HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 28CONSTRUCTION DETAILS
P.I. 43+56.34 "PR-A"
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5
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An Indiana Limited Partnership
Jec Partnership, L.P.,
An Indiana Corporation
Valley Development Co., Inc.,
Limited Liability Company
Hub Properties Ga Llc, A Maryland
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Illinois Street
P.C. 40+79.36 "PR-A"
P.T. 45+90.52 "PR-A"
P.C. 48+81.90 "PR-A"
R = 535.00’
T = 276.97’
CURVE DATA
L = 511.15’
E = 67.44’
P.I. Sta. 43+56.34 "PR-A"
T = 282.73’
CURVE DATA
L = 541.63’
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C.
Str. No. 238
Str. No. 235
Str. No. 236
Str. No. 239
Str. No. 240
Str. No. 243
Str. No. 242
Str. No. 241
Str. No. 246
Str. No. 245
Str. No. 244
Str. No. 251
Str. No. 250
Str. No. 248
Str. No. 247
Str. No. 249
Str. No. 254
Str. No. 256
Str. No. 253
Str. No. 252 Str. No. 255
Str. No. 257
Str. No. 258
DETENTION POND BY OTHERS
S.E. = 4.0%
(field)
(field)
(field)
(woods)
4’ electric fence
18"
27"
(field)
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 10:01:47 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.04.dgn
28
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:47 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.04.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Section Line41 41App.
App.
App.
R/W
R/W
Line "PR-A"
27’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
39’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
39’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
16
16
15
15
15
16
15
16
16
16
15
15
K
K
K
K
K
K
45’ of 15" Pipe Req’d.
Catch Basin, Type "K-10" &
102’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
33’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
162’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
33’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
124’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
45’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
146’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
71’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
60’ of 24" Pipe Req’d.
Manhole, Type "C-4" &67’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
50’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
41’-6"R
41’-6"
R
51
’-6"
R
51’-6"R
38.84’ LT
+43.77
D
D
W = 34’, L = 41’
Street Approach
W = 62’, L = 37’
Street Approach
186’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
Proposed Sanitary by Others
& 3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10"
& 3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10"
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+30.0, 45.0’ RT.+30.0 RT.
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Constr. Limits
Constr. Limits
Constr. Limits
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26
261.5’R
7.5’R 1.5’R
1.5’R
+3 0 .0 , 4 5 .0 ’ R T .
F3
F3
F3
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"