STORAGE

5' -1

/8

4'-0" 4'-0"3'-0 3/4"3'-0 3/4"3'-0 3/4"3'-0 3/4"3'-0 3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

KEYED NOTESKEYED NOTES

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

WEST ELEVATIONF5

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

COMMITTAL SHELTER FLOOR PLAND1

1. REMOVE EXISTING SEALS, TURNOVER TO NCA. FURNISH AND

INSTALL SIX NEW SERVICE SEALS. SEE DETAILS B6 &

F8/A-501.

2. DAMAGED STONE FINISH SHALL BE REPAIRED WHERE SEALS

ARE RELOCATED. ANY STONE VENEER WITH EXISTING

HOLES SHALL BE REPLACED.

3. CLEAN ALL EXPOSED STEEL STRUCTURE PER SPEC 09 91 00.

REMOVE OIL, GREASE, AND CUTTING COMPOUNDS, FLUX

AND OTHER DETRIMENTAL FOREIGN MATTERS. REMOVE

LOOSE MILL SCALE, RUST, AND PAINT BY POWER TOOL

CLEANING. APPLY 2 LAYERS OF ZINC SPRAY METALIZING

COATING. REPAINT ALL EXPOSED STEEL SURFACES TO

MATCH EXISTING.

4. REMOVE CAULKING FROM CAP JOINTS, BRUSH/SCRAPE

LOOSE DEBRIS, BLOW OUT WITH COMPRESSED AIR TO

PROPERLY PREPARE JOINT. REFILL ALL WALL CAP JOINTS.

JOINTS COLOR TO MATCH EXISTING. SEE SPEC 07 92 00.

5. REPLACE STORAGE DOOR AND FRAME. SEE DOOR

SCHEDULE AND DETAILS ON SHEET A-601.

6. REPLACE CONCRETE SLAB. SEE CIVIL FOR LIMITS OF

REPLACEMENT.

7. BENCHES TO BE REMOVED, STORED AND REINSTALLED

DURING CONCRETE REPLACEMENT WORK.

8. REMOVE AND REPLACE CAP STONE PIECES BELOW EXISTING

SEALS COUNT OF 5. NEW STONE AND MORTAR TO MATCH

ORIGINAL. APPLY POWER WASH CLEANING TO THE ENTIRE

EXISTING CAPSTONE SURFACE. SEE DETAIL D1/A-501.

9. CLEAN, PREP AND REPAINT ALL STUCCO FINISHES WITH

ELASTOMERIC RATED PAINT; COLOR TO MATCH EXISTING.

10. INSTALL NEW SEALS WITH TWO STONE CAP PIECES

SPACING. SEALS ORDER (LEFT TO RIGHT FACING INNER OF

THE CURVED OBSERVATION WALL) IS AS FOLLOW: ARMY,

MARINE, NAVY, AIR FORCE, SPACE FORCE, COAST GUARD.

NOTE: KEYNOTES ABOVE APPLY TO BOTH COMMITTAL

SHELTERS A & B UNLESS OTHERWISE SPECIFIED

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

SOUTH ELEVATIOND9

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

NORTH ELEVATIOND5 SCALE: N.T.S

IMAGE VIEW OF THE SHELTER ROOFD7

SCALE: N.T.S

COMMITTAL SHELTER SERVICE WALLB7SCALE: 1/4"=1'-0"

COMMITTAL SHELTER SECTION B5

0 5'

1/8 INCH = 1 FOOT

10' 15'1'

COMMITTAL SHELTERS 'A' & 'B' &

OBSERVATION WALL RENOVATION

PLANS AND DETAILS

SF DH

COMMITTAL

SHELTER 'A'

COMMITTAL

SHELTER 'B'

OBSERVATION

WALL

KEYPLAN

SCALE: N.T.S

OBSERVATION WALL SEALS ARRANGEMENTF1

A-101

CO

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AutoCAD SHX Text 18"

AutoCAD SHX Text

SPACE FORCE

AutoCAD SHX Text 18"

AutoCAD SHX Text

COAST GUARD

AutoCAD SHX Text 18"

AutoCAD SHX Text

AIR FORCE

AutoCAD SHX Text 18"

