EXISTING PONDEXISTING POND

LI402

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

0 20 40

1 INCH =20 FEET

LI401

LI402

LI403

ENLARGED CONTROLLER

LOCATIONS

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

0 50 100

1 INCH = 50 FEET

C5

F1

F5

F3 F7

C1

C3

0 50 100

1 INCH = 50 FEET

1500 50 100

1 INCH = 50 FEET

1500 50 100

1 INCH = 50 FEET

0 50 100

1 INCH = 50 FEET

150 0 50 100

1 INCH = 50 FEET

150 0 50 100

1 INCH = 50 FEET

LI501

28 18"

8"

19"

5/8" O.D. STEEL ROD

3/8"X1" STEEL BARS

1/4"X2 1/2" SOLID STEEL BAR

FINISH GRADE

1/4"X2 1/2" SOLID STEEL BAR

SPUN STEEL LID

BOLT TO SLAB

1/2" = 1'

TRASH RECEPTACLEA1

TRASH

(4) DECALS, EVENLY SPACED

AROUND BAND - REFER TO

SPECIFICATIONS FOR FONT, TEXT

SIZE, COLOR & COPY.

NOTE: REFER TO SPECIFICATIONS FOR TRASH RECEPTACLE MANUFACTURER/MODEL.

5/8" O.D. STEEL ROD

3/8" X 1" STEEL BARS

1/4" X 2-1/2" SOLID STEEL BAR

FINISH GRADE

1/4" X 2-1/2" SOLID STEEL BAR

HINGED LID- SEE PLAN VIEW

HINGED LID

FLORAL REGULATIONS TEXT, AS

APPROVED BY CEMETERY

DIRECTOR, SEE DETAIL C1/LI502.

BOLT TO SLAB

HANDLE

1/2" = 1'

FLOWER VASE RECEPTACLEA8

HINGE

(4) DECALS, EVENLY SPACED AROUND

BAND - REFER TO SPECIFICATIONS

FOR FONT, TEXT SIZE, COLOR AND

MATERIAL

FLORAL

REGULATIONS

NOTE: REFER TO SPECIFICATIONS FOR FLOWER VASE RECEPTACLE MANUFACTURER/MODEL.

FLOWERVASES

19"

28 18"

8"

NTS

FLOWER WATER SPIGOT SHUT-OFF VALVE ASSEMBLYC6

KEYED NOTES

1. 1" BRASS CURB STOP VALVE - SEE SPECIFICATIONS.

2. 1" SCH 80 PVC TOE NIPPLE.

3. 1" X 3 4" PVC TT BUSHING.

4. 1" SW COUPLING.

5. 3

4" TYPE K COPPER LINE.

6. 3

4" SWEAT X NPT ADAPTER.

7. 8"X8"X16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX.

8. 3

4" WASHED GRAVEL, 12" DEPTH.

9. 17"X30" VALVE BOX WITH BOLT DOWN TEE COVER AND EXTENSIONS AS REQUIRED - SEE SPECIFICATIONS.

10. FINISH GRADE.

11. FILTER FABRIC - SEE SPECIFICATIONS.

12. 3

4" PRESSURE REDUCING VALVE - SEE SPECIFICATIONS.

13. 1" SCH 40 PVC SUPPLY LINE.

14. MARK LID WITH LETTERS:"FWS". SEE SPECIFICATIONS FOR APPROVED METHOD.

15. 3/4" SWEAT X 3/4" SWEAT X 1/2" FPT COPPER TEE.

16. BRASS AUTOMATIC DRAIN w/ 1/2" MPT - SEE SPECIFICATIONS.

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

NTS

MANUAL ISOLATION VALVEC1

KEYED NOTES

1. IRON BODY GATE VALVE WITH 2" SQUARE

OPERATING NUT - SEE SPECIFICATIONS.

2. IRRIGATION MAIN LINE

3. FINISH GRADE

4. DUCTILE IRON JOINT RESTRAINT - SEE DETAIL

F1/LI503 AND SPECIFICATIONS.

5. 18"L x 18"W x 6"D 95% MODIFIED PROCTOR

COMPACTED AGGREGATE BASE COURSE.

6. CAST IRON VALVE BOX WITH 7 3 8"Ø STEEL LID -

SEE SPECIFICATIONS.

7. ADJUSTABLE SCREW TYPE 5 14"Ø VALVE BOX

EXTENSION - SEE SPECIFICATIONS.

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

SCALE: N.T.S.

