S02_Att 3_Fort Sill NC 920CM3006 Plan Set Reduced 1 of 11.pdf

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 G-001

COVER SHEET

SITE LOCATION MAP

SCALE: NTS N

SHEET INDEX

SHEET NO. DRAWING NO.

COVER SHEET

DEPARTMENT OF VETERANS AFFAIRS

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

AND CEMETERY FCA IMPROVEMENTS

NCA PROJECT NO. 920CM3006

2648 NE Jake Dunn Rd, Elgin, OK 73538

V-101 OVERALL TOPOGRAPHIC SURVEY

C-101 KEYED MAP - CIVIL

SITE LOCATION AND ACCESS MAP

SCALE: NTS

CODE OF CONDUCT

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF

BUSINESS EACH DAY. ALLOWABLE WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY

AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE PERSONAL ITEMS ON

HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE

SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON OR STORE ANY MATERIALS ON OCCUPIED GRAVE PLOTS OR OCCUPIED COLUMBARIUM WALLS.

ALL EFFORT WILL BE MADE TO MAINTAIN DISTANCE FROM OCCUPIED GRAVESITES.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY POE &

ASSOCIATES, INC CONSULTING ENGINEER. THE GENERAL CONTRACTOR SHALL

VERIFY ALL SURVEY INFORMATION.

2. ALL ELEVATIONS ARE NAVD 88 VERTICAL DATUM BASED ON GPS OBSERVATION.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON

AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY

WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE

MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE

CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL

VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO

BEGINNING CONSTRUCTION.

4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO

BEGINNING EARTHWORK OPERATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE CO/COR IF UNSUITABLE MATERIAL IS

DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION

SECTION 31.20.11).

6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT

SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED

WORK.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW

PRIOR TO FINAL APPROVAL.

8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY

SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE

ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE

CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN

PERFORMING THE WORK.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES

IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR,

WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY

PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

11. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON

WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON

SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE

BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL

THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO

IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

12. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO

PERFORMING FIELD WELDING REPAIR WORK. FOLLOWING APPROVAL, ALL WELDS

SHALL BE PERFOMED IN ACCORDANCE WITH THE APPROVED PLAN. PLAN FOR REPAIR

WORK SHALL LIST CERTIFIED WELDERS THE CONTRACTOR INTENDS TO USE.

GENERAL NOTES

C-102

C-401

ENLARGED SITE AND HORIZ-VERT CONTROL PLAN - COLUMBARIUM 'C'

CD101 NEW WORK DEMOLITION PLAN

FIRMETTE PANEL

SCALE: NTS N

PROJECT TEAM

SITE OWNER

DEPARTMENT OF VA, NCA

FORT SILL NATIONAL CEMETERY

CONTACT: HOMAYOUN KAZEMIPOUR

HOMAYOUN.KAZEMIPOUR@VA.GOV

ARCHITECT

VALI COOPER INTERNATIONAL, LLC

COVINGTON, LA

CONTACT: SEAN FITZPATRICK

SEAN@VALIINT.COM

CIVIL ENGINEER

VALI COOPER INTERNATIONAL, LLC.

COVINGTON, LA

CONTACT: JORDAN VANDERMEER

JORDAN.VANDERMEER@VALIINT.COM

MECHANICAL ENGINEER

VALI COOPER INTERNATIONAL, LLC

COVINGTON, LA

CONTACT: BRENDAN SCANLON

BRENDAN.SCANLON@VALIINT.COM

ELECTRICAL ENGINEER

JD ENGINEERING

HAMILTON, MT

CONTACT: SCOTT TURNER

SCOTT@JDENG.ORG

LANDSCAPE ARCHITECT

PLAND COLLABORATIVE

LUBBOCK, TX

CONTACT: JEFF STUART

JSTUART@PLANDCOLLAB.COM

GEOTECHNICAL ENGINEER

TERRACON

OKLAHOMA CITY, OK

CONTACT: CASSA HOOKER

CASSA.HOOKER@TERRACON.COM

SURVEYOR

POE & ASSOCIATES

OKLAHOMA CITY, OK

CONTACT: JOHN BOWMAN

JOHNBOWMAN@POEANDASSOCIATES.COM

SHEET TITLE

1 G-001

ENLARGED SITE PLAN - PRE PLACED CRYPTS19

ENLARGED SITE AND HORIZ-VERT CONTROL PLAN - COLUMBARIA 'E-H'

ENLARGED GRADING & DRAINAGE PLAN - COLUMBARIUM 'C'

