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

Construction Documents Summary

These are construction documents (CD1) for the Morovis National Cemetery Phase 1B Development project in Morovis, Puerto Rico (Project Number 971-031B). The project is sponsored by the U.S. Department of Veterans Affairs, Office of Construction and Facilities Management, with AES Group, Inc. serving as the Architect/Engineer of Record. The documents were issued in March 2026 and are approved by Project Manager Cheri L. Cooper and Contracting Specialist Joshua Gibson.

The project encompasses comprehensive site improvements including perimeter fencing installation across multiple areas (A through O), bio-retention pond development and landscaping across eight ponds, irrigation system installation, French drain construction, a POW/MIA flag area development, and temporary committal shelter relocation. Work is phased across three phases with specific traffic control measures to maintain cemetery operations, requiring at least two committal shelters to remain operational throughout construction. The documents include detailed plans for contractor laydown yard specifications, temporary Resident Engineer Office (REO) trailers with modular building requirements, construction phasing schedules, and site-specific details for decks, ramps, stairs, and drainage systems. All contractor laydown areas, temporary structures, and construction materials must be removed and the site restored to original condition upon project completion. The drawings provide comprehensive specifications for accessibility compliance, HVAC systems, plumbing, electrical connections, and structural foundations for temporary facilities.

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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 - 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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GI000

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

BMWALK

COVER SHEET

MOROVIS NATIONAL CEMETERY

PHASE 1B DEVELOPMENT

PROJECT NUMBER: 971-031B

SAN JUAN

BAYAMON GUAYNABO

CAGUAS

BAHÍA DE

SAN JUAN

COROZAL

VEGA ALTA

DORADO

LEVITTOWN

VEGA BAJA

MANATÍ

CIALES

TRUJILLO

ALTO

TRUJILLO

BAJO

CAROLINA

CANÓVANAS

GURABO

JUNCOS

FAJARDO

GUAYAMA

UTADO

ARECIBO

AGUADILLA

PONCE

SAN JUAN

VIEQUES

CULEBRA

PUERTO RICO

THIS PROJECT:

