S02_Attachment 5_842CM3027_FYNC_Drawings.pdf
PDF 20 MB Posted
- Attached to
- Y1PZ--Fayetteville National Cemetery, Columbaria and In-ground Cremains Burial Expansion (VA-25-00092710)
- Solicitation number
- 36C78626B0001
About this file
Summary of Bid Documents - Fayetteville National Cemetery Columbarium and In-Ground Cremains Burial Expansion
This is a comprehensive set of architectural and engineering bid documents for the Fayetteville National Cemetery Columbarium and In-Ground Cremains Burial Expansion project in Fayetteville, Arkansas. The project is managed by the U.S. Department of Veterans Affairs, Office of Design and Construction Service, with the joint venture of Integrity Federal Services and The LA Group serving as the architect/engineer of record. The documents include detailed design drawings, specifications, and site plans covering site details, grading and drainage plans for multiple areas, storm sewer infrastructure, exterior signage inventory and demolition plans, and site furnishing layouts. Project number 842CM3027 was issued May 20, 2025, and represents multiple contract line items (CLINs) including a base bid and optional bid items (CLIN 2 - BID OPT 1).
The project involves comprehensive site infrastructure improvements across four main areas, including grading and drainage design with storm pipe installation, underdrain systems, catch basins, and manhole adjustments. Work includes construction of decorative and chain-link fencing, light-duty concrete mow strips and ramps, stone mulch applications, and site-wide landscape modifications. Signage scope includes removal of existing traffic regulatory and identification signs throughout the cemetery with installation of new directional, informational, and traffic control signage. The documents specify 316LN stainless steel components with #6 fine brush finish for railings, concrete pavement requirements with maximum cross-pitch standards, ADA compliance for accessible routes and door thresholds, and hand excavation requirements within utility and tree protection zones. Site work must maintain existing drainage systems, comply with OSHA slope standards, and include topsoil management and landscape restoration.
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
6"
1'-6"
R2"
R3 7 8"
1/2"Ø WEEP
HOLE AT POSTS,
TYP.
FISH-MOUTH JOINT, TYP.; FULL
WELD, GROUND SMOOTH
1.9" O.D. 316LN STAINLESS STEEL, #6
FINE BRUSH FINISH, ENSURE SMOOTH
FINISH. TYP.
EMBED POST IN
CONCRETE PAVEMENT,
PROVIDE FLANGE, TYP.
NOTE:
1. SEE GRADING PLAN FOR ELEVATIONS.
2. MANUFACTURER TO FIELD VERIFY
ELEVATIONS & DIMENSIONS PRIOR TO
FABRICATION.
CS512
4'-1012"4'-1012"4'-1012"4'-1012" 6"
5'
6" 4'-1012"4'-1012"4'-1012"4'-1012"
6" 1'-6"
R2"
R3 78 "
20'-6"20'-6" 49'
EXPANSION JOINT
1'- 0"
M
IN
2"
DIA.
CONCRETE SIDEWALK
CORE DRILLED POST, EPOXY
IN PLACE AND EXTEND TO
GRAVEL SUBBASE
RAILING POST
S.S. FLANGE & CANOPY
CENTERLINE RAILING POST
1/2"Ø WEEP HOLE
0'- 1" 3
CS512
S.S. THRU BOLT & NUT,
TYP.
6" TYP.
2" M
IN
6"
PLAN
SLOPED FACE
FLANGE CANOPY
POST OPENING
R1"
R178"
R29
16" CORE DRILLED POST,
NON-SHRINK GROUT
RAILING POST
3 16
5 8"
SECTION
NOTES:
1. FLANGE TO BE 316 STAINLESS STEEL, #6 FINE BRUSH FINISH
CONCRETE
STONE MULCH
2' WIDE LIGHT DUTY
CONCRETE MOW STRIP
VARIES
SEE PLAN
7'-0"
LIGHT DUTY CONCRETE
RAMP
SE
E
DE
TA
IL
1/
CS
DECORATIVE FENCE
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
.C S5
SI
TE
D
ET
AI
LS
.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
SITE DETAILS 3
CS512
27CPAJDB
Scale: NTS
RAMP1
Scale: NTS RAIL POST SETTING2 Scale: NTS
POST FLANGE SECTION AND PLAN3
Scale: NTS
RAMP CROSS SECTION4
T10 T11
T13
T14
T22 è
D
E
DYH
G
S
W
W
WV
S L
T C
O L
LE
R
O Y
P O
N D
A V
E N
U E
' A
S P
H A
LT
P
A V
E M
E N
T V
A R
IA
B
LE
W
ID
TH
P U
B
LI
C R
IG
H
T- O
F- W
A Y
D O
C U
M E
N T
N O
. 2
1-
NATIONAL STREET30' ASPHALT PAVEMENT40' PUBLIC RIGHT-OF-WAYDOCUMENT NO. 2011-00033075
GPGP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SMH #6
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
DMH #9
SD
SD
SD
SD
SD
SD
SD
SD
SD
GI #10
SD SD
GI #11
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
G A
TE
GATE
GP
GP
GP
GATE
COLUMN
(TYPICAL)
C O
N C
R E
TE
NG
NG
NG
TBM #4
CONCRETE
ADA MAT
GP
GATE
COLUMN
(TYPICAL)
WALL
WALL
WALL
STEPS
COLUMN
(TYPICAL)
1260'
1261'
1263'
1265'
1266' 1267'
1267'
NATIONAL STREET
DU
NN
A
VE
S.
L
T.
C
O L.
L
ER
O Y
PO
ND
A
VE
NU
E
DU
NN
A
VESECTION 23
ADMINISTRATION / PIC / RESTROOM BUILDING
(BLDG. NO. 101)
(1266.60)(1266.80)
(1268.10)
(1267.60)
(1267.60)
(1267.70)
(1268.4)
(1267.80)
(1267.80) (1267.40)
(1266.80)
(1265.80)
(1265.40)
(1266.60)
(1264.50)
(1264.80)
(1261.80)
(1261.10)
(1259.50)
B rick C olum n (Typ)
B rick C olum n (Typ)
MEET EXISTING ASPHALT
PAVEMENT FLUSH
MATCH EXISTING GRADES
FLUSH, TYP.
MATCH EXISTING
BOTTOM OF STEP
SET PAVERS FLUSH TO
GRATE CORNERS, TYP.
MEET EXISTING ASPHALT
PAVEMENT FLUSH
MATCH EXISTING CURB
AND LAWN ELEVATIONS
AND PROVIDE
CONSISTENT CROSS
SLOPE, TYP.
MATCH EXISTING
CURB AND LAWN
ELEVATIONS AND
PROVIDE CONSISTENT
CROSS SLOPE, TYP.
MATCH EXISTING
ELEVATIONS ALONG SIGN
MATCH EXISTING CURB
AND GUTTER FLUSH
LIMIT OF DISTURBANCE
LINE, TYP.
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
.C G1
GR
AD
IN
G
AN
D
DR
AI
NA
GE
P
LA
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
DBH CPA
CG101
GRADING AND DRAINAGE PLAN -
AREA 1 (CLIN 2 - BID OPT 1)
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING STORM PIPE
1265'
KEY PLANKEY PLAN
SCALE: 1" = 10'
52 100
KEY PLAN
N
PROPOSED SPOT ELEVATION
PROPOSED SPOT ELEVATION TO
MATCH EXISTING
1266.00
(1266.00)
LEGEND
NORTH
1. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO
OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
2. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO
CONTINUING WORK.
3. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES.
4. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN
OTHERWISE.
5. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING.
6. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF
STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.
7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO
ADDITIONAL COST TO OWNER.
8. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.
9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH
SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES.
10. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT
MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND.
11. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING.
12. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS
OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS
AT ALL TOP AND BOTTOM OF SLOPES.
14. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND
APPROVED BY OWNER'S REPRESENTATIVE.
15. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED.
16. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT
(VERTICAL) ON 3 FOOT (HORIZONTAL).
