922CM3006_GANC_Bid Documents_Plans_140-145.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 federal contract opportunity solicitation is for the construction of Phase II of the Georgia National Cemetery expansion in Canton, Georgia. The solicitation requires the construction of 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. Additional requirements include associated site and infrastructure work. The solicitation was issued by the Department of Veterans Affairs National Cemetery Administration with the number 36C78622R0020. The construction work will expand the Georgia National Cemetery located at 2025 Mount Carmel Church Ln, Canton, GA 30114.
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EX. FLOWER
WATERING
STATION (TYP.)
24" HDPE
24" HDPE
24" HDPE
24" HDPE
18"
HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
C E
94+00
141+00
142+00
143+00
144+00
145+00
146+00 147+00
148+00
149+00
15+00
EX. FLOWER
WATERING
STATION (TYP.)
PC: 14
1+75.
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
-0.
44%
-0.6 2%
-3.5 0%
-2.00%
-3.5 0%
-2.00%
-3.5 0%
-2.00%
27 83
LP
44 39
HP
TREES CODE COMMON NAME
RM Drummond Red Maple
QS2 Shumard Oak
SRO Shumard Red Oak
ORNAMENTAL TREES CODE COMMON NAME
CF Flowering Dogwood
LW Natchez Crape Myrtle
Multi-Trunk
SHRUBS CODE COMMON NAME
LB2 Big Blue Lilyturf
SEED CODE COMMON NAME
CD2 Bermuda Grass `Princess
77`or' Arden 15
TURF SOD CODE COMMON NAME
CH Tifway 419 Bermuda Grass
PLANTING LEGEND
EX. FLOWER
WATERING
STATION (TYP.)
COMMITTAL
SHELTER #3
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE 24" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
" H
DP
E
" R
CP
" H
DP
E
" H
DP
E
24"
HDPE
" H
DP
E
18" HDPE
18" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
O.C.S.-F N 1540102.23
E 2170113.46HW-F
N 1540064.73 E 2170089.57
" H
DP
E
36" RCP
18"
HDPE
18" HDPE
" H
DP
E
18"
HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
" H
DP
E
18"
HDPE
" H
DP
E
18" HDPE
18"
HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18"
HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24"
HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
24" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
30" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
" H
DPE
" H
DP
E
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
30" HDPE
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
30" HDPE
30" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
EX. CONCRETE
SWALE (TYP.)
EX. 6" PVC ROOF
DRAIN (TYP.)
30" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. STORM DRAIN
CLEANOUT (TYP.)
CO
CO
30" HDPE
" H
DP
E
4" PERFORATED PVC
UNDERDRAIN (TYP.)
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
8"
PVC UNDERDRAIN (T
YP.)
CO
CO
CO
CO
CO
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
8" PVC UNDERDRAIN (TYP.) 8"
P
VC
U
ND
ER
DR
AI
N (T
YP
" H
DP
E
" H
DPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. CARILLON
CORTEGE
ASSEMBLY
EX. AVENUE OF FLAGS
FLAG ASSEMBLY AREA
EX. MEMORIAL
WALKWAY
EX. POW
FLAG AREA
EX. MEMORIAL SECTIONS
INTERMENT AREA #3
EX. FLAG
POLE (TYP.)
SECTION 13
(526 FULL CASKET GRAVES)
SECTION 6
(1,360 FULL
CASKET
GRAVES)
SECTION 1
(2,066 FULL
CASKET GRAVES)
SECTION 2
(1,552 FULL CASKET
GRAVES)
SECTION 7
(1,746 PRE-PLACED
GRAVES)
SECTION 8
(1,746 PRE-PLACED
GRAVES)
SECTION 9
(1,746 PRE-PLACED
GRAVES)
SECTION 10
(1,746 PRE-PLACED
GRAVES)
SECTION 11
(1,746 PRE-PLACED
GRAVES)
SECTION 16
(1,527 PRE-PLACED
GRAVES)
SCATTER
GARDEN
EX. SANITARYSEWER SEPTIC
FIELD (TYP.)
GARDEN
NICHE #3
GARDEN
NICHE #2
GARDEN
NICHE #1
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. GUARD
RAIL (TYP.)
EX. ELECTRICAL
ESM'T (TYP.)
SERVICE ENTRY ROAD
N88°44'04"W' 761.07'
S0 °2 7'0
4" W
4.5
9'
N88°44'04"W' 1702.00'
N87°54'31"W' 1182.15'
N1 °3 2'4
9" E'
5.6
0'
EX. OVERHEAD
POWER LINES
(TYP.)
E
E
E
E E
E E
C
C
C
C
C
C E
E
E
C E
C
E
C E
C
E
C
E
C
EX. TELEVISION
PEDESTAL (TYP.)
C
E
E
E
EX. ELECTRIC
TRANSFORMER
EM
EX. ELECTRIC
METER (TYP.)
TR
PUBLIC
INFORMATION
CENTER
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONSCONDUIT (TYP.)
EX. MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. DEPRESSED
MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. TRAFFIC
SIGNAGE
(TYP.)
EX. 8" D.I.P.
WATER
MAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONSCONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
E
C
C
69+00
70+00
+0
+0
+0
+0
+0
+0
+0
+0
79+00
80+00
81+00
82+00 83+00
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00111+00
112+00
113+00
114+00
115+00
116+00
117+00
+00
9+
0+
1+
2+
123+00
124+00
125+00
126+00
127+00
128+00
129+00
130+00
+00
+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
141+00
142+00
143+00
144+00
145+00
146+00 147+00
148+00
149+00
150+00
1+
2+
3+
11+00
12+00
13+
14+00
15+00
16+00
17+00
18+00
11+00
12+
+0
+0
15+00
11+00
12+00
13+00 14+00
+0
9+00 10+00
11+00
12+00
13+00
14+00
11+00
12+00
13+00
14+00
15+00
11+00
12+00
13+00
14+0015+0016+00
11+00
12+00
11+00
EX. SITE
SIGNAGE
(TYP.)
EX. FLOWER
WATERING
STATION (TYP.)
PC
: 9
3+
.05
PT: 95+56.80
PC: 96+59.88
PT
: 1
+2
8.5
PC
: 1
+4
2.1
PT
: 1
+9
0.1
PC
: 1
+8
7.1
PT: 118+35.14
PC: 118+48.50
PCC: 12
4+65.
PT: 130+81.64
PC: 132+04.09
PT: 13
8+16.
PC: 14
1+75.
PT: 152+25.80
EX. 8" D.I.P.
WATER MAIN
(TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
WALKWAY &
MONUMENT
EX. WATER
FOUNTAIN
EX. 4,000 GAL. SEPTICTANKS & 1,500 GAL.DOSING TANK
EX. ELECTRICAL
JUNCTION BOX (TYP.)
EX. ELECTRICAL
JUNCTION BOX /
HAND HOLE (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. 4" PVC SAN.
SEW. LATERAL
EX. SAN. SEW.
PRESSURE
DIST. VALVE
CO
CO
CO
18" HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
18"
HDPE
EX. UNDERGROUND
SWM VAULT
30" HDPE
30" HDPE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
4:1
4:1
4:1
54 51
TOP
54 39
TOP
53 59
TOP
TOP
2.0%
2.0
2.0%
TOP.=
1105.87
TOP.=
1107.95
2.0%
2.0
TOP.=
1108.47
-7.00%
-1.00%
-4.75%
-0.52%
-9.17%
-0.4 4%
-0.62%
-3.65%
-3.25%
-1.00%
-4.75%
-1.00%
-4.75%
-0.50%
-5 .00
-0.50%
-5 .00
-0.50%
-5 .00
-3.50%
-2.00%
-3.50%
-2.00%
-3.5 0%
-2.00%
-2.
-2.
COLUMBARIUM D
4,100 GARDEN NICHES
101010
LP
49 80
HP
HP
27 83
LP
LP
42 24
HP
41 90
LP
42 16
HP
41 90
LP
42 54
HP
41 88
LP
44 39
HP
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
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 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 SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
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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
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
L-106
00 20' 40'
NORTH
SCALE: 1" = 20'-0"
KEY MAP
MATCHLINE A
M A
T C
H L
I N
E
M A
T C
H L
I N
E
LANDSCAPE PLAN
TREES REMOVED SEE CIVIL DRAWINGS
NM,CTPD
STE
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P
ET
I
REG
J. UD F
DREG
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I
A
N E
HIC
CT
TE
R
L
CA
ANDS
EP A
NO. LA001922
PROFESSIONAL
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
18" HDPE
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
SECTION 13
(526 FULL CASKET GRAVES)
SECTION 11
(1,746 PRE-PLACED
GRAVES)
93+00
94+00
95+00
96+00
PC
: 9
3+
.05
PT: 95+56.80
EX. 8" D.I.P.
