W

S

F

SSSSSSSSSS

S

SS

DD

DD

DDDD

D DD

C.S.A.H. NO. 3 (EXCELSIOR BLVD.)

WOODHILL ROAD

TREE

STR

EET

ATRI

UM

WAY

WOODHILL ROAD WOODHILL ROAD

BELL

EVU

E DR

IVE

WOODHILL ROAD

WES

TGAT

E RO

AD

CRES

TVIE

WLA

NE

BRAN

DBU

RYW

ALK

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

BOP

0+00

.00

PI 5

+65.

23

PI 6

+35.

16

PI 8

+72.

98

PI 1

1+19

.09

PI 1

6+48

.93

PI 2

4+94

.19

PI 2

5+60

.82

PI 2

7+43

.60

PI 3

1+04

.03

14400 EXCELSIOR BLVD 5300 WOODHILL RD 14401, 14501, 14601 ATRIUM WAY 5208 WOODHILL RD 5146 WOODHILL RD 5140 WOODHILL RD 5128 WOODHILL RD 5118 WOODHILL RD 5100 WOODHILL RD 5070 WOODHILL RD 5040 WOODHILL RD 5028 WOODHILL RD 5014 WOODHILL RD 14441 CRESTVIEW LN 4924 WOODHILL RD 4916 WOODHILL RD

4944 WESTGATE RD14308 BRANDBURY WLK14309 BRANDBURY WLK14326 BELLEVUE DR14325 BELLEVUE DR14327 GLENRIDGE RD14319 GLENRIDGE RD14311 GLENRIDGE RD5107 WOODHILL RD5119 GLENVIEW DR5104 GLENVIEW DR5139 WOODHILL RD5201 WOODHILL RD5213 WOODHILL RD5221 WOODHILL RD5229 WOODHILL RD5235 WOODHILL RD14350 EXCELSIOR BLVD

D

DD

D

GLEN

VIEW

DRIV

E

900

910

920

930

940

950

960

970

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

1100

1110

1120

900

910

920

930

940

950

960

970

980

990

1000

1010

1020

1030

1040

1050

1060

1070

1080

1090

1100

1110

1120

-1.25%

3.23% -2.18% 4.13%

6.78%

0.56%-3.00% 4.17%

7.71%

5.90%

5.08% -3.77%0.93% 1.04%

2.58%0.51%

-1.01%

3.60%3.59%

3.40%

1.40% 1.78%

VPI 0

+46.

52EL

EV 9

44.9

2

VPI 2

+75.

00EL

EV 9

44.4

0

VPI 3

+96.

86EL

EV 9

46.5

7

VPI 3

6+92

.59

ELEV

103

6.70

VPI 3

8+40

.27

ELEV

104

2.00

VPI 5

9+20

.41

ELEV

105

5.60

VPI 6

1+23

.65

ELEV

105

7.71

HP 1

2+79

.48

ELEV

962

.07

HP 2

1+28

.02

ELEV

986

.45

HP 4

7+67

.17

ELEV

107

4.24

LP 1

+84.

12EL

EV 9

43.5

3

LP 1

5+00

.21

ELEV

958

.74

LP 2

5+18

.66

ELEV

978

.27

LP 5

6+80

.51

ELEV

105

3.55

VPI 7+00.00ELEV 954.40

CURVE LEN=220.00'E=0.57'

VPC

5+90

.02

ELEV

951

.56

VPT

8+10

.02

ELEV

954

.96

VPI 12+60.00ELEV 963.37

CURVE LEN=200.00'E=1.35'

VPC

11+6

0.01

ELEV

960

.14

VPT

13+6

0.01

ELEV

961

.19

VPI 19+99.57ELEV 985.80

CURVE LEN=205.00'E=1.59'

VPC

18+9

7.18

ELEV

978

.86

VPT

21+0

2.18

ELEV

986

.37

VPI 21+79.57ELEV 986.80

CURVE LEN=150.00'E=0.67'

VPC

21+0

4.55

ELEV

986

.38

VPT

22+5

4.55

ELEV

984

.55

VPI 30+43.84ELEV 1005.65

CURVE LEN=105.00'E=0.24'

VPC

29+9

1.38

ELEV

100

1.60

VPT

30+9

6.38

ELEV

100

8.75

VPI 46+00.00ELEV 1076.35

CURVE LEN=500.00'E=3.81'

VPC

43+5

0.15

ELEV

106

3.65

VPT

48+5

0.15

ELEV

107

3.82

VPI 51+39.53ELEV 1070.90

CURVE LEN=275.00'E=0.95'

VPC

50+0

1.99

ELEV

107

2.29

VPT

52+7

6.98

ELEV

106

5.72

VPI 33+78.74ELEV 1025.40

CURVE LEN=300.00'E=0.86'

VPC

32+2

8.82

ELEV

101

6.56

VPT

35+2

8.82

ELEV

103

0.80

VPI 1+87.41ELEV 943.17

CURVE LEN=109.54'E=0.36'

VPC

1+32

.63

ELEV

943

.85

VPT

2+42

.18

ELEV

943

.94

VPI 10+35.00ELEV 956.10

CURVE LEN=145.00'E=0.49'

VPC

9+62

.48

ELEV

955

.73

VPT

11+0

7.48

ELEV

958

.44

VPI 15+25.00ELEV 957.60

CURVE LEN=160.00'E=1.26'

VPC

14+4

4.98

ELEV

959

.34

VPT

16+0

4.98

ELEV

960

.91

VPI 16+75.00ELEV 963.80

CURVE LEN=85.00'E=0.28'

VPC

16+3

2.47

ELEV

962

.04

VPT

17+1

7.47

ELEV

966

.68

VPI 25+40.00ELEV 976.00

CURVE LEN=260.00'E=2.33'

VPC

24+0

9.97

ELEV

979

.90

VPT

26+6

9.97

ELEV

981

.42

VPI 28+00.00ELEV 986.85

CURVE LEN=160.00'E=0.71'

VPC

27+1

9.92

ELEV

983

.51

VPT

28+7

9.92

ELEV

993

.01

VPI 40+93.37ELEV 1050.60

CURVE LEN=145.00'E=0.31'

VPC

40+2

0.85

ELEV

104

8.14

VPT

41+6

5.84

ELEV

105

4.28

VPI 56+20.20ELEV 1052.80

CURVE LEN=200.00'E=1.17'

VPC

55+2

0.23

ELEV

105

6.56

VPT

57+2

0.23

ELEV

105

3.73

0+00

944.

1694

4.26

1+00

943.

4694

3.56

2+00

944.

7094

4.84

3+00

946.

7794

6.65

4+00

949.

6494

9.23

5+00

952.

0295

1.81

6+00

953.

9995

3.83

7+00

955.

0595

4.90

8+00

955.

5295

5.41

9+00

956.

1195

6.05

10+00

958.

2595

8.21

11+00

961.

4496

1.22

12+00

962.

3396

2.01

13+00

960.

2096

0.32

14+00

958.

5895

8.74

15+00

960.

4396

0.70

16+00

965.

3996

5.54

17+00

972.

2397

2.27

18+00

979.

2697

9.05

19+00

984.

8998

4.22

20+00

986.

6398

6.36

21+00

985.

9898

5.84

22+00

983.

6398

3.19

23+00

980.

8498

0.19

24+00

978.

9397

8.32

25+00

979.

9997

9.18

26+00

983.

3998

2.68

27+00

988.

5098

7.56

28+00

995.

3699

4.56

29+00

1002

.70

1002

.26

30+00

1009

.10

1008

.96

31+00

1015

.53

1014

.86

32+00

1021

.42

1020

.56

33+00

1026

.49

1025

.53

34+00

1030

.39

1029

.73

35+00

1034

.12

1033

.37

36+00

1037

.57

1036

.97

37+00

1041

.05

1040

.55

38+00

1044

.47

1044

.03

39+00

1048

.06

1047

.43

40+00

1051

.94

1051

.19

41+00

1056

.49

1056

.02

42+00

1061

.54

1061

.10

43+00

1066

.45

1066

.03

44+00

1070

.22

1069

.90

45+00

1072

.86

1072

.54

46+00

1074

.44

1073

.97

47+00

1074

.69

1074

.18

48+00

1073

.90

1073

.32

49+00

1072

.87

1072

.31

50+00

1071

.47

1070

.82

51+00

1069

.07

1068

.33

52+00

1065

.71

1064

.86

53+00

1061

.68

1061

.09

54+00

1057

.85

1057

.33

55+00

1055

.29

1054

.31

56+00

1054

.27

1053

.59

57+00

1054

.90

1054

.48

58+00

1055

.70

1055

.41

59+00

1056

.57

1056

.43

60+00

1057

.36

1057

.46

61+00 61+60

© Bolton & Menk, Inc. 2017, All Rights Reserved

CITY OF MINNETONKA2018 WOODHILL ROAD IMPROVEMENTS

H:\MTKA\T19114042\CAD\C3D\Display\FIGR-114042-EXHIBIT.dwg 9/29/2017 2:38 PM

FEETSCALEVERT.

40 800

FEETSCALEHORZ.

50 1000

9/29/2017

LEGEND

CONSTRUCTION LIMITS

8' BITUMINOUS TRAIL

PROPOSED ROADWAY

PROPOSED RETAINING WALL

PROPOSED BITUMINOUS DRIVEWAY

PROPOSED CONCRETEMEDIAN / SIDEWALK / DRIVEWAY

EXISTING SECTION LINESEXISTING RIGHT-OF-WAY LINESEXISTING PROPERTY LINESEXISTING EASEMENT LINES

CLEAR & GRUB SHRUBS & BRUSH

TREE REMOVAL

EXISTING SIDEWALK

37' E

/P

30' P

36' E

30' P

36' E

26' P 35' E 26' P

35' E

30' P

41' E30' P

FIGURE 1

R

37' E

/P 37' 30'

(LOOKING NORTH)

(LOOKING NORTH) (LOOKING NORTH)

30'