HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 273
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an Indiana limited partnership
JEC Partnership, L.P.,
Valley Development Co., Inc., An Indiana Corporation
Valley Development Co Inc
Deborah Lynne Cox
Eric Stephen &
& Jeanine Decaudin
Jean Pierre Pascal
Valley Development Co Inc
Spring Mill Place
Roslyn L Noble
Vance A &
Liverpool Drive
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Illinois Street
CONSTRUCTION DETAILS
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
P.C. 40+79.36 "PR-A"
Illinois Street
P.C. 33+05.95 "PR-A"
P.T. 34+92.68 "PR-A"
R = 765.00’
CURVE DATA
T = 93.83’
L = 186.73’
E = 5.73’
P.I. Sta. 33+99.79 "PR-A"
S.E. = N.C.
N 00 00’ 00"
P.I. 33+99.79 "PR-A"
(grass)
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
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Str. No. 127
Str. No. 300
Str. No. 301
Str. No. 226 Str. No. 229
Str. No. 232
Str. No. 235
Str. No. 237
Str. No. 234
Str. No. 230
Str. No. 231
Str. No. 227
Str. No. 228
Str. No. 236
Str. No. 302
Str. No. 233
Str. No. 128
Str. No. 129
Str. No. 130
Str. No. 132
Str. No. 131
Str. No. 315
Str. No. 316
Str. No. 310
Remove
Parcel No. 4,
Houses & Buildings,
1.
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4’ electric fence
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(field)
(woods)(weeds)
(grass)
(grass)
(woods)
(woods)
(woods)
(field)
(6’ clf)
(6’ clf)
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12"
15"
18"
18"
18"
18"
18"
18"
21"
1
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1
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2
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24" roll
(weeds)
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HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:45 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.03.dgn
27
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:45 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.03.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Lot 2
Lot 1
Lot 54
Lot 55
Lot 56
Lot 57
Lot 28
Lot 29
Lot 24
Lot 25
Lot 27
Lot 27
Lot 36Lot 37
Section Line41 41App.
Line "PR-A"
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App. App.
App.
App.
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Line "PR-A"
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"
D
"
60+00
20’ Sewer Easement
64’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
39’ of 12" Pipe Req’d.
Inlet, Type "J-10" &33’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
16
16
16
16
16
16
16
16
17
17
15
15
15
15
16
16
15
15
15
15
O
K
K
K
K
K
K1
18
18
F2
F2
F1
L
L
L
L C
C
C
C
C
C
C
C
R/W
R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
A
p
p
.
E
xi
st.
R
/
W
App. Exist. R/W
A
p
p.
E
x
ist.
R
/
W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
62’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
2’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
90’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
26’ of 15" Pipe Req’d.
Catch Basin, Type "K-10" &
70’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
94’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
R/W
R/W
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
64’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
84’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
Pipe End Section Req’d.
31’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
20 SYS Geotextiles Req’d.
8 Tons Revetment Riprap on
21 SYS Geotextiles Req’d.
8 Tons Revetment Riprap on
22 SYS Geotextiles Req’d.
8 Tons Revetment Riprap on
DO NOT DISTURB WETLAND
+
0 0 .0 L T .
+
0 0 .0 R T .
+25.0 LT.& 33’ of 15" Pipe Req’d.
Catch Basin, Type "K-10"
+0 0 .0 L T .+7 5 .0 L T .
+7 5 .0 R T .
+
7 5 .0 L T .
& 7’ of 12" Pipe Req’d.
Catch Basin, Type "K-10"4
8.0’
R
T.
+
0
5.0,
3
8.
0’
R
T.
+
7
5.0,
+75.0, 38.0’ RT.+00.0 RT.+
0
0.
0,
4
0.
0
’
R
T.
Constr. Limits
Constr. Limits
C
o
nstr.
Limits
Constr. Limits
Constr. Limits
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.
L
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C
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Li
mits
+2 5 .0 R T .
+85.0 RT.
+
85.0
L
T.
+05.0
R
T.
+0 5 .0 L T .
+
7 5 .0 R T .
2
4
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0
"
1
4
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0
"
2
4
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0
"
1
0
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0
"
6
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0
"
2 4 ’-
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2
4
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0
"
+
6 5 .1 8 +
7 3 .2 8
+
6
4
.
6
9
F1 6’-0"10’-0"
"D"+37.45 "D"
+32.03
"D"
+37.25
6’-
0
"
10’-0"
F1
"D"
+18.12 "D"
"D"
+22.13
+14.57
+
8
0
.
9
8
+
7
6 .4
3 +
8 8 .0 2
2 4 ’-
0 "
2 4 ’-0 "
+2 0 .0 0
2
4
’
-
0
"
26
26
26
+
2 0 .0 0
3
6 ’-
0 "
1 4 ’-0
"
1 4 ’-
0 "
+
4 1 .0 5
26
26 26
2
’-0
"
D
61.0’ RT.+36.0,
158’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"