GRADING NOTES:
T1
T9 T13
T14
T15
T16
T17
T20
T21
T22T23
T24
T25
T26
T27
T28
T29
T30
T31
T32T33
T34
T35
T36 T37 T38
T39
T41
T42 T43
T44
T45
T46
T47
T48
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD
SD SD SD SD SD SD
D
D D
D
D
D
G
S
S
S
S
W
W W W
W
WV
WV
WV
WV
WV
WV WV
WV WV
WV
WV
WV
WV
WV
WV
WV WV
WV
VACANT LAND
TOTAL AREA:
17,736 SQ. FEET ±
0.407 ACRES ±
APN: 765-14945-000
N/F: SCHLUMP GRETCHEN J
898 S HILL AVE,
FAYETTEVILLE, AR 72701
APN: 765-14944-000
N/F: UNITED STATES OF AMERICA
1000 S LT COL LEROY POND AVE,
FAYETTEVILLE, AR 72701
APN: 765-14947-000
GP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SMH #1
SMH #5
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SMH #6
SS
DMH #1
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
DMH #3
DMH #4
SD
SD
SD
SD
SD
SD
DMH #5
DMH #6
GI #1
GI #2
GI #3
R /W
DMH #7
SD
SD
SD
SD
SD
SD
SD
SD
GI #5
GI #8
SD
SD
SD
GI #9
SD
GI #11
R
/WC
/L
C /L
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
G A
TE
GATE
GP
GP
COLUMN
(TYPICAL)
GP
GP
GPGPGATE
GP
GP
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
GRAVEL
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
GRAVEL
GRAVEL
GRAVEL
C O
N C
R E
TE
C O
N C
R E
TE
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUNDNATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUNDNATURAL
GROUND
ASPHALT
OVERHANG
C O
N C
R E
TE
GMK
TBM #1
TBM #2
G A
TE
GP
GATE
D
SPEED TABLE
N A
TU
R
A L
G R
O U
N D
WALL
WALL
H
IL
L A
V E
N U
E
' A S
P H
A
LT
P A
V E
M E
N T
' P
U B
LI
C
R
IG
H T-
O F-
W A
Y D
O C
U M
E N
T N
O . 2
9-
FOUND RAILROAD SPIKE
FOUND 5/8" REBAR (BENT)
9'
SS
SS
SS
SS
SS
SS
SS
N/F: UNITED STATES OF AMERICA
950 S HILL AVE,
FAYETTEVILLE, AR 72701
APN: 765-14946-000
N/F: UNITED STATES OF AMERICA
976 S HILL AVE,
FAYETTEVILLE, AR 72701
APN: 765-14948-000
P.O.B.
FILE NO. 2019-00023245
FOUND 1" IRON PIPE
GI #15
GI #14
MH
MH
MH
DMH #2
G A
TE
1242'
1240'
1239'
1238' 1237'
1241'
1240'
1239'
1241'
1241'
1243'
1244'
1245'
1244'
1244'
1243'
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'
FOUND CONCRETE MONUMENT
SMH #2
1243'
1243'
1242'
1241'
1240' 1239'
1238'
1237' 1236'
1235'
1240.60
1242.20
1240.50
1240.30
1240.30
1240.10
12451244
S.
L
T.
C
O L.
L
ER
O Y
PO
ND
A
VE
NU
E
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
1242.60
ME:1242.50
(1267.70)
(1268.4)
(1267.80) (1267.40)
(1266.80)
(1265.80) (1265.40)
(1266.60)
(1264.50)
(1264.80)
(1261.80)
(1261.10)
(1259.50)
1243.20
1242.30
1242.90
1243.90
1244.801244.50
INV: 1241.20
HI
LL
A
VE
INSTALL TRASH
RACK ON EXISTING
INLET
REGRADE SWALE TO
PROVIDE POSITIVE
SLOPE TO EXISTING
STORM STRUCTURE
4" PERFORATED HDPE
UNDERDRAIN WITH SAND
TRENCH
STONE
MULCH (± 34")
4" DEEP.
MATCH
EXISTING
STONE
COLOR.
REGRADE SWALE TO PROVIDE POSITIVE
DRAINAGE TO EXISTING STORM STRUCTURE,
MIN 2% SLOPE
4" PERFORATED HDPE
UNDERDRAIN WITH
SAND TRENCH
CONNECT 4" PERFORATED PIPE
INTO EXISTING CATCH BASIN
INV: 1240.40
EXTEND CONCRETE APRON TO
FENCELINE ALONG DRAINAGE PATH
CONCRETE WALK TO
MATCH EXISTING
CURB FLUSH
SEE GRADING
ENLARGEMENT PLAN
CG401
CG501
CG501
CG501
2% SLOPE
MATCH EXISTING
GRADE AT CATCH
BASIN COVER
INSTALL 2'
WIDE STONE
TRENCH
WITH 6"
PERFORATED
PIPE ALONG
BACKSIDE
OF EXISTING
CONCRETE
CURB
2%MAX
CG501
CLIN 2 - BID OPT 1
L-O-D, TYP.
BASE BID, TYP.
CLIN 2 - BID
OPT 1 L-O-D
LINE, TYP.
CG501
D D
DYH
S
W
WV
WV
H
IL
L A
V E
N U
E
' A S
P H
A
LT
P A
V E
M E
N T
' P
U B
LI
C
R
IG
H T-
O F-
W A
Y D
O C
U M
E N
T N
O . 2
9-
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SMH #3
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
DMH #10
DMH #11
SD
GI #4
GI #6
SD
SD
SD
SD
SD
SD
SD
GI #7
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
NATURAL
GROUND
S
4°
'1 5"
W
.5
5' (M
N
O R
TH
C H
A
IN
S , 2
LI
N K
S (R
1)
N/F: UNITED STATES OF AMERICA
1048 S HILL AVE,
FAYETTEVILLE, AR 72701
APN: 765-12529-000
BOC:1243.7'
BOC:1243.1'
BOC:1242.3'
BOC:1241.9'
BOC:1241.6'
BOC:1241.7'
B O
C :1
1.
9' B
O C
:1
1.
7'
BOC:1242.5'
BOC:1242.6'
BOC:1242.0'
BOC:1241.9'
BOC:1241.8'
BOC:1242.2'
BOC:1242.9'
BOC:1243.6'
BOC:1244.3'
B O
C :1
3.
7'
B O
C :1
2.
6'
B O
C :1
1.
6'
FL:1243.4'
FL:1242.8'
FL:1242.1'
FL:1241.6'
FL:1241.3'
FL:1241.5'
FL:1241.2'
FL
:1
1.
8'
FL
:1
1.
6'
FL:1242.3'
FL:1242.2'
FL:1241.7'
FL:1241.7'
FL:1241.6'
FL:1241.9'
FL:1242.7'
FL:1243.3'
FL:1244.1'
FL:1233.8' FL
:1
3.
5'
FL
:1
2.
3'
FL
:1
1.
3'
FL:1232.3'
FL:1231.3'
FL:1230.5'
FL:1229.7'
E A
:1
3.
5'
EC:1241.6'
EC:1241.3'
EC:1241.4'
EC:1241.3'
EC:1241.3'
EC:1241.2'
EC:1241.2'EC:1241.7'
E C
:1
2.
0'
EC:1241.8'
EC:1232.8'
EC:1233.1'
EC:1233.8'
E C
:1
5.
0'
EC:1235.7'
E C
:1
6.
3'
EC:1234.1'
EC:1234.1'
EC:1232.8'
EC:1232.9'
EC:1233.5'
E C
:1
4.
7'
E C
:1
5.
4'
EC:1232.6'
EC:1232.1'
EC:1231.9'
EC:1231.5'
EC:1231.2'
EC:1231.1'
EC:1230.7'
EC:1229.7'
NG:1239.8'
NG:1240.5'
NG:1241.2'
NG:1241.2'
NG:1241.0'
NG:1240.0'
NG:1240.1'
NG:1239.8'
NG:1238.3'
NG:1237.0'
NG:1235.1'
NG:1235.0'
NG:1236.8'
NG:1238.8'
NG:1239.2'
NG:1239.1'
NG:1241.7'
NG:1241.7'
NG:1241.4'
NG:1242.0'
NG:1242.7'N
G
:1232.3'
C R
:1
2.