REMOTE CONTROL VALVE ASSEMBLY F1

KEYED NOTES

10 17

1. DUCTILE IRON SERVICE TEE WITH 2-1/2" THREADED (FPT)

OUTLET. SECURE TO PIPE WITH DUCTILE IRON JOINT

RESTRAINTS.

2. INSTALL SCH. 80 PVC SOLVENT WELD BUSHING TO INCREASE

OR DECREASE PIPE SIZE AT SERVICE TEE, VALVE ASSEMBLY,

AND/OR LATERAL LINE AS NEEDED.

3. SCH 80 PVC SOLVENT WELD 45° FITTING.

4. 4"X8"X16" SOLID CMU BLOCK CONTINUOUS ALL SIDES.

5. SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED. PIPE SIZE TO

MATCH LATERAL PIPING IMMEDIATELY DOWNSTREAM OF

REMOTE CONTROL VALVE (REFERENCE IRRIGATION PLAN).

6. SCH. 80 PVC TOE NIPPLE, LENGTH AS REQUIRED. PIPE SIZE TO

MATCH REMOTE CONTROL VALVE (REFERENCE IRRIGATION

PLAN).

7. BRASS FULL-PORT BALL VALVE - SIZE TO MATCH REMOTE

CONTROL VALVE.

8. SCH. 80 PVC UNION - SIZE TO MATCH REMOTE CONTROL

VALVE.

9. SCH. 80 PVC NIPPLE - 3" LENGTH.

10. REMOTE CONTROL VALVE WITH PRESSURE REGULATING

MODULE.

11. 3

4" WASHED GRAVEL, 8" DEPTH.

12. LATERAL PIPING (SEE IRRIGATION PLAN FOR SIZE AND LEGEND

FOR MATERIAL).

13. WATERPROOF WIRE CONNECTOR, (REFERENCE DETAIL

D1/LI503 & SPECIFICATIONS).

14. 36" WIRE EXPANSION LOOPS.

15. 17"X30" VALVE BOX WITH BOLT DOWN TEE COVER AND

EXTENSIONS AS REQUIRED (SEE SPECIFICATIONS).

16. FINISH GRADE.

17. ATTACH VALVE ID TAG TO VALVE STEM WITH NYLON CABLE TIE

(REFERENCE DETAIL F6/LI503).

18. FILTER FABRIC - SEE SPECIFICATIONS.

19. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16"

DEEP LETTERS AND NUMBERS IDENTIFYING VALVE STATION

NUMBER I.E.: "V-12" (REFERENCE IRRIGATION PLANS FOR

VALVE NUMBERS).

20. 1/2" SQUARE GALVANIZED STEEL MESH.

21. CONTROL WIRES (DIRECT BURY).

6 6

SCALE: N.T.S.

AIR RELEASE VALVE ASSEMBLYC4

KEYED NOTES

1. FINISH GRADE.

2. 17"X30" VALVE BOX WITH BOLT DOWN TEE COVER AND EXTENSIONS AS REQUIRED (SEE

SPECIFICATIONS)

3. AIR RELEASE VALVE (SEE SPECIFICATIONS).

4. SCH 80 PVC NIPPLE (LENGTH AS REQUIRED).

5. BRONZE GATE VALVE WITH HANDWHEEL (SEE SPECIFICATIONS).

6. DI IRRIGATION MAINLINE TEE.

7. CLASS 200 IRRIGATION MAINLINE - SEE PLAN LEGEND FOR SIZE.

8. 8"X8"X16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX.

9. 3

4" WASHED GRAVEL.

10. MARK LID LETTERS: "ARV". SEE SPECIFICATIONS FOR APPROVED METHOD.

11. FILTER FABRIC - SEE SPECIFICATIONS.

12. DUCTILE IRON JOINT RESTRAINT - SEE DETAIL F1/LI503 AND SPECIFICATIONS.

GENERAL NOTES

A. INSTALL AN 8"X8"X16" SOLID CMU BLOCK AT EACH CORNER OF VALVE BOX

B. WASHED ROCK SHALL BE INSTALLED FLUSH WITH BOTTOM OF GATE VALVE

C. 4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN BOX

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

TRASH

8'-8"

SCALE: 3/4" = 1'-0"

FWS SECTION-ELEVATION - BURIAL/COLUMBARIA 'E' & 'H'F8

1. 5" THICK, 4,000 PSI CONCRETE SLAB w/

TOOLED EDGE & MEDIUM BROOM FINISH,

REFER TO DETAIL B8/C-501 FOR

REINFORCEMENT.

2. RE-USE EXISTING FLOWER VASE

RECEPTACLE.

