ELEVATION OF POINT 1

AND RECOMPUTE THE COORDINATES FOR POINTS 3 AND 4, SINCE

THE ELEVATION OF POINT 1 RESULTED IN AS-BUILT DATA MORE

CLOSELY AGREEING WITH PLAN ELEVATIONS. A COMPARISON OF

THE RESULTING 2024 ELEVATIONS AND THE 2018 ELEVATIONS ARE

AS FOLLOWS:

POINT 2018 ELEVATION 2024 ELEVATION

1 138.130 138.130

2 142.080 POINT NOT FOUND

3 141.710 141.535 4 149.880 149.668

3. ANY INSTANCES SPECIFIED HEREON ARE HORIZONTAL GRID

DISTANCES IN METERS.

4. THE CONTOUR INTERVAL SHOWN HEREON IS 0.5 METERS.

5. THIS SURVEY WAS PERFORMED ON THE GROUND BETWEEN 12/9/2024

AND 12/21/2024. EQUIPMENT USED IN COLLECTING THE

TOPOGRAPHIC DATA INCLUDED: TRIMBLE R10 GPS ANTENNAS,

TRIMBLE S7 ROBOTIC TOTAL STATION, DJI M300 ZENMUSE L1 LiDAR

SENSOR.

6. THE SURVEY OF THE PROPOSED PERIMETER FENCE AREAS IS AN

APPROXIMATELY 16-METER WIDE CORRIDOR. PORTIONS OF THE

CORRIDOR WITHIN CREEK BEDS WERE UNDER WATER AND ARE NOT

INCLUDED IN THE SURFACE ELEVATIONS.

7. THE SURVEY INCLUDED LIMITED TREE LOCATION OF ONLY TREES 24

INCHES IN DIAMETER AND LARGER. TREES ALONG THE CREEKS

WERE NOT LOCATED DUE TO POOR GPS CONDITIONS.

8. THE SURVEY INCLUDED DATA COLLECTION IN POND AREAS,

INCLUDING POND BOTTOM ELEVATION CHECKS, INCOMING AND

OUTGOING STORM PIPES, INVERT ELEVATIONS, PIPE SIZES, AND PIPE

MATERIAL. THE IRRIGATION POND WAS TOO DEEP TO SAFELY

OBTAIN POND BOTTOM ELEVATION CHECKS.

F

D

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

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

LEGEND:

X X PERIMETER FENCING

TOPOGRAPHIC LINES

XXX.XX

CS125

AREA N

CS126

AREA O

CS124

AREA M

CS122

AREA K

CS121

AREA J

CS120

AREA I

CS119

AREA H

CS117

AREA F

CS115

AREA D

CS114

AREA C

CS113

AREA B

CS112

AREA A

CS116

AREA E

CS118

AREA G

CS123

AREA L

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ARMY

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NAVY

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AIR FORCE

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MARINES

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COAST GUARD

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https://www.aquaengineering.com/

HAIN LINK FENCE

AS: 0+00

N: 257287.905 E: 200992.761

AS: 1+00

N: 257293.940 E: 200892.991

BP: 0+00.00

N: 257287.905 E: 200992.761

PI: 0+00.00

N: 257287.905 E: 200992.761

PI: 0+16.76

N: 257287.775 E: 200976.001

PI: 1+01.69

N: 257294.065 E: 200891.303

PI: 1+51.49

N: 257299.025

E: 200841.749 XXXXXXXXXXXXXXXXXXXXX

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

N

CONSTRUCTION DOCUMENTS - CD1

CS112

BMWALK

PERIMETER FENCING - AREA A

SCALE:1 PERIMETER FENCING - AREA A

1 = 400

402010620

SCALE: 1:400

4 8

SHEET NOTES:

1. THIS SHEET IS SHOWN FOR REFERENCE PURPOSES

ONLY TO SHOW THE SURVEY BOUNDARY. FENCING

WORK BEGINS ON THE FOLLOWING SHEET.

