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

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

Topographic Survey

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 Pavement

Gravel

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

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

Topographic Survey

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 Pavement

Gravel

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. Elevation at Foundation

Prop. Drainage Direction

Proposed Spot Elevation

Prop. Lot Corner Elevation

608.73

+

Existing Grade

Proposed Culvert

608

000.0

DW

Approximate Driveway Location

50'

50

'

Typical No access

detail

92

18,359 SF

86

18,959 SF

0.4352 ac

80

18,307 SF

0.4203 ac

105

14,099 SF

0.3237 ac

79

23,706 SF

0.5442 ac

107

19,064 SF

0.4376 ac110

14,796 SF

0.3397 ac

62

17,653 SF

0.4053 ac

81

20,126 SF

0.4620 ac

82

16,289 SF

0.3739 ac

83

16,289 SF

0.3739 ac

84

16,289 SF

0.3739 ac

85

16,445 SF

0.3775 ac

87

14,095 SF

0.3236 ac

88

14,095 SF

0.3236 ac

89

14,096 SF

0.3236 ac

90

14,097 SF

0.3236 ac

91

14,097 SF

0.3236 ac

103

14,098 SF

0.3236 ac

104

14,098 SF

0.3237 ac

106

14,109 SF

0.3239 ac

111

14,582 SF

109

17,000 SF

0.3903 ac

108

17,000 SF

0.3903 ac

102

18,216 SF

0.4182 ac

97

25,829 SF

0.5930 ac

96

15,964 SF

0.3665 ac

98

19,182 SF

0.4404 ac

95

15,964 SF

0.3665 ac

99

13,946 SF

0.3202 ac

94

15,964 SF

0.3665 ac

100

15,392 SF

0.3534 ac

93

15,964 SF

0.3665 ac

101

15,608 SF

0.3583 ac

118

17,700 SF

0.4063 ac

76

21,033 SF

0.4828 ac

73

15,950 SF

0.3662 ac

72

13,775 SF

0.3162 ac

117

13,775 SF

0.3162 ac

77

15,747 SF

0.3615 ac

78

15,517 SF

0.3562 ac

75

20,049 SF

0.4603 ac

74

16,944 SF

0.3890 ac

66

34,149 SF

0.7839 ac

60

15,655 SF

0.3594 ac

61

15,364 SF

0.3527 ac

63

17,668 SF

0.4056 ac

64

26,783 SF

0.6149 ac

65

27,085 SF

0.6218 ac

113

19,723 SF

0.4528 ac

67

17,151 SF

0.3937 ac

68

13,800 SF

0.3168 ac

70

13,800 SF

0.3168 ac

71

13,800 SF

0.3168 ac

116

13,800 SF

0.3168 ac

115

13,931 SF

0.3198 ac

112

14,470 SF

114

17,753 SF

0.4075 ac

69

13,800 SF

0.3168 ac

N 89°24'35" E 850.54'

L

6

L7

N 89°24'35" E

145.00'

S

7

2

°

1

3

'0

7

"

E 6

9

.5

4

'

N 89°24'35" E

145.82'

L8

N 88°55'48" E

66.03'

N 89°24'35" E 313.98'

S 89°26'06" E

150.00'

S 00°39'00" W

846.17'

L1

S 89°21'14" E 638.97'

L

2

S

7

4

°

5

6

'3

1

"

E

2

1

5

.2

0

'

L

3

N

7

4

°

5

6

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1

"

W

1

6

2

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0

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N

2

1

°

3

9

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7

"

E

1

0

5

.

8

1

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L

4

S

6

4

°

4

2

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7

"

E

1

8

5

.

9

6

'

L

5

S

6

1

°

4

5

'

1

5

"

E

1

5

4

.

4

3

'

N

3

4

°

0

2

'

5

5

"

E

1

0

5

.

5

4

'

N

4

8

°

2

0

'

3

9

"

W

3

0

8

.

9

9

'

N 00°31'34" E

300.55'

150'

94'

150'

94

'

94'

150'

94'

94'

150'

94'

94'

150'

94'

94'

150'

94'

94'

150'

94'

94'

150'

94'

94'

150'

94'

150'

94'

94'

114'

17

0'

110'

17

0'

100'

100'

17

0'

100'

100'

10

5'

17

0'

21'

146'

70'

19'

6

5

'

63'

10

0'

146'

10

0'

157'

115'

16

0'

115'

155'

100'

100'

15

3'

100'

100'

153'

19' 64'

100'

6

9

'

1

4

9

'

6

5

'

1

9

'

100'

16

0'

78'

3

1

'

8

8

'

2

0

0

'

1

7

'

16

0'

100'

16

0'

100'

16

0'

100'

16

0'

100'

16

0'

115'

16

6'

115'

166

'

113'

16

6'

98'

100'

16

6'

98'

98'

16

6'

98'

98'

16

6'

98'

98'

30'

86'

132'

130'

6

6

'

8

3

'

8

8

'

3

0

'

1

4

9

'

6

6

'

66'

1

5

1

'

1

0

1

'

1

6

3

'

8

8

'

1

0

1

'

6

5

'

1

0

0

'

1

6

3

'

1

0

0

'

3

5

'

95'

150'

242'

1

6

4

'

14

5'

60'

5

9

'

6

9

'

9

2

'

14

5'

95'

14

5'

95'

95'

14

5'

110'

110'

1

6

1

'

6

0

'

4

9

'

1

4

7

'

1

2

0

'

1

3

0

'

95'

92'

6

6

'

1

4

4

'

1

0

5

'

1

0

5

'

1

4

9

'

1

0

5

'

150'

90'

5

1

'

1

5

'

80'

10

3'

1

6

'

146'

118

'

1

5

9

'

1

0

5

'

1

6

3

'

1

5

9

'

7

2

'

1

4

6

'

12

5'

17

5'

165'

1

5

5

'

7

1

'

131'

15

0'

83'

14'

92'

150

'

92'

92'

15

0'

92'

92'

150

'

92'

92'

15

0'

92'

92'

15

0'

92'

94'

15

0'

3'89'

8

3

'

1

6

6

'

6

5

'

8

5

'

2

0

4

'

6

6

'

5

0

'

14

3'

1

6

8

'

35'

63'

S 89°21'13" E 215.94'

10'

D

r

a

i

n

a

g

e

E

a

s

e

m

e

n

t

Drainage Easement

10'

2

0

'

1

0

'

20

'

Drainage Easement

20'

D

r

a

in

a

g

e

E

a

s

e

m

e

n

t

2

0

'

25'

Storm Sewer & Drainage Easement

20'

10'

Dra

in

ag

e E

ase

me

nt

Drainage Easement

Easement

20

'

Storm Sewer & Drainage Easement

Storm Sewer & Drainage Easement

Sto

rm

S

ew

er E

ase

me

nt

Storm Sewer &

1

1

8

'

20'

Storm Sewer

Sto

rm

S

ew

er E

ase

me

nt

20'

R

6

0

'

12' Utility Easement

12' Utility Easement

12' Utility Easement

12' Utility Easement

12' Utility Easement

12' Utility Easement

12

' U

tility E

ase

me

nt

1

2

'

U

t

ilit

y

E

a

s

e

m

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n

t

1

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U

t

i

l

i

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E

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t

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l

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E

a

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e

m

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t

20

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to

rm

S

ew

er E

ase

me

nt2

0

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to

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S

e

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e

r E

a

s

e

m

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t

20

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to

rm

S

ew

er E

ase

me

nt

20

' D

ra

in

ag

e E

ase

me

nt

20'

20'

20'

Easement

Storm Sewer

Wetland Protective Area

Wetland Protective Area

30

'

