Windsor Pines_Site Plan18 16
20
2224
20
2224
1
8
2
0
2
2
2
4
18 20 22 2
4
16
16
16
1
6
18
20
24
26
Man-made
Pond
Man-made
Pond
Se
d
g
l
e
y
D
r
.
(5
0
'
P
r
i
v
a
t
e
R
/
W
)
312
313
314
315
316 317 318 319 320 321 322 323
324
13AR 13BR 14AR 14BR
A1
A2
A4
A5
A6
A7
A8
A3
B1
B2
B3
B4
B5
B6
C1 C2
C3 C4
C5 C6 C7 C8
D1 D2
D3 D4
D5 D6
E1 E2 E3 E4 E5 E6 E7 E8
F1 F2 F3 F4 F5 F6 F7 F8 G1 G2 G3 G4 G5 G6
Linksider
M.B. 25/76 & 77
The Cape
M.B. 24/14
SS
8'
'
W
8'
'
W
8'
'
W
8''
W
8'' W
8'' W
8'' W 8'' W 8'' W 8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W 8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8''
W
8''
W
8'' W
8'' W
8'' W
8'' W
SSSS
90.37'
8" PVC
@ 0.45%
SS85.
0
4
'
8" P
V
C
@ 0.4
5
%
SS74.49
'
8" PV
C
@ 0.4
5
%
SS 96.92'
8" PVC
0.45%@
SSSSSSSSSS
297.81'8" PVC0.45%@
S
S
S
S
13
4
.
2
8
'
8"
P
V
C
0.
4
5
%
@
SS
69.
6
0
'
8"
P
V
C
@
0
.
4
5
%
SSSSSS206.20'8" PVC0.45%@
SS
SS
SS
175.96'8" PVC 0.45%@
SS
SS
164.10
'
8" PVC
0.45%@
SS
SS
SS
SS
SS
SS
366.54'8" PVC 0.45%@
SS
SS
SS
183.87'8" PVC 0.45%@
SS
SS
SS
20
9
.
8
3
'
8"
P
V
C
0.
4
5
%
@ RIM: 18.00'INV. IN: 11.95'INV. OUT: 11.95'
MH 16
RIM: 19.00'INV. IN: 12.46'
INV. IN: 12.46'
INV. OUT: 12.36'
MH 17
RIM: 19.00'INV. IN: 12.94'INV. OUT: 12.84'
MH 18
RIM: 19.00'INV. IN: 13.38'INV. OUT: 13.28'
MH 19
RIM: 19.00'INV. IN: 13.91'INV. OUT: 13.81'
MH 20
RIM: 19.00'INV. OUT: 15.25'
MH 21
RIM: 19.00'INV. IN: 13.16'INV. OUT: 13.06'
MH 22
RIM: 19.00'INV. IN: 13.58'INV. OUT: 13.48'
MH 23
RIM: 21.00'INV. OUT: 14.50'
MH 24
RIM: 16.00'INV. IN: 10.00'
MH 26
RIM: 14.17'INV. IN: 10.89'INV. OUT: 10.79'
MH 27
RIM: 18.00'INV. IN: 11.73'INV. OUT: 11.63'
MH 28
RIM: 18.50'INV. IN: 13.48'
INV. IN: 13.48'INV. OUT: 13.38'
MH 29
RIM: 19.50'INV. OUT: 14.31'
MH 30
RIM: 18.00'INV. OUT: 14.42'
MH 31
17
19
18
82 81 80 79 67 66 65 64 63 62 61
737271706968
Man-made
Pond
Man-made
PondOpen
Space
Open
Space
Open
Space
78
60
74757677
30' Private
A
c
c
e
s
s
&
P
u
b
l
i
c
U
t
i
l
i
t
y
E
s
m
t
.
16151413121110
1
2
3
4 5 6 7 8 9
Open
Space
20' Perimeter Setback
20' Per
i
m
e
t
e
r
S
e
t
b
a
c
k
6'' W
6'' W
6'' W
21
9
S
t
a
t
i
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1
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Revisions
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Sheet No.
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Drawn By
Date
Job No.
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2 OF 4
03170946
1-26-18
JSB
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
FIRE HYDRANT (TYP.)
8" PVC WATERLINE
8" PVC WATERLINE
8" PVC WATERLINE
RIM AND INVERT
ESTIMATED
PROJECT BOUNDARY (TYP.)
6" PVC WATERLINE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
37.7
10
8
10 1
01012141618202224262830363234
34
32
30
28
26
2422
20
20
22 22
2
0
1
8
1
6
1
4
12
1816
Man-made
Pond
Man-made
Pond
The Ca
p
e
B
l
v
d
.
Tiara Dr.
324
1 2 3 4 5 6 7 8 9 10
11 12
13 14
15 16 17 18 19 20 21 22
17A 17B
14AR 14BR
15A 15B
16A 16B
18A
18B
19A
19B
12B
12A
Summit
M.B. 47/175
Telfair
SS
SS
SS
SS
SS
SS
SS
SS
S
W
W
W
W
W
W
S
8'' W
8'' W
8'' W
8'' W 8'' W 8'' W
8'' W
8'' W
8'' W
8''
W
8''
W
8''
W
8''
W
8'' W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8''
W
8'' W
8'' W 8'' W
8'' W
SSSSSSSSSS323.99'8" PVC0.45%@
SS
95.67'
8" PVC
@ 0.45%
S
S
87
.
0
7
'
8"
P
V
C
@
0
.
4
5
%
28.06'
8" PVC
@ 0.45%
SS
80
.
6
2
'
8"
P
V
C
0.
