971-031B - Morovis NC Phase 1B - CD1 - DrawingsPart-3.pdf

PDF 19 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

These are construction documents for Phase 1B of the Morovis National Cemetery project in Morovis, Puerto Rico, prepared by AES Group, Inc. as the Architect/Engineer of Record. The documents include traffic control plans, retention pond phasing plans, irrigation retention pond phasing plans, general civil symbols and abbreviations, overall existing conditions and demolition plans, and detailed existing conditions and demolition plans for eight retention ponds plus temporary and irrigation retention ponds. The project is being managed by the U.S. Department of Veterans Affairs, Office of Construction and Facilities Management, with Project Manager Cheri L. Cooper and Contracting Specialist Joshua Gibson identified as key contacts.

The construction documents establish specific operational requirements including maintaining at least two committal shelters in operation at all times during construction, keeping asphalt roads clear of mud and debris for cemetery staff and public access, coordinating all construction activities with the cemetery director through the Resident Engineer/Contracting Officer's Representative (RE/COR), and providing a project schedule within two weeks of award. Construction sequencing includes three distinct phases that cannot occur simultaneously, though perimeter fencing work may proceed concurrently. Traffic control plans specify lane shifts, stop signs, and street closures using 2023 MUTCD standards and 2020 Puerto Rico traffic manual requirements. Contractors must install temporary signage, establish designated staging areas, use primary construction access unless otherwise authorized, and submit detailed construction sequencing plans for approval. All site cleanup occurs daily, grading and erosion/sediment controls must be implemented before earth-disturbing activities commence, and existing pond liners must be excavated and removed entirely with disposal off-site, with all site features damaged during removal repaired at contractor expense.

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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-7.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-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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COMMITTAL

SHELTER SIGN

BIO RETENTION

POND 8

PH132

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

PHASE 3 - TRAFFIC CONTROL PLAN

SCALE:1 PHASE 3 - TRAFFIC CONTROL PLAN

1 = 500

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

SIGN LEGEND:

SINGLE LANE SHIFT, LEFT

MUTCD CW1-4 (I)

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. ALL SIGNAGE IS STANDARD FROM THE MANUAL ON THE 2023 UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE 2020 MANUAL DE ROTULACIÓN PARA LAS VÍAS PÚBLICAS DE PUERTO RICO.

6. WHERE ADDITIONAL SIGNAGE AND/OR TRAFFIC CONTROLS ARE REQUIRED, EITHER BY LOCAL TRAFFIC REGULATIONS OR AT THE REQUEST OF THE CEMETERY, THE CONTRACTOR IS TO FURNISH AND INSTALL THESE ADDITIONAL ITEMS AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT REGARDLESS IF IT IS

SHOWN ON THIS DRAWING.

7. TRAFFIC CONTROLS ARE TO REMAIN IN PLACE FOR THE ENTIRE DURATION OF CONSTRUCTION WHERE THE ROAD IS BLOCKED WITH CONSTRUCTION FENCING. AT NO POINT ARE TRAFFIC CONTROLS TO BE

REMOVED, BLOCKED, OR OBSCURED UNTIL THE COMPLETION OF PHASE 3 CONSTRUCTION.

8. PROVIDE ADDITIONAL SIGNAGE IN ACCORDANCE WITH LOCAL TRAFFIC REGULATIONS TO IDENTIFY THE

ROAD AS A ONE LANE, TWO-WAY STREET FOR CONSTRUCTION TRAFFIC AND AUTHORIZED

GOVERNMENT VEHICLES ONLY.

KEY NOTES:

1. PROVIDE STOP LINE ROAD MARKINGS AT LOCATION INDICATED.

2. PROVIDE NECESSARY ROAD MARKINGS FOR LANE GUIDANCE AT LOCATION INDICATED.

3. PROVIDE ADDITIONAL SIGNAGE IN ACCORDANCE WITH LOCAL TRAFFIC REGULATIONS THAT

CONSTRUCTION AND AUTHORIZED GOVERNMENT VEHICLES ONLY ARE ALLOWED BEYOND LOCATION

INDICATED. ROAD CLOSED SIGNAGE IS INTENDED FOR THE PUBLIC ONLY, NOT FOR GOVERNMENT OR

CONSTRUCTION PERSONNEL.

SINGLE LANE SHIFT, RIGHT

MUTCD CW1-4 (D)

STOP SIGN

MUTCD R1-1

STREET CLOSED

MUTCD R11-3

DIRECTION OF TRAVEL

LEGEND:

POND FENCING

ROAD SIGN POST

CONSTRUCTION FENCING

LANE SHIFT MARKINGS

PH132

SCALE: 1:500

5025105 15 20 https://www.aquaengineering.com/

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COMMITTAL

SHELTER SIGN

BIO RETENTION

POND 8

PH133

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

PHASE 3 - RETENTION POND 8

PHASING PLAN

SCALE:1 PHASE 3 - RETENTION POND 8 PHASING PLAN

1 = 250

25155210

SCALE: 1:250

103 4

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

PH133

SHEET NOTES:

1. TEMPORARY CONSTRUCTION FENCING LOCATIONS SHOWN TO BE VERIFIED BY

CONTRACTOR AND THE RESIDENT ENGINEER PRIOR TO STARTING WORK.

