C.S.A.H. NO. 3 (EXCELSIOR BLVD.) - Minnetonka Rd...W S F S S S S S S S S S S S S S D D D D D D D D...
1
W S F S S S S S S S S S S S S S D D D D D D D D D D D C.S.A.H. NO. 3 (EXCELSIOR BLVD.) WOODHILL ROAD TREE STREET ATRIUM WAY WOODHILL ROAD WOODHILL ROAD BELLEVUE DRIVE WOODHILL ROAD WESTGATE ROAD CRESTVIEW LANE BRANDBURY WALK 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+ BOP 0+00.00 PI 5+65.23 PI 6+35.16 PI 8+72.98 PI 11+19.09 PI 16+48.93 PI 24+94.19 PI 25+60.82 PI 27+43.60 PI 31+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 RD 14308 BRANDBURY WLK 14309 BRANDBURY WLK 14326 BELLEVUE DR 14325 BELLEVUE DR 14327 GLENRIDGE RD 14319 GLENRIDGE RD 14311 GLENRIDGE RD 5107 WOODHILL RD 5119 GLENVIEW DR 5104 GLENVIEW DR 5139 WOODHILL RD 5201 WOODHILL RD 5213 WOODHILL RD 5221 WOODHILL RD 5229 WOODHILL RD 5235 WOODHILL RD 14350 EXCELSIOR BLVD D D D D GLENVIEW DRIVE 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+46.52 ELEV 944.92 VPI 2+75.00 ELEV 944.40 VPI 3+96.86 ELEV 946.57 VPI 36+92.59 ELEV 1036.70 VPI 38+40.27 ELEV 1042.00 VPI 59+20.41 ELEV 1055.60 VPI 61+23.65 ELEV 1057.71 HP 12+79.48 ELEV 962.07 HP 21+28.02 ELEV 986.45 HP 47+67.17 ELEV 1074.24 LP 1+84.12 ELEV 943.53 LP 15+00.21 ELEV 958.74 LP 25+18.66 ELEV 978.27 LP 56+80.51 ELEV 1053.55 VPI 7+00.00 ELEV 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+60.00 ELEV 963.37 CURVE LEN=200.00' E=1.35' VPC 11+60.01 ELEV 960.14 VPT 13+60.01 ELEV 961.19 VPI 19+99.57 ELEV 985.80 CURVE LEN=205.00' E=1.59' VPC 18+97.18 ELEV 978.86 VPT 21+02.18 ELEV 986.37 VPI 21+79.57 ELEV 986.80 CURVE LEN=150.00' E=0.67' VPC 21+04.55 ELEV 986.38 VPT 22+54.55 ELEV 984.55 VPI 30+43.84 ELEV 1005.65 CURVE LEN=105.00' E=0.24' VPC 29+91.38 ELEV 1001.60 VPT 30+96.38 ELEV 1008.75 VPI 46+00.00 ELEV 1076.35 CURVE LEN=500.00' E=3.81' VPC 43+50.15 ELEV 1063.65 VPT 48+50.15 ELEV 1073.82 VPI 51+39.53 ELEV 1070.90 CURVE LEN=275.00' E=0.95' VPC 50+01.99 ELEV 1072.29 VPT 52+76.98 ELEV 1065.72 VPI 33+78.74 ELEV 1025.40 CURVE LEN=300.00' E=0.86' VPC 32+28.82 ELEV 1016.56 VPT 35+28.82 ELEV 1030.80 VPI 1+87.41 ELEV 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+35.00 ELEV 956.10 CURVE LEN=145.00' E=0.49' VPC 9+62.48 ELEV 955.73 VPT 11+07.48 ELEV 958.44 VPI 15+25.00 ELEV 957.60 CURVE LEN=160.00' E=1.26' VPC 14+44.98 ELEV 959.34 VPT 16+04.98 ELEV 960.91 VPI 16+75.00 ELEV 963.80 CURVE LEN=85.00' E=0.28' VPC 16+32.47 ELEV 962.04 VPT 17+17.47 ELEV 966.68 VPI 25+40.00 ELEV 976.00 CURVE LEN=260.00' E=2.33' VPC 24+09.97 ELEV 979.90 VPT 26+69.97 ELEV 981.42 VPI 28+00.00 ELEV 986.85 CURVE LEN=160.00' E=0.71' VPC 27+19.92 ELEV 983.51 VPT 28+79.92 ELEV 993.01 VPI 40+93.37 ELEV 1050.60 CURVE LEN=145.00' E=0.31' VPC 40+20.85 ELEV 1048.14 VPT 41+65.84 ELEV 1054.28 VPI 56+20.20 ELEV 1052.80 CURVE LEN=200.00' E=1.17' VPC 55+20.23 ELEV 1056.56 VPT 57+20.23 ELEV 1053.73 0+00 944.16 944.26 1+00 943.46 943.56 2+00 944.70 944.84 3+00 946.77 946.65 4+00 949.64 949.23 5+00 952.02 951.81 6+00 953.99 953.83 7+00 955.05 954.90 8+00 955.52 955.41 9+00 956.11 956.05 10+00 958.25 958.21 11+00 961.44 961.22 12+00 962.33 962.01 13+00 960.20 960.32 14+00 958.58 958.74 15+00 960.43 960.70 16+00 965.39 965.54 17+00 972.23 972.27 18+00 979.26 979.05 19+00 984.89 984.22 20+00 986.63 986.36 21+00 985.98 985.84 22+00 983.63 983.19 23+00 980.84 980.19 24+00 978.93 978.32 25+00 979.99 979.18 26+00 983.39 982.68 27+00 988.50 987.56 28+00 995.36 994.56 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 MINNETONKA 2018 WOODHILL ROAD IMPROVEMENTS H:\MTKA\T19114042\CAD\C3D\Display\FIGR-114042-EXHIBIT.dwg 9/29/2017 2:38 PM FEET SCALE VERT. 40 80 0 FEET SCALE HORZ. 50 100 0 9/29/2017 LEGEND CONSTRUCTION LIMITS 8' BITUMINOUS TRAIL PROPOSED ROADWAY PROPOSED RETAINING WALL PROPOSED BITUMINOUS DRIVEWAY PROPOSED CONCRETE MEDIAN / SIDEWALK / DRIVEWAY EXISTING SECTION LINES EXISTING RIGHT-OF-WAY LINES EXISTING PROPERTY LINES EXISTING 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' E 30' P FIGURE 1 R 37' E/P 37' 30' (LOOKING NORTH) (LOOKING NORTH) (LOOKING NORTH) 30'
Transcript of C.S.A.H. NO. 3 (EXCELSIOR BLVD.) - Minnetonka Rd...W S F S S S S S S S S S S S S S D D D D D D D D...
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DDDD
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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'
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