S02_Att 7_Fort Sill NC 920CM3006 Plan Set Reduced 5 of 11.pdf

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.

AutoCAD SHX Text 07/01/2026

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

AutoCAD SHX Text

SS

AutoCAD SHX Text co

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text W

AutoCAD SHX Text co

AutoCAD SHX Text co

AutoCAD SHX Text

SS

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

BFP

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text co

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

07/01/2026

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

AutoCAD SHX Text 12/30/2026

AutoCAD SHX Text

F2/CJ503CJ503

AutoCAD SHX Text

C1/CJ501CJ501

AutoCAD SHX Text

F2/CJ503CJ503

AutoCAD SHX Text

D1/CJ501CJ501

AutoCAD SHX Text

F2/CJ503CJ503

AutoCAD SHX Text

E1/CJ501CJ501

AutoCAD SHX Text

F2/CJ503CJ503

AutoCAD SHX Text

F1/CJ501CJ501

AutoCAD SHX Text

F2/CJ503CJ503

AutoCAD SHX Text

D4/CJ501CJ501

AutoCAD SHX Text

C2/CJ503CJ503

AutoCAD SHX Text

E4/CJ501CJ501

AutoCAD SHX Text

C2/CJ503CJ503

AutoCAD SHX Text

F4/CJ501CJ501

AutoCAD SHX Text

C2/CJ503CJ503

AutoCAD SHX Text

D6/CJ501CJ501

AutoCAD SHX Text

C8/CJ503CJ503

AutoCAD SHX Text

E6/CJ501CJ501

AutoCAD SHX Text

F1/CJ502CJ502

AutoCAD SHX Text

C9/CJ501CJ501

AutoCAD SHX Text

F1/CJ502CJ502

AutoCAD SHX Text

C9/CJ501CJ501

AutoCAD SHX Text

F1/CJ502CJ502

AutoCAD SHX Text

C9/CJ501CJ501

AutoCAD SHX Text

F1/CJ502CJ502

AutoCAD SHX Text

C9/CJ501CJ501

AutoCAD SHX Text

F1/CJ502CJ502

AutoCAD SHX Text

D9/CJ501CJ501

AutoCAD SHX Text

F1/CJ502CJ502

AutoCAD SHX Text

E9/CJ501CJ501

IqraNaqvi Text Box Columbarium B

IqraNaqvi Rectangle

IqraNaqvi Text Box Columbarium A + D

IqraNaqvi Text Box Columbarium D

IqraNaqvi Rectangle

IqraNaqvi Text Box Columbarium A + B

IqraNaqvi Text Box Columbarium E

IqraNaqvi Text Box Columbarium H

IqraNaqvi Text Box Administration

IqraNaqvi Text Box Committal Service Shelters

IqraNaqvi Text Box Administration

IqraNaqvi Text Box Committal Service Shelters

IqraNaqvi Text Box Administration

IqraNaqvi Text Box Exit

IqraNaqvi Text Box All Funerals

IqraNaqvi Text Box Funerals

IqraNaqvi Text Box Assemble Here

IqraNaqvi Text Box

VISITOR INFORMATION

IqraNaqvi Text Box

RESTROOMS/GRAVE LOCATOR

IqraNaqvi Text Box Columbarium D Sign

IqraNaqvi Text Box Columbarium B Sign

JordanVandermeer Snapshot

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

AutoCAD SHX Text 12/30/2026

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2 "14"

AutoCAD SHX Text 5 1/2"

AutoCAD SHX Text 10"