3. RE-USE EXISTING TRASH RECEPTACLE.

4. FLOWER WATER SPIGOT ASSEMBLY, REF.

DETAIL F4/LI501.

5. LARGE 'DO NOT DRINK' SIGN, REF. - DETAIL

C3/LI502.

6. 42" DEPTH - DECORATIVE PEA GRAVEL SUMP

LINED w/ FILTER FABRIC - SEE

SPECIFICATIONS.

7. SELF-CLOSING WATER SPIGOT - SEE

SPECIFICATIONS.

8. SMALL 'DO NOT DRINK' SIGN, REF. - DETAIL

C6/LI502.

KEYED NOTES

A. SLAB SHALL HAVE 14" PER FOOT

CROSS SLOPE.

B. CONCRETE COLOR SHALL BE

PLAIN GRAY - SUBMIT SAMPLE

TO COR FOR APPROVAL.

C. DECORATIVE PEA GRAVEL TO

MATCH DECORATIVE GRAVEL

STRIP AT COLUMBARIUM,

CONTRACTOR TO SUBMIT

SAMPLE.

1'-8"

GENERAL NOTES

2'-8"

2' -4

3"

2' -0

4"

1'-4"

6" 5

3'-0"

FLOWERVASES

2' -1

0"

2' -4

1" 1"

7-

/2

SELF-CLOSING FAUCET, REF. SPECIFICATIONS.

1" CHAMFERED EDGE

AT TOP OF POST,

TYP.

(4) #3 REBAR CONT., EQUALLY

SPACED

1/8" THICK ALUMINUM PLATE "DO

NOT DRINK" SIGN PANEL, REF.

DETAIL C3/LI502.

5000 PSI ARCHITECTURAL

PRECAST CONCRETE POST - SEE

SPECIFICATIONS

POST PLAN VIEW

N.T.S.

REFER TO SPECIFICATIONS

SELF CLOSING FAUCET

STAINLESS STEEL

TAMPER-PROOF SCREWS 1/4"

X 2", TWO PER SIGN

4" BRASS NIPPLE, LENGTH AS REQ'D.

4,000 PSI CONC. SLAB REF. - DETAIL

B8/C-501.

4" BRASS NIPPLE RISER w/

ELBOW IN CHAMFERED POST

RECESS

1-1/2" = 1'

FLOWER WATER STATION SPIGOT ASSEMBLYF4

6" DEPTH - DECORATIVE PEA GRAVEL

FILTER FABRIC, TYP. - SEE SPECIFICATIONS

VARIES

1' -4

7-1/2"

1'-2"

VARIES

VARIES

2" BRASS NIPPLE,

LENGTH AS REQ'D.

2" X 3 4" FIP THREADED

BRASS REDUCING ELBOW,

BURIAL PLOTS ROAD

1" SCH 40 PVC

FLOWER WATER STATION

SUPPLY LINE.

FLOWER WATER SPIGOT SHUT-OFF

VALVE ASSEMBLY. SEE DETAIL D6/LI501.

1 12" HOLE CAST THROUGH POST -

FILL w/ EPOXY GROUT AFTER PIPE

INSTALLATION.

ENSURE NO GROUT INTERFERES

w/ THREADED CONNECTION

4" SWEAT x 3 4" MIP THREADED

COPPER FITTING

4" TYPE K

COPPER PIPE

GENERAL NOTES

A. PIPE RISER AND ELBOW TO BE RECESSED INTO 1 12"

WIDE X 2" DEPTH NOTCH CAST INTO POST.

4" x 3 4"

FIP THREADED

BRASS ELL

1 12"W x 2"D PIPE

RECESS NOTCH

CONT. TO BOTTOM

OF POST,

NOTCH SHALL

HAVE 14" CHAMFER

ON ALL EDGES.

5"

5000 PSI ARCHITECTURAL

PRECAST CONCRETE POST - SEE

SPECIFICATIONS

2'-0"

1 1/2"

1 12" Ø HOLE CAST THROUGH

POST

1/8" THICK ALUMINUM PLATE "DO

NOT DRINK"

SIGN PANEL, REF. DETAIL

C6/LI502.

REF. DETAILS C3/LI502 & C6/LI502 FOR

SIGN PANELS.

VARIES, REF. DETAILS

4"

2"

4"1

4"

1 4"

4" CHAMFER ON ALL EDGES OF

PIPE RECESS NOTCH

8" REVEAL

4" 1 8"

1 8"1 8"

8"

8" 1 8"

4"

2' -0

8" REVEAL, (3) SIDES.