CS112CS113

CS114

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

M

AT

C H

LI

N

E C

S1

C S1

C

S1

C S1

C

S1

LEGEND:

X X PERIMETER FENCING

EXISTING TREE

POINT #

ELEVATION

SURVEY #

SURVEY POINT

TOPOGRAPHIC LINESXXX.XX

XX" DIAMETER

MATCH LINE

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X

X

X

X

X

X

X

X

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X

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X

X

X

X

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X X

X X

X X

X X

X X

X X

X X

BARBED WIRE FENCE

BARBED WIRE FENCE

BAR

BED

W

IR

E FEN

C

E

BARBED W

IRE FENCE

CHAIN-LINK FENCE

AS: 2+00

N: 257298.207 E: 200793.250

AS: 3+00

N: 257286.621 E: 200694.313

AS: 3+48

N: 257277.155 E: 200647.467

AS: 0+00.00

N: 257277.1554 E: 200647.4672

AS: 1+00.00

N: 257272.6374 E: 200689.2232

24"

24"DEAD

24"

24"

155.496

BS

155.466

BS

PI: 2+43.85

N: 257297.467 E: 200749.411

PI: 2+92.63

N: 257288.080 E: 200701.534

EP: 3+47.79

N: 257277.155 E: 200647.467

BP: 0+00.00

N: 257277.155 E: 200647.467

PI: 0+15.07

N: 257262.800 E: 200642.893

PI: 0+29.01

N: 257248.864 E: 200643.464

PI: 0+43.23

N: 257235.095 E: 200647.012

PI: 0+50.45

N: 257238.473 E: 200653.385

PI: 0+96.95

N: 257270.905 E: 200686.716

PI: 1+17.21

N: 257282.420 E: 200703.383

D

C

B

A

XXXXXXXXXXX

XXXXXX

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

N

CONSTRUCTION DOCUMENTS - CD1

CS113

BMWALK

PERIMETER FENCING - AREA B

SCALE:1 PERIMETER FENCING - AREA B

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

CS112CS113

CS114

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

M

AT

C H

LI

N

E

C S1

C

S1

C S1

CS113

CS114

C S1

C

S1

KEY NOTES:

1. EXISTING TIE IN POINT FOR NEW PERIMETER

FENCING.

CS501

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

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

X X

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X

X

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X

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X

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X

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X X

X X

X X X X X X X X X X

BARBED W

IRE FENCE

BAR

BED

W

IR

E FEN

C

E

BAR

BED

W

IR

E FEN

C

E

BARBED W

IRE FENCE

BA

R

BE

D

W

IR

E

FE

N C

E

BARBED W

IRE FENCE

AS: 2+00.00

N: 257200.4798 E: 200709.1818

AS: 3+00.00

N: 257103.7853 E: 200714.0498

AS: 4+00.00

N: 257029.0190 E: 200672.8160

24"DEAD

24"

24"

PI: 1+78.21

N: 257222.063 E: 200712.196

PI: 2+20.95

N: 257179.736 E: 200706.285

PI: 2+40.65

N: 257161.215 E: 200699.554

PI: 2+82.52

N: 257121.073 E: 200711.441

PI: 3+42.05

N: 257062.208 E: 200720.323

PI: 4+01.32

N: 257028.265 E: 200671.737

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

N

CONSTRUCTION DOCUMENTS - CD1

CS114

BMWALK

PERIMETER FENCING - AREA C

SCALE:1 PERIMETER FENCING - AREA C

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

MATCHLINE

CS114

CS115

CS114

CS115

KEYPLAN

CS112CS113

CS114

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

C S1

C

S1

C S1

CS113

CS114

CS501

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

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

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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

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

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 X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

BA

R

BE

D

W

IR

E

FE

N C

E

BA

R

BE

D W

IR

E

FE

N

C E

BA

R

BE

D

W

IR

E

FE

N C

E

BARBED WIRE FENCE

C H

AI

N

-L

IN

K

FE

N C

E

C H

AI

N

-L

IN

K

FE

N C

E

AS: 5+00.00

N: 256966.8487 E: 200628.8735

AS: 6+00.00

N: 256884.4704 E: 200586.7920

N: 257028.265 E: 200671.737

PI: 4+28.27

N: 257001.355 E: 200670.130

PI: 4+52.92

N: 256977.150 E: 200674.761

PI: 4+93.95

N: 256968.886 E: 200634.567

PI: 5+22.11

N: 256959.398 E: 200608.052

PI: 5+40.55

N: 256941.673 E: 200602.975

X X

X X

X

XXXX

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

N

CONSTRUCTION DOCUMENTS - CD1

CS115

BMWALK

PERIMETER FENCING - AREA D

SCALE:1 PERIMETER FENCING - AREA D

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

MATCHLINE

KEYPLAN

CS115

CS116

CS114

CS115

CS114

CS115

CS117

CS115

CS116

C S1

C

S1

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

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

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

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

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

C H

AI

N

-L

IN

K

FE

N C

E

BARBED WIRE FENCE

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

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

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

AS: 7+00.00

N: 256788.2469 E: 200559.5698

AS: 8+00.00

N: 256737.3231 E: 200482.2238

PI: 7+23.78

N: 256765.361 E: 200553.095

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

N

CONSTRUCTION DOCUMENTS - CD1

CS116

BMWALK

PERIMETER FENCING - AREA E

SCALE:1 PERIMETER FENCING - AREA E

1 = 400

402010620

SCALE: 1:400

4 8

M

AT

C H

LI

N

E

MATCHLINE

KEYPLAN

C S1

C

S1

CS115

CS116

C S1

C

S1

C S1

CS115

CS116CS117

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

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

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

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

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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

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X

X

X

X

X

X

X

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X

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BARBED WIRE FENCE

BARBED WIRE FENCE

BARBED WIRE FENCE

BARBED WIRE FENCE

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X

AS: 9+00.00

N: 256700.5353 E: 200389.2364

AS: 10+00.00

N: 256674.8366 E: 200292.6625

AS: 11+00.00

N: 256650.2033 E: 200195.7439

PI: 9+08.77

N: 256697.311 E: 200381.086

PI: 11+26.44

N: 256643.691 E: 200170.122

X X

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS117

BMWALK

PERIMETER FENCING - AREA F

SCALE:1 PERIMETER FENCING - AREA F

1 = 400

402010620

SCALE: 1:400

4 8

M

AT

C H

LI

N

E

KEYPLAN

CS119

CS118

CS115

CS116

C S1

C S1

C S1

C

S1

C S1

C

S1

C S1

C

S1

C S1

C

S1

CS117CS117

M

AT

C H

LI

N

E

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

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

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BARBED W

IRE FENCE

BARBED WIRE FENCE

BARBED WIRE FENCE

FI

EL

D W

IR

E

FE

NC

E

CHAIN-LINK FENCE

CELL BASE

TOWER

X X

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AS: 12+00.00

N: 256636.1249 E: 200102.1423

AS: 13+00.00

N: 256710.0176 E: 200034.8409

AS: 14+00.00

N: 256791.3354 E: 200016.4984

E: 199917.8102

26"

30"

24"

25"

PI: 11+89.49

N: 256628.169 E: 200109.008

PI: 12+58.95

N: 256680.756 E: 200063.627

PI: 12+92.39

N: 256704.641 E: 200040.233

PI: 13+51.55

N: 256746.416 E: 199998.339

X X

X X

X

XX

X

X

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS118

BMWALK

PERIMETER FENCING - AREA G

SCALE:1 PERIMETER FENCING - AREA G

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

KEYPLAN

CS117

C S1

C

S1

C S1

C

S1

C S1

CS119

CS118

CS119

CS118

M

AT

C H

LI

N

E

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. INSTALL NO TRESPASSING SIGNS IN 30m INTERVALS

ALONG THE BARBED WIRE FENCE. SEE DETAILS 5

AND 6 ON SHEET CS502.

