S02_Att 11_Fort Sill NC 920CM3006 Plan Set Reduced 9 of 11.pdf

KEYED NOTESKEYED NOTES

1. REPLACE WINDOWS WITH PREFINISHED INSULATED

ALUMINUM WINDOWS PER SPEC SEC 08 51 13. WINDOWS

STYLE, OPERATION, GLAZING AND FINISHES ARE TO MATCH

EXISTING. SEE A-602 FOR WINDOW SCHEDULE AND DETAILS.

PUBLIC INFORMATION CENTER

RENOVATION ELEVATIONS

A-202

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 JP

1 1

1 1

1 1

1 1 1 1

W8W8

W10W10

W8W8

W8 W8 W8 W8

00404366CO

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

M. FITZPATRICK

07/01/26

AutoCAD SHX Text

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

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text D7

AutoCAD SHX Text

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

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text D1

AutoCAD SHX Text

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

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text F7

AutoCAD SHX Text

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

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text F1

AutoCAD SHX Text 12/30/2026

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVILELEV. SEE CIVIL

TOW

SEE CIVIL

ELEV.

SEE CIVIL

TOW

SEE CIVIL

ELEV. SEE CIVIL

/4

/4

3/4"

5 1/2"5 1/4"

3/8"

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-203

COLUMBARIUM COURT C

ELEVATIONS

SF IN

1/2" = 1'-0" C1

WALL ELEVATION C-3

1/2" = 1'-0" F1

WALL ELEVATION C-2 & C-1

1/2" = 1'-0" B7

WALL ELEVATION C-6

1/2" = 1'-0" F9

SINGLE SIDED END WALL ELEVATION

TYP.

1/2" = 1'-0" E1

WALL ELEVATION C-4

CAST ALUMINUM ROW LETTER (2

EACH ROW). PLAQUES TO BE

CENTERED TO THE NICHE COVER.

SEE DETAIL B1/A-502

CUT LIMESTONE CAP

ALL JOINTS TO BE FILLED WITH BACKER

ROD AND SEALANT

STONE VENEER W/ STAINLESS 304

STEEL ANCHORS. PROVIDE WEEPS @

24" O.C.

RECESSED LIMESTONE COLUMBARIUM

ID PANEL. CENTER ALIGN WITH NICHE

COVER, SEE DETAIL D5/A-502.

3/4" x 5 1/4" x LENGTH VARIES WHITE

MARBLE SIDE FILLER, TO MATCH

EXISTING. SEE DETAIL F7/A-502

3/8" JOINT FOR FILLER STRIPS (TYP.)

WHITE MARBLE NICHE COVER, SUPPLIED

BY GOVERNEMTN AND INSTALLED BY

CONTRACTOR, SEE E1/A-504

ELEV. SEE CIVIL

1" = 1'-0" B1

Elevation 4 - a

Revisions: Date:

TOW

SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

TOW

SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

TOW

SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

ELEV. SEE CIVIL

ELEV. SEE CIVIL

TOW

SEE CIVIL

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-204

COLUMBARIUM COURT C

ELEVATIONS

SF IN

1/2" = 1'-0" C1

WALL ELEVATION C-10

1/2" = 1'-0"

C6

WALL ELEVATION C-11

1/2" = 1'-0" B1

WALL ELEVATION C-12

1/2" = 1'-0" F6

WALL ELEVATION C-13

1/2" = 1'-0" E7

WALL ELEVATION C-9

1/2" = 1'-0" F1

WALL ELEVATION C-8

1/2" = 1'-0" E1

WALL ELEVATION C-7

1/2" = 1'-0" B8

DOUBLE SIDED END WALL ELEVATION

TYP.

