S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_2 of 11.pdf

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

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

0 20 40

1 INCH = 20 FEET

CD102

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