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PRELIMINARY PLAT
1
Date
Project No.
Scale
#
Revisions
Nature
Date By App'd.
Drawn By
Designed By
Checked By
M-
SEE ABOVE R.C.M.
D.P.
R.C.M.
WHITTINGTON, PHASES 1, 2, & 3
2-7-17
2419
FONTANELLE, PHASE I
89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
2 3 4 5 6 78
10
1112
1314
15
16
1718
19
20
155
154
153 152
151
150
149
148
147
146
145
144
143
142
141
140
112111 110 109
108 107 106 105104
103
102
101
100
99
118
119120121122
113114 115 116 117
98
97969493
9291
90
89
88
129
128
127
126
125
124
123
84 83
8285
87
86
8079
81
61
60
5958 57 56 55 54 53 52
50
49
48
4746
45
44
434241403938373635343332
31
30
29
28
2726
2524
23
22
21
62
63
6465 66 67 68 69 70 71
7273
74757677
78
GREENSPACE
GREENSPACE
GREEN SPACE
GREENSPACE
GREENSPACE
PROPOSED LAKE
LOCATIONPROJECT
130
131
132
133
9
51
95
139
GREE
N S
PACE
PARK
1DETENTION
GREENSPACE
GREEN SPACE
COMMON
297
298
299
296
295
294
293
292
291
290
NORTH PLACE OFMADISON, PART 5
COMMON AREA
WHITTINGTON, PHASES 1, 2, & 3
AREA
ASHTON PARKR-1
(30' WIDE)
(DETENTION)
WELCHSHIRE DRIVE(50' R.O.W.)
WELCH
(50'SHIRE COVE
R.O.
W.)
WEL
CHSH
IRE
(50'
R.O
.W.)
DRIV
E
PENR
OSE
PLA
CE(5
0' R
.O.W
.)
WHITTINGTON(50' R.O.W.)
CIRCLE
WHITTINGTON(50' R.O.W.)
CIRCLE
RUMFORD COURT(50' R.O.W.)
ASHWORTH CIRCLE (50' R.O.W.) (PRIVATE)
ASHWORTH CIRCLE (50' R.O.W.) (PRIVATE)
R-2
ASHTON PARKR-1
1RESPONSE TO COMMENTS
10-3-16 D.P. R.C.M.
(PRIVATE
)
(PRIVATE
)
(PRIVATE)
(PRIVATE)
(PRI
VATE
)
(PRI
VATE
)
(PRIVATE)
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SCALE: 1"=100'
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SURVEYOR
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P.E. 19185
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P.S. 3051
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ENGINEER
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EXIST. WOOD FENCE
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EXIST. WOOD FENCE
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EXIST. WOOD FENCE
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EXIST. WOOD FENCE
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LOCUST LANE
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EXIST. WOOD FENCE
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TREELINE
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TREELINE
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VICINITY MAP
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SCALE: 1" = 2,000'
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BOZEMAN ROAD
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GALLERIA
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INTERSTATE
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MISSISSIPPI
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(MAIN STREET)
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U.S. HIGHWAY 51
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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10' DRAINAGE
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EASEMENT
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10' UTILITY
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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30' DRAINAGE
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EASEMENT
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30' DRAINAGE
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EASEMENT
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TEMPORARY
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CONSTRUCTION
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' UTILITY
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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EXIST. 24" H.D.P.E.
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TOP BANK
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TOP BANK
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TOP BANK
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TOP BANK
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TOP BANK
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TOP BANK
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EXIST. DITCH
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EXIST. DITCH
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10' DRAINAGE
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EASEMENT
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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EXIST. M.H.
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EXIST. M.H.
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8" SANITARY
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8" SANITARY
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8" SANITARY SEWER
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8" SANITARY SEWER
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY SEWER
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8" SANITARY SEWER
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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8" SANITARY
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6" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER MAIN
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8" WATER
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8" WATER MAIN
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8" WATER MAIN
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8" SANITARY
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10' DRAINAGE
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EASEMENT
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10' UTILITY
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EASEMENT
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1,288.52'
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S 89%%d47'26" W 629.22'
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S 89%%d56'53" W 1,952.43'
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N 12%%d57'00" W
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N 89%%d14'19" E
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N 12%%d53'00" W 1,792.96'
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EAST 2,385.97'
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CH = S 10%%D09'23" E
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R = 4,185.00'
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ARC = 318.00'
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CHORD = 317.92'
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S 07%%d58'47" E
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CH = S 23%%D50'03" E
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R = 340.00'
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ARC = 188.16'
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CHORD = 185.77'
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S 39%%d41'18" E
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CH = S 33%%D11'00" E
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R = 435.00'
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ARC = 98.78'
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CHORD = 98.57'
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S 26%%d40'41" E
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CH = S 30%%D24'24" E
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R = 415.00'
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ARC = 54.01'
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CHORD = 53.97'
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S 34%%d08'07" E
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CH = S 22%%D08'05" E
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R = 385.00'
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ARC = 161.27'
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CHORD = 160.10'
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S 10%%d08'04" E
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S 12%%d20'00" E
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CITY OF MADISON, MADISON COUNTY, MISSISSIPPI
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SITUATED IN THE W 1/2 OF SECTION 5 & THE E 1/2 OF SECTION 6 T7N-R2E
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SECTION 6, T7N, R2E
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SEE SHEET 2
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SECTION 5, T7N, R2E
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GIANNI, LLC
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AMELIA ENTERPRISES, LLC
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JAYESH &
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ARMSTRONG
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KIMBERLY
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NAEMUL &
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NAHID ISLAM
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SEIED GHA-
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FARIANDOOR
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HANA ZAYED
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MATHEW &
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MUHAMMAD &
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DEEBA SOHAIL
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CAMI HILL
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GWENDOLYN
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ROBERT &
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JEFFERSON BOYD
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TIMOTHY &
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TRICIA CANTRELL
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MOHAMMAD
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NORTH PLACE
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DEVELOPMENT, INC.
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SUNNYBROOK CHILDREN'S HOME
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AZALEA DRIVE
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DELBERT SLOAN
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ANNIE HUGHES
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BARBARA SMITH
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MARTIN KRUIGER
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YEH TZU YI
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CHAMBLEE
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PROPERTIES, LLC
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DEBORAH HILLARD
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MARCUS MORRIS
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10' DRAINAGE
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EASEMENT
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10' DRAINAGE
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EASEMENT
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10' UTILITY
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EASEMENT
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' UTILITY
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EASEMENT
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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PROPOSED 30" H.D.P.E.
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(TO BE VERIFIED DURING THE
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CONSTRUCTION PLAN PHASE)
Page 2
PRELIMINARY PLAT
2
Date
Project No.
Scale
#
Revisions
Nature
Date By App'd.
Drawn By
Designed By
Checked By
M-
SEE ABOVE R.C.M.
D.P.
R.C.M.
WHITTINGTON, PHASES 1, 2, & 3
2-7-17
2419
134
135
136
137
138
139
GREENSPACE
PARK
WHITTINGTON, PHASES 1, 2, & 3
WEL
CHSH
IRE
(50'
R.O
.W.)
DRIV
E
PLAC
E(50
' R.
O.W
.) (P
RIVA
TE)
ASHTON PARKR-1
1RESPONSE TO COMMENTS
10-3-16 D.P. R.C.M.
(PRI
VATE
)
PENR
OSE
AutoCAD SHX Text
SCALE: 1"=100'
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SURVEYOR
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P.E. 19185
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P.S. 3051
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ENGINEER
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ROLL OVER CURB
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TYPICAL STREET SECTION
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ROLL OVER CURB
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29'-0" BACK TO BACK
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1/4" PER FT.
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1/4" PER FT.
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4" HOT BITUMINOUS BASE COURSE (BB-1), TYPE 6
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6% HYDRATED LIME MIXED
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12" INTO SUBGRADE
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CLASS "C"-MDOT SPECS.
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EXTENDING 1' OUTSIDE
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BACK OF CURB
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98% DENSITY REQ'D.
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1/2" PER FT.
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1/2" PER FT.
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50'-0" R.O.W.
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1 1/2" HOT BITUMINOUS SURFACE COURSE (SC-1), TYPE 8
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CONTRACTOR SHALL MAINTAIN 3' VERTICAL SEPERATION BETWEEN TOP OF SUBGRADE AND
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EXPANSIVE SOILS. UNDERCUTTING SHALL EXTEND 3' OUTSIDE THE BACK OF CURB.
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5'-0" WIDE, 4" THICK CONCRETE
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SIDEWALK BY HOME BUILDER (TYP.)
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5' OR 15'
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TYPICAL LOT DETAIL
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LOTS 21-87
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TYPICAL LOT DETAIL
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LOTS 1-20 AND 123-155
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TYPICAL LOT DETAIL
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LOTS 88-122
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20' BETWEEN
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DWELLINGS
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20' BETWEEN
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DWELLINGS
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LOCUST LANE
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CATHERINE
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TELEPHONE & POWER BOXES
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ON CONC. SLAB
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EXIST. GATE
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FIBER OPTIC BOX
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5' OR 15'
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15' STREET
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15' STREET
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15' STREET
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' UTILITY
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EASEMENT
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10' NO-CUT
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EASEMENT
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STORM SEWER
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STORM SEWER
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8" SANITARY SEWER
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8" WATER MAIN
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5' DRAINAGE EASEMENT
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(UNLESS OTHERWISE NOTED)
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5' DRAINAGE EASEMENT
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(UNLESS OTHERWISE NOTED)
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5' DRAINAGE EASEMENT
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(UNLESS OTHERWISE NOTED)
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5' DRAINAGE EASEMENT
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(UNLESS OTHERWISE NOTED)
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10' UTILITY EASEMENT
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(UNLESS OTHERWISE NOTED)
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10' UTILITY EASEMENT
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(UNLESS OTHERWISE NOTED)
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10' UTILITY EASEMENT
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(UNLESS OTHERWISE NOTED)
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CITY OF MADISON, MADISON COUNTY, MISSISSIPPI
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SITUATED IN THE W 1/2 OF SECTION 5 & THE E 1/2 OF SECTION 6 T7N-R2E
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S 12%%d20'00" E
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S 13%%d00'03" E
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S 13%%d00'06" E
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S 15%%d15'07" E
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CH = N 12%%D20'19" E
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R = 875.00'
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ARC = 383.65'
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CHORD = 380.58'
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CH = N 05%%D20'10" E
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R = 1,950.00'
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ARC = 378.34'
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CHORD = 377.75'
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(TO BE RELOCATED)
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APPROXIMATE GATE
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RELOCATION SITE
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R-2 ZONING
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R-4 ZONING
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RE-B ZONING
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SECTION 6, T7N, R2E
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SECTION 5, T7N, R2E
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ASHTON PARK
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SUNNYBROOK CHILDREN'S HOME
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2. See Typical Lot Details for Building Setbacks.
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4. This property is zoned as R-2, R-4 and RE-B in the City of Madison, MS,
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1. The total developable area of this parcel is 106.46 acres, more or less.
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5. This property is located in Zone "X" and Zone "AE", according to F.I.R.M. Community
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Panel No. 28089CO576 F, effective March 17, 2010.
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6. All construction will be in accordance with the City of Madison's specifications
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7. Domestic water service, fire protection and sewer will be provided by the City of
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Madison, MS.
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8. The minimum square footage of heated/cooled area for homes is 2,500 square feet
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and ordinances.
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9. All signs shall be in accordance with the regulations set forth in the Sign Ordinance
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for the City of Madison.
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10. All lighting shall be in accordance with the Subdivision Regulations for the City of
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Madison.
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3. The proposed lot density is 1.5 Lots/Acre.
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CONSTRUCTION "BEST MANAGEMENT PRACTICES" (BMP'S)
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1. Dust control will be implemented by watering construction areas during dry periods.
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2. Mulching, seeding (temporary & permanent), topsoiling, and tree/vine planting will be
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used for project stabilization after disturbance.
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3. The detention facilities for the project will be utilized as temporary sediment basins
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until final stabilization.
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4. Silt fence, storm drain inlet protection, and straw bale barriers will be used during
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construction, the location(s) of which will be shown on the construction drawings.
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Madison County.
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SANCTUARY DEVELOPMENT, LLC
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124 ONE MADISON PLAZA
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MADISON, MS 39110
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PH. 601-720-5555
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for lots Zoned R-2 and R-4. The minimum square footage of heated/cooled area for
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homes is 3,500 square feet for lots Zoned RE-B.
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ENTRANCE FEATURE
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UNDER DESIGN
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11. Minimum Finished Floor Elevation -
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%%ULAKE DATA
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TOP OF DAM ELEV. - 289.0'
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NORMAL POOL ELEV. - 285.0'
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BOTTOM ELEV. - 277.0'
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SURFACE AREA AT NORMAL POOL - 3.30 ACRES
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OUTLET STRUCTURE DETAILS
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PLAN VIEW
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FRONT VIEW
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SIDE VIEW
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ELEV. 285.00
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ELEV. 285.00
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ELEV. 284.90
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ELEV. 284.00
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CUT-OFF WALL
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CUT-OFF WALL
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CUT-OFF WALL
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CONCRETE TO BE 4,000 P.S.I. AT 28 DAYS AND REINFORCED
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WITH NO. 4, GRADE 60 BARS AT 12" O.C. EACH WAY.
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ELEV. 289.00
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ELEV. 289.00
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OUTLET DITCH DETAIL
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200# RIPRAP
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(24" THICK)
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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10' NO-CUT
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TREE BUFFER
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