S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_4 of 11.pdf

R20.0'

R20.0'

8.0'

15.4'

23.5'

8.0'

63.2' 19.0' 18.4'

52.9'

42.3'

29.0'

57.2'

29.7'

11.2'

83.7'

60.3'

19.0' 37.6'

29.4'

21.5'

30.0' 18.4'

52.9'

15.4'

18.9'

23.5'

12.2'

52.8'

60.3' 8.0'

63.0'

8.0'

22.0'

10.8'

21.5'

29.4'

12.2'

18.9'

11.0'

11.0'

30.0'

8.0'

9.0'

9.0'

4.0'

9.0'

10.8'

8.0'

8.0'

9.0'

55.7'

9.0'

4.0'

4.0'

9.0'

4.0'

8.0'

8.0'

8.0'

22.0'

8.0'

8.0'

E J C J C J C J

E J C

J C

J E J

E J

E J E J

E J C J C J

E J

E J

E J E J

C J

E J

C J

E J

C J

C J

C J E J

C J C J E J

C J

E J E J

C J

E J

C J

C J

C J

E J

E J

E J

C J

C J

E J

E J

E J C J C J C J C J C J E J

E J

E J E J

E J C J C J C J C J C J C J C J

E J

E J

C J

C J

C J

C J

C J

C J E J

C J

C J

C J

C J

E J

E JE J

E J

C J

C J

C J

C J

C J

C J

C J

E J C

J C

J C

J C

J C

J C

J C

J C

J

C J

C J

C J

C J

C J

E J C

J

E J

E J

E J

C J

C J

C J

C J

C J

C J

C J

C J

C J

E J

E J

E J

E J

C J

E JE J

E J

E J

C J

E J

C J

C J

E J

C JC JC JC JE J

E J

C JE JE J

E J C

J E J

C J

C J

E J C

J C

J

E J

E J

C J

E J

C J

C J

C J

E J

E J

E J

E J

C J

C J

E J E J

C J

EXISTING POND

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 1259.15

TW= 1259.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

CONTROL POINTS

POINT

NORTHING

521,885.49

521,882.94

521,844.54

521,808.03

521,808.14

521,843.41

521,879.99

521,882.49

521,871.25

521,844.27

521,842.99

521,812.49

521,811.54

521,808.54

521,809.54

521,840.04

521,841.38

521,871.36

EASTING

1,863,768.09

1,863,838.24

1,863,873.93

1,863,872.59

1,863,869.59

1,863,870.88

1,863,836.89

1,863,767.98

1,863,770.48

1,863,769.49

1,863,804.46

1,863,832.81

1,863,858.71

1,863,858.60

1,863,831.46

1,863,803.11

1,863,766.38

1,863,767.48

CONTROL POINTS

POINT

NORTHING

521,782.97

521,712.82

521,677.13

521,678.47

521,681.47

521,680.18

521,714.17

521,783.08

521,780.58

521,781.57

521,746.60

521,718.25

521,692.35

521,692.46

521,719.60

521,747.95

521,784.68

521,783.58

EASTING

1,863,871.31

1,863,868.77

1,863,830.37

1,863,793.85

1,863,793.96

1,863,829.23

1,863,865.81

1,863,868.31

1,863,857.08

1,863,830.09

1,863,828.81

1,863,798.31

1,863,797.36

1,863,794.36

1,863,795.36

1,863,825.86

1,863,827.21

1,863,857.19

204205

212 213

305 306

309310

313314

317 318

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 12

.15

TW= 12

.00

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 C-403

ENLARGED SITE AND HORIZ-VERT

CONTROL PLAN - COLUMBARIA 'E-H'

FU

TU

R E

C O

LU

M

BAR

IU

M 'G

PROPOSED

COLUMBARIUM 'H'

M

ATC

H

LIN

E

SEE SH

EET C

-404

FU

TU

R E

C O

LU

M

BAR

IU

M 'F'

PROPOSED

COLUMBARIUM 'E'

1. FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.

2. CONCRETE PAVING, SEE DETAIL B8/C-501.

3. DOUBLE SIDED COLUMBARIUM WALL - TYP. SEE

ARCHITECTURAL COLUMBARIUM SHEETS A-106 AND A-107.

4. 6' BENCH, SEE SPECIFICATION 32 33 00 AND DETAIL SHEET

C-507.

5. 8' BACKLESS BENCH, SEE SPECIFICATION 32 33 00 AND

DETAIL SHEET C-507.

0 10 20

1 INCH =10 FEET

KEYED NOTES

LEGEND AND SYMBOLS

FLOWER WATER STATION

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

CONCRETE

BENCH

C-401

C-405

C-405 C-402C-403

C -4

C-405

* CONTROL POINTS AT FRONT FACE OF FOUNDATION WALL

E J

C

J CONTROL JOINT

EXPANSION JOINT

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TW = 1262.25 TOP OF FOUNDATION

WALL ELEVATION

5.4'

19.5'

20.7'

6.0'

25.0'

TYP.

23.8'

11.6'

22.0'

E J

C J

E J

C J C J E J

E J

C J

C J

C J

E J

C J

C J

C J

E J

E J

E J

E J

E J

E J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

E J

C J

C J

C J

C J

C J

C J

C J

C J

C J

R15.0'

R20.0'

9.0'

20.0'

10.0' 9.0'

2.0'

10.2'

R28.0'

C J

R52.0'

6.0'

6.0'

R52.0'

2.0'

R227.0'

R173.0'

8.0'

TYP.

15.6'

14.5'

22.4'

25.0'

TYP.

E J

C J

C J

C J

C J

C J

C J

9.0' 20.0'

10.0'

9.0'

2.0'

6.0'

R2.5'

R16.1'

C J

C J

C J

C J

8.0'

TYP.

EXISTING POND

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 1259.15

TW= 1259.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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 C-404

ENLARGED SITE PLAN - SIDEWALK

AND PAVING

EXISTING

COLUMBARIUM 'A'

M

AT

C H

LI

N

E

SE

E

SH

EE

TC

-4

MATCHLINE

SEE THIS SHEET

MATCHLINE

SEE THIS SHEET

EXISTING

COLUMBARIUM 'B'

KEYED NOTES

1. ROLLED CURB. SEE DETAIL B2/C-501.

2. CURB TIE-IN, MATCH EXISTING AT SAWCUT AND END

TRANSITION TO VALLEY GUTTER ~ STA 0+04.90 L AND

0+04.30 R. SEE DETAIL B5/C-501.

3. VALLEY GUTTER. SEE DETAIL E8/C-501.

4. ROLLED CURB TRANSITION TO VALLEY GUTTER. STA

2+20.66 TO 2+23.63 L AND 2+75.83 TO 2+78.63 R. SEE DETAIL

B5/C-501.

5. ASPHALT PAVING. SEE DETAIL F1 AND F7/C-501.

6. CONCRETE PAVING, SEE DETAIL B8/C-501.

7. TYPICAL STALL MARKINGS. PARKING STALL DIMENSIONS

(9.0' X 25.0'). 4" WIDE WHITE STRIPING, SEE DETAIL B5 THIS

SHEET.

8. FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.

LEGEND AND SYMBOLS

CONCRETE

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

ASPHALT PAVING

MOUNTABLE CURB & GUTTER

AND VALLEY GUTTER

EXISTING

ASPHALT PAVING

EXISTING

SIDEWALK

EXISTING

SIDEWALK

EXISTING CURB

0 10 20

1 INCH =10 FEET

FLOWER WATER STATION

EXISTING

GRAVEL ROAD

C-401

C-405

C-405 C-402C-403

C -4

C-405

EXISTING CURB

TYP.

TYP.