C. DECORATIVE GRAVEL TO MATCH GRAVEL STRIP AT

COLUMBARIUM. CONTRACTOR SHALL SUBMIT

SAMPLE.

3" O.D. x 5 8" I.D. BRASS WASHER.

3" O.D. x 5 8" I.D. BRASS WASHER.

B. SUBMIT SHOP DRAWINGS & SAMPLE FOR APPROVAL

PRIOR TO FABRICATING POSTS - SEE

SPECIFICATIONS.

4" WASHED GRAVEL,

36" DEPTH

3' -0

6"

8'-8"

6"

SCALE: 3/4" = 1'-0"

FWS GROUP PLAN - BURIAL/COLUMBARIA 'E' & 'H'C8

1. 5" THICK, 4,000 PSI, PLAIN GRAY

CONCRETE SLAB WITH TOOLED EDGE

AND MEDIUM BROOM FINISH - REF. CIVIL

DETAIL B8/C-501 FOR REINFORCEMENT &

SUBGRADE.

2. RE-USE EXISTING FLOWER VASE

RECEPTACLE.

3. 42" DEPTH, DECORATIVE PEA GRAVEL

SUMP - SEE DETAIL F4/LI501.

4. FLOWER WATER STATION SPIGOT

ASSEMBLY - SEE DETAIL F4/LI501.

5. RE-USE EXISTING TRASH RECEPTACLE.

6. 3

4" TYPE K COPPER LINE.

7. 1" SCH 40 PVC SUPPLY LINE.

8. FLOWER WATER SPIGOT SHUT-OFF

VALVE ASSEMBLY, SEE DETAIL C6/LI501.

9. TRANSVERSE CONTRACTION JOINT, REF.

D5/C-501.

10. EXPANSION JOINT, REF. D2/C-501.

KEYED NOTES

1' -9

3'-10" 2'-8" 1'-8"

3' -6

1' -9

7"

BACK OF CURB

2'-0"

6" 6"

2' -6

EQUAL

EQUAL

SL

O

PE

/4

PE

R

F O

O T

SL

O

PE

/4

PE

R

F O

O T

SL

O

PE

/4

PE

R

F O

O T

IRRIGATION DETAILS

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

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

LI502

SCALE: 3" = 1'-0"

FWS SIGN PANEL (DO NOT DRINK)C3

1. 1

8" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH.

2. 1 4" DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) 3 8" Ø x 2" S.S.

TAMPER-PROOF SCREWS AND EXPANSION SHIELD.

3. COPY SHALL BE 3 4" HEIGHT, SEE SPECIFICATIONS FOR FONT.

KEYED NOTES

A. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND PRE-CAST

CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

GENERAL NOTES

3 3 4"

1' -3

4"

R 1 7 8"

1 4"

3"

4"

SCALE: 3" = 1'-0"

FWS SIGN PANEL (DO NOT DRINK)C6

1. 1

8" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH.

2. 1 4" DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) 3 8" Ø x 2" S.S.

TAMPER-PROOF SCREWS AND EXPANSION SHIELD.

3. SEE SPECIFICATION SECTION 10 14 00 FOR SYMBOL & COPY FONT.

KEYED NOTES

A. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND PRE-CAST

CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

GENERAL NOTES

3 3 4"

4" 1

R 1 7 8"

SCALE: N.T.S.

VALVE BOX LAYOUT DETAILF1

1. REMOTE CONTROL VALVE ASSEMBLY SEE DETAIL F1/LI501.

2. SCH 80 PVC SOLVENT WELD 45° FITTING.

3. DUCTILE IRON SERVICE TEE WITH JOINT RESTRAINTS - SEE DETAIL F1/LI501.

4. PVC MAINLINE PIPE.

5. 17"X30" VALVE BOX WITH TEE COVER.

6. SCH 80 PVC NIPPLE (LENGTH AS REQUIRED), SIZE TO MATCH LATERAL PIPING IMMEDIATELY

DOWNSTREAM OF REMOTE CONTROL VALVE (REFERENCE IRRIGATION PLANS).

KEYED NOTES

A. WHERE VALVES ARE LOCATED IN GROUPS, SPACE VALVE BOXES A UNIFORM DISTANCE APART.

B. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR

WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST.

GENERAL NOTES

TYP.

TYP.

M

IN

TYP.

3TYP.

TYP.

TYP.

SCALE: N.T.S.

