S02_Attachment 2_842CM3027_FYNC_Drawings.pdf

ARKANSAS

0 50

100 kilometers50

DRAWING INDEX

NO. SHEET NO. SHEET NAME

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 EXISTING CONDITIONS PLAN

4. VL101 BOUNDARY/ LIMITED TOPOGRAPHIC SURVEY 1

5. VL102 BOUNDARY/ LIMITED TOPOGRAPHIC SURVEY 2

6. VL103 BOUNDARY/ LIMITED TOPOGRAPHIC SURVEY 3

7. VL104 BOUNDARY/ LIMITED TOPOGRAPHIC SURVEY 4

8. VL105 BOUNDARY/ LIMITED TOPOGRAPHIC SURVEY 5

9. B-101 BORING LOCATION PLAN

10. BB102 BORING LOGS

11. GC101 SITE DEVELOPMENT PLAN- CLIN 1- BASE BID

12. GC102 SITE DEVELOPMENT PLAN- CLIN 2- BID OPT 1 & CLIN 3- BID OPT 2

13. GC103 CONSTRUCTION SEQUENCING PLAN

14. GC104 TEMPORARY CONSTRUCTION FENCING PLAN

15. GC110 EROSION & SEDIMENT CONTROL PLAN

16. GC501 EROSION & SEDIMENT CONTROL DETAILS 1

17. CD101 DEMOLITION PLAN - AREA 1 (CLIN 2- BID OPT 1)

18. CD102 DEMOLITION PLAN - AREA 2

19. CD103 DEMOLITION PLAN - AREAS 3 & 4 (CLIN 2- BID OPT 1)

20. CS101 SITE LAYOUT PLAN - AREA 1 (CLIN 2- BID OPT 1)

21. CS102 SITE LAYOUT PLAN - AREA 2

22. CS103 SITE LAYOUT PLAN - AREAS 3 & 4 (CLIN 2- BID OPT 1)

23. CS401 COLUMBARIUM SITE LAYOUT ENLARGEMENT PLAN

24. CS410 BURIAL SECTION NUMBERING PLAN

25. CS510 SITE DETAILS 1

26. CS511 SITE DETAILS 2

27. CS512 SITE DETAILS 3

28. CG101 GRADING & DRAINAGE PLAN - AREA 1 (CLIN 2- BID OPT 1)

29. CG102 GRADING & DRAINAGE PLAN - AREA 2

30. CG103 GRADING & DRAINAGE PLAN - AREAS 3 & 4 (CLIN 2- BID OPT 1)

31. CG401 COLUMBARIUM GRADING & DRAINAGE ENLARGEMENT PLAN

32. CG501 STORM SEWER DETAILS

33. CI101 EXISTING EXTERIOR SIGNAGE INVENTORY PLAN

34. CI102 EXISTING EXTERIOR SIGNAGE INVENTORY PHOTOS

35. CD110 EXISTING SIGNAGE DEMOLITION PLAN

36. CI111 EXTERIOR SIGN & SITE FURNISHING PLAN - AREA 1

37. CI112 EXTERIOR SIGN & SITE FURNISHING PLAN - AREA 2

38. CI113 EXTERIOR SIGN & SITE FURNISHING PLAN - AREAS 3 & 4

39. CI501 EXTERIOR SIGN & GRAVESITE DETAILS 1

40. CI502 EXTERIOR SIGN & GRAVESITE DETAILS 2

41. CI503 EXTERIOR SIGN & GRAVESITE DETAILS 3

42. CI504 TEMPORARY CONSTRUCTION SIGN DETAILS

43. CI521 PEDESTRIAN GATE DETAILS

44. CI522 SITE FURNISHINGS DETAILS 1

45. CI523 SITE FURNISHINGS DETAILS 2

46. CI524 SITE FURNISHINGS DETAILS 3

47. CI601 SITE SIGNAGE SCHEDULE

48. CI701 COLUMBARIUM NUMBERING PLAN

49. CI702 COLUMBARIUM ELEVATIONS 1

50. CI703 COLUMBARIUM ELEVATIONS 2

51. CI704 COLUMBARIUM ELEVATIONS 3

52. CI705 COLUMBARIUM ELEVATIONS 4

53. CI706 COLUMBARIUM ELEVATIONS 5

54. CI707 COLUMBARIUM ELEVATIONS 6

55. CI708 COLUMBARIUM DETAILS 1

56. CI709 COLUMBARIUM DETAILS 2

57. CI710 COLUMBARIUM DETAILS 3

58. CI711 COLUMBARIUM DETAILS 4

59. CI712 COLUMBARIUM DETAILS 5

60. CI713 COLUMBARIUM DETAILS 6

61. CI714 COLUMBARIUM DETAILS 7

62. CI715 COLUMBARIUM DETAILS 8

63. CI716 COLUMBARIUM DETAILS 9

64. CI717 COLUMBARIUM DETAILS 10

65. LP101 LANDSCAPE PLAN - AREA 1 (CLIN 2- BID OPT 1)

66. LP102 LANDSCAPE PLAN - AREA 2

67. LP103 LANDSCAPE PLAN - AREAS 3 & 4 (CLIN 2- BID OPT 1)

68. LP401 COLUMBARIUM LANDSCAPE ENLARGEMENT PLAN

69. LI100 IRRIGATION NOTES & LEGENDS

70. LI101 IRRIGATION DEMOLITION & LAYOUT PLAN

71. LI501 IRRIGATION DETAILS 1

72. LI502 IRRIGATION DETAILS 2

73. S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

74. SS101 COLUMBARIUM AND RETAINING WALL FOUNDATION PLAN

75. S-301 COLUMBARIUM AND RETAINING WALL DETAILS AND SECTIONS 1

76. S-302 COLUMBARIUM AND RETAINING WALL DETAILS AND SECTIONS 2

77. FA001 FIRE ALARM LEGENDS & SYMBOLS (CLIN 2- BID OPT 1)

78. FA101 SERVICE BUILDING PLAN - FIRE ALARM - DEMOLITION AND NEW WORK (CLIN 2- BID OPT 1)

79. FA102 ADMIN BUILDING PLAN - FIRE ALARM - DEMOLITION AND NEW WORK (CLIN 2- BID OPT 1)

80. GI200 SYMBOLS, ABBREVIATIONS & NOTES - ARCHITECTURE

81. GI300 GENERAL NOTES - ARCHITECTURE

82. GI301 TYPICAL MOUNTING HEIGHTS - ARCHITECTURE (CLIN 2- BID OPT 1)

83. GC150 EXISTING CONDITIONS PLANS - ADMINISTRATION BUILDING

84. GC151 EXISTING CONDITIONS PLANS - COMMITTAL SHELTER

85. GC152 EXISTING CONDITIONS PLANS - SERVICE BUILDING

86. GC153 EXISTING CONDITIONS PLANS - MATERIAL AND EQUIPMENT STORAGE (CLIN 3-BID OPT 2)

87. AD100 OVERALL ADMINISTRATION BUILDING- DEMOLITION FLOOR & ROOF PLAN

88. AD105 OVERALL COMMITTAL SHELTER- DEMOLITION PLANS & DETAILS

89. AE100 SERVICE BUILDING - DEMO & NEW WORK FLOOR PLAN (CLIN 2- BID OPT 1)

90. AE101 SERVICE BUILDING - REFLECTED CEILING PLAN (CLIN 2- BID OPT 1)

91. AE102 OVERALL SERVICE BUILDING DEMO & NEW ROOF PLAN (CLIN 3- BID OPT 2)

92. AE103 SERVICE BUILDING ELEVATIONS

93. AE104 ADMINISTRATION BUILDING - NEW WORK FLOOR PLAN (CLIN 2- BID OPT 1)

94. AE105 ADMINISTRATION BUILDING - NEW WORK ROOF PLAN (CLIN 3- BID OPT 2)

95. AE106 ADMINISTRATION BUILDING AND ENTRANCE WALL ELEVATIONS

96. AE107 OVERALL MATERIAL STORAGE - DEMOLITION ROOF PLAN (CLIN 3- BID OPT 2)

97. AE108 OVERALL EQUIPMENT STORAGE - NEW ROOF PLAN

98. AE109 OVERALL COMMITTAL SHELTER - NEW WORK PLANS AND DETAILS

99. AE110 OVERALL CARILLON STRUCTURE - DEMOLITION ROOF PLAN

100. AE200 INTERIOR ELEVATIONS, DOOR SCHEDULE & DETAILS (CLIN 2- BID OPT 1)

101. AE301 WALL TYPES & DETAILS (CLIN 2- BID OPT 1)

102. AE400 ROOF DETAILS (CLIN 3- BID OPT 2)

103. P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS (CLIN 2- BID OPT 1)

104. PP101 PLUMBING FLOOR PLAN - PRESSURE PIPING (CLIN 2- BID OPT 1)

105. P-501 PLUMBING DETAILS (CLIN 2- BID OPT 1)

106. P-601 PLUMBING SCHEDULES (CLIN 2- BID OPT 1)

107. M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS (CLIN 2- BID OPT 1)

108. M-101 MECHANICAL SERVICE BUILDING PLANS - HVAC (CLIN 2- BID OPT 1)

109. M-102 MECHANICAL EQUIPMENT STORAGE BUILDING PLANS - FUEL TANK (CLIN 2- BID OPT 1)

110. M-501 MECHANICAL DETAILS (CLIN 2- BID OPT 1)

111. M-601 MECHANICAL SCHEDULES (CLIN 2- BID OPT 1)

112. M-701 MECHANICAL CONTROLS (CLIN 2- BID OPT 1)

113. E-001 ELECTRICAL LEGENDS & SYMBOLS (CLIN 2- BID OPT 1)

114. E-002 ELECTRICAL GENERAL NOTES (CLIN 2- BID OPT 1)

115. E-101 SERVICE BUILDING PLANS- ELECTRICAL - DEMOLITION AND NEW WORK (CLIN 2- BID OPT 1)

116. E-102 ADMIN BUILDING PLAN - ELECTRICAL - DEMOLITION AND NEW WORK (CLIN 2- BID OPT 1)

117. E-501 ELECTRICAL DETAILS (CLIN 2- BID OPT 1)

118. E-601 ELECTRICAL SCHEDULES (CLIN 2- BID OPT 1)

119. T-001 TECHNOLOGY LEGEND, ABBREVIATIONS & GENERAL NOTES (CLIN 2- BID OPT 1)

120. T-101 SERVICE BUILDING PLANS- TECHNOLOGY- DEMOLITION & NEW WORK (CLIN 2- BID OPT 1)

121. T-501 TECHNOLOGY - DETAILS (CLIN 2- BID OPT 1)

0 50

100 kilometers

100 miles

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

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

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.G I00

1.2

0-

CO

VE

R.

DW

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

GI001

COVER SHEET

CONSTRUCTION DOCUMENTS (CD) SUBMISSION

PROJECT NUMBER 842CM3027

FAYETTEVILLE NATIONAL CEMETERY

WASHINGTON COUNTY, ARKANSAS

DRAWING INDEX

VICINITY MAP

(NTS)

REGIONAL MAP

1"=50 MILES

TOTAL

NUMBER OF

GRAVESITES

GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

IN-GROUND

CREMAIN SITES

(4'X4') PLOTS

CREMAIN PLOTS

2,1601,320840

U.S. Department of Veterans Affairs

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

DBH / JBD JTM

WASHINGTON COUNTY

PROJECT SITE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

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

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.G I00

2.2

0-

GE

NE

RA

L

NO

TE

S, S

YM

BO

LS

A

ND

A

BB

RE

VI

AT

IO

NS

.D

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

GI002

GENERAL NOTES, SYMBOLS

& ABBREVIATIONS

DBH / JBD JTM

GENERAL NOTES

1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD BY BLEW SURVEYING ENGINEERING

ENVIRONMENTAL ON NOVEMBER 20, 2024.

2. SEE THIS SHEET FOR LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

3. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED

BURIALS.

4. DUE TO 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 OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY

AS REQUIRED.

5. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

6. 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 PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE.

THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

7. A GEOGRAPHICAL REPORT OF THE SITE WAS PROVIDED BY McCLELLAND CONSULTING ENGINEERS INC. ON OCTOBER 20, 2024.

CONSTRUCTION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND

NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED

OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S.

DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE ARKANSAS DEPARTMENT OF TRANSPORTATION

CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT ARKANSAS 811 AT 800-482-8998 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

4. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER.

5. THESE DRAWINGS DO NOT CONSTITUTE A GUARANTEE OF THE ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE DESIGNERS OF RECORD, SO THAT APPROPRIATE REVISIONS IF

WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS

SPECIFIED BY A QUALIFIED GEOGRAPHICAL ENGINEERING FIRM.

7. DURING DIGGING OF TEST HOLES THE CONTRACTOR SHALL UTILIZE EXCAVATION METHODS THAT WILL LIMIT DAMAGE TO EXISTING UNDERGROUND UTILITIES. METHODS SHALL INCLUDE, BUT NOT BE LIMITED TO, HYDRO EXCAVATION AND/OR

HAND DIGGING.

8. ALL TESTS, STUDIES, ETC., SEE SPECIFICATIONS FOR REQUIREMENTS.

9. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

10. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION

AND SEDIMENT CONTROL PLANS FOR PHASING AND DETAILS.

11. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL

BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CHANGES OR

CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.

13. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN

AND DUST FREE CONDITION AT ALL TIMES.

14. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION

ACTIVITIES.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONTRACTIBILITY IMPOSSIBLE.

ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE CONTRACTING

OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

18. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR, COR, AND THE CONTRACTING OFFICER TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE COR

AND CONTRACTING OFFICER AT LEAST TWO DAYS IN ADVANCE.

19. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON

SITE.

20. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO

THE EXISTING ROADS SHALL BE REPAIRED AT NO COST TO THE OWNER.

21. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

22. THE CONTRACTOR IS TO NOT STORE OR STOCKPILE ANY MATERIAL OVER 4 FEET HIGH WITHIN 10 YARDS OF BURIAL

SECTIONS. DAMAGES TO AREAS WILL BE RECTIFIED AT THE CONTRACTORS EXPENSE

23. THE CONTRACTOR SHALL MARK CRYPT FIELD EDGES WITH TEMPORARY DRIVEN 5-FOOT TALL LATHES & SIGNAGE FOR

EASY IDENTIFICATION BY VEHICLES. SIGNAGE SHALL BE PLACED MINIMUM 50' APART AND SHALL STATE "MAX 12,000 LB

AXLE LOAD".

24. LIMITS OF EXISTING BURIAL SECTIONS SHOWN ARE APPROXIMATE.

STANDARD ABBREVIATIONS:

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CREMAINS

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVER BANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

MAIN CEMETERY ENTRANCE

MAINTENANCE ENTRANCE

MAINTENANCE ACCESS PATH AND GATE

U.S. FLAG POLE

CARILLON; SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

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

MAINTENANCE SHED

MASTERPLAN RIGHT-OF-WAY

N/F: MAYER JAMES & BETTY TRUST

1082 S HILL AVE

FAYETTEVILLE, AR 72701

APN: 765-12531-000

SURVEY BOUNDARY

EXISTING COLUMBARIUM

NATIONAL STREET

DU

NN

A

VE

S.

L

T.

C

O L.

L

ER

O Y

PO

ND

A

VE

NU

E

HILL AVE

11TH STREET

DU

NN

A

VE

SECTION 23SECTION 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

HILL AVE

11TH STREET

PRO

PERTY LINE

MAINTENANCE

COMPLEX

PROPERTY LINE

MAINTENANCE ACCESS GATE

APPROXIMATE LOCATION OF

STORMWATER MANAGEMENT

APPROXIMATE LIMIT OF EXISTING

BURIAL SECTIONS, TYP.

N/F: DELONA TUTTLE

628 W 11TH ST

FAYETTEVILLE, AR 72701

APN: 765-12534-000

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

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

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.V L1

.20

EX

IS

TI

NG

C

ON

DI

TI

ON

S

PL

AN

.D 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

DBH JTM

VL100

EXISTING CONDITIONS PLAN

EXISTING DECORATIVE FENCE

PROPERTY LINE

RIGHT OF WAY LINE

SURVEYED BOUNDARY

EXISTING CHAIN LINK FENCE

NORTHSCALE: 1" = 50'

10 30 500

LEGEND

PROPERTY LINE

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

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

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.V L1

.20

- S

UR

VE

Y

BO

UN

DA

RY

_T

OP

OG

RA

PH

Y.

DW

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 JTM

VL101

BOUNDARY / LIMITED TOPOGRAPHY

SURVEY 1

NTS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

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

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.V L1

.20

- S

UR

VE

Y

BO

UN

DA

RY

_T

OP

OG

RA

PH

Y.

DW

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 JTM

VL102

BOUNDARY / LIMITED TOPOGRAPHY

SURVEY 2

10 5 10 15 2020 0

Scale: 1" = 20'

SURVEY NOTE:

1. EXISTING CONDITIONS SURVEY ARE BASED ON A SURVEY COMPLETED BY BLEW & ASSOCIATES, TITLED “BOUNDARY/LIMITED TOPOGRAPHIC SURVEY” DATED JANUARY 7, 2025. SEE SHEET V101

FOR SURVEY NOTES AND REFERENCE DOCUMENTS USED WHILE PREPARING THE SURVEY.