C-402

G-101 CONSTRUCTION ACCESS, FENCING AND STAGING PLAN

C-403

C-407

V-401 V-402

TOPOGRAPHICAL & UTILITY SURVEY - COLUMBARIA

TOPOGRAPHICAL & UTILITY SURVEY - PRE PLACED CRYPTS

SCALE: NTS

US 277

JA

KE

D U

N N

R O

AD

SCALE: NTS N

FCA DEFICIENCIES - SITE WIDE

CG101 INITIAL EROSION AND SEDIMENTATION CONTROL PLAN

CG102 FINAL EROSION AND SEDIMENTATION CONTROL PLAN

ENLARGED GRADING & DRAINAGE PLAN - PRE PLACED CRYPTSC-406

ENLARGED SITE PLAN - SIDEWALK AND PAVINGC-404

INTERMENT SUMMARY

SECTION # PPC NICHES

SEC 7 (3'x8') 1312 - (4'x10') 22 - SEC 8 (3'x8') 1321 - (4'x10') 9 - SEC 9 (3'x8') 870 - (4'x10') 20 -

COL C - (BID OPTION 1) 1189

COL E - 2058

COL H - 2058

TOTAL 3554 5305

ENLARGED GRADING & DRAINAGE PLAN - SIDEWALK AND PAVINGC-409

ENLARGED GRADING & DRAINAGE PLAN - COLUMBARIA 'E-H'C-408

OVERALL SITE PLAN

LI501

ENLARGED IRRIGATION PLAN

LI502 IRRIGATION DETAILS

IRRIGATION DETAILS

L-101

LI401

ENLARGED IRRIGATION DEMOLITION PLANLD402

ENLARGED IRRIGATION DEMOLITION PLANLD401

ENLARGED CONTROLLER LOCATIONSLI403

ENLARGED IRRIGATION PLANLI402

LI503 IRRIGATION DETAILS

LP401 ENLARGED PLANTING PLAN

ENLARGED PLANTING PLAN

A-106

ADMINISTRATION BUILDING - TELECOM ROOM FLOOR PLANS

A-107 COLUMBARIUM COURT H PLAN

COLUMBARIUM COURT E PLAN

LP402

A-102

COMMITTAL SHELTERS 'A' & 'B' & OBSERVATION WALL RENOVATION PLANS & DETAILSA-101

ARCHITECTURAL COVER SHEETA-001

COLUMBARIUM COURT C PLANA-105

ADMIN BUILDING RENOVATION ELEVATIONSA-104

A-108 COLUMBARIUM C CAP & NUMBERING PLAN AND DETAILS

A-109 COLUMBARIUM E CAP & NUMBERING PLAN

A-110 COLUMBARIUM H CAP & NUMBERING PLAN

A-201 ADMIN BUILDING RENOVATION ELEVATIONS

A-202 PUBLIC INFORMATION CENTER RENOVATION ELEVATIONS

A-205

A-206 COURT E ELEVATIONS

COURT E ELEVATIONS

COLUMBARIUM COURT C ELEVATIONSA-204

COLUMBARIUM COURT C ELEVATIONSA-203

A-207 COURT E ELEVATIONS

A-208 COURT H ELEVATIONS

A-209 COURT H ELEVATIONS

H.E. BAILEY TURNPIKE (I-4

4)

JA

KE

D U

N N

R O

AD

C-201 ROAD EXTENSION PLAN AND PROFILE

C-202 DRAINAGE PLAN AND PROFILE - ROAD EXTENSION

C-203 DRAINAGE PLAN AND PROFILE - COLUMBARIA

CD102 FCA DEFICIENCIES DEMOLITION PLAN

C-104 HORIZONTAL CONTROL PLAN - PRE PLACED CRYPTS

ENLARGED SITE PLAN - FCA DEFICIENCIESC-405

ENLARGED GRADING & DRAINAGE PLAN - FCA DEFICIENCIESC-410

STANDARD DETAILSC-501

STANDARD DETAILSC-502

C-503

GRAVESITE DETAILS

C-504

GRAVESITE DETAILS

C-505

GRAVESITE DETAILS

C-506

SUBSURFACE DRAINAGE DETAILS - ASSEMBLY AREA

C-103 FCA DEFICIENCIES - GATES AND FENCING REPAIRS

CJ501 SIGNAGE DETAILS

C-105 GRAVESITE NUMBERING PLAN

A-210 COURT H ELEVATIONS

A-301 COLUMBARIUM SECTIONS & DETAILS

A-302 COLUMBARIUM SECTIONS

A-501 COMMITTAL SHELTERS & OBSERVATION WALL DETAILS

A-504 NICHE DETAILS

A-601 DOORS, ROOM FINISH SCHEDULES AND DETAILS

S-101 COLUMBARIUM C FOUNDATION PLAN

S-102 COLUMBARIUM E FOUNDATION PLAN

S-103 COLUMBARIUM H FOUNDATION PLAN

E-001 ELECTRICAL SYMBOLS & NOTES

ED101 ADMINISTRATION BLDG DEMOLITION PLAN

ED102 MAINTENANCE BLDG DEMOLITION PLAN

ED103 PUBLIC INFORMATION BLDG (PIC) DEMOLITION PLAN

EP101 ADMINISTRATION BLDG ELECTRICAL INSTALLATION PLAN

EP601 IRRIGATION CONTROLLER ELECTRICAL INSTALLATION PLAN

E-101 ADMINISTRATION BLDG FIRE ALARM INSTALLATION PLAN

E-002 FIRE ALARM, SECURITY AND LIGHTING SYMBOLS & NOTES

E-102

E-103

MAINTENANCE BLDG FIRE ALARM INSTALLATION PLAN

PUBLIC INFORMATION BLDG (PIC) FIRE ALARM INSTALLATION PLAN

E-501 MOUNTING HEIGHT AND IT ROOM DOOR FRAME

T-001 INFORMATION TECHNOLOGY (IT) SYMBOLS & NOTES

TD101 IT DEMOLITION

T-101 TELECOMMUNICATION SINGLE LINE DIAGRAM

CJ502 SIGNAGE DETAILS

EP102 ADMINISTRATION BLDG POWER PLAN

EP602 PANEL SCHEDULE

METAL SIDING REPAIR PLANAD101

ADMINISTRATION BUILDING - TELECOM ROOM REFLECTED CEILING PLANSA-103

CJ101 SIGNAGE PLAN

CJ503 SIGNAGE DETAILS

A-502 COLUMBARIUM DETAILS

A-503 NICHE UNITS DETAILS

A-602 WINDOWS SCHEDULE AND DETAILS

EL101 ADMINISTRATION BLDG TR LIGHTING PLAN

TR DETAIL 1

T-505

106 T-501 T-502 T-503 T-504

SHEET INDEX CONTINUED

SHEET NO. DRAWING NO. SHEET TITLE

M-001 MECHANICAL SYMBOLS & ABBREVIATIONS

M-101 ADMIN-TELECOM DEMO/NEW WORK HVAC/PLUMBING PLAN

M-601 MECHANICAL SCHEDULES AND DETAILS

EP103 ELECTRICAL SITE PLAN

TR DETAIL 2

TR DETAIL 3

TR DETAIL 4

TR DETAIL 5

BID OPTIONSG-002

111 T-506 TR DETAIL 6

112 T-507 TR DETAIL 7

113 T-601 TECHNOLOGY SCHEDULES

INFORMATION TECHNOLOGY PLAN105 T-102

C-507 COLUMBARIA BENCH DETAILS

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FLETCHER

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ELGIN

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US 277

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SH 17 & 11

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US 277

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APACHE

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CYRIL

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SH 19

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JAKE DUNN RD.

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SH 58

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SH 19

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H.E. BAILEY TURNPIKE (I-44)

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H.E. BAILEY TURNPIKE (I-44)

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70 MILES TO OKLAHOMA CITY

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SH 65

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LAWTON

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WILDLIFE

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FORT SILL MILITARY RESERVATION

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US 277

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US 62 & 281

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SH 7

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US 62

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CACHE

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SH 115

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SH 49

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LAKE TONKAWA

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MEDICINE PARK

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STERLING

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REFUGE

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WICHITA

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FORT SILL

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NATIONAL

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CEMETERY

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LAKE ELLSWORTH

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H.E. BAILEY TURNPIKE (I-44)

AutoCAD SHX Text 07/01/2026

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ELGIN

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FORT SILL NATIONAL CEMETERY

EXISTING PONDCOLUMBARIA 'A' THROUGH 'D'

PPC AREA

COLUMBARIA 'E' & 'H'

PAVING & CONCRETE

ASSEMBLY AREA

COMMITTAL SHELTER 'B'

COMMITTAL SHELTER 'A'

CEMETERY ENTRANCE

ADMIN AND MTNC. BUILDINGS

PIC BUILDING

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 30 60

1 INCH = 30 FEET

G-002

BID OPTIONS

EXISTING COLUMBARIA

'A', 'B', & 'D'

PROPOSED COLUMBARIUM 'C'

PROPOSED PPC SECTIONS

FUTURE COLUMBARIUM 'F'

FUTURE COLUMBARIUM 'G'

PROPOSED COLUMBARIUM 'E'

PROPOSED COLUMBARIUM 'H'

PROPOSED

CONCRETE AND

ASPHALT PAVING

0 100 200

1 INCH = 100 FEET

COLUMBARIUM 'A'

COLUMBARIUM 'C' WORK

BID OPTION 1

COLUMBARIUM 'B'

COLUMBARIUM 'C'

COLUMBARIUM 'D'

BENCH TO BE BID AS PART

OF COLUMBARIUM 'C' WORK

BID OPTION 1

COLUMBARIUM 'A' CONCRETE

BASE BID

COLUMBARIUM 'B' CONCRETE

BASE BID

BENCH TO BE BID AS PART

OF COLUMBARIUM 'C' WORK

BID OPTION 1

FWS REPAIRS

BASE BID

FWS REPAIRS

BASE BID

FWS REPAIRS

BASE BID

FWS REPAIRS

BASE BID

FWS REPAIRS

BASE BID

BASE BID WORK

BASE BID WORK

COMBINED BASE BID AND BID OPTION 1 WORK.

SEE ENLARGED VIEW AND NOTES THIS SHEET.

BASE BID WORK

BASE BID WORK

BASE BID WORK

BASE BID WORK

BASE BID WORK

BASE BID WORK

BASE BID WORK

BID OPTION NOTES:

1. ALL WORK ASSOCIATED WITH OR IDENTIFIED AS PART OF COLUMBARIUM 'C' SHALL BE BID AS BID

OPTION 1. THIS INCLUDES ANY SIGNAGE, DRAINAGE, AND LANDSCAPING/IRRIGATION

IMPROVEMENTS NOT IDENTIFIED ABOVE.

1.1. DRAINAGE STRUCTURES, PIPING, FLARED END SECTION, RIP-RAP, AND ANY ASSOCIATED

APPURTENANCES IDENTIFIED AS DRAINAGE RUN-3 ON CIVIL SHEETS C-203 AND C-407 SHALL

BE BID AS PART OF COLUMBARIUM 'C' WORK. THIS INCLUDES THE DRAINAGE TIE-IN TO

EXISTING COLUMBARIUM 'B'.

1.2. WORK ON IRRIGATION SHEET LI402 TO BE BID AS PART OF COLUMBARIUM 'C' WORK

INCLUDES KEYED NOTE 1 SUB MAIN, KEYED NOTE 4 NEW FLOWER WATER STATIONS, AND

ALL ASSOCIATED IRRIGATION WORK TIED TO COLUMBARIUM 'C' AS WELL AS ALL IRRIGATION

WITHIN THE SHARED COLUMBARIA YARD. THIS ALSO INCLUDES ANY NEW IRRIGATION WORK

ON THE OUTSIDE PERIMETER OF COLUMBARIUM 'C' AND RELOCATION OF POND

CONTROLLER BOX KEYED NOTE 12.

1.3. ANY SIGNAGE RELATED TO COLUMBARIA 'C' SHALL BE BID AS PART OF COLUMBARIUM 'C' WORK. THIS INCLUDES SHARED SIGNS AS IDENTIFIED BY CIVIL SHEET CJ101 KEYED NOTES 10

AND 13 AND DETAIL C9 ON SHEET CJ501.

2. FLOWER WATER STATION (FWS) REPLACEMENT AND OR REPAIRS SHALL BE INCLUDED AS PART OF THE BASE BID. REFERENCE IRRIGATION SHEET LI402 KEYED NOTES 5, 6, AND 7 FOR DETAILED

INFORMATION.

3. CONCRETE REPAIRS SHALL BE INCLUDED AS PART OF THE BASE BID. REFERENCE CIVIL SHEET

C-405 FOR DETAILED INFORMATION.

4. ANY WORK NOT IDENTIFIED AS PART OF COLUMBARIUM 'C' WORK SHALL BE PART OF THE BASE

BID.

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BFP

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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.

AutoCAD SHX Text 07/01/2026

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SCALE 1" = 30'

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ENLARGED COLUMBARIA 'A' THROUGH 'D'

AutoCAD SHX Text D8

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SCALE 1" = 100'

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OVERALL SITE PLAN

F3

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

COLUMBARIUM CONSTRUCTION STAGING

AREA, MODIFY EXISTING STAGING AREA

PROJECT SIGN, SEE DETAIL

D7 THIS SHEET AND

SPECIFICATION 01 00 02

SAFETY SIGN, SEE DETAIL

F7 THIS SHEET AND

SPECIFICATION 01 00 02

2 PANELS OF FENCING TO BE REMOVED AS

WELL AS 1 UPRIGHT AND STORED ON SITE.

INSTALL TEMPORARY CONSTRUCTION

GATE. REINSTALL PANELS AND UPRIGHT

AFTER CONSTRUCTION IS FINALIZED

CONSTRUCT TEMPORARY ROAD FOR

CONSTRUCTION. REMOVE AFTER

CONSTRUCTION IS COMPLETE

EXISTING GRAVEL ROAD

INGRESS & EGRESS

PPC HAUL ROUTE

PPC CONSTRUCTION

STAGING, USE EXISTING

STAGING AREA

PPC HAUL ROUTE

FROM H.E. BAILEY TURNPIKE (I-44)

ACCESS FROM JAKE DUNN RD &

HWY 277 - SEE G-001

EXISTING COLUMBARIA

'A','B', & 'D'

NEW COLUMBARIUM 'C'

EXISTING COMMITTAL

SHELTER 'A'

EXISTING ADMINISTRATION

& MAINTENANCE BUILDINGS

CONSTRUCT TEMPORARY ROAD FOR

CONSTRUCTION. REMOVE AFTER

CONSTRUCTION IS COMPLETE

GATE

GATE

ACCESS ROUTE

GRAVEL ROAD NOTES:

RESTORE ALL EXISTING GRAVEL CONSTRUCTION ACCESS ROADS

BACK TO PRE-CONSTRUCTION CONDITION, BY REMOVING ANY

TRACKED SOIL/MUD AND INSTALLING ADDITIONAL STONE

OVERLAY AS NEEDED.

*EXCEPTION BEING WHERE NOTED ON THIS PLAN FOR ROAD TO

BE LEFT IN PLACE AFTER CONSTRUCTION. ROAD TO BE LEFT IN

PLACE SHALL ALSO BE MAINTAINED AND FREE FROM TRACKED

SOILS OR MUD, AND ALSO RECEIVE STONE OVERLAY AS NEEDED.

G-101

CONSTRUCTION ACCESS, FENCING

AND STAGING PLAN

NEW COLUMBARIUM 'H'

NEW COLUMBARIUM 'E'

FUTURE COLUMBARIA

NEW ROAD EXTENSION

CONSTRUCT ROAD TO REMAIN IN

PLACE AFTER CONSTRUCTION FOR

FUTURE PHASE PROJECT USE

GATE

GATE

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK

ENAMEL

2" X 4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER

FRAME AND SECURE

WITH FLAT HEAD

DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE

5" HIGH

METAL FACE

WHITE ENAMEL

LETTERING TO BE

HELVETICA STYLE

3" HIGH TO BE

CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE

1-1/2" HIGH TO BE

CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER

MEMBER

PAINTED BLACK

BACKGROUND TO

BE PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE

1" HIGH TO BE

CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE

1-1/2" HIGH TO BE

CENTERED

HORIZONTALLY

SURROUNDING

BORDER TO BE BLUE

CENTER TO BE

WHITE

8'-8"

6'-6"

6"

1-1/2"

3"

5"

2"

5"

5"

3" 2"

1-1/2"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL

TO BE FLAT SEAM -

SEAMS TO BE

HORIZONTAL AND

OCCUR BETWEEN

LINES OF

LETTERING.

SECTION ON CENTER

4'-0"

BRACING

3'-0"

BLUE

BLUE OUTLINE

WITH WHITE

INTERIOR

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF 2"

HEIGHT REMOVABLE

NUMERALS PAINTED ON

1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS 5/8" X 5/8"

WITH 1/8" SLOT FOR

ACCEPTING LETTERS

BRACING

4" X 4" POST IF

SIGN IS INSTALLED

ON GRADEFIN. GRADE

3'-0"

LEGEND AND SYMBOLS

TEMPORARY CONSTRUCTION ROAD

*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

CONSTRUCTION STAGING AREA

PROJECT AND SAFETY SIGNAGE

CONSTRUCT ROAD TO REMAIN IN PLACE

ACCESS / HAUL ROUTE

EXISITNG COMMITTAL

SHELTER 'B'

EXISTING SERVICE

FLAGS AREA

EXISTING (PIC) BUILDING

GATE

SPOILS STORAGE AREA. TO BE RESTORED TO

PREVIOUS CONDITION AFTER COMPLETION OF

CONSTRUCTION. CONTRACTOR TO MODIFY SIZE

AS NEEDED. SEE LANDSCAPE PLANS FOR

SEEDING AND OR REVEGETATION GUIDELINES.

CONTRACTOR TO ENCLOSE AREA WITH DOUBLE

ROW OF SILT FENCE. SEE SHEET CG101.

CONSTRUCTION FENCE

CONSTRUCT TEMPORARY ACCESS ROAD FOR

CONSTRUCTION. AREA SHALL BE RESTORED TO

PREVIOUS CONDITION AFTER CONSTRUCTION.

SEE LANDSCAPE PLANS FOR SEEDING AND OR

REVEGETATION GUIDELINES.

EXISTING ACCESS ROAD TO BE RESTORED TO

PREVIOUS CONDITION AFTER CONSTRUCTION

WITH REDEFINED EDGE OF ROADWAY, SEE

SHEET C-401. THE TEMPORARY ACCESS ROAD

SHALL NOT BE REMOVED UNTIL THE COR

APPROVES THIS ROAD FOR CEMETERY USE.

REMOVE EXISTING ROLL CURB TO ACCOMMODATE

TEMPORARY ROAD ACCESS. REPLACE CURBING

AFTER ROAD HAS BEEN RESTORED TO PREVIOUS

CONDITION.

NEW PPC AREA

NEW PPC AREA R75.00'

8.00'

SIGN NOTES:

FOR PROJECT CONSTRUCTION AND SAFETY SIGNS SEE

SPECIFICATION 01 00 02.

HAUL ROUTE NOTES:

CONTRACTOR SHALL PROVIDE DETAILED VIDEO, PHOTOS, AND A

PRE-CONSTRUCTION CONDITION ASSESSMENT REPORT OF THE

PROPOSED HAUL ROUTE TO THE COR PRIOR TO BEGINNING ANY

WORK. CONTRACTOR SHALL BE LIABLE FOR ANY ROAD REPAIRS

REQUIRED AS A RESULT OF VEHICULAR CONSTRUCTION TRAFFIC.

SET SIGN LEVEL

SET SIGN LEVEL

1-1/2"

1-1/2"

1-1/2"

1-1/2"

4'-0"

3'-0"

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

2'-0"

1'-0"

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JAKE DUNN ROAD

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SAFETY SIGN

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PROJECT SIGN

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CONTRACTOR'S NAME

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THE LIFE YOU SAVE MAY BE YOUR OWN

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WITHOUT A LOST TIME ACCIDENT

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DAYS

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HAS WORKED

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THIS PROJECT

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DEPARTMENT OF

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VETERANS AFFAIRS

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FORT SILL NATIONAL CEMETERY

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GRAVESITE EXPANSION

AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.

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GENERAL CONTRACTOR: : NAME: LOCATION:

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ARCHITECT/ENGINEER: : VCI COVINGTON, LA

AND CEMETERY FCA IMPROVEMENTS

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 CG101

INITIAL EROSION AND

SEDIMENTATION CONTROL PLAN

0 40 80

1 INCH = 40 FEET

LEGEND AND SYMBOLS

EROSION CONTROL NOTES:

1. TEMPORARY EROSION CONTROL DEVICES SHOWN ON

THE GRADING PLAN WHICH INTERFERE WITH THE

WORK SHALL BE RELOCATED OR MODIFIED WITH

APPROVAL FROM THE COR AS THE WORK

PROGRESSES TO MEET "AS GRADED" CONDITIONS.

2. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED

FROM THE STREET AREAS AT END OF EACH WORK

DAY AND PERIODICALLY AT THE DIRECTION OF THE

COR.

DUST CONTROL NOTES:

1. DUST SHALL BE CONTROLLED BY WATERING AND/OR

APPLYING A DUST PALLIATIVE.

2. WATER FOR DUST CONTROL SHALL BE APPLIED BY

MEANS OF PRESSURE TYPE DISTRIBUTORS OR PIPE

LINES EQUIPPED WITH A SPRAY SYSTEM OR HOSES

WITH NOZZLES THAT WILL ENSURE A UNIFORM

APPLICATION OF WATER.

3. UNLESS WATER IS APPLIED BY MEANS OF PIPE LINES,

AT LEAST ONE MOBILE UNIT WITH A MINIMUM

CAPACITY OF 100 GALLONS SHALL BE AVAILABLE FOR

APPLYING WATER.

4. ALL SOIL MATERIALS OR DEBRIS TRUCKED FROM THE

SITE SHALL BE COVERED AND MOISTENED PRIOR TO

ENTERING PUBLIC STREETS.

SILT FENCING

INLET PROTECTION

CONCRETE WASHOUT AREA

GENERAL NOTE:

1. SILT FENCE SHALL BE USED IN

APPLICATIONS WHERE THE

SURROUNDING FINISHED GRADE

IS SOIL.

2. GRAVEL BAGS SHALL BE USED IN

APPLICATIONS WHERE THE

SURROUNDING FINISHED GRADE

IS IMPERVIOUS.

CURB INLET PROTECTION

CONSTRUCTION ENTRANCE

8oz NON WOVEN

HARD SURFACE

COARSE AGGREGATE

N.S.A. R-2 (1.5" - 3.5")

CONSTRUCTION EXIT

GEOTEXTILE UNDERLINER

6" MIN.

20' MIN.

40' MIN.

5' RADIUS

GENERAL NOTES:

1. CONTRACTOR MAY REQUEST IN WRITING TO THE

COR ALTERNATIVES TO CONSTRUCTION ENTRANCES

SHOWN ON PLANS.

2. ALL CONSTRUCTION ENTRANCES SHALL BE

INSTALLED PER DETAIL B1 THIS SHEET.

KEYED NOTES

1. INLET PROTECTION, SEE DETAIL F7 THIS SHEET.

2. CURB INLET PROTECTION, SEE DETAIL E7 THIS SHEET.

3. SILT FENCE OR FIBER ROLLS, SEE DETAIL B3 AND C4

THIS SHEET.

4. CONCRETE WASHOUT AREA, SEE DETAIL B2/CG102.

5. STABILIZED STONE CONSTRUCTION ENTRANCE, SEE

DETAIL B1 THIS SHEET.

6. STABILIZE DISTURBED AREAS WITH MULCHING OR

TEMPORARY SEEDING IF LEFT UNDISTURBED FOR 14

CONSECUTIVE DAYS.

7. ROAD TO REMAIN AFTER PROJECT COMPLETION.

8. ROAD TO BE REMOVED AFTER PROJECT COMPLETION

9. SILT FENCE. FIBER ROLL USE PROHIBITED IN THIS AREA.

SEE DETAIL B3 THIS SHEET.

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

INSET B

INSET A

LIMITS OF DISTURBANCE

PROVIDE DOUBLE ROW OF

SILT FENCING WITH 4' TO 6'

SEPARATION BETWEEN ROWS.

PROVIDE DOUBLE ROW OF

SILT FENCING WITH 4' TO 6'

SEPARATION BETWEEN ROWS.

SPOILS PILE AND GRAVEL ACCESS SHOWN OUTSIDE

LOD ARE FOR REFERENCE ONLY. ACTUAL LOCATIONS

TO BE RESTORED TO PREVIOUS CONDITION PER

SEEDING AND REVEGETATION REQUIREMENTS

OUTLINED IN THE LANDSCAPE PLANS.

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2"MIN. SILT FENCE FABRIC LENGTH

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FLOW

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COMPACTED SOIL

EXISTING POND

65 12

70 12

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 CG102

FINAL EROSION AND

SEDIMENTATION CONTROL

LIMITS OF DISTURBANCE

LEGEND AND SYMBOLS

EROSION CONTROL NOTES:

1. TEMPORARY EROSION CONTROL DEVICES SHOWN ON

THE GRADING PLAN WHICH INTERFERE WITH THE

WORK SHALL BE RELOCATED OR MODIFIED WITH

APPROVAL FROM THE COR AS THE WORK

PROGRESSES TO MEET "AS GRADED" CONDITIONS.

2. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED

FROM THE STREET AREAS UPON STARTING

OPERATIONS AND PERIODICALLY THEREAFTER AS

DIRECTED BY THE COR.

DUST CONTROL NOTES:

1. DUST SHALL BE CONTROLLED BY WATERING AND/OR

APPLYING A DUST PALLIATIVE.

2. WATER FOR DUST CONTROL SHALL BE APPLIED BY

MEANS OF PRESSURE TYPE DISTRIBUTORS OR PIPE

LINES EQUIPPED WITH A SPRAY SYSTEM OR HOSES

WITH NOZZLES THAT WILL ENSURE A UNIFORM

APPLICATION OF WATER.

3. UNLESS WATER IS APPLIED BY MEANS OF PIPE LINES,

AT LEAST ONE MOBILE UNIT WITH A MINIMUM

CAPACITY OF 100 GALLONS SHALL BE AVAILABLE FOR

APPLYING WATER.

4. ALL SOIL MATERIALS OR DEBRIS TRUCKED FROM THE

SITE SHALL BE COVERED AND MOISTENED PRIOR TO

ENTERING PUBLIC STREETS.

SILT FENCING

INLET PROTECTION

CONCRETE WASHOUT AREA

CURB INLET PROTECTION

GRAVEL BAG BARRIER

CONSTRUCTION ENTRANCE

GENERAL NOTES:

1. CONTRACTOR MAY REQUEST IN WRITING TO THE

COR ALTERNATIVES TO CONSTRUCTION ENTRANCES

SHOWN ON PLANS.

2. ALL CONSTRUCTION ENTRANCES SHALL BE

INSTALLED PER DETAIL B1/CG101.

3. IN LOCATIONS THE LIMITS OF DISTURBANCE IS NOT

SHOWN, THE SILT FENCE IS THE LIMITS OF

DISTURBANCE.

PROPOSED MINOR CONTOUR

PROPOSE MAJOR CONTOUR

KEYED NOTES

1. INLET PROTECTION, SEE DETAIL F7/CG101.

2. CURB INLET PROTECTION, SEE DETAIL E7/CG101.

3. SILT FENCE OR FIBER ROLLS, SEE DETAIL B3 AND C4/CG101.

4. CONCRETE WASHOUT AREA, SEE DETAIL B2 THIS SHEET.

5. STABILIZED STONE CONSTRUCTION ENTRANCE, SEE DETAIL

B1/CG101.

6. DISTURBED AREAS TO BE STABILIZED WITH PERMANENT

GRASSING, REFERENCE LANDSCAPE PLANS.

7. ROAD TO REMAIN AFTER PROJECT COMPLETION.

8. GRAVEL BAG BARRIER, TWO ROWS HIGH, SEE DETAIL E6

THIS SHEET.

9. ROAD TO BE REMOVED AFTER PROJECT COMPLETION.

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND7

0 40 80

1 INCH = 40 FEET

VARIES

SEE PLANS

18"

MIN.

STAGGERED

GRAVEL BAG NOTES:

1. BAG MATERIAL: BAGS SHOULD BE WOVEN POLYPROPYLENE, POLYETHYLENE OR

POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT OF 4 OUNCES/YD², MULLEN BURST

STRENGTH EXCEEDING 300 LB/IN² IN CONFORMANCE WITH THE REQUIREMENTS

IN ASTM DESIGNATION D3786, AND ULTRAVIOLET STABILITY EXCEEDING 70% IN

CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D4355.

2. BAG SIZE: EACH GRAVEL-FILLED BAG SHOULD HAVE A LENGTH OF 18 IN., WIDTH

OF 12 IN., THICKNESS OF 3 IN., AND MASS OF APPROXIMATELY 33 LBS. BAG

DIMENSIONS ARE NOMINAL, AND MAY VARY BASED ON LOCALLY AVAILABLE

MATERIALS.

3. FILL MATERIAL: FILL MATERIAL SHALL BE 0.5 TO 1.0 INCH CRUSHED ROCK, CLEAN

AND FREE OF CLAY, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIAL, OR

OTHER SUITABLE OPEN-GRADED, NON-COHESIVE, POROUS GRAVEL.

4. TURN THE ENDS OF GRAVEL BAG BARRIER UP SLOPE TO PREVENT RUNOFF

FROM GOING AROUND BARRIER.

5. USE PYRAMID APPROACH WHEN STACKING BAGS.

INSET B

INSET A

CONCRETE

WASHOUT

CONCRETE WASHOUT SIGN DETAIL

PLAN

TYPE "ABOVE GRADE"

WITH STRAW BALES

SECTION B-B

NOTES:

1. ACTUAL LAYOUT DETERMINED IN

FIELD.

2. INSTALL CONCRETE WASHOUT SIGN

(24"X24", MINIMUM) WITHIN 30' OF THE

TEMPORARY CONCRETE WASHOUT

FACILITY.

3. TEMPORARY WASHOUT AREA MUST

BE AT LEAST 50' FROM A STORM

DRAIN, CREEK BANK OR PERIMETER

CONTROL.

4. CLEAN OUT CONCRETE WASHOUT

AREA WHEN 50% FULL.

5. THE KEY TO FUNCTIONAL CONCRETE

WASHOUTS IS WEEKLY INSPECTIONS,

ROUTINE MAINTENANCE AND

REGULAR CLEAN OUT.

6. SILT FENCE SHALL BE INSTALLED

AROUND PERIMETER OF CONCRETE

WASHOUT AREA EXCEPT FOR THE

SIDE UTILIZED FOR ACCESSING THE

WASHOUT.

7. A ROCK CONSTRUCTION ENTRANCE

MAY BE NECESSARY ALONG ONE

SIDE OF THE WASHOUT TO PROVIDE

VEHICLE ACCESS.

PROVIDE DOUBLE ROW OF

SILT FENCING WITH 4' TO 6'

SEPARATION BETWEEN ROWS.

PROVIDE DOUBLE ROW OF

SILT FENCING WITH 4' TO 6'

SEPARATION BETWEEN ROWS.

PROVIDE DOUBLE ROW OF

SILT FENCING WITH 4' TO 6'

SEPARATION BETWEEN ROWS.

SPOILS PILE AND GRAVEL ACCESS SHOWN OUTSIDE

LOD ARE FOR REFERENCE ONLY. ACTUAL LOCATIONS

TO BE RESTORED TO PREVIOUS CONDITION PER

SEEDING AND REVEGETATION REQUIREMENTS

OUTLINED IN THE LANDSCAPE PLANS.

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