2. ANY POND FENCING OR LANDSCAPING SHOWN IS FOR REFERENCE ONLY TO ILLUSTRATE

CONSTRUCTION FENCING AND STAGING/PARKING AREAS.

3. ENSURE ALL GRADING, EROSION, AND SEDIMENT CONTROLS (GESC) ARE IN PLACE PRIOR

TO EARTH DISTURBING ACTIVITIES.

4. ASPHALT ROADS TO REMAIN CLEAR OF MUD, DEBRIS, AND ARE TO REMAIN OPEN FOR

CEMETERY STAFF AND THE PUBLIC AT ALL TIMES.

5. 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.

6. AFTER COMPLETION OF CONSTRUCTION, ENSURE TEMPORARY CONSTRUCTION AREAS

ARE REPAIRED TO THEIR ORIGINAL STATE. RESEED AREA AND REMOVE ALL TEMPORARY

FENCING. REPAIR ANY DAMAGE TO ROADWAYS, CURBS, GUTTERS, AND EXISTING

INFRASTRUCTURE IF DAMAGE OCCURRED DURING CONSTRUCTION.

KEY NOTES:

1. CONTRACTOR STAGING AREA AND TEMPORARY PARKING.

2. VEGETATION TO BE PROTECTED DURING CONSTRUCTION. TAKE ALL NECESSARY

PRECAUTIONS TO ENSURE VEGETATION IS UNHARMED DURING ALL PHASES OF

CONSTRUCTION.

CS502

2 2

POND FENCING

CONSTRUCTION FENCING

STAGING AREA/PARKING

LEGEND:

GUARD RAIL

TOPOGRAPHIC LINESXXX.XX

DIRECTION OF TRAVEL

X X

- 0

O F

5' - 1 3/4"

30' - 0"

4' - 1 1/4"

39' - 3"

10' - 1"

E- R

T O

G S

O L, W

T-

W G

5.5

IRRIGATION POND

EXISTING SITE PERIMETER FENCE

PH134

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

PHASE 3 - IRRIGATION RETENTION

POND PHASING PLAN

SCALE:1 PHASE 3 - IRRIGATION RETENTION POND PHASING PLAN

1 = 400

402010620

SCALE: 1:400

4 8

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

PH134

SHEET NOTES:

1. TEMPORARY CONSTRUCTION FENCING LOCATIONS SHOWN TO BE VERIFIED BY

CONTRACTOR AND THE RESIDENT ENGINEER PRIOR TO STARTING WORK.

2. ANY POND FENCING OR LANDSCAPING SHOWN IS FOR REFERENCE ONLY TO ILLUSTRATE

CONSTRUCTION FENCING AND STAGING/PARKING AREAS.

3. ENSURE ALL GRADING, EROSION, AND SEDIMENT CONTROLS (GESC) ARE IN PLACE PRIOR

TO EARTH DISTURBING ACTIVITIES.

4. ASPHALT ROADS TO REMAIN CLEAR OF MUD, DEBRIS, AND ARE TO REMAIN OPEN FOR

CEMETERY STAFF AND THE PUBLIC AT ALL TIMES.

5. 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.

6. AFTER COMPLETION OF CONSTRUCTION, ENSURE TEMPORARY CONSTRUCTION AREAS

ARE REPAIRED TO THEIR ORIGINAL STATE. RESEED AREA AND REMOVE ALL TEMPORARY

FENCING. REPAIR ANY DAMAGE TO ROADWAYS, CURBS, GUTTERS, AND EXISTING

INFRASTRUCTURE IF DAMAGE OCCURRED DURING CONSTRUCTION.

KEY NOTES:

1. CONTRACTOR STAGING AREA AND TEMPORARY PARKING.

2. KEEP TRASH AREA AND ACCESS TO THE WELL PUMP FREE AND CLEAR AT ALL TIMES,

DO NOT IMPEDE ACCESS TO THE DUMPSTERS OR THE WELL PUMP.