ELEV. SEE CIVIL ELEV. SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

TWO

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-205

COURT E ELEVATIONS

SF IN

1/2" = 1'-0" A1

WALL ELEVATION E-1

1/2" = 1'-0" C1

WALL ELEVATION E-2

1/2" = 1'-0" D1

WALL ELEVATION E-3

1/2" = 1'-0" F1

WALL ELEVATION E-4

ELEV. SEE CIVIL

ELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

ELEV. SEE CIVIL

ELEV. SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-206

COURT E ELEVATIONS

SF IN

1/2" = 1'-0" A1

WALL ELEVATION E-5

1/2" = 1'-0" C1

WALL ELEVATION E-6

1/2" = 1'-0" D1

WALL ELEVATION E-7

1/2" = 1'-0" E1

WALL ELEVATION E-8

1/2" = 1'-0" F1

WALL ELEVATION E-9

1/2" = 1'-0" F6

WALL ELEVATION E-10

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL ELEV. SEE CIVILELEV. SEE CIVIL

1/2" = 1'-0" C8

3H SIDE ELEVATION

1/2" = 1'-0" C6

5H SIDE ELEVATION

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

ALL JOINTS TO BE FILLED WITH BACKER

ROD AND SEALANT

CUT LIMESTONE CAP

CAST ALUMINUM ROW LETTERS (2 EACH

ROW). PLAQUES TO BE CENTERED

TO THE NICHE COVER, SEE DETAIL

B1/A-502

RECESSED LIMESTONE

COLUMBARIUM ID PANEL. CENTER ALIGN

WITH NICHE COVER SEE DETAIL D5/A-502

STONE VENEER W/ STAINLESS 304

STEEL ANCHORS. PROVIDE WEEPS

@ 24" O.C.

3/4" x 5 1/4" x LENGTH VARIES

WHITE MARBLE SIDE FILLER TO

MATCH EXISTING. SEE DETAIL F7/A-502.

WHITE MARBLE NICHE COVER, SUPPLIED

BY GOVERNMENT AND INSTALLED BY

CONTRACTOR. SEE E1/A-504

CAST ALUMINUM COLUMN NUMBER (1 EVERY

10 COLUMNS). PLAQUE TO BE CENTERED TO

THE NICHE COVER. SEE DETAIL B1/A-502

/4

5 1/4"3/4" 3/8"

3/8" JOINT FOR FILLER STRIPS, TYP.

ALIGN TOP & BOTTOM OF MARBLE

PLATE WITH NICHES COVERS

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-207

COURT E ELEVATIONS

Checker Author

1/2" = 1'-0" A1

WALL ELEVATION E-11

1/2" = 1'-0" B1

WALL ELEVATION E-12

1/2" = 1'-0" D1

WALL ELEVATION E-13

1/2" = 1'-0" E1

WALL ELEVATION E-14

ELEV. SEE CIVIL

ELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

1" = 1'-0" C7

TYPICAL COLUMBARIUM WALL ELEVATION

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-208

COURT H ELEVATIONS

Checker Author

1/2" = 1'-0" A1

WALL ELEVATION H-1

1/2" = 1'-0" C1

WALL ELEVATION H-2

1/2" = 1'-0" D1

WALL ELEVATION H-3

1/2" = 1'-0" F1

WALL ELEVATION H-4

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

ELEV. SEE CIVIL ELEV. SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-209

COURT H ELEVATIONS

Checker Author

1/2" = 1'-0" A1

WALL ELEVATION H-5

1/2" = 1'-0" C1

WALL ELEVATION H-6

1/2" = 1'-0" D1

WALL ELEVATION H-7

1/2" = 1'-0" E1

WALL ELEVATION H-8

1/2" = 1'-0" F1

WALL ELEVATION H-9

1/2" = 1'-0" F6

WALL ELEVATION H-10

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL ELEV. SEE CIVILELEV. SEE CIVIL

1/2" = 1'-0" C7

SIDE ELEVATION 5 HIGH

1/2" = 1'-0" C8

SIDE ELEVATION 3 HIGH

TOW

SEE CIVIL

TOW

SEE CIVIL

TOW

SEE CIVIL

ALL JOINTS TO BE FILLED WITH BACKER

ROD AND SEALANT

CUT LIMESTONE CAP

CAST ALUMINUM COLUMN NUMBER

(1 EVERY 10 COLUMNS). PLAQUE TO BE

CENTERED TO THE NICHE COVER.

