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

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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

.

4

4

+

7

9

6

.

1

9

7

9

6

.

6

9 +

7

9

5

.

2

8

7

9

5

.

7

8

+

7

9

4

.

4

2

7

9

4

.

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

.

4

1

7

9

3

.

9

1

+

7

9

2

.

8

2

7

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3

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3

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795.0

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4

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793.46

793.96

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794.72

795.22

+

795.18

795.68

+

7

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7

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5

8

+

798.22

798.72

+

797.78

798.28

+

797.71

798.21

+

798.17

798.67

+

797.88

798.38

+

7

9

6

.

3

3

797.0

9

797.2

0

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+

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797.00

797.00

797.35

795.9

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796.6

1

797.28

796.5

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0

797.4

4

796.5

7

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7

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6

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6

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3

7

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5

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794.40

793.10

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798.3

798.4

798.4

798.4

797.0

797.7

796.0

796.6

795.2

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798.9

798.9

798.9

799.2

798.8

799.2

7

9

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799.2

799.2

798.7

799.2

7

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7

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7

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797.74

7

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796.7

796.2

798.4

797.6

796.6

797.0

7

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796.1

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7

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7

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79

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795.1

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793.58 794.08

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792.78 793.28

+

793.44 793.94

+

794.42

79

8.7

17

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7.7

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797.90

798.17

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793.10793.60

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798.16

7

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796.04

796.54

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797.66

798.16

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799.67

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800.02

800.52

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799.21

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798.29

798.79

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797.38

797.88

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796.56

797.06

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796.24

796.74

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795.81

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5.4

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4.4

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79

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79

4.5

79

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798.4

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795.13

X

PV

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792.43

X

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787.73

X

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0

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0

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797.02

PV

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798.1

0

PV

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797.3

5

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7

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0

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7

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+

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%

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0%

794.48

PVI 16+00

X

0.50%

7

9

5

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3

P

V

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8

+

5

0

X

796.92

PVI 0+00

X

-0.50%

7

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6

.

2

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4

1

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1

X

797.5

0

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00

X

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795.1

0

PV

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00

X

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0%

795.6

5

PV

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00

X

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5%

-0.9

6%

7

9

2

.

3

0

P

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1

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+

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0

X

1.94%

7

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7

.

1

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7

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793.4

0

PV

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00

X

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791.24

PV

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794.42

PV

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30.01

X

793.97

PVI 0+60

X

-1.50%

1.85%

799.34

PVI 3+50

X

800.09

PVI 5+00

X

0.50%

7

9

5

.

6

3

P

V

I

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+

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5

X

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7

9

6

.

8

0

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1

6

X

2

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0

%

795.25

PV

I 0+

00

X

794.42

PV

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65.04

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792.35

PV

I 4+

25

X

-0.80%

1.53%

797.57

PV

I 7+

65.28

7

9

6

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2

P

V

I 1

0

+

3

5

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70.50%

799.69

PV

I 0+

30

X

796.84

PV

I 1+

25

X

-3.0%

798.28

PV

I 2+

35.62

X

797.12

PV

I 2+

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

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+

+

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Drainage E

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Drainage Easement

Drainage Easement

Drainage E

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30'

30'

Dra

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Drainage and U

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Drainage and

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Utility Easement

12'

Utility

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12'

Utility Easement

12'

Utility E

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Utility E

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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

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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.