36C78622R0020 Amendment 3 (SF30 RFI Responses with attachments posted 09-09-2022).pdf
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- Attached to
- Y1FE--36C78622R0020 | Georgia NC; Expansion Ph 2 Construction 922CM3006 (VA-21-00103342)
- Solicitation number
- 36C78622R0020
About this file
This document provides details for a federal contract solicitation to construct expansion phases at the Georgia National Cemetery in Canton, Georgia. The solicitation seeks to construct approximately 6,624 pre-placed double-depth crypts in 3'x8' plots, 362 oversized preplaced double-depth crypts in 5'x10' plots, 294 traditional full casket gravesites in 5'x10' plots, 6,944 in-ground cremation sites in 4'x4' plots, and 7,300 columbarium niches. The solicitation also requires associated site and infrastructure work. The contracting agency is the Department of Veterans Affairs National Cemetery Administration. The solicitation number is 36C78622R0020 and responses were due by September 9, 2022. The document provides amendment 3 to the solicitation and attachments to responses received.
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OH
E
OHE
OHE OHE
COLUMBARIUM D
4,100 GARDEN NICHES
160+00
161+00
162+00
163+00
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
39'
27'
78' (TYP.)
80' (TYP.)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
+7
4.2
PT: 166+62.86
+0
12+00
13+00
14+00
15+00
15+81
PC: 10+97.88
1+
.23
4+
.49
PT: 14+67.24
COLUMBARIUM C
3,200 GARDEN NICHES
15'
3' (TYP.)
SEC
COLUMBARIUM D
4,100 GARDEN NICHES
160+00
161+00
162+00
163+00
PT: 158+91.69
PC: 159+18.87
+1
2.6
27'
78' (TYP.)
80' (TYP.)
SECTION 17
2,156 PRE-PLACED CRYPTS
164+00
165+00
166+00
167+00
+7
4.2
PT: 166+62.86
13+00
15+00
15+81
PC: 10+97.88
1+
.23
4+
.49
PT: 14+67.24
COLUMBARIUM C
3,200 GARDEN NICHES
15'
15" HDPE
" H
DP
18" HDPE
12" HDPE
15"x12" TEE
8" HDPE
DB2
26A
DB1
C10
C11
C12
C13
8" HDPE 26B
15"x12" TEE
DB2
26A
DB1
C10
C11
C12
C13
8" HDPE 26B
GRAVESITE GRID MONUMENT
GRANITE BURIAL SECTION MARKER
LEGEND:
LIMITS OF WORK
DIRECTION OF TRAFFIC ARROWS
(FOR INFORMATION ONLY)
HEADSTONE FACE DIRECTION
PRE-PLACED CRYPTS
STANDARD CULVERT HEADWALL
ASPHALT PAVEMENT
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
IN-GROUND CREMAIN SITES
MOUNTABLE CURB & GUTTER
STORM DRAINAGE MANHOLE
DT503
DT504
DT506
DT501
REVERSE MOUNTABLE
CURB & GUTTER
CURB & GUTTER TRANSITION REVERSE FLOW
CURB & GUTTER TRANSITION
(STD. C&G TO REVERSE C&G)
DROP INLET TYPE V1 & TYPE C
TEMPORARY GRAVEL MAINTENANCE DRIVE
CONCRETE SIDEWALK
DOUBLE-SIDED COLUMBARIUM
NICHE SECTION
SEGMENTAL RETAINING WALL
DEPRESSED REVERSE
FILTERRA INTERNAL BYPASS CURB INLET
(6'x4', 8'x6', 10'x6')
BENCH
SINGLE-SIDED COLUMBARIUM
WALL SECTION
CI711
E1
SB101
CI520
CI714
CJ500
TRAFFIC / REGULATORY SIGNAGE -
CI600
CI112
GRANITE BURIAL SECTION MARKER
STANDARD CULVERT HEADWALL
REVERSE MOUNTABLE
CURB & GUTTER TRANSITION REVERSE FLOW
DROP INLET TYPE V1 & TYPE C
TEMPORARY GRAVEL MAINTENANCE DRIVE
DOUBLE-SIDED COLUMBARIUM
NICHE SECTION
SEGMENTAL RETAINING WALL
(6'x4', 8'x6', 10'x6')
BENCH
SINGLE-SIDED COLUMBARIUM
WALL SECTION
E1
SB101
CI520
KEY
KEYNOTE LEGEND:
DESCRIPTION
6 FLOWER WATERING STATION
SAW CUT & MATCH EX. ASPHALTIC CONCRETE
PAVEMENT
VEHICLE ACCESS GATE
CRYPT PERIMETER UNDERDRAIN
CRYPT UNDERDRAIN CLEANOUT (TYP.)
CRYPT UNDERDRAIN HEADER PIPE (TYP.)
NOT USED
CURB TRANSITION
CI521
TIE TO EX. CURB & GUTTER
CRYPT LATERAL UNDERDRAIN (TYP.) 4
12 VEHICULAR GUARDRAIL
14 WHITE, 4" WIDTH, SOLID PARKING LINE
13 WROUGHT IRON GUARDRAIL FENCE
(TO BE CONSTRUCTED ON TOP OF RETAINING WALL)
DT505
KEY
DESCRIPTION
6 FLOWER WATERING STATION
SAW CUT & MATCH EX. ASPHALTIC CONCRETE
PAVEMENT
VEHICLE ACCESS GATE
CRYPT PERIMETER UNDERDRAIN
CRYPT UNDERDRAIN CLEANOUT (TYP.)
CRYPT UNDERDRAIN HEADER PIPE (TYP.)
NOT USED
CURB TRANSITION
TIE TO EX. CURB & GUTTER
CRYPT LATERAL UNDERDRAIN (TYP.) 4
12 VEHICULAR GUARDRAIL
14 WHITE, 4" WIDTH, SOLID PARKING LINE
13 WROUGHT IRON GUARDRAIL FENCE
(TO BE CONSTRUCTED ON TOP OF RETAINING WALL)
DT505
1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII
ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS
OTHERWISE NOTED ON THE PLANS.
SITE LAYOUT NOTES:
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 DCW MAC Dwg. of 178
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 SUBMISSIONVA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\E
NG
IN
\33
\08
\P
LA
NS
\C D2
S-
1.D
W G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
BID DOCUMENTS
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
NORTH
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
CS105
SITE LAYOUT PLAN - ADD
ALTERNATE OPTION D
N
KEY MAP
(NOT TO SCALE)
MA
TC
HL
SE
SH
EE
T
CS
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
CORTEGE
ASSEMBLY
EX. FIRE
HYDRANT
(TYP.)
EX. SANITARY
SEWER SEPTIC
FIELD (TYP.)
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. SEGMENTAL RETAINING
WALL W/ ORNAMENTAL
PICKET FENCE ABOVE (TYP.)
EX. GUARD
RAIL (TYP.)
UGE
UGC
UG
UGC UGC
EX. TELEVISION
PEDESTAL (TYP.)C
EX. ELECTRIC
TRANSFORMER
EM
EX. ELECTRIC
METER (TYP.)
TR
PUBLIC
INFORMATION
CENTER
EX. CONCRETE
SIDEWALK (TYP.)
EX. SITE
SIGNAGE
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
COMMUNICATIONS
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. DEPRESSED
MOUNTABLE
EX. TRAFFIC
EX. 8" D.I.P.
WATER
MAIN (TYP.)
EX. WATER
ESM'T (TYP.)
EX. 8" D.I.P. WATER
MAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. 1.5" PVC
SERVICE
LINE (TYP.)
ELECTRICAL
COMMUNICATIONS
87+00
88+00
89+00
90+00
11+00
13+
15+0016+00
17+00
18+00
11+00
WALKWAY &
MONUMENT
EX. WATER
FOUNTAIN
EX. 4,000 GAL. SEPTIC
TANKS & 1,500 GAL.
DOSING TANK
EX. ELECTRICAL
JUNCTION BOX (TYP.)
EX. ELECTRICAL
JUNCTION BOX /
HAND HOLE (TYP.)
EX. 4" PVC SAN.
SEW. LATERAL
EX. SAN. SEW.
PRESSURE
DIST. VALVE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
12"
HDPE
4-O
4-N
4-K
4-J
4-I
4-M
4-L
250'R
100'R
25'R
'R
12'(TYP.)
48'
(T
YP
.75
125.5'R95.5'R
125'R
'R
143'R
15'R
FAMILY ROOM
256 SF
25' BUILDING
STANDOFF
250'R
12'
12'
155+00
PC: 153+63.69
+9
1.4
+9
8.4
22'
24'
TIE TO EX. CONCRETE CURB & GUTTER
WHITE, 4" WIDTH, BROKEN LANE LINE
REPLACE EX. SIGNAGE
DESCRIPTIONKEY
EXTEND 6" PVC CASING TO DISTRIBUTION VALVE5
WHITE, 4" WIDTH, SOLID PARKING LINE4
SAW CUT & MATCH EX. ASPHALT PAVEMENT
(8'x6' & 10'x6')
0.D
LANDSCAPE ARCHITECTURE
GRAPHICAL SCALE: 1"=20'
20 10 0 20 40 60
CS400
SITE LAYOUT PLAN - ADD
ALTERNATE OPTION B
P.I.C.
5A
SECTION 5
2,322 PRE-PLACED CRYPTS
GRAVESITE GRID
MONUMENT (TYP.)
78'
SM [5]A
FWS-1
GR
AV
ES
IT
ID
MO
NU
ME
NT
3'
BM [5]
M [5]A
M [5]B
(TYP.) LEGEND:
GRANITE SECTION MARKER
TRADITIONAL BURIAL SITES
BASELINE BEARING [DEFINED BY]
NORTHING EASTINGMONUMENT
M[5]A 1540782.03 2170860.03
N43°11'49.55"E (M[5]A TO M[5]B)BM[5]
MONUMENT LAYOUT CHART
M[5]B 1540931.22 2171072.48
N2°21'24.96"E (M[4]A TO M[4]B)BM[4]
M[4]A 1541058.91 2171184.73 M[4]B 1541148.83 2171188.43
N47°54'39.99"E (M[15]A TO M[15]B)BM[15]
M[15]A 1540689.94 2171749.50 M[15]B 1540750.27 2171816.29
M[14A]A 1540497.08 2171929.06 M[14A]B 1540540.95 2171932.51 M[14B]A M[14B]B M[14C]A M[14C]B M[14D]A M[14D]B
1540439.39 2172101.06
1540483.26 2172104.51
1540469.43 2172279.97
1540513.30 2172283.43
1540570.99 217211.43
1540614.85 2172114.88
BM[14A]
BM[14B]
BM[14C]
BM[14D]
N4°30'20.10"E (M[14A]A TO M[14A]B)
N4°30'20.10"E (M[14B]A TO M[14B]B)
N4°30'20.10"E (M[14C]A TO M[14C]B)
N4°30'20.10"E (M[14D]A TO M[14D]B)
BM[12A]
BM[12B]
BM[12C]
BM[12D]
S66°12'49.32"E (M[12A]A TO M[12B]B)
S66°12'49.32"E (M[12B]A TO M[12B]B)
S66°12'49.32"E (M[12C]A TO M[12C]B)
S66°12'49.32"E (M[12D]A TO M[12D]B)
M[12A]A M[12A]B M[12B]A M[12B]B M[12C]A M[12C]B M[12D]A M[12D]B
1540816.19 2172279.24
1540798.45 2172238.96
1540896.72 2172243.75
1540878.97 2172203.49
1540977.24 2172208.25
1540959.50 2172167.99
1540843.48 2172122.96
1540825.73 2172082.70
M[17]A 1541051.32 2173443.97 M[17]B 1540973.96 2173454.34
BM[17] S14°45'04.44"E (M[17]A TO M[17]B)
1. COORDINATE INFORMATION SHOWN IS PER THE GEORGIA STATE PLANE
COORDINATE SYSTEM, WEST ZONE (NAD 83) IN U.S. FEET. VERTICAL DATUM IS
REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
2. ALL GRAVESITE GRID MONUMENTS SHOWN SHALL BE LAID OUT BY A LICENSED
LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING COORDINATES &
BEARINGS SHOWN.
MARKER NORTHING EASTING
NORTHING EASTINGSTATION #
SM[5]A 1540782.02 2170860.03
SM[5]B 1540931.22 2171072.48
FWS-1 1540802.61 2170890.00
NOTES:
1. NORTHING & EASTING FOR FLOWER
WATERING STATIONS IS BASED ON
CENTROID OF CONCRETE PAD.
SECTION MARKER LAYOUT CHART
FWS LAYOUT CHART
FWS-2
FWS-3
FWS-4
FWS-5
FWS-6
1540946.75 2171182.21
1540603.99 2171692.38
1540373.07 2172154.43
1540866.52 2172345.67
1541142.16 2173379.47
SM[4]A 1540949.46 2171151.25
SM[4]B 1540988.97 2171313.98
SM[15]A 1540649.98 2171658.25
SM[15]B 1540521.26 2171776.89
SM[14A]A 1540468.32 2171843.21
SM[14A]B 1540404.23 2171974.52
SM[14B]A 1540392.77 2172015.16
SM[14B]B 1540379.89 2172178.59
SM[14C]A 1540384.87 2172220.67
SM[14C]B 1540427.57 2172360.25
SM[12]A 1540833.78 2172372.88
SM[12]B 1541033.98 2172247.72
SM[17]A 1541149.99 2173477.60
SM[17]B 1541081.66 2173246.76
SM [5]B
LANDSCAPE ARCHITECTURE
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
CS110
BURIAL SECTION NUMBERING PLAN
SECTION 5
MATCHLINE SEE
ABOVE LEFT
MATCHLINE SEE
ABOVE LEFT
SECSECTION 4
294 TRADITIONAL FULL CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
362 OVERSIZED PRE-PLACED DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
BM[4]
M[4]A
M[4]B
90'
5'(TYP.)
SM[4]A
SM[4]B
M[14B]A M[14B]B M[14C]A M[14C]B
1540469.43 2172279.97
1540513.30 2172283.43
M[12B]A M[12B]B M[12C]A M[12C]B
1540896.72 2172243.75
1540878.97 2172203.49
1540977.24 2172208.25
1540959.50 2172167.99
FWS-4
1540373.07 2172154.43
SM[14B]A 1540392.77 2172015.16
SM[14B]B 1540379.89 2172178.59
SM[14C]A 1540384.87 2172220.67
SM[14C]B 1540427.57 2172360.25
SM[12]A 1540833.78 2172372.88
SM[12]B 1541033.98 2172247.72
LANDSCAPE ARCHITECTURE
CS111
SECTION 4
5A
SECTION 15
2,146 PRE-PLACED CRYPTS
BM[15]
M[15]A
M[15]B
M[14B]A M[14B]B M[14C]A M[14C]B
1540469.43 2172279.97
1540513.30 2172283.43
M[12B]A M[12B]B M[12C]A M[12C]B
1540896.72 2172243.75
1540878.97 2172203.49
1540977.24 2172208.25
1540959.50 2172167.99
FWS-4
1540373.07 2172154.43
SM[14B]A 1540392.77 2172015.16
SM[14B]B 1540379.89 2172178.59
SM[14C]A 1540384.87 2172220.67
SM[14C]B 1540427.57 2172360.25
SM[12]A 1540833.78 2172372.88
SM[12]B 1541033.98 2172247.72
LANDSCAPE ARCHITECTURE
CS112
MATCHLINE
SEE SHEET CS113
665A
SECTION 14A
928 IN-GROUND CREMAIN SITES
(WITHIN 4'x4' PLOTS)
4'
44'
M[14A]A
M[14A]B
SM[14A]A
SM[14A]B
M[14B]A M[14B]B M[14C]A M[14C]B
1540469.43 2172279.97
1540513.30 2172283.43
M[12B]A M[12B]B M[12C]A M[12C]B
1540896.72 2172243.75
1540878.97 2172203.49
1540977.24 2172208.25
1540959.50 2172167.99
FWS-4
1540373.07 2172154.43
SM[14B]A 1540392.77 2172015.16
SM[14B]B 1540379.89 2172178.59
SM[14C]A 1540384.87 2172220.67
SM[14C]B 1540427.57 2172360.25
SM[12]A 1540833.78 2172372.88
SM[12]B 1541033.98 2172247.72
78'
SM[15]A
SM[15]B
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)FWS-3
LANDSCAPE ARCHITECTURE
CS113
SECTIONS 15 & 14A
MATCHLINE
SEE SHEET CG112
SEC SEC
SECSEC
79 80 81 82 83
SECTION 14B
1164 IN-GROUND CREMAIN SITES
M[14B]A
M[14B]B
SM[14B]A SM[14B]B
SM[14C]A
FWS-4
M[14B]A M[14B]B M[14C]A M[14C]B
1540469.43 2172279.97
1540513.30 2172283.43
M[12B]A M[12B]B M[12C]A M[12C]B
1540896.72 2172243.75
1540878.97 2172203.49
1540977.24 2172208.25
1540959.50 2172167.99
FWS-4
1540373.07 2172154.43
SM[14B]A 1540392.77 2172015.16
SM[14B]B 1540379.89 2172178.59
SM[14C]A 1540384.87 2172220.67
SM[14C]B 1540427.57 2172360.25
SM[12]A 1540833.78 2172372.88
SM[12]B 1541033.98 2172247.72
LANDSCAPE ARCHITECTURE
CS114
SECTION 14B
417 418
SECTION 14C
928 IN-GROUND CREMAIN SITES
M[14C]A
M[14C]B
SM[14C]A
SM[14C]B
M[14B]A M[14B]B M[14C]A M[14C]B
1540469.43 2172279.97
1540513.30 2172283.43
M[12B]A M[12B]B M[12C]A M[12C]B
1540896.72 2172243.75
1540878.97 2172203.49
1540977.24 2172208.25
1540959.50 2172167.99
FWS-4
1540373.07 2172154.43
SM[14B]A 1540392.77 2172015.16
SM[14B]B 1540379.89 2172178.59
SM[14C]A 1540384.87 2172220.67
SM[14C]B 1540427.57 2172360.25
SM[12]A 1540833.78 2172372.88
SM[12]B 1541033.98 2172247.72
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