SEE DETAIL B1/A-502

RECESSED LIMESTONE

COLUMBARIUM ID PANEL. CENTER

ALIGN WITH THE NICHE COVER. SEE

DETAIL D5/A-502

STONE VENEER W/ STAINLESS 304

STEEL ANCHORS. PROVIDE WEEPS

@ 24" O.C.

3/4" x 5 1/4" x LENGTH VARIES

WHITE MARBLE SIDE FILLER TO

MATCH EXISTING. SEE DETAIL F7/A-502.

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT AND

INSTALLED BY CONTRACTOR. SEE

E1/A-504

CAST ALUMINUM ROW LETTERS (2 EACH

ROW). PLAQUES TO BE CENTERED TO THE

NICHE COVER, SEE DETAIL B1/A-502

ALIGN TOP & BOTTOM OF MARBLE

PLATES WITH NICHE COVERS

3/8" JOINT FOR FILLER STRIPS, TYP.

3/4" 5 1/4" 3/8"

/4

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-210

COURT H ELEVATIONS

Checker Author

1/2" = 1'-0" A1

WALL ELEVATION H-11

1/2" = 1'-0" B1

WALL ELEVATION H-12

1/2" = 1'-0" D1

WALL ELEVATION H-13

1/2" = 1'-0" E1

WALL ELEVATION H-14

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

ELEV. SEE CIVILELEV. SEE CIVIL

1" = 1'-0" C7

TYPICAL COLUMBARIUM WALL ELEVATION 5

UNITS HIGH

T Y

P

C

L R

6"

A-301 C8

CUT LIMESTONE CAP

CUT STONE VENEER. PROVIDE

WEEPS @ 24" O.C.

RECESSED STONE

COLUMBARIUM ID PANEL

CONCRETE PAVING

SEE CIVIL

CONCRETE WALL,

FOUNDATION & FOOTING

GRADE, SEE CIVIL

CLR TYP

3"

#4 BARS

@ 12" O.C.

#4 BARS @ 12" CTRS

CLEAR AIR SPACE

A-301

B1

ADJUSTABLE STAINLESS

304 STEEL STONE TIES

MORTAR JOINTS TYPE N

12" DECORATIVE GRAVEL

AND DRAINAGE STRIP

9" ODOT TYPE 'A'

AGGREGATE BASE

UNDISTURBED FOUNDATION

MATERIAL TYP.

8 OZ/SY NONWOVEN

GEOTEXTTILE FILTER

FABRIC OVER SUBGRADE

#4 BARS @ 12" O.C. TYP.

4' - 2"

T Y

P

C

L R8"

A-301 C8

CUT LIMESTONE CAP

CUT STONE VENEER W/

STAINLESS 304 STEEL

ANCHORS. PROVIDE

WEEPS @ 24" O.C.

RECESSED STONE

COLUMBARIUM ID PANEL

CONCRETE PAVING

SEE CIVIL

CONCRETE WALL,

FOUNDATION & FOOTING

4' - 0"

CLEAR AIR SPACE

A-302

B8

5 3/4"

12" DECORATIVE GRAVEL

AND DRAINAGE STRIP

9" ODOT TYPE 'A'

AGGREGATE BASE

UNDISTURBED FOUNDATION

MATERIAL TYP.

8 OZ/SY NONWOVEN

GEOTEXTTILE FILTER

FABRIC OVER SUBGRADE

#4 BARS @ 12" O.C. TYP.

5' - 0"

/8

CLR. TYP.

2"

CUT LIMESTONE CAP

LEVELING GROUT OR

S.S. SHIMS ON CONTINUOUS

EPDM MEMBRANE

ALL JOINTS TO BE FILLED WITH

BACKER ROD AND SEALANT

PRECAST CONCRETE NICHE UNIT

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT

INSTALLED BY CONTRACTOR,

SEE E1/A504

3/8" X 4" S.S. PINS, (4)EA. INTO CAP.

AFTER CAPS ARE SET, LOOSE-FIT

PIN, COUNTERSUNK SECURE PIN W/

NON-SHRINK GROUT TO NICHE UNIT

(DO NOT GROUT PIN TO CAP)

CONCRETE WALL

STONE VENEER W/ STAINLESS

304 STEEL ANCHORS.

PROVIDE WEEPS @ 24" O.C.

4' - 0"

5"

2' - 0" 2' - 0"

5"

STONE CAP DRIP EDGE. SEE

DETAIL F1/A-502

XX

CONCRETE PAVING

SEE CIVIL SHEETS

HDPE CORRUGATED, DUAL WALL

WITH SMOOTH INTERIOR UNDERDRAIN

SYSTEM. SEE CIVIL SHEETS.

M

IN

T Y

P

1' - 0"

6"

12" WIDE DECORATIVE GRAVEL AND

DRAINAGE STRIP, WITH 6" MIN, 3/4"-1"

TYP

6" LEDGE STONE LEDGE

INSTALL WEEPS @ 24" O.C.

AND FLASHING @ BASE OF

ALL STONE. SEE DETAIL D3/A-502

STONE VENNER W/ STAINLESS 304 STEEL

ANCHORS. PROVIDE WEEPS @ 24" O.C.

PRE-CAST NICHE CONCRETE NICHE UNIT

WHITE MARBLE NICHE COVER, SUPPLIED BY

GOVERNMENT AND INSTALLED BY CONTRACTOR

1/2" x 7" S.S. ANCHOR BOLT RECESSED, COUNTERSUNK WITH GROUT FILL.

1 1/2" WASHED DRAIN ROCK, WRAPPED IN

8OZ NON-WOVEN FILTER FABRIC.

12" EXPOSED

STONE FACE

T Y

P

C

L R

8"

A-301 B4

A-301 C8

CUT LIMESTONE CAP

PRECAST CONCRETE

COLUMBARIUM NICHE UNIT

SEE A-504 FOR NICHE DETAILS

CONCRETE PAVING

SEE CIVIL

CONCRETE WALL,

FOUNDATION &

FOOTING

#4 BARS

@ 12" O.C.

#4 BARS @ 12" O.C. TYP.

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT,

INSTALLED BY CONTRACTOR

CUT STONE VENEER W/

STAINLESS 304 STEEL

ANCHORS. PROVIDE WEEPS

@ 24" O.C.

9 3/8" 1/2" x 7" S.S. ANCHOR BOLT

RECESSED, SEAL WITH GROUT.

CLEAR AIR SPACE

STONE TIES

12" DECORATIVE GRAVEL

AND DRAINAGE STRIP

TYP.

2" CLR.

3' - 2"

6" 6"

9" ODOT TYPE 'A'

AGGREGATE BASE

UNDISTURBED FOUNDATION

MATERIAL TYP.

8 OZ/SY NONWOVEN

GEOTEXTTILE FILTER

FABRIC OVER SUBGRADE

#4 BARS @ 12" O.C. TYP.

4' - 2"

/4

1/4" x 2" x 6" S.S. TOP WELD

PLATE WITH 1/4"Ø S.S. STUDS

RECESSED & EMBEDDED; (x2)

PER NICHE UNIT. CAST WELD

PLATES INTO CONCRETE.

8"

C L R

T

Y P

CLR. TYP.

3"

A-301 C8

CUT LIMESTONE CAP

PRECAST CONCRETE

COLUMBARIUM NICHE UNIT

SEE A-504 FOR NICHES DETAILS

CONCRETE PAVING

SEE CIVIL

CONCRETE WALL,

FOUNDATION, OR

FOOTING

#4 BARS

@ 12" O.C.

#4 BARS @ 12" CTRS

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT,

INSTALLED BY CONTRACTOR

CUT STONE VENEER W/

STAINLESS 304 STEEL

ANCHORS. PROVIDE WEEPS

@ 24" O.C.

