Fort Bliss Gravesite Expansion BD Part 8.pdf

13'-0"

'-0

FL2

FL3

FL1

FL5

FL6

EXISTING

HONOR

GUARD

SHELTER

(NIC)

EXISTING

COMMITTAL

SHELTER

3 TYP

FL4

TURF

AREA

TURF

AREA

4 TYP

FL4

CONTROL JOINT,

TYP - SEE

STRUCTURAL

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING OTHER SYSTEMS. THIS INCIDENTAL WORK

MUST BE PART OF THIS CONTRACT. INSPECT THESE AREAS TO ASCERTAIN WORK

REQUIRED AND PERFORM THE WORK IN ACCORDANCE OF CONTRACT

REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE NEW

CONDITION.

5. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

6. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

7. SEE PHOTO DETAIL 5 THIS SHEET FOR EXISTING STRUCTURE CONDITION.

8. REFER TO STRUCTURAL FOR REQUIRED CONCRETE JOINTING TYPES, LOCATIONS

AND DETAILS.

9. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT,

AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE

WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY

INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT. REFER TO

GENERAL REQUIREMENTS SPECIFICATION SECTION 010002.

10. REFER TO PROJECT MATERIAL SCHEDULE ON THIS SHEET AND PROJECT

SPECIFICATIONS FOR SPECIFIC PRODUCT SELECTION REQUIREMENTS

11. MANUFACTURER'S TRADE NAMES AND NUMBERS USED IN MATERIAL SCHEDULES

ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND PATTERNS. PRODUCTS

OF OTHER MANUFACTURERS CONSISTENT WITH THE COLORS, FINISHES, TEXTURES,

PATTERNS AND, AT MINIMUM, MEETS THE TECHNICAL SPECIFICATIONS WILL BE

REVIEWED IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 23 SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES

DEMOLITION PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE1

DEMOLISH EXISTING REINFORCED CONCRETE SLAB AND ANY ASSOCIATED

EXPANSION JOINT MATERIAL BETWEEN REMOVED SLAB AND ADJACENT

PAVEMENT OR STRUCTURE

DE2

REMOVE AND SALVAGE EXISTING METAL BENCHES AND FASTENING

HARDWARE

DE3 EXISTING CONCRETE SIDEWALK NOT IN CONTRACT

13'-0" (DEMO SLAB)

'-0

D E

M O

S

LA

B

DE1

DE2

3 TYP

EXISTING

HONOR

GUARD

SHELTER

DE3

(NIC)

EXISTING

COMMITTAL

SHELTER

TURF

AREA

TURF

AREA

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT..

3. ALL DISTURBED AREAS, TURF, WALKWAYS, COLUMN FINISHES, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

4. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

5. SALVAGED ITEMS NOTED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

6. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

7. SEE STRUCTURAL, CIVIL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR

RELATED DEMOLITION AND PREP WORK.

8. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES,

EQUIPMENT, AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR

ADJACENT TO THE WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO

NOT UNREASONABLY INTERFERE WITH THE WORK REQUIRED UNDER THIS

CONTRACT. REFER TO GENERAL REQUIREMENTS SPECIFICATION SECTION 010002.

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1

REINFORCED CONCRETE SLAB W/ COLOR ADMIXTURE TO MATCH

ADJACENT EXISTING CONCRETE SIDEWALK - SEE STRUCTURAL AND

DIVISION 3 SPECIFICATIONS

FL2

PROTECT (4) EXISTING STONE VENEERED COLUMNS. COLUMN BASE IS

UNEVEN, NOT A STRAIGHT LINE AS GRAPHICALLY SHOWN. SEE PHOTO

DETAIL 4 THIS SHEET

FL3

REINSTALL (3) BENCHES SALVAGED DURING DEMOLITION AND REFASTEN

TO CONCRETE SLAB. REPLACE OR ADD ANY MISSING OR BROKEN

FASTENING HARDWARE IN KIND WITH EXISTING AT NO ADDITIONAL

CHARGE, PAINT ALL BENCH FASTENERS COLOR TO MATCH BENCHES,

TYPICAL FASTENING SHOWN IN PHOTO DETAIL 3 THIS SHEET

FL4

CONTINUOUS CONTROL JOINT AT BOUNDARY BETWEEN EXISTING AND

NEW CONC SLAB AND AT ALL (4) COLUMN BASES- SEE STRUCTURAL

FL5

LINE OF ROOF OVERHANG ABOVE. LOW POINT OF ROOF STRUCTURE

APPROXIMATELY 10'-0" ABOVE SLAB

FL6 EXISTING ADJACENT CONC SIDEWALK NOT IN CONTRACT

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

DE10

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

8'-0"

DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

XXXX-

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATION

WALL TAG

OFFICE

ROOM NAME AND

NUMBER DETAIL REFERENCE

TAG

EXTERIOR SECTION

REFERENCE TAG

KEY NOTE

A GRIDLINE

REVISION TAG

PR01 REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

XXXX-

AE2O1

1A

XXXX-

AE2O1

1A

MATERIAL LEGEND

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

BRICK

BRICK

CONCRETE

GYPSUM BOARD

GRAVEL / FILL

PLYWOOD

EARTH

PLAN & SECTION SECTION

ELEVATION

NEW CONSTRUCTION

CMU

RIGID INSULATION

SPRAY FOAM

STONE

WOOD - HORIZONTAL

WOOD - VERTICAL

FIRE PROOFING

CMU

CONCRETE

METAL

MORTAR NET

SOLID SURFACE

STONE

BATT INSULATION

STUCCO

SITE KEY MAP NTS

HONOR

GUARD

SHELTER -

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs

\j tu c h te n h a g e n \D o c u m e n ts

\1

-H

G -A

-2 jt u c h te n h a g e n a e

-m n .c o m

.r v t

/1

/2

:0

:1

A

M

3302-AE111

HONOR GUARD SHELTER - DEMO PLAN AND

FLOOR PLAN

FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVE, EL PASO,TX

886CM3026

JUNE 15, 2026 CM RG

18528

0 4' 8'2'1/4" = 1'-0"

FLOOR PLAN

1/4" = 1'-0"

DEMO FLOOR PLAN

0 4' 8'2'

NOT TO SCALE3

PHOTO DETAIL - BENCH FASTENING

NOT TO SCALE4

PHOTO DETAIL - COLUMN BASE

NOT TO SCALE5

PHOTO DETAIL - EXISTING STRUCTURE

03 30 53

CONC SLNT LIQUID DENSIFIER/SEALER SIKA USA SIKAFLOOR-959 SC CLEAR N/A

SPEC NO. CODE MATERIAL MANUFACTURER STYLE COLOR SIZE REMARKS

BLDG 3302 - MATERIAL SCHEDULE

Revisions: Date: 101 of 155

BASE BID

PUMP

ROOM

3W01-

AE111

3W01-

AE111

3W01-

AE111

2' -0

'-8

2' -0

2'-0" 22'-8" 2'-0"

ROOF OVERHANG ABOVE

3W01-

AE111

4SIM

+/- 26'-8"

6'

-8

RO1

RO2

RO3

RO4

FIRST LEVEL

100'-0"

E X

IS

T

IN

G

T O

P O

F E

A V

E H

E

IG

H T

'-5

E X

IS

T

IN

G

S

LO

P E

D R

O O

F H

E

IG

H T

1'

-4

RO2

TOP OF GRADE

FIRST LEVEL

100'-0"

E X

IS

T

IN

G

S

LO

P E

D R

O O

F H

E

IG

H T

1'

-4

E X

IS

T

IN

G

T O

P O

F E

A V

E H

E

IG

H T

'-5

RO1

TOP OF GRADE

RO4

EAST

ELEVATION

ONLY

RO3

EAST

ELEVATION

ONLY

WEST

ELEVATION

ONLY

FIRST LEVEL

100'-0"

E X

IS

T

IN

G

S

LO

P E

D R

O O

F H

E

IG

H T

1'

-4

E X

IS

T

IN

G

T O

P O

F E

A V

E H

E

IG

H T

'-5

RO3

RO1

TOP OF GRADE

ROOF PLAN AND ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RO1

REMOVE REMNANTS OF FAILED EAVE CLOSURE AND ASSOCIATED CLAY

TILE IF DAMAGED OR MISALIGNED.PROVIDE EAVE CLOSURE AND REALIGN,

REFASTEN, OR INSTALL NEW CLAY TILE AS NEC TO PROVIDE ALIGNED,

SECURED, UNDAMAGED TILES IN THIS AREA (5 SF MAX AREA). SEE PHOTO

DETAIL 6 THIS SHEET.

RO2

REMOVE AND REPLACE CRACKED AND/OR CHIPPED CLAY TILES IN THIS

AREA. ADDITIONALLY, REMOVE UP TO A TOTAL OF 10 CLAY ROOF TILES,

INCLUDING THE ONES IN THIS HATCHED AREA, FOR THE ENTIRE ROOF FOR

ANY OTHER OBSERVED CRACKED OR CHIPPED CLAY ROOF TILES, AS

IDENTIFIED BY THE VA COR DURING CONSTRUCTION. SEE PHOTO DETAIL 7

THIS SHEET.

RO3

REALIGN AND RE-SECURE MISSALIGNED TILE AT ROOF EDGE. REPLACE

TILE IF NECESSARY. MODIFY ADJACENT TILES AS NECESSARY TO ENSURE

PROPER ALIGNMENT AT ROOF EDGE. SEE PHOTO DETAIL 8 THIS SHEET.

RO4

REMOVE AND REPLACE CRACKED AND/OR CHIPPED CLAY TILES IN THIS

AREA. REALIGN AND RESECURE MISSALIGNED TILES AT ROOF EDGE (5 SF

MAX AREA). SEE PHOTO DETAIL 9 THIS SHEET.

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. ALL DISTURBED AREAS DAMAGED BY DEMOLITION WORK MUST BE PATCHED TO

MATCH ADJACENT AREA.

4. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS.

5. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

6. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES,

EQUIPMENT, AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR

ADJACENT TO THE WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO

NOT UNREASONABLY INTERFERE WITH THE WORK REQUIRED UNDER THIS

CONTRACT. REFER TO GENERAL REQUIREMENTS SPECIFICATION SECTION 010002.

SYMBOL LEGEND

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

AREA OF DEMO /

PATCHWORK

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

4. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

5. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT,

AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE

WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY

INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT. REFER TO

GENERAL REQUIREMENTS SPECIFICATION SECTION 010002.

SITE KEY MAP NTS

IRRIGATION

PUMP HOUSE-

3W01

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \j tu c h te n h a g e n \D o c u m e n ts

\1

-I R

R P

U M

P E

N C

L -A

-R jt u c h te n h a g e n a e

-m n

.c o m .r v t

/1

/2

:1

:3

A

M

3W01- AE111

IRRIGATION PUMP HOUSE - FLOOR & ROOF

PLANS AND EXTERIOR ELEVATIONS

FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVE, EL PASO,TX

886CM3026

3W01

JUNE 15, 2026 CM RG

18528

0 4' 8'2' 1/4" = 1'-0"

FLOOR PLAN

1/4" = 1'-0"

ROOF PLAN

0 4' 8'2'

1/4" = 1'-0"

EXTERIOR ELEVATION - NORTH

1/4" = 1'-0"

EXTERIOR ELEVATION - EAST ( WEST SIMILAR)

1/4" = 1'-0"

EXTERIOR ELEVATION - SOUTH

0 4' 8'2' 0 4' 8'2' 0 4' 8'2'

NOT TO SCALE7

PHOTO DETAIL - ROOF DAMAGE AREA KEYNOTE RO2

NOT TO SCALE6

PHOTO DETAIL - ROOF DAMAGE AREA KEYNOTE RO1

NOT TO SCALE8

PHOTO DETAIL - ROOF DAMAGE AREA KEYNOTE RO3

NOT TO SCALE9

PHOTO DETAIL - ROOF DAMAGE AREA KEYNOTE RO4

Revisions: Date: 102 of 155

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING OTHER DISCIPLINES AND OTHER SYSTEMS.

THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT. INSPECT THESE AREAS

TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK IN ACCORDANCE OF

CONTRACT REQUIREMENTS.

2. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

4. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR AND TO A LIKE NEW CONDITION.

5. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

6. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

7. ALL REFURBISHMENT ACTIVITIES TO REMAIN ONSITE, UNLESS OTHERWISE

APPROVED BY THE VA COR.

8. SEE PHOTOS 1 AND 2 ON SHEET 4101-AE501 FOR EXISTING MILITARY SEALS

FASTENING CONDITIONS TO MATCH.

9. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT,

AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE

WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY

INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT. REFER TO

GENERAL REQUIREMENTS SPECIFICATION SECTION 010002.

10. REFER TO PROJECT MATERIAL SCHEDULE ON THIS SHEET AND PROJECT

SPECIFICATIONS FOR SPECIFIC PRODUCT SELECTION REQUIREMENTS

11. MANUFACTURER'S TRADE NAMES AND NUMBERS USED IN MATERIAL SCHEDULES

ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND PATTERNS. PRODUCTS

OF OTHER MANUFACTURERS CONSISTENT WITH THE COLORS, FINISHES, TEXTURES,

PATTERNS AND, AT MINIMUM, MEETS THE TECHNICAL SPECIFICATIONS WILL BE

REVIEWED IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 23 SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES

4101-

AE201

DE1

DE2 DE2

DE2

DE2 DE2

DE3

4101-

AE201

4101-

AE201

4101-

AE201

LECTERN

DE3

DE3

DE3DE3DE3DE3

DE3

DE3

4101-

AE201

FL6

4101-

AE201

4101-

AE201

4101-

AE201

FL1 FL1 FL1 FL1

FL5

FL5

FL7

FL2

FL8.2

FL8.1

FL9

FL1 FL3

4101-

AE201

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

FL10

LECTERN

D O

W N

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

HIGH POINT

E Q

E Q

E Q

E Q

EQ EQ

TYP

FL8.2

FL8.2

FL8.2

FL8.2 FL8.2FL8.2 FL8.2

FL11

1' -3

FL4

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE

FINISH SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION

SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS,

UNLESS NOTED OTHERWISE. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE

REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

14. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES,

EQUIPMENT, AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR

ADJACENT TO THE WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO

NOT UNREASONABLY INTERFERE WITH THE WORK REQUIRED UNDER THIS

CONTRACT. REFER TO GENERAL REQUIREMENTS SPECIFICATION SECTION 010002.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

8'-0"

DIMENSION LINE,

ACTUAL

8'-0" EXTENDED

DIMENSION LINE,

ACTUAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATION

AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

FLOOR PLAN KEY NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1

REINSTALL 24" DIA MILITARY SEALS FASTENED TO NEW 1 3/4" DIA PAINTED

STEEL POST WITH NEW FASTENERS IN-KIND WITH EXISTING. POST HEIGHT

TO MATCH EXISTING. EMBED STEEL POST IN REINF CONC FOOTING PER

DETAIL 4/4001-S-101. REFURBISH EXISTING BRONZE SEALS BY STRIPPING

EXISTING LACQUER USING CHEMICAL METHODS. APPLY NEW COAT OF

LACQUER.

FL2 EXISTING GRANITE BORDER ALONG ENTIRE STRUCTURE PERIMETER

FL3

INSTALL 24" DIA BRONZE MILITARY SEAL FASTENED TO 1 3/4" DIA PAINTED

STEEL POST. POST HEIGHT SHALL MATCH EXISTING. EMBED STEEL POST

IN REINF CONC FOOTING PER DETAIL 4/4001-S-101.

FL4

PROVIDE NEW 270 SF REINF INTEGRALLY COLORED CONC SLAB W/

CENTRAL HIGHPOINT AND CONSISTENT SLOPE DOWNWARD TO PERIMETER

EDGES TO FACILITATE EVEN DRAINING. PROVIDE LIQUID DENSIFIER

SURFACE TREATMENT FOR ENTIRETY OF EXPOSED SLAB - SEE

STRUCTURAL

FL5 EXISTING GUTTER CUT IN GRANITE COPING

FL6

PROVIDE 3/8" WIDE BOND BREAK BETWEEN CONCRETE AND NATURAL

STONE WITH CONTINUOUS EXPANSION JOINT FILLER AND JOINT SEALANT,

COLOR TO MATCH NEW FINISHED SLAB.

FL7 CONCRETE CONTROL JOINT SEE STRUCTURAL

FL8.1

REMOVE PAINT FROM (2) WROUGHT IRON STAIR RAILINGS AND

ASSOCIATED POSTS AND BALUSTERS USING CHEMICAL METHODS. HEAT

WELD DISCONNECTED SEGMENTS OF WROUGHT IRON STAIR RAILING BACK

TOGETHER, MAX 8 LF WELDING PER RAILING, REMOVE RUST WITH A RUST

NEUTRALIZER BEFORE PRIMING. APPLY PRIMER, INTERMEDIATE AND TOP

PAINT COATS TO BOTH WROUGHT IRON RAILINGS, POSTS AND BALUSTERS

(P-10). SEE MATERIAL SCHEDULE ON THIS SHEET AND SPECIFICATIONS

FOR MORE INFORMATION

FL9 REPAIR TURF AREAS DAMAGED DURING CONSTRUCTION

FL10

REPOINT UP TO 4 LINEAL FEET OF MORTAR AT BASE OF COLUMN AND

WHERE INDICATED BY THE VA COR. COLOR TO MATCH ADJACENT EXISTING

MORTAR. SEE PHOTO, DETAIL 3/4101-AE501

FL11 EXISTING GRANITE STEPS TO REMAIN

FL8.2

REMOVE PAINT FROM (2) WROUGHT IRON GUARDRAILS AND ASSOCIATED

POSTS AND BALUSTERS USING CHEMICAL METHODS. REMOVE RUST WITH

A RUST NEUTRALIZER BEFORE PRIMING. APPLY PRIMER, INTERMEDIATE

AND TOP PAINT COATS TO GUARDRAILS, POSTS AND BALUSTERS (P-10).

SEE MATERIAL SCHEDULE ON THIS SHEET AND SPECIFICATIONS FOR

MORE INFORMATION

DEMOLITION KEY NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE1

CAREFULLY REMOVE REINFORCED CONC FLOOR SLAB IN IT'S ENTIRETY,

APPROX 270 SF, SO AS NOT TO DAMAGE EXISTING STRUCTURE, INCLUDING

BUT NOT LIMITED TO GRANITE PERIMETER WALL

DE2

REMOVE EXISTING MILITARY SEALS, POSTS, HARDWARE AND FOOTINGS.

SALVAGE SEALS FOR REINSTALLATION IN NEW LOCATION.

DE3

EXISTING STAIR RAIL AND ROSTRUM GUARDRAILS TO REMAIN IN PLACE;

SEE FLOOR PLAN FOR REFINISHING OF THESE ELEMENTS.

MATERIAL LEGEND

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

BRICK

CONCRETE

GYPSUM BOARD

GRAVEL / FILL

PLYWOOD

EARTH

PLAN & SECTION SECTION

NEW CONSTRUCTION

CMU

RIGID INSULATION

SPRAY FOAM

STONE

FIRE PROOFING

METAL

MORTAR NET

SOLID SURFACE

BATT INSULATION

SITE KEY MAP NTS

ROSTRUM

-4101

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs

\c z u p a n

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-R O

S T

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-R c z u p a n

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X .r v t

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/2

:4

:5

P

M

4101- AE111

ROSTRUM - DEMOLITION AND FLOOR PLAN FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVE, EL PASO,TX

886CM3026

JUNE 15, 2026 CM RG

18528

0 4' 8'2' 0 4' 8'2' 1/4" = 1'-0"

DEMOLITION PLAN

1/4" = 1'-0"

FLOOR PLAN

INTERMEDIATE AND TOPCOATS: LATITUDE EXTERIOR ACRYLIC - SATIN MATCH EXISTING N/A

P-11 PAINT SHERWIN WILLIAMS

PRIMER: EXTERIOR OIL-BASED WOOD PRIMER MATCH EXISTING N/A

INTERMEDIATE AND TOPCOATS: PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL - GLOSS MATCH EXISTING N/A

09 91 00 P-10 PAINT SHERWIN WILLIAMS

PRIMER: PRO INDUSTRIAL KEM KROMIK UNIVERSAL METAL PRIMER MATCH EXISTING N/A

SPEC NO. CODE MATERIAL MANUFACTURER STYLE COLOR SIZE REMARKS

BLDG 4101 - MATERIAL SCHEDULE

Revisions: Date: 103 of 155

T.O FLOOR SLAB

100'-0"

EL2

EL5

EL9

4101-

AE201

EL10EL7EL7EL7EL9

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

C

IA

'-6

TOP OF GRADE

EL5 EL5

T.O FLOOR SLAB

100'-0"

'-6

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

DEL1

FASCIA BD REMOVAL

UP TO +/- 20' -0"