E J

C

J CONTROL JOINT

EXPANSION JOINT

4" WIDE WHITE STRIPING

8.0'

4.0'

8.0'

2.0'

4" WIDE WHITE STRIPING

EDGE OF

PSAVING

EDGE OF

PSAVING

0.5'

0.5'

9.0'

R46.0'

R54.0'

45.2'

8.0'

9.3'

40.3'

35.8'

48.3'8.0'

23.4'

8.0'

35.8'

48.3'

40.3'

9.3'

8.0'

45.2'

8.0'

R40.0'

R29.0'

R20.0'

R30.0'

8.0'

10.0'

10.0'

9.0'

9.0'

EXISTING POND

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 12

.15

TW= 12

.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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 C-405

ENLARGED SITE PLAN - FCA

DEFICIENCIES

LEGEND AND SYMBOLS

*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

EXISTING

COLUMBARIUM 'B'

EXISTING

COLUMBARIUM 'A'

EXISTING COMMITTAL

SHELTER 'A'

EXISTING COMMITTAL

SHELTER 'B'

EXISTING

ASSEMBLY AREA

INSET A

INSET D

INSET C

INSET B

0 10 20

1 INCH = 10 FEET

KEYED NOTES

1. CONCRETE PANEL REPLACEMENT. REMOVE TO NEAREST

EXPANSION JOINT. MATCH EXISTING ELEVATIONS AND

JOINT PATTERNS. SEE DETAIL B8/C-501.

2. EXISTING CONCRETE. PROTECT IN PLACE.

3. NEW CONCRETE PAVING, SEE DETAIL B8/C-501.

2 2

COLUMBARIA PANEL REPLACEMENT OVER EXCAVATION NOTES:

SOILS BELOW CONCRETE REPAIRS SHALL FOLLOW THE SAME

SUBGRADE REPAIR DETAILS AS ASSEMBLY AREA AND COMMITTAL

SHELTERS, SEE DETAIL F5/C-410.

ASSEMBLY AREA AND COMMITTAL SHELTER NOTES:

SEE GRADING SHEETS FOR OVER EXCAVATION AND SUBGRADE

REPAIR GUIDELINES

PROVIDE PIPE JETTING AND CAMERA SERVICES FOR APPROX. 520 LF

OF EXISTING STORM DRAIN PIPE NETWORK. PIPE NETWORK INCLUDES

PIPES WITH SHARED STRUCTURE CONNECTIONS AT AREAS OF BOTH

COMMITTAL SHELTERS AND THE ASSEMBLY AREA. JETTING AND

CAMERA SERVICES SHALL EXTEND OUT TO DAYLIGHT ON ALL PIPING.

COR SHALL RECEIVE DIGITAL COPY OF CAMERA SERVICES AND BE

NOTIFIED OF POTENTIAL ISSUES IMMEDIATELY FOLLOWING

COMPLETION OF THE JETTING AND CAMERA WORK.

E J

C

J CONTROL JOINT

EXPANSION JOINT

CONCRETE

E J

E J

E J

C J

C J

C J

E J

E J

C J

C J

C J

E J

E J

C J

C J

E J

E J

E J E J

E J

C J E

J

E J

E J

C J

C J

C J

E J C J

C J

E J

E J

C J

C J

C J

C J

C J

E J

E J

E J

C J

C J

E J

E J

E J

E J

E J

E J E J

E J

E J

E J

E J

E J

E J

C J

C J C J

C J

C J

C J

C J C

J

C J

C J

C J

C J

C J

C J

C J

C J

C J C J

C J

PIPE JETTING AND CAMERA

SERVICES, SEE NOTES THIS SHEET

PIPE JETTING AND CAMERA

SERVICES, SEE NOTES THIS SHEET

PIPE JETTING AND CAMERA

SERVICES, SEE NOTES THIS SHEET

PIPE JETTING AND CAMERA

SERVICES, SEE NOTES THIS SHEET

PIPE JETTING AND CAMERA

SERVICES, SEE NOTES THIS SHEET

IE:1254.68

IE:1254.12

IE:1252.66

IE:1255.12

IE:1255.75

IE:1256.53

IE:1257.25

IE:1255.93

IE:1255.62

IE:1255.10

IE:1263.47

IE:1261.77

IE:1260.51

IE:1262.55

IE:1261.80

IE:1261.53

IE:1260.52IE:1259.73IE:1259.51

IE:1256.78

IE:1256.43

IE:1259.05

IE:1259.82

IE:1257.70 IE:1258.35

IE:1252.24

IE:1257.04

IE:1254.62 IE:1255.42

IE:1256.22

IE:1257.02

IE:1258.43

IE:1259.02 IE:1259.65

IE:1261.08

IE:1261.60

IE:1253.39

IE:1257.87

IE:1258.17

IE:1256.97

68 12

1262 1261

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 1259.15

TW= 1259.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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

0 20 40

1 INCH =20 FEET

C-406

ENLARGED GRADING & DRAINAGE

PLAN - PRE PLACED CRYPTS

LEGEND AND SYMBOLS

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

KEYED NOTES

1. 6" HDPE CURRUGATED SOLID DUAL WALL UNDERDRAIN

PIPE WITH SMOOTH INTERIOR.

2. 4" HDPE CORRUGATED PERFORATED DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

3. CONNECTION, 4" PERFORATED HDPE TO 6" SOLID HDPE

PIPE.

4. 4" HDPE CLEANOUT TO BE LOCATED AT THE BEGINNING OF

THE PERFORATED LATERAL, AT INTERMEDIATE

LOCATIONS SHOWN IN PLANS, AND AT EVERY CHANGE IN

SLOPE OR DIRECTION, (TYPICAL). SEE DETAIL F5/C-503.

5. 6" HDPE CLEANOUT TO BE LOCATED AT THE BEGINNING OF

THE MAIN LINE, AT INTERMEDIATE LOCATIONS SHOWN IN

PLANS, AT LATERAL CONNECTIONS, AND AT EVERY

CHANGE IN SLOPE OR DIRECTION, (TYPICAL). SEE DETAIL

F5/C-503.

6. CONNECTION TO EXISTING PPC SECTION 6 DRAINAGE.

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PERFORATED 4" HDPE PIPE

NON PERFORATED 6" HDPE PIPE

EXISTING STORM DRAIN

MATCH EXISTING GRADE

PPC CLEANOUT

LIMITS OF ACCESS

ROAD RE-GRADE.

LIMITS OF ACCESS

ROAD RE-GRADE.

TYP.

TYP.

TYP.

IE: 62.25 HDPE PIPE INVERT ELEVATION

C-406

C-410

C-407C-408

C -4

C-410

C-410

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

SECTION 7 PPC'S

1312 STANDARD

22 OVERSIZED

EXISTING

SECTIO

N 6 PPC'S

SECTION 8 PPC'S

1321 STANDARD

9 OVERSIZED

SECTION 9 PPC'S

870 STANDARD

20 OVERSIZED

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

ST-9 INLINE AREA DRAIN

ST-10 JUNCTION BOX

ST-11 FLARED END SECTION

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

EL:1264.75

EL:1264.75

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.75

EL:1264.60

EL:1264.75

EL:1264.80

EL:1264.00

EL:1264.00

MATCH EXISTING

MATCH EXISTING

EL:1264.85

EL:1264.85

EL:1264.80

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.75

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.60

EL:1264.70

EL:1264.15

EL:1264.15

EL:1264.15

EL:1264.75 EL:1264.75

EL:1264.75 EL:1264.75

EL:1264.80

EL:1264.80

EL:1264.80

EL:1264.80

EL:1264.00

EL:1264.00

EL:1264.00

HP:1265.07

HP:1265.00

EL:1264.91

EL:1264.90

IE:1261.15

IE:1261.64 IE:1262.25

IE:1263.30

IE:1263.11

IE:1263.20

IE:1262.43

IE:1262.54

IE:1262.10

IE:1262.19

IE:1261.88

IE:1261.91

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 12

.15

TW= 12

.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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

0 10 20

1 INCH =10 FEET

C-407

ENLARGED GRADING & DRAINAGE

PLAN - COLUMBARIUM 'C'

EXISTING

COLUMBARIUM 'A'

PROPOSED

COLUMBARIUM 'C'

EXISTING

COLUMBARIUM 'D'

EXISTING

COLUMBARIUM 'B'

LEGEND AND SYMBOLS

STORM DRAIN PIPING

STORM AREA DRAIN / JUNCTION BOX

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

KEYED NOTES

1. TIE-IN FROM EXISTING COLUMBARIUM 'B' UNDERDRAIN

SYSTEM. CONTRACTOR TO FIELD VERIFY EXISTING DRAIN

LINE LOCATION.