4' - 0"

A-302

B4

6" 6"3' - 0"

M

IN

5' - 0"

CLR. TYP.

2"

12" DECORATIVE GRAVEL

AND DRAINAGE STRIP

9" ODOT TYPE 'A'

AGGREGATE BASE

UNDISTURBED

FOUNDATION MATERIAL

TYP.

8 OZ/SY NONWOVEN

GEOTEXTTILE FILTER

FABRIC OVER

SUBGRADE

#4 BARS @ 12" O.C. TYP.

/8

1/2" X 7" S.S. ANCHOR BOLT

RECESSED, COUNTERSUNK

WITH GROUT FILL.

CUT LIMESTONE CAP

LEVELING GROUT OR

S.S. SHIMS ON CONTINUOUS

EPDM MEMBRANE

ALL JOINTS TO BE FILLED WITH

BACKER ROD AND SEALANT

CAST IN PLACE CONCRETE

RECESSED LIMESTONE

COLUMBARIUM WALL ID

DESIGNATION

4' - 0"

5"

"8

5"

STONE CAP DRIP EDGE.

SEE DETAIL F1/ A-502

ANCHOR CAP WITH (2) 4" X 1/2" DIA.

STAINLESS STEEL THREDED ROD ,

SET 2-1/2" INTO CONCRETE, SECURE

WITH NON-SHRINK MORTAR. SNUG

FIT INTO CAP, OVER DRILL CONCRETE

AND FILL WITH GROUT.

1' - 6 1/4"

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-301

COLUMBARIUM SECTIONS &

DETAILS

SF JP

1" = 1'-0" F1

SINGLE SIDED END WALL SECTION

1" = 1'-0" F6

DOUBLE SIDED COLUMN SECTION

1 1/2" = 1'-0" B4

SINGLE SIDED CAP SECTION

3" = 1'-0" C8

WALL GRAVEL BASE

1" = 1'-0" F3

SINGLE SIDED NICHE WALL SECTION

1" = 1'-0" F8

DOUBLE SIDED WALL SECTION

1 1/2" = 1'-0" B1

SINGLE SIDED END WALL CAP SECTION

A-502

F5

UNDISTURBED

FOUNDATION

MATERIAL TYP.

8 OZ/SY NONWOVEN

GEOTEXTILE FILTER

FABRIC OVER

SUBGRADE

9" ODOT TYPE 'A'

AGGREAGATE BASE

#4 BARS @ 12" O.C. TYP.

CONCRETE WALL,

FOUNDATION OR

FOOTING

#4 BARS @ 12" O.C. x 2'-11"

TYP.

CONCRETE PAVING, SEE

CIVIL SHEETS

STONE VENEER W/ STAINLESS

304 STEEL ANCHORS. PROVIDE

WEEPS @ 24" O.C. SEE F5/A-502

1/2" X 7" S.S. ANCHOR BOLT

RECESSED, COUNTERSUNK W/

GROUT FILL

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT

AND INSTALLED BY

CONTRACTOR

PRECAST CONCRETE

NICHE UNIT. SEE A-504

FOR NICHE DETAILS.

3/8" X 4" S.S. PINS INTO CAP.

AFTER CAPS HAVE BEEN SET,

LOOSE-FIT PIN, SECURE PIN

W/ NON-SHRINK GROUT (DO

NOT GROUT PIN TO CAP)

CUT LIMESTONE CAP.

4' - 0"

5' - 0"

C L R

T

Y P

8" 3" CLR. TYP

M

IN

V A

R

IE

S

'/4

/2

M A

X

M

IN

6" TYP.

/4

AIR GAP

2" CLR. TYP.

4' - 8"

A-302

B4

A-301

C8

STONE VENEER

BEYOND

A-301

C8

UNDISTURBED FOUNDATION

MATERIAL TYP.

8 OZ/SY NONWOVEN

GEOTEXTILE FILTER

FABRIC OVER SUBGRADE

9" ODOT TYPE 'A'

AGGREAGATE BASE

CAST IN PLACE

CONCRETE FOUNDATION

#4 BARS @ 12" O.C. x 2'-11"

TYP.

