HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 20100+90.00 "C"
BEGIN CONSTRUCTION
116th Street
City Of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
S
p
r
i
n
g
M
i
l
l
R
o
a
d
S p r i n g M i l l R o a d
116th Street
3
2
5
321+90.00 "E"
BEGIN CONSTRUCTION
450+00
327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
Billy Creek Associates
Billy Creek Associates
830
840
850
860
870
820
830
840
850
860
870
820
LINE "E"
Str. No. 400
Str. No. 402
Str. No. 404
Str. No. 403
Str. No. 401
Str. No. 500
o f H a m i l t o n C o u n t y
B o a r d o f C o m m i s s i o n e r s
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Str. No. 700 Str. No. 701 Str. No. 702 Str. No. 703
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(24" conc curb)
(asphalt)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(grass)
(planter)
(woods)
(field)
(asphalt)
(grass)(grass)
(woods)
(conc)
(asphalt)
2"2"
El. 853.20
TBM #1002
(grass)
(asphalt)
(grass)
(woods)
(woods)
(woods)
(asphalt)
(woods)
30"15"
(grass)
(asphalt)
(grass)
(woods)
(grass)
(grass)
(conc)
VT
VCS
S
S
TR
T
S
WVWV
THH
W
THH
GV
THH
T
1 8 " P V C
8" PVC
12" PVC
S
S
(c o n c )
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 10:01:38 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.07.dgn
20PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:38 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.07.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
100.00’ V.C.
P.V.I. EL. 852.40
P.V.I. 325+00.00
50.00’ V.C.
P.V.I. EL. 853.30
P.V.I. 326+80.00
-0.48%+0.50%+1.50%
P.G. EL. 853.75
327+09.67 "E"
END CONSTRUCTION
P.G. EL. 853.89
321+90.00 "E"
BEGIN CONSTRUCTION
8 5 3
.3
8 5 3
.9
8 5 3
.7
8 5 3
.4
8 5 3
.2
8 5 2
.9
8 5 2
.5
8 5 2
.5
8 5 2
.3
8 5 2
.3
8 5 2
.7
8 5 3
.5
8 5 3
.9
8 5 6
.9
322+00 323+00 324+00 325+00 326+00 327+00 328+00
P
.O
.T . 3
2
1 +
0
0
.0
0
"E
"
App. Section Line
App. Section Line
Line "C"
L i n e "S -1 -B "
L i n e "S -
1 -B "
App. Section Line
App.
App.
Line "E"
Elev. 842.12
20– S. of 116th Street.
Williams Creek, Approx.
Wingwall of Bridge Over
BM HAM64 1989 - Bronze Disk Set in SW
From Line "E", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "E" to be Constructed.
Except as Shown.
All R/W Described from Line "E"
NOTES:
E a
s e m
e n t
1 5 ’ W a
t e r M a
i n
Easement
15’ Wa
ter Ma
in
20’ Sewer Easemen
t
A p p . E x i s t . R /W
App. Exist. R/W
App. Exist. R/W
A p p .
& E x i s t . R /W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
R/W
R/W
70’ Dedicated R/W
Dedicated R/W
Dedicated R/W
60’
+50
45’
+50
0’
25’
R/W (80.00’)
+90 "C"
R/W
55’
+90 "S-1-B"
R/W(35.06’)
1
0
"
P
V
C
12" RCP
1
2
"
R
C
P
1 2 " R C P
1 2 " R C P
1 2 " R C P
1 2 " R C P
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Elevations For Details
See Roundabout Spot
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
-0.64%+0.32%
+0.30%
852.03
+90
849.53
+80 849.96
+15
849.75
+00
Str. No. 400
Str. No. 400
Grade of Special 4’ Bottom Ditch Req’d. LT
852.33
+90
851.13
+30
+0.30%
849.40
+80
8
5 3 .8 4
8
5 3 .6 0
8
5 3 .3 6
8
5 3 .1 2
8
5 2 .8 8
8
5 2 .6 4
8
5 2 .5 3
8
5 2 .6 5
8
5 2 .9 0
8
5 3 .1 5
8
5 3 .6 1