SW6211101_Plansheet C04 - Proposed Conditions/Site Plan_20211130

W. STEWART McLEOD
AND WIFE,
TAMMY C, McLEOD
50% UNDIVIDED INTEREST
AND
B FRANKLIN McLEOD, III
AND WIFE
ELAINE P, McLEOD
50% UNDIVIDED INTEREST
DB 2479, P. 337
MAP# 2002-789
RA-20R
rn 67
39
>; 20,039 SF
0 46 Ac
5zj A-1
.6,
A-2
1 100 200 3011
DEW❑N TH❑MAS TAYL❑R
DB 3581, P. 846
MAP# 2013-277
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W, STEWART McLEOD
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AND WIFE,
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D
TAMMY C, McLEOD
n
j0
50% UNDIVIDED INTEREST
AND
200.0'
-
B FRANKLIN McLEOD, III
c
AND WIFE
N
I
ELAINE P, McLEOD
CD
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g
50% UNDIVIDED INTEREST
o 6'0
-
DB 2479, P. 337
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MAP# 2002-789
In
RA-20R
200.0'
i
NO
a
0
P
0�
I" - DRY PO D#1
PROP 20' DRAINAGE EAS�MENT
■ CLUSTER MAIL BOX UNIT
96.4' 100.0' 100.0' 100.0' 95.0'
CURVE
RADIUS
CHORD BEARING
CHORD LENGTH
C 1
60.00'
N
50'53' 1 3"
W
66.64'
C2
50.00'
S
80'56'43"
W
29.91 '
C3
20.00'
N
87'49'38"
W
17.32'
C4
200.00'
N
58'37'41 "
W
24.70'
C5
20.00'
S
08'34'56"
E
29.02'
C6
260.00'
S
53'19'00"
E
16.08'
C7
60.00'
N
72'40' 1 7"
E
99.39'
C8
60.00'
S
28'3TO8"
W
104.53'
C9
20.00'
S
63'34'57"
W
17.32'
C10
50.00'
N
01'40'42"
E
31.20'
C 1 1
20.00'
N
1 2' 15'53"
E
17.32'
C 12
50.00'
N
67'00'32"
W
0e95'
C13
20.00'
S
75'41'06"
W
24.49'
C14
60.00'
S
54'27'02"
W
101.86'
C 15
60.00'
S
23'06'23"
E
40.00'
C16
50.00'
S
69'52'58"
E
55.05'
C17
50.00'
N
60'22'04"
E
45.81'
C 18
60.00'
N
81'25'04"
E
82.59'
C 19
25.00'
S
08'34'56"
E
36.27'
DEW❑N TH❑MAS TAYLOR
DB 3581, P. 846
MAP# 2013-277
TRACT 2
73p'S' RA-20R
27 N
W
W
25,579 SF °' 26
0.59 Ac 0. 21,776 SF 00.
25 �,
0.50 Ac 21,415 SF w
0.49 Ac 2> > 24
062gc F
34 0
0
0
0 28
23,349 SF o
35 0
36 0
37
0 21,888 SF �r
0.54 Ac
20,000 SF
20,000 SF
20,000 SF
0.50 Ac CD
0.46 Ac
0.46 Ac
0.46 Ac
c c
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0
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110.0'
m
112.2'
100.0'
100.0'
100.0'
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0 30
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33
0 32
0
0
0
20,713 SF
20,000 SF
20,000 SF
20,000 SF
29
0.48 Ac
0.46 Ac
0.46 Ac
0.46 Ac
21,888 SF
0.50 Ac
44.8'
100.0'
100.0'
100.0'
95.0'
(PUBLICUTILITY) O 0 o w
"p 8 c W2
6 ^ ' 95.0' 100.0' 81.4'
I
v 235.7,
C 4
18
20
21,888 SF o
19 00
20,121 SF .w
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0
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a
0.46 Ac
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21 �a� n/ry^o, Q
0.46 Ac
25,191 SF
nrn'a
0.58 Ac
110.0'
100.0'
101.0'
104.0'
1 122.1' 9.01
103.1'
0 16
0 15
0
0
17
20,000 SF
20,200 SF
14
21,888 SF
0.46 Ac
0.46 Ac
20,800 SF
13
0.50 Ac
0.48 Ac
23,925 SF
0.55 Act
N�
G
95.0'
100.0'
101.0'
23.1' 80.9'
81.3
G 86.9'
98.3'
98.1'
98.0'
97.8'
34.0' 637
97.8'
98.0'
98.6'
.7' 121.3' 43.8'
R25 0
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6
20,000 SF a
20,000 SF �
20,000 SF
0.46 Ac
20,611 SF
20,000 SF
0.46 Ac
0.46 Ac
5
20,000 SF
0.46 Ac
0.46 Ac
0.46 Ac
0.47 Ac
0.46 Ac
20,000 SF
0.46 Ac
28.T 44.8'_
07
0.46 Ac
101.5'
PROP SIGN
EASEMENT
POND#
lr�:�,
PROP 15' DRAIN
GE EASEMENT,
_
o
DRY
5241
98.1'
55.9'
102.21
98.3'
22.2' 57.9' 17.922.4'
75.4' 12.0'29.8'
0.9' 72.0'
0'S REETSCAPE BUFFE m
30'
EXI CONC.
6'W 6.W SWAM E 6'W 10'X70' SIGHT -
TRAT- GAP
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30' STREETSCAPE BUFFER o o
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NURSERY RD
SIGN LOCATION & EASEMENT
30'STREETSCAPE BUFFER
XIST HYD 5'W
-'-NU�ERY--ROAD NCSF4'E7
is
11
D,780 SF
0.48 Ac
27
v
rn
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DEBRA FISHER TAYL❑R
DB 3172, P. 185
MAP # 2013-277
LOT A
MAP # 2017-381 0
LOT A
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EBRA FISHER TAYL❑R
DB 3172, P, 185
MAP # 2013-277
LOT A
PIN 0505-36-1291
RA-20R 6"w
4. 71.5' 26.5' 47. '
30' STREETSCAPE BUFFER i
.W
6'W
6'W - 6'W
APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE
WATER CAPACITY OR WASTEWATER CAPACITY.
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.
THIS DEVELOPMENT MAY REQUIRE ADDITIONAL
IMPROVEMENTS TO THE EXISTING WATER AND
WASTEWATER SYSTEM TO MEET FUTURE WATER AND
WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT,
CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL
THIS DEVELOPMENT IS WITHIN ONE MILE OF A
VOLUNTARY AGRICULTURAL DISTRICT.
THE HOME OWNER'S ASSOCIATION WILL BE
RESPONSIBLE FOR MAINTENANCE OF THE MAIL KIOSK,
OPEN SPACES, ALL LANDSCAPE BUFFERING, AND
DRAINAGE EASEMENTS.
MAXIMUM IMPERVIOUS AREA PER LOT = 5000 SQ.FT
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FILE:
CP-202101-MASON RIDGE