AutoCAD SHX Text 7-3/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

REFERENCE SIGNAGE PLAN VIEWS

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text

#5DOWEL

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

AutoCAD SHX Text 12/30/2026

AutoCAD SHX Text Sign Schedule

AutoCAD SHX Text Details &

AutoCAD SHX Text Text As Shown on

AutoCAD SHX Text Graphic on Sheet CJ501

AutoCAD SHX Text See Detail & Sign Schedule

AutoCAD SHX Text Sign Schedule

AutoCAD SHX Text Details &

AutoCAD SHX Text Text As Shown on

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

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

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

H

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

AutoCAD SHX Text

1. REMOVE AND REPLACE HEADS AS INDICATED - SEE LI401. REMOVE AND REPLACE HEADS AS INDICATED - SEE LI401. 2. IRRIGATION LATERAL PIPING AND HEADS TO BE REMOVED AND CAPPED OUTSIDE DEMOLITION DISTURBANCE IRRIGATION LATERAL PIPING AND HEADS TO BE REMOVED AND CAPPED OUTSIDE DEMOLITION DISTURBANCE AREA AS NEW CONSTRUCTION WILL LIKELY DESTROY EXISTING IRRIGATION. 3. CUT AND CAP SUB-MAIN PIPING. CUT AND CAP SUB-MAIN PIPING. 4. EXISTING SUB-MAIN CONNECTION TO BE PROTECTED DURING DEMOLITION. EXISTING SUB-MAIN CONNECTION TO BE PROTECTED DURING DEMOLITION. 5. CUT AND CAP LATERAL PIPING. CUT AND CAP LATERAL PIPING.

AutoCAD SHX Text A. ALL EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL REMAIN, ALL EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL REMAIN, UNLESS INDICATED OTHERWISE. B. ANY AND ALL EXISTING AT GRADE LEVEL, ABOVE GRADE LEVEL AND BELOW GRADE LEVEL IRRIGATION ANY AND ALL EXISTING AT GRADE LEVEL, ABOVE GRADE LEVEL AND BELOW GRADE LEVEL IRRIGATION EQUIPMENT (RISERS, FITTINGS, SPRINKLERS, VALVE BOXES, ETC.) SHALL BE REMOVED, UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL SALVAGE AND RETURN TO THE GOVERNMENT ALL SPRINKLER HEADS AND RISERS/SWING JOINTS. C. EXISTING IRRIGATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION EXISTING IRRIGATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION AVAILABLE. CONTRACTOR SHALL VERIFY ACCURACY IN FIELD PRIOR TO PROCEEDING WITH DEMOLITION OPERATIONS. D. CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. E. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND TRENCHING. F. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. SEE TREE PROTECTION NOTES. G. ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES. H. PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING CONDITIONS DIRECTLY PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE OWNER BEFORE PROCEEDING WITH ANY WORK.

AutoCAD SHX Text EXISTING 6" CLASS 200 MAIN LINE TO REMAIN. EXISTING 3" CLASS 200 PVC SUB-MAIN LINE TO BE REMOVED. EXISTING 3" CLASS 200 PVC SUB-MAIN LINE TO REMAIN. EXISTING SUB-MAIN TO MAINLINE POINT OF CONNECTION TO REMAIN. EXISTING FLOWER WATER STATION TO REMAIN. EXISTING WIRE SPLICE BOX TO REMAIN. EXISTING IRRIGATION HEADS TO REMAIN. EXISTING SCH 40 PVC LATERAL PIPING TO REMAIN. EXISTING SCH 40 PVC LATERAL PIPING TO BE REMOVED. EXISTING IRRIGATION HEADS TO BE REMOVED OR REPLACED. EXISTING VALVE TO REMAIN. EXISTING VALVE TO BE REMOVED. EXISTING MANUAL ISOLATION VALVE ASSEMBLY TO BE REMOVED. EXISTING QUICK COUPLING VALVE ASSEMBLY TO BE REMOVED. SOLVENT WELD PVC CAP, SIZE PER LINE SIZE. EXISTING AIR RELEASE VALVE TO BE REMOVED. CLEAR AND GRUB. GRAVEL REMOVAL.