MOROVIS NATIONAL

CEMETERY

REGIONAL MAP

MOROVIS

https://www.aquaengineering.com/

GI001

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

BMWALK

DRAWING INDEX

SITE PLAN

VICINITY MAP

Sheet List Table Sheet

Number Sheet Title

GENERAL

GI000 COVER SHEET

GI001 DRAWING INDEX

GI002 CONTRACTOR LAYDOWN YARD PLAN

GI100 TEMP REO TRAILER GENERAL NOTES AND BUILDING CODE SUMMARY

GI101 TEMP RESIDENT ENGINEER OFFICE (REO) TRAILER PLAN

GI501 TEMP RESIDENT ENGINEER OFFICE (REO) DETAILS

PHASING

PH100 PHASING - OVERALL SITE PLAN

PH101 PHASING - OVERALL TRAFFIC CONTROL PLAN

PH102 CONCURRENT WORK - RETENTION POND 2 PHASING PLAN

PH103 CONCURRENT WORK - TEMPORARY RETENTION POND PHASING PLAN

PH111 PHASE 1 - OVERALL SITE PLAN

PH112 PHASE 1 - TRAFFIC CONTROL PLAN

PH113 PHASE 1 - RETENTION POND 4 PHASING PLAN

PH114 PHASE 1 - RETENTION POND 5 PHASING PLAN

PH121 PHASE 2 - OVERALL SITE PLAN

PH122 PHASE 2 - TRAFFIC CONTROL PLAN

PH123 PHASE 2 - POW-MIA FLAG AREA PHASING PLAN

PH124 PHASE 2 - RETENTION POND 7 PHASING PLAN

PH125 PHASE 2 - RETENTION POND 1 PHASING PLAN

PH126 PHASE 2 - FRENCH DRAIN PHASING PLAN

PH131 PHASE 3 - OVERALL SITE PLAN

PH132 PHASE 3 - TRAFFIC CONTROL PLAN

PH133 PHASE 3 - RETENTION POND 8 PHASING PLAN

PH134 PHASE 3 - IRRIGATION RETENTION POND PHASING PLAN

CIVIL

CI001 GENERAL CIVIL SYMBOLS AND ABBREVIATIONS

CIVIL: EXISTING CONDITIONS AND DEMOLITION

CE100 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN

CE101 RETENTION POND 1 - EXISTING CONDITIONS AND DEMOLITION PLAN

CE102 RETENTION POND 2 AND 6 - EXISTING CONDITIONS AND DEMOLITION PLAN

CE103 RETENTION POND 4 - EXISTING CONDITIONS AND DEMOLITION PLAN

CE104 RETENTION POND 5 - EXISTING CONDITIONS AND DEMOLITION PLAN

CE105 TEMPORARY POND & POND 7- EXISTING CONDITIONS AND DEMOLITION PLAN

CE106 RETENTION POND 8 - EXISTING CONDITIONS AND DEMOLITION PLAN

CE107 IRRIGATION RETENTION POND- EXISTING CONDITIONS & DEMOLITION PLAN

CE108 COMMITTAL SHELTER - EXISTING CONDITIONS PLAN

CIVIL: SITE GRADING

CG100 OVERALL SITE AND GRADING PLAN

CG101 RETENTION POND 1 - SITE AND GRADING PLAN

CG102 RETENTION POND 2 AND 6 - SITE AND GRADING PLAN

CG103 RETENTION POND 4 - SITE AND GRADING PLAN

CG104 RETENTION POND 5 - SITE AND GRADING PLAN

CG105 TEMPORARY RETENTION POND & POND 7 - SITE AND GRADING PLAN

CG106 RETENTION POND 8 - SITE AND GRADING PLAN

CG107 IRRIGATION RETENTION POND - SITE AND GRADING PLAN

CG401 POW-MIA FLAG AREA GRADING PLAN ENLARGEMENT

CIVIL: RETENTION POND FENCING

CS101 RETENTION POND FENCING - OVERALL SITE PLAN

CS102 RETENTION POND 1 - FENCING PLAN

CS103 RETENTION POND 2 - FENCING PLAN

CS104 RETENTION POND 4 - FENCING PLAN

CS105 RETENTION POND 5 - FENCING PLAN

CS106 RETENTION POND 6 - FENCING PLAN

CS107 RETENTION POND 7 - FENCING PLAN

CS108 RETENTION POND 8 - FENCING PLAN

CS109 TEMPORARY RETENTION POND - FENCING PLAN

CS110 MAINTENANCE RETENTION POND - FENCING PLAN

CIVIL: PERIMETER FENCING

CS111 PERIMETER FENCING - OVERALL SITE PLAN

CS112 PERIMETER FENCING - AREA A

CS113 PERIMETER FENCING - AREA B

CS114 PERIMETER FENCING - AREA C

CS115 PERIMETER FENCING - AREA D

CS116 PERIMETER FENCING - AREA E

CS117 PERIMETER FENCING - AREA F

CS118 PERIMETER FENCING - AREA G

CS119 PERIMETER FENCING - AREA H

CS120 PERIMETER FENCING - AREA I

CS121 PERIMETER FENCING - AREA J

CS122 PERIMETER FENCING - AREA K

CS123 PERIMETER FENCING - AREA L

CS124 PERIMETER FENCING - AREA M

CS125 PERIMETER FENCING - AREA N

CS126 PERIMETER FENCING - AREA O

CIVIL: ENLARGED PLANS AND DETAILS

CS201 TYPICAL EXISTING BIO-RETENTION POND SECTION AND DEMOLITION PLAN

CS202 TYPICAL PROPOSED BIO-RETENTION POND SECTION

CS203 TYPICAL PROPOSED BIO-RETENTION POND 8 SECTION

CS401 POW MIA FLAG AREA LAYOUT PLAN ENLARGEMENT

CS402 FRENCH DRAIN PLAN

CS403 TEMPORARY COMMITTAL SHELTER RELOCATION PLAN

CS501 CIVIL DETAILS

CS502 CIVIL DETAILS

CS503 CIVIL DETAILS

CI501 SITE DETAILS

LANDSCAPE ARCHITECTURE

LD101 RETENTION POND 1 - LANDSCAPING DEMOLITION PLAN

LD102 RETENTION POND 7 - LANDSCAPING DEMOLITION PLAN

LD103 POW MIA FLAG AREA - LANDSCAPING DEMOLITION PLAN

LP101 OVERALL LANDSCAPE PLAN

LP102 RETENTION POND 1 LANDSCAPE PLAN

LP103 RETENTION POND 2 LANDSCAPE PLAN

LP104 RETENTION POND 4 LANDSCAPE PLAN

LP105 RETENTION POND 5 LANDSCAPE PLAN

LP106 RETENTION POND 6 LANDSCAPE PLAN

LP107 RETENTION POND 7 LANDSCAPE PLAN

LP108 RETENTION POND 8 LANDSCAPE PLAN

LP109 RETENTION POND 8 LANDSCAPE PLAN - CONT.

LP110 POW-MIA FLAG AREA LANDSCAPE PLAN ENLARGEMENT

LP501 LANDSCAPE DETAILS & PLANT SCHEDULE

IRRIGATION

IR100 IRRIGATION COVER SHEET

IR101 IRRIGATION PLAN

IR102 IRRIGATION PLAN

IR103 IRRIGATION PLAN

IR104 IRRIGATION PLAN

IR105 IRRIGATION PLAN

IR106 IRRIGATION PLAN

IR107 IRRIGATION PLAN

IR108 IRRIGATION PLAN

IR109 IRRIGATION PLAN

IR110 IRRIGATION PLAN

IR501 IRRIGATION DETAILS

IR502 IRRIGATION DETAILS

IR503 IRRIGATION DETAILS

IR504 IRRIGATION DETAILS

l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllll l l l l lllll l l l l l l l l l l l l l l l

BIO RETENTION

POND VI

BIO RETENTION

POND V

l l l l l

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

STM

GI002

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

CONTRACTOR LAYDOWN YARD PLAN

SHEET NOTES:

1. TOPOGRAPHY SHOWN IS FOR REFERENCE ONLY AND IS NOT SURVEY ACCURATE. VERIFY

ALL FIELD CONDITIONS AND DISCUSS CONTRACTOR LAYDOWN LARD LOCATION AND

PERIMETER PRIOR TO COMMENCEMENT OF WORK.

2. AT THE COMPLETION OF CONSTRUCTION ACTIVITIES IN THIS CONTRACT, REMOVE

CONSTRUCTION TRAILERS, FENCING, ELECTRICAL CONNECTIONS, GRAVEL, AND RE SEED

AREA DISTURBED BY THE CONTRACTOR LAYDOWN YARD.

3. PROVIDE POWER TO CONTRACTOR TRAILERS AND TEMPORARY RESIDENT ENGINEER

TRAILER DURING THE ENTIRE DURATION OF THIS CONTRACT. COORDINATE WITH LUMA

ENERGY FOR TEMPORARY POWER EXTENSION FROM PR-137 TO THE CONTRACTOR

LAYDOWN YARD. PROVIDE ALL NECESSARY PROVISIONS FOR TEMPORARY POWER

INCLUDING BUT NOT LIMITED TO NEW POWER POLES, FEEDERS, DISCONNECT SWITCH,

PANELS, METER SOCKET, AND CONNECTIONS TO TRAILERS. A GENERATOR MAY BE USED

IN LIEU OF THE CONNECTION TO THE EXISTING POWER INFRASTRUCTURE ON PR-137.

CONTRACTOR WILL BE RESPONSIBLE FOR ALL PERMITS, FEES, FUEL COSTS, AND

OVERALL COST TO PROVIDE AND MAINTAIN POWER FOR THE TRAILERS THROUGHOUT

CONSTRUCTION.

4. AT THE END OF CONSTRUCTION, REMOVE ALL CONSTRUCTION MATERIALS INCLUDING

BUT NOT LIMITED TO: CONTRACTOR TRAILERS, UTILITIES, GRAVEL, CONSTRUCTION

FENCING AND CONCRETE PADS. REGRADE LAYDOWN AREA BACK TO THE ORIGINAL

CONDITION PRIOR TO CONSTRUCTION AND RESEED LAYDOWN AREA.

KEY NOTES:

1. EXISTING YARD TO REMAIN. MAINTAIN ACCESS TO AREA AT ALL TIMES DURING

CONSTRUCTION. THIS AREA IS NOT TO BE USED BY THE CONTRACTOR DURING

CONSTRUCTION AT ANY TIME,

2. COMPACT AND RE-GRADE AREA AS NECESSARY TO SAFELY MANEUVER EQUIPMENT,

STORE MATERIALS, AND PLACE TRAILERS SO THAT THEY ARE LEVEL. ADD GRAVEL IN

ALL AREAS INDICATED BY A HATCH PATTERN.

3. INSTALL TEMPORARY CHAIN LINK FENCING.

4. INSTALL NEW 24'-0" WIDE ACCESS GATE AND VEHICLE TRACKING CONTROL. GATE

MUST BE LOCKABLE.

5. EXISTING CONCRETE PAD TO BE UTILIZED FOR VA REO TRAILER. COORDINATE WITH

TRAILER MANUFACTURER FOR DELEGATED FOUNDATION DESIGN. IF THE EXISTING

PAD IS NOT LARGE OR THICK ENOUGH FOR THE REO TRAILER, IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO EXTEND OR RE-POUR AN ADEQUATE SLAB

AS REQUIRED BY THE SELECTED TRAILER MANUFACTURER.

6. EXISTING LAYDOWN YARD TO REMAIN. RECOMPACT AND ADD ADDITIONAL GRAVEL IN

THIS AREA AS NECESSARY TO ENSURE AREA HAS FULL GRAVEL COVERAGE.

7. EXISTING CONSTRUCTION FENCING IN THE EXISTING LAYDOWN YARD CAN BE

RELOCATED AND USED FOR THIS PROJECT.

8. POND 5 WORK WILL NEED TO OCCUR DURING PHASE 1 PER THE PHASING DRAWINGS.

ENSURE ADEQUATE ROOM IS AVAILABLE TO MANEUVER EQUIPMENT AND PERFORM

THE WORK REQUIRED FOR POND 5 WHEN PLACING FENCING IN THIS AREA. FENCING

MAY BE PLACED FURTHER WEST IF ADDITIONAL SPACE IS NEEDED, WITH APPROVAL

FROM THE RESIDENT ENGINEER / COR. DURING PHASE 2, THE TEMPORARY

COMMITTAL SHELTER NEARBY WILL BE UTILIZED. NOISE MUST BE REDUCED ON DAYS

THAT THE TEMPORARY COMMITTAL SHELTER IS USED.