3'
CR:1242.3'
CR:1241.5'
CR:1242.1'
CR:1242.5'
CR:1243.2'
CR:1243.8'
C R
:1
4.
2'
CR:1233.1'
C R
:1
2.
1'
CR:1231.4'
CR:1230.6'
NG:1242.2'
NG:1241.7'
NG:1241.5'
N G
:1
1.
4'
NG:1241.3'
NG:1241.5'
NG:1241.8'
NG:1242.0'
NG:1241.9'
NG:1241.9'
NG:1237.0'
NG:1237.3'
NG:1237.2'NG:1237.3'
NG:1237.2'
N G
:1
7.
1'
NG:1237.2'
NG:1237.2'
NG:1238.9'
NG:1238.7'
NG:1237.3'
NG:1237.2'
NG:1237.4'
NG:1237.7'
NG:1237.5'
NG:1238.9'
NG:1238.1'
NG:1236.5'
NG:1234.8'
NG:1236.3'
NG:1234.6'
NG:1234.5'
NG:1236.2'
NG:1236.7'
NG:1235.6'
NG:1233.8'
NG:1233.4'
NG:1233.3'
NG:1232.6'
NG:1233.7'
N G
:1
4.
8'
NG:1235.6'
N G
:1
6.
2'
N G
:1
3.
4'
NG:1233.9'
N G
:1
5.
1'
N G
:1
4.
6'
N G
:1
1.
2'
N G
:1
3.
3'
N G
:1
2.
6'
N G
:1
0.
6'
NG:1232.4'
N G
:1
2.
4'
N G
:1
2.
7'
NG:1233.5'
NG:1233.8'
NG:1233.6'
TA
:1
2.
0'
TA
:1
1.
6'
TA:1242.3'
TA:1242.2'
TA:1241.7'
TA:1242.7'
TA:1243.3'
TA:1244.1'
BOC:1230.6'
FL:1230.3'
BOC:1231.2'
FL:1230.9'
NG:1243.0'
GUY
POLE
MH
MH
MH
MH
MH
MH
C
1231'
1238' 1239' 1240'
1241'
1235'
1236'
1237'
1234'
1233'
1242'
1235' 1234'
1233'
1232'
1239.49
1239.39
1241.37
1241.27
HILL AVE
SECTION 31
SECTION 32
SECTION 33
HILL AVE
YH
W
V
SEE GRADING
ENLARGEMENT
PLAN CG401
CONCRETE WALK TO
MATCH EXISTING
SIDEWALK FLUSH
BASE BID L-O-D, TYP.
2% MAX CROSS
PITCH
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
.C G1
GR
AD
IN
G
AN
D
DR
AI
NA
GE
P
LA
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
DBH CPA
CG102
GRADING AND DRAINAGE PLAN -
AREA 2
PROPOSED CONTOURS
PROPERTY LINE
EXISTING CONTOURS
PROPOSED STORM PIPE
EXISTING STORM PIPE
1265'
SAND DRAINAGE TRENCH
PROPOSED UNDERDRAIN
LEGEND
KEY PLAN
NORTH
Scale: 1"=20'
AREA 2: NORTH1
Scale: 1"=20'
AREA 2: SOUTH2
SCALE: 1" = 20'
SCALE: 1" = 20'
MATCHLINE SEE THIS DRAWING
MATCHLINE SEE THIS DRAWING
N
MASTER PLAN RIGHT-OF-WAY LINE
G
AS
G
AS
G
AS
AC
COCO
COCO
E
E
G
S
T
W
W
WV
GP GP
GP GP
SSSSSSSS
SS
SS
GI #14
SD
SD
SD
GI #12
SD
SDSD
SD
18" RCP
INV. ELEV.= 1,243.4'
GP
GP
1245'
1253' 1250'
1251'
1249'
1249'
1248'
1247'1245'
1246'
1247'
1244'1243'
1248'
1248'
' 1249'
1255'
1256'
1257'
1259'
MAINTENANCE
COMPLEX
SECTION 30A
EQUIPMENT
STORAGE BUILDING
(BLDG. NO. 3003)
MATERIAL STORAGE
BUILDING (BLDG. NO. 3002)
SERVICE BUILDING
(BLDG. NO. 3001)
(1248.50)
(1248.70)
(1248.10)
TC:1249.00
BC:1248.70
TC:1248.75
BC:1248.45
TC:1248.60
BC:1248.30
TC:1248.30
BC:1248.00
TC:1247.95
BC:1247.65
(1249.60) (1250.40)
(1250.70)
(1251.40)
(1252.10)TC:1250.50
BC:1250.20
TC:1251.00
BC:1250.70
TC:1251.30
BC:1251.00
TC:1251.80
BC:1251.50
MATCH EXISTING GRADE
MATCH EXISTING GRADE
MATCH EXISTING PAVEMENT
FLUSH, TYP.
MATCH EXISTING
CURB FLUSH,
TYP.
CLIN 2 - BID OPT 1
L-O-D LINE, TYP.
CLIN 2 - BID OPT 1
L-O-D LINE, TYP.
DDMH #7
SD
SD
SD
SD
SD
SD
SD
SD
GI #8
SD
SD
SD
SD
SD
SD
GI #9
1250'
1251'
1252'
COMMITTAL
SERVICE SHELTER
(BLDG. NO. 4801)
SECTION 25
STONE MULCH (± 3
4") 4"
DEEP. MATCH EXISTING
STONE COLOR.
SECTION 28
INSTALL 2' WIDE STONE
TRENCH WITH 6"
PERFORATED PIPE ALONG
BACKSIDE OF EXISTING
CONCRETE CURB
4" PERFORATED HDPE
UNDERDRAIN WITH SAND
TRENCH
CG501
CG501
WYE 4" PIPE INTO
EXISTING 18" RCP PIPE
TEE 6" PIPE INTO
EXISTING 18" RCP PIPE
CG501
CLIN 2 - BID OPT 1 L-O-D
LINE, TYP.
AREA 4
AREA 3
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
.C G1
GR
AD
IN
G
AN
D
DR
AI
NA
GE
P
LA
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
DBH CPA
CG103
GRADING AND DRAINAGE PLAN -
AREAS 3 & 4 (CLIN 2 - BID OPT 1)
Scale: 1"=10'
AREA 3: MAINTENANCE COMPLEX1
PROPOSED CONTOURS
EXISTING CONTOURS
PROPOSED STORM PIPE
EXISTING STORM PIPE
1265'
STONE DRAINAGE TRENCH
N
52 100
SCALE: 1" = 10'
Scale: 1"=10'
AREA 4: COMMITTAL SHELTER2
NORTH
LEGEND
KEY PLAN
52 100
SCALE: 1" = 10'
PROPOSED UNDERDRAIN
STONE MULCH
SAND DRAINAGE TRENCH
D D
D
W V
D M
H
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
D M
H
SD
SD
G P
G P
G M
K
D M
H
1241'
1241' 1240'
1243.87 1242.27
1243.00
1243.06 1242.73
1242.92
1242.72
1242.60
1243.07
1242.93 1242.90 1242.84 1240.98 1240.92
1239.52
1239.55
1239.451241.031241.09
1242.72
1242.60 1242.12
1242.50
1242.351242.39
1239.82
1239.30
1239.95 1240.15
1240.02
1242.76
1243.41
1242.86
CB-1
RIM: 1242.12
INV. OUT:1239.90
CORE INTO EXISTING
DRAINAGE STRUCTURE
INV (N).: 1236.00
INV. (S):±1232.10
8" HDPE
M
AT
CH
V
IE
W
1M
ATCH VIEW
UNDERDRAIN
CLEANOUT, TYP.
4" PERFORATED HDPE
COLUMBARIUM
FOOTING DRAIN
TRANSITION TO 4" HDPE
SOLID PIPE, TYP.
7.9% 1.2% 6.7%
GC501
1.7%, TYP.
REMOVE EXISTING FRAME, COVER,
AND CONCRETE RISER. LOWER
RIM ELEVATION TO BE FLUSH WITH
FINISHED GRADE, ADD NEW
RISERS AS NECESSARY, AND
REINSTALL FRAME AND COVER
GC501
GC501SEE COLUMBARIUM
ELEVATION PLAN FOR
FINISH GRADE ELEVATIONS
UNDERDRAIN
CLEANOUT, TYP.
GC501
UNDERDRAIN
CLEANOUT, TYP.
GC501
WYE INTO
PIPE, TYP.
D D
D
Y H
G
W V
W V
SS
SS
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
D M
H
D
M H
SD
SD
SD
SD
G
I #
G P
M H
M
HM
H
SD
M
H
M H
M H
1236' 1235' 1234'
1233' 1232'
1239'
1238'
1237' 1236'
1235' 1234' 1233'
MEG1238.80
MEG1238.90MEG1238.80 MEG1238.90
1234.34
1238.12
1239.40 1238.58
1238.37
1238.56
1238.27 1238.19
HP1237.87
1238.47
HP1237.77
1238.23
1237.99 1237.79
1238.21
1238.10
1238.15
1238.04
1238.13 1237.80 1237.78
1237.69
1237.67 1237.61
1236.81
1236.77
1237.81
1237.76
HILL AVEHILL AVE
1237.19
1236.55
1239.75
1239.88
1238.24 1238.28
HP1237.49
1237.74 1237.68
1237.81
1238.62
1237.72
1237.661237.65
1237.65
1237.40 1237.28
HILL AVE.
CB-5
RIM: 1237.00
INV. IN: 1234.05
INV. OUT: 1233.95
CB-4
RIM: 1237.13
INV. OUT: 1234.10
CB-3
RIM: 1237.25
INV. OUT: 1233.00
REMOVE EXISTING
GRATE, INSTALL NEW
TOP SLAB AND COVER
RIM:1238.00
CB-2
RIM: 1237.50
INV. OUT: 1233.30
CORE INTO EXISTING STORM PIPE
INV: 1233.06
CORE INTO EXISTING STORM PIPE
INV: 1232.73
CORE EXISTING STORM STRUCTURE
TO ACCEPT NEW STORM PIPE
INV.: 1233.69
12" HDPE
12" HDPE
12" HDPE
M
AT
CH
V
IE
W
1M
ATCH VIEW
UNDERDRAIN
CLEANOUT, TYP.
UNDERDRAIN
CLEANOUT, TYP.
TRANSITION TO 6" HDPE
SOLID PIPE
6" PERFORATED HDPE
COLUMBARIUM
FOOTING DRAIN
GC501
6" PERFORATED HDPE
COLUMBARIUM
FOOTING DRAIN
4" HDPE PIPE CONNECT
TO FLOWER WATERING
STATION UNDERDRAIN
4" HDPE PIPE CONNECT
TO FLOWER WATERING
STATION UNDERDRAIN
SECTION 31
SECTION 31
SECTION 31
1.6%, TYP.
GC501
GC501
GC501
GC501
GC501
GC501
WYE INTO 12"
PIPE
INV: 1233.74
GC501 TRANSITION TO 6"
HDPE SOLID PIPE
CORE INTO EXISTING
STORM PIPE
INV: 1232.10
GC501
EXISTING STORM
PIPE CROSSING
CG501
SEE COLUMBARIUM
ELEVATION PLAN FOR
FINISH GRADE ELEVATIONS
SEE COLUMBARIUM
ELEVATION PLAN FOR
FINISH GRADE
ELEVATIONS
UNDERDRAIN
CLEANOUT, TYP.
GC501
UNDERDRAIN
CLEANOUT, TYP.
GC501
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
.C G4
CO
LU
MB
AR
IU
M
GR
AD
IN
G
DR
AI
NA
GE
E
NL
AR
GE
ME
NT
.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
NORTH
DBH CPA
CG401
COLUMBARIUM GRADING &
DRAINAGE ENLARGEMENT PLAN
1" = 6'-0"
COLUMBARIUM ENLARGEMENT1 6420
1" = 6'-0"
COLUMBARIUM ENLARGEMENT2
SCALE: 1" = 6'
SCALE: 1" = 6'
KEY PLAN
N
LEGEND
PROPOSED CONTOURS
PROPERTY LINE
EXISTING CONTOURS
PROPOSED STORM PIPE
PROPOSED UNDERDRAIN
1265'
EXISTING STORM PIPE
PROPOSED SWALE
6" MIN.
EXISTING CONCRETE FLARED END
TRASH GUARD. VERIFY
DIMENSIONS IN FIELD
HINGED CONNECTIONS
8" X 3" EXPANSION ANCHORS
NOTES:
1. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED
MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD
2. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL
3. ALL BEDDING AND BACKFILL SHALL BE PLACED IN 6 INCH MAX.
COMPACTED LIFTS, AND SHALL BE MECHANICALLY COMPACTED TO THE
SATISFACTION OF THE ENGINEER OF RECORD.
4. EXCAVATIONS SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.
EXIST.
PVMT.
SUBBASE MATERIAL.; REFER
TO NEW PVMT. DETAIL
FINAL TRENCH BACKFILL:
STRUCTURAL FILL
SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. PER
DETAIL. TACK COAT EXPOSED EDGES OF EXIST. PVMT.
PRIOR TO PLACEMENT OF NEW PVMT.
PIPE O.D. + 24"
MIN.6"
M
IN
M
IN
. PIPE
O.D.
5'- 0"
M
AX
VA
RI
ES
AS
R
EQ
UI
RE
D
LAWN
RESTORATION
TOPSOIL & SEED
AS SPECIFIED
METALLIC FOIL TRACER TAPE
COMPACTED /
UNDISTURBED SUBGRADE
PVMT.
RESTORATION
PIPE ZONE BACKFILL, CLASS 67
STONE BACKFILL
PIPE ZONE BEDDING (SIZE
#67 STONE ASTM D448)
" M
IN
FINISHED GRADE
GEOTEXTILE
SEPARATION
FABRIC
DRAINAGE
SAND
36"
4" PERFORATED
HDPE WITH SOCK
6" THICK 50/50
SAND TOPSOIL MIX
4" SOLID
PVC RISER
45° SWEEP
ELBOWS (3) MIN.
1'-0" MIN.
HDPE PERFORATED PIPE
(HOLES DOWN)
FOOTING DRAIN PIPE
CONCRETE
FOUNDATION
RECESSED
4" PVC
CLEANOUT
WITH PLUG
FINISH
GRADE
TOP OF
FOOTING
BOTTOM OF
FOOTING
2"
GASKETED PVC FITTING
MANUFACTURED FOR CONVERTING
FROM CORRUGATED HDPE PIPE TO
PVC.
TOP OF
FOUNDATION
COLUMBARIUM
WALL
24" PVC INLET DRAIN
STRUCTURE 6"
M
IN
SU
M P
6" M
IN
CRUSHED STONE
COMPACTED
SUBGRADE
1'- 6"
M
IN
CO
VE
R
FINISHED GRADE:
LANDSCAPE
ISLAND OR LAWN
FRAME AND GRATE
24"
PROPOSED
CONCRETE
SIDEWALK
NEW MANHOLE FRAME AND
COVER (4" MAX HEIGHT),
LOCATE IN PROPOSED LAWN
NEW PRECAST REINFORCED
CONCRETE TOP SLAB, MATCH
EXISTING STRUCTURE SIZE
REMOVE EXISTING
INTEGRAL GRATE
EXISTING CATCH
BASIN TO REMAIN
AADJUST FRAME TO GRADE
WITH PRECAST CONCRETE
GRADE EXTENSION RING AND
NON SHRINKING CEMENT
MORTAR SOD
6"
BUTYL ROPE SEALANT
BETWEEN STRUCTURE
SECTIONS
FI
RS
T
JO
IN
T
INVERT
3'-0" MAX.
3" M
IN
FLEXIBLE NEOPRENE BOOT
SEAL ASSEMBLY IN CORED HOLE
STAINLESS STEEL
BAND CLAMP
INSIDE FACE OF
MANHOLE
MORTAR AFTER INSTALLATION
HOLDING BOOT
ALUMINUM ALLOY
BAND
2" PROJECTION INTO M.H. AT PIPE
SPRINGLINE
FORM NEW CEMENT
INVERTFROM NEW PIPE
TO EXISTING M.H.