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

X X

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FIELD WIRE FENCE

CHAIN-LINK FENCE

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AS: 15+00.00

N: 256849.9609 E: 200005.9188

AS: 15+88.29

N: 256844.5289 E: 199917.8102

AS: 0+00.00

N: 256844.5289 E: 199917.8102

AS: 1+00.00

N: 256940.7975 E: 199891.8240

AS: 0+00.00

N: 256954.2820 E: 199891.2754

30"

35"

40"

26"

28"

PI: 14+65.01

N: 256851.610 E: 200040.866

PI: 15+51.43

N: 256847.536 E: 199954.547

EP: 15+88.29

N: 256844.529 E: 199917.810

BP: 0+00.00

N: 256844.529 E: 199917.810

PI: 0+15.62

N: 256859.419 E: 199913.092

PI: 0+31.64

N: 256874.686 E: 199908.247

PI: 0+44.21

N: 256886.676 E: 199904.477

PI: 0+52.36

N: 256894.490 E: 199902.148

PI: 0+66.92

N: 256908.238 E: 199897.358

PI: 0+90.93

N: 256931.757 E: 199892.494

PI: 1+09.90

N: 256950.667 E: 199891.092

PI: 1+21.07

N: 256961.828 E: 199891.658

PI: 1+43.60

N: 256984.091 E: 199895.137

PI: 1+60.48

N: 257000.831 E: 199897.265

PI: 1+71.27

N: 257010.950 E: 199901.018

E: 199897.516

BP: 0+00.00

N: 256954.282 E: 199891.275

PI: 0+16.37

N: 256967.601 E: 199900.793

PI: 0+29.48

N: 256974.770 E: 199911.764

PI: 0+41.83

N: 256983.743 E: 199920.252

PI: 0+61.26

N: 257001.477 E: 199928.208

PI: 0+73.47

N: 257011.927 E: 199934.525

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS119

BMWALK

PERIMETER FENCING - AREA H

SCALE:1 PERIMETER FENCING - AREA H

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

MATCHLINE

CS120

CS119

CS120

CS119

CS119

CS118 CS117

CS119

CS118

KEYPLAN

C S1

C

S1

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 OCS501

SHEET NOTES:

1. INSTALL NO TRESPASSING SIGNS IN 30m INTERVALS

ALONG THE BARBED WIRE FENCE. SEE DETAILS 4

AND 5 ON SHEET CS502.

CS501

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

AutoCAD SHX Text

(2)GUY WIRE

BA

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STATE ROAD PR-155

ASPHALT ROAD

GUARD RAIL

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AS: 2+00.00

N: 257034.0473 E: 199885.9152

AS: 2+22.89

N: 257044.8929 E: 199866.2502

AS: 1+00.00

N: 257034.5026 E: 199948.4506

AS: 2+00.00

N: 257130.8166 E: 199963.7451

AS: 3+00.00

N: 257225.0067 E: 199995.7466

22"

36"

24"

PI: 1+84.08

N: 257023.273 E: 199897.516

PI: 1+90.45

N: 257028.157 E: 199893.436

PI: 2+13.59

N: 257042.425 E: 199875.218

EP: 2+22.89

N: 257044.893 E: 199866.250

PI: 1+07.44

N: 257040.834 E: 199952.356

PI: 1+29.72

N: 257063.033 E: 199950.496

PI: 1+43.95

N: 257077.233 E: 199949.517

PI: 1+52.92

N: 257084.705 E: 199954.486

PI: 1+79.30

N: 257110.394 E: 199960.467

PI: 1+89.47

N: 257120.495 E: 199961.662

PI: 2+10.08

N: 257140.694 E: 199965.739

PI: 2+13.75

N: 257144.327 E: 199966.265

PI: 2+52.04

N: 257178.797 E: 199982.933

PI: 2+94.53

N: 257219.833 E: 199993.975

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS120

BMWALK

PERIMETER FENCING - AREA I

SCALE:1 PERIMETER FENCING - AREA I

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

MATCHLINE

CS121

CS120

CS121

CS120

KEYPLAN

CS120

CS119

CS120

CS119

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. INSTALL NO TRESPASSING SIGNS IN 30m INTERVALS

ALONG THE BARBED WIRE FENCE. SEE DETAILS 4

AND 5 ON SHEET CS502.