9. PROVIDE 1000 GALLON WATER HOLDING TANK FOR VA REO TRAILER. TANK CAN BE

PAD MOUNTED OR RACK MOUNTED, FOLLOW SPECIFIC MANUFACTURERS

REQUIREMENTS. PROVIDE WATER PUMP CAPABLE OF 5 GPM, 200 FT OF HEAD,

OUTDOOR RATED. CONNECT WATER HOLDING TANK AND PUMP TO A MIN. 20 GALLON

PRESSURE TANK. PROVIDE 1" COPPER LINE CONNECTION TO REO TRAILER. ENSURE

WATER IS CHECKED AND REFILLED ON A REGULAR BASIS.

10. EXISTING CONCRETE PAD AVAILABLE FOR CONTRACTOR TRAILER.

X X X X

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

GI002

25155210

SCALE: 1:250

103 4

SCALE:1 CONTRACTOR LAYDOWN YARD PLAN

1 = 250

LEGEND:

X X X EXISTING PERIMETER FENCING TO REMAIN

TEMPORARY 8' NON VINYL COATED

CHAIN-LINK FENCING

TEMPORARY CHAIN LINK FENCING TO REMAIN

LOCKABLE 24'-0" WIDE ACCESS GATE

2 - LEAVES

EXISTING AREA TO REMAIN

NEW COMPACTED GRAVEL

VEHICLE TRACKING CONTROL

HAUL ROUTE

TYP.

AutoCAD SHX Text

STA-8103

AutoCAD SHX Text

STA-T13

GI100

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

TEMP REO TRAILER GENERAL NOTES

AND BUILDING CODE SUMMARY

GENERAL:

DESIGN OF TEMPORARY TRAILERS, STRUCTURAL TIE-DOWNS, AND

INFRASTRUCTURE SHALL BE A DELEGATED DESIGN AND SHALL BE

SIGNED AND SEALED BY AN A/E PROFESSIONAL WITH LICENSE IN

PUERTO RICO. PERFORMANCE SPECIFICATIONS AND DRAWINGS

PROVIDED IN THIS SET ARE FOR REFERENCE AND DESCRIPTION OF

FUNCTIONAL REQUIREMENTS ONLY. PROVIDE COMPLETE SIGNED AND

SEALED PLANS AND SPECIFICATIONS BY THE DELEGATED LICENSED

PROFESSIONAL PRIOR TO CONSTRUCTION, FOR APPROVAL BY

RESIDENT ENGINEER AND A/E

STRUCTURAL DESIG CRITERIA:

CODES:

IBC 2024

ASCE 7-22

AISC 360-22

ACI 318-25

WIND:

156 MPH DESIGN WIND SPEED (ASCE 7-22)

RISK CATEGORY II

EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENT +- 0.18

LIVE LOAD:

OFFICE 50 PSF

FRAME:

OUTRIGGER TYPE (I-BEAM SPACING AT 95 ½”

I-BEAM SIZE AS REQUIRED AXLE QUANTITY AS REQUIRED NEW TIRES

AND DETACHABLE E HITCHES

FLOOR:

NYLON IMPREGNATEDD BOTTOM BOARD

2X6 JOISTS AT 16: OC

3/4" T & G PLYWOOD DECKING

1/8” VINYL COMPOSITE BLOCK TILY OR 26 OZ. CARPET

WALL PARTITIONS:

WALL HEIGHT 8'-0”

2 X 4 WOOD STUDS AT 16” OC

DOUBLE TAP PLATE

½” VINYL COVERED GYPSUM INTERIOR WALLBOARD

4” HIGH VINYL COVE BASE

INTERIOR DOORS:

SIZES PER DOOR SCHEDULE

SOLID CORE IMPERIAL OAK STRAIGHT FRAME

ROOF:

TRUSS TYPE BOX

TRUSS SPACING 24” OC

FR-DECK

45 MIL BLACK EPDM (REQUIRED FR BOARD)

CEILING 5/8” SHEET ROCK WITH KNOCK DOWN FINISH

CEILING HEIGT: 8'-0”

MATELINE RIDGEBEAM

RIDGBEAM: 3 LAYERS 30”, ¾” PLYWOOD

EXTERIOR FINISHES:

HI-RIB 29 GAUGE STELL SIDING W/STEEL TRIM

SHEATHING AS REQUIRED

100% HOUSE WARP

HI-RIB 29 GAUGE STEEL MANSARO ROOF

COLORS TO BE SELECTED FROM MANF. STANDARDS

ADMINISTRATION TRAILER BUILDING CODE SUMMARY

OCCUPANCY CLASS BUSINESS - GROUP B

CONSTRUCTION TYPE TYPE V - UNSPRINKLED

SQUARE FOOTAGE GROSS AREA 1,496 SQFT

OCCUPANT LOAD OCCUPANT LOAD -

CALCULATED PER FBC TABLE 1004.1.1

OFFICE AREA 1,496 SF/100 = 14

TOTAL = 14

NUMBER OF EXITS: 2

MAX ALLOWED DISTANCE TO EXIT: 29'-10”

ACTUAL MINIMUM TRAVEL DISTANCE: 120'-11”

MAXIMUM ALLOWED DEAD END CORRIDOR PER FBC-B TABLE

1004: 20'-0”

ACTUAL DEAD END CORRIDOR:

0'-0”

NOTES:

1) SUBMIT SHOP DRAWINGS, OF TRAILERS (WITH ALL

TRADES INFORMATION, INCLUDING BUT NOT LIMITED TO

DECKS, RAMPS, AND STAIRS, WHERE OCCUR,

FURNITURE, FURNISHINGS, AND EQUIPMENT LAYOUTS)

FOR APPROVAL PRIOR TO COMMENCING FABRICATION

AND INSTALLATION.

2) PROVIDE DOMESTIC WATER HOLDING TANK, AND PIPE

TO VA TRAILER AS WELL AS CONTRACTOR PROVIDED

TRAILERS FOR DOMESTIC WATER USAGE IN THE

CONTRACTOR LAYDOWN YARD. CONTRACTOR WILL BE

REQUIRED TO MAINTAIN AND REFILL DOMESTIC WATER

HOLDING TANK THROUGHOUT CONSTRUCTION

DURATION. THERE IS NO DOMESTIC WATER

CONNECTION AVAILABLE IN THIS AREA.

3) SANITARY SEWER HOLDING TANKS FOR VA AND

CONTRACTOR TRAILERS WILL NEED TO BE PUMPED OUT

ON A REGULAR BASIS. CONTRACTOR WILL BE REQUIRED

TO PUMP OUT AND DISPOSE OF SANITARY SEWAGE

THROUGHOUT THE DURATION OF CONSTRUCTION.

THERE IS NO SANITARY SEWER CONNECTION AVAILABLE

IN THIS AREA.

4) POWER WILL NEED TO BE PROVIDED TO ALL TRAILERS

THROUGHOUT THE DURATION OF CONSTRUCTION. SEE

SHEET GI002.

EXTERIOR WINDOWS:

SIZES PER SCHEDULE - V/S DP-55

BRONZE ALUMINUM FRAMES

BRONZE TINTED LOW-E INSULATED GLAZING

ALUMINUM MINI-BLINDS

EXTERIOR DOORS:

SIZES PER SCHEDULE

18” GAUGE DOOR + 16 GAUGE FRAME

LOCKING LEVER HARDWARE

STANDARD CLOSER

EXTERIOR DECKS / STAIRS / RAMPS:

1. DECKS, RAMPS, AND STAIRS CONSTRUCTED TO CONNECT AND

PROVIDE ACCESS TO THE TEMPORARY FACILITIES TRAILERS

SHALL COMPLY WITH APPLICABLE CODES, INCLUDING, BUT NOT

LIMITED TO, THE 2024 INTERNATIONAL BUILDING CODE (IBC) AND

AMERICAN BARRIERS ACT (ABA) AND AMERICAN W / DISABILITY

ACT (ADA) FOR ACCESSIBILITY ASPECTS.

