Proposed Storm Sewer
Proposed Contour
Proposed Swale
Proposed Storm Manhole
Proposed Curb Inlet
Prop. Catch Basin / Yard Drain
Proposed Endwall
608.73
Adjacent Plat Grade
[607.86]Proposed Rip Rap
Prop. Garage Floor Elev.
Prop. Drainage Direction
Proposed Spot Elevation
Prop. Lot Corner Elevation
608.73
+
Existing Grade
Proposed Culvert
608
000.0
Underground Cable TV
Underground Fiber Optic
Sanitary Sewer
Storm Sewer
Water Main
Fence - Steel
Overhead Electric Lines
Underground Electric
Underground Gas Line
Underground Telephone
Fence - Wood
Fence - Barbed Wire
E
E
A
T
T
W
Sanitary MH / Tank / Base
Clean Out / Curb Stop / Pull Box
Storm Manhole
Hydrant
Catch Basin / Yard Drain
Inlet
Utility Pole
Light Pole / Signal
Guy Wire / Pump
Utility Meter
Utility Valve
Telephone Pedestal
Telephone Manhole
Air Conditioner
Electric Transformer
Electric Pedestal
Sign
Tower / Silo
Satellite Dish
Post / Guard Post
Flag Pole
Marsh
Soil Boring
Water MH / Well
Deciduous Tree
Bush / Hedge
Coniferous Tree
Large Rock
Stump
Wetlands
LEGEND
Treeline
Railroad Tracks
Index Contour
Ex Spot Elevation
Railroad Signal
Culvert
Intermediate Contour
Utility Guy Wire
G
C
Gas Regulator
CATV Pedestal
Benchmark
Asphalt Pavement
Concrete PavementWetlands
Gravel
76
16,785 SF
79
24,302 SF
80
25,817 SF
84
17,409 SF
85
16,852 SF
86
16,060 SF
87
21,610 SF
88
24,020 SF
78
17,345 SF
77
18,074 SF
75
16,072 SF
90
16,978 SF
91
12,150 SF
92
12,150 SF
93
12,150 SF
94
12,150 SF
95
12,150 SF
96
12,150 SF
135'
135'
135'
135'
135'
135'
135'
135'
1
3
5
'
1
4
0
'
144'
125'
50'
7
0
'
1
1
2
'
1
1
8
'
4
4
'
93'
108'
9
2
'
90'
90'
90'
90'
90'
124'
9
1
'
8
5
'
7
8
'
7
9
'
7
5
'
55'
113'
184'
1
8
5
'
2
2
1
'
2
2
7
'
200'
1
8
4
'
170'
201'
191'
176'
180'
293'
216'
51'
90'
90'
90'
90'
90'
90'
38'
4
4
'
7
7
'
8
6
'
3
1
'
77'
1
0
7
'
1
2
0
'
1
2
0
'
1
2
0
'
89
17,922 SF
83
16,713 SF
82
22,182 SF
81
24,507 SF
160
14,221 SF
97
12,150 SF
98
16,231 SF
99
15,173 SF
100
15,248 SF
101
13,691 SF
104
12,316 SF
102
13,557 SF
103
14,623 SF
105
12,408 SF
158
11,992 SF
172
13,177 SF
161
16,069 SF
167
20,165 SF
108
12,541 SF
111
11,759 SF
125
14,277 SF
124
11,758 SF
123
11,758 SF
122
11,758 SF
121
11,758 SF
120
11,758 SF
119
11,758 SF
118
11,759 SF
117
11,867 SF
116
15,145 SF
115
17,229 SF
114
14,015 SF
113
12,270 SF
112
11,768 SF
110
11,758 SF
162
12,623 SF
163
12,623 SF
164
12,623 SF
165
12,623 SF
166
15,399 SF
170
12,420 SF
168
14,837 SF
169
12,420 SF
171
13,039 SF
109
12,831 SF
107
12,270 SF
106
12,000 SF
150
12,837 SF
152
12,385 SF
151
12,385 SF
126
12,181 SF
127
11,993 SF
128
11,993 SF
153
11,993 SF
154
11,993 SF
155
11,993 SF
156
11,993 SF
157
11,992 SF
159
11,992 SF
129
14,852 SF
149
14,742 SF
148
12,012 SF
147
12,012 SF
146
12,012 SF
145
12,012 SF
144
13,316 SF
143
12,012 SF
142
12,012 SF
141
13,583 SF
140
17,641 SF
139
12,150 SF
138
12,150 SF
132
17,457 SF
137
14,086 SF
136
15,179 SF
135
13,365 SF
134
13,834 SF
133
22,422 SF
131
14,086 SF
130
12,261 SF
1
2
9
'
1
4
4
'
1
3
6
'
1
4
2
'
1
4
8
'
135'
135'
135'
135'
1
6
3
'
1
8
8
'
1
3
5
'
1
3
5
'
1
4
4
'
1
3
5
'
1
3
5
'
1
3
5
'
130'
90'
94'
93'
93'
93'
144'
112'
67'
93'
93'
93'
93'
18'
5
8
'
5
9
'
8
6
'
9
2
'
9
3
'
6
2
'
1
1
0
'
1
0
9
'
1
0
9
'
93'
16'
79'
90'
3
9
'
89'
129'
63'
24'
3
'
8
9
'
8
2
'
8
0
'
8
2
'
8
8
'
8
5
'
42'
44'
43'
136'
136'
136'
136'
137'
1
3
6
'
1
3
6
'
1
3
6
'
133'
133'
133'
135'
11
0'
93
'
14
3'
91
'9
3'
135'
124'
1
8
'
7
1
'
4
1
'
47'
4
7
'
72'
1
8
'
124'
105'
91'
135'
90'
135'
90'
135'
90'
90'
166'
93'
80'
6
5
'
4
4
'
1
0
0
'
6
9
'
7
5
'
8
8
'
8
8
'
6
0
'
6
4
'
37'
88'
88'
88'
88'
113'
103'
88'
120'
88'
161'
88'
88'
89'
91'
1
8
3
'1
6
3
'
1
3
4
'
1
2
5
'
41'
2
9
'
8
8
'
8
8
'
5
7
'
180'
105'
92'
133'
110'
134'
13
5'
107'
135'
104'
87'
135'
87'
87'
135'
87'
87'
135'
87'
87'
135'
87'
87'
135'
87'
87'
135'
87'
87'
135'
87'
87'
143'
4
4
'
44'
87'
223'
4
4
'
7
6
'
87'
176'
9
9
'
87'
148'
9
2
'
87'
136'
88'
87'
135'
56'31'
87'
135'
87'
87'
135'
87'
137'
91
'
137'
87
'8
8'
137'
88
'
88'
137'
88
'
88
'
137'
88'
88
'
137'
88
'
88
'
137'
88
'
88'
137'
88'
88
'
137'
88
'
88
'
137'
88
'
137'
88
'
88
'76'
39'
51'
76'
103'
11
3'
93
'9
3'
10
1'
13
7'
135'
114'
60'
4
3
'
5
9
'
7
0
'
23
'
135'
2
2
9
'
1
8
4
'
90'
10'
1
4
5
'
198'
204'
90'
90'
90'
90'
90'
90'
90'
29'
1
5
4
'
Utility E
asem
ent
12' U
tilit
y E
asem
ent
1
2
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tility
Easem
ent
1
2
'
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Dra
inage E
asem
ent
Storm
S
ew
er E
asem
ent
Temporary Cul du Sac to
be released upon
extension of right of way
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
S
to
rm
S
e
w
e
r E
a
s
e
m
e
n
t
12' U
tility
Easem
ent
1
2
'
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
797.42
797.92
+
797.32
797.82
+
796.60
797.10
+
795.88
796.38
+
795.39
795.89
+
795.62
796.12
+
794.93
795.43
+
794.07
794.57
+
794.4
2
794.9
2
+
7
9
6
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1
7
9
6
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1
+
7
9
6
.
9
4
7
9
7
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4
4
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7
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6
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1
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7
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6
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7
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7
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7
8
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7
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4
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4
2
7
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4
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9
2
+
793.49
793.99
+
797.38
797.88
+
796.68
797.18
+
797.37
797.87
+
795.96
796.46
+
795.38
795.88
+
795.63
796.13
+
795.02
795.52
+
794.16
794.66
+
7
9
3
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4
1
7
9
3
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7
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2
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798.22
798.72
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797.78
798.28
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797.71
798.21
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798.38
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7
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797.35
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792.43
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791.24
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794.42
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793.97
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799.34
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794.42
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792.35
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797.57
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7
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799.69
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X
796.84
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X
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798.28
PV
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35.62
X
797.12
PV
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88.62
X
1.30%
-2.19%
x
798.86
x
x
794.51
x
792.90
x
792.02791.14
x
792.02
x
792.90
x
793.65
x
794.40
x
795.12
796.70
794.15
793.45
797.1
797.1
797.1
796.4
796.9
1 797.7
5
+
7
9
5
.
9
7
9
7
.
9
7
9
7
.
2
7
9
6
.
3
7
9
5
.
7
7
9
5
.2
5
793.10
799.3
801.1
801.2
801.0
796.0
Rita W
ay (60')
Marilyn Row (60')
So
ftw
in
d R
oa
d (6
0')
Mim
osa L
ane (
60')
Big
Bend D
rive (
60')
Phase 4
Phase 3
Phase 3
Phase 3
Phase 1
P
h
a
s
e
3
P
h
a
s
e
1
Windflow
er D
rive (60')
OL 2
+
796.7
+
+
+
+
796.0
795.0
794.0
793.0
93.74
+
+
+
+
Drainage E
asem
ent
30'
Drainage Easement
Drainage Easement
Drainage E
asem
ent
15'
30'
30'
Dra
inage a
nd U
tility
Easem
ent
Drainage and U
tility E
asem
ent
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
D
r
a
i
n
a
g
e
a
n
d
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
15'
Dra
inage a
nd U
tilit
y E
asem
ent
15'
Drainage
E
a
s
e
m
e
n
t
15'
Drainage and
Utility E
ase
ment
15'
Utility Easement
12'
Utility
Easem
ent
12'
Utility Easement
12'
Utility E
asem
ent
Utility E
asem
ent
12'
12'
Utility
Easem
ent
12'
U
tility
E
a
s
e
m
e
n
t
12'
Utility Easement
Utilit
y E
asem
ent
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
S
to
rm
S
e
w
e
r
E
a
s
e
m
e
n
t
30'
30'
30'
Utility Easement
30'
30'
12'
12'
Wetland Area to be Avoided
Wetland Area to be Disturbed
Page
Author:
Date:
1.2
TJT
Last Saved by:
taylor
Filename:
3380engr3.dwg
Win
din
g C
re
ek E
sta
te
s 3
Villa
ge
o
f F
ox C
ro
ssin
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in
ne
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go
C
ou
nty, W
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Fo
r: T
erra
D
eve
lo
pm
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t L
LC
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AG
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DIN
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PL
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IN
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EN
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ON
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AL, IN
C.
CIV
IL
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IN
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RIN
G C
ON
SU
LT
AN
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18
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tre
et M
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ash
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Ph
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ax: 9
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59
5
ww
w.d
ave
l.p
ro
100 0 100 200 300
09/20/2017
NOTES:
1. Existing utilities shown are indicated in accordance with available records and field
measurements. The contractor shall be responsible for obtaining exact locations &
elevations of all utilities, including sewer and water from the owners of the respective
utilities. All utility owners shall be notified by the contractor 72 hours prior to
excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations.
2. The Contractor shall verify all staking and field layout against the plan and field
conditions prior to constructing the work and immediately notify the Engineer of any
discrepancies.
3. Vegetation beyond slopes shall remain.
4. The contractor shall minimize the area disturbed by construction as the project is
constructed. Disturbed areas shall be seeded as soon as final grade is established.
Contractor shall replace topsoil and then seed, fertilize and mulch all lawn areas
within 1 week of topsoil placement.
5. Contractor shall remove all excess materials from the site. Earthwork contractors
shall verify topsoil depth.
6. All sediment and erosion control devices and methods shall be in accordance with
the Wisconsin DNR Technical Standards.
7. The contractor shall make weekly inspections and inspections within 1 day of any
rainfall exceeding 0.5 inches of the sediment and erosion control devices throughout
construction. The contractor shall repair or maintain erosion control devices as
necessary. The inspection reports shall be made available to the owner at the end
of the construction or upon demand during construction.
8. Updated survey and title search have not been authorized and the boundary and
easements shown may be inaccurate or incomplete.
HOUSE ELEVATIONS:
The house elevations shall be set to provide positive drainage away
from the building in all directions as shown in the above details.
House elevations and driveway locations may need to vary
depending on size, location, and architecture of the home. Changes
to the grading plan or house elevations can be allowed only if an
individual lot grading plan is prepared by a professional engineer.
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