S02_Att 4_Fort Sill NC 920CM3006 Plan Set Reduced 2 of 11.pdf

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Y1PZ--Fort Sill NC Gravesite Expansion and FCA Deficiencies 920CM3006
Solicitation number
36C78626B0030
Issued by

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These are bid documents for the Fort Sill Gravesite Expansion and Cemetery Facilities Condition Assessment (FCA) Improvements project located in Elgin, Oklahoma. The project number is 920CM3006, issued by the National Cemetery Administration (NCA) under the U.S. Department of Veterans Affairs. The project manager and Contracting Officer's Representative (COR) is Homayoun Kazemipour (720.491.7559; homayoun.kazemipour@va.gov), with Sean Fitzpatrick also listed as a contact. The Architect/Engineer of Record is JD Engineering, PC, located in Hamilton, Montana.

The documents include topographic and utility surveys, demolition plans, and deficiency assessments for the cemetery expansion. Key project areas include a Columbaria Area (Sheet V-401) and a Pre-Placed Crypts (PPC) Area (Sheet V-402). Work includes removal of asphalt paving, concrete, concrete roll curb/valley gutters, and selective gravel removal, along with protection of existing storm drain networks and landscaping. FCA deficiencies documented involve concrete settling and trip hazards at two existing committal shelters requiring repair, separation between perimeter walls and concrete, and differential settlement issues. The drawings reference benchmarks (BM #2 at elevation 1259.85 and BM #3 at elevation 1263.87) and provide detailed insets and site plans showing existing columbaria structures and proposed work areas. General notes emphasize contractor responsibility for turf repair, asphalt edge protection during demolition, and coordination with the COR regarding damaged areas.

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Other files

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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_7 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 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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EXISTING POND

BM #2

#4 REBARS

N: 521142.740 E: 1863787.553

ELEV: 1259.85

BM #3

#4 REBAR

N: 520053.108 E: 1863805.916

ELEV: 1263.87

BM #3

#4 REBAR

N: 520053.108 E: 1863805.916

ELEV: 1263.87

PPC AREA

SHEET V-402

COLUMBARIA AREA

SHEET V-401

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

JORDA N D. V A NDERMEERE NG INEER V-101

OVERALL TOPOGRAPHIC SURVEY

0 100 200

1 INCH = 100 FEET

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BFP

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AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.

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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

JORDA N D. V A NDERMEERE NG INEER V-401

TOPOGRAPHICAL & UTILITY

SURVEY - COLUMBARIA

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

JORDA N D. V A NDERMEERE NG INEER V-402

TOPOGRAPHICAL & UTILITY

SURVEY - PRE PLACED CRYPTS

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

JORDA N D. V A NDERMEERE NG INEER

0 20 40

1 INCH = 20 FEET

CD101

NEW WORK DEMOLITION PLAN

1. REMOVE ASPHALT PAVING.

2. REMOVE CONCRETE.

3. REMOVE CONCRETE ROLL CURB/ VALLEY GUTTER.

4. RELOCATE EXISTING BENCH AS SHOWN ON D3/C-402.

5. CLEAR AND GRUB PER SPECIFICATIONS AS NECESSARY.

6. EXISTING STORM DRAIN NETWORK, PROTECT IN PLACE.

7. EXISTING GRASS, PROTECT AREAS OUTSIDE THE LIMITS

OF DISTURBANCE.

8. SAWCUT EXISTING CONCRETE/ASPHALT.

9. EXISTING ASPHALT TO REMAIN, PROTECT IN PLACE. SEE

GENERAL NOTES BELOW.

10. EXISTING CONCRETE TO REMAIN, PROTECT IN PLACE.

11. EXISTING CURB & GUTTER TO REMAIN, PROTECT IN

PLACE.

12. REMOVE EXISTING GRAVEL FOR RE-GRADING AND

RE-SHAPING OF ACCESS ROAD.

13. EXISTING POND FOUNTAIN CONTROLLER. FIELD VERIFY

BOX CONTENTS, REMOVE AND SEE LANDSCAPE PLANS

FOR AREA OF RELOCATION.

14. FIELD VERIFY LOCATION OF DRAINAGE LINE FROM

COLUMBARIUM 'B'. REMOVE BACK TO NEW POINT OF

CONNECTION AT PROPOSED COLUMBARIUM 'C'.

INSET A

INSET C

INSET B

DEMOLITION LEGEND AND SYMBOLS

SAW CUT ASPHALT/ CONCRETE

ASPHALT REMOVAL FULL DEPTH

CONCRETE REMOVAL

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CLEAR AND GRUB

EXISTING

COLUMBARIUM 'B'

EXISTING

COLUMBARIUM 'A'

EXISTING

COLUMBARIUM 'D'

EXISTING

COLUMBARIUM 'A'

EXISTING

COLUMBARIUM 'B'

GENERAL NOTES:

1. SEE LANDSCAPE PLANS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

2. PRESERVE AND PROTECT ALL EXISTING LANDSCAPING

AND IRRIGATION.

