Embed Size (px)
Citation preview
660
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720
730
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760
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780
790
660
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680
690
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720
730
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780
790
0.37%
0.11% -0.11% 0.22% -0.14%-0.75% 0.12% -0.20% 0.09% -0.48%
STA
186+
00.0
0EL
722
.75
STA
189+
50.0
0EL
722
.30
STA
191+
50.0
0EL
721
.90
STA
198+
00.0
0EL
722
.50
STA
222+
00.0
0EL
717
.94
STA
226+
00.0
0EL
717
.50
STA
230+
50.0
0EL
718
.50
STA
232+
70.0
0EL
718
.20
VPC
STA
201+
17.5
0VP
C EL
723
.69
VPI S
TA 2
02+0
0.00
VPI E
L 72
4.00
VPT
STA
202+
82.5
0VP
T EL
723
.61
VCL = 165.00K = 193.31
VPC
STA
186+
17.5
0VP
C EL
722
.62
VPC
STA
215+
17.5
0VP
C EL
717
.69
VPI S
TA 1
87+0
0.00
VPI E
L 72
2.00
VPI S
TA 2
16+0
0.00
VPI E
L 71
7.30
VPT
STA
187+
82.5
0VP
T EL
722
.10
VPT
STA
216+
82.5
0VP
T EL
717
.39
VCL = 165.00K = 189.66
VCL = 165.00K = 282.14
725.
24
724.
63
724.
40
724.
07
723.
72
723.
38
723.
06
722.
74
722.
49
722.
29
722.
23
722.
14
721.
99
721.
95
721.
98
721.
91
722.
01
722.
16
722.
21
722.
23
722.
24
722.
23
722.
23
722.
26
722.
33
722.
32
722.
33
722.
36
722.
38
722.
41
722.
47
722.
55
722.
68
722.
89
723.
07
723.
14
723.
33
723.
50
723.
65
723.
65
723.
45
723.
21
723.
04
722.
95
722.
82
722.
63
722.
39
722.
20
722.
14
722.
06
721.
94
721.
60
721.
29
721.
03
720.
80
720.
58
720.
19
719.
82
719.
47
719.
16
718.
94
718.
86
718.
78
718.
60
718.
38
718.
12
717.
97
717.
88
717.
85
717.
81
717.
73
717.
64
717.
75
717.
86
717.
96
718.
04
718.
10
718.
04
717.
94
717.
83
717.
75
717.
69
717.
69
717.
68
717.
63
717.
61
717.
61
717.
80
718.
03
718.
23
718.
31
718.
39
718.
47
718.
57
718.
65
718.
48
718.
50
718.
58
718.
44
718.
26
718.
10
717.
90
717.
66
717.
26
716.
93
722.
75
722.
40
722.
18
722.
09
722.
12
722.
18
722.
24
722.
30
722.
20
722.
10
722.
00
721.
90
721.
95
721.
99
722.
04
722.
08
722.
13
722.
18
722.
22
722.
27
722.
32
722.
36
722.
41
722.
45
722.
50
722.
69
722.
88
723.
06
723.
25
723.
44
723.
62
723.
79
723.
82
723.
73
723.
52
723.
28
723.
04
722.
80
722.
56
722.
32
722.
09
721.
85
721.
61
721.
37
721.
13
720.
89
720.
65
720.
41
720.
17
719.
93
719.
69
719.
45
719.
21
718.
98
718.
74
718.
50
718.
26
718.
02
717.
78
717.
56
717.
42
717.
37
717.
41
717.
46
717.
51
717.
57
717.
62
717.
67
717.
72
717.
78
717.
83
717.
88
717.
94
717.
88
717.
83
717.
77
717.
72
717.
66
717.
61
717.
55
717.
50
717.
61
717.
72
717.
83
717.
94
718.
06
718.
17
718.
28
718.
39
718.
50
718.
43
718.
36
718.
30
718.
23
169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00
185 190 195 200 205 210215
220225
230235
CTH JJ (EDGEWOOD DR.)
CT
H N
BU
CH
AN
AN
R
D.
BU
CH
AN
AN
R
D.
CT
H C
C/R
OS
E H
ILL R
D.
RO
SE
H
ILL R
D.
S
T
H
5
5
CTH JJ (EDGEWOOD DR.)
S
T
H
5
5
0.02'/'
0.02'/'
BASE AGGREGATE DENSE
3/4-INCH FOR SHOULDERS
0.04'/'
CTH JJ CONSTRUCTION R/L
30' CLEAR ZONE
12'
NATURAL
GROUND
4'
R/W
R/W
12'
6
:1
N
O
R
M
A
L
4.5" HMA PAVEMENT
0.02'/'
4'5.54'
4" BASE AGGREGATE
DENSE 1 1/4-INCH
4'4'
VARIESVARIES
8' TYPICAL 5.54'
4
:
1
4
:
1
N
O
R
M
.
3
:
1
M
A
X
.
30' CLEAR ZONE
POINT REFERRED TO
ON PROFILE
6" RECYCLED
ASPHALT PAVEMENT
0.04'/'
10" BREAKER RUN
4
:
1
BASE AGGREGATE DENSE
3/4-INCH FOR SHOULDERS
END PROJECT
STA. 232+70
BEGIN PROJECT
CT
H N
NATURAL
10'2'2'
RECREATIONAL
TRAIL
TYPICAL FINISHED SECTION FOR CTH JJ WITH RECREATION TRAIL
GROUND
3
:
1
M
A
X
.
4
:
1
N
O
R
M
A
L
BASE AGGREGATE DENSE
3/4-INCH FOR SHOULDERS
BASE AGGREGATE DENSE
3/4-INCH FOR SHOULDERS
2" HMA PAVEMENT
6" BASE AGGREGATE
DENSE 1 1/4-INCH
4
:
1
LEGENDRIGHT OF WAY LINE
WATER FLOW DIRECTIONSLOPE INTERCEPT
EXISTING R/W LINE
TEMPORARY LIMITED EASEMENTRESTRICTIVE DEVELOPMENTEASEMENT
LEGENDRIGHT OF WAY LINE
WATER FLOW DIRECTIONSLOPE INTERCEPT
EXISTING R/W LINE
TEMPORARY LIMITED EASEMENTRESTRICTIVE DEVELOPMENTEASEMENT
4
:
1
4
:
1
R/W
ADDITIONAL R/W FOR TRAIL
APPROXIMATELY 25'
EP
: 235+
05.55
PI: 2
08
+9
1.6
0
COUNTY JJ-OUTAGAMIE COUNTY
Plan and Profile
FINISHED
GRADE
EXISTING
PROFILE
RESTRICTIVE
DEVELOPMENT
EASEMENT
TEMPORARY
LIMITED
EASEMENT
FINISHED
GRADE
EXISTING
PROFILE
FINISHED
GRADE
EXISTING
PROFILE
TEMPORARY
LIMITED
EASEMENT
CONCRETE CURB
AND GUTTER
36-INCH TYPE D
CONCRETE CURB
AND GUTTER
36-INCH TYPE D
RECREATIONAL TRAIL
RECREATIONAL TRAIL