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

DEMOLITION GENERAL NOTES

AutoCAD SHX Text

HATCH AND SYMBOL LEGEND

AutoCAD SHX Text

TYP. OF (6)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY MAP

E9

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

AutoCAD SHX Text

1. REMOVE AND REPLACE HEADS AS INDICATED - SEE LI402. REMOVE AND REPLACE HEADS AS INDICATED - SEE LI402. 2. CUT AND CAP LATERAL PIPING AT LOCATION INDICATED ON PLAN. REMOVE LATERAL PIPING AND HEADS CUT AND CAP LATERAL PIPING AT LOCATION INDICATED ON PLAN. REMOVE LATERAL PIPING AND HEADS DOWNSTREAM OF CAPPED LATERAL. 3. POND FOUNTAIN CONTROLLER TO BE RELOCATED - SEE LI402. POND FOUNTAIN CONTROLLER TO BE RELOCATED - SEE LI402. 4. REMOVE AND REPLACE FWS - SEE LI402.REMOVE AND REPLACE FWS - SEE LI402.

AutoCAD SHX Text A. ALL EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL REMAIN, ALL EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL REMAIN, UNLESS INDICATED OTHERWISE. B. ANY AND ALL EXISTING AT GRADE LEVEL, ABOVE GRADE LEVEL AND BELOW GRADE LEVEL IRRIGATION ANY AND ALL EXISTING AT GRADE LEVEL, ABOVE GRADE LEVEL AND BELOW GRADE LEVEL IRRIGATION EQUIPMENT (RISERS, FITTINGS, SPRINKLERS, VALVE BOXES, ETC.) SHALL BE REMOVED, UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL SALVAGE AND RETURN TO THE GOVERNMENT ALL SPRINKLER HEADS AND RISERS/SWING JOINTS. C. EXISTING IRRIGATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION EXISTING IRRIGATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION AVAILABLE. CONTRACTOR SHALL VERIFY ACCURACY IN FIELD PRIOR TO PROCEEDING WITH DEMOLITION OPERATIONS. D. CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. E. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND TRENCHING. F. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. SEE TREE PROTECTION NOTES. G. ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES. H. PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING CONDITIONS DIRECTLY PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE OWNER BEFORE PROCEEDING WITH ANY WORK.

AutoCAD SHX Text EXISTING 6" CLASS 200 MAIN LINE TO REMAIN. EXISTING 3" CLASS 200 PVC SUB-MAIN LINE TO REMAIN. EXISTING FLOWER WATER STATION TO REMAIN. EXISTING IRRIGATION HEADS TO REMAIN. EXISTING SCH 40 PVC LATERAL PIPING TO REMAIN. EXISTING SCH 40 PVC LATERAL PIPING TO BE REMOVED. EXISTING IRRIGATION HEADS TO BE REMOVED OR REPLACED. EXISTING VALVE TO REMAIN. CLEAR AND GRUB. ASPHALT REMOVAL.