3. REPAIR ALL DAMAGED TURF WITH IMPORTED SOIL AND

SOD PER TURF RENOVATION SPECIES TO THE

SATISFACTION OF THE COR AT NO ADDITIONAL COST TO

THE GOVERNMENT.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO

THE EDGES OF EXISTING PAVING DURING SAW CUTTING

PROCEDURES. IN ADDITION, THE CONTRACTOR SHALL

PROVIDE ASPHALT EDGE PROTECTION DURING

DEMOLITION AND THROUGHOUT THE DURATION OF

CONSTRUCTION ACTIVITIES. ANY ADDITIONAL CUTTING

AND REMOVAL DEEMED NECESSARY BY THE COR TO

REMEDY ANY DAMAGES, WILL BE DONE AT NO

ADDITIONAL COST TO THE GOVERNMENT.

EXISTING PPC

SECTION 6

EXISTING PPC

SECTION

0 30 60

1 INCH = 30 FEET

0 40 80

1 INCH = 40 FEET

KEYED NOTES

5 7

GRAVEL REMOVAL

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AutoCAD SHX Text N 519721.45300

AutoCAD SHX Text E 1862825.83300

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INSET A

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INSET B

C6

0 20 40

1 INCH = 20 FEET

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FCA DEFICIENCIES DEMOLITION

PLAN

1. CONCRETE TO BE REMOVED.

2. EXISTING STORM DRAIN NETWORK, PROTECT IN PLACE.

SEE GENERAL NOTES BELOW.

3. EXISTING GRASS, PROTECT AREAS OUTSIDE THE LIMITS

OF DISTURBANCE.

4. SAWCUT EXISTING CONCRETE.

5. EXISTING CONCRETE TO REMAIN, PROTECT IN PLACE.

6. EXISTING TRASH AND ASH RECEPTACLE. REMOVE, STORE

AND PROTECT FOR REUSE.

7. CONCRETE SETTLING AROUND DRAINAGE INLET

STRUCTURE AT SHELTER 'A'. IMAGE IS TYPICAL OF

CONDITIONS AT BOTH SHELTERS.

8. DIFFERENTIAL SETTLEMENT WITHIN SHELTER 'A'

CONCRETE. IMAGE IS TYPICAL OF VARIOUS AREAS AT

BOTH SHELTERS INTRODUCING TRIP HAZARDS.

9. SEPARATION BETWEEN PERIMETER WALL AND CONCRETE

AT SHELTER 'A'. CONDITION IS TYPICAL OF VARIOUS

LOCATIONS WITHIN BOTH SHELTERS.

10. SEPARATION BETWEEN PERIMETER WALL AND

CONCRETE AT ASSEMBLY AREA. EVIDENT ALONG ENTIRE

WALL. IMAGE DEPICTS MAXIMUM SEPARATION, ROUGHLY

4 INCHES.

INSET A

INSET D

DEMOLITION LEGEND AND SYMBOLS

SAW CUT CONCRETE

CONCRETE REMOVAL

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING

COLUMBARIUM 'B'

EXISTING

COLUMBARIUM 'A'

EXISTING

COLUMBARIUM 'D'

EXISTING COMMITTAL

SHELTER 'A'

GENERAL NOTES:

1. PRESERVE AND PROTECT ALL EXISTING LANDSCAPING AND

IRRIGATION.

2. REPAIR ALL DAMAGED TURF WITH IMPORTED SOIL AND SOD

PER TURF RENOVATION SPECIES TO THE SATISFACTION OF THE

COR AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE

EDGES OF EXISTING CONCRETE DURING SAW CUTTING

PROCEDURES. ANY ADDITIONAL CUTTING AND REMOVAL

DEEMED NECESSARY BY THE COR TO REMEDY ANY DAMAGES,

WILL BE DONE AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. COMPLETE ALL REPAIRS ASSOCIATED WITH SHELTER 'A' PRIOR

TO COMMENCING ANY WORK AT SHELTER 'B'.

5. REMOVE, STORE, AND RE-INSTALL BENCHES AT NO ADDITIONAL

COST TO THE GOVERNMENT.

6. REFERENCE SHEET C-405 FOR REQUIREMENTS ON JETTING

AND CAMERA SERVICES FOR EXISTING STORM DRAIN.

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

JORDA N D. V A NDERMEERE NG INEER

KEYED NOTES

0 10 20

1 INCH = 10 FEET

0 10 20

1 INCH = 10 FEET

0 10 20 30

INSET C

INSET B

EXISTING COMMITTAL

SHELTER 'B'

EXISTING

ASSEMBLY AREA

1 INCH = 10 FEET

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E7

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