S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_5 of 11.pdf

1287 1286

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-506

SUBSURFACE DRAINAGE DETAILS -

ASSEMBLY AREA

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

COMPACTED SUBGRADE PER

SPECIFICATION 31 20 11.

DRAINAGE FILL

PER SPECS

UNDISTURBED

EXISTING SUBGRADE

6" SOLID HDPE

DRAINAGE PIPE

NON-WOVEN GEOTEXTILE

FILTER FABRIC

EXISTING CONCRETE WALL

5"

4'-1/2" MAX.

1'-6"

1"

6"

12" MIN

OUTLET ADAPTER

18" MINIMUM

24" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

NYLOPLAST DRAIN BASIN

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.

END CAP (TYP.)

END CAP (TYP.)

A

A

4" PERFORATED HDPE

DRAINAGE PIPE. (TYP)

6" SOLID HDPE

DRAINAGE PIPE.

4" PERFORATED HDPE

DRAINAGE PIPE. (TYP)

6" SOLID HDPE

DRAINAGE PIPE.

6" SOLID HDPE

DRAINAGE PIPE.

KEYED NOTES

1. REMOVE EXISTING FILTER SAND.

2. REMOVE EXISTING COARSE AGGREGATE.

3. REFER TO SECTION A-A FOR REPLACEMENT MATERIALS.

4. REMOVE EXISTING 4" HDPE AT LOW POINT DISCHARGE

AND INCREASE OPENING FOR PROPOSED 6" LINE. WALL

PENETRATION SHALL BE MADE WATER TIGHT WITH

METHOD AND PRODUCT TO BE ACCEPTED BY THE COR.

5. CONSTRUCT CLEANOUT. SEE DETAIL F5/C-503.

6. CONSTRUCT AREA DRAIN. SEE DETAIL F6 ON THIS SHEET.

7. CLEAN AND SEAL PRECAST WALL CAP FOR ENTIRE LENGTH

OF WALL USING RADONSEAL OR COR APPROVED EQUAL

PRODUCT. REMOVE MATERIAL BETWEEN CAP JOINTS,

CLEAN OUT VOIDS, AND PLACE NEW BACKER ROD AND OR

SEALANT MATERIALS WHERE VOIDS MAY INTRODUCE

WATER. JOINT SEALANT TO BE APPROVED BY COR PRIOR

TO APPLICATION. ANY USE OF MASKING TAPE ON CAPS

MUST BE REMOVED SAME DAY IT IS APPLIED.

3'-2"

5' - 11 12" MAX.

3'-6"

CONTRACTOR SHALL HAND DRILL 34" DIAMETER

PERFORATIONS BEGINNING AT 1' BELOW

FINISHED GRADE AND SHALL EXTEND TO THE

LOWEST CONNECTING PIPE INVERT.

NON-WOVEN GEOTEXTILE

FILTER FABRIC

4" PERFORATED

HDPE DRAINAGE PIPE

DISCHARGE TO OUTSIDE

FINISHED GRADE

6" COMPACTED TYPE 'A' BASE

PER SPECIFICATION 31 20 11.

9.4'

13.9'

12.6'

16.9'

* SEE OVER EXCAVATION

NOTE THIS SHEET

NON-WOVEN GEOTEXTILE

FILTER FABRIC WRAP

AROUND PERFORATIONS AND

OUTSIDE OF DRAINAGE FILL.

12" THICK LAYER OF DRAINAGE FILL

WRAP AROUND PERFORATIONS PER

SPEC 31 20 11.

SCALE: N.T.S.

ASSEMBLY AREA PLAN VIEWF3

SCALE: N.T.S.

MODIFIED AREA DRAINF6 SCALE: N.T.S.

EXISTING ASSEMBLY AREA WALL SECTIONF8

SCALE: N.T.S.

SECTION A-AC7

GENERAL NOTES:

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

ABOVE THE UPPER MOST PIPE.

EXISTING

COARSE AGGREGATE

EXISTING

FILTER SAND

FINISHED GRADE

SEE GRADING PLANS

EXISTING FINISH GRADE

EXISTING 4" DIA. SOLID PIPE

EXISTING JUNCTION BOX

EXISTING WALL

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.

C-507

COLUMBARIA BENCH DETAILS

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

1-5/16" TUBULAR STEEL

CROSS MEMBERS

3/8" x 1" SOLID STEEL BARS

ARE WELDED UNDERNEATH

FOR ADDITIONAL SUPPORT

CLEARANCE FOR 1/2"

ANCHOR BOLTS

1/4" x 1-1/2"

SOLID STEEL SLATS

FINISHED END UNITS ARE

MADE OF 1/2" x 2"

SOLID STEEL BAR

SEAT

HEIGHT

94-1/2"

46-1/4"

CENTER-TO-CENTER

46-1/4"

CENTER-TO-CENTER

20"

-1

/8

-1

/8

18-5/8"

RB-12

ALL STEEL BACKLESS BENCH

SHOWN: STANDARD 8-FOOT LENGTH WITH CENTER LEG

LENGTHS

STANDARD 4'

STANDARD 6'

STANDARD 8' WITH CENTER

LEG (AS SHOWN)

STEELSITES™ RB

AVAILABLE OPTIONS:

POWDER COATING

STANDARD COLORS, OPTIONAL SATIN COLORS & METALLIC COLORS

CUSTOM COLORS (INCLUDING THE RAL RANGE)

INTERMEDIATE ARMRESTS (WELDED)

4', 6', & 8' AVAILABLE WITH OPTIONAL ARMRESTS

FULL CENTER LEG WITH ARMREST (FOR 8' LENGTH)

COPYRIGHT 2024 VICTOR STANLEY, LLC. ALL RIGHTS RESERVED

REV. 10/18/24 DRAWN V.F.T. 2024-554

1-5/16" TUBULAR

STEEL CROSS-MEMBER

CLEARANCE FOR 1/2"

ANCHOR BOLTS

FRONT WELDS ARE POLISHED

UNTIL THEY DISAPPEAR,

FORMING A CONTINUOUS SURFACE

FINISHED END UNITS ARE

MADE FROM 1/2" x 2" SOLID

STEEL BAR

STEEL SLATS ARE

FORMED FROM

1/4" x 1-1/2" SOLID

STEEL BARS

FINISHED END UNITS JOIN TO

SEAT SECTION WITH FASTENERS

3/8" x 1" SOLID STEEL BAR

IS WELDED UNDERNEATH

FOR ADDITIONAL SUPPORT

SEAT

HEIGHT

RB-28

ALL STEEL CONTOURED BENCH

SHOWN: STANDARD 6-FOOT LENGTH

LENGTHS

STANDARD 4'

STANDARD 6' (AS SHOWN)

STANDARD 8'

STEELSITES™ RB

AVAILABLE OPTIONS:

POWDER COATING

10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS,

CUSTOM COLORS (INCLUDING THE RAL RANGE)

INTERMEDIATE & CENTER ARMRESTS (BOLT-ON)

4', 6', & 8' AVAILABLE WITH OPTIONAL SOLID STEEL

ARMRESTS

COPYRIGHT 2022 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED

REV. 2/7/22 DRAWN V.F.T. 2022-60

P.O. DRAWER 330 - DUNKIRK, MD 20754 USA

TOLL FREE: (800) 368-2573 (USA & CANADA)

TEL (301) 855-8300 - FAX (410) 257-7579

WEB SITE: HTTP://WWW.VICTORSTANLEY.COM

* ALL DIMENSIONS ARE IN INCHES *

RB-28

ALL STEEL CONTOURED BENCH

SHOWN: STANDARD 8-FOOT LENGTH

LENGTHS

STANDARD 4'

STANDARD 6'

STANDARD 8' (AS SHOWN)

STEELSITES™ RB

AVAILABLE OPTIONS:

POWDER COATING

10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS,

CUSTOM COLORS (INCLUDING THE RAL RANGE)

INTERMEDIATE & CENTER ARMRESTS (BOLT-ON)

4', 6', & 8' AVAILABLE WITH OPTIONAL SOLID STEEL

ARMRESTS

COPYRIGHT 2022 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED

REV. 2/7/22 DRAWN V.F.T. 2022-58

SCALE: NTS

6' LENGTH BENCH WITH ARMRESTSD1 SCALE: NTS

8' LENGTH BENCH WITH ARMRESTSD5 SCALE: NTS

8' LENGTH BACKLESS BENCHD8

SCALE: NTS

BENCH ANCHORING DETAILF1

70-1/2" CENTER-TO-CENTER

72-1/2"

26"

-1

/4

24-3/8"

-1

/8

P.O. DRAWER 330 - DUNKIRK, MD 20754 USA

TOLL FREE: (800) 368-2573 (USA & CANADA)

TEL (301) 855-8300 - FAX (410) 257-7579

WEB SITE: HTTP://WWW.VICTORSTANLEY.COM

P.O. DRAWER 330 - DUNKIRK, MD 20754 USA

TOLL FREE: (800) 368-2573 (USA & CANADA)

TEL (301) 855-8300 - FAX (410) 257-7579

WEB SITE: HTTP://WWW.VICTORSTANLEY.COM

* ALL DIMENSIONS ARE IN INCHES * * ALL DIMENSIONS ARE IN INCHES *

26"

-1

/4

NOTES:

1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS.

2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND

ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER

COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL

CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY

CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES

8-10 MILS (200-250 MICRONS).

3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC.

PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND.

CONSULT YOUR LOCAL CODES FOR REGULATIONS.

4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.

5. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP

GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN

EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING

INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK

OF CHARGED LIQUID ZINC AT OR AROUND 860°F (460°C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT

HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC

TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED

SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE AS SMOOTH AS

THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING. CONTACT

MANUFACTURER FOR DETAILS.

6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.

7. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED.

FRONT WELDS ARE POLISHED

UNTIL THEY DISAPPEAR,

FORMING A CONTINUOUS SURFACE

24-3/8"

SEAT

HEIGHT

-1

/8

FINISHED END UNITS ARE

MADE FROM 1/2" x 2" SOLID

STEEL BAR

CLEARANCE FOR 1/2"

ANCHOR BOLTS

STEEL SLATS ARE

FORMED FROM

1/4" x 1-1/2" SOLID

STEEL BARS

97-1/2"

1-5/16" TUBULAR

STEEL CROSS-MEMBER

95-1/2" CENTER-TO-CENTER

FINISHED END UNITS JOIN TO

SEAT SECTION WITH FASTENERS

3/8" x 1" SOLID STEEL BAR

IS WELDED UNDERNEATH

FOR ADDITIONAL SUPPORT

S.S. EXPANSION

3 3/4" [95] LONG

BOLT WITH S.S.

ACORN TOP NUT

SEE

ENLARGEMENT

FOR ANCHOR

DETAIL

SIDE VIEW ANCHORING DETAIL

TYP.

BENCH FOOT

ENLARGEMENT

& WASHER

3/8" [10] X

5" [127] 4000 psi MIN. CONC.

EXISTING POND

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

0 100 200

1 INCH = 100 FEET

CJ101

SIGNAGE PLAN

KEYED NOTES

LEGEND AND SYMBOLS

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ASPHALT PAVING

CONCRETE PAVING

1. REPLACE EXISTING ALL FUNERALS SIGN. SEE NEW SIGN

No. 1 (NC-04.01) DETAIL C1 AND SIGNAGE SCHEDULE ON

SHEET CJ501. REFERENCE NOTE 1 BELOW.

2. REPLACE EXISTING FUNERALS ASSEMBLE HERE SIGN.

SEE NEW SIGN No. 2 (NC-04.02) DETAIL D1 AND SIGNAGE

SCHEDULE ON SHEET CJ501. REFERENCE NOTE 1 BELOW.

3. REPLACE EXISTING ADMINISTRATION + COMMITTAL

SERVICE SHELTER SIGN VERSION 1. SEE NEW SIGN No. 3

(NC-04.03) DETAIL E1 AND SIGNAGE SCHEDULE ON SHEET

CJ501. REFERENCE NOTE 1 BELOW.

4. REPLACE EXISTING ADMINISTRATION + COMMITTAL

SERVICE SHELTER SIGN VERSION 2. SEE NEW SIGN No.4

(NC-04.03) DETAIL F1 AND SIGNAGE SCHEDULE ON SHEET

CJ501. REFERENCE NOTE 1 BELOW.

5. REPLACE EXISITNG EXIT + ADMINISTRATION SIGN. SEE

NEW SIGN No. 5 (NC-04.02) DETAIL D4 AND SIGNAGE

SCHEDULE ON SHEET CJ501. REFERENCE NOTE 1 BELOW.

6. REPLACE EXISTING ATTENTION VISITORS SIGN. SEE NEW

SIGN No. 6 (NC-01.01) DETAIL E4 AND SIGNAGE SCHEDULE

ON SHEET CJ501. REFERENCE NOTE 1 BELOW.

7. REPLACE EXISTING VISITOR INFORMATION/ RESTROOMS

SIGN. SEE NEW SIGN No. 7 (NC-01.01) DETAIL F4 AND

SIGNAGE SCHEDULE ON SHEET CJ501. REFERENCE NOTE

1 BELOW.

8. REPLACE EXISTING VISITOR INFORMATION SIGN. SEE

NEW SIGN No. 8 (NC-01.01) DETAIL D6 AND SIGNAGE

SCHEDULE ON SHEET CJ501. REFERENCE NOTE 1 BELOW.

9. REPLACE EXISTING CEMETERY MAP. SEE NEW SIGN No. 9

(NC-02.01) DETAIL E6 AND SIGNAGE SCHEDULE ON SHEET

CJ501. REFERENCE NOTE 1 BELOW.

10. REPLACE EXISTING COLUMBARIUM 'B' SIGN. SEE NEW

COLUMBARIA 'B & C' SIGN No. 10 (NC-04.01) DETAIL C9

AND SIGNAGE SCHEDULE ON SHEET CJ501. REFERENCE

NOTE 1 BELOW.

11. REPLACE EXISTING COLUMBARIUM 'A' SIGN. SEE NEW

COLUMBARIA 'A & D' SIGN No. 11 (NC-04.01) DETAIL C9

AND SIGNAGE SCHEDULE ON SHEET CJ501. REFERENCE

NOTE 1 BELOW.

12. REPLACE EXISTING COLUMBARIUM 'A' SIGN. SEE NEW

COLUMBARIA 'A & B' SIGN No. 12 (NC-04.01) DETAIL C9

AND SIGNAGE SCHEDULE ON SHEET CJ501. REFERENCE

NOTE 2 BELOW.

13. REPLACE EXISTING COLUMBARIUM 'D' SIGN. SEE NEW

COLUMBARIA 'C & D' SIGN No. 13 (NC-04.01) DETAIL C9

AND SIGNAGE SCHEDULE ON SHEET CJ501. REFERENCE

NOTE 2 BELOW.

14. COLUMBARIUM 'E' SIGN, SEE NEW SIGN No. 14 (NC-04.01)

DETAIL D9 AND SIGNAGE SCHEDULE ON SHEET CJ501.

REFERENCE NOTE 3 BELOW.

15. COLUMBARIUM 'H' SIGN, SEE NEW SIGN No. 15 (NC-04.01)

DETAIL E9 AND SIGNAGE SCHEDULE ON SHEET CJ501.

REFERENCE NOTE 3 BELOW.

MOUNTABLE CURB & GUTTER

AND VALLEY GUTTER

SIGNAGE NOTES:

1. REMOVE EXISTING SIGNAGE PANEL, POSTS, AND CONCRETE

FOOTINGS AT LOCATIONS INDICATED WITHIN KEYED NOTES

ABOVE.

2. REMOVE EXISTING SIGNAGE PANEL AND REUSE EXISTING

POSTS AND MOW COLLAR AT LOCATIONS INDICATED WITHIN

KEYED NOTES ABOVE.

3. COMPLETE NEW INSTALLATION AT LOCATIONS INDICATED

WITHIN KEYED NOTES ABOVE. NO EXISTING SIGNAGE TO

REMOVE.

12 13

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

CJ501

SIGNAGE DETAILS

Sign Schedule

Sign #: Description: # Signs Required:

Panel

Sign Height (ft-in):

Posts Reference Details: Notes:

Dimension(ft-in): Color: # of Posts: Material: Dims: Assembly: Panel: New Sign to Replace Existing

NC-04.01 All Funerals Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.02 Funerals Assemble Here Sign 1 1'-0"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.03 Administration + Committal Shelter Sign 1 1 1'-6"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.03 Administration + Committal Shelter Sign 2 1 1'-6"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.02 Exit + Administration Sign 1 1'-0"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-01.01 Attention Visitors Sign 1 2'-0"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-01.01 Visitor Information/Restrooms Sign 1 2'-0"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-01.01 Visitor Information Sign 1 2'-0"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-02.01 Horizontal You are Here Map 1 3'-0"H x 4'-0"W Wells Fargo (MP26309) 5'-0" 2 Precast Concrete 5 12" x 5'-0" New Sign to Replace Existing. Graphic Shall

Be Provided By The Government

NC-04.01 Columbaria B & C Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.01 Columbaria A & D Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.01 Columbaria A & B Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.01 Columbaria C & D Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign to Replace Existing

NC-04.01 Columbarium E Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3'-6" 2 Precast Concrete 5 12" x 3'-6" New Sign. No Existing Sign Removal Required

NC-04.01 Columbarium H Sign 1 0'-8"H x 3'-0"W Wells Fargo (MP26309) 3-'6" 2 Precast Concrete 5 12" x 3'-6" New Sign. No Existing Sign Removal Required

NTS

NC-04.03 ADMINISTRATION +

COMMITTAL SERVICE SHELTERS SIGN 2F1

SCALE: NTS

SIGNAGE SCHEDULEB1

NTS

NC-04.03 ADMINISTRATION +

COMMITTAL SERVICE SHELTERS SIGN 1E1

NTS

NC-04.02 FUNERALS ASSEMBLE HERED1

NTS

NC-04.01 ALL FUNERALS SIGNC1

NTS

NC-04.02 EXIT + ADMINISTRATIOND4

NTS

NC-01.01 ATTENTION VISITORSE4

NTS

NC-01.01 VISITOR INFORMATION/

RESTROOMSF4

NTS

NC-01.01 VISITOR INFORMATIOND6

NTS

NC-02.01 HORIZONTAL YOU ARE HERE

MAPE6

NTS

NC-04.01 COLUMBARIUM 'E'

SIGND9

NTS

NC-04.01 COLUMBARIUM 'H'

SIGNE9

NTS

NC-04.01-10 TO 13 COLUMBARIA

COMBINEDC9

Columbarium B

Columbarium A + D

Columbarium D

Columbarium A + B

Columbarium E

Columbarium HAdministration

Committal Service Shelters

Administration

Committal Service Shelters

Administration

Exit All Funerals

Funerals Assemble Here

VISITOR INFORMATION

RESTROOMS/GRAVE LOCATOR

Columbarium D Sign

Columbarium B Sign

No. 44593

PROFESSIONAL

REGISTERED

JORDA N D. V A NDERMEERE NG INEER

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

CJ502

SIGNAGE DETAILS

SCALE: N.T.S.

PRECAST CONCRETE SIGN DETAILF1 SCALE: N.T.S.

PANEL AND POST MOUNTING DETAILSF7

5 12" X 5 12" CONCRETE POST

SIGN PANEL SHEET POWDER

COATED ALUMINUM

POWDER COATED

ALUMINUM CHANNEL

POWDER COATED

ALUMINUM TAMPER-PROOF

SCREWS TO SECURE SHEET

ALUMINUM SIGN PANEL TO

ALUMINUM CHANNEL

ENSURE CRISP CORNERS

AND BENDS

C H

AN

N

EL

L

EN

G

TH

S

VA

R

Y

BA

SE

D

O N

P

AN

EL

H

EI

G

H T

SI

G

N P

AN

EL

L

EN

G

TH

S

VA

R Y

BA

SE

D O

N P

AN

EL

H

EI

G H

T

2"3"

2"

1/8" ALUMINUM SIGN PANEL

POWDER COATED ALUMINUM

TAMPER-PROOF SCREWS,

COLOR TO MATCH SIGN PANEL

POWDER COATED ALUMINUM

1"Ø x 1/8" WASHER FOR REVEAL

2" x 11

4" X 18" POWDER COATED

ALUMINUM CHANNEL TO

MATCH SIGN PANEL

5 12"

SIGNAGE:

1. PANELS TO BE 1/8" POWDER COATED ALUMINUM WITH WELLS FARGO (MP26309) BACKGROUND COLOR UNLESS NOTED

OTHERWISE. PROVIDE COLOR SAMPLES TO OWNER FOR APPROVAL.

2. PROVIDE A MINUMUM OF 2-3/4" CLEAR SPACE BETWEEN TEXT AND SIGN EDGE UNLESS NOTED OTHERWISE. OVERALL SIGN DIMENSIONS TO BE UNIFORM TO THE MAXIMUM EXTENT POSSIBLE. SUBMIT SIGN SHOP DRAWINGS SHOWING

OVERALL SIGN DIMENSIONS AND TEXT LAYOUT TO OWNER FOR APPROVAL.

3. SIGN PANELS TO BE BENT INTO AN UPSIDE DOWN "U" SHAPE. ENSURE NO SHARP CORNERS.

4. SIGN TEXT TYPEFACE TO BE HELVETICA BOLD, INITIAL CAPITAL AND LOWER CASE 2-1/2" HEIGHT MINIMUM UNLESS

NOTED OTHERWISE.

5. SIGN TEXT COLOR TO BE REFLECTIVE WHITE EQUAL TO PMS #454, UNLESS NOTED OTHERWISE. PROVIDE COLOR

SAMPLES TO OWNER FOR APPROVAL.

5 12"

1" 1"

8"

8"

2 14"

PRE CAST CONCRETE PYLON

INTEGRAL - COLORED

FINISH TO MATCH EXISTING

3/16" X 3" S.S. ANCHOR BOLT

FASTENER -3 EACH SIDE

3 #3 EQUALLY SPACED (GALV.)

1" CHAMFERED EDGE AT TOP

PYLON

1 2"

SECTION

PLAN VIEW

2 SIGN PANELS

BACK TO BACK

BLANK BACK PANEL

1. 5,000 PSI ARCH. PRECAST INTEGRAL COLORED CONC. POST 5 1/2" X 5 1/2" X 5'-8" W/ 1" CHAMFER @ ALL EXPOSED CORNERS & 3/8" RECESS AREA (3 SIDES); FINISH TO MATCH EXISTING. SEE DETAIL F7/CJ502.

2. 1" CHAMFERED EDGE AT TOP OF POST.

3. POWDER COATED ALUMINUM TAMPER-PROOF SCREWS.

4. POWDER COATED ALUMINUM CHANNEL. SEE DETAIL F7/CJ502.

5. POWDER COATED ALUMINUM SIGN FRAME.

6. SIGN FACE TYP. SEE CJ501

7. PRECAST CONCRETE MOW COLLAR. SEE DETAIL C7/CJ502 AND SPECIFICATIONS.

8. POST THROUGH-HOLE SLOT IN COLLAR.

A. SEE DETAIL F7/CJ502 FOR REINFORCEMENT.

B. ALL SIGNAGE DETAILS SHALL BE APPROVED

BY COR PRIOR TO ANY MATERIAL PURCHASE

C. ALL SIGNS ARE TWO PANELS BACK TO BACK

WITH BLANK BACK PANEL.

Columbarium E

ELEVATION ELEVATION

SIGNAGE NOTES:

FOR MULTI TEXT LINE ELEVATIONS OF REPLACEMENT

SIGNS, MATCH EXISTING.

F7

CJ502

F7

CJ503

SCALE: N.T.S.

PRECAST MOW COLLAR SECTION VIEWSC7

No. 44593

PROFESSIONAL

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

CJ503

SIGNAGE DETAILS

SCALE: N.T.S.

EXTERIOR SIGNAGE AT PIC BUILDINGC2

EXISTING

GROUND

DRAINAGE FILL,

SEE SPECS

PRECAST

CONCRETE POST

NOTE:

1. INSTALL DRAIN ROCK IN 8"

LIFTS AND TAMP.

SCALE: N.T.S.

CEMETERY DIRECTIONAL SIGNAGEF2

SCALE: N.T.S.

CEMETERY MAP AT PIC BUILDINGC8

SCALE: N.T.S.

POST AND COLLAR SETTINGF7

PLAN VIEW

ELEVATION

EXISTING

GROUND

EXISTING

GROUND

PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION

PREPARE SUBGRADE PER

SPECIFICATION 31 20 11

6" COMPACTED ODOT

TYPE 'A' AGGREGATE BASE

PER SPECIFICATION 31 20 11

FINISHED GRADE

F7

CJ502

F7

CJ503

SIGN PANEL CJ501

SIGNAGE NOTE:

1. SEE KEYED AND GENERAL

NOTES, SHEET CJ502.

SIGNAGE NOTE:

1. SEE KEYED AND GENERAL

NOTES, SHEET CJ502.

SIGNAGE NOTE:

1. SEE KEYED AND GENERAL

NOTES, SHEET CJ502.

PRECAST

CONCRETE

MOW COLLAR

F7

CJ503

F7

CJ502

F7

CJ503

F7

CJ502

SIGN PANEL CJ501

SIGN PANEL CJ501

No. 44593

PROFESSIONAL

COLUMBARIA 'C', 'E' & 'H'

SHEETS LD402 & LI402

PPC AREA

SHEETS LD401 & LI401

0 100 200

1 INCH = 100 FEET

L-101

OVERALL SITE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

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

Elgin, OK

920CM3006

N/A

Revisions: Date: JS

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 CL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

07/01/2026

EXISTING PONDEXISTING POND

WS

WS

LD401

ENLARGED IRRIGATION

DEMOLITION PLAN

0 20 40

1 INCH =20 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

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

Elgin, OK

920CM3006

N/A

Revisions: Date: JS

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 CL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

07/01/2026

LD401

LD402

LD402

ENLARGED IRRIGATION

DEMOLITION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

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

Elgin, OK

920CM3006

N/A

Revisions: Date: JS

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 CL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

07/01/2026

LD401

LD402

0 20 40

1 INCH =20 FEET

WS

WS

LI401

ENLARGED IRRIGATION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

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

Elgin, OK

920CM3006

N/A

Revisions: Date: JS

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 CL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

07/01/2026

LI401

LI402

0 20 40

1 INCH =20 FEET