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

DEMOLITION GENERAL NOTES

AutoCAD SHX Text

HATCH AND SYMBOL LEGEND

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY MAP

E9

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

AutoCAD SHX Text

1. TIE NEW SUB MAIN TO EXISTING SUB MAIN AT THIS LOCATION. TIE NEW SUB MAIN TO EXISTING SUB MAIN AT THIS LOCATION. 2. EXISTING SUB MAIN POINT OF CONNECTION, CONTRACTOR SHALL LEAVE IN PLACE AND EXISTING SUB MAIN POINT OF CONNECTION, CONTRACTOR SHALL LEAVE IN PLACE AND RAISE/LOWER VAULT +/- 6" MAX. AS NEEDED TO MATCH PROPOSED GRADE. 3. EXISTING BURIAL SECTION. EXISTING BURIAL SECTION. 4. FUTURE BURIAL SECTION. FUTURE BURIAL SECTION. 5. INSTALL NEW FWS AT THIS LOCATION, REFER TO DETAILS C8/LI501 AND F8/LI501. INSTALL NEW FWS AT THIS LOCATION, REFER TO DETAILS C8/LI501 AND F8/LI501. 6. TIE IN NEW FWS TO EXISTING SUBMAIN LEG, PROVIDE FLOWER WATER SPIGOT SHUT-OFF TIE IN NEW FWS TO EXISTING SUBMAIN LEG, PROVIDE FLOWER WATER SPIGOT SHUT-OFF VALVE ASSEMBLY, REFER TO DETAIL C6/LI501. 7. REPLACE EXISTING HEADS AT THIS LOCATION. REPLACE EXISTING HEADS AT THIS LOCATION. 8. VERIFY EXISTING SLEEVE IS LARGE ENOUGH TO RUN NEW WIRING THROUGH TO VERIFY EXISTING SLEEVE IS LARGE ENOUGH TO RUN NEW WIRING THROUGH TO CONTROLLER D. IF SLEEVE HAS NO ROOM, BORING WILL BE REQUIRED. 9. TIE NEW LATERAL PIPING INTO EXISTING LATERAL AT THIS LOCATION. TIE NEW LATERAL PIPING INTO EXISTING LATERAL AT THIS LOCATION. 10. CONTRACTOR TO CAP NEW SUB-MAIN FOR FUTURE EXPANSION.CONTRACTOR TO CAP NEW SUB-MAIN FOR FUTURE EXPANSION.

AutoCAD SHX Text A. WHERE SLEEVING IS SHOWN ON THE PLAN, INSTALLATION SHALL BE COORDINATED WITH WHERE SLEEVING IS SHOWN ON THE PLAN, INSTALLATION SHALL BE COORDINATED WITH ALL TRADES TO ENSURE THAT PIPE AND SLEEVES ARE INSTALLED AT PROPER DEPTHS AND PRIOR TO INSTALLATION OF CURB AND GUTTER, ASPHALT PAVEMENT, SIDEWALKS, CONCRETE PADS, ETC. B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS. C. FOR PVC IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 FOR PVC IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 - LANDSCAPE IRRIGATION SYSTEM. D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. THE LOCATION OF REMOTE CONTROL VALVES, ISOLOATION VALVES, AIR RELEASE VALVES, QUICK COUPLERS, SPLICE BOXES, ETC. SHALL BE APPROVED BY THE COR IN THE FIELD. E. THE LOCATION OF IRRIGATION MAIN AND LATERAL LINES ON THE PLAN IS SHOWN THE LOCATION OF IRRIGATION MAIN AND LATERAL LINES ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. UNLESS OTHERWISE NOTED ON THE PLAN, ANY IRRIGATION LINES SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY ONLY. IRRIGATION LINES SHALL BE LOCATED IN IMMEDIATELY ADJACENT LANDSCAPE AREAS. F. ALL VALVE BOXES IN TURF OR SEED AREAS SHALL BE GREEN WITH GREEN BOLT-DOWN ALL VALVE BOXES IN TURF OR SEED AREAS SHALL BE GREEN WITH GREEN BOLT-DOWN LIDS. VALVE BOXES IN MULCH AREAS SHALL BE TAN WITH TAN BOLT-DOWN LIDS. G. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM STATIC PRESSURE OF 60 PSI AT THE IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM STATIC PRESSURE OF 60 PSI AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN 60 PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING DESIGN MODIFICATIONS IF NECESSARY. H. AIR RELEASE VALVE LOCATIONS ARE SHOWN SCHEMATICALLY ON THE PLAN AT HIGH AIR RELEASE VALVE LOCATIONS ARE SHOWN SCHEMATICALLY ON THE PLAN AT HIGH POINTS IN ELEVATION. CONTRACTOR SHALL SURVEY FINAL LOCATIONS OF ALL AIR RELEASE VALVES PRIOR TO INSTALLATION TO ENSURE THAT THEY ARE LOCATED AT ACTUAL HIGH POINTS. I. ALL HEADS TO BE INSTALLED WITHIN NEW CRYPT SECTIONS SHALL BE LOCATED ALL HEADS TO BE INSTALLED WITHIN NEW CRYPT SECTIONS SHALL BE LOCATED BETWEEN HEADSTONES AND WITHIN IRRIGATION AISLES PER DETAIL C1/LI503.

