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PROJECT LOCATION SHOWN BY
S:\2
013
Pro
ject
s\13
-359
For
t Way
ne -
Map
lecr
est R
oad
Sta
te to
Ste
llhor
n\C
AD
\Titl
e S
ht.d
wg
----
10/
27/2
015
9:43
AM
----
AZu
ser
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
CONCRETE SIDEWALK
F
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
CONCRETE CURB AND GUTTER, MODIFIED (SEE DETAIL)
15
SODDING (NURSERY)
26
UNDERDRAIN (SEE DETAIL)
U
PCCP, PLAIN, 8" ON SUBBASE FOR PCCP
A
CONCRETE CURB
13
B
HMA FOR APPROACH ,
165 #/SY HMA SURFACE TYPE A ON
275 #/SY HMA INTERMEDIATE TYPE A ON
SUBGRADE TREATMENT TYPE III
MODULAR BLOCK RETAINING WALL (SEE DETAIL)
18
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
CONCRETE CENTER CURB TYPE "D"
23
CONCRETE SIDEWALK
F
SODDING (NURSERY)
26
UNDERDRAIN (SEE DETAIL)
U
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
EC
EXISTING, CONC. CURB AND GUTTER (TO REMAIN)
CONCRETE CURB
13
CONCRETE CURB AND GUTTER, MODIFIED (SEE DETAIL)15
MODULAR BLOCK RETAINING WALL (SEE DETAIL)
18
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
CONCRETE SIDEWALK
F
SODDING (NURSERY)
26
EC
EXISTING, CONC. CURB AND GUTTER (TO REMAIN)
PCCP, PLAIN, 8" ON SUBBASE FOR PCCP
A
SAW CUT, FULL DEPTH
10
CONCRETE CURB
13
B
HMA FOR APPROACH ,
165 #/SY HMA SURFACE TYPE A ON
275 #/SY HMA INTERMEDIATE TYPE A ON
SUBGRADE TREATMENT TYPE III
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
CONCRETE SIDEWALK
F
SODDING (NURSERY)
26
EC
EXISTING, CONC. CURB AND GUTTER (TO REMAIN)
CONCRETE CENTER CURB TYPE "D"
23
N03° 06' 34"W
2
13
4
5
6
7
8
9
10
11
12
13
14
1516 17
18
19
20
21
22
23
24
25
26
27
2829
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
60+
00
65+
00
70+
00
75+
00
80+
00
85+
00
BLACKHAWK, SECTION IX
BLACKHAWK, SECTION X
WALDEN, SECTION I
WALDEN, SECTION V
THE HOLLOWS, SECTION I
BLACKHAWK,
SECTION XI
STA:57+
00
STA:58+
00
STA:59+
00
STA:60+
00
STA:61+
00
STA:62+
00
STA:63+
00
STA:64+
00
STA:65+
00
STA:66+
00
STA:67+
00
STA:68+
00
STA:69+
00
STA:70+
00
STA:71+
00
STA:72+
00
STA:73+
00
STA:74+
00
STA:75+
00
STA:76+
00
STA:77+
00
STA:78+
00
STA:79+
00
STA:80+
00
STA:81+
00
STA:82+
00
STA:83+
00
STA:84+
00
STA:85+
00
+73.31
39.27' LT.
+23.88
38.11' LT.
+23.88
38.11' LT.
+41.52
31.64' LT. +03.51
8.43' LT.
+03.51
8.43' LT.
+03.51
8.43' LT.
L7N03° 06' 34"W
L8N03° 06' 34"W
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59 60
61
62
63
64
65
66
67
68
69
70
71 72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97 98
99
100 101
85+
00
90+
00
95+
00
100+
00
105+
00
110+
00
115+
00
BLACKHAWK, SECTION X
BLACKHAWK FARM, SECTION II MAPLEWOOD PARK, SECTION II
YARDLEY MANOR
WALDEN, SECTION IV
WALDEN, SECTION II
WALDEN, SECTION I
7
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP.
R/W
R/W
R/W
R/W
TEMP. R/W
R/W
R/W
SEC. 34, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 33, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 33, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 34, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
BEGIN PROJECT
P.O.T. STA. 60+49.25 "PR-1"=
P.O.T. STA. 20+97.11 "A", 14.8' RT.
00 100' 200'
APPRO
X. SECTIO
N LIN
E
LINE "PR-1"
LINE "A"
LINE "PR-1"
LINE "A"
EQUATION:
P.O.T. STA. 97+72.56 "PR-1" =
P.O.T. STA. 58+20.37 "A"
LINE "PR-1" & "A"
NOTE: ALL RIGHT-OF-WAY DESCRIBED
FROM LINE "A"
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
TEMP. R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
R/W
R/W
TEMP.
R/W
TEMP.
R/W
PROPERTY OWNER INDEX
PARCEL NUMBER
SECTION LINE
SECTION LINE
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
STA:127+
00
STA:128+
00
STA:129+
00
STA:130+
00
STA:131+
00
STA:132+
00
STA:133+
00
STA:133+
70
100101
102
103
104
105
106 107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123 124
125
126
127
133
135
115+
00
120+
00
125+
00
MAPLEWOOD PARK, SECTION IV
MAPLEWOOD GARDENS, SECTION I
8
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 22, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 21, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
BEGIN CONSTRUCTION:
STA. 11+55.30 "S-15"
END CONSTRUCTION:
STA. 26+45.00 "S-15"
00 100' 200'
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
TEMP.
R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEMP. R/W
TEM
P. R/W
TEM
P. R/W
TEM
P. R/W
SECTIO
N LIN
E
R/W
LINE "PR-1" & "A"
EQUATION
STA. 128+70.42 "PR-1"
P.I. STA. 89+18.23 "A"
P.I. STA. 21+00.00 "S-15"
Δ = 00° 14' 39"
LIN
E "S-15"
NOTE: ALL RIGHT-OF-WAY
DESCRIBED FROM LINE "A" & "S-15"
R/W
R/W
TEMP. R/W
R/W
R/W
TEM
P. R/W
R/W
R/W
PROPERTY OWNER
PARCEL NUMBER
TEMP. R/W
SECTION LINE
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