WATER MAIN
(TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
TREES CODE COMMON NAME
RM Drummond Red Maple
QS2 Shumard Oak
SRO Shumard Red Oak
ORNAMENTAL TREES CODE COMMON NAME
CF Flowering Dogwood
LW Natchez Crape Myrtle
Multi-Trunk
SHRUBS CODE COMMON NAME
LB2 Big Blue Lilyturf
SEED CODE COMMON NAME
CD2 Bermuda Grass `Princess
77`or' Arden 15
TURF SOD CODE COMMON NAME
CH Tifway 419 Bermuda Grass
PLANTING LEGEND
EX. FLOWER
WATERING
STATION (TYP.)
COMMITTAL
SHELTER #3
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE 24" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
" H
DP
E
" R
CP
" H
DP
E
" H
DP
E
24"
HDPE
" H
DP
E
18" HDPE
18" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
O.C.S.-F N 1540102.23
E 2170113.46HW-F
N 1540064.73 E 2170089.57
" H
DP
E
36" RCP
18"
HDPE
18" HDPE
" H
DP
E
" H
DPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
" H
DP
E
18"
HDPE
" H
DP
E
18" HDPE
" H
DPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18"
HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24"
HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
24" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
30" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
" H
DPE
" H
DP
E
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
30" HDPE
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
30" HDPE
30" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
EX. CONCRETE
SWALE (TYP.)
EX. 6" PVC ROOF
DRAIN (TYP.)
30" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. STORM DRAIN
CLEANOUT (TYP.)
CO
CO
30" HDPE
" H
DP
E
4" PERFORATED PVC
UNDERDRAIN (TYP.)
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
8"
PVC UNDERDRAIN (T
YP.)
CO
CO
CO
CO
CO
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
8" PVC UNDERDRAIN (TYP.) 8"
P
VC
U
ND
ER
DR
AI
N (T
YP
" H
DP
E
" H
DPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. CARILLON
CORTEGE
ASSEMBLY
EX. AVENUE OF FLAGS
FLAG ASSEMBLY AREA
EX. MEMORIAL
WALKWAY
EX. POW
FLAG AREA
EX. MEMORIAL SECTIONS
INTERMENT AREA #3
EX. FLAG
POLE (TYP.)
SECTION 13
(526 FULL CASKET GRAVES)
SECTION 6
(1,360 FULL
CASKET
GRAVES)
SECTION 1
(2,066 FULL
CASKET GRAVES)
SECTION 2
(1,552 FULL CASKET
GRAVES)
SECTION 7
(1,746 PRE-PLACED
GRAVES)
SECTION 8
(1,746 PRE-PLACED
GRAVES)
SECTION 9
(1,746 PRE-PLACED
GRAVES)
SECTION 10
(1,746 PRE-PLACED
GRAVES)
SECTION 11
(1,746 PRE-PLACED
GRAVES)
SECTION 16
(1,527 PRE-PLACED
GRAVES)
SCATTER
GARDEN
EX. SANITARYSEWER SEPTIC
FIELD (TYP.)
GARDEN
NICHE #3
GARDEN
NICHE #2
GARDEN
NICHE #1
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. GUARD
RAIL (TYP.)
EX. ELECTRICAL
ESM'T (TYP.)
SERVICE ENTRY ROAD
N88°44'04"W' 761.07'
S0 °2 7'0
4" W
4.5
9'
N88°44'04"W' 1702.00'
N87°54'31"W' 1182.15'
N1 °3 2'4
9" E'
5.6
0'
EX. OVERHEAD
POWER LINES
(TYP.)
E
E
E
E E
E E
C
C
C
C
C
C E
E
E
C E
C
E
C E
C
E
C
E
C
EX. TELEVISION
PEDESTAL (TYP.)
C
E
E
E
EX. ELECTRIC
TRANSFORMER
EM
EX. ELECTRIC
METER (TYP.)
TR
PUBLIC
INFORMATION
CENTER
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONSCONDUIT (TYP.)
EX. MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. DEPRESSED
MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. MOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. TRAFFIC
SIGNAGE
(TYP.)
EX. 8" D.I.P.
WATER
MAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONSCONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
E
C
C
69+00
70+00
+0
+0
+0
+0
+0
+0
+0
+0
79+00
80+00
81+00
82+00 83+00
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00111+00
112+00
113+00
114+00
115+00
116+00
117+00
+00
9+
0+
1+
2+
123+00
124+00
125+00
126+00
127+00
128+00
129+00
130+00
+00
+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
141+00
142+00
143+00
144+00
145+00
146+00 147+00
148+00
149+00
150+00
1+
2+
3+
11+00
12+00
13+
14+00
15+00
16+00
17+00
18+00
11+00
12+
+0
+0
15+00
11+00
12+00
13+00 14+00
+0
9+00 10+00
11+00
12+00
13+00
14+00
11+00
12+00
13+00
14+00
15+00
11+00
12+00
13+00
14+0015+0016+00
11+00
12+00
11+00
EX. SITE
SIGNAGE
(TYP.)
EX. FLOWER
WATERING
STATION (TYP.)
PC
: 9
3+
.05
PT: 95+56.80
PC: 96+59.88
PT
: 1
+2
8.5
PC
: 1
+4
2.1
PT
: 1
+9
0.1
PC
: 1
+8
7.1
PT: 118+35.14
PC: 118+48.50
PCC: 12
4+65.
PT: 130+81.64
PC: 132+04.09
PT: 13
8+16.
PC: 14
1+75.
PT: 152+25.80
EX. 8" D.I.P.
WATER MAIN
(TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
WALKWAY &
MONUMENT
EX. WATER
FOUNTAIN
EX. 4,000 GAL. SEPTICTANKS & 1,500 GAL.DOSING TANK
EX. ELECTRICAL
JUNCTION BOX (TYP.)
EX. ELECTRICAL
JUNCTION BOX /
HAND HOLE (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. 4" PVC SAN.
SEW. LATERAL
EX. SAN. SEW.
PRESSURE
DIST. VALVE
CO
CO
CO
18" HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
18"
HDPE
EX. UNDERGROUND
SWM VAULT
30" HDPE
30" HDPE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
4:1
4:1
4:1
54 51
TOP
54 39
TOP
53 59
TOP
TOP
2.0%
2.0
2.0%
TOP.=
1105.87
TOP.=
1107.95
2.0%
2.0
TOP.=
1108.47
-7.00%
-1.00%
-4.75%
-0.52%
-9.17%
-0.4 4%
-0.62%
-3.65%
-3.25%
-1.00%
-4.75%
-1.00%
-4.75%
-0.50%
-5 .00
-0.50%
-5 .00
-0.50%
-5 .00
-3.50%
-2.00%
-3.50%
-2.00%
-3.5 0%
-2.00%
-2.
-2.
COLUMBARIUM D
4,100 GARDEN NICHES
101010
LP
49 80
HP
HP
27 83
LP
LP
42 24
HP
41 90
LP
42 16
HP
41 90
LP
42 54
HP
41 88
LP
44 39
HP
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
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 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 SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : L
:\2
1\2
1-
GE
OR
GI
A
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TI
ON
AL
C
EM
ET
ER
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PH
2 E
XP
AN
SI
ON
\LA
ND
SC
AP
E.
DW
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
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
L-107
00 20' 40'
NORTH
SCALE: 1" = 20'-0"
KEY MAP
MATCHLINE A
LANDSCAPE PLAN
M A
T C
H L
I N
E
NM,CTPD
STE
ERRE
P
ET
I
REG
J. UD F
DREG
E O R G
I
A
N E
HIC
CT
TE
R
L
CA
ANDS
EP A
TOP.=1105.87
TOP.=1107.95
TOP.=1108.47
TREES CODE COMMON NAME
RM Drummond Red Maple
QS2 Shumard Oak
SRO Shumard Red Oak
ORNAMENTAL TREES CODE COMMON NAME
CF Flowering Dogwood
LW Natchez Crape Myrtle
Multi-Trunk
SHRUBS CODE COMMON NAME
LB2 Big Blue Lilyturf
SEED CODE COMMON NAME
CD2 Bermuda Grass `Princess
77`or' Arden 15
TURF SOD CODE COMMON NAME
CH Tifway 419 Bermuda Grass
PLANTING 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
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 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 SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : L
:\2
1\2
1-
GE
OR
GI
A
NA
TI
ON
AL
C
EM
ET
ER
Y
PH
2 E
XP
AN
SI
ON
\LA
ND
SC
AP
E.