FLORAL REGULATIONS DECALC1

KEYED NOTES

1. EDGE OF DECAL.

8"

NOTES

A. NEW DECALS TO MATCH EXISTING DECALS ON SITE.

B. VERIFY EXACT COPY WITH CEMETERY DIRECTOR PRIOR TO ORDERING.

C. PROVIDE FULL-SIZE PAPER MOCK-UP FOR REVIEW AND APPROVAL BY COR PRIOR TO

FABRICATION.

1'-2"

SCALE: 3/4" = 1'-0"

FWS GROUP PLAN - COLUMBARIA 'A', 'B' & 'C'C8

1. 4" THICK, 4,000 PSI, PLAIN GRAY

CONCRETE SLAB WITH TOOLED EDGE

AND MEDIUM BROOM FINISH - REF. CIVIL

DETAIL B8/C-501 FOR REINFORCEMENT &

SUBGRADE.

2. FLOWER VASE RECEPTACLE - SEE

DETAIL A8/LI501.

3. DECORATIVE GRAVEL SUMP - SEE DETAIL

F4/LI501.

4. FLOWER WATER STATION SPIGOT

ASSEMBLY - SEE DETAIL F4/LI501.

5. TRASH RECEPTACLE - SEE DETAIL

A1/LI501.

6. 3

4" TYPE K COPPER LINE.

7. 1" SCH 40 PVC SUPPLY LINE.

8. FLOWER WATER SPIGOT SHUT-OFF

VALVE ASSEMBLY, SEE DETAIL C6/LI501.

9. CONTRACTION JOINT, REF. D5/C-501.

10. EXPANSION JOINT, REF. D2/C-501.

KEYED NOTES

SLO

PE 1/

4"

PER FOOT

EDGE OF WALK

ED

G

E O F W

ALK

3' -5

4'

-7

3'-5" 4'-7"

4'-1"

3'-2"

4'-1"4 1 /2"

11'-4"

2' -3

1 2"

2'-3 12" 10

TRASH

11'-4"

SCALE: 3/4" = 1'-0"

FWS ELEVATION - COLUMBARIA 'A', 'B' & 'C'F8

1. 5" THICK, 4,000 PSI CONCRETE SLAB w/

TOOLED EDGE & MEDIUM BROOM FINISH,

REFER TO DETAIL B8/C-501 FOR

REINFORCEMENT.

2. FLOWER VASE HOLDER, SEE DETAIL A8/LI501.

3. TRASH RECEPTACLE, SEE DETAIL A1/LI501.

4. FLOWER WATER SPIGOT ASSEMBLY, REF.

DETAIL F4/LI501.

5. LARGE 'DO NOT DRINK' SIGN, REF. - DETAIL

C3/LI502.

6. 42" DEPTH - DECORATIVE GRAVEL SUMP

LINED w/ FILTER FABRIC - SEE

SPECIFICATIONS.

7. SELF-CLOSING WATER SPIGOT - SEE

SPECIFICATIONS.

8. SMALL 'DO NOT DRINK' SIGN, REF. - DETAIL

C6/LI502.

KEYED NOTES

A. SLAB SHALL HAVE 14" PER FOOT

CROSS SLOPE.

B. CONCRETE COLOR SHALL BE

PLAIN GRAY - SUBMIT SAMPLE

TO LANDSAPE ARCHITECT.

C. DECORATIVE PEA GRAVEL TO

MATCH DECORATIVE GRAVEL

STRIP AT COLUMBARIUM,

CONTRACTOR TO SUBMIT

SAMPLE.

1'-8" 4'-0"

GENERAL NOTES

1'-8"4'-0"

2' -4

4"

3"

2' -0

7"

FLOWERVASES

SCALE: N.T.S.

24V CONTROL WIRE SPLICE BOXF3

KEYED NOTES

1. WATERPROOF SPLICES, REFER TO DETAIL D1/LI503 & SEE SPECIFICATIONS.

2. 24V IRRIGATION CONTROL WIRE.

3. FILTER FABRIC, SEE SPECIFICATIONS.

4. 13"x20" VALVE BOX WITH BOLT DOWN TEE COVER AND EXTENSIONS AS REQUIRED

(SEE SPECIFICATIONS).

5. 3

4" WASHED GRAVEL, 8" DEPTH.

6. 4" X 8" X 16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX.

7. 36" EXPANSION LOOPS.

TYP

IRRIGATION DETAILS

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

LI503

4"

SCALE: N.T.S.

SUB-MAINLINE PIPE TRENCHF8

3"

1. FINISH GRADE.

2. TOPSOIL, PLACE AND TAMP IN 6" LIFTS.

3. DETECTABLE WARNING TAPE, 12" OF COVER,

DIRECTLY OVER PIPE.