2. TIE-IN FROM NEW COLUMBARIUM 'C' UNDERDRAIN.

3. CONSTRUCT JUNCTION BOX. SEE DETAIL F1/C-502. REFER

TO D7/C-203 FOR ELEVATIONS AND PIPE INVERTS.

4. CONSTRUCT GRATED INLINE DRAIN. SEE DETAIL C1/C-502.

REFER TO D7/C-203 FOR ELEVATIONS AND PIPE INVERTS.

5. CONSTRUCT 12" HDPE CORRUGATED SOLID DUAL WALL

STORM DRAIN PIPE WITH SMOOTH INTERIOR. SEE BEDDING

DETAIL C4/C-502.

6. CONSTRUCT 12" FLARED END SECTION. SEE DETAIL

C6/C-502. REFER TO D7/C-203 FOR ELEVATIONS AND PIPE

INVERTS.

7. TYPICAL 6" HDPE CORRUGATED SOLID DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

8. TYPICAL 4" HDPE CORRUGATED PERFORATED DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

9. TYPICAL GRAVEL STRIP CLEANOUT TO BE LOCATED AT

BEGINNING OF PIPE RUN AND EVERY CHANGE IN SLOPE

OR DIRECTION. SEE DETAIL D5/C-503.

10. TURF CLEANOUT. SEE DETAIL F5/C-503.

11. RIPRAP OUTLET PROTECTION, SEE DETAIL C8/C-502.

12. CONSTRUCT 12" X 6" HDPE REDUCING TEE.

13. TYPICAL 4" HDPE CORRUGATED SOLID DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PERFORATED 4" HDPE PIPE

NON PERFORATED 4" AND 6" HDPE PIPE

FINISHED CONCRETE ELEVATION

FLARED END SECTION

CLEANOUT

C-406

C-407C-408

C -4

C-410

C-410

EL: 62.25

EXISTING STORM DRAIN PIPING

EXISTING STORM DRAIN BOX

HIGH POINT ELEVATIONHP: 62.25

BENCH

CONCRETE

FLOWER WATER STATION

C-410

TYP.

TYP.

TYP.TYP.

TYP.

TYP.

TYP.

TYP.

UNDERDRAIN PIPE AND CONTOUR NOTES:

1. ALL UNDERDRAIN PIPES SHALL HAVE 0.50% MINIMUM SLOPE.

NEGATIVE SLOPE IS PROHIBITED.

2. CONTOURS ARE FOR REFERENCE ONLY.

TW = 1262.25 TOP OF FOUNDATION WALL ELEVATION

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 12

.15

TW= 12

.00

ST-6 AREA DRAIN

IE:1254.32

IE:1255.65

IE:1253.84

IE:1256.80 IE:1256.95

IE:1255.94

IE:1255.99

IE:1255.58

IE:1256.85

IE:1256.05

IE:1255.89

IE:1256.37

IE:1256.38

IE:1257.00

IE:1257.00

EL:1258.15

EL:1258.15

EL:1258.00

EL:1258.00

EL:1258.13

EL:1258.00

EL:1258.15

EL:1258.27 EL:1258.29

EL:1258.44

EL:1258.07

EL:1258.15

EL:1258.23

EL:1258.27 EL:1258.28

EL:1258.29

EL:1258.33EL:1258.14

EL:1258.00 EL:1258.01

EL:1258.03

EL:1258.04

EL:1258.07 EL:1258.24

EL:1258.24

EL:1258.30

EL:1258.45

EL:1258.45

EL:1258.45

EL:1258.50

EL:1258.18

EL:1258.38

EL:1258.38

HP:1258.80

EL:1258.38

EL:1258.35

EL:1258.39

EL:1258.42

HP:1258.80

EL:1258.48

EL:1258.49

EL:1258.28

EL:1258.06

EL:1258.52

EL:1258.58

EL:1258.65

EL:1258.59

EL:1258.65

EL:1258.80

EL:1258.80

EL:1258.72

EL:1258.80

EL:1258.80

EL:1258.80

EL:1258.66

EL:1258.67

EL:1258.65

EL:1258.62

EL:1258.68

EL:1258.71 EL:1258.77

EL:1258.81

EL:1258.34

EL:1258.32

EL:1258.31

EL:1258.28

EL:1258.29

EL:1258.35

EL:1258.35

EL:1258.50

EL:1258.72

EL:1258.76

EL:1258.60

EL:1258.57

EL:1258.35 EL:1258.35

EL:1258.35

EL:1258.42

EL:1258.57

EL:1258.57

EL:1258.61

EL:1258.52

EL:1258.50

EL:1258.68

EL:1258.67

HP:1259.20

HP:1259.00

EL:1258.50

EL:1258.43

EL:1258.52

EL:1258.41

EL:1258.51

ST-4 CURB INLET

ST-6 AREA DRAIN

ST-7 JUNCTION BOX

ST-8 FLARED END SECTION

ST-5 JUNCTION BOX

IE:1253.84EL:1258.00

EXISTING POND

TW

= 1258.65

TW= 1258.65

TW= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 12

.15

TW= 12

.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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 C-408

ENLARGED GRADING & DRAINAGE

PLAN - COLUMBARIA 'E-H'

FUTURE

COLUMBARIUM 'G'

PROPOSED

COLUMBARIUM 'H'

MATCHLINE

SEE THIS SHEET

M

ATC

H

LIN

E

SEE SH

EET C

-409

FUTURE

COLUMBARIUM 'F'

PROPOSED

COLUMBARIUM 'E'

MATCHLINE

SEE THIS SHEET

C-406

C-410

C-407C-408

C -4

C-410

C-410

KEYED NOTES

1. TIE-IN FROM NEW COLUMBARIA 'E'-'H' UNDERDRAIN.

2. CONSTRUCT JUNCTION BOX. SEE DETAIL F1/C-502.

3. CONSTRUCT 12" HDPE CORRUGATED SOLID DUAL WALL

STORM DRAIN PIPE WITH SMOOTH INTERIOR. SEE BEDDING

DETAIL C4/C-502.

4. DRAINAGE RUN 1 FROM ROAD EXTENSION.

5. CONSTRUCT 12" FLARED END SECTION. SEE DETAIL

C6/C-502.

6. RIPRAP OUTLET PROTECTION, SEE DETAIL C8/C-502.

7. TYPICAL 6" HDPE CORRUGATED SOLID DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

8. TYPICAL 4" HDPE CORRUGATED PERFORATED DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

9. TYPICAL GRAVEL STRIP CLEANOUT TO BE LOCATED AT

BEGINNING OF PIPE RUN AND EVERY CHANGE IN SLOPE

OR DIRECTION SEE DETAIL D5/C-503.

10. TURF CLEANOUT. SEE DETAIL F5/C-503.

11. CONSTRUCT AREA DRAIN. SEE DETAIL F4/C-502.

12. TYPICAL 4" HDPE CORRUGATED SOLID DUAL WALL

UNDERDRAIN PIPE WITH SMOOTH INTERIOR.

LEGEND AND SYMBOLS

STORM DRAIN PIPING

STORM AREA DRAIN / JUNCTION BOX

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PERFORATED 4" HDPE PIPE

NON PERFORATED 4" AND 6" HDPE PIPE

FINISHED CONCRETE ELEVATION

FLARED END SECTION

CLEANOUT

EL: 62.25

EXISTING STORM DRAIN PIPING

EXISTING STORM DRAIN BOX

HIGH POINT ELEVATIONHP: 62.25

BENCH

CONCRETE

FLOWER WATER STATION

MATCHLINE

SEE SHEET C-409

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

0 20 40

1 INCH =20 FEET

TYP.

UNDERDRAIN PIPE AND CONTOUR NOTES:

1. ALL UNDERDRAIN PIPES SHALL HAVE 0.50% MINIMUM SLOPE.

NEGATIVE SLOPE IS PROHIBITED.

TOP OF FOUNDATION WALL ELEVATIONTW = 1262.25

ST-2 AREA GUTTER DRAIN

ST-3 CURB INLET

ST-4 CURB INLET

EL:1259.28

EL:1259.35 EL:1259.56

EL:1259.64

EL:1260.26

MATCH EXISTING

EL:1258.69

EL:1258.44

EL:1259.59

EL:1258.49

EL:1257.53

EL:1259.37

EL:1258.84

EL:1261.00

EL:1261.39

EL:1258.95

EL:1258.95

ST-1 AREA GUTTER DRAIN

EL:1263.67

EL:1263.60

MATCH EXISTING MATCH EXISTING

MATCH EXISTING

EXISTING POND

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 1259.15

TW= 1259.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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 C-409

ENLARGED GRADING & DRAINAGE

PLAN - SIDEWALK AND PAVING

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -4

MATCHLINE

SEE THIS SHEET

MATCHLINE

SEE THIS SHEET

EXISTING

ASPHALT PAVING

EXISTING

SIDEWALK

0 10 20

1 INCH =10 FEET

C-406

C-410

C-407C-408

C -4

C-410

C-410

KEYED NOTES

1. AREA DRAIN, SQUARE FRAME AND GRATE, SEE DETAIL

F4/C-502.

2. CURB INLET, SEE DETAIL F8/C-502.

3. 12" HDPE CORRUGATED SOLID DUAL WALL STORM DRAIN

PIPE WITH SMOOTH INTERIOR. SEE BEDDING DETAIL

C4/C-502.

4. DRAINAGE RUN 1 OUTLET TO DRAINAGE RUN 2. SEE SHEET

C-202.

LEGEND AND SYMBOLS

STORM DRAIN PIPING

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

FINISHED CONCRETE ELEVATIONEL: 62.25

CONCRETE

FLOWER WATER STATION

ASPHALT PAVING

STORM GUTTER DRAIN INLET

STORM CURB DRAIN INLET

MOUNTABLE CURB & GUTTER

AND VALLEY GUTTER

EXISTING

COLUMBARIUM 'B'

EXISTING

COLUMBARIUM 'A'

MATCHLINE

SEE SHEET C-408

GRADING AND CONTOUR NOTES:

1. FINAL GRADES ADJACENT TO PAVED AREAS

SHALL SLOPE AWAY FROM EDGES 2% MIN.

WS:1274.92

WS:1274.92

HP:1275.16

HP:1275.48

HP:1275.48

HP:1275.48

HP:1275.40

EL:1275.09

EL:1274.90

EL:1275.06

EL:1275.25

EL:1275.35 EL:1275.08

EL:1275.35

EL:1275.25

EL:1275.25

RIM:1275.17

EL:1275.41

EL:1275.33

EL:1276.19

EL:1276.39

EL:1277.59

EL:1278.01

MATCH EXISTING

MATCH EXISTING

WS:1264.92

WS:1264.92

MATCH EXISTING

MATCH EXISTING

HP:1265.16

HP:1265.48

HP:1265.48

HP:1265.48

EL:1265.35

EL:1265.06

EL:1264.90 EL:1265.25

EL:1265.09

HP:1265.40

EL:1265.25

RIM:1264.17

EL:1265.25

EL:1265.33

EL:1265.35

EL:1265.08

EL:1290.16

EL:1290.16

EL:1290.16

EL:1290.33

WS:1290.03

EL:1290.33

WS:1290.03EL:1290.33

EL:1290.16

EL:1290.33

EL:1290.51

EL:1290.51

EL:1290.33

MATCH EXISTING

MATCH EXISTING

HP:1290.91

ST-13 GRATED INLET

ST-12 GRATED INLET

1288 1287

EXISTING POND

TW

= 1258.65

TW= 1258.65

TW

= 1258.65

TW= 1258.65

TW

= 1258.80

TW= 1258.80

TW

=1258.80

TW= 1259.00

TW= 1259.15

TW

= 1259.00

TW

= 1259.15

TW

= 1259.00

TW= 12

.15

TW= 12

.00

TW= 1265.00

TW

= 1265.00

TW

= 1264.95

TW= 1264.95

TW

= 1264.95

TW= 1265.25

TW

= 1265.15

TW

= 1265.00

TW= 1265.00

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 C-410

ENLARGED GRADING & DRAINAGE

PLAN - FCA DEFICIENCIES

LEGEND AND SYMBOLS

KEYED NOTES

1. AREA DRAIN, ROUND FRAME AND GRATE STORM DRAIN

INLET STRUCTURE. SEE DETAIL F6/C-506.

2. EXISTING DRAINAGE PIPE. FIELD VERIFY AND ADJUST NEW

WORK TO AVOID CONFLICT. SEE NOTES BELOW.

3. EXISTING DRAINAGE INLET STRUCTURE. ADJUST TO

MATCH FINISHED CONCRETE GRADE. SEE NOTES BELOW.

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING STORM DRAIN

DRAINAGE INLET STRUCTURE

EXISTING COMMITTAL

SHELTER 'A'

EXISTING COMMITTAL

SHELTER 'B'

EXISTING

ASSEMBLY AREA

INSET C

INSET A

INSET B

0 10 20

1 INCH = 10 FEET

EXISTING DRAINAGE INLET STRUCTURE

FOR ASSEMBLY AREA SUBSURFACE

DRAINAGE LAYOUT AND SUBGRADE

REMEDIATION DETAILS, SEE SHEET C-506.

FINISHED CONCRETE ELEVATIONEL: 62.25

CONCRETE ELEVATION AT WALL SCUPPERWS: 62.25

HIGH POINT CONCRETE ELEVATIONHP: 62.25

5" REINFORCED CONCRETE PAVING PER DETAIL B8/C-501.

COMPACTED SUBGRADE PER

SPECIFICATION 31 20 11.

UNDISTURBED

EXISTING SUBGRADE

EXISTING CONCRETE WALL

5"

2'-6" MIN.

1"

6" COMPACTED TYPE 'A' BASE

PER SPECIFICATION 31 20 11.

REFERENCE DETAIL F5 AND NOTES THIS SHEET

FOR COMMITTAL SHELTER SUBGRADE

REMEDIATION.

REFERENCE DETAIL F5 AND NOTES THIS SHEET

FOR COMMITTAL SHELTER SUBGRADE

REMEDIATION.

* SEE OVER EXCAVATION

NOTE THIS SHEET

EXISTING STORM DRAIN NOTES:

SEE SHEET C-405 FOR REQUIREMENTS ON JETTING AND CAMERA

SERVICES FOR EXISTING STORM DRAIN.

OVER EXCAVATION NOTES:

SOILS BELOW CONCRETE REPAIR AREAS SHALL BE REMOVED TO A

DEPTH OF AT LEAST 30". SOILS BELOW 30" SHALL BE EVALUATED BY

A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY FILL.

EVALUATION OF THE SOIL SUITABILITY WILL BE AT THE DISCRETION

OF THE GEOTECHNICAL ENGINEER. THE EVALUATION MAY BE

ACCOMPANIED BY T-PROBE TESTING, DYNAMIC CONE

PENETROMETER (DCP) TESTING, OR ANY OTHER METHODS DEEMED

NECESSARY BY THE GEOTECHNICAL ENGINEER. ANY FILL PLACED

SHALL MEET REQUIREMENTS OF LOW VOLUME CHANGE (LVC)

MATERIAL AS DEFINED BY SPECIFICATION 31 20 11.

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

GENERAL NOTES:

1. JOINT SHALL BE TOOLED.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS (MINIMUM OF 1" DEPTH).

SCALE: NTS

CONTRACTION JOINTD5SCALE: NTS

EXPANSION JOINTD2

REINFORCEMENT -

SEE CONCRETE

PAVING DETAIL B8

THIS SHEET

INSTALL DOWEL

CAPS ON BOTH

ENDS

SMOOTH DOWEL 58" DIA.

@ 18" O.C.

5" 5"

TOOLED JOINT WITH 14" R

GENERAL NOTES:

1. INSTALL MASON SAND ON

TOP OF SEALANT BEFORE

SEALANT CURES.

2. ALL EXPANSION JOINTS ARE

TO HAVE A 1/4" TOOLED

RADIUS.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

1/4" R

SCALE: NTS

CONSTRUCTION JOINTD8

INSTALL DOWEL

CAPS ON BOTH

ENDS

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

24"EXISTING ASPHLAT

SAWCUT, REMOVE AND

REPLACE EXISTING ASPHLAT

PROPOSED ASPHALT

PROPOSED BASE MATERIALS.

COMPACTED PER SPECIFICATION 31 20 11.

EXISTING BASE MATERIAL

GENERAL NOTES:

1. PROVIDE FRESH SAW CUT PRIOR TO PAVING.

2. RESTORE EXISTING BASE MATERIAL TO EXISTING

CONDITION OR BETTER.

SCALE: NTS

ASPHALT PAVEMENT SPLICEF7

SEE PLANS

24"

ROLL CURB

SCALE: NTS

ROLL CURB TRANSITION B5

SMOOTH DOWEL 58" DIA.

@ 18" O.C.

EXPANSION JOINT FILLER

WITH SEALANT

C-501

STANDARD DETAILS

1/4" RADIUS

AT EDGES

6" MIN.

5"

4"

#4 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED.

SCALE: NTS

CONCRETE PAVINGB8

CONCRETE PAVING PER SPECIFICATION

03 30 53 AND 32 05 23 MEDIUM BROOM FINISH.

PREPARE SUBGRADE PER

SPECIFICATION 31 20 11

2" SURFACE COURSE #165 (TYPE "C")

COMPACTED ASPHALT CONCRETE

PER SPECIFICATION 32 12 16

2" BASE COURSE #275 (TYPE "B")

COMPACTED ASPHALT CONCRETE

PER SPECIFICATION 32 12 16

TACK COAT

BETWEEN LIFTS

PRIME COAT

SCALE: NTS

TYPICAL ROADWAY SECTIONF1

PREPARE SUBGRADE PER

SPECIFICATION 31 20 11

2.5"

GENERAL NOTES:

1. REFERENCE PLANS FOR CROSS SECTIONS.

2. PROVIDE ASPHALT SPLICE AT ALL TRANSITIONS

BETWEEN NEW AND EXISTING ASPHALT

SECTIONS PER DETAIL THIS SHEET.

6" COMPACTED ODOT

TYPE 'A' AGGREGATE BASE

PER SPECIFICATION 31 20 11

SCALE: NTS

LONGITUDINAL ASPHALT SEPARATION REPAIRF4

EXISTING BASE MATERIAL

EXISTING CONCRETE ADJACENT

TO LOOP ROAD AT BOTH

COMMITTAL SHELTERS 'A' AND 'B'.18" MIN.

SAW CUT

6" MIN.

EXISTING SUBGRADE

4" MIN.

EXISTING BASE MATERIAL

EXISTING PAVING

RECONDITION AND COMPACT EXISTING BASE

PER SPECIFICATION 31 20 11

VERIFY MIN. 6" BASE COURSE THICKNESS

MATCH EXISTING PAVING OR

4" MIN. THICKNESS PLACED

PER TYPICAL ROADWAY

SECTION DETAIL THIS SHEET

6" COMPACTED ODOT

TYPE 'A' AGGREGATE BASE

PER SPECIFICATION 31 20 11

VARIES PER PLANS

1/4" R1/4" R

10"

6" MIN. COMPACTED

ODOT TYPE 'A'

AGGREGATE BASE PER

SPECIFICATION 31 20 11

C-501 F1

ROADWAY SECTION

SCALE: NTS

VALLEY GUTTERE8

GENERAL NOTES:

1. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

2. SLOPED PER ELEVATIONS SHOWN ON GRADING PLAN.

3. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS O.C.

4. EXPANSION JOINT WITH 2 DOWELS SHALL BE PLACED WHERE

VALLEY GUTTER TRANSITION MEETS EXISTING CURB/GUTTER.

2.0% 2.0%

CONCRETE PER

SPECIFICATION 32 05 23

TWO ROWS OF

CONTINUOUS #4

REBAR

PREPARE SUBGRADE PER

SPECIFICATION 31 20 11

CONCRETE PER

SPECIFICATIONS

8" TOOLED CHAMFERED

EDGE TO MATCH EXISTINGGUTTER SLOPE -2%

ASPHALT PAVEMENT

PER DETAIL THIS

SHEET

3 38 "

7 58 "

8" MIN

11"

MATCH

EXISTING

SCALE: NTS

ROLL CURBB2

TWO ROWS OF

CONTINUOUS #4

REBAR

COMPACTED, LOW

PERMEABILITY BACKFILL

SLOPED AWAY MIN. 2%

WHERE NO SIDEWALK EXISTS

6" MIN. COMPACTED ODOT

TYPE 'A' AGGREGATE BASE

PER SPECIFICATION 31 20 11

PREPARE SUBGRADE PER

SPECIFICATION 31 20 11

24"

6" MIN.

GENERAL NOTES:

1. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

2. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS O.C.

3. EXPANSION JOINT WITH 2 DOWELS SHALL BE PLACED AT ALL

LOCATIONS WHERE NEW CURB MEETS EXISTING.

12"

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 C-502

STANDARD DETAILS

SCALE: NTS

STORM SEWER BEDDINGC4

OD/2

MIN

OD/2

MIN

VARIES

PER PLANS

GENERAL NOTES:

1. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH

OSHA REQUIREMENTS.

2. FILL & BEDDING SHALL BE COMPACTED PER SPECIFICATION 31 20 11.

3. TRACING WIRE TO BE PLACED ABOVE ALL LINES.

4. NON-DETECTABLE WARNING TAPE SHALL BE PLACED 12" ABOVE STORM SEWER.

4.1. WHERE 12" IS NOT ACHIEVABLE, WARNING TAPE SHALL BE PLACED AT THE

HIGHEST ACHIEVABLE ELEVATION.

5. WHERE PIPE INSTALLATION IS BENEATH PAVING, PLACE COMPACTED AGGREGATE

BASE PER DETAIL F1/C-501.

6. WHERE PIPE INSTALLATION IS NOT BENEATH PAVING, SUITABLE BACKFILL SHALL BE

18" MIN. CAPPING OF COHESIVE SOILS WHERE ACHIEVABLE TO MINIMIZE SURFACE

WATER INFILTRATION.

4" MIN.

STONE BACKFILL,

SEE SPECIFICATIONS

33 40 00 AND 31 20 11

STORM SEWER

SPECIFICATION 33 40 00

NTS

OUTLET PROTECTIONC8NTS

FLARED END SECTIONC6

GENERAL NOTES:

1. CONCRETE SHALL BE 4,000 PSI. MIN.

2. SHALL MEET ALL STATE DOT

REQUIREMENTS.

FLOW

DIRECTION

SCALE: NTS

CURB INLETF8

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" MIN EACH WAY

8"

6"

12" MIN

SEE PLANS

OUTLET ADAPTER

18" MINIMUM

SCALE: NTS

AREA DRAINF4

24" INTEGRATED DUCTILE IRON FRAME AND

GRATE TO MATCH BASIN O.D.TO BE USED IN ALL

LOCATIONS BESIDES VALLEY GUTTERS

NYLOPLAST DRAIN BASIN

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

RISER SHALL BE 24" DIA. OR 6"

GREATER IN DIA. THAN THE

LARGEST CONNECTED PIPE DIA.

SCALE: NTS

JUNCTION BOXF1

SCALE: NTS

INLINE DRAINC1

24"

12" MIN EACH WAY

8"

24"x24" INTEGRATED DUCTILE IRON FRAME

AND CONCAVE GRATE TO MATCH BASIN O.D.

TO BE USED IN VALLEY GUTTER LOCATIONS.

WATERTIGHT ADAPTOR JOINT

(CORRUGATED HDPE SHOWN)

PVC RISER

90° LONG SWEEP FITTING

DUAL WALL, CORRUGATED,

SMOOTH INTERIOR HDPE

24" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

TO BE USED IN ALL LOCATIONS

BESIDES VALLEY GUTTERS

TRACING WIRE ABOVE

ALL PIPES

NON-DETECTABLE

WARNING TAPE PLACED

12" ABOVE STORM PIPE

1. GRATES/SOLID COVER SHALL BE DUCTILE IRON PER

ASTM A536 GRADE 70-50-05.

2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

3. DRAIN BASIN TO BE MANUFACTURED ACCORDING TO

PLAN DETAILS.

4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS

SHALL CONFORM TO ASTM D3212 FOR CORRUGATED

HDPE.