DW
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
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
L-108
LANDSCAPE PLAN
ENLARGEMENT
00 10' 20'
NORTH
SCALE: 1" = 10'-0"
ALTERNATE D
NM,CTPD
STE
ERRE
P
ET
I
REG
J. UD F
DREG
E O R G
I
A
N E
HIC
CT
TE
R
L
CA
ANDS
EP A
TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS
RM 20 Acer rubrum drummondii Drummond Red Maple 45 gal 3"Cal 10`-12` Ht
QS2 2 Quercus shumardii Shumard Oak 200 gal 6" Cal. 13` - 15` Specimen
SRO 30 Quercus shumardii Shumard Red Oak 45 gal 3"Cal 10`-12` Ht
ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS
CF 18 Cornus florida Flowering Dogwood 30 gal 2" Cal 5`-6`
LW 10 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi-Trunk 30 gal 8` - 10`
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT O.C
LB2 240 Liriope muscari 'Big Blue' Big Blue Lilyturf 5 gal. 24" o.c.
SEED CODE QTY BOTANICAL NAME COMMON NAME CONT O.C.
CD2 101,828 Cynodon dactylon `Princess 77` or'
Arden 15
Bermuda Grass `Princess 77`or'
Arden 15 seed 40lbs/Acre 40lb/Acre
TURF SOD CODE QTY BOTANICAL NAME COMMON NAME CONT O.C.
CH 589,011 sf Cynodon dactylon `Tifway 419` Tifway 419 Bermuda Grass sod Solid Sod
PLANT SCHEDULE PLANTING AND TURF
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
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 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 SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : L
:\2
1\2
1-
GE
OR
GI
A
NA
TI
ON
AL
C
EM
ET
ER
Y
PH
2 E
XP
AN
SI
ON
\LA
ND
SC
AP
E.
DW
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
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
L-501
TYPICAL PLANTING DETAILS
PLANTING SCHEDULE
AND DETAILS
TREE PLANTING
SPECIFIED PLANTING MIX EXISTING SUBGRADE
FINISH GRADE
3" HIGH WATER RETENTION BASIN
4' MULCH RING - KEEP
MULCH 3" MIN. AWAY
FROM TRUNK
3" TAPER PRIOR TO TIGHTENING
GUYING STRAPS (TYP.)
RUBBER HOSE
SPECIFIED PLANTING MIX
FINISHED GRADE
ROUGH GRADE
EXISTING SUBGRADE
SPREAD
O V
E R
A L
L
H
T
T R
U N
K
H
T
MULCH
3" HIGH WATER RETENTION BASIN
TREE SUPPORT STAKES
(TYPICAL OF 3)
SLOPE TREE PLANTING
N.T.S.N.T.S.
GUYING STRAPS (TYP.)
RUBBER HOSE
TREE SUPPORT STAKES
(TYPICAL OF 3)
SPECIFIED PLANTING MIX
WATER RETENTION BASIN
FINISHED GRADE
ROUGH GRADE
EXISTING SUBGRADE
T
R E
E
H
T
GUYING STRAPS (TYP.)
3" TAPER PRIOR TO TIGHTENING
TREE SUPPORT STAKES
(TYPICAL OF 3)
RETENTION BASIN TO BE CIRCULAR IN
SHAPE & CONSISTENT IN SIZE FROM
TREE TO TREE. SIDE SLOPES OF BASIN
TO HAVE GENTLE, UNIFORM PROFILE.
FINISH GRADE
REFER TO SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
SPECIFIED PLANTING MIX
3" HIGH WATER RETENTION BASIN
4' MULCH RING - KEEP
MULCH 3" MIN. AWAY
FROM TRUNK
EVERGREEN TREE PLANTING
N.T.S.
MULTI-TRUNK TREE PLANTING
N.T.S.
SHRUB BED PLANTING
N.T.S.
MULCH
SHRUB ROOTBALL
FINISH GRADE
BACKFILL WITH PREPARED SOIL MIX (REF.
SPECS.)
UNCOMPACTED NATIVE SOIL.
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
SPACING PER PLANTING PLAN
D E
P T
H
P
E R
S
P E
C
6" WIDTH AND DEPTH V
SHAPED TRENCH BED
EDGE
BACKFILL W/MULCH
GUYING STRAPS (TYP.)
TREE SUPPORT STAKES
(TYPICAL OF 3)
3" TAPER PRIOR TO TIGHTENING
RUBBER HOSE
MULCH - KEEP MULCH 3"
MIN. AWAY FROM TRUNK
4' MULCH RING - KEEP
MULCH 3" MIN. AWAY
FROM TRUNK
C R
O W
N
T
O
B
A
B O
V E
F I N
I S
H E
D
G
R A
D E
C R
O W
N
T
O
A
B O
V E
F I N
I S
H E
D
G
R A
D E
C R
O W
N
T
O
A
B O
V E
F I N
I S
H E
D
G
R A
D E
NATIVE GRASS MIX
N.T.S.
TRIANGULAR EQUIDISTANT SPACING
AMENDED SOIL. SEE SPECS
FOR SOIL PREPARATION
SEED. SEE PLANT SCHEDULE
NATIVE GRASS MIX. SEE PLANT
SCHEDULE
NATIVE GRASS MIX. SEE PLANT
SCHEDULE.
EQUAL SPACING BETWEEN
PLANTINGS.
STE
ERRE
P
ET
I
REG
J. UD F
DREG
E O R G
I
A
N E
HIC
CT
TE
R
L
CA
ANDS
EP A
54 51
TOP
54 39
TOP
53 59TOP
54 05TOP
42 60
39 11
38 20
36 43 36 70
-7.00%
-1.0 0%
-4.75%
-0.52%
-9.17%
-0.4 4%
-0.6 2%
-3.65%
-3.25%
40 70
49 34
47 74
38 05
LP
39 11
HP
-1.00%
-4.75%
-1.0 0%
-4.75%
50 91
43 86
50 57
40 92
44 42
46 4845
38 47
-0.50%
-5 .00
-0.50%
-5 .00
-0.50%
-5 .00
40 77
-3.50%
-2.00%
-3.50%
-2.00%
-3.5 0%
-2.00%
-2.
-2.
TC
TC
TC
5 94
TC
TC
3 57
TC
3 35
TC
96 98
TC
96 84
TC
TC
95 38
TC 95
GS
TC
95 19
TC
8 40
TC
TC
5 92
TC
3 61
TC
7 73
TOP
5 16
TOP
0 39
TOP
TOP
95 01
TOP
TOP
TOP
TOP
TOP
1 84
TOP
9 27
TOP
9 27
TOP
TOP
16 59
TOP
TOP
19 59
TOP
26 59
TOP
TOP
35 59
TOP
35 59
TOP
TOP
TOP
HP
96 09
GS
GS
1138 1138
1114 11
1 14 2
1 14 4
112 8
1 13 0
1 13 4
113 4
113 8
114 2
11 40
11 38 1 1
11 3 2
1 13 8
11 44
1 144
11 42
1124 11
111 2
1118 1116
110211001098
28 11
26 11 24 11
22 11
18 11
16 11
2 0
7 91
GS
6 68
GS
8 31
TC
6 78
TC
TC
5 44
GS
GS
4 31
TC
GS
4 96
GS
5 39
TC
6 20
GS 6
TC
7 43
GS
7 83
TC
12 11
11561158
115 6
11101112
11 50
114 8 11 46
6 65
TOP
INV
11 3 4
TC
110 6
1 10 2 11 00
10 98
110 2 110 0
1 09 8
11 06
11001098
5 30
110 4
109 8 110 0
1 2
1114 111 2 111 0
110 8 11 06
115 4
1 1
4 4
1 140
1 13 6
11 3 2
11 30
11 36
113 8
11 46
11 36
3 2
112 6
1 140
11 42
06 11
04 11 02 11 00 10
98 10 96 10
94 10 92 10
1118 1094 10961098
11001102
TC
1138 1138
96 60
TOP
TOP
TOP
FAMILY ROOM
256 SF
COLUMBARIUM D
4,100 GARDEN NICHES
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
162+00
163+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
SECTION 15
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 14B
1,164 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 4
362 OVERSIZED PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
294 TRADITIONAL FULL
CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
SECTION 5
2,322 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 12B
528 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
: 1
+7
4.2
PT: 166+62.86
+0
+0
12+00
13+00
14+00
15+00
15+81PC: 10+97.88
PT
: 1
1+
.23
PC
: 1
4+
.49
PT: 14+67.24
SECTION 14A
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14D
1,276 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14C
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12A
512 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12C
422 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12D
1,186 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
COLUMBARIUM C
3,200 GARDEN NICHES
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54 115
10 11
11 06 1 10 6
20 11
10 11
11621160
1164 1166
11 10
11 12
111 4
1138 1138
11121114
11361138
114211441146
11061104
11 44
1 142
114 2
1 13 6
113 4
113 6
1 14 2
1 14 4
11 4 6
11 26
1 12 8
11 34
113 4
11 3 8
11 42
114 0
11 38
113 6 1 134
1 132
1 140
FAMILY ROOM
256 SF
COLUMBARIUM D
4,100 GARDEN NICHES
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
162+00
163+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
SECTION 15
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 14B
1,164 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 4
362 OVERSIZED PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
294 TRADITIONAL FULL
CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
SECTION 5
2,322 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 12B
528 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
: 1
+7
4.2
PT: 166+62.86
+0
+0
12+00
13+00
14+00
15+00
15+81PC: 10+97.88
PT
: 1
1+
.23
PC
: 1
4+
.49
PT: 14+67.24
SECTION 14A
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14D
1,276 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14C
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12A
512 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12C
422 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12D
1,186 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
COLUMBARIUM C
3,200 GARDEN NICHES
EX. FLOWER
WATERING
STATION (TYP.)