AutoCAD SHX Text

NAVY

AutoCAD SHX Text 18"

AutoCAD SHX Text

MARINE

AutoCAD SHX Text 18"

AutoCAD SHX Text

ARMY

AutoCAD SHX Text

SS

AutoCAD SHX Text co

AutoCAD SHX Text

SS

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text co

AutoCAD SHX Text 12/30/2026

AutoCAD SHX Text 00404366

P0

6'-2 3/4"

'-1

1/

2"

11'-7 1/4"

3' -1

1/

2" 3'

-9

/4

4' -3

/4

3'-3"1'-11 3/4"1'-0"

Ground 0' - 0"

Ceiling 9' - 0"

3'-10 1/2"4'-3 3/4"

1' -0

Ground 0' - 0"

Ceiling 9' - 0"

3'-3"1'-0"

1' -0

1'

-0

Ground 0' - 0"

Ceiling 9' - 0"

3'-3" 1'-0"

1' -0

1'

-0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

SCALE: 1/2"=1'-0"

ADMIN BUILDING DEMO PLANF1 SCALE: 1/2"=1'-0"

ADMIN BUILDING RENOVATION PLANF4

NEW WORK KEYED NOTES

1. NEW TELECOM FLOOR MOUNTED RACK. SEE ELEC.

2. APPLY FIRE RATED PLYWOOD BACKBOARD WITH A

MINIMUM THICKNESS OF 3/4" PAINTED WITH TWO

COATS OF FIRE-RESISTANT PAINT AND HIGH GLOSS

WHITE TOP COAT. FIRE RATED STAMP SHALL REMAIN

UNPAINTED. MOUNT PLYWOOD WITH BOTTOM EDGE@

12" AFF. SEE A-601 FOR ROOM FINISH SCHEDULE.

3. AC UNIT. SEE MECH.

4. PAINT THE EXTERIOR SIDE OF THE NEW TR WALL AND

ALL EXISTING HONOR GUARD ROOM WALLS TO

MATCH EXISTING PAINT COLOR.

5. CABLE TRAYS. SEE ELEC.

6. PROVIDE 12" MINIMUM CLEARANCE ABOVE CABLE

TRAYS.

7. PAINT EXPOSED CMU WITH HIGH GLOSS WHITE PAINT

TO MATCH PLYWOOD FINISH.

8. ADD NEW ROOM SIGNAGE TO MATCH EXSITNG

SIGNAGE STYLE. SEE B7/A-601 FOR ROOM SIGNAGE

EXAMPLE.

9. NEW LIGHT FIXTURES. SEE ELEC.

DEMO KEYED NOTES

1. DEMO SINK AND COUNTERTOP. SEE MEP DRAWINGS

FOR PIPES AND VENT ROUTING.

2. DEMO WALL MOUNTED CABINETS

3. DEMO SOFFIT. CONTRACTOR TO VERIFY IF ANY

PIPES/DUCTS NEED TO BE REROUTED.

HONOR GUARD DEMO WORKC1

HONOR GUARD ROOM

ELECTRICAL ROOM

TR

HONOR GUARD ROOM

ELECTRICAL ROOM

ADMINISTRATION BUILDING-

TELECOM ROOM FLOOR PLANS

SF DH

HONOR GUARD ROOM

ELECTRICAL ROOM

KEYPLAN

A-102

SCALE: 1/2"=1'-0"

TR ROOM INTERIOR ELEVATIONC7SCALE: 1/2"=1'-0"

TR ROOM INTERIOR ELEVATION REARC3

SCALE: 1/2"=1'-0"

TR ROOM INTERIOR ELEVATION FRONTC5

22 2

CO

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M. FITZPATRICK

07/01/26

AutoCAD SHX Text 12/30/2026

9' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

SCALE: 1/2"=1'-0"

ADMIN BUILDING DEMO CEILING PLANF1 SCALE: 1/2"=1'-0"

ADMIN BUILDING RENOVATION CEILING PLANF4

NEW WORK KEYED NOTES

1. AC UNIT. SEE MECH.

2. NEW LIGHT FIXTURE. SEE ELEC.

3. INSTALL NEW GYPSUM BOARD CEILING IN THE TR

ROOM. SEE A-601 FOR ROOM FINISH SCHEDULE AND

CEILING DETAILS.