Ph

ase

1

Ph

ase

2

Phase 3

Phase 3

Phase 2

Phase 2

Phase 3

Phase 2

Ph

ase

3

Ph

ase

3

Ph

ase

1

P

h

a

s

e

1

Phase 1

Ph

ase

1

Phase 3

Phase 3

Ph

ase

3

S

to

rm

S

e

w

e

r

E

a

s

e

m

e

n

t

P

h

a

s

e

1

P

h

a

s

e

1

Ph

ase

1

Phase 1 Phase 3

P

h

a

s

e

2

P

h

a

s

e

2

Phase 2

Ph

ase

2

Ph

ase

2

893.62

89

4.1

2

+

893.07

89

3.5

7

+

892.53

89

3.0

3

+

892.02

89

2.5

2

+

891.52

89

2.0

2

+

891.01

89

1.5

1

+

890.71

89

1.2

1

+

8

9

1

.

0

0

8

9

1

.

8

0

+

8

9

3

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1

8

9

3

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1

+

892.54

893.04

+

8

9

2

.

9

0

8

9

3

.

7

0

+

89

3.4

1893.91

+

891.59892.09

+

8

9

2

.

5

6

8

9

3

.

0

6

+

8

9

3

.

1

9

8

9

3

.

6

9

+

8

9

3

.

6

8

8

9

4

.

1

8

+

8

9

2

.

8

3

8

9

3

.

3

3

+

8

9

2

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4

8

9

2

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4+

891.69 892.19

+

891.90

892.40

+

891.38

891.88

+

890.85

891.35

+

8

9

0

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0

8

9

1

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0

+

8

9

0

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2

8

9

0

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2

+

892.37 892.87

+

8

9

0

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7

8

9

1

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7

+

892.10

892.60

+

892.65

893.15

+

893.31

893.81

+

893.25

893.75

+

892.61

893.11

+

892.06

892.56

+

891.63

892.13

+

892.72

893.22

+

893.32

893.82

+

894.20

894.70

+

895.30

895.80

+

896.86

897.36

+

891.76

892.26

+

892.76

893.56

+

893.35

894.15

+

903.00 903.50

+

901.96 902.46

+

900.78 901.28

+

895.67896.47

+

892.63

892.59

8

9

0

.

7

6

890.29

8

9

0

.

8

1

8

9

2

.

2

6

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8

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8

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8

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8

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4

5

8

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0

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4

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899.57

898.90

89

4.5

5

894.46

894.97

892.92 893.42

+

893.04893.54

+

893.53

8

9

3

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8

9

3

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9

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+

8

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4

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5

0

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8

9

5

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4

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+

8

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5

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0

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+

+

890.70

+

89

2.1

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+

893.05

+

89

6.0

0

+

89

9.2

1

+

90

0.8

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+

899.42

+

896.44

+

893.95

+

+

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8

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8

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890.30

+

+

8

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4

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3

5

8

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0

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0

+

89

4.7

5

+

895.65

+

898.65

+

900.00

+

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9

4

.

0

5

902.43

+

8

9

1

.

8

3

+

891.00

+

893.1

8

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+

890.00

+

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5

8

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2

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892.5

894.1

894.6894.6

8

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4

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5

8

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4

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4

894.4

894.5

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3.6

8

9

4

.

2

8

9

5

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2

8

9

4

.

5

8

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3

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8

89

3.2

893.6

8

9

2

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894.0

89

3.9

8

9

2

.

8

893.8

894.9

895.7 896.8

898.4

902.9

893.7

894.3

895.2896.3

897.9898.9

893.1

8

9

2

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893.6

894.3

894.8

90

4.0

90

3.0

90

1.8

90

0.5

89

8.0

89

7.2

89

6.6

89

6.6

89

6.6

891.15

89

4.7

0

890.55

+

891.00

891.70

+

889.75

+

888.90

+

895.80

894.24

895.04

+

895.32

896.12

+

896.86

897.66

+

896.53897.33

+

899.02899.82

+

895.11895.91

+

894.54895.34

+

895.11895.91

+

894.96895.76

+

+

891.45

+

892.00

+

893.80

+

894.45

+

895.90

+

894.45

+

8

8

8

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0

+

8

9

0

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0

+

889.90

+

88

9.3

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+

88

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0

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89

0.3

0

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8

8

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0

+

890.35

+

8

9

1

.

0

0

+

890.10

+

8

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3

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4

5

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Shaylee Trail

Morrell Lane

A

l

e

x

a

n

d

r

a

W

a

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Forsyth P

arkw

ay

Wilmington Lane

B

o

n

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u

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T

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r

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DW

D

W

DW

D

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DW

DW

D

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892.00

+ +

5+41.15

891.11

+

-0.55%

-0.80%

-0.60%

1

5

+

0

0

8

9

0

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0

+

1

6

+

2

5

8

8

9

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5

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1

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5

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1

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+

-

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5

5

%

-

0

.

5

5

%

24+25

892.76

+

4+00

899.59

+

-3.00%

-1.26%

-0.60%

5+25

895.84

+

8+07.32

894.14

+

-0.61%

-0.60%

9+36

894.92

+

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1+32.50

893.33

+

3+07.15

892.28

+

-

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.

5

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6+85

890.21

+

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893.18

+

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891.98

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0

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5

0

8

8

9

.

8

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+

-

1

.

5

0

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895.38

+

-0.93%

4+00

892.64

+

-0.55%

0

+

7

0

8

9

0

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2

+

-

1

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0

%

899.20

+

900.40

+

901.30

+

8

9

8

.

2

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8

9

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.

0

0

+

893.6

893.5893.0

8

9

2

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8

9

2

.

2

893.6

894.3

894.8

892.9 892.9

886.80

+

888.16

+

888.62

+

889.08

+

889.54

+

890.00

+

889.60

+

888.40

+

889.40

+

890.50

+

891.00

+

891.50

+

891.50

+

891.00

+

890.20

+

891.00

+

888.00

+

8

9

0

.7

6

8

9

1

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6

+

DW

DW

DW

DW

892.5

892.4

8

9

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8

0

895.32

893.73

8

9

1

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2

3

8

9

1

.

2

3

890.90

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889.90

+

890.90

R-54.2

R-54.3

R-74.2

R-71.4

R-54.1

R-74.1

R-73.1

R-73.3

R-73.2

R-72.1

R-27.4

R-65.1

R-63.4

R-63.2

R-64.1

R-52.2

R-52.3

R-63.1

R-71.2

R-62.3

R-52.1

R-62.2

R-71.3

R-71.1

R-62.1

R-29.4

R-29.5

R-51.1

R-70.1

R-50.3

R-50.2

R-27.2

R-29.2

R-50.1

R-25.6

R-27.1

R-26.1

R-70.2

R-70.3

R-27.9

R-28.2

R-28.1

R-29.1

R-28.5

R-27.3

R-25.7

R-25.8

R-63.3

R-61.1

R-60.2

R-60.3

R-28.3

R-60.1

R-28.4

R-62.4

R-63.5

R-62.5

R-54.4

R-54.5

R-52.4

R-29.9

R-29.3

R-55.3

R-55.2

DW

Page

Author:

Date:

1.2

TNW

Last Saved by:

jennifer

Filename:

4541engr Phase 3 Plan Production.dwg

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04/15/2020

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.

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. 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.

4. All sediment and erosion control devices and methods shall be in accordance with

the Wisconsin DNR Technical Standards.

5. Closed depression emergency overland flow path elevation 890.2 at Alexandra Way

station 15+00. Lowest structure opening elevation shall be 2' above emergency

overland flow path (elevation 892.2).

6. All drainage ways shall be graded to within 4" of final grade during construction of

the Subdivision.

80 0 80 160 240