S02_Attachment 4_842CM3027_FYNC_Drawings.pdf

PDF 19 MB Posted Feb 4, 2026

Attached to: Y1PZ--Fayetteville National Cemetery, Columbaria and In-ground Cremains Burial Expansion (VA-25-00092710)
Solicitation number: 36C78626B0001
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Feb 4, 2026

This document is a set of bid documents and construction drawings for the Fayetteville National Cemetery Columbarium and In-Ground Cremains Burial Expansion project in Fayetteville, Arkansas. The project is being conducted by the U.S. Department of Veterans Affairs, Office of Design and Construction Service, with Integrity Federal Services and The LA Group serving as the joint venture architect/engineer of record.

The contract includes multiple bid options structured as Contract Line Items (CLINs). CLIN 2-BID OPTION 1 encompasses facility condition assessment corrections including demolition and replacement of paving at the entry drive and along South Lt. Col. Leroy Pond Avenue; expansion of the maintenance building parking lot; correction of two existing drainage problems; replacement of gutters and downspouts; renovation and upgrades to the maintenance superintendent office; interior preparation and repainting of the service building; installation of new vinyl resinous flooring in maintenance areas; replacement of signage throughout the cemetery; demolition and replacement of the hazardous waste storage building and fire alarm systems; replacement of HVAC units, water heater, and emergency eyewash/shower combination units; replacement of fuel and gas storage tanks; and various electrical and lighting upgrades. CLIN 3-BID OPTION 2 includes roofing replacement to five buildings. The project involves four work areas with construction limits defined by specific site development plans and includes detailed erosion and sediment control measures, temporary construction fencing, construction sequencing plans, and traffic management procedures. The site layout plans show columbarium expansion with 560 niches total and 840 in-ground cremation burial sites within 4-foot by 4-foot plots in Section 27B, with associated concrete paving, brick pavers, stone mulch landscaping, and related site improvements throughout the cemetery grounds.

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Other files

File	Type	Posted
S06_Attachment_312316RockRemoval.pdf	PDF	Mar 12, 2026
S06_36C78626B0001 0002.pdf	PDF	Mar 12, 2026
S02_Attachment 36C78626B0001_842CM3027_Sign In Sheet.pdf	PDF	Mar 3, 2026
S06_36C78626B0001 0001.pdf	PDF	Mar 2, 2026
S02_Attachment 7_842CM3027_FYNC_Drawings.pdf	PDF	Feb 4, 2026
S02_Attachment 6_842CM3027_FYNC_Drawings.pdf	PDF	Feb 4, 2026
S02_Attachment 5_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Feb 4, 2026
36C78626B0001.docx	DOCX document	Feb 4, 2026
S02_Attachment 4_WD_AR20260058.pdf	PDF	Feb 4, 2026
S02_Attachment 1_SOW Final_Fayetteville_842CM3027.pdf	PDF	Feb 4, 2026
S02_Attachment 9_SPECS_Fayetteville_842CM3027.pdf	PDF	Feb 4, 2026
S02_Attachment 8_842CM3027_FYNC_Drawings.pdf	PDF	Feb 4, 2026
S02_Attachment 5_842CM3027_FYNC_Drawings.pdf	PDF	Feb 4, 2026
S02_Attachment 3_842CM3027_FYNC_Drawings.pdf	PDF	Feb 4, 2026
S02_Attachment 2_842CM3027_FYNC_Drawings.pdf	PDF	Feb 4, 2026

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CONSTRUCTION LIMIT LINE, REFERS

TO CONSTRUCTION LIMITS FINAL

DELINEATION NOTE, THIS SHEET, TYP.

U.S. FLAG POLE

CARILLON; SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

POW/MIA FLAG POLE

NATIONAL STREET

O L.

O Y

11TH STREET

SECTION 23

SECTION 20

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 31

SECTION 32

SECTION 33

SECTION 28

SECTION 29

SECTION 30

SECTION 30A

SECTION 21

SECTION 22

SECTION 19

SECTION 8

SECTION 6

SECTION 4

SECTION 2SECTION 12

SECTION 10

HILL AVE

11TH STREET

PRO

PERTY LINE

MAINTENANCE

COMPLEX

AREA 4

AREA 3

AREA 1

AREA 2

SECTION 27

AREA 2

SHEET CD102; DEMOLITION

SHEET CS102; SITE LAYOUT

SHEET CG102; GRADING & DRAINAGE

SHEET CI112; EXTERIOR SIGN & SITE FURNISHING

SHEET LP102; LANDSCAPE

AREA 1

SHEET CD101; DEMOLITION

SHEET CS101; SITE LAYOUT

SHEET CG101; GRADING & DRAINAGE

SHEET CI111; EXTERIOR SIGN & SITE FURNISHING

SHEET LP101; LANDSCAPE

AREA 4

SHEET CD103; DEMOLITION

SHEET CS103; SITE LAYOUT

SHEET CG103; GRADING & DRAINAGE

SHEET CI113; EXTERIOR SIGN & SITE FURNISHING

SHEET LP103; LANDSCAPE

MAIN CEMETERY ENTRANCE

MAINTENANCE ENTRANCE

MATERIAL STORAGE BUILDING (BLDG.

NO. 3002); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

SERVICE BUILDING (BLDG. NO. 3001); SEE

ARCHITECTURAL DRAWINGS FOR IMPROVEMENTS

EQUIPMENT STORAGE BUILDING (BLDG.

NO. 3003); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

COMMITTAL SERVICE SHELTER (BLDG.

NO. 4801); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

HAZMAT STORAGE ENCLOSURE (BLDG.

NO. SS-002); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

CLIN 2- BID OPT 1

ADMINISTRATION / PIC / RESTROOM BUILDING

(BLDG. NO. 101); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

AREA 3

SHEET CD103; SITE PREPARATION

SHEET CS103; SITE LAYOUT

SHEET CG103; GRADING & DRAINAGE

SHEET CI113; EXTERIOR SIGN & SITE FURNISHING

SHEET LP103; LANDSCAPE

COLUMBARIUM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.G

1.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH JTM

GC102

SITE DEVELOPMENT PLAN

CLIN 2- BID OPT 1 & CLIN 3-BID OPT 2

10 20 30 40 5050 0

Scale: 1" = 50'

CLIN 2-

BID OPT 1:

CLIN 2- BID OPTION 1: WORK INCLUDES THE CORRECTION OF FACILITY CONDITION

ASSESSMENT (FCA)ITEMS:

1. DEMOLITION AND REPLACEMENT OF PAVING AT ENTRY DRIVE ON NATIONAL STREET.

2. DEMOLITION AND REPLACEMENT OF HEAVED BRICK PAVING ALONG SOUTH LT. COL. LEROY

POND AVENUE AT TREE WELL LOCATIONS.

3. DEMOLITION AND REPLACEMENT OF HEAVED SIDEWALK OUTSIDE THE FENCE LINE ALONG

NATIONAL STREET TO THE INTERSECTION WITH DUNN AVENUE.

4. EXPAND THE MAINTENANCE BUILDING PARKING LOT.

5. CORRECT TWO EXISTING DRAINAGE PROBLEMS: (1) NORTH SIDE OF CEMETERY FROM MIDDLE OF BURIAL SECTION 25D EXTENDING TO SECTION 26D. (2) NORTHWEST CORNER OF SECTION 25

(ACROSS FROM COMMITTAL SHELTER).

7. GUTTER/DOWNSPOUT REPLACEMENT AT ADMINISTRATION BUILDING AND COVERED

STORAGE BUILDING IN THE MAINTENANCE AREA, MAINTENANCE BUILDING, COMMITTAL

SHELTER AND SERVICE BUILDING.

8. RENOVATION, RECONFIGURATION, AND UPGRADES TO MAINTENANCE SUPERINTENDENT

OFFICE INCLUDING UPGRADES TO OIT ROOM AND UPDATING OF EXISTING OIT EQUIPMENT.

9. PREPARE AND REPAINT THE INTERIOR OF SERVICE BUILDING.

10. DEMOLITION OF TILE FLOORING AND TILE WALL BASE IN MAINTENANCE BUILDING

RESTROOM AND LOCKER ROOM AND INSTALLATION OF NEW VINYL SHIP BROADCAST RESINOUS

FLOORING AND WELL BASE.

11. ADD US SPACE FORCE SEAL PLAQUE TO EXISTING SERVICE PLAQUES AT COMMITTAL

SERVICE SHELTER.

12. REMOVE AND REPLACE DETERIORATING CONTROL JOINT AT EXISTING PEDESTRIAN ENTRY

GATE NORTH OF THE ADMINISTRATION BUILDING WHERE EXISTING MASONRY WALL MEETS

EXISTING STONE COLUMN.

13. REPAIR/RECONFIGURE/RESTORE EXISTING METAL GATE AT ENTRANCE TO

PIC/ADMINISTRATION BUILDING.

14. REPLACE TRAFFIC, DIRECTIONAL, REGULATORY, INFORMATIONAL AND ID SIGNAGE

THROUGHOUT THE CEMETERY.

15. DEMOLISH AND REPLACE EXISTING HAZARDOUS WASTE STORAGE BUILDING.

16. DEMOLISH AND REPLACE EXISTING GARDTRONICS FIRE ALARM SYSTEM WITH NEW UPDATED

SYSTEM.

17. DEMOLISH AND REPLACE EXISTING DMP FIRE ALARM SYSTEM WITH NEW UPDATED SYSTEM.

18. DEMOLISH AND REPLACE THE EXISTING EYEWASH STATION IN MAINTENANCE BUILDING.

19. REPLACE HVAC UNITS OF MAINTENANCE BUILDING

20. REPLACE UNIT HEATERS OF MAINTENANCE BUILDING

21. REPLACE EXISTING WATER HEATER IN MAINTENANCE BUILDING

22. REPLACE EXISTING EMERGENCY EYEWASH/SHOWER COMBINATION UNIT AND PROVIDE

TEPID WATER SUPPLY.

23. REPLACE EXISTING DUAL COMPARTMENT FUEL/UNLEADED GAS STORAGE TANK.

24. PROVIDE HVAC UNIT FOR NEW TR ROOM.

25. REPLACE EXHAUST/VENTILATION IN MAINTENANCE GARAGE.

26. REPLACE FIRE ALARM SYSTEM IN ADMINISTRATION BUILDING

27. REPLACE FIRE ALARM SYSTEM IN MAINTENANCE BUILDING

28. REPLACE NETWORK CABINET IN ADMINISTRATION BUILDING

29. PROVIDE NEW CABLE TRAY OVER NEW NETWORK CABINET IN MAINTENANCE BUILDING

30. UPDATE LIGHTING FOR RECONFIGURED SPACES TO CREATE A TR FOR NEW NETWORK

CABINET IN MAINTENANCE BUILDING.

31. PROVIDE NEW POWER PANEL IN MAINTENANCE BUILDING.

32. PROVIDE POWER FOR MECHANICAL SCOPE.

33. RECONFIGURE LIGHTING CONTROLS FOR REVISED ROOM LAYOUTS.

BID OPT 1 LIMITS OF WORK

LEGEND

CONSTRUCTION LIMITS FINAL DELINEATION NOTE:

1. THE CONSTRUCTION LIMIT LINE(S) DEPICTED ON THE CONTRACT DRAWINGS ASSUMES

ACCEPTANCE OF BASE BID AND ALL BID OPTIONS. THE WINNING BIDDER SHALL BE ISSUED A FINAL

LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTE THAT ANY OPTION NOT SELECTED

SHALL ELIMINATE THAT OPTION'S DISTURBANCE AREA FROM THE CONSTRUCTION LIMITS; THE

AREAS NOT SELECTED SHALL NOT BE CONSIDERED A BASIS FOR CHANGE ORDERS.

STATEMENT OF BID ITEMS

BID DESCRIPTION

CONSTRUCTION LIMIT LINE

STATEMENT OF BID ITEMS

BID DESCRIPTION

CLIN 3-

BID OPT 2:

CLIN 3- BID OPTION 2: WORK INCLUDES THE CORRECTION OF FACILITY CONDITION

ASSESSMENT (FCA)ITEMS:

1. ROOFING REPLACEMENT TO ADMINISTRATION BUILDING, WOMEN'S RESTROOM, COVERED

STORAGE BUILDING IN MAINTENANCE AREA, MAINTENANCE BUILDING, COMMITTAL SHELTER.

BID OPT 1: TEMPORARY CEMETERY

MAINTENANCE TRAILER

MAIN CEMETERY ENTRANCE

MAINTENANCE ENTRANCE

MAINTENANCE ACCESS PATH AND GATE

U.S. FLAG POLE

CARILLON

POW/MIA FLAG POLE

MATERIAL STORAGE BUILDING (BLDG.

NO. 3002); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

SERVICE BUILDING (BLDG. NO. 3001); SEE

ARCHITECTURAL DRAWINGS FOR IMPROVEMENTS

EQUIPMENT STORAGE BUILDING (BLDG.

NO. 3003); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

ADMINISTRATION / PIC / RESTROOM BUILDING

(BLDG. NO. 101); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

COMMITTAL SERVICE SHELTER (BLDG.

NO. 4801); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

HAZMAT STORAGE ENCLOSURE (BLDG.

NO. SS-002); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

TEMPORARY CONSTRUCTION TRAILER

TEMPORARY CONSTRUCTION

SIGN: TEXT ONLY

SP-24.01

CI504

TEMPORARY CONSTRUCTION

SIGN: SAFETY

SP-24.04

CI504

TEMPORARY STOCKPILE AND

STAGING AREA

NATIONAL STREET

O L.

O Y

HILL AVE

11TH STREET

SECTION 23

SECTION 20

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 31

SECTION 32

SECTION 33

SECTION 28

SECTION 29

SECTION 30

SECTION 30A

SECTION 21

SECTION 22

SECTION 19

SECTION 8

SECTION 6

SECTION 4

SECTION 2SECTION 12

SECTION 10

11TH STREET

PRO

PERTY LINE

MAINTENANCE

COMPLEX

SECTION 27

CONSTRUCTION ACCESS

FOR BID OPTION 1 STORM

IMPROVEMENTS

HILL AVE

CONSTRUCTION ACCESS FOR

BID OPTION 1 SECTION 25

STORM IMPROVEMENTS

SP-24.01

SP-24.04

TEMPORARY

CONSTRUCTION SIGN:

TEXT ONLY

TEMPORARY

CONSTRUCTION SIGN:

SAFETY

No: 633135.64 Ea: 671109.72

No: 633101.39 Ea: 671109.20

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C -1

W G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH CPA

GC103

CONSTRUCTION SEQUENCING PLAN

10 20 30 40 5050 0

Scale: 1" = 50'

LEGEND

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE

CONTRACTOR SHALL:

1. CONTRACTOR TO RETAIN A PRIVATE UNDERGROUND LOCATOR

SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND

MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN

OR ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT,

WALK THE CONSTRUCTION AREAS WITH THE COR AND, IF REQUESTED

BY THE COR, ADJUST THE LOCATIONS OF THE NEW WORK AS

REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED

INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE

UNDERGROUND FACILITIES.

2. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL PAINT MARKINGS

UPON COMPLETION OF WORK.

3. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION

SYSTEM IN THE VICINITY OF THE CONSTRUCTION AREA. DAMAGED OR

NONFUNCTIONAL IRRIGATION SYSTEM EQUIPMENT NOT IDENTIFIED AS

BEING DAMAGED OR NON-FUNCTIONAL DURING THE

PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE

FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO

ADDED COST TO THE OWNER.

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR

THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL

IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE

WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.

5. THE CONTRACTOR MAY REQUEST USE OF EXISTING MAINTENANCE

AREA AND OPEN SPACES THROUGHOUT THE CEMETERY FOR

SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST BE

APPROVED BY THE RE/COR AND MUST BE DETERMINED TO BE OUT OF

THE WAY OF DAILY OPERATIONS.

6. TOPSOIL STRIPPED AND STOCKPILED ON THE SITE SHOULD BE USED

FOR FINE GRADING. BACKFILL CONTAINING CLAY SUBSOIL, ROCKS,

PAVEMENT, OR OTHER DEBRIS SHALL NOT BE PERMITTED.

7. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS

IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

8. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH THE

FAYETTEVILLE NATIONAL CEMETERY DIRECTOR AND THE COR.

1. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS

IDENTIFIED IN THE CONSTRUCTION DOCUMENTS UNLESS OTHERWISE

AUTHORIZED IN ADVANCE BY THE COR.

2. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL

DEBRIS SHALL BE REMOVED AS IT OCCURS.

3. CONTRACTOR SHALL MAINTAIN CEMETERY AND CITY ROADS USED

DURING CONSTRUCTION ACTIVITIES THROUGH REGULAR STREET

SWEEPING.

4. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT

TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE

SHELTERS. CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK

AND EQUIPMENT TRAFFIC DOES NOT INTERFERE WITH FUNERAL

SERVICES AT THE COMMITTAL SERVICE SHELTERS.

5. CONTRACTOR IS RESPONSIBLE FOR RESTORING EXISTING ROADS

USED DURING CONSTRUCTION THAT ARE DAMAGED DUE TO

CONSTRUCTION ACTIVITIES AT NO COST TO THE VA.

1. CONTRACTOR TO CONFIRM WITH COR & CEMETERY STAFF AT THE

BEGINNING OF THE PROJECT FOR STAGING/STORAGE/JOB TRAILER

SPACE.

2. TEMPORARY FACILITIES

2.1. INCLUDES PROVIDING ELECTRIC , TELECOMMUNICATIONS, &

SECURITY SERVICES FOR THE OPERATION OF ALL TEMPORARY

TRAILERS. CONTRACTOR SHALL COORDINATE WITH POWER

COMPANY AND OTHER ENTITIES AFFECTED BY THE WORK.

OVERHEAD ELECTRICAL/TELECOMMUNICATIONS SERVICE IS

ACCEPTABLE WITH THE FOLLOWING EXCEPTIONS/CONDITIONS:

OVERHEAD WIRES ALLOWED TO CROSS OVER CEMETERY ROADS,

PARKING AREAS, OR BURIAL SECTIONS; TEMPORARY METERS

AND POLES SHALL BE LOCATED IN DISCRETE AREAS AS

APPROVED BY THE COR.

GENERAL CONSTRUCTION REQUIREMENTS

MAINTENANCE OF TRAFFIC

CONSTRUCTION STAGING/STORAGE

SIGN NAMING CONVENTION

XXX - # . #

INSTANCES

SIGN SUB-TYPE /

DESIGNATION

SIGN TYPE

MAIN CEMETERY ENTRANCE

MAINTENANCE ENTRANCE

U.S. FLAG POLE

CARILLON

POW/MIA FLAG POLE

MATERIAL STORAGE BUILDING (BLDG.

NO. 3002); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

SERVICE BUILDING (BLDG. NO. 3001); SEE

ARCHITECTURAL DRAWINGS FOR IMPROVEMENTS

EQUIPMENT STORAGE BUILDING (BLDG.

NO. 3003); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

ADMINISTRATION / PIC / RESTROOM BUILDING

(BLDG. NO. 101); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

COMMITTAL SERVICE SHELTER (BLDG.

NO. 4801); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

HAZMAT STORAGE ENCLOSURE (BLDG.

NO. SS-002); SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

CONSTRUCTION FENCING

NATIONAL STREET

O L.

O Y

HILL AVE

11TH STREET

SECTION 23

SECTION 20

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 31

SECTION 32

SECTION 33

SECTION 28

SECTION 29

SECTION 30

SECTION 30A

SECTION 21

SECTION 22

SECTION 19

SECTION 8

SECTION 6

SECTION 4

SECTION 2SECTION 12

SECTION 10

11TH STREET

PRO

PERTY LINE

MAINTENANCE

COMPLEX

SECTION 27

CONSTRUCTION ACCESS

FOR BID OPTION 1 STORM

IMPROVEMENTS

CONTRACTOR SHALL PHASE

PROJECT TO PROVIDE MINIMUM 10'

WIDE PATH BETWEEN TEMPORARY

CONSTRUCTION FENCE AND BURIAL

PLOTS. PATH SHALL BE PROVIDED

BETWEEN NORTH OR SOUTH END.

HILL AVE

6' CONSTRUCTION FENCING AROUND

STORMWATER AREA

CONTRACTOR SHALL BE A

MINIMUM 10' AWAY FROM

EXISTING HEADSTONES. ALL

WORK CLOSER THAN 10 FEET

SHALL BE APPROVED BY THE VA

CONSTRUCTION FENCING

TEMPORARY CONSTRUCTION

ACCESS GRATE

CONSTRUCTION ACCESS FOR

BID OPTION 1 SECTION 25

STORM IMPROVEMENTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C -1

W G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH CPA

GC104

TEMPORARY CONSTRUCTION

FENCING PLAN

10 20 30 40 5050 0

Scale: 1" = 50'

LEGEND

CONSTRUCTION FENCING

NOTE:

1. SEE SPECIFICATION SECTION 01 00 02 GENERAL

REQUIREMENTS FOR ADDITIONAL REQUIREMENTS

FOR CONSTRUCTION FENCE.

12"

P latted R

Platted R/W

C/L

P arcel 765-12532-000

0.66 A

cres ±

C/L

C /L

TBM:1231.48

:1235.45

:1237.27

T40

SD SD

COCO

D D

DYH

G G

WWW

W W

WV WV

GP GP

GRAVELC

SOUTH GOVERNMENT AVENUE

27' ASPHALT PAVEMENT

VARIABLE WIDTH PUBLIC RIGHT-OF-WAY

DOCUMENT NO. 2011-00033075

GPGP

SMH #3

SMH #4

SMH #1

SMH #5

SMH #6

SMH #7

SD SD SD

SD SD

GPGP

GMK

GRAVEL

MATCH-LINE SHEET 2 OF 5

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M A

-L

E S

H E

E T

M A

-L

E S

H E

E T

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' 12

1255'

1256'

1257'

1258'

1230'

1245'

1244' 1244'

SMH #2

M A

-L

E S

H E

E T

M A

-L

E S

H E

E T

C /L

1243'

1242'

1241'

1240' 1239'

1238'

1237' 1236'

1235' 1234'

1233'

1232'

STABILIZED

CONSTRUCTION

ENTRANCE

SILT FENCE

SILT FENCE, TYP.

SILT FENCE, TYP.INLET PROTECTION

INLET PROTECTION

IN PAVEMENT

INLET PROTECTION IN PAVEMENT

INLET PROTECTION

IN LAWN, TYP.

SILT FENCE

MAINTENANCE

COMPLEX

NATIONAL STREET

O L.

O Y

HILL AVE

11TH STREET

SECTION 23

SECTION 20

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 31

SECTION 32

SECTION 33

SECTION 28

SECTION 29

SECTION 30

SECTION 30A

SECTION 21

SECTION 22

SECTION 19 SECTION 8

SECTION 6

SECTION 4

SECTION 2SECTION 12

SECTION 10

PRO

PERTY LINE

SECTION 27

GC501

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

BASE BID LIMIT OF

DISTURBANCE LINE, TYP.

COMPOST FILTER SOCK

INLET PROTECTION

COMPOST FILTER SOCK

INLET PROTECTION

GC501

TEMPORARY STOCKPILE SILT FENCE1

GC501

INLET PROTECTION AT STORM POND

OUTLET STRUCTURE

STABILIZED

CONSTRUCTION

ENTRANCE

GC501

SILT FENCE, TYP.1

GC501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.G C1

.20

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH CPA

GC110

EROSION & SEDIMENT CONTROL

PLAN

STABILIZED CONSTRUCTION

ENTRANCE

SILT FENCE

INLET PROTECTION

SCALE: 1" = 50'

LEGEND

EXISTING FENCELINE

LIMIT OF DISTURBANCE

COMPOST FILTER SOCK

1. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING, OBTAINING COVERAGE, POSTINGS, AND MAINTAINING A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH ARKANSAS DIVISION OF ENVIRONMENTAL QUALITY (DEQ)

REQUIREMENTS.

2. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING

ACTIVITY AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES.

3. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

STATE OF ARKANSAS REQUIREMENTS.

4. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED AT PROJECT INGRESS AND EGRESS POINTS AND IN ACCORDANCE WITH THE PROJECT PLANS AND DETAILS. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF

WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY.

5. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW

OF SEDIMENT FROM THE CONSTRUCTION SITE.

6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL

EROSION AND SEDIMENT CONTROL FACILITIES.

7. ALL CATCH BASIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN RUNOFF.

8. ALL STORM DRAINAGE CONVEYANCES AND OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THEY BECOME

OPERATIONAL.

9. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION BEFORE GRASS IS ESTABLISHED AND PROMOTE

FASTER VEGETATION COVER.

10. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE COR.

11. SLOPES GREATER THAN 3:1 SHALL BE PROTECTED AND STABILIZED USING ROLLED EROSION CONTROL PRACTICES. ALL PROPOSED PRACTICES SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

12. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO ARDEQ STANDARDS AND MAY INCLUDE

WATERING WITH A SOLUTION OF CALCIUM CHLORIDE AND WATER.

13. WHENEVER POSSIBLE, THE CONTRACTOR SHALL USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED

SURFACES.

14. SOIL STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH NOTES AND PLANS AND SHALL BE ENCLOSED BY SILT

FENCE ON THE DOWNHILL SIDE.

15. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED

AND ALL DISTURBED AREAS BECOME PERMANENTLY STABILIZED.

16. WHEN ALL DISTURBED AREAS REACH PERMANENT STABILIZATION, REMOVE AND DISPOSE ALL EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZE AND RESTORE SITES DISTURBED BY REMOVAL OF EROSION CONTROL DEVICES.

EROSION AND SEDIMENT CONTROL NOTES

WIDEN AS NEEDED TO

MAINTAIN STABILIZED

ACCESS

1. MINIMUM STONE SIZE SHALL BE 3" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH

OF 8".

2. MINIMUM WIDTH SHALL BE 12'. MINIMUM LENGTH SHALL BE 50'.

3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED

BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO

ADJACENT ROAD SHALL BE PERMITTED.

4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED

ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.

5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAPPING DEVICE.

CONSTRUCTION SPECIFICATIONS

50' MINIMUM10

' O

' T

W O

" A

6' MAX. ℄ TO ℄

36" MIN., 2" HARDWOOD FENCE POSTS,

DRIVEN MIN. 16" INTO GROUND

" O

H T.

" M

54" MIN. FENCE POST

FILTER FABRIC

FLOW

8" M

EMBED FILTER

CLOTH MIN. 8"

INTO GROUND

SECTIONPERSPECTIVE VIEW

FILTER FABRIC;

FASTENED SECURELY

TO FENCE POSTS W/

STAPLES

FLOW

CONSTRUCTION SPECIFICATIONS:

1. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

EXISTING GRADE

4" MIN.

STRAW BALES STAKED

INTO GROUND

10 MIL PLASTIC

LINING

2" SQ. X 36" LONG WOOD OR

METAL STAKES (2 PER BALE)

SECURELY FASTEN LINER

TO BALES AND/OR OTHER

APPROVED METHOD.

STRAW BALE

10 MIL PLASTIC LINING

EMBED BALES 6" INTO

GRADE

FINISHED GRADE

NOTES:

1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE

QUALIFIED INSPECTOR.

2. LOCATED A MINIMUM OF 50' FROM STORM DRAIN INLETS AND APPROVED BY COR

3. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID & CONCRETE GENERATED BY

WASHOUT OPERATIONS

4. INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS & IMMEDIATELY MAKE NECESSARY

REPAIRS.

5. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL. REPLACE

PLASTIC LINER WITH EACH CLEANING.

6. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE, SLURRY &

WASHOUT MATERIALS & LEGALLY DISPOSE OF OFF SITE OR RECYCLE.

8'- 0"

8'-0" MIN.

2'- 0"

PLAN

SECTION

1 MAX.

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND

STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT

SHALL BE 12 FEET.

3. EACH PILE SHALL BE SURROUNDED BY SILT FENCING.

2"X4" WOOD FRAME

NOTES:

1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM

APPLICATIONS.

2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY

SHALL BE OVERLAPPED TO THE NEXT STAKE.

3. STAKE MATERIALS SHALL BE STANDARD 2" X 4" WOOD OR EQUIVALENT METAL WITH A

MINIMUM LENGTH OF 3 FEET.

4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES

DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND

THE FILTER FABRIC FOR SUPPORT.

5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT SHALL

BE SECURELY FASTENED TO THE STAKES AND FRAME.

6. A 2"X4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER

FLOW STABILITY.

ED FASTEN FILTER

FABRIC SECURELY

TO WOOD FRAME,

TYP.

NOTES:

1. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT.

2. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY

HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET.

3. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED IMMEDIATELY AFTER INSPECTION.

4. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS.

ISOMETRIC VIEW

CATCH BASIN

INLET GRATE

STEEL FRAME FOR BAG

REMOVAL FROM CATCH

BASIN

FILTER BAG

DRIP EDGE

4'- 0"

ORANGE POLYETHYLENE

WARNING FENCE

FOR TREE PROTECTION CONDITIONS:

ADD WATERPROOF PERMANENT SIGN

READING: "TREE PROTECTION AREA"; MIN. 3

SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C.

FOR GROUPINGS OF TREES

METAL POST2'-

12" COMPOST FILTER

SOCK

2"X2" WOODEN STAKES PLACED

10' O.C.

PROTECTED AREADISTURBED AREA

BLOW / PLACED FILTER

MEDIA OR WOOD

CHIPS

SECTION VIEW

12" MIN.

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2"X2" WOODEN

STAKES PLACED 10'

O.C.

PLAN VIEW

PROTECTED AREA

DISTURBED AREA

FLOW

NOTES:

1. OVERLAP ENDS OF ABUTTING FILTER SOCKS

12" MINIMUM.

2. REMOVE ACCUMULATED SEDIMENT WHEN IT

REACHED 12 HEIGHT OF THE SOCK.

3. INSPECT WEEKLY & REPAIR DAMAGE /

DEFICIENCIES WITHIN 24 HOURS.

4. UPON FINAL STABILIZATION, REMOVE FILTER

SOCK AND ANY ACCUMULATED SEDIMENT AND

SEED DISTURBED AREA.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.G C5

.20

W G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

Scale: NTS

SILT FENCE1

Scale: NTS

STABILIZED CONSTRUCTION ENTRANCE3

Scale: NTS

CONCRETE WASHOUT2

EROSION & SEDIMENT

CONTROL DETAILS

GC501

16CPADBH

Scale: NTS

TEMPORARY SOIL STOCKPILE4

Scale: NTS

INLET PROTECTION IN PAVED SURFACE5

Scale: NTS

INLET PROTECTION IN LAWN6

Scale: NTS

TREE PROTECTION FENCING7

Scale: NTS

COMPOST FILTER SOCK8

DYH

SOUTH GOVERNMENT AVENUE

27' ASPHALT PAVEMENT

VARIABLE WIDTH PUBLIC RIGHT-OF-WAY

DOCUMENT NO. 2011-00033075

GPGP

SMH #6

DMH #9

GI #10

SD SD

GI #11

1260'

1261'

1263'

1265'

1266' 1267'

1267'

B rick C olum n (Typ)

SECTION 25

NATIONAL STREET

O L.

O Y

VESECTION 23

ADMINISTRATION / PIC / RESTROOM BUILDING

(BLDG. NO. 101)

REMOVE CONCRETE ENTRANCE

PAVEMENT TO EXISTING GUTTER.

EXISTING CONCRETE GUTTER SHALL

REMAIN AND BE PROTECTED.

SAWCUT CONCRETE PAVEMENT AT

CLOSEST CONTROL/EXPANSION

JOINT, TYP.

SAWCUT CONCRETE

PAVEMENT, TYP.

REMOVE AND DISPOSE

OF BRICK PAVERS AND

SUBBASE/SUNGRADE

EXISTING BRICK

COLUMNS TO REMAIN

AND BE PROTECTED

EXISTING BRICK

COLUMNS TO REMAIN

AND BE PROTECTED

EXISTING

CONCRETE GUTTER

TO REMAIN

REMOVE CONCRETE

PAVEMENT UP TO FIRST STEP

REMOVE AND DISPOSE

OF BRICK PAVERS AND

SUBBASE/SUBGRADE

REMOVE AND DISPOSE OF

CONCRETE PAVEMENT SAWCUT TO

CLOSEST CONTROL/EXPANSION

JOINT, TYP.

EXISTING BRICK

COLUMNS TO REMAIN

AND BE PROTECTED

EXISTING CONCRETE

GUTTER TO REMAIN

EXISTING CONCRETE

RAMP TO REMAIN

EXISTING CONCRETE

RAMP TO REMAIN

EXISTING COLUMBARIUM TO REMAIN,

CONTRACTOR TO PROTECT DURING

CONSTRUCTION

EXISTING TREE TO REMAIN

REMOVE AND SALVAGE

EXISTING GATE, SEE

SHEET CI521

EXISTING BRICK

COLUMN TO REMAIN

AND BE PROTECTED

TREE PROTECTION FENCING7

GC501

EXISTING INLETS TO REMAIN

AND BE PROTECTED

REMOVE AND SALVAGE TREE GRATE

FOR REUSE, SECOND RING TO BE

REMOVED. EXISTING TREE TO

REMAIN AND BE PROTECTED

REMOVE AND SALVAGE TREE GRATE

FOR REUSE, SECOND RING TO BE

REMOVED. EXISTING TREE TO

REMAIN AND BE PROTECTED

EXISTING SIGN TO REMAIN

AND BE PROTECTED

EXISTING CONCRETE TO REMAIN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C D1

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

SCALE: 1" = 10'

DBH JTM

CD101

DEMOLITION PLAN - AREA 1

CLIN 2- BID OPTION 1

LEGEND

CONCRETE PAVEMENT

REMOVAL AND DISPOSAL

BRICK PAVER REMOVAL AND DISPOSAL

52 100

LIMIT OF DISTURBANCE

NORTH

KEY PLAN

1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT

OPERATIONS.

2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS.

3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH STATE OF ARKANSAS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH

TREES.

5. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE COR

PRIOR TO INITIATION OF SITE WORK OPERATIONS.

6. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE

INSTALLED.

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE COR ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER

APPLICABLE REGULATIONS.

2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR

FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.

3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS

DIRECTED BY THE COR.

4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT

BUILDINGS OR OTHER TREES TO BE SAVED.

5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS

APPROVED BY THE COR.

PROTECTION NOTES:

REMOVALS NOTES:

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL

CONSTRUCTION SCHEDULE.

2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN

IDENTIFIED AND LOCATED.

3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO

PROJECT PLANS, NOTES AND DETAILS.

4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE

RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.

SITE PREPARATION NOTES:

TREE PROTECTION FENCING

T40

SD SD SD SD SD SD

D D

W W W

WV WV

N 86°05'18" W 176.02'(M)

S 86°05'18" E 136.90'(M)

2°

'1 5"

'(M

S 86°47'35" E 140.70'(M)

N 86°05'18" W 312.91'(M)

N O

H A

N K

S (R

WEST 4 CHAINS 74 LINKS(R1)

SOUTH GOVERNMENT AVENUE

27' ASPHALT PAVEMENT

VARIABLE WIDTH PUBLIC RIGHT-OF-WAY

DOCUMENT NO. 2011-00033075

SMH #1

SMH #5

SMH #6

DMH #1

SD SD SD SD SD SD SD SD

DMH #3

DMH #4

DMH #5

DMH #6

GI #1

GI #2

GI #3

DMH #7

GI #5

GI #8

GI #9

GI #11

GPGP

N 86°06'21" W 175.94'(R3)BASIS OF BEARINGS

GMK

S 86°47'35" E 172.14'(M)

2°

'2 1"

8' (M

O U

C H

K S

(R 1)

N 86°47'35" W 312.84'(M)EAST 4 CHAINS 74 LINKS(R1)

GI #15

GI #14

4°

'1 4"

4' (M

DMH #2

1242'

1240'

1239'

1238' 1237'

1241'

1240'

1239'

1241'

1243'

1244'

1245'

1244'

1243'

1242'

1244'

1245' 1246' 1247'

1249'

1250' 1251' 1252' 1253'

1251'

1252'

1263'

1265'

1266'

1262'

1263'

1264'

1265'

1250'

1251'

1252'

1242'

1245'

1244' 1244'

SMH #2

C /L

1243'

1242'

1241'

1240' 1239'

1238'

1237' 1236'

1235'

SECTION 25

O L.

O Y

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 28

COMMITTAL

SERVICE SHELTER

(BLDG. NO. 4801)

SECTION 27

REMOVE FENCE POST AND DISPOSE OF

POST AND REBAR TRASH RACK. SALVAGE

EXISTING FENCE FABRIC FOR REUSE.

REMOVE TREE IN ENTIRETY,

CLEAR, GRUB, AND DISPOSE, TYP.

REMOVE AND DISPOSE OF

CHAINLINK FENCE AND ASSOCIATED

CONCRETE MOW STRIP

REMOVE AND DISPOSE OF

CHAINLINK FENCE, POSTS AND

FOUNDATIONS, AND ASSOCIATED

MOW STRIP, TYP.

CLEAR, GRUB, AND

REMOVE AND DISPOSE

OF VEGETATION, TYP.

REMOVE

AND

DISPOSE OF

BRICK

PAVERS

AND

SUBBASE/SUBGRADE

REMOVE AND DISPOSE

OF ORNAMENTAL FENCE

AND BRICK PIERS, TYP,

REMOVE GRAVEL AND

DISPOSE OF PATH

EXISTING STORM INLET AND CONCRETE

APRON TO REMAIN AND BE PROTECTED.

REMOVE AND DISPOSE OF EXISTING

INLET TRASH RACK.

EXISTING DRAINAGE

STRUCTURES TO REMAIN EXISTING DRAINAGE

STRUCTURE TO REMAIN

AND BE PROTECTED

EXISTING

DRAINAGE

STRUCTURES TO

REMAIN AND BE

PROTECTED

SAWCUT CONCRETE

PAVEMENT, TYP.

REMOVE AND DISPOSE OF

CONCRETE PAVEMENT, TYP.

CONSTRUCTION

FENCE GATE

TEMPORARY CONSTRUCTION

FENCE, TYP.

AREA 4

SEE IRRIGATION PLANS FOR

IRRIGATION REMOVALS

STRIP

EXISTING

TOPSOIL TO

DEPTH OF 4"

REMOVE AND

DISPOSE OF

EXISTING

STONE

MULCH

EXISTING BRICK

PIERS TO REMAIN

AND BE PROTECTED

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

BASE BID LIMIT OF

DISTURBANCE LINE, TYP.

EXISTING

CURB TO

REMAIN AND

PROTECTED

CLIN 2- BID

OPTION 1

LIMIT OF

DISTURBANCE

LINE, TYP.

APPROXIMATE LOCATION OF EXISTING

TREE TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING

TREE TO

REMAIN AND

PROTECTED

TEMPORARY CONSTRUCTION GATE

D D

DYH

L A

V E

N U

' A S

P H

P A

V E

M E

N T

' P

U B

H T-

O F-

W A

Y D

O C

U M

E N

T N

O . 2

SMH #3

DMH #10

DMH #11

GI #4

GI #6

GI #7

NATURAL

GROUND

NATURAL

GROUND

NATURAL

GROUND

NATURAL

GROUND

4°

'1 5"

5' (M

O R

C H

S , 2

N K

S (R

N/F: UNITED STATES OF AMERICA

1048 S HILL AVE,

FAYETTEVILLE, AR 72701

APN: 765-12529-000

N/F: MAYER JAMES & BETTY TRUST

1082 S HILL AVE,

GUY

POLE

1231'

1238' 1239' 1240'

1241'

1235'

1236'

1237'

1234'

1233'

1242'

1230'

1235' 1234'

1233'

1232'

HILL AVE

SECTION 31

SECTION 32

SECTION 33

HILL AVE

EXISTING DRAINAGE

STRUCTURES TO REMAIN

AND BE PROTECTED

REMOVE AND DISPOSE OF

CHAINLINK FENCE, POSTS AND

FOUNDATIONS, AND ASSOCIATED

MOW STRIP, TYP.

TEMPORARY CONSTRUCTION

FENCE, TYP.

BASE BID LIMIT OF

DISTURBANCE LINE, TYP.

SAWCUT AND REMOVE

ASPHALT FOR STORM

INSTALLATION

REMOVE CURB TO

FACILITATE STORM

INSTALLATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C D1

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JTM

CD102

DEMOLITION PLAN - AREA 2

LEGEND

FENCE REMOVAL

TREE REMOVAL

GRAVEL PAVEMENT REMOVAL AND DISPOSAL

Scale: 1"=20'

AREA 2: NORTH1

Scale: 1"=20'

AREA 2: SOUTH2

5 10 200

KEY PLAN

SCALE: 1" = 20'

LIMIT OF DISTURBANCE

CONCRETE PAVEMENT REMOVAL AND DISPOSAL

MATCHLINE SEE THIS DRAWING

NORTH

ASPHALT PAVEMENT REMOVAL AND DISPOSAL

T2 T3

COCO

GAS TANK

GATE

GP GP

CONCRETE

GRAVELC

WEST 11TH STREET25' ASPHALT PAVEMENT50' PUBLIC RIGHT-OF-WAYNO DOCUMENTATION

SSSSSSSS

GI #14

GI #12

SDSD

18" RCP

INV. ELEV.= 1,243.4'

COLUMN

(TYPICAL) COLUMN

(TYPICAL)

NATURAL

GROUND

NGNATURAL

GROUND

NATURAL

GROUND

ASPHALT

CONCRETE

7.6'X16.4'

WOOD SHED

125 SQ. FT. ±

GRAVEL

1245'

1253' 1250'

1251'

1249'

1248'

1247'1245'

1246'

1247'

1244'1243'

1248'

' 1249'

1255'

1256'

1257'

1259'M A

-L

E S

H E

E T

P arcel 765-12535-000

U N

ITE

O F A

M E

TTE

ILLE

, A R

72702

EQUIPMENT

STORAGE BUILDING

(BLDG. NO. 3003)

MAINTENANCE

COMPLEX

SECTION 30A

EQUIPMENT

STORAGE BUILDING

(BLDG. NO. 3003)

MATERIAL STORAGE

BUILDING (BLDG. NO. 3002)

HAZMAT STORAGE ENCLOSURE

(BLDG. NO. SS-002)

SERVICE BUILDING

(BLDG. NO. 3001)

EXISTING FENCE TO REMAIN

AND BE PROTECTED

REMOVE AND DISPOSE GRAVEL

AND PREPARE AREA FOR PAVING

REMOVE AND DISPOSE OF

CONCRETE CURB AND GUTTER,

SAWCUT ASPHALT PAVEMENT

STRIP TOPSOIL AND

PREPARE AREA FOR

PAVING

REMOVE AND DISPOSE

WOOD TIMBERS

REMOVE AND DISPOSE OF

CONCRETE CURB AND GUTTER,

SAWCUT ASPHALT PAVEMENT

STRIP TOPSOIL AND

PREPARE AREA FOR PAVING

SEE IRRIGATION PLANS FOR

IRRIGATION REMOVALS

EXISTING BOLLARDS

TO REMAIN, TYP.

EXISTING FENCE, GATE AND

COLUMN TO REMAIN AND BE

PROTECTED

TO BE REMOVED AND DISPOSED

OFFSITE

CLIN 2- BID OPTION 1 LIMIT

OF DISTURBANCE LINE, TYP.

SAWCUT, REMOVE AND

DISPOSE OF ASPHALT

PAVEMENT AND SUBBASE

T15

T20

DDMH #7

GI #8

GI #9

OVERHANG

1250'

1251'

1252'

SECTION 25

COMMITTAL

SERVICE SHELTER

(BLDG. NO. 4801)

EXISTING DRAINAGE STRUCTURES

TO REMAIN AND BE PROTECTED

STRIP EXISTING TOPSOIL

TO DEPTH OF 4"

REMOVE AND DISPOSE OF

EXISTING STONE MULCH

EXISTING CURB TO REMAIN

AND BE PROTECTED

CLIN 2- BID OPTION 1 LIMIT

OF DISTURBANCE LINE, TYP.

EXISTING TREE TO REMAIN

AND BE PROTECTED

AREA 4

AREA 3

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C D1

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

52 100

SCALE: 1" = 10'

DBH JTM

CD103

DEMOLITION PLAN - AREAS 3 & 4

CLIN 2- BID OPT 1

REMOVE SURFACE MATERIAL

REMOVE ITEM

STRIP AND STOCKPILE TOPSOIL

Scale: 1"=10'

AREA 3: MAINTENANCE COMPLEX1

Scale: 1"=10'

AREA 4: COMMITTAL SHELTER2

52 100

SCALE: 1" = 10'

LIMIT OF DISTURBANCE

NORTH

LEGEND

KEY PLAN

ASPHALT PAVEMENT REMOVAL AND DISPOSAL

LIGHT DUTY CONCRETE

PAVEMENT, TYP.

BRICK PAVERS TO

MATCH EXISTING, TYP.

BRICK PAVERS, TYP.

REINSTALL SALVAGED

TREE GRATE; SEE NOTES

PIN CONCRETE TO

EXISTING GUTTER

CONNECT NEW CONCRETE

WALK TO EXISTING STEP

EXISTING COLUMNS TO REMAIN, TYP.

EXISTING ORNAMENTAL

FENCE TO REMAIN

EXISTING COLUMNS TO

REMAIN, TYP.

EXISTING CONCRETE GUTTER

TO REMAIN

EXISTING ENTRANCE

SIGN TO REMAIN

EXISTING CONCRETE

RAMPS TO REMAIN

EXISTING BRICK COLUMNS

TO REMAIN, TYP.

EXISTING CURB TO REMAIN

REINSTALL SALVAGED

TREE GRATE; SEE NOTES

EXPANSION JOINT, TYP.

REINSTALL GATE, SEE SHEET CI521

EXISTING TREES TO REMAIN, TYP.

HEAVY DUTY CONCRETE

PAVEMENT

PAVERS TO BE

FLUSH WITH GRATE

ALIGN EDGE OF CONCRETE

SIDEWALK WITH EDGE OF

CONCRETE MOW STRIP, TYP.

PIN CONCRETE TO

EXISTING CONCRETE

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

CONTROL JOINT, TYP.

ALIGN EDGE OF

CONCRETE WALK, TYP.

NATIONAL STREET

O L.

O Y

VESECTION 23

ADMINISTRATION / PIC / RESTROOM BUILDING

(BLDG. NO. 101) EXISTING COLUMBARIUM WALLS

±3 .4

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ EJ EJ EJ

CS511

CS510

CS511

CS510

±13', 3 EQUAL CONCRETE PANELS

CS510

±4 .8

4', T

. ±21', 5 EQUAL CONCRETE PANELS

±12', 3 EQUAL CONCRETE PANELS

EJEJ

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C S1

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JTM

CS101

SITE LAYOUT PLAN - AREA 1

(CLIN 2- BID OPT 1)

LIMIT OF DISTURBANCE

LIGHT-DUTY CONCRETE PAVEMENT

HEAVY-DUTY CONCRETE PAVEMENT

KEY PLAN

52 100

BRICK PAVERS

LEGEND

NORTH

1. AREA WITHIN EXISTING STREET TREE ROOT ZONE SHALL BE

PROTECTED DURING CONSTRUCTION AND COMPACTED TO MAXIMUM

85% MODIFIED PROCTOR. EXISTING TREE GRATE SHALL BE REMOVED,

SECOND RING REMOVED, AND REINSTALLED.

NOTES

INSTALL NEW CHAINLINK FENCE POST AND

REINSTALL FENCE FABRIC, NO MOW STRIP.

INSTALL TRASH RACK

ALONG EXISTING APRON

STONE MULCH

(± 34") 4" DEEP

MATCH

EXISTING

STONE COLOR.

BURIAL SECTION 27B; 840 IN-GROUND

CREMATION SITES (WITHIN 4' X 4' PLOTS)

CHAINLINK FENCE WITH MOW

STRIP, MATCH EXISTING

BRICK PAVERS TO

MATCH EXISTING, TYP.

BRICK PAVERS, TYP.

REINSTALL SALVAGED

TREE GRATE; SEE NOTES

PIN CONCRETE TO

EXISTING GUTTER

GRAVESITE SECTION

MARKER, TYP.

PROPOSED GRAVESITE

GRID MONUMENT, TYP.

HEAVY DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

TOOLED CONTROL JOINT

EXISTING ORNAMENTAL

FENCE TO REMAIN

EXISTING COLUMNS TO

REMAIN, TYP.

EXISTING ENTRANCE

SIGN TO REMAIN

EXISTING CONCRETE

RAMPS TO REMAIN

CONCRETE APRON

EXISTING BRICK COLUMNS

TO REMAIN, TYP.

EXISTING CURB TO REMAIN

REINSTALL SALVAGED

TREE GRATE; SEE NOTES

EXISTING TREES TO REMAIN, TYP.

HEAVY DUTY CONCRETE

PAVEMENT

PAVERS TO BE

FLUSH WITH GRATE

SEE COLUMBARIUM

ENLARGEMENT PLAN, CS401

PIN CONCRETE TO

EXISTING CONCRETE

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

BASE BID LIMIT OF

DISTURBANCE LINE, TYP.

PIN SIDEWALK TO CURB

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

MULTIPLE POST

TERMINATION DETAIL

LAYOUT LINE, TYP.

MATCH EXISTING FENCE

LINE AND GRADE

DETECTABLE WARNING

PLATES

O L.

O Y

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 28

COMMITTAL

SERVICE SHELTER

(BLDG. NO. 4801)

SECTION 27

SECTION 25

SECTION 20

0', T

52.00'

52.00'36.00'

90.

00°

, T

YP.

E, T

4.0' TYP.

MS-A

MS-B

MS-C

SM-A

SM-B

CI524

CG501

CI524

CI503

CS510

CS511

CS510

CG501

CS510

CI524

CS511

AREA 4

CHAINLINK FENCE

WITH MOW STRIP

LIGHT DUTY CONCRETE

PAVEMENT

EXPANSION JOINT TOOLED CONTROL JOINT

SEE COLUMBARIUM

ENLARGEMENT PLAN, CS401

PIN TO EXISTING CONCRETE

SIDEWALK AND MATCH

SIDEWALK FLUSH

BASE BID LIMIT OF

DISTURBANCE LINE, TYP.

EXISTING CHAINLINK FENCE

WITH MOW STRIP, TYP.

ASPHALT PAVEMENT

TO MATCH EXISTING

FLUSH

CONCRETE CURB TO

MATCH EXISTING

FLUSH

HILL AVE

SECTION 31

SECTION 32

SECTION 33

HILL AVE

CI524

CS510

CS511

CS510

CS511

GRID MARKER

POINT

MS-A

MS-B

MS-C

NORTHING

633306.9365

633303.2058

633251.2239

EASTING

670989.0024

671092.8907

671091.0286

SECTION MARKER

POINT

SM-A

SM-B

NORTHING

633307.3252

633193.9521

EASTING

671101.8804

671096.4134

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C S1

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JTM

CS102

SITE LAYOUT PLAN - AREA 2

KEY PLAN

Scale: 1"=20'

AREA 2: NORTH1 5 10 200

MATCHLINE SEE THIS DRAWING

Scale: 1"=20'

AREA 2: SOUTH2 5 10 200

MATCHLINE SEE THIS DRAWING

LEGEND

STONE MULCH

PROPERTY LINE

HEADSTONE FACE DIRECTION

GRAVESITE SECTION MARKER

GRAVESITE GRID MONUMENT

LIGHT-DUTY CONCRETE PAVEMENT

HEAVY-DUTY CONCRETE PAVEMENT

LIMIT OF DISTURBANCE

NORTHGUARD CABLE

MASTER STREET PLAN RIGHT OF WAY LINE

LAYOUT LINE

EXISTING FENCE

TO REMAIN

ASPHALT PAVEMENT

CONCRETE CURB

ASPHALT PAVEMENT

CONCRETE CURB

EXISTING FENCE TO REMAIN

R3.0'

4" PAVEMENT STRIPING, TYP.

PAVEMENT KEY WHERE

PAVEMENT ABUTS EXISTING, TYP.

LIGHT-DUTY CONCRETE PAVEMENT

BOLLARD

MATCH EXISTING CURB AND GUTTER FLUSH

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

STONE MULCH (± 3

4") 4" DEEP. MATCH

EXISTING STONE COLOR.

CONTROL JOINT, TYP.

STONE MULCH (± 3

4") 4" DEEP. MATCH

EXISTING STONE COLOR.

MAINTENANCE

COMPLEX

SECTION 30A

EQUIPMENT

STORAGE BUILDING

(BLDG. NO. 3003)

MATERIAL STORAGE

BUILDING (BLDG. NO. 3002)

SERVICE BUILDING

(BLDG. NO. 3001)

9.00'

5.00'

CS510

STONE MULCH (± 3

4") 4" DEEP

MATCH EXISTING STONE COLOR.

CLIN 2- BID OPT 1 LIMIT OF

DISTURBANCE LINE, TYP.

COMMITTAL

SERVICE SHELTER

(BLDG. NO. 4801)

SECTION 25

CS510

AREA 3

AREA 4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

J-2

4\2

\20

\84

2C M3

7.0

.C S1

.D W

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

52 100

DBH JTM

CS103

SITE LAYOUT PLAN - AREAS 3 & 4

(CLIN 2- BID OPT 1)

Scale: 1"=10'

AREA 3: MAINTENANCE COMPLEX1

KEY PLAN

52 100Scale: 1"=10'

AREA 4: COMMITTAL SHELTER2

NORTH

LEGEND

STONE MULCH

ASPHALT PAVEMENT

PROPERTY LINE

LIMIT OF DISTURBANCE

LIGHT-DUTY CONCRETE PAVEMENT

S02° 47' 59.83"W 152.558

S02° 46' 15.45"W 137.328

LP1

LP2

EXISTING CEMETERY MAINTENANCE

ENTRANCE AND GATE TO BE PROTECTED

ORNAMENTAL FENCE WITH

CONCRETE MOW STRIP, TYP.

PIN PROPOSED

CONCRETE TO EXISTING

EXISTING PIER TO REMAIN

AND BE PROTECTED

SINGLE-SIDED, 5-NICHE HIGH

COLUMBARIUM WALL N; 560 NICHES TOTAL

NEW SECTION 27B

SECTION 27A

HILL AVE

3/8" WASHED ROUNDED STONE

(DECORATIVE GRAVEL), TYP.

FLUSH CONCRETE CURB COLUMBARIUM RAMP HANDRAIL

COLUMBARIUM RAMP LANDING

RAMP RAMP

DECORATIVE GRAVEL STRIP

GUARD CABLE

CONTROL JOINT EXPANSION JOINT LIGHT-DUTY CONCRETE PAVEMENT

HEAVY-DUTY CONCRETE PAVEMENT

STONE MULCH

LAYOUT LINE, TYP.

RIGHT-OF-WAY LINE

CI524

CS511

CS510

1,2

CS512

CS510

CI702

CS511

20.50', 3 EQUAL CONCRETE PANELS

', T

5.00'

130.0', 18 EQUAL CONCRETE PANELS 20.50', 3 EQUAL CONCRETE PANELS

5.00'

THICKENED CONCRETE EDGE, TYP.7

CS510

HILL AVEHILL AVE

EXISTING STORM

STRUCTURE TO REMAIN

HILL AVE.

LP3

CI710

CI522

CI702

CI522

CI703

CI710

S02°…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 4, 2026.