AutoCAD SHX Text

IRRIGATION NOTES

AutoCAD SHX Text

IRRIGATION KEYED NOTES

AutoCAD SHX Text D-5

AutoCAD SHX Text 2"

AutoCAD SHX Text

80.8-GPM

AutoCAD SHX Text D-6

AutoCAD SHX Text 2"

AutoCAD SHX Text

70.7-GPM

AutoCAD SHX Text D-7

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

60.6-GPM

AutoCAD SHX Text D-8

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

60.6-GPM

AutoCAD SHX Text D-9

AutoCAD SHX Text 2"

AutoCAD SHX Text

70.7-GPM

AutoCAD SHX Text D-17

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

50.5-GPM

AutoCAD SHX Text D-18

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

60.6-GPM

AutoCAD SHX Text D-10

AutoCAD SHX Text 2"

AutoCAD SHX Text

70.7-GPM

AutoCAD SHX Text D-11

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

50.5-GPM

AutoCAD SHX Text D-12

AutoCAD SHX Text 2"

AutoCAD SHX Text

70.7-GPM

AutoCAD SHX Text D-13

AutoCAD SHX Text

50.5-GPM

AutoCAD SHX Text D-14

AutoCAD SHX Text 2"

AutoCAD SHX Text

79.2-GPM

AutoCAD SHX Text

TYP. OF (6)

AutoCAD SHX Text D-19

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

50.5-GPM

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

AIR RELEASE VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text MANUAL ISOLATION VALVE ASSEMBLY, RESILIENT WEDGE, IRON BODY GATE VALVE WITH 2" OPERATING NUT, SAME SIZE AS LINE. INSTALL PER DETAIL C1/LI501.

AutoCAD SHX Text

EXISTING IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

EXISTING IRRIGATION SUB MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION LEGEND

AutoCAD SHX Text LATERAL LINE PIPING, CLASS 200 O-RING & GASKET PVC, SIZE AS SHOWN ON PLAN. SIZES 2 " AND SMALLER SHALL BE SCH 40 SOLVENT WELD PVC, 24" DEPTH OF 12" AND SMALLER SHALL BE SCH 40 SOLVENT WELD PVC, 24" DEPTH OF BURY. PIPE CONVEYING LESS THAN 5-GPM SHALL BE ". ALL JOINTS AT CHANGES 34". ALL JOINTS AT CHANGES IN DIRECTION ON SIZES 3" AND LARGER SHALL HAVE DUCTILE FITTINGS AS INDICATED IN SPECIFICATIONS. ALL JOINTS IN STRAIGHT RUNS OF PIPE IMMEDIATELY UPSTREAM OR DOWNSTREAM OF A CHANGE IN DIRECTION SHALL BE RESTRAINED PER DETAIL F1/LI503. ALL OTHER JOINTS IN STRAIGHT RUNS OF PIPE LARGER THAN 3" SHALL BE INDICATED IN THE SPECIFICATIONS.

AutoCAD SHX Text

EXISTING IRRIGATION HEAD TO REMAIN, TYP.

AutoCAD SHX Text

EXISTING IRRIGATION CONTROL VALVE TO REMAIN, TYP.

AutoCAD SHX Text REMOTE CONTROL VALVE ASSEMBLY, PLASTIC BODY 24-VOLT AUTOMATIC VALVE, SIZE AS SHOWN ON PLAN, REFER TO SPECIFICATIONS. INSTALL PER DETAILS F1/LI501 AND F1/LI502.

AutoCAD SHX Text FLOWER WATER STATION INCLUDING TRASH RECEPTACLE, FLOWER VASE HOLDER, AND HYDRANT. INSTALL PER DETAILS F4/LI501, F8/LI501, & C8/LI501.

AutoCAD SHX Text IRRIGATION SUB MAIN LINE, CLASS 200 O-RING AND GASKET PVC, SIZE 4". INSTALL PER DETAIL F8/LI503. DEPTH OF BURY 30". ALL JOINTS AT CHANGES IN DIRECTION SHALL HAVE DUCTILE IRON FITTINGS AS INDICATED IN THE SPECIFICATIONS. ALL JOINTS IN STRAIGHT RUNS OF PIPE IMMEDIATELY UPSTREAM OR DOWNSTREAM OF A CHANGE IN DIRECTION SHALL BE RESTRAINED WITH PIPE RESTRAINTS PER DETAIL F1/LI503. ALL OTHER JOINTS IN STRAIGHT RUNS OF PIPE SHALL BE AS INDICATED IN THE SPECIFICATIONS.

AutoCAD SHX Text

EXISTING FLOWER WATER STATION TO REMAIN.

AutoCAD SHX Text FLOWER WATER STATION SERVICE LINE, 1" SCH. 40 SOLVENT WELD PVC. DEPTH OF BURY, 24". TRANSITION FROM 4" SUB MAIN TO 1" LINE USING DUCTILE IRON SERVICE TEE OR TAPPED CAP AS NEEDED.

AutoCAD SHX Text D

AutoCAD SHX Text

EXISTING MANUAL DRAIN VALVE TO REMAIN.

AutoCAD SHX Text SUB MAIN AND LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END SOLVENT WELD PVC.

AutoCAD SHX Text 24-VOLT IRRIGATION WIRE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END SOLVENT WELD PVC.

AutoCAD SHX Text POP-UP ROTARY SPRINKLER ASSEMBLIES WITH CHECK VALVE, 6" POP-UP, STAINLESS STEEL RISER AS FOLLOWS, REFER TO SPECIFICATIONS (INSTALL PER DETAIL C3/LI503):

AutoCAD SHX Text

MODEL NO. RADIUS GPM PSI PRRADIUS GPM PSI PRGPM PSI PRPSI PRPR

AutoCAD SHX Text I-20-GREY 4.5 LA 35' 4.40 50 .69 35' 4.40 50 .69 4.40 50 .69 50 .69 .69 I-20-GREY 4.5 LA 35' 4.40 50 .6935' 4.40 50 .694.40 50 .6950 .69.69

AutoCAD SHX Text POP-UP ROTARY SPRINKLER ASSEMBLIES WITH CHECK VALVE, 6" POP-UP, STAINLESS STEEL RISER AS FOLLOWS, REFER TO SPECIFICATIONS (INSTALL PER DETAIL C3/LI503):

AutoCAD SHX Text

MODEL NO. RADIUS GPM PSI PRRADIUS GPM PSI PRGPM PSI PRPSI PRPR

AutoCAD SHX Text I25-10 51' 10.1 50 .75 51' 10.1 50 .75 10.1 50 .75 50 .75 .75 I25-10 51' 10.1 50 .75 51' 10.1 50 .75 10.1 50 .75 50 .75 .75 I25-10 51' 10.1 50 .7551' 10.1 50 .7510.1 50 .7550 .75.75

AutoCAD SHX Text

EXISTING WIRE SPLICE BOX TO REMAIN.

AutoCAD SHX Text

MANUAL ISOLATION VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text EXISTING SUB-MAIN TO MAINLINE POINT OF CONNECTION - NORMALLY OPEN MASTER VALVE & FLOW METER.

AutoCAD SHX Text

QUICK COUPLING VALVE ASSEMBLY. INSTALL PER DETAIL F3/LI503.

AutoCAD SHX Text AIR RELEASE VALVE ASSEMBLY, REFER TO SPECIFICATIONS, SIZE 1". INSTALL PER DETAIL C4/LI501.

AutoCAD SHX Text

SELF-RESTRAINED DUCTILE IRON CAP, SIZE PER LINE SIZE.

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY MAP

F9