4. CLASS 200 PVC SUB MAINLINE, PER IRRIGATION

LEGEND.

5. 24V CONTROL WIRES, INSTALL AT BOTTOM OF TRENCH ON

OPPOSITE SIDE OF TRACER WIRE - SEE SPECIFICATIONS.

6. FILL WITH CLEAN BEDDING SAND AND TAMP IN LIFTS AS

INDICATED.

7. TRACER WIRE, INSTALL AT BOTTOM OF MAINLINE TRENCH

ON OPPOSITE SIDE OF CONTROL WIRES - SEE

SPECIFICATIONS.

KEYED NOTES

4"

A. REFER TO IRRIGATION LEGEND FOR COVER REQUIREMENTS OF PIPE.

B. PIPE MAY NOT BE INSTALLED AT GREATER OR LESSER DEPTH WITHOUT PRIOR APPROVAL OF COR.

C. HAND DIG BEDDING TO ACCOMMODATE BELLS AND FITTINGS.

D. SNAKE PIPE BACK AND FORTH WITHIN TRENCH.

E. PIPE IS TO HAVE CONTINUOUS SUPPORT ON BEDDING COURSE. NO BRIDGING ACROSS VOIDS.

F. CHANGES IN DIRECTION ARE TO BE ACCOMPLISHED BY USE OF 45° OR SMALLER ANGLE ELBOWS. 90° ELBOWS ARE TO BE

USED ONLY WITH PRIOR APPROVAL.

G. CONTROL WIRES TO BE RUN WITHOUT TENSION. LEAVE SLACK LOOPS OF 3 FEET AT SPLICES AND AT REMOTE CONTROL

VALVES.

GENERAL NOTES

SCALE: N.T.S.

PLASTIC VALVE TAGF6

KEYED NOTES

1. 1/16" THICK RIGID 2-PLY LAMINATE PLASTIC TAG - SEE SPECIFICATIONS FOR SOURCE.

TAG COLOR SHALL BE YELLOW WITH BLACK LETTERING.

2. 3/16" DIAMETER DRILLED HOLE.

3. HOT-STAMPED BLACK LETTERING.

NOTE: ATTACH VALVE TAG TO VALVE STEM WITH NYLON CABLE TIE

2 5 8"

1 4"

12 3

SCALE: N.T.S.

WIRE SPLICESD1

NOTE:

1. FOR WIRE SIZES #14, #12 AND #10.

2. REFER TO SPECIFICATIONS FOR

SUPPLIER.

STEP 1

STEP 2

STEP 3

STEP 4 STEP 5

1/2"

TWIST WIRE NUT ONTO WIRE ENDS.

PUSH WIRE NUT

INTO CONNECTOR

PAST TABS.

STRAP TOP TO

CONNECTOR.

STRIP WIRES APPROXIMATELY 1/2" FROM

ENDS AND TWIST ENDS TOGETHER.

TABS

SWING

CLOSED

KEYED NOTES

1. SPRINKLER BODY, SEE IRRIGATION LEGEND.

2. PRE-FABRICATED SCH 80 PVC SWING JOINT. SIZE SAME AS HEAD INLET SIZE. SEE SPECIFICATIONS.

3. PVC LATERAL PIPE FITTING.

4. FINISH GRADE AND/OR TOP OF SOD OR SEEDING BED. SEE PLANTING PLAN.

5. LATERAL PIPING. SEE IRRIGATION LEGEND.

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

SCALE: N.T.S.

POP-UP SPRINKLER ASSEMBLYC3

4 1

KEYED NOTES

1. FINISH GRADE.

2. 1" QUICK COUPLING VALVE - SEE SPECIFICATIONS.

3. 10" ROUND ABS PLASTIC VALVE BOX WITH BOLT DOWN LID AND EXTENSIONS AS REQUIRED.

4. QUICK COUPLER ANCHOR - SEE SPECIFICATIONS.

5. 6" MINIMUM DEPTH OF 3/4" WASHED GRAVEL.

6. 8"X8"X16" SOLID CMU BLOCK CONTINUOUS ON ALL SIDES.

7. 1" DIAMETER PVC SCH. 80 NIPPLE, LENGTH AS REQUIRED.

8. SCH. 40 PVC COUPLING.

9. 1" PRE-FABRICATED SCH 80 PVC SWING JOINT. LAY LENGTH SHALL BE 12" - SEE SPECIFICATIONS.