DEL5

DEL2

TOP OF GRADE

DEL5DEL5

T.O FLOOR SLAB

100'-0"

EL2

EL3

EL4

EL5

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

'-6

" EL9

TOP OF GRADE

EL1

T.O FLOOR SLAB

100'-0"

EL2

EL3

EL4

EL5

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

'-6

TOP OF GRADE

EL9

NOTES FOR EXTERIOR WOOD REPAIR WORK

1. PROVIDE WOOD FASCIA PAINT MOCK-UPS AS NECESSARY TO PRODUCE A PAINT TYPE,

GLOSS AND COLOR MATCH TO THE EXISTING PAINTED WOOD CORNICE WITH THE VA'S

APPROVAL.

2. REMOVE AND SALVAGE FOR REUSE EXISTING METAL ROOF TRIM PIECES TO ACCESS

EXISTING FASCIA BOARD FOR FASCIA BOARD REMOVAL, REPLACEMENT AND

REPAINTING AS NECESSARY.

3. REMOVE PAINT FROM ALL WOOD CORNICE COMPONENTS BY USING THE GENTLEST

METHOD POSSIBLE (HANDSCRAPING OR HANDSANDING) TO THE NEXT SOUND LAYER.

4. PREP NEW FASCIA WOOD FOR NEW EXTERIOR PAINT.

5. PRIME AND PROVIDE TOP FINISH COAT OF OPAQUE PAINT TO MATCH EXISTING.

6. REINSTALL/REATTACHED ROOF FLASHING PREVIOUSLY REMOVED TO ACCESS THE

FASCIA BOARD

7. OUTLOOKERS NOT DETAILED ON ELEVATIONS. SEE PHOTOS ON SHEET 4101-AE501

FOR TYPICAL 4" X 8" OUTLOOKERS SPACED AROUND ENTIRE STRUCTURE ROOFLINE

T.O FLOOR SLAB

100'-0"

'-6

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

EL1

EL5

EL4

4101-

AE201EL2

TOP OF GRADE

UP TO 20'-0" FASCIA REPLACEMENT

EL3

EL5

ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

EL1

REPLACE FASCIA BOARD IN-KIND WITH EXISTING, MATCH SIZE OF MEMBER

DEMOLISHED. SEE NOTES FOR EXTERIOR WOOD REPAIR WORK THIS

SHEET.

EL2

PREP ALL WOOD CORNICE AND OUTLOOKER SURFACES FOR NEW

EXTERIOR PAINT (P-11). PRIME AND PROVIDE TOP FINISH COAT OF

OPAQUE PAINT TO MATCH EXISTING. REINSTALL/ATTACH ALL ROOF

FLASHING PREVIOUSLY REMOVED TO ACCESS FASCIA BOARD

EL3

REMOVE PAINT FROM (2) WROUGHT IRON STAIR RAILINGS AND

ASSOCIATED POSTS AND BALLUSTERS USING CHEMICAL METHODS. HEAT

WELD DISCONNECTED SEGMENTS OF WROUGHT IRON RAILING BACK

TOGETHER, MAX 8 LF WELDING PER RAILING. APPLY EPOXY PRIMER,

INTERMEDIATE AND TOP COATS TO BOTH WROUGHT IRON STAIR RAILINGS,

POSTS AND BALUSTERS (P-10). SEE PHOTO DETAILS 5 AND 6 ON SHEET

4101/AE201 FOR OVERALL AND DETAILED EXISTING CONDITIONS OF STAIR

RAIL

EL4 EXISTING GRANITE STEPS TO REMAIN

EL5

REMOVE PAINT FROM WROUGHT IRON GUARDRAILS AND ASSOCIATED

POSTS AND BALLUSTERS USING CHEMICAL METHODS. APPLY EPOXY

PRIMER, INTERMEDIATE AND TOP COATS TO BOTH WROUGHT IRON STAIR

RAILINGS, POSTS AND BALUSTERS (P-10). SEE PHOTO DETAILS 4 THRU 6

ON SHEET 4101/AE201 EXISTING CONDITIONS OF GUARDRAIL.

EL6 NOT USED

EL7

REINSTALL MILITARY SEALS SALVAGED DURING DEMOLITION. FASTEN TO

METAL POST SET IN NEW REINFORCED CONCRETE FOOTING. SEE FLOOR

PLAN FOR MORE INFORMATION

EL8

PROVIDE NEW 270 SF REINFORCED CONC FLOOR W/ CENTRAL HIGHPOINT

AND CONSISTENT SLOPE DOWNWARD TO PERIMETER EDGES TO

FACILITATE EVEN DRAINING. EPOXY NEW REINFORCED SLAB INTO

EXISTING - SEE STRUCTURAL

EL9

REFURBISH EXISTING BRONZE MILITARY SEALS BY STRIPPING EXISTING

LACQUER. APPLY NEW COAT OF LACQUER. EXISTING POST AND FOOTING

TO REMAIN. REINSTALL SEALS IF REMOVED FOR REFURBISH WORK.

EL10

INSTALL MILITARY SEAL FASTENED TO METAL POST WHICH IS EMBEDDED

IN REINFORCED CONCRETE FOOTING. SEE FLOOR PLAN FOR MORE

INFORMATION

DEMOLITION ELEVATION KEY NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH ELEVATION

DEL1

REMOVE PAINT FROM WOOD CORNICE AND OUTLOOKERS AROUND ENTIRETY OF

STRUCTURE.

DEL2

REMOVE AND DISCARD UP TO 20 LF 2X4 FASCIA BOARD TO ALLOW COMPLETE

REMOVAL OF THE +/- 10 LF DAMAGED SEGMENT TO THE NEAREST BUTT JOINTS IN

THE FASCIA BOARD. SEE PHOTO DETAILS 4 AND 7 ON SHEET 4101/AE201

DEL3

REMOVE EXISTING MILITARY SEALS, POSTS, HARDWARE AND FOOTINGS. SALVAGE

SEALS FOR REINSTALLATION IN NEW LOCATION.

DEL4

REMOVE MECHANICALLY FASTENED MILITARY SEALS ONLY IF NECESSARY FOR

REFINISHING. SALVAGE ALL HARDWARE FOR REUSE

DEL5

EXISTING STAIR RAIL AND ROSTRUM GUARDRAILS TO REMAIN IN PLACE; SEE FLOOR

PLAN FOR REFINISHING OF THESE ELEMENTS.

T.O FLOOR SLAB

100'-0"

DEL1

DEL5

DEL3

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

3'

-6

DEL4

TOP OF GRADE

DEL5DEL5

T.O FLOOR SLAB

100'-0"

DEL1

DEL3DEL4 DEL3DEL3 DEL4

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

'-6

TOP OF GRADE

DEL5DEL5 DEL5

T.O FLOOR SLAB

100'-0"

DEL1

DEL5

DEL3

DEL4

DEL2

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

'-6

TOP OF GRADE

DEL5DEL5

T.O FLOOR SLAB

100'-0"

EL3

EL8

EL1

TOP OF GRADE

(E X

IS

T

IN

G

V

IF

4'

-6

/2

T O

T O

P O

F W

O O

D F

A S

3'

-6

EL5

DEMOLITION ELEV SYMBOLS

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

AREA OF DEMO

NIC

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs

\c z u p a n

\D o c u m e n ts \1

-R O

S T

R U

M -A

-R c z u p a n

J A

M E

X .r v t

/1

/2

:4

:0

P

M

4101- AE201

ROSTRUM - EXTERIOR ELEVATIONS FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVE, EL PASO,TX

886CM3026

JUNE 15, 2026 CM RG

18528

1/4" = 1'-0"

EXTERIOR ELEVATION - SOUTH

1/4" = 1'-0"1

EXTERIOR DEMOLITION ELEVATION - NORTH

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'

0 4' 8'2' 1/4" = 1'-0"

EXTERIOR ELEVATION - WEST

1/4" = 1'-0"

EXTERIOR ELEVATION - EAST

0 4' 8'2'

1/4" = 1'-0"

EXTERIOR ELEVATION - NORTH

0 4' 8'2'

1/4" = 1'-0"2

EXTERIOR DEMOLITION ELEVATION - EAST

0 4' 8'2' 1/4" = 1'-0"3

EXTERIOR DEMOLITION ELEVATION - SOUTH

0 4' 8'2' 1/4" = 1'-0"4

EXTERIOR DEMOLITION ELEVATION - WEST

0 4' 8'2'

1/4" = 1'-0"9

BUILDING SECTION

Revisions: Date: 104 of 155