POND FENCING

CONSTRUCTION FENCING

STAGING AREA/PARKING

LEGEND:

GUARD RAIL

CS502

EXISTING PERIMETER FENCE

TOPOGRAPHIC LINESXXX.XX

CI001

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

GENERAL CIVIL SYMBOLS AND

ABBREVIATIONS

ADJ ADJACENT

AWWA AMERICAN WATER WORKS ASSOCIATION

BLDG BUILDING

BP BASE POINT

CB CATCH BASIN OR CEMENT BASE

CO CLEANOUT/CONTRACTING OFFICER

CONC CONCENTRIC OR CONCRETE

COR CONTRACTING OFFICER'S REPRESENTATIVE

DIA DIAMETER

DWG DRAWING

EJ EXPANSION JOINT

EP EDGE OF PAVEMENT (PAVING)

ETO EARLY TURNOVER

FG FINISHED GRADE

GA GAGE

GALV GALVANIZED

GESC GRADING, EROSION, AND SEDIMENT CONTROLS

GPM GALLONS PER MINUTE

HDPE HIGH DENSITY POLYETHYLENE

HT HEIGHT

IE INVERT ELEVATION

ID INSIDE DIAMETER

IRR IRRIGATION

MAX MAXIMUM

MEG MEET EXISTING GRADE

MIN MINIMUM

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PI POINT OF INTERSECTION

POC POINT OF CONNECTION

PR PUERTO RICO

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

PVMT PAVEMENT

R RADIUS OR RANGE

RE RESIDENT ENGINEER

REQ REQUIRE

S= SLOPE EQUALS

SCH SCHEDULE

SQ SQUARE

SQ IN SQUARE INCH

ST/STM STORM

STA STATION

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TE TOP ELEVATION

TEMP TEMPORARY

TOPO TOPOGRAPHY

TYP TYPICAL

VIF VERIFY IN FIELD

VTC VEHICLE TRACKING CONTROL

W WATER

SYMBOL LEGEND

ELEVATION/SURVEY POINT

CLEAN OUT

HANDICAP PARKING

MANHOLE, STORM SEWER

TREE, CONIFEROUS

TREE, DECIDUOUS

CATCH BASIN

GENERAL NOTES

1. THE MEANS OF THE WORK AND THE SAFETY OF THE

CONTRACTOR'S EMPLOYEES ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

2. NO WORK SHALL BE PERFORMED BEYOND THE

CONSTRUCTION LIMITS OR BEYOND THE PROPERTY LINE

WITHOUT PRIOR AUTHORIZATION FROM THE RE/COR. ANY

DAMAGE OR DISTURBANCE TO AREAS BEYOND THE

CONSTRUCTION LIMITS OR PROPERTY LINES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD

DIMENSIONS AND SITE CONDITIONS SHOWN HEREIN BEFORE

PROCEEDING WITH SITE WORK. DISCREPANCIES BETWEEN

FIELD CONDITIONS AND THESE PLANS SHALL BE BROUGHT

TO THE DEPARTMENT OF VETERANS AFFAIRS RESIDENT

ENGINEER'S ATTENTION PRIOR TO ANY COMMENCEMENT OF

THE WORK. ONCE CONSTRUCTION HAS BEGUN

CONTRACTOR SHALL NOT USE FIELD INFORMATION

DISCREPANCIES AS THE BASIS FOR CHANGE ORDER CLAIMS.

4. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT

THE PROJECT DURATION.

5. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS.

SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE

KEPT CLEAN AT ALL TIMES.

6. CONTROL DUST SPREADING FROM ALL WORK AND STAGING

AREAS.

7. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS

PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE

CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL

COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION

OF THIS WORK.

8. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS

OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE.

UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR

WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE

THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND

TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK,

SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE

MANNER, AS REQUIRED BY THE RE/COR AT THE

CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE

INSTRUCTIONS OF THE RE/COR, WORK DONE BEYOND THE

LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE

WITHOUT AUTHORITY WILL NOT BE PAID FOR.

CONSTRUCTION SEQUENCING ACTIVITIES

THESE NOTES PROVIDE SOME GENERAL, AND SPECIFIC

INFORMATION RELATED TO THE CONSTRUCTION SEQUENCING

ACTIVITIES AND SHALL NOT SUPERCEDE ANY REQUIREMENTS

IDENTIFIED ELSEWHERE IN THE PLANS AND SPECIFICATIONS.

CONSTRUCTION PHASES:

1. THIS PROJECT CONTAINS THREE PHASES OF

CONSTRUCTION. THE PHASES ARE REFERRED TO AS PHASE

1, PHASE 2, AND PHASE 3. NONE OF THE WORK FOR THESE

THREE PHASES MAY OCCUR SIMULTANEOUSLY; HOWEVER,

PERIMETER FENCING WORK MAY OCCUR SIMULTANEOUSLY

WITH ALL THREE PHASES.

CONSTRUCTION SEQUENCING ACTIVITIES:

1. ALL CONSTRUCTION ACTIVITIES SHALL BE CAREFULLY

COORDINATED WITH THE CEMETERY DIRECTOR AND HIS

DESIGNATED STAFF, THROUGH THE RESIDENT

ENGINEER/CONTRACTING OFFICER'S REPRESENTATIVE

(RE/COR), TO MINIMIZE OR ELIMINATE THE IMPACTS TO THE

OPERATION OF THE CEMETERY. THE OFFICIAL CONTRACTOR

WORK SEQUENCE PLAN SHALL BE PREPARED BY THE

CONTRACTOR TAKING INTO CONSIDERATION THE

OPERATIONAL CONSTRUCTION SEQUENCING ACTIVITIES,

PHASING AND ANY SPECIFIC IDENTIFIED WORK SEQUENCING

TASKS THAT ARE INCLUDED IN THE CONSTRUCTION

DOCUMENTS. THE CONTRACTOR'S WORK SEQUENCE PLAN

SHALL BE SUBMITTED, REVIEWED, MODIFIED AS REQUIRED

UNTIL APPROVED BY THE RE/COR AND CEMETERY

DIRECTOR. THE APPROVED PLAN SHALL, AS MUCH AS

POSSIBLE, ALLOW THE CONTRACTOR FLEXIBILITY IN HIS/HER

MEANS AND METHODS, AS LONG AS THE CEMETERY

OPERATIONS AND INCONVENIENCE TO THE PUBLIC HAVE

BEEN ADDRESSED TO THE SATISFACTION OF THE RE/COR

AND CEMETERY DIRECTOR. THESE PLANS, NOTES, AND

SPECIFICATIONS IDENTIFY OPERATIONAL CONSTRUCTION

SEQUENCING ACTIVITIES AND OTHER CRITICAL TIMING

ISSUES FOR THE PROJECT WORK FLOW. THE CONTRACTOR

SHALL INCORPORATE THE PLANS AND NOTES INTO HIS/HER

OVERALL PROJECT WORK SEQUENCING PLAN.

GENERAL CONSTRUCTION REQUIREMENTS:

1. JUST PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION,TEMPORARY SIGNAGE IS REQUIRED

THROUGHOUT THE PROJECT. THE SIGNAGE IS TO CLEARLY

FACILITATE THE PUBLIC MOVING THROUGH THE SITE WHILE

AVOIDING CONSTRUCTION ACTIVITIES. SIGNAGE SHALL ALSO

PROVIDE ADVANCE NOTIFICATION WHERE DEEMED

NECESSARY BY CEMETERY OPERATIONS. THE CONTRACTOR

SHALL PREPARE A TEMPORARY SIGNAGE PLAN TO BE

REVIEWED AND MODIFIED AS REQUIRED UNTIL APPROVED

BY THE RE/COR. ONCE APPROVED THE CONTRACTOR SHALL

FURNISH AND INSTALL ALL TEMPORARY SIGNAGE

ACCORDING TO THE APPROVED PLAN.

2. CONTRACTOR SHALL CONSTRUCT AND USE THE IDENTIFIED

PRIMARY CONSTRUCTION ACCESS FOR INGRESS AND

EGRESS ACTIVITIES, UNLESS THERE IS SPECIFIC

AUTHORIZATION TO VARY FROM THAT ROADWAY GRANTED

IN ADVANCE BY THE RE/COR.

3. CONTRACTOR STAGING AND STORAGE SHALL BE WITHIN

THE AREA(S) DESIGNATED ON THE PLANS.

4. THE CONTRACTOR SHALL BE ALLOWED TO CONTROL THE

OVERALL PROJECT WORK SEQUENCE AS LONG AS THE

WORK ACTIVITIES, STAGING ACCESS AND EGRESS, AND

TEMPORARY SIGNAGE HAVE BEEN APPROVED IN ADVANCE.

ALL OF THE PROJECT WORK SHALL BE INDICATED IN THE

APPROVED CONTRACTOR CONSTRUCTION SEQUENCING

PLAN.

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DEV

DEVDEVDEVDEVDEVDEVDEVDEVDEV

DEV

DEVDEVDEVDEVDEV

DEV

N A

ENTR

ANCE

FOYE

MECH ENCLO

X X

- 0

O F

5' - 1 3/4"

30' - 0"

4' - 1 1/4"

39' - 3"

- 9

10' - 1

E- R

T O

G S

O L, W

T-

W G

G A

C P2

5.5

DEV

DEVDEVDEVDEVDEVDEVDEVDEV

DEV

E E

3.00 MTS. BERM

3.00 M

TS. BERM

3.00 MTS. BERM

5.00 MTS.

3.00 MTS. BERM

STM

T.E.=156.83

I.E.=155.63(12"Ø IN-NORTH)

DROP IN.NO.45

2'-6"X8' DOUBLE

STM

STM STM STM STM STM

STM

STATE ROAD PR-137

STM STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

STM STM

STM

STM STM STM

STM

STM STM STM STM STM STM STM

STM STM STM

STM

STM STM STM STM STM STM STM STM STM

STM

STM STM STM STM

STM

I.E.=154.92(24"Ø IN-WEST)

I.E.=154.92(24"Ø OUT-SOUTH)

STM

T.E.=149.10

STM

142.00

STM

STM STM

STM

STM STM STM STM STM STM STM STM

CJ-506

CI-303

CI-302

CI-301

CI-302

CI-301

STM

151.15

151.83 151.49

151.49

160.33

159.83

159.79

160.01

159.51

159.47

159.66

159.62

160.16

159.57

159.07

159.03

159.47

159.62

159.79

3.00 MTS. BERM

154.90

154.00

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

S=1 .4%

STM

C B

151.860

153.270

152.500

153.650

154.080

154.510

154.870

152.300

151.730

151.440

150.600

147.830

146.580

145.330

9.1

149.090

147.830

146.580

145.330

156.420

153.070

153.000

152.770

152.480

152.190

152.140

152.430

152.720

150.860

150.800

150.705

150.646

150.550

150.490

151.440

151.560

152.140

152.430

153.000

152.720

152.250

149.390

151.420

151.560

156.86

149.83

147.53

147.34

154.65

154.95

148.75

153.14 156.37

157.09

154.37

STM

STM STM

STM

STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

P.V.C. S=1%Min.

PROPOSED 6"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP105A)

P.V.C. S=1%Min.

PROPOSED 4"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

P.V.C. S=1%Min.

PROPOSED 4"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

4"Ø C-OUT.

SD SD SD SD

4"Ø C-OUT. P.V.C. S=1%Min.

PROPOSED 4"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

P.V.C. S=1%Min.

PROPOSED 3"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

P.V.C. S=1%Min.

PROPOSED 3"Ø

4"Ø C-OUT.

P.V.C. S=1%Min.

PROPOSED 4"Ø

P.V.C. S=1%Min.

PROPOSED 4"Ø

P.V.C. S=1%Min.

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP101C)

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP402B)

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP402B)

4"Ø C-O

3"Ø P.V.C.

SD SD SD SD SD SD SD SD

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP101C)

P.V.C. S=1%Min.

PROPOSED 4"Ø

4"x4"x4"Ø TEE

PROPOSED

3"@4"Ø

INCREASER

PROPOSED

CBCB

CB CB

C B

C1CI-304

STATE RO

AD PR-137

STATE R

-137

STM

1 2

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

DEV

DEVDEVDEV

DEV

DEVDEVDEVDEVDEVDEVDEVDEVDEV

DEV

DEVDEVDEVDEVDEV

DEV

N A

ENTR

ANCE

FOYE

MECH ENCLO

X X

- 0

O F

5' - 1 3/4"

30' - 0"

4' - 1 1/4"

39' - 3"

- 9

10' - 1

E- R

T O

G S

O L, W

T-

W G

G A

C P2

5.5

DEV

DEVDEVDEVDEVDEVDEVDEVDEV

DEV

CBCB

1 2

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

DEV

DEVDEVDEV

DEV

DEVDEVDEVDEVDEVDEVDEVDEVDEV

DEV

DEVDEVDEVDEVDEV

DEV

N A

ENTR

ANCE

FOYE

MECH ENCLO

X X

- 0

O F

5' - 1 3/4"

30' - 0"

4' - 1 1/4"

39' - 3"

- 9

10' - 1

E- R

T O

G S

O L, W

T-

W G

G A

C P2

5.5

DEV

DEVDEVDEVDEVDEVDEVDEVDEV

DEV

E E

3.00 MTS. BERM

3.00 M

TS. BERM

3.00 MTS. BERM

5.00 MTS.

3.00 MTS. BERM

STM

T.E.=156.83

I.E.=155.63(12"Ø IN-NORTH)

DROP IN.NO.45

2'-6"X8' DOUBLE

STM

STM STM STM STM STM

STM

STATE ROAD PR-137

STM STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

STM STM

STM

STM STM STM

STM

STM STM STM STM STM STM STM

STM STM STM

STM

STM STM STM STM STM STM STM STM STM

STM

STM STM STM STM

STM

I.E.=154.92(24"Ø IN-WEST)

I.E.=154.92(24"Ø OUT-SOUTH)

STM

T.E.=149.10

STM

142.00

STM

STM STM

STM

STM STM STM STM STM STM STM STM

CJ-506

CI-303

CI-302

CI-301

CI-302

CI-301

STM

151.15

151.83 151.49

151.49

160.33

159.83

159.79

160.01

159.51

159.47

159.66

159.62

160.16

159.57

159.07

159.03

159.47

159.62

159.79

3.00 MTS. BERM

154.90

154.00

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

S=1 .4%

STM

C B

151.860

153.270

152.500

153.650

154.080

154.510

154.870

152.300

151.730

151.440

150.600

147.830

146.580

145.330

9.1

149.090

147.830

146.580

145.330

156.420

153.070

153.000

152.770

152.480

152.190

152.140

152.430

152.720

150.860

150.800

150.705

150.646

150.550

150.490

151.440

151.560

152.140

152.430

153.000

152.720

152.250

149.390

151.420

151.560

156.86

149.83

147.53

147.34

154.65

154.95

148.75

153.14 156.37

157.09

154.37

STM

STM STM

STM

STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

P.V.C. S=1%Min.

PROPOSED 6"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP105A)

P.V.C. S=1%Min.

PROPOSED 4"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

P.V.C. S=1%Min.

PROPOSED 4"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

4"Ø C-OUT.

SD SD SD SD

4"Ø C-OUT. P.V.C. S=1%Min.

PROPOSED 4"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

P.V.C. S=1%Min.

PROPOSED 3"Ø

(FOR CONTINUATION

SEE PLUMBING PLAN

PP106B)

P.V.C. S=1%Min.

PROPOSED 3"Ø

4"Ø C-OUT.

P.V.C. S=1%Min.

PROPOSED 4"Ø

P.V.C. S=1%Min.

PROPOSED 4"Ø

P.V.C. S=1%Min.

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP101C)

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP402B)

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP402B)

4"Ø C-O

3"Ø P.V.C.

SD SD SD SD SD SD SD SD

PROPOSED 3"Ø

P.V.C. S=1%Min.

(FOR CONTINUATION

SEE PLUMBING PLAN

PP101C)

P.V.C. S=1%Min.

PROPOSED 4"Ø

4"x4"x4"Ø TEE

PROPOSED

3"@4"Ø

INCREASER

PROPOSED

CBCB

CB CB

C B

C1CI-304

STATE RO

AD PR-137

STATE R

-137

STM

CE100

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

DESIGN DEVELOPMENT - DD2

MJAEB

OVERALL EXISTING CONDTIONS AND

DEMOLITION PLAN

SCALE:1

OVERALL EXISTING CONDTIONS AND

DEMOLITION PLAN

1 = 1500

15075150

SCALE: 1:1500

30 45 60

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

SURVEYOR'S NOTES:

1. THE BEARING BASIS FOR THIS SURVEY ARE 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 KNOWN 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 2018 SURVEY ELEVATIONS WERE REFERENCED TO MEAN SEA LEVEL (M.S.L.) 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 DISTANCES 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 AND 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, AND INVERT ELEVATIONS, PIPE SIZES AND PIPE MATERIAL. THE IRRIGATION POND WAS TOO DEEP TO SAFELY OBTAIN

POND BOTTOM ELEVATION CHECKS.

9. NO BOUNDARY SURVEYS WERE PERFORMED ON THIS SITE NOR THE ADJOINING PROPERTIES

LEGEND:

PROPERTY CORNER

BENCH MARK

LIGHT POLE

ELECTRIC BOX

ELECTRIC MANHOLE

TRANSFORMER PAD

WATER VAULT

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

SPRINKLER HEAD

GAS VALVE

TELEPHONE BOX

COMMUNICATION HANDHOLE

TRAFFIC SIGNAL HANDHOLE

CATCH BASIN DOUBLE WING

CATCH BASIN SINGLE WING

STORM DRAIN MANHOLE

DROP INLET

SEWER MANHOLE

BOLLARD

MAILBOX

SIGN

BUSH

TREE (P=PINE)

BUILDING SETBACK LINE

COMMON AREA

END OF INFORMATION

FINISHED FLOOR ELEVATION

FIBER OPTIC CABLE

TRAFFIC SIGNAL POLE

POINT OF COMMENCEMENT

POINT OF BEGINNING

POINT NOT SET (UNDER

CONSTRUCTION)

CRIMPED TOP PIPE

IRON PIN FOUND

MAG NAIL FOUND

MAG NAIL SET

REBAR FOUND

REBAR SET

RIGHT-OF-WAY

TEMPORARY BENCH MARK

CAST IRON PIPE

CORRUGATED METAL PIPE

DUCTILE IRON PIPE

HIGH DENSITY

POLYETHYLENE PIPE

REINFORCED CONCRETE PIPE

VITRIFIED CLAY PIPE

PROPERTY LINE

FENCE

SANITARY SEWER LINE

STORM SEWER LINE

WATER LINE

UNDERGROUND POWER LINE

UNDERGROUND GAS LINE

UNDERGROUND

COMMUNICATION LINE

B.S.L.

C.A.

EOI

FFE

FOC

TSP

P.O.C.

P.O.B.

PNS

CTP

IPF

HDPE

RCP

VCP

MNS

RBF

MNF

RBS

R/W

TBM

CMP

DIP

CONSTRUCTION DOCUMENTS - CD1

STM

[2 '-0

0.6m[2'-0"]

26.0%

% 34 .2

45.0%

30.1%

.1%

41.4%

BOTTOM OF POND

DESIGN FG= 150.55 m EXIST FG = 150.50 m

BOTTOM OF POND

DESIGN FG= 150.55 m EXIST FG = 150.38 m

BOTTOM OF POND

DESIGN FG= 150.55 m EXIST FG = 150.40 m

TOP OF POND

DESIGN FG = 153.00 m

EXIST FG = 152.96 m

TOP OF POND

DESIGN FG = 153.00 m

EXIST FG = 153.56 m

TOP OF POND

DESIGN FG = 153.00 m

EXIST FG = 153.20 m

TOP OF POND

DESIGN FG = 153.00 m EXIST FG = 153.29 m

TOP OF POND

DESIGN FG = 153.00 m EXIST FG = 153.42 m

TOP OF POND

DESIGN FG = 153.00 m EXIST FG = 153.27 m

CE101

MJAEB

RETENTION POND 1 - EXISTING

CONDITIONS AND DEMOLITION PLAN

SCALE:1

RETENTION POND 1 - EXISTING CONDITIONS

AND DEMOLITION PLAN

1 = 100

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

CE101

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

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

SHEET NOTES:

1. TOPOGRAPHIC SURVEY WAS PREPARED BY

ATKINSREALIS BASED ON FIELD SURVEYS

PERFORMED IN DECEMBER 2024 AND DECEMBER

2025.

2. THE EXISTING POND LINER TRENCH SHALL BE

EXCAVATED TO ALLOW FOR REMOVAL OF THE

ENTIRE POND LINER WITH THE EXCEPTION OF

EXISTING POND LINERS LOCATED UNDER WALLS

AND RIPRAP PADS THAT ARE IDENTIFIED TO

REMAIN. THE EXISTING POND LINER ANCHOR

TRENCH IS ASSUMED TO BE 600MM WIDE BY

600MM DEEP. THE EXACT DIMENSIONS OF THE

ANCHOR TRENCH SHALL BE VERIFIED IN THE

FIELD. THE EXISTING POND LINER SHALL BE

DISPOSED OF OFF GOVERNMENT PROPERTY.

3. ALL SITE FEATURES REMOVED OR DAMAGED

DURING EXCAVATION AND REMOVAL OF THE

POND LINER SHALL BE REPAIRED OR REPLACED

IN KIND AT THE CONTRACTOR'S EXPENSE.

KEY NOTES:

1. EXISTING POND LINER ANCHOR TRENCH TO BE

EXCAVATED AND EXISTING POND LINER, SAND

LAYER, GEOTEXTILE, AND WARNING BARRIER TO

BE REMOVED IN ITS ENTIRETY

LEGEND:

LIMITS OF TOPOGRAPHIC

SURVEY

TOPOGRAPHIC LINESXXX.XX

EXISTING ANCHOR TRENCH

EXISTING CONCRETE

SURFACE

REMOVAL LIMIT

CONSTRUCTION DOCUMENTS - CD1

E E

STM

147.830

146.580

145.330

149.090

147.830

146.580

145.330

E E

STM

147.830

146.580

145.330

149.090

147.830

146.580

145.330

0.6m[2'-0"]

49.7%

51.6%

51.1%

48.5%

52.1%

1.3%

37.9%

6.3%

4.9%

3.8%

31.5%

22.9%

BOTTOM OF POND

DESIGN FG = 141.55 m

EXIST FG = 142.11 m

BOTTOM OF POND

DESIGN FG = 141.55 m EXIST FG = 142.09 m

BOTTOM OF POND

DESIGN FG = 141.55 m EXIST FG = 142.09 m

BOTTOM OF POND

DESIGN FG = 141.55 m

EXIST FG = 142.17 m

BOTTOM OF POND

DESIGN FG = 141.55 m

EXIST FG = 141.38 m

BOTTOM OF POND

DESIGN FG = 141.55 m EXIST FG = 141.38 m

BOTTOM OF POND

DESIGN FG = 141.55 m

EXIST FG = 142.12 m

BOTTOM OF POND

DESIGN FG = 141.55 m

EXIST FG = 141.58 m

BOTTOM OF POND

DESIGN FG = 141.55 m EXIST FG = 141.81 m

TOP OF POND

DESIGN FG = 145.20 m

EXIST FG = 145.17 m

TOP OF POND

DESIGN FG = 145.20 m

EXIST FG = 145.13 m

TOP OF POND

DESIGN FG = 145.20 m EXIST FG = 145.16 m

TOP OF POND

DESIGN FG = 145.20 m EXIST FG = 145.24 m

TOP OF POND

DESIGN FG = 145.20 m EXIST FG = 144.95 m

TOP OF POND

DESIGN FG = 145.20 m EXIST FG = 145.12 m

TOP OF POND

DESIGN FG = 145.20 m EXIST FG = 145.28 m

TOP OF POND

DESIGN FG = 145.20 m

EXIST FG = 145.29 m

E E

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

154.90

154.00

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

E E

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

154.90

154.00

STM

0.6m[2'-0"]

.6%

49.2%

50.5%

46.6%

45.9% 52.3%

5.4%

4.0%

14.7%

26.8%

0.1%

0.9%

2.5%

BOTTOM OF POND

DESIGN FG = 151.55 m EXIST FG = 152.01 m

BOTTOM OF POND

DESIGN FG = 151.55 m

EXIST FG = 152.12 m

BOTTOM OF POND

DESIGN FG = 151.55 m

EXIST FG = 151.50 m

BOTTOM OF POND

DESIGN FG = 151.55 m EXIST FG = 151.47 m

BOTTOM OF POND

DESIGN FG = 151.55 m

EXIST FG = 152.23 m

BOTTOM OF POND

DESIGN FG = 151.55 m EXIST FG = 151.32 m

TOP OF POND

DESIGN FG = 155.00 m

EXIST FG = 155.05 m

TOP OF POND

DESIGN FG = 155.00 m EXIST FG = 154.90 m

TOP OF POND

DESIGN FG = 155.00 m EXIST FG = 154.83 m

TOP OF POND

DESIGN FG = 155.00 m EXIST FG = 154.93 m

TOP OF POND

DESIGN FG = 155.00 m EXIST FG = 155.04 m

TOP OF POND

DESIGN FG = 155.00 m

EXIST FG = 155.07 m

TOP OF POND

DESIGN FG = 155.00 m

EXIST FG = 155.08 m

TOP OF POND

DESIGN FG = 155.00 m EXIST FG = 155.00 m

SCALE:1

RETENTION POND 2 - EXISTING CONDITIONS AND

DEMOLITION PLAN

1 = 250

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

1/CE102

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

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

CE102

MJAEB

RETENTION POND 2 & 6 - EXISTING

CONDITIONS AND DEMOLITION PLAN

SCALE:2

RETENTION POND 6 - EXISTING CONDITIONS

AND DEMOLITION PLAN

1 = 250

2/CE102

SHEET NOTES:

1. TOPOGRAPHIC SURVEY WAS PREPARED BY

ATKINSREALIS BASED ON FIELD SURVEYS

PERFORMED IN DECEMBER 2024 AND DECEMBER

2025.

2. THE EXISTING POND LINER TRENCH SHALL BE

EXCAVATED TO ALLOW FOR REMOVAL OF THE

ENTIRE POND LINER WITH THE EXCEPTION OF

EXISTING POND LINERS LOCATED UNDER WALLS

AND RIPRAP PADS THAT ARE IDENTIFIED TO

REMAIN. THE EXISTING POND LINER ANCHOR

TRENCH IS ASSUMED TO BE 600MM WIDE BY

600MM DEEP. THE EXACT DIMENSIONS OF THE

ANCHOR TRENCH SHALL BE VERIFIED IN THE

FIELD. THE EXISTING POND LINER SHALL BE

DISPOSED OF OFF GOVERNMENT PROPERTY.

3. ALL SITE FEATURES REMOVED OR DAMAGED

DURING EXCAVATION AND REMOVAL OF THE

POND LINER SHALL BE REPAIRED OR REPLACED

IN KIND AT THE CONTRACTOR'S EXPENSE.

KEY NOTES:

1. EXISTING POND LINER ANCHOR TRENCH TO BE

EXCAVATED AND EXISTING POND LINER, SAND

LAYER, GEOTEXTILE, AND WARNING BARRIER TO

BE REMOVED IN ITS ENTIRETY

2. EXISTING SIDEWALK/CURB/GUTTER TO BE

REMOVED AS NECESSARY FOR CONSTRUCTION.

SIDEWALK/CURB/GUTTER TO BE REPLACED IN

KIND.

3. EXISTING FENCE TO BE REMOVED AS

NECESSARY FOR CONSTRUCTION. FENCE TO BE

REINSTALLED/REPLACED IN KIND.

LEGEND:

LIMITS OF TOPOGRAPHIC

SURVEY

TOPOGRAPHIC LINESXXX.XX

EXISTING ANCHOR TRENCH

EXISTING RIPRAP

EXISTING CONCRETE

SURFACE

EXISTING FENCE

REMOVA…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 20, 2026.