10. 1" FNPT OUTLET.

11. DI TAPPED TEE ON MAIN LINE PIPE.

12. FILTER FABRIC - SEE SPECIFICATIONS.

13. MARK LID WITH LETTERS: "QC", REF. SPECIFICATIONS FOR APPROVED METHODS.

SCALE: N.T.S.

QUICK COUPLING VALVE ASSEMBLYF3

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

3" MAX - 2" MIN

GENERAL NOTES

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING

VALVE INLET SIZE.

2. ASSEMBLY SHALL BE INSTALLED IN TURF. FINAL LOCATION SHALL BE CONFIRMED BY COR IN THE

FIELD.

45°±5°

ALLO

W

ABLE

ANG

LE

SCALE: 3/4" = 1'-0"

HEAD LOCATION AT IRRIGATION AISLEC1

1. IRRIGATION AISLE, REF TO CIVIL SHEET C-503.

2. IRRIGATION HEAD & SWING JOINT ASSEMBLY, REF

IRRIGATION PLAN.

3. BURIAL GRID, TYP.

4. IRRIGATION LATERAL PIPING, REF. IRRIGATION PLAN.

5. HEADSTONE, TYP.

GENERAL NOTES:

A. BURIAL GRID DIMENSIONS VARY, REFER TO CIVIL

PLANS.

B. IN LOCATIONS WHERE BACK-TO-BACK HEADS ARE TO

BE INSTALLED IN IRRIGATION AISLE, PROVIDE MIN. 4"

SEPARATION BETWEEN HEADS.

C. IN LOCATIONS WHERE HEADS ARE TO BE INSTALLED

ADJACENT TO THE BURIAL GRID, BUT NOT IN AN

IRRIGATION AISLE, CONTRACTOR SHALL INSTALL

HEAD 18" FROM EDGE OF GRID.

KEYED NOTES

EQ

U

AL

1'-0"

1'-0"

TYP.

3 TYP.

EQ

U

AL

5TYP.

1 STEP11°

MIN. "L" AT

BENDSPIPE

SIZE

MIN. "L" AT

DEAD END

JOINT RESTRAINT DISTANCE CHART

NOTE: JOINT RESTRAINT DISTANCE CHART IS PROVIDED FOR REFERENCE ONLY AND IS FOR THE

PRODUCT INDICATED IN THE SPECIFICATIONS. IF ANOTHER PRODUCT IS SELECTED, JOINT

RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH THAT PRODUCT MANUFACTURER'S

RECOMMENDATIONS FOR THE MINIMUM RESTRAINED LENGTH OF PIPE.

REFER TO THE FOLLOWING TABLE THAT LISTS THE MINIMUM RESTRAINED LENGTH "L" (IN FEET) FOR EACH SIZE/TYPE OF PIPE AND FITTING WITHIN WHICH ALL JOINTS MUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER

MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS.

AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE. RESTRAINTS MUST BE INSTALLED AT JOINTS ON BOTH

SIDES OF THE FITTING.

SCALE: N.T.S.

DUCTILE IRON PIPE FITTINGS JOINT RESTRAINT F1

3 STEP

MIN. "L" AT

GATE

VALVE

15'30'10'8'11'6'3'2'

"L" = MIN. RESTRAINED

DISTANCE (IN FEET)

INSTALL RESTRAINTS

ON BOTH SIDES OF

FITTINGS, TYP.

INSTALL RESTRAINTS

ON BOTH SIDES OF

FITTINGS, TYP.

MIN. "L" AT

REDUCERS

22.5° 45° 90° 2 STEP

3"

23'45'20'14'20'9'4'2'4" 31'63'40'30'29'13'6'3'6"

31' 53'

IRRIGATION DETAILS

SCALE: N.T.S.

MAIN TO SUB-MAIN POINT OF CONNECTION C6

KEYED NOTES

1. CLASS 200 PVC IRRIGATION MAIN LOCATED UNDER STREET

PAVEMENT

2. 3" SCH. 40 PVC MAIN

3. DUCTILE IRON MJ FITTINGS AS REQUIRED WITH THRUST BLOCKS

AND RETAINERS

4. BRASS SEAT GATE VALVE WITH WHEEL HANDLE, 3-INCH

5. 6" SCH. 80 PVC NIPPLE, TBE 3"

6. 3" ELECTRIC SOLENOID MASTER VALVE, NORMALLY OPEN

7. SUPPORT BLOCK

8. 3" X 2" BRASS REDUCING UNION

9. 2-INCH FLOW METER

10. FLOW SENSOR

11. 4" CLASS 200 PVC SUB-MAIN TO CONTROL VALVES

12. CONCRETE VALVE BOX WITH EXTENSION AND METAL COVER

13. FINISH GRADE

14. FILL BOTTOM OF CONCRETE VALVE BOX WITH CRUSHED ROCK,

MINIMUM ONE FOOT IN DEPTH

NOTE--DO NOT ALLOW VALVE BOX TO REST PIPE, FITTINGS OR

VALVES.