4. RELOCATE MECHANICAL DIFFUSER. SEE MECH.

DEMO KEYED NOTES

1. DEMO SINK AND COUNTERTOP. SEE MEP DRAWINGS

FOR PIPES AND VENT ROUTING.

2. DEMO WALL MOUNTED CABINETS

3. DEMO SOFFIT. CONTRACTOR TO VERIFY IF ANY

PIPES/DUCTS NEED TO BE REROUTED.

4. DEMO CEILING TILES TO THE CLOSEST GRID OF THE

NEW ROOM BOUNDARY.

5. DEMO LIGHT FIXTURES. SEE ELEC.

6. RELOCATE MECHANICAL DIFFUSER. SEE MECH.

HONOR GUARD DEMO WORKC1

ELECTRICAL ROOM

TR

HONOR GUARD ROOM

ELECTRICAL ROOM

ADMINISTRATION BUILDING-

TELECOM ROOM REFLECTED

CEILING PLANS

SF DH

HONOR GUARD ROOM

ELECTRICAL ROOM

KEYPLAN

A-103

HONOR GUARD ROOM

CO

LO

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ARCH I T ECT

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M. FITZPATRICK

07/01/26

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text 12/30/2026

MULTI-PURPOSE RM

DIRECTOR

RESTROOM

OPERATIONAL

OFF. STOR.

GENERAL OFFICE

H.A.C.

LOBBY

VESTIBULE

LUNCHROOM

VESTIBULE

HONOR GUARD

MEN'S LOCKER ROOM

WOMEN'S LOCKER ROOM

BOOT WASH

VESTIBULE

MAINT. OFF.

FOREMAN

RESTROOM

ELEC. RM.

MECHANICAL

CORRIDOR

33'-6"23'-4"38'

'-9

'-4

'-6

1 2" 9'

-2

'-1

11 2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

SF DH

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

ADMIN BUILDING FLOOR PLANF1

ADMIN BUILDING RENOVATION

FLOOR PLAN

I

KEYED NOTESKEYED NOTES

1. REMOVE CRACKED STONE MASONRY , STONE PIECES

TO BE RESTORED AND REUSED FOR THE NEW

TREATMENT. MATCH THE NEW MORTAR TYPE 'N' TO

EXISTING MORTAR COLOR. SEE DETAIL F4/A-501 FOR

STONE ATTACHMENT

2. REPLACE WINDOWS WITH PREFINISHED INSULATED

ALUMINUM WINDOWS PER SPEC 08 51 13. WINDOWS

STYLE, OPERATION, GLAZING AND FINISHES ARE TO

MATCH EXISTING. SEE A-602 FOR WINDOW SCHEDULE

AND DETAILS.

A-104

2 2 2

2 2 2 2

00404366CO

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ARCH I T ECT

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07/01/26

12/30/2026

PT

= 53

+06.1

PT = 54+50.16

PT

= 53

+06.1

PT = 54+50.16

F8

A-301

C1

A-203

F1

A-203

C1

A-204

C6

A-204

B1

A-204

F6

A-204

E7

A-204

F1

A-204

E1

A-204

B7

A-203

F9

A-203

B8

A-204

F1

A-301

F6

A-301

F3

A-301

F3

A-301

F3

A-301

F8

A-301

F3

A-301

F3

A-301

E1

A-203

A-502 F7

B1

A-203

44' - 10 3/8"

' - 3

/4

' - 2

A-105 B8

9' - 1 1/2"9 NICHE WIDE UNIT 8' - 1 3/8" 8' - 1 1/4" 8' - 1 1/2" 9' - 1 1/2"8' - 1 1/2"9' - 1 1/2"9 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 8 NICHE WIDE UNIT 9 NICHE WIDE UNIT

4' - 1 1/2"

9' - 1 1/2"

9' - 1 1/2"

9' - 1 1/4"

9' - 1 3/8"

4' - 3 7/8"

4 N

IC

H E

W

ID

E U N

IT

9 N

IC

H E W

ID

E U

N

IT

9 N

IC

H E W

ID

E U

N

IT

9 N

IC

H E W

ID

E U

N

IT

9 N

IC

H E W

ID

E U

N

IT

4 N

IC

H E

W

ID

E U N

IT

/2

/2

N

IC

H

E W

ID

E

U N

IT

N

IC

H

E W

ID

E

U N

IT

/2

N

IC

H

E W

ID

E

U N

IT

/2

/2

/2

N

IC

H

E W

ID

E

U N

IT

N

IC

H

E W

ID

E

U N

IT

N

IC

H

E W

ID

E

U

N

IT

/2

N

IC

H

E W

ID

E

U N

IT

5' - 1 1/2" 8' - 1 1/2" 8' - 1 1/2" 9' - 1 1/2"

8' - 1 1/2"

8 NICHE WIDE UNIT5 NICHE WIDE

UNIT

8 NICHE WIDE UNIT 9 NICHE WIDE UNIT

8 NICHE WIDE UNIT

9' - 1 1/2"

9' - 1 1/2"

9' - 1 1/2"

9' - 1 1/2"

8' - 1 1/2"

6' - 1 1/2" 7' - 1 1/2" 8' - 1 1/2"

8' - 1 7/8"

9 N

IC

H E W

ID

E U

N

IT

9 N

IC

H E W

ID

E U

N

IT

9 N

IC

H E W

ID

E U

N

IT

9 N

IC

H E W

ID

E U

N

IT

8 N

IC

H E W

ID

E U

N

IT

6 NICHE WIDE UNIT

8 NICHE WIDE UNIT

7 NICHE WIDE UNIT 8 NICHE WIDE UNIT

2' - 5 3/4" 9' - 1 1/2" 2' - 10 3/4" 2' - 8 1/4" 50' - 10 1/4" 3' - 4 3/4"

3' - 4 7/8"

3' - 7 3/4"

' - 1

/2

' - 7

/8

' - 7

/4

' - 8

/4

/4

/4

2' - 7 3/4" 32' - 6 3/4" 2' - 0 5/8" 2' - 10 1/8"

35' - 7 3/8"

3' - 3"

1' - 8 3/4" 23' - 5 3/8" 2' - 8 1/4"

' - 0

3' - 11 3/4"

COURT C

STAINLESS STEEL ANCHOR BOLT

(2) PER NICHE UNIT, TYP.

CONCRETE

FOUNDATION BEYOND

MARBLE NICHE COVER, TYP.

PRECAST CLOSED-CLOSED

NICHES UNIT

3/4" X 5 1/4"X LENGTH

VARIES WHITE

MARBLE SIDE FILLER

STAINLESS STEEL

ANCHORS

STONE VENEER

PROVIDE WEEPS @24" O.C.

RECESSED LIMESTONE

COLUMBARIUM ID

PANEL, SEE D5/A-502

AIR SPACE

1/2" WIDE JOINT WITH

BACKER ROD AND

SEALANT

1 FT DECORATIVE GRAVEL

AND DRAINAGE STRIP

CAST-IN-PLACE

CONCRETE END WALL

CAST-IN-PLACE

CONCRETE WALL

BEHIND NICHES

NICHE TYPE UNIT W x H QTY #NICHES TOTAL

5 WIDE X 3 HIGH

6 WIDE X 3 HIGH

7 WIDE X 3 HIGH

8 WIDE X 3 HIGH

9 WIDE X 3 HIGH

TOTAL NICHE COUNT

1,188

4 WIDE X 4 HIGH

8 WIDE X 4 HIGH

9 WIDE X 4 HIGH

07/01/26

00404366C O

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RADO L ICENS

E

D

A

RC H I T ECT

SE

A

N

M. F ITZPATR

ICK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

N/A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

07/01/2026

National Cemetery Administration

Design and Construction Service

JD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

Elgin, OK

N/A

U.S. Department of Veterans Affairs

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

Location

920CM3006

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

A-105

COLUMBARIUM COURT C PLAN

SF IN

3/16" = 1'-0" F1

COURT C PLAN

1.5'0 5" 9"

2"0

Custom3/16" = 1'=0"

1/2" = 1'-0" B8

ENLARGED COLUMBARIUM WALL PLAN

KEY PLAN

Revisions: Date: