922CM3006_GANC_Bid Documents_Plans_08-19.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 is a solicitation for construction services at the Georgia National Cemetery in Canton, Georgia. The solicitation seeks bids 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. Additionally, associated site and infrastructure requirements are included in the scope of work. The solicitation was issued by the Department of Veterans Affairs National Cemetery Administration with the number 36C78622R0020. The location of the construction project is at the Georgia National Cemetery located at 25 Mount Carmel Church Ln, Canton, GA 30114.
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Text version
COLUMBARIUM
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
18" HDPE
18" HDPE
18" HDPE
CO
CO
FLAG ASSEMBLY AREA
EX. MEMORIAL
WALKWAY
EX. POW
FLAG AREA
EX. MEMORIAL SECTIONS
INTERMENT AREA #3
SECTION 6
(1,360 FULL
CASKET PLOTS)
SECTION 2
(1,552 FULL CASKET
PLOTS)
SECTION 8
(1,746 PRE-PLACED
CRYPTS)
SECTION 9
(1,746 PRE-PLACED
CRYPTS)
SECTION 10
(1,746 PRE-PLACED
CRYPTS)
SCATTER
GARDEN
COMMITTAL
SHELTER #2
GARDEN
NICHE #3
GARDEN
NICHE #2
GARDEN
NICHE #1
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGEUGEUGE
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
C
C
C E
128+00
129+00
130+00
+00
+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
11+00
12+00
13+00
14+00
15+00
EX. MOUNTABLE
CURB (TYP.)
EX. GRAVEL
MAINTENANCE.
DRIVE (TYP.)
EX. 8' CONC.
SIDEWALK (TYP.)
EX. 8' CONC.
SIDEWALK (TYP.)
EX. 10' CONC.
SIDEWALK (TYP.)
EX. WROUGHT
IRON FENCE/
GUARDRAIL (TYP.)
PT: 130+81.64
PC: 132+04.09
PT: 13
8+16.
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. SEDIMENT
35 21
LP
49 80
HP
47 25
HP
42 24
HP
41 90
LP
42 16
HP
41 90
LP
42 54
HP
41 88
LP
115 4
62 1154
Di
Di
Sd1-NS
Sd1-NS
Sd1-NS
Di
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
CONCRETE
WASHOUT
Co
Tr
Tr
Tr
Tr
Tr
Tr
Sd2
Sd2
Sd2
Sd2
Sd2
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP
Tr
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC101
EROSION & SEDIMENT CONTROL
PLAN PHASE 1
N
KEY MAP
(NOT TO SCALE)
321 4
EROSION & SEDIMENT CONTROL NOTES:
1. IN CRYPT AREAS, WATER IN CRYPT HOLES TO BE REMOVED USING PUMP WITH FILTER BAG ATTACHED TO
HOSE OUTLET.
EX. FLOWER
WATERING
STATION (TYP.)
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24"
HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
30" HDPE
18" HDPE
18" HDPE
24" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
30" HDPE
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
8"
PVC UNDERDRAIN (T
YP.)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SECTION 13
(526 FULL
CASKET PLOTS)
SECTION 11
(1,746 PRE-PLACED
CRYPTS)
COMMITTAL
SHELTER #2
GARDEN
NICHE #3
UG
E
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
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
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
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
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
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
C E
E
C E
C E
93+00
94+00
95+00
96+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
13+00
14+00
15+00
EX. FLOWER
WATERING
STATION (TYP.)
EX. WROUGHT
IRON FENCE/
GUARDRAIL (TYP.)
PC
: 9
3+
.05
PT: 95+56.80
PC: 96+59.88
PT: 13
8+16.
PC: 14
1+75.
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.)
30" HDPE
4" PERFORATED PVC
UNDERDRAIN (TYP.)
47 25
HP
27 83
LP
22 20
LP
41 90
LP
42 54
HP
41 88
LP
44 39
HP
1156 1154
1148 1146
Di
Di
SSF
Di
Di
Di
Di
Di
Di
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
CONCRETE
WASHOUT
CONCRETE
WASHOUT
D.A.= AC.
TO SED. TRAP1
1.74
D.A.= AC.
TO SED. TRAP2
3.00
SEDIMENT TRAP 1
BOTTOM OF TRAP=1122.5
TOP OF WET STORAGE=1125.00
DRY STORAGE=1126.50
EMBANKMENT=1128.00
SEDIMENT TRAP 2
BOTTOM OF TRAP=1127.00
TOP OF WET STORAGE=1129.50
DRY STORAGE=1131.00
EMBANKMENT=1132.50
Co
Co
Di
Di
Sd4
Sd4
Di
SSF
SSF
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
28 00
GS
28 00
GS
28 00
GS
28 00
GS
25 00
GS
22 50
GS
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
27 00
GS
27 00
GS
32 50
GS
32 50
GS
32 50
GS
32 50
GS
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSFSSFSSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SS
F
Sd1-NS
Tr
Tr
Sd1-NS
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC102
EROSION & SEDIMENT CONTROL
PLAN PHASE 1
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
N
KEY MAP
(NOT TO SCALE)
321 4
EROSION & SEDIMENT CONTROL NOTES:
EX. FLOWER
WATERING
STATION (TYP.)
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
" H
DP
E
30" HDPE
18" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. UTILITY
ACCESS GATE
EX. GRAVEL
TRAIL (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. CARILLON
CORTEGE
ASSEMBLY
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
EX. FIRE
HYDRANT
(TYP.)
SECTION 13
(526 FULL
CASKET PLOTS)
EX. SANITARY
SEWER SEPTIC
FIELD (TYP.)
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. ELECTRICAL
ESM'T (TYP.)
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
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
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
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
UG
C
C
E
C
E
C
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
UGC
UGC
UGC
UGC
UGC
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
EX. TELEVISION
PEDESTAL (TYP.)
C
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. UNDERGROUNDCOMMUNICATIONS
CONDUIT (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. WATER
ESM'T (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. UNDERGROUND
COMMUNICATIONS
CONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. UTILITY
POLE (TYP.)
E
C
C
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
150+00
+00
2+
3+
11+00
12+00
13+
14+00
15+00
16+00
17+00
18+00
11+00
12+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
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. GRAVEL
TRAIL (TYP.)
EX. OVERHEAD
POWER LINES
(TYP.)
PC
: 9
3+
.05
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. 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
30" HDPE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. SEDIMENT
BASIN "L"
1160 1156
108810861084
1078107610741072 1068106610641062
52105
410421040
11681168
CONCRETE
WASHOUT
Di Di
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
CONCRETE
WASHOUT
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
Co
Tr
Tr
Sd2
TP
TP
TP
TP
TP
TP
TP
TP
Tr
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
Tr
Tr
Tr
Tr
27 00
GS
32 50
GS
32 50
GS
SSF
Sd1-NS
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC103
EROSION & SEDIMENT CONTROL
PLAN PHASE 1
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
N
KEY MAP
(NOT TO SCALE)
321 4
EROSION & SEDIMENT CONTROL NOTES:
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
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
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
UGE
UGE
UGE
EX. UTILITY
POLE (TYP.)
EX. GUY
WIRE (TYP.)
EX. COMM.
POLE (TYP.)
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
EX. GRAVEL
TRAIL (TYP.)
EX. GRAVEL
TRAIL (TYP.)
EX. WETLAND W3
00 1090
1100 1110
10521054105610581060
10621064
1066106810701072 107410761078
1080108210841086108810901092
109410961098
11001102
11041106
11081110111211141116111811201122112411261128
10981050
1118 1116
14 11
11681168
10421044
110811061104
8 1096
Di
Sd1-NS
Sd1-NS
Sd1-NS
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SSF
SS
F
SSF
SS
F
SSF
SSF
SSF
SSF
SS
F
SS
F
SSF
SSF
SSF
SSF
SSF
SSF
1124 1122 1120 1118 1116
SSF
SSF
SSF
SSF
SSF
SSF
10981100
11061108
11121114
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Di
Di
SEDIMENT TRAP 3
BOTTOM OF TRAP=1114.50
TOP OF WET STORAGE=1117.00
DRY STORAGE=1118.50
EMBANKMENT=1120.00
D.A.= AC.
TO SED. TRAP3
3.63
D.A.= AC.
TO SED. TRAP4
4.69
SEDIMENT TRAP 4
BOTTOM OF TRAP=1097.50
TOP OF WET STORAGE=1098.75
DRY STORAGE=1101.50
EMBANKMENT=1103.00
Sd4
Sd4
14 50
GS
97 50
GS
17 00
GS
20 00
GS
20 00
GS
20 00
GS
20 00
GS
01 50
GS
03 00
GS
03 00
GS
03 00
GS
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
14 11
SSF
SSF
SSF
SSF
SSF
SSF
SSF
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
Tr
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC104
EROSION & SEDIMENT CONTROL
PLAN PHASE 1
N
KEY MAP
(NOT TO SCALE)
321 4
MATCHLINE
SEE BELOW
MATCHLINE
SEE BELOW
EROSION & SEDIMENT CONTROL NOTES:
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
18" HDPE
18" HDPE
18" HDPE
18" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. GRAVEL
TRAIL (TYP.)
EX. FLAG
SLEEVE (TYP.)
CORTEGE
ASSEMBLY
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
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
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UG
C
C
E
C
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
EX. TELEVISION
PEDESTAL (TYP.)C
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. UNDERGROUND
COMMUNICATIONS
CONDUIT (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. WATER
ESM'T (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. UNDERGROUND
COMMUNICATIONS
CONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
E
C
C
87+00
88+00
89+00
90+00
11+00
12+00
13+
14+00
15+0016+00
17+00
18+00
11+00
12+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
OHE
OHE
OHE
OHE
EX. SITE
SIGNAGE
(TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
EX. CONCRETE
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. SITE
SIGNAGE
(TYP.)
EX. 4" PVC SAN.
SEW. LATERAL
EX. SAN. SEW.
PRESSURE
DIST. VALVE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
11681168
Sd2
Sd2
Sd2
Di
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd2
SSF
Co
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTPTP
TP
TP
TP
TP
Tr
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 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
\G C-
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
GC401
EROSION & SEDIMENT CONTROL PLAN
PHASE 1 - ADD ALTERNATE OPTION B
N
KEY MAP
(NOT TO SCALE)
P.I.C.
NORTH
GRAPHICAL SCALE: 1"=20'
20 10 0 20 40 60
SE
C
SEC
SEC
SEC
COLUMBARIUM
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
18" HDPE
18" HDPE
18" HDPE
CO
CO
FLAG ASSEMBLY AREA
EX. MEMORIAL
WALKWAY
EX. POW
FLAG AREA
EX. MEMORIAL SECTIONS
INTERMENT AREA #3
SECTION 6
(1,360 FULL
CASKET PLOTS)
SECTION 2
(1,552 FULL CASKET
PLOTS)
SECTION 8
(1,746 PRE-PLACED
CRYPTS)
SECTION 9
(1,746 PRE-PLACED
CRYPTS)
SECTION 10
(1,746 PRE-PLACED
CRYPTS)
SCATTER
GARDEN
COMMITTAL
SHELTER #2
GARDEN
NICHE #3
GARDEN
NICHE #2
GARDEN
NICHE #1
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGEUGEUGE
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
C
C
C E
128+00
129+00
130+00
+00
+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
11+00
12+00
13+00
14+00
15+00
EX. MOUNTABLE
CURB (TYP.)
EX. GRAVEL
MAINTENANCE.
DRIVE (TYP.)
EX. 8' CONC.
SIDEWALK (TYP.)
EX. 8' CONC.
SIDEWALK (TYP.)
EX. 10' CONC.
SIDEWALK (TYP.)
EX. WROUGHT
IRON FENCE/
GUARDRAIL (TYP.)
PT: 130+81.64
PC: 132+04.09
PT: 13
8+16.
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. SEDIMENT
35 21
LP
49 80
HP
47 25
HP
42 24
HP
41 90
LP
42 16
HP
41 90
LP
42 54
HP
41 88
LP
115 4
62 1154
SE
C
SEC
SEC
SEC
115 2
114 8 1146
4 4
1 1 4 4
4 2
Di
Di
Sd1-NS
Sd1-NS
Sd1-NS
Di
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
CONCRETE
WASHOUT
Co
Tr
Tr
Tr
Tr
Tr
Tr
Sd2
Sd2
Sd2
Sd2
Sd2
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP
Tr
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
2.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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC105
EROSION & SEDIMENT CONTROL
PLAN PHASE 2
N
KEY MAP
(NOT TO SCALE)
321 4
EROSION & SEDIMENT CONTROL NOTES:
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SE
C
SE
C
SE
C
SEC
SE
C
SE
C
SE
C
SE
C
SEC
SEC
COLUMBARIUM
EX. FLOWER
WATERING
STATION (TYP.)
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24"
HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
30" HDPE
18" HDPE
18" HDPE
24" HDPE
18" HDPE
18" HDPE
24" HDPE
24" HDPE
30" HDPE
CO
CO
8"
PVC UNDERDRAIN (T
YP.)
8"
PVC UNDERDRAIN (T
YP.)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SECTION 13
(526 FULL
CASKET PLOTS)
SECTION 11
(1,746 PRE-PLACED
CRYPTS)
COMMITTAL
SHELTER #2
GARDEN
NICHE #3
UG
E
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
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
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
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
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
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
C E
E
C E
C E
93+00
94+00
95+00
96+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
13+00
14+00
15+00
EX. FLOWER
WATERING
STATION (TYP.)
EX. WROUGHT
IRON FENCE/
GUARDRAIL (TYP.)
PC
: 9
3+
.05
PT: 95+56.80
PC: 96+59.88
PT: 13
8+16.
PC: 14
1+75.
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.)
30" HDPE
4" PERFORATED PVC
UNDERDRAIN (TYP.)
47 25
HP
27 83
LP
22 20
LP
41 90
LP
42 54
HP
41 88
LP
44 39
HP
1156 1154
1148 1146
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SE
C
SE
C
SE
C
SEC
SE
C
SE
C
SE
C
SE
C
SEC
SEC
113 0
113 4
113 4
113 2
113 8
114 2
114 2
113 4
114 0
113 2
113 6
113 6
1 1
3 2
3 0
114 2
Di
Di
Di
Di
Di
Di
Di
Di
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
CONCRETE
WASHOUT
CONCRETE
WASHOUT
D.A.= AC.
TO SED. TRAP1
1.74
D.A.= AC.
TO SED. TRAP2
3.00
SEDIMENT TRAP 1
BOTTOM OF TRAP=1122.5
TOP OF WET STORAGE=1125.00
DRY STORAGE=1126.50
EMBANKMENT=1128.00
SEDIMENT TRAP 2
BOTTOM OF TRAP=1127.00
TOP OF WET STORAGE=1129.50
DRY STORAGE=1131.00
EMBANKMENT=1132.50
Co
Co
Di
Di
Sd4
Sd4
Di
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
Sd2
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
28 00
GS
28 00
GS
28 00
GS
28 00
GS
25 00
GS
22 50
GS
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
27 00
GS
27 00
GS
32 50
GS
32 50
GS
32 50
GS
32 50
GS
Sd1-NS
Tr
Tr
Sd1-NS
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
2.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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC106
EROSION & SEDIMENT CONTROL
PLAN PHASE 2
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
N
KEY MAP
(NOT TO SCALE)
321 4
EROSION & SEDIMENT CONTROL NOTES:
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
SE
C
SEC
EX. FLOWER
WATERING
STATION (TYP.)
18" HDPE
18" HDPE
" H
DP
E
" H
DP
E
" H
DP
E
18" HDPE
" H
DPE
18"
HDPE
18"
HDPE
18" HDPE
" H
DP
E
30" HDPE
18" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
EX. CARILLON
CORTEGE
ASSEMBLY
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
EX. FIRE
HYDRANT
(TYP.)
SECTION 13
(526 FULL
CASKET PLOTS)
EX. SANITARY
SEWER SEPTIC
FIELD (TYP.)
VETERAN CEMETERY ROAD
PUBLIC
INFORMATION
CENTER
EX. ELECTRICAL
ESM'T (TYP.)
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
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
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
UG
C
C
E
C
E
C
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
UGC
UGC
UGC
UGC
UGC
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
EX. TELEVISION
PEDESTAL (TYP.)
C
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. UNDERGROUNDCOMMUNICATIONS
CONDUIT (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. WATER
ESM'T (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. UNDERGROUND
COMMUNICATIONS
CONDUIT (TYP.)
EX. CONCRETE
SIDEWALK (TYP.)
E
C
C
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
150+00
+00
2+
3+
11+00
12+00
13+
14+00
15+00
16+00
17+00
18+00
11+00
12+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
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. OVERHEAD
POWER LINES
(TYP.)
PC
: 9
3+
.05
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. 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
30" HDPE
EX. 1.5" PVC
SERVICE
LINE (TYP.)
EX. SEDIMENT
BASIN "L"
1160 1156
108810861084
1078107610741072 1068106610641062
52105
410421040
11681168
3+
4+
155+00
156+00
157+00
158+00
+00
160+00
161+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
PT: 158+91.69
PC: 159+18.87
SE
C
SEC
54 51
TOP
54 39
TOP
53 59
TOP
54 05
TOP
1138 1138
110211001098
1138 1138
TEMPORARY
CRUSHED ROCK
CONSTRUCTION
EXIT/ENTRANCE
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Di
Di
Di
Di
Co
Di
D.A.=
TO SED. TRAP
3.63
Tr
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
Tr
Tr
Tr
Di Di
Sd1-NS
CONCRETE
WASHOUT
Tr
Tr
Sd2
TP
TP
TP
TP
TP
TP
TP
TP
27 00
GS
32 50
GS
32 50
GS
Sd1-NS
CONCRETE
WASHOUT
E&S STRUCTURAL PRACTICES
A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
2.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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC107
EROSION & SEDIMENT CONTROL
PLAN PHASE 2
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
N
KEY MAP
(NOT TO SCALE)
321 4
EROSION & SEDIMENT CONTROL NOTES:
site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
160+00
161+00
162+00
163+00
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
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
SEC
SEC
UGE
UGE
UGE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
EX. WETLAND W3
00 1090
1100 1110
10521054105610581060
10621064
1066106810701072 107410761078
1080108210841086108810901092
109410961098
11001102
11041106
11081110111211141116111811201122112411261128
10981050
1118 1116
14 11
11681168
10421044
110811061104
8 1096
160+00
161+00
162+00
163+00
PT: 158+91.69
PC: 159+18.87
PT
: 1
+1
2.6
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
SEC
SEC
1114 11
1124 11
1 4
110 0
1118 1116
110211001098
28 11
26 11 24 11
22 11 20 11
18 11 16 11
1 1 161 1
2 0
12 11
111011121114
110 2
110 0 10 9 8
110 2 110 0
10 9 8
110 6
11001098
110 0
1114 1112
1108 1106
06 11
04 11 02 11 00 10
98 10 96 10
94 10 92 10
1118 1094
110 2
Di
Sd1-NS
Sd1-NS
Sd1-NS
Di
Di
D.A.= AC.
TO SED. TRAP4
4.69
D.A.= AC.
TO SED. TRAP3
3.63
11001102
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Tr
Di
Di
Di
1124 1122 1120 1118 1116
SEDIMENT TRAP 3
BOTTOM OF TRAP=1114.50
TOP OF WET STORAGE=1117.00
DRY STORAGE=1118.50
EMBANKMENT=1120.00
Sd4
14 50
GS
17 00
GS
20 00
GS
20 00
GS
20 00
GS
20 00
GS
SEDIMENT TRAP 4
BOTTOM OF TRAP=1097.50
TOP OF WET STORAGE=1098.75
DRY STORAGE=1101.50
EMBANKMENT=1103.00
Sd4 97 50
GS
01 50
GS
03 00
GS
03 00
GS
03 00
GS
03 00
GS
PC
: 1
4+
.49
14 11
PC
: 1
4+
.49
1114 1112
Di
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
Tr
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
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 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
\G C-
2.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
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GC108
EROSION & SEDIMENT CONTROL
PLAN PHASE 2
N
KEY MAP
(NOT TO SCALE)
321 4
MATCHLINE
SEE BELOW
MATCHLINE
SEE BELOW
EROSION & SEDIMENT CONTROL NOTES:
site exit to provide a place for removing mud from tires thereby protecting public streets.
A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.
Co CONSTRUCTION
EXIT
CODE PRACTICE DETAIL DESCRIPTIONMAP
SYMBOL
Cd
Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.
Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.
Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.
Ds1
Ds3
DISTURBED AREA
STABILIZATION
(WITH MULCHING
ONLY)
DISTURBED AREA
STABILIZATION
(WITH PERM
SEEDING)
DISTURBED AREA
STABILIZATION
(WITH TEMP
SEEDING)
Ds2
A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.
An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.
An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.
Di
Sd2
Sd3
INLET
SEDIMENT
TRAP
TEMPORARY
SEDIMENT
BASIN
(LABEL)
Sd3
A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.
St
STORMDRAIN
OUTLET
PROTECTION
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
(DENOTE TREE CENTERS)
CHECKDAM
DIVERSION
A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.
Sd1 SEDIMENT
BARRIER
(TYPE C)
Co
Di
St
Ds2
Ds1
DRAINAGE DIVIDE
LIMITS OF WORK
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
LIMITS OF CLEARING
FAMILY ROOM
256 SF
155+00
PC: 153+63.69
PT
: 1
+9
1.4
PC
: 1
+9
8.4
18" HDPE
18" HDPE
18" HDPE
18" HDPE
EX. 6" PVC ROOF
DRAIN (TYP.)
EX. FLAG
SLEEVE (TYP.)
CORTEGE
ASSEMBLY
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
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
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UG
C
C
E
C
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
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
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