cook drive 60' r/w - 20' pav't
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FLAK
ES
MILL R
OA
D60' R
/W - P
AV'T VA
RIE
S
COOK DRIVE
60' R/W - 20' PAV'T
GABION LOOP
9
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860
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890
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1
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1
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8
9
0
100YR FLOOD PLAIN
3
4
57
8
9
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14
16
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25
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27
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31
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35
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38
39
EXIST. POWER LINES
TO BE RELOCATED
AC
TIV
E G
RE
EN
SP
AC
E
0.3
2A
C
STORMWATER POND
DOG PARK
0.24AC
1
2
11
13
15
18
24
30
34
6
37
40
50FT VEGETATED BUFFER
0.49AC
EXTEND 60" CMP CULVERT
AND MODIFY STREAM
ALIGNMENT AS NEEDED
5FT WALKWAY
7FT GRASS STRIP & 5FT
SIDEWALK (TYP.)
(PER OVERLAY DISTRICT)
STREAM BUFFER
UNDISTURBED GREEN SPACE
2.18AC
18,6
34S
F
19,5
24S
F
R
8
1
'
39'
R
6
2
'
UNDISTURBED GREEN
SPACE 0.31AC
CONNECT TO EXISTING
8" WATER LINE
8" WATER DI LINE
(TYP.)
HDPE STORM PIPE (TYP.)
SIZE VARIES, MIN. 18"
8" SDR35 PVC SEWER
LINE (TYP.)
292'
209'
215'
13,494SF
12,802SF
18,644SF
12,000SF
12,000SF
12,000SF
12,000SF12,000SF
12,000SF
12,334SF
25,993SF
25,039SF
20.901SF
22,542SF
15,691SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,763SF
15,952SF
15,889SF
12,000SF
12,5
68S
F
16,620SF14,028SF
12,000SF
12,000SF
13,551SF
12,642SF
12,198SF
14,033SF
5
0
'
50'
5
0
'
5
0
'
75'
75'
7
9
'
7
5
'
75'
80'
97'
78'
5
0
'
5
0
'
5
0
'
6
5
'
8
5
'
80'
75'
75'
70'
25' B
/L
25' B
/L
2
5
' B
/L
25' B
/L
25' B
/L
25' B
/L
25' B
/L
25' B
/L
2
5
' B
/L
25' B
/L
25' B
/L
25' B
/L
25' B/L
10' B
/L
25' B/L
25' B
/L
2
5
' B
/L
25
' B
/L
25' B/L
50'
R.O
.W
.
50'
R.O.W.
50'
R.O
.W
.
R38'
R
6
0
'
591'
EXISTING 60" CMP
CULVERT
40FT VEGETATED BUFFER
0.64AC
6FT HIGH CHAIN
LINK FENCE
22'
22'
22'
22'
22'
22'
22'
R
2
5
'
EXISTING 8" CI WATER LINE
APPROX. LOCATION)
EXISTING 8" CI WATER LINE
APPROX. LOCATION)
EXISTING 16" DI WATER LINE
APPROX. LOCATION)
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T IS
SUED
FO
R C
ON
STR
UC
TIO
N
MA
GN
OLIA
E
ST
AT
ES
5465 F
LA
KE
S M
ILL R
D
LA
ND
LO
T 220, D
IS
TR
IC
T 12
ELLE
NW
OO
D, H
EN
RY
C
OU
NT
Y, G
EO
RG
IA
DEVELOPMENT STANDARDS
CURRENT ZONING:
PROPOSED ZONING:
MINIMUM LOT AREA:
RA
R-4
12,000SF
MINIMUM LOT WIDTH: 75FT
MINIMUM SETBACKS:
FRONT: 25FT
SIDE: 10FT
REAR: 25FT
MAXIMUM HEIGHT: 45FT
MINIMUM HEATED FLOOR AREA:1,800SF
MAXIMUM DENSITY (MEDIUM): 6.0 UNITS/AC
CONCEPTUAL SUBDIVISION PLAN
GRASS TRIP 7FT
SIDEWALK: 5FT
PROJECT INFORMATION
SITE AREA:
NUMBER OF LOTS:
21.66AC
40
RIGHT-OF-WAY: 4.85AC
GREEN SPACES:
2.18ACSTREAM BUFFER:
1.13AC
VEGETATED BUFFERS:
ACTIVE GREEN SPACE:
DOG PARK:
0.32AC
0.24AC
TOTAL GREEN SPACE:
4.18AC
NET DEVELOPMENT DENSITY (40/12.63): 3.17 UNITS/AC
NET AREA (21.66 - 4.18 - 4.85): 12.63AC
GROSS DEVELOPMENT DENSITY (40/21.66):1.85 UNITS/AC
MINIMUM LOT SIZE: 12,000SF
MAXIMUM LOT SIZE: 25,993SF
MINIMUM HEATED FLOOR AREA: 2,500SF
DEVELOPER:
WAYNE MOREHEAD
CORE FIELD SERVICES, LLC
3112 MAIN STREET, SUITE 200
DULUTH, GA 30096
TEL. 678.641.2284
EMAIL. wmorehead@seedcapitalinvest.com
CONSULTING ENGINEER:
SAMUEL MCINTOSH, P.E.