2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF

THE SITE SHALL CONNECT ACCESSIBLE AMENITIES TO AN

ACCESSIBLE MEANS TO TEMPORARY BUILDINGS' ENTRANCES

AND TO INTERIOR ROOMS OR SPACES IN THE TEMPORARY

FACILITIES.

3. USE TREATED WOOD FOR DECKS, STAIRS, AND RAMP

CONSTRUCTION. FINISHED WOOD ON EXPOSED SIDES WITH ONE

PRIME COAT-ALKYD PRIMER FOR EXTERIOR WOOD; ONE

INTERMEDIATE COAT-EXTERIOR ALKYD ENAMEL COMPATIBLE

WITH TOPCOAT; ONE TOPCOAT-ALKYD, EXTERIOR, FLAT, LEVEL 3.

4. WALKING SURFACES (DECKS, RAMPS, STAIRS, AND LANDINGS)

THAT ARE LOCATED 30 INCHES, MEASURED VERTICALLY TO THE

FLOOR OR GRADE BELOW, AT ANY POINT WITHIN 36 INCHES

HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, REQUIRE A

42-INCH HIGH GUARDRAIL AT THE EDGES, AS PER THE 2024 IBC,

ANY OPENING IN THE GUARDRAIL SHALL BE OF SUCH DIMENSIONS

THAT A 4-INCH BALL CANNOT PASS THROUGH THE OPENING.

5. GUARDRAILS AND HANDRAILS SHALL BE ABLE TO WITHSTAND A

FORCE OF 250 POUNDS APPLIED TO IT IN ANY DIRECTION.

6. MAXIMUM RAMP SLOPE, IN THE DIRECTION OF TRAVEL, SHALL

BE 1:12. MAXIMUM HEIGHT FOR ONE RAMP RUN SHALL BE 30

INCHES HIGH, AT WHICH POINT, THERE SHALL BE A HORIZONTAL

(LEVEL) PLATFORM THAT IS 5 FEET BY 5 FEET MINIMUM

DIMENSIONS.

7. CROSS SLOPE IN RAMPS, STAIRS, AND DECKS SHALL BE EQUAL

OR LESS THAN 1:50.

8. RAMP, DECK, AND STAIR SURFACE SHALL BE STABLE, FIRM,

AND SLIP RESISTANT.

9. PROVIDE GRIPPING SURFACE AT RAMP, DECK, AND STAIR

FLOOR BY INSTALLING "GRIT" TAPE OR STRIPS OF ROLLED

ROOFING THROUGHOUT. ON STAIRS, RAMPS, AND PLATFORMS,

INSTALL PERPENDICULAR TO THE DIRECTION OF TRAVEL AND

COVERING THE ENTIRE WIDTH OF FLOOR SURFACE. ON DECKS,

DISTRIBUTE THROUGHOUT, AS DEEMED APPROPRIATE TO AVOID

SLIPPING.

10. RAMP'S LANDING SHALL CONNECT TO EXISTING MEANS OF

ACCESS IN A CONTINUOUS FLUSH FINISHED SURFACE. MAXIMUM

VERTICAL DIFFERENCE BETWEEN BOTH SURFACES SHALL BE ¼

INCH AT ANY ONE POINT ALONG THE ACCESSIBLE ROUTE.

11. RAMPS SHALL HAVE A HANDRAIL AT BOTH SIDES. HEIGHT

DIMENSION FROM FINISHED FLOOR TO TOP OF HANDRAIL SHALL

BE BETWEEN 30 AND 34 INCHES. HANDRAIL SHALL HAVE A

CONTINUOUS GRIPPING SURFACE OF 1 ½ INCHES OUTSIDE

DIAMETER, AND SHALL BE SEPARATED FROM WALL OR

GUARDRAIL A MINIMUM CLEARANCE OF 1 ½ INCHES.

12. RAMP HANDRAIL ENDS SHALL EXTEND 12 INCHES MINIMUM

BEYOND RAMP AT LEVEL PLANE AND BE ROUNDED OR RETURNED

TO FLOOR.

13. STAIR MINIMUM CLEAR WIDTH SHALL BE 44 INCHES, BETWEEN

HANDRAILS.

14. STAIRS SHALL HAVE A HANDRAIL AT BOTH SIDES. HEIGHT

DIMENSION FROM FINISHED FLOOR TO TOP OF HANDRAIL SHALL

BE BETWEEN 34 AND 38 INCHES. HANDRAIL SHALL HAVE A

CONTINUOUS GRIPPING SURFACE OF 1 ½ INCHES OUTSIDE

DIAMETER, AND SHALL BE SEPARATED FROM WALL OR

GUARDRAIL A MINIMUM CLEARANCE OF 1 ½ INCHES.

15. STAIRS SHALL HAVE TREADS THAT ARE 11 INCHES MINIMUM

DEPTH AND RISERS THAT ARE A MAXIMUM OF 7 INCHES / MINIMUM

OF 4 INCHES HIGH.

16. HEIGHT OF STAIR HANDRAIL SHALL BE BETWEEN 34 AND 38

INCHES ABOVE THE LEADING EDGE OF STAIRWAY TREAD OR

LANDING.

17. STAIR HANDRAIL SHALL EXTEND HORIZONTALLY (LEVEL) 12

INCHES BEYOND, AT THE TOP OF STAIR; AT THE BOTTOM OF

STAIR, THE HANDRAIL SHALL EXTEND ONE TREAD DEPTH,

CONTINUING HANDRAIL SLANTED DIRECTION.

18. DOORS AT TEMPORARY FACILITIES TRAILERS SHALL BE 3'-0"

WIDE PLUS FRAME.

INSULATION:

FLOOR: R-19 (3.5”)

EXTERIOR WALLS: R-13 (3.5”)

ROOF: R-38 (6.25”)

INTERIOR WALLS: R-11 (3.5”)

PLUMBING:

WALL MOUNTED LAVATORIES WITH MIRROR & SINGLE LEVER FAUCET

WALL MOUNTED URINALS

HC WATER CLOSET WITH 36” AND 42” GRAB BARS

WALL MOUNTED TOILET PAPER HOLDER

6.5 KW INSTANT WATER HEATER

CPVC SUPPLY LINES

PVC DRAIN LINES

SANITARY SEWER HOLDING TANKS WITH PUMP OUT CONNECTION

HVAC:

4 -TON UNIT

PROGRAMMABLE THERMOSTAT.

FIBERGLASS SUPPLY DUCTS WITH GRILLES

FIBERGLASS RETURN DUCTS WITH GRILLES

EXHAUST FAN SYSTEM FOR RESTROOMS

ELECTRICAL:

100 AMP POWER PANEL

LED LIGHTS RECESSED WITH ACRYLIC LENSES

PORCH LIGHT WITH FACTORY PHOTO CELL

COMBO LIGHTED EXIT SIGNS / EMERGENCY LIGHT W / BATTERY

POWER AND DATA OUTLETS AS SHOWN ON PLAN

COMBO 60W LIGHT WITH 100 CFM TOILET EXHAUST FAN

GFI PROTECTED 20 AMP RECEPTACLE IN TOILET ROOM

GFI PROTECTED 20 AMP OUTSIDE RECEPTACLE

ALL WIRING TO BE 12-2 ROMEX

2' -6

'-8

7' -5

-6

7' -5

-1 0"

3' 9'

-4

9' -4

DRY-STACKED PIER

AND FOOTING, TYP INTERIOR

DRY STACKING PIERS MAY ONLY BE

CONSTRUCTED UNDER MANUFACTURER'S

SPECIFICATIONS & SET UP MANUALS

ALL DIMENSIONS TO BE VERIFIED

WITH MODULAR BUILDING

MANUFACTURER'S SPECS.

