HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 30CONSTRUCTION DETAILS
6
0
6
5
111th Street
111th Street
I l l i n o i s S t r e e
t
I l l i n o i s S t r e e t
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
an Indiana limited partnership
JEC Partnership, L.P.,
Valley Development Co., Inc., An Indiana Corporation
& Jeanine Decaudin
Jean Pierre Pascal
Deborah Lynne Cox
Eric Stephen &
Valley Development Co Inc
Spring Mill Place
P.T. 34+92.68 "PR-A"
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
S p r i n g M i l l L a n e
L i v
e
r p
o
o
l
D
r
i v e
Roslyn L Noble
Vance A &
Valley Development Co Inc
58+25.00 "D"
BEGIN CONSTRUCTION
N 88 57’ 32" E
35+00
Str. No. 300
Str. No. 301
Str. No. 226
Str. No. 229 Str. No. 230
Str. No. 231
Str. No. 227
Str. No. 228
Str. No. 302
Str. No. 132
Str. No. 131
63+75.00 "D"
END CONSTRUCTION
Str. No. 129
Str. No. 130
Str. No. 315
Str. No. 316
Str. No. 310
DRM Properties, LLC
1.5 story brick building
brick building
1 storystone building
with basement
1 story frame
(24" conc curb)
3 6 " r o l l
finished floor = 843.92
tbm 37 (split rail)
(split rail)
(s p l i t r a i l )
(split rail)
(planter)
wall
wall
(asphalt)
(brick)
(conc)
(grass)(grass)
(grass)
(grass)
(planter)(planter)
(stone)
(weeds)
(field)
(grass)
(grass)
(conc)
(weeds)(weeds)(weeds)(weeds)
(grass)
(grass)
(woods)
(grass)
3
6 " r o l l
4’ electric fence
10"
12"6"
27"
8"
15"
8"
42"
4"
12"
6"
27"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"15"
20"
20"
12"
36"
10"
24"
24"
30"
12"
(w o o d s )
(w e e d s )
(g r a s s )
(g r a s s )
(w o o d s )
(gat
e)
(6’ wood f
enc
e)
(shed)
(asphalt)
(asphalt)
21"18"18"12"15"
15"
1 2 "
1 5 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
2 1 "
15"
15"
2
4" roll 2 4 " r o l l
(w e e d s )
S S S
WV
W
G
W
W
W
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
W
VT
W
AC
T
G
G AC
W
18" PVC 18" PVC 18" PVC
36" stone post
36" stone post
36" stump
(planter)basketball goal
(asphalt)
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 10:01:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.06.dgn
30
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.06.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "P R -A "
L i n e "P R -A "
Section Line41 41App.
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Lot 57
Lot 28 Lot 29
Lot 1
R/W
Lot 27
Lot 27
App. App.
App.
App.
App. App.
App.
App.
App.
App.
App.
App.
App.
Section Line41App. Line "D"
2
0 ’ S e w e
r E a
s e m
e n t
16
16
16
16
16
16
16
16
16
16
15
15
15
15
O
17
17
18
18
F2
F2
K R
K
K
K
K
15
15
16
16
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
R/W
107’ of 36" Pipe Req’d.
Manhole, Type "J-10" &
R/W
Dedicated R/W
Dedicated R/W
R
Do Not Disturb Exist. Landscaping
D
W = 17’, L = 15’
Drive Req’d.
O
31’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
10’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
End Section Req’d.
73’ of 12" Pipe w/ 1 Pipe
Manhole, Type "C-4" &
K
K
+50.0, 35.0’ RT.
+44.5, 49.7’ LT. "D"
Constr. Limits Constr. LimitsConstr. Limits
C o n s t r . L i m i t s
+50.0 RT.
+
5
0.
0
L
T.
+
5
0
.
0
L
T
.
"
D
"
21.00’ RT.
+15.00
16.00’ RT.
+65.0517.04’ RT.
+60.00
24.25’ RT.
+25.00
9.50’ LT.
+25.00 9.50’ LT.
+15.32
2626
26
2
’-
0
"
2 ’-0 "
9.50’ LT.
+75.00
16.00’ LT.
+25.00
11.00’ RT.
+75.00
12.65’ RT.
+25.00
Stub Req’d.
9’ of 36" Pipe
K2
K2
E
E
1
5
"
C
M
P
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"