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X X X X X X X X X
X X X X X X X X
25' STATE WATER BUFFER
50' STATE WATER BUFFER
75' STATE WATER BUFFER
CL CREEK
CL CREEK
ELEV.: 1007.54DATUM: NAVD88DESC.: 1/2" REBARTBM
ELEV.: 963.81DATUM: NAVD88DESC.: 1/2" REBARTBM
ELEV.: 994.62DATUM: NAVD88DESC.: 1/2" REBARTBM
4' CHAIN LIN
K FENCE
GFE:1009.91GARAGE
DRIVEWAYCONCRETE
IPSIPS
(50' R
/W
)
BR
OO
KW
OO
D D
RIV
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P.O.B
(50' R
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)
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(5
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/W
)
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R
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1"OTP
1/2"RBF
IPS IPS
1/2"RBF
PORCH
STEPS
PATIOSW
(50' R
/W
)
BR
OO
KW
OO
D D
RIV
E
FFE: 1011.29BRICK
TWO STORY#4877
1/2"RBF3/4"RBF
1/2"RBFAXEL
1/2"RBF
3/4"RBF1/2"RBF
1/2"RBF 1/2"RBF
1/2"RBF1/2"RBF
1/2"RBF
EX
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DRY CREEK BED
BEGIN BASEFLOW
10' B
SL
30' BSL
10' BSL
10' BSL
35' B
SL
10' B
SL
13
12
19
12
1615
BELLMEADE CT 50' R/W
GREEN SPACE
DETENTION
POND
B
E
L
L
M
E
A
D
E
C
I
R
5
0
' R
/
W
35' BSL
25' BSL
35' BSL
30' B
SL
35' BSL
10' BSL
30' B
SL
35' B
SL
10' BSL10' BSL
7.5' BSL
2.0 AC.
SAN-8
S
S
S
S
SS
SS
SSSS
SSSS
SSSS
SS
30' BSL
26,895SF
17,625SF
10,256SF
11,030SF
13,546SF
13,782SF
16,094SF
EXIST. DRIVEWAY &
EASEMENT TO REMAIN
1412,762SF
7.5'
BSL
7
5
'
7
5
'
7
5
'
1710,281SF 18
12,739SF
30' BSL
35' BSL
25' B
SL
Patio
Tw
o S
tory
Brick
Pool
SS
SS
SS
SS
SS
SS
314,767SF
413,222SF
5 610,500SF
7 8 917,520SF
1111,494SF
1014,177SF
13,222SF10,500SF
10,500SF
2039,024SF
30' BSL
30' BSL
35' B
SL35
' BSL
VIRGIL LANE
VIRGIL LANE - (50' R/W)
W
O
O
D
B
R
O
O
K
D
R
I
V
E
950
9
6
0
9
4
4
9
4
6
9
4
8
9
5
2
9
5
4
9
5
6
9
5
8
9
6
2
9
6
4
9
6
6
9
6
8
SS
SS
SS
SS
SS
NEW 8" PVC SS
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GRAPHIC SCALE (FEET)25 50 100
MA
TC
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E A
-A
MA
TC
H LIN
E A
-A
AutoCAD SHX Text
S89° 29' 53"E
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N00° 23' 27"E
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N89° 16' 08"W
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S00° 23' 33"W
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11.3898 ACRES
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496,139 SQ FT
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SITE AREA
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N00° 23' 27"E
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S89° 36' 33"E
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N00° 23' 27"E
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1225.98'
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N89° 29' 53"W
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S14° 46' 38"W
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CH=258.41
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DIR=S08° 56' 32"W
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R=1,270.88'
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L=258.86'
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S84° 39' 59"E
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S88° 40' 39"E
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S88° 47' 17"E
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S04° 31' 32"W
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S89° 14' 16"E
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N00° 13' 48"E
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S89° 27' 08"E
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N00° 23' 27"E
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N89° 36' 33"W
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ROLLED CURB
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ROLLED CURB
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EDGE OF ASPHALT
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18" DIA. HDPE STORM PIPE
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8" PVC SEWER LINE
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N00° 23' 27"E
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N/F CAROLYN WADE SMITH DB 13958, PG 0620 TAX ID: 19114400030
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N/F JOAN V. THORNTON PB 29, PG 36 TAX ID: 19114400430
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N/F FOREST CHARLES SLAGHT III PB 29, PG 36 TAX ID: 19114400420
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N/F JO C. BROOKS PB 29, PG 36 TAX ID: 19114400420
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N/F MARIE E. JONES PB 29, PG 36 TAX ID: 19114400440
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N/F KATHERINE L COOK PB 29, PG 36 TAX ID: 19114400130
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SSMH RIM=946.42 IN=934.2 OUT=934.1
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SSMH RIM=944.05 IN=934.0 OUT=933.9
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ROLLED CURB
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ROLLED CURB
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ROLLED CURB
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ROLLED CURB
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N/F JOSEPH MOLES PB 29, PG 36 TAX ID: 19114400050
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LANDSCAPE AREA
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LANDSCAPE AREA
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LANDSCAPE AREA
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CRAPE MYRTLE
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DRAWN BY:
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DESIGNED BY:
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FILE NO.
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APPROVED BY:
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ELLENWOOD, GA 30294
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4221 GRANT FOREST CIRCLE
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REVISION
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TEL. 770-756-4699
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SEE SHEET
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9/27/2021
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ENGINEER: CIVTECH CONSULTING, LLC 4221 GRANT FOREST CIRCLE ELLENWOOD, GA 30294 CONTACT:SAMUEL MCINTOSH, P.E. TEL. 770-756-4699 770-756-4699 EMAIL:
[email protected] AutoCAD SHX Text
OWNER/DEVELOPER T.A.M.G. REALTY, INC REALTY, INC 875 ROSWELL RD, SUITE C100 ROSWELL, GA 30076 CONTACT: TIFFANY GRAY TEL. 678-278-9439 678-278-9439 EMAIL:
[email protected] AutoCAD SHX Text
SITE DATA TOTAL AREA OF DEVELOPMENT: 13.94 AC 13.94 AC TOTAL DISTURBED AREA ON SITE: 2.75 AC GREEN SPACES: PROTECTED STREAM BUFFER: 3.38 AC 3.38 AC LANDSCAPE STRIPS: 0.89AC 0.89AC OTHER: TOTAL GREEN SPACES: 4.27 AC 4.27 AC BUILDABLE AREA:(13.94 - 4.27) 9.67 AC 9.67 AC DEVELOPMENT DENSITY: NUMBER OF LOTS: 19 19 DENSITY (19/9.67): 1.96 UNITS/AC 1.96 UNITS/AC ALLOWABLE DENSITY: 2.1 UNITS/AC 2.1 UNITS/AC
AutoCAD SHX Text
ZONING STANDARDS EXISTING ZONING: R-20 R-20 PROPOSED ZONING: R-15 (OCS) R-15 (OCS) MINIMUM LOT SIZE: 15,000/10,000 SF 15,000/10,000 SF MAX. UNITS/AC: 2.10 2.10 MIN. FLOOR AREA: 1,150 SF 1,150 SF MIN. LOT WIDTH: 75FT (50FT AT CUL-DE-SAC) 75FT (50FT AT CUL-DE-SAC) SETBACK - FRONT: 35 FT 35 FT SETBACK - SIDE: 10/7.5 FT (25FT IF ADJACENT STREET) 10/7.5 FT (25FT IF ADJACENT STREET) SETBACK - REAR; 30 FT 30 FT MAX. COVERAGE: 35% 35% MAX. HEIGHT: 35 FT35 FT