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" MIN. EACH WAY

8"

6"

12" MIN

SEE PLANS

OUTLET ADAPTER

GENERAL NOTES:

1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"

ABOVE THE UPPER MOST PIPE.

18" MINIMUM

24" INTEGRATED DUCTILE IRON

FRAME AND LID TO MATCH

BASIN O.D.

NYLOPLAST DRAIN

BASIN MEETS H-20

TRAFFIC RATING.

*OR APPROVED EQUAL

1/2" WASHED DRAINAGE FILL

WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

RISER SHALL BE 24" DIA.

OR 6" GREATER IN DIA.

THAN THE LARGEST

CONNECTED PIPE DIA.

4" TYP. 4" TYP.

4" TYP.

1/2" WASHED DRAINAGE FILL

WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

GENERAL NOTES:

1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"

ABOVE THE UPPER MOST PIPE.

GENERAL NOTES:

1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"

ABOVE THE UPPER MOST PIPE.

1/2" WASHED DRAINAGE FILL

WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

18" MINIMUM

2 ROWS OF #4 REBAR

EACH WAY

2 ROWS OF #4 REBAR

EACH WAY

2 ROWS OF #4 REBAR

EACH WAY

GENERAL NOTES:

1. CONTRACTOR SHALL BACKFILL WITH DRAINAGE STONE WRAPPED IN FILTER FABRIC TO 12"

ABOVE THE UPPER MOST PIPE.

1/2" WASHED DRAINAGE FILL

WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

4" TYP.

2 ROWS OF #4 REBAR

EACH WAY

8"

6" MIN. PIPE BEDDING

SEE SPECIFICATIONS

33 40 00 AND 31 20 11

8" MIN. THICKNESS

ASPHALT

CONCRETE ROLL

CURB & GUTTER

LEFT/RIGHT FLOW

ROLL CURB INLET PER SLOPE

ROAD BASE

HIGH FLOW VANE GRATE

12" MIN EACH WAY

2 ROWS OF #4 REBAR

EACH WAY

4"

4"

INTEGRATED DUCTILE IRON

BASE PLATE TO MATCH BASIN O.D.

RISER SHALL BE 24" DIA. OR 6"

GREATER IN DIA. THAN THE

LARGEST CONNECTED PIPE DIA.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

12" MIN

6"

SEE PLANS

12" MIN. EACH WAY

CONCRETE PER

SPECIFICATIONS

CONCRETE PER

SPECIFICATIONS

CONCRETE PER

SPECIFICATIONS

CONCRETE PER

SPECIFICATIONS

(L)

(W-2) (W-1)

FLARED END

SECTION

(L)

(S) MIN

STONE SIZE

TOP OF STONE SHALL MATCH

GRADE

FLARED END

SECTION

NON-WOVEN GEOTEXTILE FABRIC

CONTINUOUS UNDER STONE

6" MIN.

1' MIN.

1'-0"MIN.

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

AMENDMENT 001 10/12/20226

SCALE: NTS

PRE-PLACED CRYPT UNDERDRAIN CLEANOUTB1

SCALE: NTS

LIFTING LUG DETAILC1

SCALE: NTS

PRE-PLACED CRYPTS - END ROWB4

SCALE: NTS

STANDARD PRE-PLACED CRYPT INSTALLATION DETAILC7

SCALE: NTS

CLEANOUT DETAIL - FLOWER STRIPD5

SCALE: NTS

CLEANOUT DETAIL - TURF OR PLAZA F5

SCALE: NTS

OVERSIZED PRE-PLACED CRYPT INSTALLATION DETAILE7

TYP. PRE-PLACED CRYPT (TO

BE FURNISHED AND INSTALLED

BY CONTRACTOR) CENTERED

(IN BOTH DIRECTIONS)

BETWEEN GRIDLINES

(MEASURED AT TOP OF

CRYPT). SEE DETAIL D1/C-504.

GRID MONUMENT

IRRIGATION LATERAL (SEE

IRRIGATION PLANS)

IRRIGATION AISLE

8OZ. NONWOVEN GEOTEXTILE

FILTER FABRIC TO HOLD

GRAVEL IN PLACE ON

PERIMETER AND INTERIOR

IRRIGATION AISLES

GRIDLINE AS SHOWN ON PLANS

(SEE DIMENSIONS THIS DETAIL)

12" HIGH BLACK NUMBERS ON

BOTH OUTSIDE OF CRYPT LIDS

AS WELL AS THE INSIDE CRYPT

WALL ON THE FOOT END;

CONTRACTOR SHALL PAINT

BOTH SETS OF THE NUMBERS

ON THE CRYPT AFTER IT IS

SET, INSPECTED AND

APPROVED BY THE COR.

THE FOOT END NUMBERS

SHALL BE INSTALLED AT THE

TOP OF THE CRYPT WALL, AS

HIGH AS POSSIBLE.

8'-0" O.C. (TYP. GRAVE/PLOT)

3.0' O.C.

LIFTING LUGS (TYP.)

IRRIGATION HEAD

15"

HEADSTONE

LOCATION

8'-0" O.C. (TYP. GRAVE/PLOT)

3.0' O.C.

HEADSTONE

LOCATION

TYP. PRE-PLACED OVERSIZED CRYPT

AT LOCATIONS SHOWN ON PLANS, (TO

BE FURNISHED AND INSTALLED BY

CONTRACTOR) CENTERED BETWEEN

GRIDLINES (MEASURED AT TOP OF

CRYPT). SEE DETAIL F1/C-504.

CENTERLINE OF

HEADSTONES

EQ EQ

3'-0" (TYPICAL

GRAVE/PLOT)

1' M

IN

ALL TOP EDGES OF CRYPT

LIDS TO BE CHAMPHERED OR

RADIUSED, NO SQUARED

EDGES, MANUFACTURE TO

SHOW IN SHOP DRAWINGS.

GRAVESITE GRID

MONUMENT

LIFTING LUG.

NEW

IRRIGATION

LINE

SUBBASE OF CRYPT&SUBGRADE

ARE TO REFLECT FINISH GRADE

8'-0" O.C. (TYP. GRAVE/PLOT)

3.0% GRADE MAX.

(SEE GRADING PLAN)

4"

6"

EQ EQ

3'-0"

4" TOPSOIL.

4" TOPSOIL.

SCALE: NTS

PRE-PLACED CRYPT PLAN AND SECTION DETAILF1

8 OZ/SY NONWOVEN GEOTEXTILE

FILTER FABRIC OVER SUBGRADE.

6" MIN. DRAINAGE FILL PER

SPECIFICATION 31 20 11.

16" TO 18" ENGINEERED FILL PER

SPECIFICATION 31 20 11.

16" TO 18" ENGINEERED FILL

PER SPECIFICATION 31 20 11.

CONTRACTOR TO MINIMIZE

DISTURBANCE,

PROTECT SUBGRADE AND NO

CONSTRUCTION EQUIPMENT

ALLOWED ON SUBGRADE.

C-503

GRAVESITE DETAILS

NUMBERING SHALL BE

READABLE FROM HEADSTONE

POSITION FACING FOOT END.

COMPACTED DRAINAGE FILL

PER SPECIFICATION 31 20 11

GENERAL FILL PER

SPECIFICATION 31 20 11

4" PVC RISER, 45° ELBOWS, AND

FLUSH MOUNTED CLEANOUT PLUG

GASKETED PVC ELBOW MANUFACTURED

SPECIFICALLY FOR CONVERTING FROM

CORRUGATED HDPE TO PVC. NYLOPLAST

FITTING BY HANCOR OR APPROVED EQUAL

4" PERFORATED, CORRUGATED, DUAL

WALL WITH SMOOTH INTERIOR HDPE

UNDERDRAIN - SEE GRADING PLAN

12" ROUND CONCRETE

PAD, 8" DEPTH MIN.

45° PVC ELBOWS (2)

PVC PIPE REDUCER AS

REQUIRED PER PLAN

8 OZ/SY NONWOVEN GEOTEXTILE FILTER

FABRIC, WRAPPED ON TOP OF STONE

AND UP SIDE OF CRYPT MIN. OF 1'-0"

4" TOPSOIL

16" TO 18" ENGINEERED FILL

PLACED PER SPECIFICATION 31 20 11

PRE-CAST CONC. PRE-PLACED

CRYPT, TO BE FURNISHED AND

INSTALLED BY CONTRACTOR

LOCATE CLEANOUT WHERE

INDICATED ON PLANS

SEE DETAIL F5/C-503

4" DRAINAGE FILL PER

SPECIFICATION 31 20 11

VA

R

IE

S

4" 1'-0" SQ.

AREA BETWEEN CRYPTS SHALL BE

FILLED WITH COMPACTED STONE/PEA

GRAVEL (3/8" MAX. WITH 0% PASSING

#10, NO SAND ALLOWED) TO PREVENT

SETTLEMENT OF TOPSOIL. SEE

SPECIFICATION 31 20 11.

NOTES:

1. CRYPT/MONUMENT LAYOUT GENERAL NOTE:

LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED ON THE LOCATION DATA FOR

THE GRAVESITE MONUMENTS PROVIDED ON SITE PLAN. THE ACTUAL PLACEMENT

OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL

CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL

HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT)

TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER

PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT SHALL BE BASED UPON

THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS)

SHALL BE RECORDED ON THE RECORD DRAWINGS.

2. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR

SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE COTR) TO

VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH SHALL BE REMEDIED (TO THE

SATISFACTION OF THE COTR) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

3. REFER TO SPECIFICATIONS SECTION 03 48 21 REGARDING ALLOWABLE

TOLERANCES DURING CRYPT PLACEMENT.

4. CONTRACTOR TO PROVIDE THE CEMETERY WITH THREE (3) OF THE STANDARD

LIFTING DEVICES FOR CRYPT LID REMOVAL, FURTHERMORE, CONTRACTOR SHALL

ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

IRRIGATION AISLE:

BACKFILL WITH

COMPACTED APPROVED

ENGINEERED FILL PER

SPECIFICATION 31 20 11

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

G R

ID

LI

N E

AS

S

H O

W N

O N

P

LA

N S

FILL OPEN SPACE AROUND ANCHOR

BOLT WITH PLASTIC LUG CAP

PRE-PLACED

CRYPT CONC. LID

HOT DIPPED GALVANIZED

STEEL ANCHOR PIN, MIN.

CAPACITY 0.98 TON EA.

CLEANOUT PLUG

(MALE PIPE THREAD)

4" TOPSOIL

PRE-CAST CONC. LAWN CRYPT; CONTRACTOR

SHALL ENSURE THAT THE SIDE WALL OF ALL

PERIMETER CRYPTS ARE DESIGNED TO SUPPORT

THE LOAD TESTS AS SPECIFIED (AFTER BURIAL).

MIN. 6"DRAINAGE FILL PER

SPECIFICATION 31 20 11.

4" PERFORATED, CORRUGATED, DUAL WALL WITH SMOOTH

INTERIOR HDPE PERIMETER PIPE (HOLES DOWN) SURROUNDED BY

DRAINAGE STONE & FILTER FABRIC; REFER TO GRADING AND

DRAINAGE PLANS FOR SIZE, ROUTING AND CONNECTION TO STORM

SYSTEM

8 OZ/SY NONWOVEN GEOTEXTILE FILTER

FABRIC, WRAPPED ON TOP OF STONE & UP

SIDE OF CRYPT MIN. OF 1'-0".

GENERAL FILL PER

SPECIFICATIONS.

16" TO 18" ENGINEERED FILL PER

SPECIFICATIONS

CLEANOUT ADAPTOR (FEMALE

PIPE THREAD)DECORATIVE GRAVEL

TO MATCH EXISTING

DRAINAGE STONE

INSTALL PLASTIC PLUG

W/ 'O' RING FOR END OF LINE SECTION

4"

12" MIN.

4"Ø PERFORATED PIPE

(HDPE)

WYE

FILTER FABRIC

PLAN

PLUG END OF PIPE

UNLESS CONTINUOUS

WYE BRANCH

45° ELBOW

4" SOLID PVC.

1/2" EXPANSION JOINT

FILLER WITH SEALANT

SURFACE VARIES - FLUSH WITH TOP

OF PLAZA SLAB OR TURF. CONCRETE

EXTENDS IN PLAZA APPLICATION.

GRADE

FINISH BLOCK OF CAST IN PLACE

CONCRETE 12"x12"x8" PER

SPECIFICATIONS

BRONZE COUNTERSUNK PLUG IN PLAZA.

PVC COUNTERSUNK PLUG IN TURF

PVC TRAP SCREW FERRULE

4 INCHES OF COMPACTED

DRAINAGE FILL -

SPEC SECTION 31 20 11

TYPICAL NUMBERS SHOWN.

NUMBER PER NUMBERING

PLAN. SEE SHEET C-105.

NUMBERING SHALL BE

READABLE FROM HEADSTONE

POSITION FACING FOOT END.

GRID MONUMENT

IRRIGATION LATERAL (SEE

IRRIGATION PLANS)

IRRIGATION AISLE IRRIGATION HEAD

15"

GRIDLINE AS SHOWN ON PLANS

(SEE DIMENSIONS THIS DETAIL)

TYP. PRE-PLACED CRYPT (TO

BE FURNISHED AND INSTALLED

BY CONTRACTOR) CENTERED

(IN BOTH DIRECTIONS)

BETWEEN GRIDLINES

(MEASURED AT TOP OF

CRYPT). SEE DETAIL D1/C-504.

12" HIGH BLACK NUMBERS ON

BOTH OUTSIDE OF CRYPT LIDS

AS WELL AS THE INSIDE CRYPT

WALL ON THE FOOT END;

CONTRACTOR SHALL PAINT

BOTH SETS OF THE NUMBERS

ON THE CRYPT AFTER IT IS

SET, INSPECTED AND

APPROVED BY THE COR.

THE FOOT END NUMBERS

SHALL BE INSTALLED AT THE

TOP OF THE CRYPT WALL, AS

HIGH AS POSSIBLE.

8OZ. NONWOVEN GEOTEXTILE

FILTER FABRIC TO HOLD

GRAVEL IN PLACE ON

PERIMETER AND INTERIOR

IRRIGATION AISLES

LIFTING LUGS (TYP.)

AS

R

EQ

U

IR

ED

2-1/2" DIA.

1- 1/

4"

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

SCALE: 1" = NTS

TOP VIEW-STANDARD INSIDE SHELFC9

SCALE: 1" = NTS

TRANSVERSE CROSS SECTION-PERIMETER PPCB1 SCALE: 1" = NTS

TRANSVERSE CROSS SECTION-STANDARD PPCB4

SCALE: 1" = NTS

LONGITUDINAL CROSS SECTION-STANDARD PPCD1

SCALE: 1" = NTS

CRYPT PLAN-STANDARDD4

SCALE: 1" = NTS

TOP VIEW - PRE-PLACED CRYPT LIDB6 SCALE: 1" = NTS

SECTION - CRYPT LIDB9

SCALE: 1" = NTS

LONGITUDINAL CROSS SECTION- OVERSIZE PPCF1 SCALE: 1" = NTS

TRANSVERSE CROSS SECTION- 0S PERIMETER PPCF4

SCALE: 1" = NTS

TOP VIEW - OS PRE-PLACED CRYPT LIDD6 SCALE: 1" = NTS

SECTION - OS CRYPT LIDD9

SCALE: 1" = NTS

TOP VIEW- OS INSIDE SHELFF9SCALE: 1" = NTS

CRYPT PLAN- OVERSIZEF6

C-504

GRAVESITE DETAILS

7'-11

2" FIELD VERIFY

2'-4" 1'-23 4"2'-4"1'-23

4"

2'-4"

FIELD

VERIFY

2'-6"

FIELD

VERIFY

7/8"x2"x31-1/4" FIBERGLASS CHANNEL

(OR EQUIVALENT) TYP.

APPROX. .090" x 30-1/2" x 85-1/2"

PREPROCESSED BLACK HDPE

TOP VIEW

SIDE VIEW

4"

3" 1"

2" (min.)

2" (min.)

2'-10"

5'-0"

4'-6"

3"

3"

2'-11 2"

2'-11 2"

3 12"

6"

1'-81 2"

1'-2"

1'-4 12"

2"

2"

LIFTING LUG

SEE DETAIL C1/C-503

INSIDE SHELF WITH

FIBERGLASS CHANNELS -

SEE DETAIL THIS SHEET1-1/2"1-1/2"

4"Ø TAPERED

WEEP HOLES

2'-61 2"

2'-41 2"

2'-2"

2'-4"

REBAR PER SPECS.

REBAR PER SPECS.

5'-0"4'-6"

3"

3"

4"

3" 1"

2'-11 2"

3 12"

CASKET RESTS

2'-6"2" (MIN.) 2" (MIN.)

2'-10"

INSIDE SHELF WITH

FIBERGLASS

CHANNELS - SEE

DETAIL THIS SHEET

1-1/2"1-1/2"

LIFTING LUG

SEE DETAIL C1/C-503

7'-2"

7'-6"

2" (MIN.)2" (MIN.)

2'-6"

2'-6"

5'-0"

2'-11 2"

CASKET RESTS

LIFTING NOTCHES

(TYP. BOTH ENDS)

LIFTING LUG SEE

DETAIL C1/C-503

INSIDE SHELF WITH FIBERGLASS

CHANNELS - SEE DETAIL THIS SHEET

4"Ø TAPERED WEEP HOLES

TYP. (2) PLACES

2" 11

2"

3 12"4"

2'-10"

3 14" 3 14" 2" C.C.

LIFTING LUG

EQ. EQ.

9" TYP.

9" TYP.

7" TYP.

LID NOT SHOWN

FOR CLARITY

3"x3" CASKET REST

TYP. (4) PLACES

7'-8" INSIDE LENGTH

2" 31 2"

4"Ø TAPERED WEEP HOLES

TYP. (2) PLACES

2'-11 2"

INSIDE SHELF WITH FIBERGLASS

CHANNELS - SEE DETAIL THIS SHEET

3 12"

3"

8'-3"

3"

LIFTING LUG SEE

DETAIL C1/C-503

CASKET RESTS

LIFTING NOTCHES

(TYP. BOTH ENDS)

5'-0"

2'-6"

2'-6"

LIFTING LUG

2'-10"

7'-6"

1'-3" 5'-0" 1'-3"

3'-11"

LIFTING LUG

8'-3"

1'-3" 5'-9" 1'-3"

4" TYP.

4" TYP.

1'-8" TYP. 2'-2" TYP.

9" TYP.

9" TYP.

7" TYP.

LID NOT SHOWN

FOR CLARITY

3"x3" CASKET REST

TYP. (4) PLACES

3 12" 4"

3'-11"

3 14" 3 14" 2" C.C.

LIFTING LUG

7'-7 12" FIELD VERIFY

2'-7 12" 1'-2 14"2'-7 12"1'-2 14"

3'-5 12"

FIELD

VERIFY

3'-7 12"

FIELD

VERIFY

7/8"x2"x31-1/4" FIBERGLASS CHANNEL

(OR EQUIVALENT) TYP.

APPROX. .090" x 42" x 91-1/2"

PREPROCESSED BLACK HDPE

TOP VIEW

SIDE VIEW

2"

8"

3'-11"

5'-0"

4'-6"

3"

3 12"

6"

1'-81 2"

1'-2"

1'-4 12"

2" 21

2"

LIFTING LUG

SEE DETAIL C1/C-503

INSIDE SHELF WITH

FIBERGLASS CHANNELS -

SEE DETAIL THIS SHEET

1-1/2"

1-1/2"

4"Ø TAPERED

WEEP HOLES

2'-4"

REBAR PER SPECS.

REBAR PER SPECS.

2'-10"

3'-11"

2" RECESS ON LID.

2'-2"

3"

7"

3'-8"

5"

4"Ø TAPERED

WEEP HOLES

3'-6"

THICKENED WALL

PER SPECS.

THICKENED WALL

PER SPECS.

THICKENED WALL

PER SPECS.

THICKENED WALL

PER SPECS.

PLAN VIEW

ELEVATION

SUBGRADE

7 12"

1" 1"

8"

8"

8"

8"

3 34"

4"

8"

8"

PRE CAST CONCRETE PYLON LIGHT

SANDBLAST FINISH

ALUMINUM SIGH PANEL FOR SECTION

MARKER

3/16" X 1-1/4" ANCHOR BOLT FASTENER

TWO PER PANEL (NON-REMOVABLE

HEAD)

3 #3 EQUALLY SPACED (GALV.)

1" CHAMFERED EDGE AT TOP PYLON

2' -0

1'

-0

1 2"

1'-0" 2'-0"

PRE CAST CONCRETE

MOW PAD, BROOM

SWEPT FINISH

3' -0

1' -4

7"

3"

7 12" MEDIUM BRONZE ANODIZED ALUMINUM

SIGN 3"X9" (TYPE. ALL 4 SIDES) NUMBER

AS SHOWN ON PLANS

EXP. JT. ALL AROUND

FINISH GRADE

1"

3# BAR AS SHOWN EACH WAY

3"

7 12"

POST

NO SEALANT BETWEEN

POST AND COLLAR. TO

FLOAT ON GRAVEL BASE

2" CHAMFER -4 SIDES.

TOP ONLY

PRE CAST CONCRETE

MOW PAD, BROOM

SWEPT FINISH

6" 3 34"

SECTIONNOTE:

1. SIGN TYPE: NC-07.01-C1

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA

SPECIFIED PANEL COLORS.

NUMBER TO BE 3" PER SPEC.

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

AMENDMENT 001 10/12/20226

1" MIN

BRONZE MONUMENT MARKER

CONCRETE BASE

MONUMENT MARKER (PROTECT

VISIBLE SURFACES DURING

PLACEMENT INTO CONCRETE)

1'-0" LENGTH OF #6 REBAR FIRMLY

SECURED TO MONUMENT MARKERS;

SET INTO CONCRETE MONUMENT

BASE

SMOOTH-TROWEL FINISH TOP

SURFACE ENSURING POSITIVE

DRAINAGE

8" PVC PIPE FILLED WITH 4,000 PSI

CAST IN PLACE CONCRETE AT 28

DAYS

ISOMETRIC VIEW

PLAN

3 1/2"

NOTE:

ALL LAWNS AND IRRIGATION LINES

WITHIN THE BURIAL SECTIONS

SHALL BE INSTALLED AND

ACCEPTED PRIOR TO MONUMENT

BASE PLACEMENT. ALL LAWNS AND

IRRIGATION LINES DAMAGED

DURING INSTALLATION SHALL BE

REPAIRED AT CONTRACTOR'S

EXPENSE.

8" DIA.

SET FLUSH WITH FINISH GRADE

4' -0

CL

Na t iona l Cemet er y

Gr aves i t e Gr i d Monum en t

CROSS HAIRS MUST FALL

WITHIN 3/4" OF THE

CENTER OF THE MARKER

OR THE ENTIRE

MONUMENT MUST BE

MOVED

3 1/2" DIAMETER FORGED

BRONZE DOMED TOP

MONUMENT MARKER WITH

PLASTIC INSULATOR WITH

HEX SOCKET TO RECEIVE

REBAR

FIELD INCISED CROSS

HAIRS ON CAP; CROSS

HAIRS SHALL BE PARALLEL

AND PERPENDICULAR TO

THE GRAVESITE

GRIDLINES AND PRECISE

TO ±0.005'

REQUIRED TEXT ENGRAVED

ON CAP, TYPICAL

3 1/2"

PLASTIC INSERT 1

1/

2"INTEGRAL MAGNET

DOMED TOP

PLAN

SECTION

EARTH FORMED 4,000 PSI CAST IN

PLACE CONCRETE AT 28 DAYS

2' -0

COMPACTED APPROVED FILL OR

NATIVE EARTH

SCALE: NTS

SECTION MARKERE7

SCALE: NTS

GRAVESITE GRID MONUMENTF1

SCALE: NTS

MONUMENT MARKERC1

C-505

GRAVESITE DETAILS

GRID MONUMENT NOTE:

MONUMENT MARKER TO BE CENTERED IN

CONCRETE FILLED PVC SLEEVE.