#4 BARS @ 12" O.C. x 2'-11"

TYP.

CONCRETE PAVING, SEE

CIVIL SHEETS

STONE VENEER W/ STAINLESS 304

STEEL ANCHORS. PROVIDE WEEPS

@ 24" O.C. SEE F5/A-502.

#4 BARS @ 12" O.C. x 2'-11"

TYP.

RECESSED LIMESTONE

COLUMBARIUM ID PANEL

CUT LIMESTONE CAP.

4' - 8"

4' - 0"

C L R

T

Y P

8" 3" CLR. TYP

M

IN

6"

#4 BARS

@ 12" O.C.

TYP.

5' - 0"

/4

A-302

B8

ADJUSTABLE STAINLESS 304

STEEL STONE TIES

AIR SPACE

MORTAR JOINTS

TYPE N

12" DECORATIVE GRAVEL

AND DRAINAGE STRIP

1' - 6 1/4"

1 FOOT DEPTH CONTINUOUS

CAST IN PLACE CONCRETE

FOOTING1

CAST IN PLACE CONCRETE

COLUMN

2' - 4" 2' - 4" CUT LIMESTONE CAP

LEVELING GROUT OR

S.S. SHIMS ON CONTINUOUS

EPDM MEMBRANE

ALL JOINTS TO BE FILLED WITH

BACKER ROD AND SEALANT

PRECAST CONCRETE NICHE UNIT

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT

INSTALLED BY CONTRACTOR,

SEE E1/A504

3/8" X 4" S.S. PINS (4) EA. PER CAP.

AFTER CAPS ARE SET, LOOSE-FIT

PIN, COUNTERSUNK SECURE PIN

W/ NON-SHRINK GROUT TO NICHE

UNIT (DO NOT GROUT PIN TO CAP)

RECESSED S.S. WELD

PLATE AT END OF BACK

TO BACK PRECAST NICHE

UNITS, SEE DETAIL C1/A-504

STONE CAP DRIP

EDGE. SEE DETAIL

F1/A-5025 3/4" 5 3/4"

4' - 8"

CUT LIMESTONE CAP

LEVELING GROUT OR

S.S. SHIMS ON CONTINUOUS

EPDM MEMBRANE

ALL JOINTS TO BE FILLED WITH

BACKER ROD AND SEALANT

CAST IN PLACE CONCRETE

RECESSED LIMESTONE

COLUMBARIUM WALL ID

DESIGNATION

4"

"8

4' - 8"

4"

STONE CAP DRIP

EDGE. SEE DETAIL

F1/A-502

1' - 6 1/4"

ANCHOR CAP WITH ((2) 4" X 1/2" DIA.

STAINLESS STEEL THREADED ROD.

SET 2-1/2" INTO CONCRETE. SECURE

WITH NON-SHRINK MORTAR. SNUG

FIT INTO CAP, OVER DRILL CONCRETE

AND FILL WITH GROUT

LIMESTONE WALL CAP.

SEE B4/A-302

LIMESTONE END COLUMN

CAP. SEE B8/A-302

CAST IN PLACE

CONCRETE COLUMN

AIR SPACE

STONE VENEER

W/STAINLESS 304 STEEL

ANCHORS. WEEPS TO BE

PROVIDED @ 24" O.C.

CAST IN PLACE CONCRETE

FOUNDATION

NICHES

-F5

A-502

TYP.

07/01/26

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T EC

T

S

EA

N

M. F ITZPATR

IC

K

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-302

COLUMBARIUM SECTIONS

SF RA

1" = 1'-0" F4

DOUBLE SIDED, 5H NICHE WALL

SECTION

1" = 1'-0" F8

DOUBLE SIDED, 5H END WALL SECTION

1 1/2" = 1'-0" B4

DOUBLE SIDED CAP SECTION

1 1/2" = 1'-0"

B8

END WALL CAP SECTION

Revisions: Date:

1" = 1'-0" F1

5H THROUGH SECTION