GI101

EARTH ANCHORS (INSTALLED PER MFGR

SPECS). INSTALL ANCHORS BEFORE

CONSTRUCTING FOUNDATION.

DRY-STACKED PIER

AND FOOTING @ENDS OF BEAMS

6'-4" 8' 8' 8' 6'-4"8' 8' 8'

60'-8"

2' 3'-6" 3'-4" 3'-4" 3'-4" 5'-8" 3'-4" 3'-4" 3'-8" 5'-8" 3'-4" 3'-4" 3'-8" 5'-8" 2' 3'-6" 2'

2'-6" 7'-5" 4'-10" 7'-5" 2'-6"

1' -6

" M

4' -0

" M

FLOOR SYSTEM PER MFR.

WOOD SHIMS PER

CONTRACTOR AS REQUIRED

STRAPS CONNECT TO STEEL

BEAM EA. SIDE STRAP AT EA.

ANCHOR ROW

DRYSTACK MASONRY PIER

PREFAB ABS PAD

EARTH ANCHORS (INSTALLED PER

MFGR SPECS) INSTALL ANCHORS

BEFORE CONSTRUCTING FOUNDATION

K-1729CHESAPEAKEC_LAVATORYVITREOUS CHINA

'-2

'-6

'-8

6'-4"6'-1"

12'-5"27'-11"12'-4"

60'-8"

12'-5"35'-11"12'-4"

'-2

'-6

'-8

A01 W1

A03

A104

A105A106

W1W1W1

W1 W1 W1A107

A08

A09

6'-4"6'-1"9'-11"8'8'10'6'6'-4"

60'-8"

A02A

GI101

DRYWALL CEILING

AT 8'-0"

GFCI

2'-6"

8' -6

2'-3"

ARCHED VINYL CANOPY ABOVE

ARCHED VINYL

CANOPY ABOVE

24'

ARCHED VINYL CANOPY ABOVE

A04

OFFICE

A03

OFFICE

A08

OFFICE

A09

OFFICE

A01

CONFERENCE ROOM

A07

KITCHENETTE 142/100

=2 occ

142/100 =2 occ

141/100 =2 occ

K-1729CHESAPEAKEC_LAVATORYVITREOUS CHINA

A02

BATHROOM

FOR DECK, RAMP, STAIR, LAYOUT OF THE RESIDENT ENGINEER OFFICE (REO)

TRAILER REFER TO GI501.

K-1729CHESAPEAKEC_LAVATORYVITREOUS CHINA

A02

SERVICE SINK

GFCI

SHOWER

A106A

A06

BATHROOM

A05

IT/PHONE

K-1729CHESAPEAKEC_LAVATORYVITREOUS CHINA

A04

OFFICE

A03

OFFICE

A08

OFFICE

A09

OFFICE

A01

CONFERENCE ROOM

A07

KITCHENETTE

A02

BATHROOM

A10

STORAGE

A05

IT/PHONE

A06

BATHROOM

A10

FRIDGE

GI501

GI5017'-4"

A10

STORAGE

8x8 WOOD POST

EXTERIOR VINYL

CANOPY ON

ALUMINUM FRAME

MODULAR BUILDING

2'-4" F.F.E.

-2'-4"

GRADE LEVEL

ADMINISTRATION OFFICE

EXTERIOR VINYL

CANOPY ON

ALUMINUM FRAME

42" WOOD GUARDRAIL

2x2 WOOD PICKETS 4x4 WOOD POST 2x4 WOOD DECKING

MODULAR

BUILDING

National Cemetery

VENTED VINYL SKIRTING

VENTED VINYL

SKIRTING

2'-4" F.F.E.

-2'-4"

GRADE LEVEL

EXTERIOR VINYL CANOPY

ON ALUMINUM FRAME

VINYL AWNING CANOPY

SIGNAGE LETTER

HEIGHT MIN. 6",

FONT ARIAL

SIGNAGE LETTER

HEIGHT MIN. 5",

FONT ARIAL

SLOPE RAMP MAXIMUM

1:12 TO REACH FINISHED

GRADE. SEE GI501

K-1729CHESAPEAKEC_LAVATORYVITREOUS CHINA

4"4"

8' -1

18" MIN

5' -5

-9

A06

BATHROOM

3' -6

K-1729CHESAPEAKEC_LAVATORYVITREOUS CHINA

A02

BATHROOM

7'-10"

8' -2

18" MIN

5' -3

-3

3' -6

ADMINISTRATION TRAILER

A01 FRONT ENTRY PAIR

OFFICE

IT CLOSET

RESTROOM

OFFICE

ROOM

NO.

ROOM NAME REMARKS

DOOR

WIDTH HEIGHT THICKNESS MATERIAL FI

R E

D W

R S

MATERIAL FINISH

FRAME

6'-0" 1 3 4"

3'-0" 1 3 4" 3'-0" 1 3 4" 2'-0" 1 3 4"

3'-0" 1 3 4"

HOLLOW METAL

SOLID CORE

HOLLOW CORE

SOLID CORE

LEVER LATCH W/ LOCK- KICK PLTMETAL PAINTED

WOOD CLEAR

CLEAR

REAR ENTRY 3'-0" 1 3 4" METAL PAINTED-

LEVER LATCH W/ LOCK

LEVER LATCH W/ LOCK- KICK PLT

LEVER LATCH W/ LOCK6'-8"

6'-8"

6'-8" 6'-8"

6'-8"

6'-8"A03 A04 A05

A02

A07 A08

OFFICE 3'-0" 1 3 4" SOLID CORE - LEVER LATCH W/ LOCK6'-8"A09

WATER HEATER CLOSET 2'-0" 1 3 4" HOLLOW CORE - LEVER LATCH6'-8"A02A

W-1

WINDOW SCHEDULE

WIDTH HEIGHT MATERIAL GLAZING

2'-0" ALUM 1" LOW-E TINTED4'-6"

TYPE

WOOD

CLEARWOOD

HOLLOW METAL

CLEARWOOD

DOOR SCHEDULE

NOTE:

DELEGATED DESIGN OF FOUNDATIONS SHALL

BE BY TRAILER MANUFACTURER. FOR DESIGN

AND SUBMISSION REQUIREMENTS SEE

GENERAL NOTES AND STRUCTURAL DESIGN

CRITERIA ON DRAWING GI100.

LAV

TTDI

GI101

SHEET NOTES:

1) TRAILER FOR ADMINISTRATION AND FOR RESIDENT ENGINEER

OFFICE (REO) ARE THE SAME IN SIZE, LAYOUT, ELEMENTS,

FINISHES, FURNITURE, AND FURNISHINGS AND EQUIPMENT,

REFER TO SPECIFICATION SECTION 01 00 04-GENERAL

REQUIREMENTS, SECTION 1.17 AND 1.18.

2) FOR DECKS, STAIRS, AND RAMP DETAILS, REFER TO GI501.

3) SUBMIT SHOP DRAWINGS OF TRAILERS (WITH ALL TRADES

INFORMATION, INCLUDING BUT NOT LIMITED TO DECKS, RAMPS,

AND STAIRS WHERE OCCUR, FURNITURE, FURNISHINGS AND

EQUIPMENT LAYOUTS) FOR APPROVAL PRIOR TO COMMENCING

FABRICATION AND INSTALLATION.

4) TRAILER FOR ADMINISTRATION AND FOR RESIDENT ENGINEER

OFFICE (REO) ARE THE SAME IN SIZE, LAYOUT, ELEMENTS,

FINISHES, FURNITURE, AND FURNISHINGS.

5) PROVIDE A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM

FOR THE TRAILER. WIRE ALL RECEPTACLES, LIGHTS, AND

TERMINATE WIRING INTO THE ELECTRICAL PANEL. PROVIDE

CONNECTIONS TO GENERATOR AND / OR TEMPORARY POWER

CONNECTION.

6) INSTALL ALL DATA JACKS, INCLUDING CAT6 CABLING TO TELECOM

ROOM. TERMINATE ALL WIRING INTO DATA RACK. ENSURE RACK

HAS ADEQUATE CAPACITY FOR REQUIRED CONNECTIONS, AND

GROUND RACK. COORDINATE WITH THE VA FOR CONNECTION

INTO NETWORK INFRASTRUCTURE.

7) MOUNT HVAC UNIT ON 4" CONCRETE PAD OUTSIDE OF THE

TRAILER. PROVIDE ALL DUCTWORK, GRILLS, FOR A FULL

COMPLETE FUNCTIONING SYSTEM. WIRE UNIT TO ELECTRICAL

PANEL.

8) PROVIDE ONE 40 GALLON WATER HEATER TO SERVE BOTH

LAVATORIES, THE SHOWER, AND THE SERVICE SINK. INCLUDE ALL

DOMESTIC WATER PIPING AND SANITARY SEWER PIPING TO AND

FROM PLUMBING FIXTURES, AND SANITARY SEWER HOLDING

TANK. INCLUDE CONNECTIONS TO DOMESTIC WATER HOLDING

TANK.

9) REFER TO SHEET GI100 FOR WRITTEN DESCRIPTION OF MINIMUM

REQUIREMENTS FOR MODULAR BUILDING CONSTRUCTION

RESTROOM 2 3'-0" 1 3 4" SOLID CORE - LEVER LATCH W/ LOCK- KICK PLT6'-8"A06 -- CLEARWOOD-

TTDI

LAV

GI101

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

SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"

16'8'4'

SCALE:A1 DOOR SCHEDULE

NTS

SCALE:B1 WINDOW SCHEDULE

NTS

SCALE:D1 ENLARGED RESTROOM PLAN

3/8" = 1' - 0" SCALE:D2 ENLARGED RESTROOM 2 PLAN

3/8" = 1' - 0"

SCALE:A4 ELEVATION SIDE VIEW

1/8" = 1' - 0" SCALE:A7 ELEVATION SIDE VIEW

1/8" = 1' - 0"

SCALE:B4 ELEVATION REAR VIEW

1/8" = 1' - 0" SCALE:B7 ELEVATION FRONT VIEW

1/8" = 1' - 0"

SCALE:D4

RESIDENT ENGINEER OFFICE

(REO) PLAN & FURNITURE LAYOUT

1/8" = 1' - 0" SCALE:D7

RESIDENT ENGINEER OFFICE

(REO) REFLECTED CEILING PLAN

1/8" = 1' - 0"

SCALE:F4

RESIDENT ENGINEER

OFFICE (REO) FLOOR PLAN

1/8" = 1' - 0"

SCALE:F1 PIER & TIE DOWN DESIGN

3/8" = 1' - 0"

SCALE:E1 TYP. FOUNDATION LAYOUT

1/8" = 1' - 0"

DATA JACK

DUPLEX OUTLET

1x4 LED LIGHT FIXTURE

WALL MOUNTED PORCH LIGHT

EXHAUST FAN WITH LIGHT

SUPPLY AIR GRILLE

RETURN AIR GRILLE

EMERGENCY LIGHT WITH BATTERY BACKUP

EXIT SIGN WITH EMERGENCY LIGHTS AND

BATTERY BACKUP

FIRE EXTINGUISHER

WINDOW TAG

DOOR TAG

ELEVATION CALLOUT

DETAIL CALLOUT

DATA RACK

GI101

AXXX

GI101

LEGEND:

SCALE: 3/8" = 1'-0"

0' 6'3'1'

GI101

WBRALK

TEMP RESIDENT ENGINEER OFFICE

(REO) TRAILER PLAN

-WATER HEATER CLOSET 2'-0" 1 3 4" HOLLOW CORE - LEVER LATCH6'-8"A06A ---- CLEARWOOD-

STORAGE 3'-0" 1 3 4" SOLID CORE - LEVER LATCH W/ LOCK6'-8"A10 -- CLEARWOOD-

AutoCAD SHX Text

ESTCODE

P.T. 2x8 TOP RAIL

P.T. 11 2"x11

PICKETS @ 5" O.C.

P.T. 2x4 BOTTOM RAIL

2" DIA. PIPE

HANDRAIL, PAINT.

P.T. 2x4

3' -6

3' -0

1'-6"

2" M

72" MIN.

LEVEL LANDING

EXISTING GRADE

3' -9

1' -6

-6

3' -6

GI501

RAMP MAX SLOPE.

2"x11

PICKETS @ 5" O.C. MAX.

2" DIA. HANDRAIL

2x8 RISER

1'-4"

4x4 P.T. POST AT ENDS AND

MID-SPAN OF EACH STAIR

3' -2

4-12" DIA. ANCHOR BOLTS

2x8 GUARDRAIL

2x12 TREAD

1' 11"

2x12 STRINGER

2-SIMPSON A23

AT EACH STRINGER

2x12 SILL PLATE

2-#4 CONT.

3" 3"

11"

3' -6

3' -2

2x12 STRINGER 5" M

IN.

2x10 RIM JOISTS

3' -6

3' -2

2"x11

PICKETS @ 5" O.C. MAX.

2" DIA. HANDRAIL

5" MAX.

2x8 GUARDRAIL

5" MAX.

2x2 P.T. PICKETS AT 5" O.C.

4"x6" P.T. DECKING

4x4 P.T. POST

P.T. 2x10 BEAM PER PLAN

(2) 12"~ THRU BOLT FROM

POST TO BEAM

2" M

P.T. 2x8 TOP RAIL

P.T. 2x4 NAILER

GI501

3-2x12 STAIR STRINGERS

3'-8"

2" DIA. HANDRAIL

(2) 12"~ THRU BOLTS

FROM P.T. 2x12 STRINGER TO P.T. 4x4 POST

2"x11

PICKETS @ 5" O.C. MAX.

P.T. 2x8 TOP RAIL

4x4 P.T. POST

P.T. 2x4 NAILER

3' -6

" M

4x4 P.T. POST

P.T. 5 4"x6" DECK BOARDS

2"x11

PICKETS @ 5" O.C. MAX.

SLOPE 1:12

SEE FRAMING PLAN

2" DIA. HANDRAIL

P.T. 2x4 NAILER

P.T. 2x8 TOP RAIL

P.T. 2x8 STRINGERS @ 16" O.C.

P.T. 2x10 RIM JOIST

P.T. 2x10 BEAM

(2) 12"~ THRU BOLTS FROM

POST TO BEAM

P.T. 2x4 LEDGER

3' -6

" M

3'-8" MIN.

(2) 12"~ THRU BOLTS FROM

POST TO POST

P.T. 4x4 POST

P.T. 5 4"x6" DECKING BOARDS

P.T. 2x8 DECK JOIST

P.T. 2x4 LEDGER

P.T. 2x10 BEAM P.T. 2x8 JOIST

(2) 12"~ THRU BOLTS POST TO BEAM

(2) 12"~ THRU BOLTS POST TO POST

STAGGER BOLTS EQUALLY

RAMP INTERSECTING

DECK BEYOND

3' -9

6" 1'

-6

1' -6

3' -6

1'-4" DIA.

#5x10" LONG

THROUGH POST

6" GRAVEL BASE

P.T. 2x10 RIM JOIST

P.T. 2x4 LEDGER

P.T. 5 4"x6" DECKING BOARDS

P.T. 2x8 JOIST

(2) 12"~ THRU BOLTS

P.T. 2x4 NAILER

P.T. 11 2"x11

PICKETS @ 5" O.C.

P.T. 2x10 BEAM3"

P.T. 4x4 POST

P.T. 5 4"x6" DECKING BOARDS

P.T. 2x8 DECK JOIST

P.T. 2x4 LEDGER

P.T. 2x10 BEAMP.T. 2x8 JOIST

RAMP INTERSECTING

DECK BEYOND

P.T. 2x4 LEDGER

3' -6

1'-6"

2" M

P.T.

4"x6" DECK

BOARDS

P.T. 2x10 @ 16" O.C.

4x4 P.T. POST

SEE DETAIL 1/A-050 FOR

TYPICAL FOOTING DETAIL

P.T. 2x4 NAILER

EXISTING GRADE

3' -9

1' -6

-6

3' -6

NOTES:

1. REFER TO GENERAL NOTES UNDER

''EXTERIOR DECKS, STAIRS, RAMPS'' ON

SHEET GI100.

SCALE:C1 TYP. RAMP DETAIL

3/4" = 1'-0"

SCALE:C4 TYP. RAMP DETAIL

3/4" = 1'-0"

SCALE:B6 RAMP SECTION

3/4" = 1'-0"

SCALE:D1 DECK SECTION

3/4" = 1'-0"

SCALE:D4 TYP. STAIR DETAIL

3/4" = 1'-0"

SCALE:D6 STAIR SECTION

3/4" = 1'-0"

SCALE:F1 TYP. STAIR DETAIL

3/4" = 1'-0" SCALE:F4 RAMP CONNECTION

3/4" = 1'-0" SCALE:F6 TYP. EXT. DECK & FOOTING DETAIL

3/4" = 1'-0"

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

GI501

WBRALK

TEMP RESIDENT ENGINEER OFFICE

(REO) DETAILS

SCALE: 3/4" = 1'-0"

AutoCAD SHX Text 7"

AutoCAD SHX Text P.T. 2x10 BEAM

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

N A

ENTR

ANCE

FOYE

MECH ENCLO

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

C P2

5.5

137.289

TCB

CONCRETE

NCRETE

C O

N C

ETE

NCRETE

BENCH

ESW40

158.29

ESW40

158.30

BL*EB60

158.45

EB60

158.45

EB60

158.44

EB60

158.43

EB60

158.43

EB60

158.43

EC60

158.43

EB60

158.44

EB60

158.45

EB60

158.44

EB60

158.44

EB60

158.45

EB60

158.44

EC60

158.47

EB60

158.46

COL

158.46

COL

158.48

COL

158.46

COL

158.48

COL

158.48

COL

158.50

COL

158.48

COL

158.46

COL

158.48

COL

158.48

COL

158.47

COL

158.50

COL

158.46

COL

158.46

FFE

158.45

COL

158.47

COL

158.47

EB62

158.45

EB62

158.44

EB62

158.43

EB62

158.45

158.44

EB62

158.45

EB62

158.45

158.15

158.49

BENCH

158.46

BENCH

158.48

BENCH

158.47

BENCH

158.46

BENCH

158.48

BENCH

158.48

BENCH

158.47BENCH

158.47

BENCH

158.48

BENCH

158.48

BENCH

158.47

BENCH

158.47 BENCH

158.48

BENCH

158.48

BENCH

158.47BENCH

158.46

COL

158.46

COL

158.47

COL

158.47

COL

158.47

COL

158.48

COL

158.46

COL

158.48

158.47

COMMITTAL

SHELTER SIGN

GRAVEL DRIVE W

ITH CONCRETE CURB BORDER

CONCRETE SIDEWALK

ASPHALT DRIVEWAY

CONCRETE SIDEWALK

ASPHALT DRIVEWAY

CONCRETE SIDEWALKASPHALT DRIVEWAY

ASPHALT DRIVEWAY

ASPHALT

RIV

D R

C O

N C

D R

C O

N C

152.061

EG1

152.006

EG1

152.134

EG1

151.932

EG2

152.002

EG2

152.124

EG2

BIO RETENTION

POND 1

BIO RETENTION

POND 2

TEMPORARY POND

O N

P O

BIO RETENTION

POND 4

BIO RETENTION

POND 5

BIO RETENTION

POND 6

IRRIGATION POND

BIO RETENTION

POND 8

EXISTING SITE PERIMETER FENCE

NEW SITE PERIM

ETER FENCE

EXISTING SITE PERIMETER FENCE

PH100

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

PHASING - OVERALL SITE PLAN

SCALE:1 PHASING - OVERALL SITE PLAN

1 = 1500

15075150

SCALE: 1:1500

30 45 60

SHEET NOTES:

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

DISTURBING ACTIVITIES.

2. ASPHALT ROADS TO REMAIN CLEAR OF MUD, DEBRIS, AND ARE TO REMAIN OPEN FOR CEMETERY STAFF

AND THE PUBLIC AT ALL TIMES.

3. AT LEAST TWO COMMITTAL SHELTERS MUST REMAIN OPERATIONAL AT ALL TIMES DURING

CONSTRUCTION. COORDINATE WITH THE COR OR RESIDENT ENGINEER AND SUBMIT PROJECT

SCHEDULE WITHIN TWO WEEKS OF PROJECT AWARD.

4. CONSTRUCTION FENCING MUST BE PLACED IN THE LEAST DISRUPTIVE MANNER TO THE CEMETERY AND ITS VISITORS IN ORDER TO ACCOMPLISH WORK DESCRIBED IN THIS PROJECT. NOTIFY THE COR AND RESIDENT ENGINEER AT LEAST 7 DAYS IN ADVANCE FOR ANY TEMPORARY CLOSURE OF A ROADWAY.

5. DEMOLITION WORK NEEDED TO COMPLETE NEW WORK MUST BE REPAIRED AT THE END OF EACH

PHASE. ALL DAMAGE TO EXISTING CONDITIONS MUST BE REPAIRED IMMEDIATELY.

6. SITE PERIMETER FENCING HAS VARYING EXISTING CONDITIONS AND TOPOGRAPHY. IF ISSUES ARISE DURING CONSTRUCTION THAT REQUIRE ANY MODIFICATIONS TO THE PERIMETER FENCING, NOTIFY THE

COR AND RESIDENT ENGINEER IMMEDIATELY.

7. FINAL INSPECTION MUST BE COMPLETED AT THE END OF EACH PHASE PRIOR TO STARTING THE NEXT

PHASE OF WORK.

LEGEND:

POND FENCING

OVERALL PHASING SCHEDULE

PHASE 1 (SEE SHEET PH111 FOR ADDITIONAL DETAILS):

CONSTRUCTION

ENTRANCE AND

LAYDOWN YARD

SHEET GI002

PRIOR TO THE COMMENCEMENT OF ALL OTHER WORK, ESTABLISH THE MAIN CONSTRUCTION ENTRANCE FOR THE

ENTIRE DURATION OF THE PROJECT AND ESTABLISH THE MAIN CONTRACTOR LAYDOWN YARD.

TRAFFIC

CONTROLS

INSTALL ALL NECESSARY TRAFFIC CONTROL MEASURES TO CREATE A ONE WAY ROAD IN THE EASTBOUND DIRECTION.

TEMPORARY TRAFFIC CONTROLS MUST REMAIN IN PLACE UNTIL ALL CONSTRUCTION FENCING HAS BEEN REMOVED AT

THE END OF THIS CONSTRUCTION PHASE.

POND WORK

INSTALL CONSTRUCTION FENCING AS SHOWN FOR INSTALLATION OF POND LINERS, NEW SAFETY FENCES, AND

LANDSCAPING.

IRRIGATION

IR SERIES SHEETS

IRRIGATION WORK WHERE NEW PLANTINGS OCCUR MUST BE INSTALLED PRIOR TO THE INSTALLATION OF PLANTINGS

AND LANDSCAPING WORK.

LANDSCAPING

LP SERIES SHEETS

LANDSCAPING WORK TO BE PERFORMED AFTER THE COMPLETION OF POND SAFETY FENCING AND IRRIGATION WORK.

SEE LP SERIES SHEETS FOR FURTHER DETAILS.

PHASE 2 (SEE SHEET PH121 FOR ADDITIONAL DETAILS):

TRAFFIC

CONTROLS

INSTALL ALL NECESSARY TRAFFIC CONTROL MEASURES TO CREATE A ONE WAY ROAD IN THE EASTBOUND DIRECTION.

TEMPORARY TRAFFIC CONTROLS MUST REMAIN IN PLACE UNTIL ALL CONSTRUCTION FENCING HAS BEEN REMOVED AT

THE END OF THIS CONSTRUCTION PHASE.

P.O.W./M.I.A AREA P.O.W. / M.I.A. WORK TO BE PERFORMED CONCURRENTLY WITH OTHER WORK WITHIN PHASE 2.

POND WORK

INSTALL CONSTRUCTION FENCING AS SHOWN FOR INSTALLATION OF POND LINERS, NEW SAFETY FENCES, AND

LANDSCAPING.

FRENCH DRAIN

INSTALLATION OF FRENCH DRAIN TO BE COMPLETED CONCURRENTLY WITH THE INSTALLATION AND PHASING OF THE FENCING. INSTALL CONSTRUCTION FENCING SO THAT IT IS ON THE EDGE OF THE STREET CLOSEST TO THE FRENCH

DRAIN, BUT DOES NOT RESTRICT NORMAL ROAD AND SERVICE ACTIVITIES.

IRRIGATION

IR SERIES SHEETS

IRRIGATION WORK WHERE NEW PLANTINGS OCCUR MUST BE INSTALLED PRIOR TO THE INSTALLATION OF PLANTINGS

AND LANDSCAPING WORK.

LANDSCAPING

LP SERIES SHEETS

LANDSCAPING WORK TO BE PERFORMED AFTER THE COMPLETION OF POND SAFETY FENCING AND IRRIGATION WORK.

SEE LP SERIES SHEETS FOR FURTHER DETAILS.

PHASE 3 (SEE SHEET PH131 FOR ADDITIONAL DETAILS):

TRAFFIC

CONTROLS

INSTALL ALL NECESSARY TRAFFIC CONTROL MEASURES TO CREATE A ONE LANE, TWO-WAY ROAD. TEMPORARY TRAFFIC CONTROLS MUST REMAIN IN PLACE UNTIL ALL CONSTRUCTION FENCING HAS BEEN REMOVED AT THE END OF

THIS CONSTRUCTION PHASE.

POND WORK

INSTALL CONSTRUCTION FENCING AS SHOWN FOR INSTALLATION OF POND LINERS, NEW SAFETY FENCES, AND

LANDSCAPING.

IRRIGATION

IR SERIES SHEETS

IRRIGATION WORK WHERE NEW PLANTINGS OCCUR MUST BE INSTALLED PRIOR TO THE INSTALLATION OF PLANTINGS

AND LANDSCAPING WORK.

LANDSCAPING

LP SERIES SHEETS

LANDSCAPING WORK TO BE PERFORMED AFTER THE COMPLETION OF POND SAFETY FENCING AND IRRIGATION WORK.

SEE LP SERIES SHEETS FOR FURTHER DETAILS.

CONCURRENT WORK:

PERIMETER

FENCING

INSTALL NEW PERIMETER FENCING FOR THE CEMETERY AS DETAILED FROM THE SURVEY. POINT OF CONNECTIONS ARE TO EXISTING PERIMETER FENCING AND ARE NOTED ON SHEET CS111. INSTALLATION OF PERIMETER FENCING TO BE

COMPLETED CONCURRENTLY WITH ALL OTHER PROJECT WORK.

IRRIGATION

IR SERIES SHEETS

SITE IRRIGATION WORK EXTENDS THROUGHOUT THE MAJORITY OF THE PUBLIC AREAS IN THE CEMETERY. IRRIGATION WORK TO BE PERFORMED CONCURRENTLY WITH ALL OTHER CONSTRUCTION ACTIVITIES. INCLUDE A BREAKDOWN OF IRRIGATION ACTIVITIES, DURATIONS, IMPACTS, AND A SCHEDULE AT THE BEGINNING OF THE PROJECT. NOTIFY THE COR

AND RE AT LEAST 7 DAYS IN ADVANCE OF STARTING WORK IN A NEW AREA.

POND 2

SHEET PH102

INSTALL CONSTRUCTION FENCING ACCORDING TO DARK DASHED LINE TO ISOLATE BIO RETENTION POND 2 FOR INSTALLATION OF POND LINER, NEW SAFETY FENCE, AND LANDSCAPING. INSTALL CONSTRUCTION FENCING SO THAT IT IS FLUSH AGAINST THE OUTSIDE OF THE CURRENT PERMANENT FENCING WHERE PRESENT ALONG THE DARK DASHED OUTLINE. WORK FOR BIO RETENTION POND 2 TO BE COMPLETED CONCURRENTLY WITH ALL OTHER PROJECT WORK.

TEMPORARY POND

SHEET PH103

INSTALL CONSTRUCTION FENCING ACCORDING TO DARK DASHED LINE TO ISOLATE THE TEMPORARY POND FOR INSTALLATION OF POND LINER, NEW SAFETY FENCE, AND LANDSCAPING. INSTALL CONSTRUCTION FENCING SO THAT IT IS ON THE EDGE OF THE ROAD CLOSEST TO THE POND, BUT DOES NOT RESTRICT NORMAL ROAD AND SERVICE ACTIVITIES. WORK FOR THE TEMPORARY RETENTION POND TO BE COMPLETED CONCURRENTLY WITH ALL OTHER

PROJECT WORK.

PHASE 1

PHASE 2

PHASE 3

CONSTRUCTION FENCING

ENLARGED SHEET CALLOUT

COAST GUARD MARINES

AIR FORCE

NAVY

ARMY

KEYPLAN:

PH102

PH103

PH111

PH121

PH131

PH103

PH102

PHASE 1

PHASE 2

PHASE 3

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