4
5
%
@
SS
SS
SS
SS
SS
SS
370.61'8" PVC0.45%@
SS
SS
117.82'
8" PVC
0.45%@
SS
100
.
0
0
'
8" P
V
C
0.4
5
%
@
SS
SS
128.
5
0
'
8" P
V
C
0.45
%
@
SS
SS 118.92'
8" PVC
@ 0.45%
SS
83.46'
8" PVC
@ 0.45%
SS
SS
SS
SS
230.02'8" PVC0.45%@
SS
SS
SS
SS
262.62'
8" PVC
0.45%@
RIM: 11.10'INV. IN: 7.81'INV. OUT: 7.71'
MH 7
RIM: 12.75'INV. IN: 9.37'INV. OUT: 9.27'
MH 8
RIM: 13.10'INV. OUT: 9.80'
MH 9
RIM: 15.00'INV. OUT: 9.52'
MH 25
RIM: 8.69'INV. IN: 4.21'
E-MH 1
RIM: 9.00'INV. IN: 5.72'INV. OUT: 5.62'
MH 3
RIM: 9.50'INV. IN: 6.18'
INV. IN: 6.18'INV. OUT: 6.08'
MH 4
RIM: 13.00'INV. IN: 7.95'INV. OUT: 7.85'
MH 10
RIM: 15.00'INV. IN: 8.58'
INV. OUT: 8.48'
MH 11
RIM: 17.00'INV. IN: 9.13'
INV. IN: 9.13'INV. OUT: 9.03'
MH 12
RIM: 19.00'INV. IN: 9.81'INV. OUT: 9.71'
MH 13
RIM: 20.00'INV. IN: 10.44'INV. OUT: 10.34'
MH 14RIM: 19.00'INV. IN: 10.92'INV. OUT: 10.82'
MH 15
RIM: 18.00'
INV. IN: 11.95'INV. OUT: 11.95'
MH 16
RIM: 9.00'INV. IN: 4.44'INV. OUT: 4.34'
MH 2
59 58 57 56
49 48 47 46 45 44 43
20
34
33
32
31302928
424140
39 38 37 36 35
55
Man-made
Pond
Man-made
Pond
Open
Space
Open
Space
Open
Space
Open
Space
27
24
232221
Open
Space
Open
Space
25
26
50
51
52
53
54
20' Util. Esmt.
Ex. Pedestri
a
n
B
r
i
d
g
e
Open
Space
20' Perimeter S
e
t
b
a
c
k
20' Perimeter Setback
SS
SS
S
S
SS
RIM: 10.14'INV. IN: 6.87'INV. OUT: 6.77'
MH 5(4' DIA.)
5
8
.
6
0
'
8
"
P
V
C
@
0
.
4
5
%
RIM: 10.51'
INV. IN: 7.24'INV. OUT: 7.13'
MH 6(4' DIA.)
10
6
.
4
2
'
8"
P
V
C
0.
4
5
%
@
20
'
U
t
i
l
.
E
s
m
t
.
20' Util.
E
s
m
t
.
21
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Sheet No.
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Drawn By
Date
Job No.
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3 OF 4
03170946
1-26-18
JSB
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
FIRE HYDRANT (TYP.)
6" PVC WATERLINE
8" PVC WATERLINE
RIM AND INVERT
FROM FIELD TOPO
PROJECT BOUNDARY (TYP.)
PROPOSED UTILITY
EASEMENT (TYP.)
FLUSHING DEVICE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
8 6 44610
Man-made
Pond
The Ca
p
e
B
l
v
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.
(60' Pri
v
a
t
e
R
/
W
)
Ma
i
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s
a
i
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L
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.
Fe
r
n
V
a
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D
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21 22
65
64
63
62
61
18
Place
M.B. 21/92
Chandlers
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8'' W 8'' W
8''
W
8'' W
8'' W 8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8''
W
SS
28.06'
8" PVC
@ 0.45%
SS
80
.
6
2
'
8"
P
V
C
0.
4
5
%
@
SS
SS
SS
SS
SS
262.62'
8" PVC
0.45%@
RIM: 11.10'INV. IN: 7.81'INV. OUT: 7.71'
MH 7
RIM: 8.69'INV. IN: 4.21'
E-MH 1
RIM: 9.00'INV. IN: 5.72'INV. OUT: 5.62'
MH 3
RIM: 9.50'
INV. IN: 6.18'
INV. IN: 6.18'INV. OUT: 6.08'
MH 4
RIM: 9.00'INV. IN: 4.44'INV. OUT: 4.34'
MH 2
43
42
Man-made
Pond
Open
Space
Open
Space
Open
Space
20' Util. Esmt.
Ex. Pedestri
a
n
B
r
i
d
g
e
SS
SS
S
S
SS
RIM: 10.14'INV. IN: 6.87'INV. OUT: 6.77'
MH 5(4' DIA.)
5
8
.
6
0
'
8
"
P
V
C
@
0
.
4
5
%
RIM: 10.51'INV. IN: 7.24'INV. OUT: 7.13'
MH 6(4' DIA.)
10
6
.
4
2
'
8"
P
V
C
0.
4
5
%
@
20
'
U
t
i
l
.
E
s
m
t
.
20' Util.
E
s
m
t
.
21
9
S
t
a
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R
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| S
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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4 OF 4
03170946
1-26-18
JSB
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
FIRE HYDRANT (TYP.)
8" PVC WATERLINE
RIM AND INVERT
FROM FIELD TOPO
EXISTING WATERLINE
CURRENT MAINSAIL LIFT STATION
PROJECT BOUNDARY (TYP.)
PROPOSED UTILITY
EASEMENT (TYP.)
CONNECT TO EX. WATERLINE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION