S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_7 of 11.pdf

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Y1PZ--Fort Sill NC Gravesite Expansion and FCA Deficiencies 920CM3006
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36C78626B0030
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This document is a set of bid documents containing design and construction drawings for the Fort Sill Gravesite Expansion and Cemetery Facility Condition Assessment (FCA) Improvements project located in Elgin, Oklahoma. The project is managed by the National Cemetery Administration (NCA), a component of the U.S. Department of Veterans Affairs, with primary points of contact Homayoun Kazemipour (720.491.7559) and Sean Fitzpatrick at the NCA. The architect/engineer of record is JD Engineering, PC, located in Hamilton, Montana, with a Colorado-licensed architect, Sean M. Fitzpatrick, and a professional registered engineer, Jordan D. Vandermeer. The project drawings are dated July 1, 2026, and carry project number 920CM3006.

The scope of work includes multiple renovation and repair tasks across cemetery facilities: metal siding repair on the maintenance building, maintenance garage, and soil storage barn (involving removal of damaged panels approximately 3 feet wide by 20 feet high and replacement with matching Butler brand vertical siding panels); renovation of committal shelters A and B plus an observation wall (including removal and replacement of service seals, concrete slab replacement, stone cap repairs, caulking refill, and repainting); administration building renovations including telecom room and honor guard room renovations with new fixtures, cable trays, plywood backboards, and HVAC modifications; and columbarium court C construction featuring precast closed-closed niche units with a total niche count of 1,188 units in various configurations (4-10 niches wide by 3-4 niches high). The columbarium design includes marble niche covers, stone veneer, limestone ID panels, and drainage systems. All work requires adherence to specified technical standards, paint color matching to existing finishes, and coordination with mechanical, electrical, and civil specifications referenced throughout the drawings.

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S06_36C78626B0030 0005.pdf PDF
S06_36C78626B0030 0004.pdf PDF
S06_36C78626B0030 0003.pdf PDF
S02_Attachment-14_IFB Contractor Cost Estimate Worksheet.xlsx XLSX spreadsheet
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_6 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_1 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_11 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_2 of 11.pdf PDF
S05_Prebid RFI_26B0030 Fort Sill_Gravesite Expansion and FCA.pdf PDF
S02_Attachment-14_IFB Contractor Cost Estimate Worksheet.xlsx XLSX spreadsheet
S06_Fort Sill NC_920CM3006_Combined Specifications_Rev 01.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_8 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_10 of 11.pdf PDF
S06_36C78626B0030 0002.pdf PDF
P07_WD_OK20260043.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_9 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_4 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_5 of 11.pdf PDF
S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_3 of 11.pdf PDF
S06_36C78626B0030 0001.pdf PDF
S04_Ft Sill_Site Visit Attendance.pdf PDF
S02_Att 4_Fort Sill NC 920CM3006 Plan Set Reduced 2 of 11.pdf PDF
S02_Att 1_920CM3006 Fort Sill NC IFB SOW_Final.pdf PDF
P07_WD_OK20260023.pdf PDF
S02_Att 6_Fort Sill NC 920CM3006 Plan Set Reduced 4 of 11.pdf PDF
S02_Att 2_Fort Sill NC 920CM3006 Combined Specifications.pdf PDF
S02_Att 5_Fort Sill NC 920CM3006 Plan Set Reduced 3 of 11.pdf PDF
S02_Att 3_Fort Sill NC 920CM3006 Plan Set Reduced 1 of 11.pdf PDF
S02_36C78626B0030_Final.pdf PDF
S02_Att 11_Fort Sill NC 920CM3006 Plan Set Reduced 9 of 11.pdf PDF
S02_Att 10_Fort Sill NC 920CM3006 Plan Set Reduced 8 of 11.pdf PDF
S02_Att 9_Fort Sill NC 920CM3006 Plan Set Reduced 7 of 11.pdf PDF
S02_Att 12_Fort Sill NC 920CM3006 Plan Set Reduced 10 of 11.pdf PDF
S02_Att 13_Fort Sill NC 920CM3006 Plan Set Reduced 11 of 11.pdf PDF
S02_Att 7_Fort Sill NC 920CM3006 Plan Set Reduced 5 of 11.pdf PDF
S02_Att 8_Fort Sill NC 920CM3006 Plan Set Reduced 6 of 11.pdf PDF
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Text version

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

1. REMOVE PAINT AND CLEAN ALL EXPOSED SIDING

PANELS. SEE SPEC 09 91 00-SECTION 3.8 FOR NEW

PAINT APPLICATION. REPAINT ALL SIDING PANELS ON

THE MAINTENANCE BUILDING, MAINTENANCE GARAGE

AND SOIL STORAGE.

2. REMOVE DAMAGED METAL PANELS ON THE SOIL

STORAGE BARN. COUNT OF 10 APPROXIMATELY 3 FEET

WIDE, 20 FEET HIGH TO BE VERIFIED. REPLACE WITH

NEW METAL VERTICAL SIDING PANELS. PANELS TO BE

PROVIDED FROM THE SAME MANUFACTURER (BUTLER)

AS EXISTING PANELS. TYPE, STYLE AND DIMENSIONS TO

MATCH EXISTING REPLACEMENT PANELS. PAINT TO

MATCH EXISTING AS SPECIFIED IN NOTE 1.

SCALE: 3/32"=1'-0"

METAL SIDING REPAIR PLANF2

SOIL STORAGE BARN

MAINTENANCE GARAGE

MAINTENANCE BUILDING

ADMINISTRATIVE BUILDING

AD101

METAL SIDING REPAIR PLAN

JPSF

00404366CO

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

M. FITZPATRICK

07/01/26

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

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

M. FITZPATRICK

07/01/26

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

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

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

RADO L ICENSED

ARCH I T ECT

SE

AN

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

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

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

LO

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:

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