CIVTECH CONSULTING, LLC
4221 GRANT FOREST CIRCLE
ELLENWOOD, GA 30294
TEL. 770.756.4699
EMAIL. smcintosh@civtechconsulting.com
SEWER FLOW ESTIMATE
NUMBER OF LOTS: 40
AVERAGE FLOW PER LOT: 300GPD (HCWA Stanndard SPecificaitons, Section 2.2.2.B.1.a)
TOTAL AVERAGE DAILY FLOW: 12,000GPD
NOTE
THE PROPERTY IS NOT WITHIN A PROTECTED WATERSHED
DISTRICT, PER HCWA WATERSHED PROTECTION AREA MAP
C-1
UNDISTURBED GREEN SPACE:0.31AC
FLAK
ES
MILL R
OA
D60' R
/W - P
AV'T VA
RIE
S
COOK DRIVE
60' R/W - 20' PAV'T
GABION LOOP
9
2
0
9
1
0
9
0
0
8
9
0
8
8
0
8
5
0
860
8
8
0
8
7
0
8
6
0
8
6
0
8
6
0
8
7
0
8
7
0
8
7
0
900
9
1
0
9
0
0
8
9
0
880
8
8
0
8
7
0
920
8
9
0
8
8
0
8
7
0
8
7
0
860
8
5
0
870
8
4
0
9
0
0
890
8
9
0
8
9
0
100YR FLOOD PLAIN
3
17
19
20
21
22
23
25
26
27
28
29
31
32
33
35
36
38
AC
TIV
E G
RE
EN
SP
AC
E
0.3
2A
C
STORMWATER POND
DOG PARK
0.24AC
1
2
18
24
30
34
37
50FT VEGETATED BUFFER
0.49AC
EXTEND 60" CMP CULVERT
AND MODIFY STREAM
ALIGNMENT AS NEEDED
5FT WALKWAY
STREAM BUFFER
UNDISTURBED GREEN SPACE
2.18AC
18,6
34S
F
19,5
24S
F
CONNECT TO EXISTING
8" WATER LINE
HDPE STORM PIPE (TYP.)
SIZE VARIES, MIN. 18"
8" SDR35 PVC SEWER
LINE (TYP.)
292'
209'
215'
13,494SF
12,802SF
18,644SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,000SF
12,763SF
15,952SF
15,889SF
12,000SF
12,5
68S
F
16,620SF14,028SF
12,000SF
12,000SF
13,551SF
12,642SF
75'
75'
80'
97'
78'
5
0
'
5
0
'
5
0
'
6
5
'
8
5
'
80'
75'
75'
70'
25' B
/L
25' B
/L
2
5
' B
/L
25' B
/L
25' B
/L
25' B
/L
25' B
/L
25' B
/L
2
5
' B
/L
25' B
/L
25' B
/L
25' B
/L
25' B/L
50'
R.O
.W
.
50'
R.O.W.
R38'
R
6
0
'
EXISTING 60" CMP
CULVERT
40FT VEGETATED BUFFER
0.64AC
6FT HIGH CHAIN
LINK FENCE
22'
22'
22'
22'
22'
R
2
5
'
EXISTING 8"
SEWER LINE
EXISTING 20' SS
EASEMENT
TIE TO EXISTING SS
MANHOL # SSMH-8144
PROP. 8" SEWER LINE
EXISTING 8" CI WATER LINE
APPROX. LOCATION)
EXISTING 8" CI WATER LINE
APPROX. LOCATION)
EXISTING 16" DI WATER LINE
APPROX. LOCATION)
Civ
Te
Ch
Co
ns
ul
Tin
g,
ll
C
NO
T IS
SUED
FO
R C
ON
STR
UC
TIO
N
MA
GN
OLIA
E
ST
AT
ES
5465 F
LA
KE
S M
ILL R
D
LA
ND
LO
T 220, D
IS
TR
IC
T 12
ELLE
NW
OO
D, H
EN
RY
C
OU
NT
Y, G
EO
RG
IA
CONCEPTUAL SEWER LINE CONNECTION
DEVELOPER:
WAYNE MOREHEAD
CORE FIELD SERVICES, LLC
3112 MAIN STREET, SUITE 200
DULUTH, GA 30096
TEL. 678.641.2284
EMAIL. wmorehead@seedcapitalinvest.com
CONSULTING ENGINEER:
SAMUEL MCINTOSH, P.E.
CIVTECH CONSULTING, LLC
4221 GRANT FOREST CIRCLE
ELLENWOOD, GA 30294
TEL. 770.756.4699
EMAIL. smcintosh@civtechconsulting.com
C-2
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