COMMITTAL
SHELTER #3
18" HDPE
" H
DP
E
18" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE 24" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
" H
DP
E
" H
DP
E
18"
HDPE
18" H
DPE
" H
DP
E
18"
HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
" H
DPE
18"
HDPE
" H
DP
E
18" HDPE
18"
HDPE
18" H
DPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18"
HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24"
HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
24" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
30" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
" H
DPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
30" HDPE
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
30" HDPE
30" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
EX. CONCRETE
SWALE (TYP.)
EX. 6" PVC ROOF
DRAIN (TYP.)
30" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. STORM DRAIN
CLEANOUT (TYP.)
CO
CO
30" HDPE
" H
DP
E
4" PERFORATED PVC
UNDERDRAIN (TYP.)
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
8"
PVC UNDERDRAIN (T
YP.)
CO
CO
CO
CO
CO
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
8" PVC UNDERDRAIN (TYP.) 8"
P
VC
U
ND
ER
DR
AI
N (T
YP
" H
DPE
EX. FLAG
SLEEVE (TYP.)
EX. CARILLON
CORTEGE
ASSEMBLY
EX. AVENUE OF FLAGS
FLAG ASSEMBLY AREA
EX. MEMORIAL
WALKWAY
EX. POW
FLAG AREA
EX. MEMORIAL SECTIONS
INTERMENT AREA #3
EX. FLAG
POLE (TYP.)
W
W
W
W W
W
W
W
W
W
W
W
W
W
W W
SECTION 13
(526 FULL CASKET GRAVES)
SECTION 6
(1,360 FULL
CASKET
GRAVES)
SECTION 1
(2,066 FULL
CASKET GRAVES)
SECTION 2
(1,552 FULL CASKET
GRAVES)
SECTION 7
(1,746 PRE-PLACED
GRAVES)
SECTION 8
(1,746 PRE-PLACED
GRAVES)
SECTION 9
(1,746 PRE-PLACED
GRAVES)
SECTION 10
(1,746 PRE-PLACED
GRAVES)
SECTION 11
(1,746 PRE-PLACED
GRAVES)
SECTION 16
(1,527 PRE-PLACED
GRAVES)
SCATTER
GARDEN
EX. SANITARYSEWER SEPTIC
FIELD (TYP.)
GARDEN
NICHE #3
GARDEN
NICHE #2
GARDEN
NICHE #1
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. GUARD
RAIL (TYP.)
EX. ELECTRICAL
ESM'T (TYP.)
N89°23'48"W' 1469.37'
S0 °2
7'0 4"
W
4.5
9'
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
EX. OVERHEAD
POWER LINES
(TYP.)
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGC
UGC
UGC UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC UGC
UGC
UGC
UGC
UGC
UGC
E E
E E
C
C
C
C E
E
E
C E
C
E
C E
C
E
C
E
UGC UGC UGC
UGC
UGE
UGE
UGE
UGE
UGE UGE
UG
E
UGC
UGC
UGC
UGC
UGC
EX. TELEVISION
PEDESTAL (TYP.)
C
E
E
E
EX. ELECTRICTRANSFORMER
EM
EX. ELECTRIC
METER (TYP.)
TR
PUBLIC
INFORMATION
CENTER
EX. CONCRETESIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONSCONDUIT (TYP.)
EX. MOUNTABLECONCRETE CURB &
GUTTER (TYP.)
EX. MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. MOUNTABLECONCRETE CURB &GUTTER (TYP.)
EX. DEPRESSEDMOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. CONCRETESIDEWALK (TYP.)
EX. MOUNTABLECONCRETE CURB &
GUTTER (TYP.)
EX. TRAFFIC
SIGNAGE
(TYP.)
EX. 8" D.I.P.WATER
MAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONS
CONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
E
C
C
79+00
80+00
81+00
82+00 83+00
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00111+00
112+00
113+00
114+00
115+00
116+00
117+00
118+00
125+00
126+00
127+00
128+00
129+00
130+00
+00
+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
141+00
142+00
143+00
144+00
145+00
146+00 147+00
148+00
149+00
150+00
+0
2+
3+
11+00
12+00
13+00
14+00
15+00
16+00 17+00
18+00
11+00
11+00
12+00
13+00 14+00
+0
11+00
12+00
13+00
14+00
15+00
11+00
12+00
11+00
12+00
11+00
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
EX. SITESIGNAGE
(TYP.)
EX. FLOWER
WATERING
STATION (TYP.)
PC
: 9
3+
.05
PT: 95+56.80
PC: 96+59.88
PT
: 1
+2
8.5
PC
: 1
+4
2.1
PT
: 1
+9
0.1
PC
: 1
+8
7.1
PT: 118+35.14
PT: 130+81.64
PC: 132+04.09
PT: 138+16.30
PC: 141+75.02
PT: 152+25.80
EX. 8" D.I.P.
WATER MAIN
(TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETESIDEWALK (TYP.)
EX. CONCRETE
WALKWAY &
MONUMENT
EX. WATERFOUNTAIN
EX. 4,000 GAL. SEPTIC
TANKS & 1,500 GAL.DOSING TANK
EX. ELECTRICALJUNCTION BOX (TYP.)
EX. ELECTRICAL
JUNCTION BOX /HAND HOLE (TYP.)
EX. SITE
SIGNAGE(TYP.)
EX. 4" PVC SAN.
SEW. LATERAL
EX. SAN. SEW.
PRESSURE
DIST. VALVE
CO
CO
CO
18" HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
18" H
DPE
EX. UNDERGROUND
SWM VAULT
30" HDPE
30" HDPE
EX. 1.5" PVCSERVICE
LINE (TYP.)
EX. SEDIMENT
BASIN "L"
SEDIMENT
BASIN "M"
EX. SEDIMENT
BASIN "E"
EX. SEDIMENT
BASIN "D"
EX. SEDIMENT
BASIN "G"
SEDIMENT
BASIN "H"
EX. SEDIMENT
BASIN "J" SEDIMENT
BASIN "K"
SHOAL CREEK
10001000
101010
101010
108010
11101110
35 21
LP
49 80
HP
47 25
HP
27 83
LP
LP
42 24
HP
41 90
LP
42 16
HP
41 90
LP
42 54
HP
41 88
LP
44 39
HP
12" HDPE
12" HDPE
12" HDPE
12" HDPE
15"x12" TEE
C8
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
12"
HDPE
12"
HDPE
12"
HDPE
12"
HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
12" HDPE
15" HDPE
15" HDPE
15" HDPE
15" H
DPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
" H
DP
E
15" HDPE
18" HDPE
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
FAMILY ROOM
256 SF
COLUMBARIUM D
4,100 GARDEN NICHES
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
162+00
163+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
SECTION 15
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 14B
1,164 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 4
362 OVERSIZED PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
294 TRADITIONAL FULL
CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
SECTION 5
2,322 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 12B
528 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
: 1
+7
4.2
PT: 166+62.86
+0
+0
12+00
13+00
14+00
15+00
15+81PC: 10+97.88
PT
: 1
1+
.23
PC
: 1
4+
.49
PT: 14+67.24
SECTION 14A
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14D
1,276 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14C
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12A
512 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12C
422 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12D
1,186 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
COLUMBARIUM C
3,200 GARDEN NICHES
54 51
TOP
54 39
TOP
53 59TOP
54 05TOP
42 60
39 11
38 20
36 43 36 70
-7.00%
-1.0 0%
-4.75%
-0.52%
-9.17%
-0.4 4%
-0.6 2%
-3.65%
-3.25%
40 70
49 34
47 74
38 05
LP
39 11
HP
-1.00%
-4.75%
-1.0 0%
-4.75%
50 91
43 86
50 57
40 92
44 42
46 4845
38 47
-0.50%
-5 .00
-0.50%
-5 .00
-0.50%
-5 .00
40 77
-3.50%
-2.00%
-3.50%
-2.00%
-3.5 0%
-2.00%
-2.
-2.
TC
TC
TC
5 94
TC
TC
3 57
TC
3 35
TC
96 98
TC
96 84
TC
TC
95 38
TC 95
GS
TC
95 19
TC
8 40
TC
TC
5 92
TC
3 61
TC
7 73
TOP
5 16
TOP
0 39
TOP
TOP
95 01
TOP
TOP
TOP
TOP
TOP
1 84
TOP
9 27
TOP
9 27
TOP
TOP
16 59
TOP
TOP
19 59
TOP
26 59
TOP
TOP
35 59
TOP
35 59
TOP
TOP
TOP
HP
96 09
GS
GS
1138 1138
1114 11
1 14 2
1 14 4
112 8
1 13 0
1 13 4
113 4
113 8
114 2
11 40
11 38 1 1
11 3 2
1 13 8
11 44
1 144
11 42
1124 11
111 2
1118 1116
110211001098
28 11
26 11 24 11
22 11
18 11
16 11
2 0
7 91
GS
6 68
GS
8 31
TC
6 78
TC
TC
5 44
GS
GS
4 31
TC
GS
4 96
GS
5 39
TC
6 20
GS 6
TC
7 43
GS
7 83
TC
12 11
11561158
115 6
11101112
11 50
114 8 11 46
6 65
TOP
INV
11 3 4
TC
110 6
1 10 2 11 00
10 98
110 2 110 0
1 09 8
11 06
11001098
5 30
110 4
109 8 110 0
1 2
1114 111 2 111 0
110 8 11 06
115 4
1 1
4 4
1 140
1 13 6
11 3 2
11 30
11 36
113 8
11 46
11 36
3 2
112 6
1 140
11 42
06 11
04 11 02 11 00 10
98 10 96 10
94 10 92 10
1118 1094 10961098
11001102
TC
1138 1138
96 60
TOP
TOP
TOP
12" HDPE
12" HDPE
12" HDPE
12" HDPE
15"x12" TEE
C8
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
12"
HDPE
12"
HDPE
12"
HDPE
12"
HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
12" HDPE
15" HDPE
15" HDPE
15" HDPE
15" H
DPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
" H
DP
E
15" HDPE
18" HDPE
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
demo sheet and reconnect to existing zones, new cortage lane and sidewalk.
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
922CM3006
JDL CCT 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
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : O
:\G
OR
DO
N\
GE
OR
GI
AN
C\ P-
GA
NC
.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
FEBRUARY 28, 2022
BID DOCUMENTS SUBMISSION
LI100
BID DOCUMENTS
CHEROKEE COUNTY, GEORGIA
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
Ce rt i f ie d Ir rigat ion Designer
I R R
I G AT I ON A SS OC I A
T I O
NCID
46102
JO
HN
D. LEONARD
2022/02/28
GENERAL DESCRIPTION
GENERAL NOTES
FLAG NOTES
LEGEND
Q
1-1
2"
A C
.5
IRRIGATION NOTES AND LEGEND
NTS
LI102
LI103 LI104
LI105
54 51
TOP
54 39
TOP
53 59
TOP
54 05
TOP
39 11
44 20
36 43 36 70
-7.00%
-1.0 0%
-4.75%
-0.52%
-9.17%
-0.
44%
-0.6 2%
-3.65%
-3.25%
40 70
51 78
51 92
49 34
47 74
38 05
LP
39 11
HP
-1.0 0%
-4.75%
-1.0 0%
-4.75%
42 52
45 94
50 91
51 81
48 04
43 86
50 57
40 92
44 42
46 4845 98
38 47 39 25
-0.50%
-5 .00
-0.50%
-5 .00
-0.50%
-5 .00
39 74
40 77
-3.5 0%
-2.00%
-3.5 0%
-2.00%
-3.5 0%
-2.00%
-2.
-2.
13 15
TC
12 64
TC
8 00
TC
5 94
TC
5 44
TC
3 57
TC
3 35
TC
96 98
TC
TC
TC
95 38
TC 95
GS
95 19
TC
95 19
TC
TC
6 42
TC
TC
3 61
TC
TOP
5 16
TOP
0 39
TOP
96 57
TOP
95 01
TOP
95 01
TOP
97 19
TOP
97 19
TOP
1 84
TOP
1 84
TOP
9 27
TOP
9 27
TOP
16 59
TOP
TOP
19 59
TOP
19 59
TOP
26 59
TOP
26 59
TOP
35 59
TOP
35 59
TOP
37 83
TOP
37 83
TOP
12 80
HP
96 09
GS
11 89
GS
1138 1138
1114 11
114 2
36 54
112 8
11 3 0
113 4
11 34
113 8
114 0
3 4
113 2
113 4
114 4
114 2
114 4
1124 11
110 0
1118 1116
110211001098
28 11
26 11 24 11
22 11 20 11
18 11 16 11
1 1
GS
6 68
GS
TC
6 78
TC
5 84
TC
5 44
GS
4 21
GS
4 31
TC
GS
4 96
GS5
TC
GS 6
TC
7 43
GS
7 83
TC
12 11
115 6
111011121114
115 0
11 5 2
114 8 11 4 6
4 4
6 65
TOP
84 00
INV
113 4
TC
11 06
110 2
110 0 109 8
110 2 110 0
10 9 8
11 0 6
11001098
11 04
1 1
111 4 1112 111 0
110 8 110 6
115 4
1 1
11 40
113 6
113 2
113 6
114 6
114 0
1 1
3 0
112 6
114 2
49 12
06 11
04 11 02 11 00 10
98 10 96 10
94 10 92 10
1118 1094
11001102
14 09
TC
1138 1138
96 60
TOP
99 15
TOP
TOP
FAMILY ROOM
256 SF
COLUMBARIUM D
4,100 GARDEN NICHES
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
162+00
163+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
SECTION 15
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 14B
1,164 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 4
362 OVERSIZED PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
294 TRADITIONAL FULL
CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
SECTION 5
2,322 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 12B
528 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
: 1
+7
4.2
PT: 166+62.86
+0
+0
12+00
13+00
14+00
15+00
15+81
PC: 10+97.88
PT
: 1
1+
.23
PC
: 1
4+
.49
PT: 14+67.24
SECTION 14A
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14D
1,276 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14C
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12A
512 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12C
422 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12D
1,186 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
COLUMBARIUM C
3,200 GARDEN NICHES
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¡Ï ¡ Ï ¡Ï ¡
Ï ¡Ï ¡ Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï
¡Ï¡Ï¡Ï
¡Ï ¡Ï ¡Ï
Ï Ï¡Ï ¡Ï
¡Ï
Ï
Ï¡
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Ï¡ Ï¡
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Ï
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Ï¡ Ï¡ Ï¡ Ï¡ Ï¡ Ï¡ Ï¡ Ï
Ï
¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡
Ï ¡Ï ¡
Ï
¡Ï ¡ Ï ¡Ï ¡Ï ¡
Ï ¡Ï ¡Ï ¡Ï
¡ Ï
¡ Ï¡ Ï¡ Ï¡ Ï
¡Ï
¡Ï ¡ Ï ¡Ï ¡
Ï
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Ï
¡ Ï ¡ Ï ¡ Ï¡ Ï ¡ Ï¡
Ï
¡Ï ¡Ï ¡Ï ¡ Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï
Ï
Ï
- ¡Ï ¡ Ï
- ¡Ï ¡Ï ¡Ï
¡Ï
¡Ï
¡Ï ¡Ï ¡ Ï ¡Ï
¡Ï ¡Ï ¡Ï
¡Ï ¡Ï ¡Ï
Ï Ï
BRIDGE
n n n n
Ï Ï Ï Ï Ï Ï Ï Ï Ï¡Ï
¡Ï ¡Ï
¡Ï
¡Ï
¡Ï
¡Ï
Ï
Ï
Ï
Ï
¡Ï ¡Ï ¡Ï
¡Ï ¡ Ï
¡Ï ¡Ï ¡Ï ¡ Ï ¡Ï ¡
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¡Ï
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¡Ï ¡Ï
¡Ï ¡ Ï
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¡ Ï¡ Ï¡ Ï¡ Ï
¡ Ï¡ Ï¡ Ï¡ Ï¡
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¡Ï ¡ Ï ¡Ï ¡
Ï ¡Ï ¡
Ï ¡Ï
¡Ï ¡Ï ¡Ï ¡Ï
¡Ï ¡Ï ¡ Ï ¡Ï ¡Ï ¡
Ï
¡Ï ¡Ï ¡Ï ¡Ï
¡Ï¡Ï¡Ï ¡Ï¡Ï
¡Ï
¡Ï
¡Ï ¡Ï ¡Ï ¡Ï ¡Ï
¡Ï
¡Ï¡Ï ¡Ï ¡Ï
Ï Ï Ï Ï¡
Ï Ï Ï Ï
¡Ï ¡Ï ¡ Ï ¡Ï
¡ Ï
¡ Ï¡ Ï
Ï
-¡ Ï¡ Ï
Ï
- ¡Ï
- ¡Ï ¡Ï
Ï Ï Ï
Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï
¡Ï ¡Ï ¡ Ï
¡ Ï¡ Ï¡ Ï¡ Ï
¡ Ï ¡ Ï
¡ Ï ¡ Ï¡
Ï
¡Ï ¡Ï ¡Ï ¡ Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï ¡Ï
¡Ï ¡ Ï
¡Ï ¡Ï ¡Ï
¡Ï ¡Ï ¡ Ï ¡Ï
¡Ï
¡Ï ¡Ï ¡Ï ¡Ï
Ï
Ï
Ï
Ï
Ï
Ï Ï Ï n n
¡Ï ¡Ï ¡Ï ¡Ï ¡ Ï¡ Ï¡
Ï¡ Ï¡
Ï¡Ï ¡Ï ¡Ï ¡Ï ¡Ï
Ï Ï¡Ï ¡Ï
¡Ï
Ï
Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï¡ Ï¡
Ï
Ï¡
Ï¡ Ï
Ï¡
Ï¡ Ï¡
Ï¡ Ï¡ Ï¡ Ï¡ Ï¡ Ï¡ Ï¡ Ï
Ï
4 115
110 6
10 11
110 6
1 1
24 11
20 11
10 11
1162116
1164 1166
111 2
1138 1138
11121114
114211441146
11061104
114 4
113 6
113 4
113 2
113 4
113 6
114 2
114 6
3 0
3 4
112 8
113 0
113 4
113 8
1 142
114 0
113 8
11 3 4
3 2
11 3 2
114 0
FAMILY ROOM
256 SF
COLUMBARIUM D
4,100 GARDEN NICHES
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
162+00
163+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
SECTION 15
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 14B
1,164 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 4
362 OVERSIZED PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
294 TRADITIONAL FULL
CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
SECTION 5
2,322 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 12B
528 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
: 1
+7
4.2
PT: 166+62.86
+0
+0
12+00
13+00
14+00
15+00
15+81
PC: 10+97.88
PT
: 1
1+
.23
PC
: 1
4+
.49
PT: 14+67.24
SECTION 14A
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14D
1,276 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14C
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12A
512 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12C
422 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12D
1,186 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
COLUMBARIUM C
3,200 GARDEN NICHES
EX.
ADMINISTRATION/
MAINTENANCE
COMPLEX
EX. FLOWER
WATERING
STATION (TYP.)
COMMITTAL
SHELTER #3
18"
HDPE
" H
DP
E
18" HDPE
" H
DP
E
30" HDPE
30" HDPE
24" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE
30" HDPE 24" HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
" H
DP
E
" R
CP
" H
DP
E
" H
DP
E
24" H
DPE
" H
DP
E
18" HDPE
18" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
O.C.S.-F N 1540102.23
E 2170113.46HW-F
N 1540064.73 E 2170089.57
" H
DP
E
36" RCP
18"
HDPE
18" H
DPE
" H
DP
E
18"
HDPE
18" HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
" H
DP
E
18"
HDPE
" H
DP
E
18" HDPE
18"
HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
18" HDPE
18"
HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
" H
DP
E
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24"
HDPE
18" HDPE
18" HDPE
" H
DP
E
18" HDPE
24" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
" H
DP
E
30" HDPE
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
12" HDPE
" H
DPE
" H
DP
E
18" HDPE
" H
DP
E
18" HDPE
18" HDPE
" H
DP
E
30" HDPE
18" HDPE
30" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
24" HDPE
30" HDPE
30" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
18" HDPE
18" HDPE
JB
12" HDPE
12" HDPE
12" HDPE
12" HDPE
EX. CONCRETE
SWALE (TYP.)
EX. 6" PVC ROOF
DRAIN (TYP.)
30" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. STORM DRAIN
CLEANOUT (TYP.)
CO
CO
30" HDPE
" H
DP
E
4" PERFORATED PVC
UNDERDRAIN (TYP.)
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
8"
PVC UNDERDRAIN (T
YP.)
CO
CO
CO
CO
CO
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
4" PERFORATED PVC
UNDERDRAIN (TYP.)
8" PVC UNDERDRAIN (TYP.) 8"
P
VC
U
ND
ER
DR
AI
N (T
YP
" H
DP
E
" H
DPE
EX. 6" PVC ROOF
DRAIN (TYP.)
18" HDPE
CO
CO
18" HDPE
EX. FLAG
SLEEVE (TYP.)
EX. CARILLON
CORTEGEASSEMBLY
EX. AVENUE OF FLAGS
FLAG ASSEMBLY AREA
EX. MEMORIAL
WALKWAY
EX. POW
FLAG AREA
EX. MEMORIAL SECTIONS
INTERMENT AREA #3
EX. SERVICE ENTRANCE
EX. FLAG
POLE (TYP.)
W
W
W
W W
W W
W
W
W
W W
W
W W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W W
SECTION 13
(526 FULL CASKET GRAVES)
SECTION 6
(1,360 FULL
CASKET
GRAVES)
SECTION 1
(2,066 FULL
CASKET GRAVES)
SECTION 2
(1,552 FULL CASKET
GRAVES)
SECTION 7
(1,746 PRE-PLACED
GRAVES)
SECTION 8
(1,746 PRE-PLACED
GRAVES)
SECTION 9
(1,746 PRE-PLACED
GRAVES)
SECTION 10
(1,746 PRE-PLACED
GRAVES)
SECTION 11
(1,746 PRE-PLACED
GRAVES)
SECTION 16
(1,527 PRE-PLACED
GRAVES)
SCATTER
GARDEN
EX. SANITARYSEWER SEPTIC
FIELD (TYP.)
GARDEN
NICHE #3
GARDEN
NICHE #2
GARDEN
NICHE #1
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. GUARD
RAIL (TYP.)
EX. ELECTRICAL
ESM'T (TYP.)
SERVICE ENTRY ROAD
SERVICE ENTRY ROAD
SERVICE ENTRY ROAD
MAINTENANCE DRIVE
EX. CHEMICAL
STORAGE AREA
N88°44'04"W' 761.07'
N89°23'48"W' 1469.37'
N69°58'09"W'56.01'
N38°05'10"W'
180.92'
N15°40'29"W
177.44'
N20°34'20"W
175.36'
N3°03'25"W
69.38'
S0 °2
7'0 4"
W
4.5
9'
N88°44'04"W' 1702.00'
N87°54'31"W' 1182.15'
N1 °3
2'4 9"
E'
5.6 0'
S89°33'04"W' 486.28'
S0 °2
5'3 4"
W
6.5
3'
S
°2 4'1
3"W
.69
S58°51'01"W'
164.44'
N68°25'01"W'119.94'
N56°43'20"W' 75.52'
N40°52'29"W'
63.40'
N28°58'20"W'
249.68'
N17°44'17"W
72.01'
N13°45'09"W
309.05'
N11°38'30"W
185.99'
N
°4 2'0
5"E
3.4
8'
N8°00'35"W
28.92'
N25°58'05"W'
120.58'
N13°41'11"W
51.22'
N
°0 9'5
9" E'
.49
N
°3
9'0 3"E
.11
N
°0 6'4
8"E
0.1
6'
N
°0 8'4
3" E'
.12
UGC UG
E
UGEUGC
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE
UGE
UGE UGE
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGC UGC
UG
C
UG
C
UG
C
UG
C
UGC
UGC
UGC
UG
C
UG
C
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
EX. OVERHEAD
POWER LINES
(TYP.)
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
E
E
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
E
E
E E
E E
C
C
C
C
C
C
C
C
C E
E
E
C E
C
E
C E
C
E
C
EUGC UGC UGC UGC
UGC
C
UGEUGE
UG
E
UGE
UG
E
UG
C
TR
TV
TR
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UG
E
UGE
UG
E
UGC
UGC
UGC
UGC
UGC
UGC UGC
EX. TELEVISION
PEDESTAL (TYP.)
C
E
E
E
E
EX. ELECTRIC
TRANSFORMER
EM
EX. ELECTRICMETER (TYP.)
TR
PUBLIC
INFORMATION
CENTER
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETESIDEWALK (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. UNDERGROUND
ELECTRICALCONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONS
CONDUIT (TYP.)
EX. MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. MOUNTABLECONCRETE CURB &GUTTER (TYP.)
EX. MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. DEPRESSEDMOUNTABLE
CONCRETE CURB &
GUTTER (TYP.)
EX. CONCRETESIDEWALK (TYP.)
EX. MOUNTABLE
CONCRETE CURB &GUTTER (TYP.)
EX. TRAFFIC
SIGNAGE
(TYP.)
EX. 8" D.I.P.
WATERMAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. UNDERGROUND
ELECTRICAL
CONDUIT (TYP.)
EX. UNDERGROUNDCOMMUNICATIONSCONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
E
C
C
+0
+0
+0
+0
+0
79+00
80+00
81+00
82+00 83+00
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00111+00
112+00
113+00
114+00
115+00
116+00
117+00
+00
9+
0+
1+
2+
123+00
124+00
125+00
126+00
127+00
128+00
129+00
130+00
+00
132+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
141+00
142+00
143+00
144+00
145+00
146+00 147+00
148+00
149+00
150+00
1+
2+
3+
11+00
12+00
13+
14+00
15+00
16+00
17+00
18+00
11+00
12+
+0
+0
15+00
11+00
12+00
13+00 14+00
+0
9+00 10+00
11+00
12+00
13+00
14+00
15+00
16+00
+0
+0
19+
21+00
+0
+0
+0
+0
+0
+0
28+00
29+00
30+00
20+00
11+00
12+00
13+
+0
+0
+0
+0
18+00
19+00
20+00 21+00
11+00
12+00
13+00
14+00
15+00
11+00
12+00
13+00
14+0015+0016+00
11+00
12+00
+0
+0
+0
11+00
11+00
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
EX. SITE
SIGNAGE
(TYP.)
EX. FLOWER
WATERING
STATION (TYP.)
PC
: 9
3+
.05
PT: 95+56.80
PC: 96+59.88
PT
: 1
+2
8.5
PC
: 1
+4
2.1
PT
: 1
+9
0.1
PC
: 1
+8
7.1
PT: 118+35.14
PC: 118+48.50
PCC: 12
4+65.
PT: 130+81.64
PC: 132+04.09
PT: 13
8+16.
PC: 141+75.02
PT: 152+25.80
EX. 8" D.I.P.
WATER MAIN
(TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. 6" PVC
IRRIGATION
MAIN (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
WALKWAY &
MONUMENT
EX. WATER
FOUNTAIN
EX. 4,000 GAL. SEPTICTANKS & 1,500 GAL.DOSING TANK
EX. ELECTRICAL
JUNCTION BOX (TYP.)
EX. ELECTRICALJUNCTION BOX /HAND HOLE (TYP.)
EX. SITE
SIGNAGE
(TYP.)
EX. 4" PVC SAN.SEW. LATERAL
EX. SAN. SEW.
PRESSURE
DIST. VALVE
CO
CO
CO
18" HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
18" H
DPE
EX. UNDERGROUND
SWM VAULT
30" HDPE
30" HDPE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. SEDIMENT
BASIN "L"
SEDIMENT
BASIN "M"
EX. SEDIMENT
BASIN "E"
EX. SEDIMENT
BASIN "D"
EX. SEDIMENT
BASIN
EX. SEDIMENT
BASIN "B"
EX. SEDIMENT
BASIN "A"
EX. SEDIMENT
BASIN "G"
SEDIMENT
BASIN "H"
SEDIMENT
BASIN "I"
EX. SEDIMENT
BASIN "J" SEDIMENT
BASIN "K"
SHOAL CREEK
SHOAL CREEK
SHOAL CREEK
EX. SEDIMENT
BASIN
890 900900
920 920
940940
950950
960 960
970970
990 990
10001000
101010
1020 1020
301030
1030 1030
10401040
1060 1060
1060 1060
10701070
1070 1070
108010
35 21
LP
49 80
HP
47 25
HP
27 83
LP
LP
42 24
HP
41 90
LP
42 16
HP
41 90
LP
42 54
HP
41 88
LP
44 39
HP
12" HDPE
12" HDPE
12" HDPE
12" HDPE
15"x12" TEE
C8
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
12"
HDPE
12"
HDPE
12"
HDPE
12"
HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
12" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
" H
DP
E
15" HDPE
18" HDPE
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
FAMILY ROOM
256 SF
COLUMBARIUM D
4,100 GARDEN NICHES
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
162+00
163+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
SECTION 15
2,146 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 14B
1,164 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 4
362 OVERSIZED PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 5'x10' PLOTS)
294 TRADITIONAL FULL
CASKET GRAVESITES
(WITHIN 5'x10' PLOTS)
SECTION 5
2,322 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 12B
528 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 17
2,156 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
164+00
165+00
166+00
167+00
PC
: 1
+7
4.2
PT: 166+62.86
+0
+0
12+00
13+00
14+00
15+00
15+81
PC: 10+97.88
PT
: 1
1+
.23
PC
: 1
4+
.49
PT: 14+67.24
SECTION 14A
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14D
1,276 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 14C
928 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12A
512 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12C
422 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 12D
1,186 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
COLUMBARIUM C
3,200 GARDEN NICHES
54 51
TOP
54 39
TOP
53 59
TOP
54 05
TOP
39 11
44 20
36 43 36 70
-7.00%
-1.0 0%
-4.75%
-0.52%
-9.17%
-0.
44%
-0.6 2%
-3.65%
-3.25%
40 70
51 78
51 92
49 34
47 74
38 05
LP
39 11
HP
-1.0 0%
-4.75%
-1.0 0%
-4.75%
42 52
45 94
50 91
51 81
48 04
43 86
50 57
40 92
44 42
46 4845 98
38 47 39 25
-0.50%
-5 .00
-0.50%
-5 .00
-0.50%
-5 .00
39 74
40 77
-3.5 0%
-2.00%
-3.5 0%
-2.00%
-3.5 0%
-2.00%
-2.
-2.
13 15
TC
12 64
TC
8 00
TC
5 94
TC
5 44
TC
3 57
TC
3 35
TC
96 98
TC
TC
TC
95 38
TC 95
GS
95 19
TC
95 19
TC
TC
6 42
TC
TC
3 61
TC
TOP
5 16
TOP
0 39
TOP
96 57
TOP
95 01
TOP
95 01
TOP
97 19
TOP
97 19
TOP
1 84
TOP
1 84
TOP
9 27
TOP
9 27
TOP
16 59
TOP
TOP
19 59
TOP
19 59
TOP
26 59
TOP
26 59
TOP
35 59
TOP
35 59
TOP
37 83
TOP
37 83
TOP
12 80
HP
96 09
GS
11 89
GS
1138 1138
1114 11
114 2
36 54
112 8
11 3 0
113 4
11 34
113 8
114 0
3 4
113 2
113 4
114 4
114 2
114 4
1124 11
110 0
1118 1116
110211001098
28 11
26 11 24 11
22 11 20 11
18 11 16 11
1 1
GS
6 68
GS
TC
6 78
TC
5 84
TC
5 44
GS
4 21
GS
4 31
TC
GS
4 96
GS5
TC
GS 6
TC
7 43
GS
7 83
TC
12 11
115 6
111011121114
115 0
11 5 2
114 8 11 4 6
4 4
6 65
TOP
84 00
INV
113 4
TC
11 06
110 2
110 0 109 8
110 2 110 0
10 9 8
11 0 6
11001098
11 04
1 1
111 4 1112 111 0
110 8 110 6
115 4
1 1
11 40
113 6
113 2
113 6
114 6
114 0
1 1
3 0
112 6
114 2
49 12
06 11
04 11 02 11 00 10
98 10 96 10
94 10 92 10
1118 1094
11001102
14 09
TC
1138 1138
96 60
TOP
99 15
TOP
TOP
12" HDPE
12" HDPE
12" HDPE
12" HDPE
15"x12" TEE
C8
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
12"
HDPE
12"
HDPE
12"
HDPE
12"
HDPE
" H
DP
E
12" HDPE
12" HDPE
" H
DP
E
12" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
" H
DP
E
15" HDPE
18" HDPE
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
18" HDPE
A
B
Q
8 8
8 8
8 8 8
8 8
1.25"
1"
1"
1.25"
1"
1"
1"
1"
1"
1.25"
1"
1"
REMOVE 15 SPRINKLERS FROM THE
OUTSIDE OF THE CORTEGE LANE.
ABANDON LATERAL PIPE IN PLACE.
AFTER CONSTRUCTION OF THE NEW
LANE INSTALL NEW SPRINKLERS AND
MAINLINE.
Q
Q
2.5"1" 1"
2.5"
2"
2"
2"
1.5"
1.5" 1.25"
1"
2.5"
2"
1.5"
1.5"
1.25"
1.25"
1"
1.5"
1.25"
1.25"
1"
1"
2"
1.25"
1"
1"
1.25"
1.5"
1.5"
1.5"
1.25"
1"
1"
1.25"
1.25"
1"
1"
2"
3" 3"
1.25"
3"
1.25" 2.5"
1.25" 1.5"
1.5"
1.25"
1"
1"
1.25"
1"
1" 1.25"
1.25"
1"
2"
2.5"
1.5"
1.5"
1.25"
1.25"
1"
1.5"
1.5"
1.25"
1.25"
1"
2"
2.5"
2" 1.5" 1.5"1.25"
1.25"
2"
-2"
1.5"
1" 1.25"
1.25" 1.25"
1"
1"
2"
2.5"
2"
2"
1.5"
1.5"
1.25" 1.25" 1"
1.25"
1"
1"
2" 2.5"
1.5" 1.25"
1.5"
1.25"
1.25"
1" 1"
1.25"
1"
2"
2.5"
1.25"1.25" 1.5"
1.25"
1.25"
1"
1"
1"
1"
2.5"
2.5"
2" 2"
2" 1.5"
1.5"
1.5"
1.25"
1.25"
1"
1.5"
1.25"
1.25"
1"
2"
2.5"
2"
1.5"
1.25"
1.25"
1"
2.5"
2" 2"
2"
1.5"
1.5"
1.25"
1"
2"
3"
2.5"
2"
1.25"
1.5"
1.5"
1.25"
1.25"
1"
1"
1.25"
1"
1"
2"
1.5"
1.25"
1.25"
1"
2"
2.5"
1"
2"
2"
1.5"
1.5"
1.25"
1"
1"
2"
8 8
8 8
8 8
2.5"
1"
2.5"
1"
2" 1.5"
1.5" 1.5"
1"
1.25"
1.25"
1"
1.25"
1.25"
1"
2"
3" 1.25"
1.25"
2.5"
2.5" 2"
2"
1.5"
1.25"
1" 1"
1" 2"
2.5" 2"
1.25"
1"
1"
1.25" 1.25" 1.25"
1"
1"
1"
1"
2"
2.5"
1" 1.25"
1.25"
1"
1.25"
1.25"
1"
1"
1"
1"
2"
3" 2.5"
2.5"
2"
2"
1.5"
1.25"
1"
2"
2.5"
2" 1.25"
1"
1.25"
1"
1"
1" 1.25"
1"
1.25" 1"
1"
1"
1"
1"
2"
2.5"
2.5"
2"
2"
1.5"
1.25"
1"
2"
2.5"
2.5"
2"
2"
1.5"
1.5"
1.25"
1"
2"
2"
2"
1" 1.5"
1.5"
1"
1.25"
1.25"
1"
1"
1.5"
2.5"
2" 2"
1.5"
1.5"
1.25"
1"
2" 2"
1.25" 1.25"
1.25"
1"
1.25"
1" 1.5"
2.5"
2"
1.25"1"
1"
1"
2.5"
1" 2.5"
2"
2"
1.5"
1.5"
1.25"
1"
2"
2.5"
2.5"
2"
2"
1.5" 1.5"
1.25"
1"
1"
2"
3"
2" 2"
2"
1.5"
1.5"
1.25"
1.25"
1"
2"
1.5"
1.25"
1.25"
1"
1-3
2"
2"
2"
1.5"
1.5"
1.25"
1"
1-4
1.5"
2.5"
1"
2.5"
2"
2"
1.5"
1.5"
1.25"
1"
1-5
2"
2"
2"
1.5"
1"
1"
1.5"
1.25"
1.25"
1"
1-1
1.5"
3"
2"
2"
2"
1.5"
1.25"
1.25"
1"
2"
1.5"
1.5"
1.25"
1"
1-2
2"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
4"
4"
6"4"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
3"
3"
3"
3"
3"
4"
4"
4"
4"
1 1
EXISTING
SPRINKLER HEAD
REMOVE AND REINSTALL EXISTING
MAINLINE PIPE 3-FEET FROM THE BACK
OF THE NEW CORTEGE LANE.
CUT AND CAP EXISTING LATERAL PIPE
DOWNSTREAM OF EXISTING REMOTE CONTROL
VALVE. REMOVE EXISTING ROTOR SPRINKLERS
CUT AND CAP EXISTING LATERAL PIPE
DOWNSTREAM OF EXISTING REMOTE CONTROL
VALVE. REMOVE SPRINLERS AND REPLACE AFTER
NEW SIDEWALK CONSTRUCTION
CONNECT TO EXISTING LATERAL PIPE
CONNECT TO EXISTING LATERAL PIPE
ADD ALTERNATE D: DELETE THE STUB
OUT INDICATED AND INSTALL THE
COMPONENTS SHOWN WITHIN THE
ALTERNATE BOUNDARY
ADD ALTERNATE D
BOUNDARY
Q
ADD ALTERNATE B
CORTAGE AND PIC LANE
DEMOLITION AND
INSTALL NEW
SPRINKLERS AND
MAINLINE
PROTECT MAINLINE
AND WIRE IN PLACE
DURING
CONSTRUCTION,
INSTALL NEW SPRAY
SPRINKLERS AND
LATERAL PIPE
C
ADD ALTERNATE B
ADD ALTERNATE D
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
922CM3006
JDL CCT 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
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : O
:\G
OR
DO
N\
GE
OR
GI
AN
C\ P-
GA
NC
.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
FEBRUARY 28, 2022
BID DOCUMENTS SUBMISSION
LI101
BID DOCUMENTS
CHEROKEE COUNTY, GEORGIA
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
Ce rt i f ie d Ir rigat ion Designer
I R R
I G AT I ON A SS OC
I A T I
O
NCID
46102
JO
HN
D. LEONARD
2022/02/28
1" =
200' 0' 100' 200' 400'
200'
OVERALL IRRIGATION PLAN
LI102
LI103 LI104
LI105
| 85_922CM3006CS410-Col Enlg |
| 86_922CM3006CS411-Col Enlg |
| 87_922CM3006CG410-Col Grading |
| 88_922CM3006CG411-Col Grading |
| 89_922CM3006CG412-Col Grading |
| 90_922CM3006CG413-Col Grading |
| 91_922CM3006CI100-ExSignInventory |
| 92_922CM3006CI101-ExSignPhotos1 |
| 93_922CM3006CI102-ExSignPhotos2 |
| 94_922CM3006CI103-ExSignPhotos3 |
| 95_922CM3006CD110-ExSignDemolition |
| 96_922CM3006CI110-SignagePlan |
| 97_922CM3006CI111-SignagePlan |
| 98_922CM3006CI112-SignagePlan |
| 99_922CM3006CI600-SignagePlan |
| 100_922CM3006CI120-Site Furnishings Plan |
| 101_922CM3006CI121-Site Furnishings Plan |
| 102_922CM3006CI122-Site Furnishings Plan |
| 103_922CM3006CI501-SignDetails |
| 104_922CM3006CI502-SignDetails |
| 105_922CM3006CI503-SignDetails |
| 106_922CM3006CI504-SignDetails |
| 107_922CM3006CI505-SignDetails |
| 108_922CM3006CI520-Site Furnishings Details |
| 109_922CM3006CI521-Site Furnishings Details |
| 110_922CM3006CI522-Site Furnishings Details |
| 111_922CM3006CI523-Site Furnishings Details |
| 112_922CM3006CI700-Col Numb Plan |
| 113_922CM3006CI701-Col Elev |
| 114_922CM3006CI702-Col Elev |
| 115_922CM3006CI703-Col Elev |
| 116_922CM3006CI704-Col Elev |
| 117_922CM3006CI705-Col Elev |
| 118_922CM3006CI706-Col Elev |
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