INVERT.
TOP OF BASE SLAB
PRECAST
CONCRETE
BASE
SECTION
MORTAR AFTER INSTALLATION
HOLDING BOOT
FINISHED GRADE
GEOTEXTILE SEPARATION
FABRIC
CRUSHED STONE
24"
6" PERFORATED
HDPE WITH SOCK
METAL EDGING
EXISTING CURB,
CONTRACTOR TO
PROTECT DURING
CONSTRUCTION
CORE EXISTING
STORM PIPE AND
INSTALL FLEXIBLE
BOOT
EXISTING 18" RCP PIPE
4" STONE MULCH
PROTECT
EXISTING 30"
CONCRETE
STORM PIPE
PROPOSED
GRADE BEAM
PIPE ZONE
BACKFILL,
CLASS 67
STONE
12", TYP.
DETECTABLE
WARNING
TAPE
FINISHED GRADE
45°
UNDISTURBED SUB-GRADE
PIPE BEDDING AS REQ'D
45° OR 30° BEND AS REQ'D
FINISH GRADE AS SPECIFIED
6"x 6" X W2.9 X W2.9 WELDED
WIRE FABRIC WITH 12" MIN.
LAP SPLICE & 2" BOTTOM
CLEARANCE
4" MIN. COMPACTED SUBBASE
COURSE
SUBGRADE COMPACTED AS
SPECIFIED
CONCRETE PAVEMENT
4" 6"
8" +/-7' 8"
CORE
EXISTING
CONCRETE
PIPE
PROPOSED 12"
HDPE
WATERSTOP
NON-SHRINK
HYDRAULIC
GROUT
2" M
AX
NOTE:
1. PROPOSED STORM PIPES 12" AND
GREATER SHALL UTILIZE FLEXIBLE
BOOT CONNECTIONS TO
CONNECT TO EXISTING PIPES.
END VIEW
6"
MIN.
CAST IRON CLEANOUT
FRAME & COVER,
FLUSH WITH FINISHED
GRADE; PROVIDE
ACCURATE SWING TIE
AS BUILT LOCATION
RECESSED 4" PVC
CLEANOUT WITH PLUG
SAND CUSHION
6" PVC
ENCASEMENT PIPE
CAST IN PLACE
CONCRETE COLLAR
4" PVC RISER
4" M
IN
3" M
AX
1" M
AX
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
.C G5
ST
OR
M
SE
W
ER
D
ET
AI
LS
.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
STORM SEWER DETAILS
CG501
32CPADBH
Scale: NTS
TRASH GUARD5
Scale: NTS
PIPE TRENCH2
Scale: NTS
SAND UNDERDRAIN3
Scale: NTS
COLUMBARIUM UNDERDRAIN CLEANOUT1
Scale: NTS
CATCH BASIN7
Scale: NTS
CATCH BASIN/MANHOLE ADJUSTMENT8
Scale: NTS
CONNECTION TO EXISTING MANHOLE9
Scale: NTS
STONE TRENCH6
Scale: NTS
WYE INTO EXSITING STORM11
Scale: NTS
CONCRETE APRON4
Scale: NTS
EXISTING STORM AND COLUMBARIUM CROSSING12
Scale: NTS
CONNECTION INTO EXISTING CONCRETE PIPE (12" DIA.)10
Scale: NTS
CLEANOUT IN LAWN13
PPA-NC-04.01-1
FUNERAL PARKING
REG-NC-01.03-3
NO FIREARMS
REG-NC-01.03-1
NO FIREARMS
INFO-NC-01.02-1
ATTENTION VISITORS
REG-NC-03.01-1
SPEED LIMIT
PPA-NC-04.01-3
FUNERAL PROCESSION WAIT HERE
REG-NC-01.03-3
STOP CEMETERY
VEHICLES ONLY
REG-NC-01.03-2
CEMETERY VEHICLES ONLY
REG-NC-17.04-1
BEWARE AUTHORIZED
PERSONNEL ONLY
REG-NC-03.01-2
ONE WAY
REG-NC-03.01-6
FUNERAL PARKING
REG-NC-03.01-3
STOP
REG-NC-03.01-5
NO PARKING DO NOT
BLOCK DRIVE
REG-NC-03.01-4
EXIT ONLY
REG-NC-01.03-2
NO FIREARMS
REG-NC-17.03-1
BEWARE AUTHORIZED
PERSONNEL ONLY
REG-NC-03.01-7
PARKING AREA
REG-NC-17.02-1
U.S. GOV'T PROPERTY
NO TRESPASSING
REG-NC-17.01-1
U.S. GOV'T PROPERTY
NO TRESPASSING
NATIONAL STREET
DU
NN
A
VE
S.
L
T.
C
O L.
L
ER
O Y
PO
ND
A
VE
NU
E
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
MAINTENANCE
COMPLEX
SECTION 30
SECTION 30A
SECTION 21
SECTION 22
SECTION 19
SECTION 8
SECTION 6
SECTION 4
SECTION 2
SECTION 12
SECTION 10
HI
LL
A
VE
11TH STREET
SECTION 27
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
.C I10
1.2
-E
XI
ST
IN
G
SI
GN
AG
E
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
CI101
EXISTING EXTERIOR SIGNAGE
INVENTORY PLAN
IDENTIFICATION / DIRECTIONAL SIGN SCHEDULE
SIGN KEY: SIGN COPY KEY NOTES
INFO-NC-01.02-1 ATTENTION VISITORS N, 1, 3
PPA-NC-04.01-1 FUNERAL PARKING N, S, 2, 4
PPA-NC-04.01-3 FUNERAL PROCESSION WAIT HERE N, 2, 3
REG-NC-01.03-1 NO FIREARMS N, 1, 3, 5
REG-NC-01.03-2 NO FIREARMS S, 2, 3, 5
REG-NC-01.03-3 NO FIREARMS E, 1, 3, 5
REG-NC-01.03-2 CEMETERY VEHICLES ONLY N, 2, 3
REG-NC-01.03-3 STOP CEMETERY VEHICLES ONLY S, 1, 3
REG-NC-03.01-1 SPEED LIMIT N, 2, 3
REG-NC-03.01-2 ONE WAY W, 1, 3
REG-NC-03.01-3 STOP W, 2, 3
REG-NC-03.01-4 EXIT ONLY E, 1, 3
REG-NC-03.01-5 NO PARKING E, 1, 3, 5
REG-NC-03.01-6 FUNERAL PARKING W, 1, 3
REG-NC-03.01-7 PARKING AREA N, 2, 3
REG-NC-17.01-1 NO TRESPASSING 3, 5
REG-NC-17.02-1 NOTICE US GOVERNMENT PROPERTY 3, 5
REG-NC-17.03-1 BEWARE AUTHORIZED PERSONNEL ONLY S, 2, 3, 5
REG-NC-17.04-1 BEWARE AUTHORIZED PERSONNEL ONLY N, 2, 3, 5
KEYED NOTES
N - NORTH FACING
S - SOUTH FACING
E - EAST FACING
W - WEST FACING
1 - PARALLEL TO ROAD
2 - PERPENDICULAR TO ROAD
3 - SINGLE SIDED
4 - DOUBLE SIDED
5 - GATE MOUNTED
SIGN CATEGORY LEGEND
INFO INFORMATION
PPA IDENTIFICATION / DIRECTIONAL
REG TRAFFIC REGULATION
SIGN NAMING CONVENTION
INFO-NC-XXX - # . #
INSTANCES
SIGN SUB-TYPE /
DESIGNATION
SIGN TYPE
NATIONAL CEMETERY
LEGEND
PROPERTY LINE
EXISTING SIGNAGE LOCATIONS
NORTHSCALE: 1" = 50'
10 30 500
SIGN CATEGORY LEGEND
PROPERTY LINE
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
.C I10
2.2
- E
XI
ST
IN
G
SI
GN
AG
E
PH
OT
O
IN
VE
NT
OR
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
DBH JTM
CI102
EXISTING EXTERIOR SIGNAGE
INVENTORY PHOTOS
INFO-NC-01.02-1: ATTENTION VISITORS PPA-NC-04.01-1: FUNERAL PARKING REG-NC-03.01-6: FUNERAL PARKING PPA-NC-04.01-3: FUNERAL PROFESSION WAIT HERE REG-NC-03.01-7: PARKING AREA REG-NC-01.03-1: NO FIREARMS
REG-NC-01.03-2: CEMETERY VEHICLES ONLY REG-NC-01.03-3: STOP CEMETERY VEHICLES ONLY REG-NC-03.01-1: SPEED LIMIT REG-NC-03.01-2: ONE WAY REG-NC-03.01-3: STOP
REG-NC-17.01-1: NO TRESPASSING REG-NC-17.02-1: NOTICE US GOVERNMENT PROPERTY REG-NC-17.03-1: BEWARE AUTHORIZED
PERSONNEL ONLY (1)
REG-NC-17.04-1: BEWARE AUTHORIZED PERSONNEL ONLY (2)
REG-NC-01.03-3: NO FIREARMSREG-NC-01.03-2: NO FIREARMS
REG-NC-03.01-4: EXIT ONLY REG-NC-03.01-5: NO PARKING
REMOVE PPA-NC-04.01-1 FUNERAL PARKING
(CLIN 2- BID OPT 1)
REMOVE REG-NC-01.03-3 NO FIREARMS
(CLIN 2- BID OPT 1)
REMOVE REG-NC-01.03-1 NO FIREARMS
(CLIN 2- BID OPT 1)
REMOVE INFO-NC-01.02-1 ATTENTION VISITORS
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-1 SPEED LIMIT
(CLIN 2- BID OPT 1)
REMOVE PPA-NC-04.01-3
FUNERAL PROCESSION WAIT HERE
(CLIN 2- BID OPT 1)
REMOVE REG-NC-01.03-3
STOP CEMETERY VEHICLES ONLY
(CLIN 1- BASE BID)
REMOVE REG-NC-01.03-2 CEMETERY VEHICLES ONLY
(CLIN 2- BID OPT 1)
REMOVE REG-NC-17.04-1
BEWARE AUTHORIZED PERSONNEL ONLY
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-2 ONE WAY
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-6 FUNERAL PARKING
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-3 STOP
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-5
NO PARKING DO NOT BLOCK DRIVE
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-4 EXIT ONLY
(CLIN 2- BID OPT 1)
REMOVE REG-NC-01.03-2 NO FIREARMS
(CLIN 2- BID OPT 1)
REMOVE REG-NC-17.03-1
BEWARE AUTHORIZED PERSONNEL ONLY
(CLIN 2- BID OPT 1)
REMOVE REG-NC-03.01-7 PARKING AREA
(CLIN 2- BID OPT 1)
REMOVE REG-NC-17.02-1
NOTICE U.S. GOV'T PROPERTY NO TRESPASSING
(CLIN 2- BID OPT 1)
REMOVE REG-NC-17.01-1
U.S. GOV'T PROPERTY NO TRESPASSING
(CLIN 2- BID OPT 1)
NATIONAL STREET
DU
NN
A
VE
S.
L
T.
C
O L.
L
ER
O Y
PO
ND
A
VE
NU
E
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
MAINTENANCE
COMPLEX
SECTION 30
SECTION 30A
SECTION 21
SECTION 22SECTION 19 SECTION 8 SECTION 6
SECTION 4
SECTION 2SECTION 12
SECTION
HI
LL
A
VE
11TH STREET
SECTION 27
PRO
PERTY LINE
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
.C D1
-E
XI
ST
IN
G
SI
GN
AG
E
DE
MO
LIT
IO
N
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
CD110
EXISTING SIGNAGE
DEMOLITION PLAN
SIGN CATEGORY LEGEND
INFO INFORMATION
PPA IDENTIFICATION / DIRECTIONAL
REG TRAFFIC REGULATION
SIGN NAMING CONVENTION
INFO-NC-XXX - # . #
INSTANCES
SIGN SUB-TYPE /
DESIGNATION
SIGN TYPE
NATIONAL CEMETERY
LEGEND
PROPERTY LINE
EXISTING SIGNAGE TO BE REMOVED
SIGNAGE DEMOLITION NOTES:
1. PRIOR TO REMOVAL OPERATIONS OF EXISTING SIGNS. CONTRACTOR
SHALL INSTALL TEMPORARY SIGNS (3'X4' MINIMUM SIZE INSTALLED ON
TWO 4'X4' PAINTED PRESSURE TREATED POSTS) IN NEAR PROXIMITY TO
EXISTING SIGNS TO BE REMOVED. CONTRACTOR SHALL COORDINATE
TEMPORARY SIGN COPY AND LOCATIONS WITH COR AND CEMETERY.
2. ALL SIGNS NOTES TO BE REMOVED SHALL BE REMOVED IN ENTIRETY.
INCLUDING BUT NOT LIMITED TO FOUNDATIONS.
SIGN CATEGORY LEGEND
NORTHSCALE: 1" = 50'
10 30 500
RIGHT-OF-WAY LINE
è
NATIONAL STREET
DU
NN
A
VE
S.
L
T.
C
O L.
L
ER
O Y
PO
ND
A
VE
NU
E
DU
NN
A
VESECTION 23
ADMINISTRATION / PIC / RESTROOM BUILDING
(BLDG. NO. 101)
EXISTING COLUMBARIUM
SECTIONS
P&P.1.1-NC-04.03B-M2
(CLIN 2-BID OPT 1)
REG.3.1-NC-01.03D-M2
(CLIN 2-BID OPT 1)
DIR.1.1-NC-01.02A-M2
(CLIN 2-BID OPT 1)
REG.2.1-NC-03.01A-M2
(CLIN 2-BID OPT 1)
REG.3.2-NC-01.03D-M2
(CLIN 2-BID OPT 1)
REG.7.1-NC-01.03B-M2
(CLIN 2-BID OPT 1)
EXISTING TREE
TO REMAIN
EXISTING COLUMNS
TO REMAIN, TYP.
EXISTING CONCRETE
RAMPS TO REMAIN
EXISTING BRICK COLUMN
TO REMAIN, TYP.
'FAYETTEVILLE NATIONAL
CEMETERY' MONUMENT SIGN
TO REMAIN
CLIN 2- BID OPT 1 LIMIT OF
DISTURBANCE LINE, TYP.
REFERENCE POINT B1
CI502
REFERENCE
POINT A
CI502
NO FIREARMS
OR WEAPONS
ALLOWED ON
THIS PROPERTY
18 USC § 930
NO FIREARMS
OR WEAPONS
ALLOWED ON
THIS PROPERTY
18 USC § 930
Committal Service Shelter Columbarium L-M
NORTH FACE
SOUTH FACE
Committal Service Shelter Columbarium L-M
Attention Visitors
WE WELCOME YOU TO THE FAYETTEVILLE NATIONAL CEMETERY. TO PRESERVE THE
DIGNITY, BEAUTY, SERENITY AND SAFETY OF THESE HALLOWED GROUNDS, WE REQUEST
THAT YOU OBSERVE OUR CEMETERY RESTRICTIONS AND OBEY ALL TRAFFIC CONTROL
SIGNS. THANK YOU FOR YOUR COOPERATION.
LITTERING OF THE GROUNDS WITH TRASH TO INCLUDE CIGARETTE BUTTS.
CUTTING, BREAKING, OR INJURING TREES, SHRUBS, GRASS OR OTHER PLANTINGS.
BOISTEROUS ACTIVITY, INCLUDING THE PLAYING OF LOUD MUSIC, IS PROHIBITED.
ENTERING THE GROUNDS DURING DARKNESS.
THANK YOU
ANY FORM OF RECREATIONAL PHYSICAL ACTIVITY TO INCLUDE
BUT NOT LIMITED TO JOGGING, BICYCLING, SLEDDING, ETC.
BRINGING DOGS AND OTHER ANIMALS, EXCEPT SERVICE DOGS, ONTO
THE GROUNDS EXCEPT AS AUTHORIZED BY THE CEMETERY DIRECTOR.
FEEDING ANY OF THE WILDLIFE ON THE GROUNDS OF THE NATIONAL CEMETERY.
THE FOLLOWING ACTIVITIES ARE NOT PERMITTED:
CEMETERY DIRECTOR
SIGNAGE
INSET (1)
SECTION 20
SECTION 12
ADMINISTRATION / PIC /
RESTROOM BUILDING
(BLDG. NO. 101)
REG.5.1-NC-03.01F-M2
(CLIN 2-BID OPT 1)
REG.4.3-NC-03.01C-M2
(CLIN 2-BID OPT 1)
REG.4.2-NC-03.01C-M2
(CLIN 2-BID OPT 1)
P&P.1.2-NC-04.03B-M2
(CLIN 2-BID OPT 1)
One Way
Funeral Parking
Funeral Parking
Committal Service Shelter Columbarium L-M
Attention Visitors
WE WELCOME YOU TO THE FAYETTEVILLE NATIONAL CEMETERY. TO PRESERVE THE
DIGNITY, BEAUTY, SERENITY AND SAFETY OF THESE HALLOWED GROUNDS, WE REQUEST
THAT YOU OBSERVE OUR CEMETERY RESTRICTIONS AND OBEY ALL TRAFFIC CONTROL
SIGNS. THANK YOU FOR YOUR COOPERATION.
LITTERING OF THE GROUNDS WITH TRASH TO INCLUDE CIGARETTE BUTTS.
CUTTING, BREAKING, OR INJURING TREES, SHRUBS, GRASS OR OTHER PLANTINGS.
BOISTEROUS ACTIVITY, INCLUDING THE PLAYING OF LOUD MUSIC, IS PROHIBITED.
ENTERING THE GROUNDS DURING DARKNESS.
THANK YOU
ANY FORM OF RECREATIONAL PHYSICAL ACTIVITY TO INCLUDE
BUT NOT LIMITED TO JOGGING, BICYCLING, SLEDDING, ETC.
BRINGING DOGS AND OTHER ANIMALS, EXCEPT SERVICE DOGS, ONTO
THE GROUNDS EXCEPT AS AUTHORIZED BY THE CEMETERY DIRECTOR.
FEEDING ANY OF THE WILDLIFE ON THE GROUNDS OF THE NATIONAL CEMETERY.
THE FOLLOWING ACTIVITIES ARE NOT PERMITTED:
CEMETERY DIRECTOR
One Way
NO FIREARMS
OR WEAPONS
ALLOWED ON
THIS PROPERTY
18 USC § 930
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
.C I11
0-
EX
TE
RI
OR
S
IG
N
SI
TE
F
UR
NI
SH
IN
G
PL
AN
S.
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
DBH JTM
CI111
EXTERIOR SIGN & SITE FURNISHING
PLAN - AREA 1
N
SCALE: 1" = 10'
LEGEND
52 100
NORTH
KEY PLAN
PROPERTY LINE
SIGNAGE LOCATIONS
5 10 200
SCALE: 1" = 20'
Scale: 1"=20'
SIGNAGE INSET (1)1
LIMIT OF DISTURBANCE
SIGN CATEGORY LEGEND
DIR DIRECTORY
TREGTALL TRAFFIC REGULATION
REG TRAFFIC REGULATION
P&P POST AND PANEL
SIGN NAMING CONVENTION
INFO-NC-XXX - # . #
INSTANCES
SIGN SUB-TYPE /
DESIGNATION
SIGN TYPE
NATIONAL CEMETERY
SIGN CATEGORY LEGEND
SIGNAGE NOTES:
1. SEE SIGNAGE SCHEDULES ON SHEET CI601.
2. CONTRACTOR SHALL OBTAIN SIGNAGE SHOP
DRAWINGS AND CONFIRM COPY/ GRAPHICS
PRIOR TO FABRICATION AND INSTALLATION.
REG-X.#
LOW PROFILE TRAFFIC
REGULATORY SIGNS
CI501
CI502
P&P 1.#
3 LINE POST AND PANEL
(IDENTIFICATION /
DIRECTIONAL) SIGN
DIR-1.#
VISITOR INFORMATION
SIGN
CI502
AutoCAD SHX Text
NOTICE
AutoCAD SHX Text
NOTICE
AutoCAD SHX Text All
AutoCAD SHX Text Funerals
AutoCAD SHX Text Wait Here
AutoCAD SHX Text Speed Limit
AutoCAD SHX Text
AutoCAD SHX Text Parking
AutoCAD SHX Text Restrooms
AutoCAD SHX Text Administration
AutoCAD SHX Text Parking
AutoCAD SHX Text Restrooms
AutoCAD SHX Text Administration
AutoCAD SHX Text Speed Limit
AutoCAD SHX Text
AutoCAD SHX Text All
AutoCAD SHX Text Funerals
AutoCAD SHX Text Wait Here
AutoCAD SHX Text
NOTICE
CI503
CI524
CI524
S.
L
T.
C
O L.
L
ER
O Y
PO
ND
A
VE
NU
E
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
CI503
AREA 4
CI522
REG.6.1-NC-03.01G-M2
(CLIN 1- BASE BID)
REG.8.1-NC-03.01-M2
(CLIN 2-BID OPT 1)
P&P.1.2-NC-04.03B-M2
(CLIN 2-BID OPT 1)
REG.1.1-NC-03.01H-M2
(CLIN 2-BID OPT 1)
SIGNAGE
INSET (1)
CI522
REPLACE FENCE
BURIAL SECTION 27B;
840 IN-GROUND
CREMATION SITES
(WITHIN 4' X 4' PLOTS)
CHAINLINK FENCE
WITH MOW STRIP
GRAVESITE GRID
MONUMENT MARKER, TYP.
EXISTING TREE
TO REMAIN
EXISTING COLUMNS
TO REMAIN, TYP.
EXISTING CONCRETE
RAMPS TO REMAIN
EXISTING BRICK COLUMN
TO REMAIN, TYP.
GRAVESITE SECTION
MARKER, TYP.
FLOWER WATERING
STATION, TYP.
BENCH, TYP.
CLIN 2- BID OPT 1 LIMIT OF
DISTURBANCE LINE, TYP.
BASE BID LIMIT OF
DISTURBANCE LINE, TYP.
ORNAMENTAL FENCE, TYP.
ORNAMENTAL / CHAINLINK
FENCE TYPE TRANSITION
CI524
P&P.2.1-NC-04.01B-M2
(CLIN 1- BASE BID)
REG.9.1-NC-03.01J-M2
(CLIN 2-BID OPT 1)
Columbarium M-N
No Parking
Begin One Way
CI524
HILL AVE
SECTION 31
SECTION 32
SECTION 33
HILL AVE
CI522
CI522
CI524 CHAINLINK FENCE
WITH MOW STRIP
DECORATIVE FENCE
FLOWER WATERING
STATION, TYP.
BENCH, TYP.
BASE BID LIMIT OF
DISTURBANCE LINE, TYP.
EXISTING CHAINLINK
FENCE WITH MOW STRIP
P&P.2.2-NC-04.01B-M2
(CLIN 1- BASE BID)
Columbarium L
Columbarium L
Columbarium M-N
No Parking
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
.C I11
0-
EX
TE
RI
OR
S
IG
N
SI
TE
F
UR
NI
SH
IN
G
PL
AN
S.
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
DBH JTM 37
EXTERIOR SIGN & SITE FURNISHING
PLAN - AREA 2
N
Scale: 1"=20'
AREA 2: NORTH1
Scale: 1"=20'
AREA 2: SOUTH2
5 10 200
5 10 200
KEY PLAN
SCALE: 1" = 20'
SCALE: 1" = 20'
NORTH
MATCHLINE SEE THIS DRAWING
MATCHLINE SEE THIS DRAWING
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
.C I11
0-
EX
TE
RI
OR
S
IG
N
SI
TE
F
UR
NI
SH
IN
G
PL
AN
S.
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
PROPERTY LINE
SIGNAGE LOCATIONS
LEGEND
LIMIT OF DISTURBANCE
SIGN CATEGORY LEGEND
DIR DIRECTORY
TREGTALL TRAFFIC REGULATION
REG TRAFFIC REGULATION
P&P POST AND PANEL
SIGN NAMING CONVENTION
INFO-NC-XXX - # . #
INSTANCES
SIGN SUB-TYPE /
DESIGNATION
SIGN TYPE
NATIONAL CEMETERY
SIGN CATEGORY LEGEND
SIGNAGE NOTES:
1. SEE SIGNAGE SCHEDULES ON SHEET CI601.
CI112
RIGHT-OF-WAY LINE
P&P 2.#
1 LINE POST AND PANEL
(IDENTIFICATION /
DIRECTIONAL) SIGN
REG-X.#
LOW PROFILE TRAFFIC
REGULATORY SIGNS
CI501
CI502
AutoCAD SHX Text Vehicles
AutoCAD SHX Text Authorized
AutoCAD SHX Text Only
AutoCAD SHX Text P
AutoCAD SHX Text Parking
AutoCAD SHX Text Restrooms
AutoCAD SHX Text Administration
AutoCAD SHX Text Vehicles
AutoCAD SHX Text Authorized
AutoCAD SHX Text Only
P
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)
REG.6.2-NC-03.01G-M2
(CLIN 2-BID OPT 1)
TREG.1.1-NC-03.09 CUSTOM SIGN 2
(CLIN 2-BID OPT 1)
REG.3.3-NC-01.03D-M2
(CLIN 2-BID OPT 1)
TREG.1.2-NC-03.09 CUSTOM SIGN 2
(CLIN 2-BID OPT 1)
NO FIREARMS
OR WEAPONS
ALLOWED ON
THIS PROPERTY
18 USC § 930
BEWARE AUTHORIZED
PERSONNEL ONLY
ALL ENGRAVED ITEMS
CAN BE TRACED
BEWARE AUTHORIZED
PERSONNEL ONLY
ALL ENGRAVED ITEMS
CAN BE TRACED
SECTION 25
D
COMMITTAL
SERVICE SHELTER
(BLDG. NO. 4801)
REG.8.1-NC-03.01-M2
(CLIN 2-BID OPT 1)
REG.9.1-NC-03.01J-M2
(CLIN 2-BID OPT 1)
Begin One Way
AREA 4
AREA 3
SIGNAGE
INSET (2)
WALL.1.2-NC-03.09 CUSTOM SIGN
(CLIN 2-BID OPT 1)
WALL.1.1-NC-03.09 CUSTOM SIGN
(CLIN 2-BID OPT 1)
PROPERTY
U.S. GOVT.
NO
TRESPASSING
NOTICE
BEWARE AUTHORIZED
PERSONNEL ONLY
ALL ENGRAVED ITEMS
CAN BE TRACED
PROPERTY
U.S. GOVT.
NO
TRESPASSING
NOTICE
NO FIREARMS
OR WEAPONS
ALLOWED ON
THIS PROPERTY
18 USC § 930
Begin One Way
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
.C I11
0-
EX
TE
RI
OR
S
IG
N
SI
TE
F
UR
NI
SH
IN
G
PL
AN
S.
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
N
52 100
SCALE: 1" = 10'
Scale: 1"=10'
AREA 3: MAINTENANCE COMPLEX1
Scale: 1"=10'
AREA 4: COMMITTAL SHELTER2
52 100
SCALE: 1" = 10'
LEGEND
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
.C I11
0-
EX
TE
RI
OR
S
IG
N
SI
TE
F
UR
NI
SH
IN
G
PL
AN
S.
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
52 100
SCALE: 1" = 10'
Scale: 1"=20'
SIGNAGE INSET (2)3
SIGN CATEGORY LEGEND
DIR DIRECTORY
TREGTALL TRAFFIC REGULATION
REG TRAFFIC REGULATION
P&P POST AND PANEL
SIGN NAMING CONVENTION
INFO-NC-XXX - # . #
INSTANCES
SIGN SUB-TYPE /
DESIGNATION
SIGN TYPE
NATIONAL CEMETERY
SIGN CATEGORY LEGEND
SIGNAGE NOTES:
1. SEE SIGNAGE SCHEDULES ON SHEET CI601.
DBH JTM
CI113
EXTERIOR SIGN & SITE FURNISHING
PLAN- AREAS 3& 4
PROPERTY LINE
SIGNAGE LOCATIONS
NORTH
KEY PLAN
LIMIT OF DISTURBANCE
TREG-1.#
TRAFFIC REGULATORY
TALL SINGLE-POST
CUSTOM SIGNS
WALL 1.#
WALL MOUNTED
CUSTOM SIGNS
CI503
CI503
REG-X.#
LOW PROFILE
TRAFFIC
REGULATORY
SIGNS
CI501
AutoCAD SHX Text
NOTICE
AutoCAD SHX Text Vehicles
AutoCAD SHX Text Authorized
AutoCAD SHX Text Only
AutoCAD SHX Text ALL EQUIPMENT HAS BEEN PERMANENTLY ENGRAVED TO ASSIST LAW ENFORCEMENT AGENCIES IN THEIR POSITIVE IDENTIFICATION
AutoCAD SHX Text ALL EQUIPMENT HAS BEEN PERMANENTLY ENGRAVED TO ASSIST LAW ENFORCEMENT AGENCIES IN THEIR POSITIVE IDENTIFICATION
AutoCAD SHX Text
U.S. GOVERNMENT PROPERTY
AutoCAD SHX Text
NO TRESPASSING
AutoCAD SHX Text
WHOEVER SHALL STEAL OR
AutoCAD SHX Text
WILLFULLY CAUSE DAMAGE TO
AutoCAD SHX Text
U.S. GOVERNMENT PROPERTY IS
AutoCAD SHX Text
SUBJECT TO PROSECUTION
AutoCAD SHX Text ALL EQUIPMENT HAS BEEN PERMANENTLY ENGRAVED TO ASSIST LAW ENFORCEMENT AGENCIES IN THEIR POSITIVE IDENTIFICATION
AutoCAD SHX Text
U.S. GOVERNMENT PROPERTY
AutoCAD SHX Text
NO TRESPASSING
AutoCAD SHX Text
WHOEVER SHALL STEAL OR
AutoCAD SHX Text
WILLFULLY CAUSE DAMAGE TO
AutoCAD SHX Text
U.S. GOVERNMENT PROPERTY IS
AutoCAD SHX Text
SUBJECT TO PROSECUTION
AutoCAD SHX Text
NOTICE
AutoCAD SHX Text Vehicles
AutoCAD SHX Text Authorized
Only
| 025_033_842CM3027_FYNC_BD |
| 027_842CM3027.0.CS512.20250520 |
| Sheets and Views |
| CS512 |
| 028_842CM3027.0.CG101.20250520 |
| Sheets and Views |
| CG101 |
| 029_842CM3027.0.CG102.20250520 |
| Sheets and Views |
| CG102 |
| 030_842CM3027.0.CG103.20250520 |
| Sheets and Views |
| CG103 |
| 031_842CM3027.0.CG401.20250520 |
| Sheets and Views |
| CG401 |
| 032_842CM3027.0.CG501.20250520 |
| Sheets and Views |
| CG501 |
| 033_842CM3027.0.CI101.20250520 |
| Sheets and Views |
| CI101 |
| 034_042_842CM3027_FYNC_BD |
| 034_842CM3027.0.CI102.20250520 |
| Sheets and Views |
| CI102 |
| 035_842CM3027.0.CD110.20250520 |
| Sheets and Views |
| CD110 |
| 036_842CM3027.0.CI111.20250520 |
| Sheets and Views |
| CI111 |
| 037_842CM3027.0.CI112.20250520 |
| Sheets and Views |
| CI112 |
| 038_842CM3027.0.CI113.20250520 |
| Sheets and Views |
| CI113 |
| 039_842CM3027.0.CI501.20250520 |
| Sheets and Views |
| CI501 |
| 040_842CM3027.0.CI502.20250520 |
| Sheets and Views |
| CI502 |
| 041_842CM3027.0.CI503.20250520 |
| Sheets and Views |
| CI503 |
File details come from the government source that posted it. Updated .