EXTEND WIRES FOR ELECTRIC SOLENOID MASTER VALVE AND

FLOW SENSOR TO RESPECTIVE ZONE CONTROL PANEL

TYP.

6 9 8

13 5

SCALE: N.T.S.

PEDESTAL MOUNT IRRIGATION CONTROLLERC8

KEYED NOTES

1. IRRIGATION CONTROLLER ENCLOSURE WITH PEDESTAL - SEE IRRIGATION LEGEND. INSTALL

PER MANUFACTURER'S SPECIFICATIONS.

2. TOOLED EDGE, TYP.

3. 1/2"X6" ANCHOR BOLTS, INSTALL WITH POUR.

4. 3500 PSI CONCRETE PAD, WITH MEDIUM BRUSH FINISH. PAD SHALL EXTEND 18" BEYOND EACH

SIDE OF ENCLOSURE WITH 1/2% SLOPE FOR DRAINAGE.

5. 3/4" RIGID PVC SWEEP ELL (GROUNDING WIRE).

6. 3/4" RIGID PVC SWEEP ELL (24 VOLT WIRE).

7. 2" RIGID PVC SWEEP ELL (24 VOLT WIRE) EXTEND 12" PAST CONCRETE PAD.

6"

18" (TYP.)

1. AUTOMATIC CONTROLLER - SEE IRRIGATION LEGEND

2. WALL - SEE PLAN

3. 120-VOLT WIRE CONDUIT

4. 24-VOLT WIRE CONDUIT

A. CONTROLLER SHALL BE MOUNTED SECURELY TO WALL USING APPROPRIATE

FASTENERS FOR WALL TYPE.

B. ALL EXPOSED CONDUIT SHALL BE E.M.T. OR EQUAL AND APPROVED BY LOCAL

CODES.

C. ALL CONDUIT CONNECTIONS SHALL BE MADE USING WATERTIGHT CONNECTORS.

D. MOUNT TOP OF CONTROLLER 52" TO 58" ABOVE FINISH GRADE

E. PAINT CONTROLLER CABINET AND CONDUITS TO MATCH WALL IF REQUIRED BY

PROJECT PER OWNER DIRECTION.

KEYED NOTES

GENERAL NOTES

SIDE

ELEVATION

FRONT

ELEVATION

SCALE: N.T.S.

WALL-MOUNT CONTROLLERE6

LP401

ENLARGED PLANTING 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

LP401

LP402

0 20 40

1 INCH =20 FEET

SYMBOL QTY COMMON NAME BOTANICAL NAME REMARKS HT. SPD. INSTALLED SIZE

TREES

LP402

ENLARGED PLANTING 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

LP401

LP402

0 20 40

1 INCH =20 FEET

GENERAL CONSTRUCTION NOTES

XXXX

XXXXXXXX

X X X

X

ARCHITECTURAL LINE TYPE

XXXX

SHEET LOCATION

VIEW NUMBERX

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

XX

ELEVATION REFERENCES

X

X

XXXX

SCALE: ??

VIEW TITLE

N

TRUE NORTH ARROW

ROOM

101 ROOM TAG

01 DEMO KEYNOTE

NEW WORK KEYNOTE

101 EQUIPMENT/FURNITURE TAG

VIEW TITLE

T# TOILET ACCESSORY TAG

ARCHITECTURAL COVER SHEET

A-001

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

DHSF

1.

2.

3.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER'S REPRESENTATIVE/COR.

REPRESENTATIVE/COR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH OWNER'S

REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY

SHUT DOWN, OCCUPANT/EMPLOYEE SAFETY, ACCESS CONTROL, ETC.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

"TYPICAL" OR "SIMILAR" EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

4.

5.

CONTRACTOR TO REMOVE AND REPLACE STONE MASONRY BROKEN, CHIPPED,

STAINED, OR OTHERWISE DAMAGED OR STONE MASONRY NOT MATCHING

APPROVED SAMPLES AND MOCKUPS.

6.

CO

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

M. FITZPATRICK

07/01/26