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

AS: 4+00.00

N: 257322.2603 E: 200010.8589

AS: 5+00.00

N: 257411.4097 E: 199978.9945

PI: 3+46.82

N: 257269.299 E: 200010.917

PI: 3+74.14

N: 257296.506 E: 200008.470

PI: 3+96.56

N: 257318.832 E: 200010.537

PI: 4+17.97

N: 257340.151 E: 200012.537

PI: 4+56.67

N: 257377.103 E: 200001.045

PI: 4+71.43

N: 257384.358 E: 199988.190

X X

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS121

BMWALK

PERIMETER FENCING - AREA J

SCALE:1 PERIMETER FENCING - AREA J

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

MATCHLINE

KEYPLAN

CS121

CS120

CS122

CS121

CS122

CS121

CS121

CS120

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

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

AS: 6+00.00

N: 257505.2974 E: 199991.6288

AS: 7+00.00

N: 257593.0967 E: 200034.9388

PI: 5+21.63

N: 257431.886 E: 199972.034

PI: 5+58.66

N: 257468.912 E: 199972.616

PI: 5+65.43

N: 257475.482 E: 199974.273

PI: 5+69.84

N: 257479.601 E: 199975.838

PI: 6+26.87

N: 257528.191 E: 200005.697

PC: 6+70.35

N: 257564.098 E: 200030.219

PT: 6+78.31

N: 257571.503 E: 200032.895

PI: 7+15.61

N: 257608.636 E: 200036.410

PI: 7+28.80

N: 257619.322 E: 200044.136

X X

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS122

BMWALK

PERIMETER FENCING - AREA K

SCALE:1 PERIMETER FENCING - AREA K

1 = 400

402010620

SCALE: 1:400

4 8

MATCHLINE

MATCHLINE

KEYPLAN

CS123

CS122

CS122

CS121

C S1

C

S1

CS123

CS122

C S1

CS121

CS124

CS122

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

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

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ALIGNMENT STATION

SURVEY POINT

TITLE

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COORDINATE GEOMETRY

SURVEY POINT

BP OR EP: STATION #

NORTHING

EASTING

START AND END

ALIGNMENT

SURVEY POINT

137.289

TCB

AS: 8+00.00

N: 257685.1801 E: 200071.1424

AS: 1+00.00

N: 257711.0269 E: 200005.8903

AS: 2+00.00

N: 257713.4246 E: 199906.0425

30"

PI: 7+68.66

N: 257655.888 E: 200060.011

PI: 7+76.76

N: 257663.546 E: 200062.647

PI: 8+16.03

N: 257700.097 E: 200077.000

PI: 8+23.52

N: 257707.566 E: 200077.656

PI: 0+57.82

N: 257711.351 E: 200048.035

PI: 0+60.49

N: 257711.737 E: 200045.389

PI: 0+87.80

N: 257711.178 E: 200018.094

PI: 1+65.10

N: 257710.222 E: 199940.790

PI: 2+60.09

N: 257718.939 E: 199846.208

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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

N

CONSTRUCTION DOCUMENTS - CD1

CS123

BMWALK

PERIMETER FENCING - AREA L

SCALE:1 PERIMETER FENCING - AREA L

1 = 400

402010620

SCALE: 1:400

4 8

M

AT

C H

LI

N

E

MATCHLINE

MATCHLINE

KEYPLAN

CS125

CS124

C S1

C

S1

CS126

CS123

CS123

CS122

CS123

CS122

C S1

C

S1

CS126

CS123

C S1

C

S1

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. PERIMETER FENCING TERMINATES AT LOCATION

INDICATED.

SHEET NOTES:

1. PERIMETER FENCING IS NOT REQUIRED ALONG THE

WATERWAY. COORDINATE WITH THE COR TO

CONFIRM LOCATION OF FENCE TERMINATION PRIOR

TO BEGINNING WORK.

LEGEND:

X X PERIMETER FENCING

EXISTING TREE

TOPOGRAPHIC LINESXXX.XX

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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

File details come from the government source that posted it. Updated .