HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 19LINE "D"
an Indiana limited partnership
JEC Partnership, L.P.,
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
Deborah Lynne Cox
Eric Stephen &
& Jeanine Decaudin
Jean Pierre Pascal
111th Street
S p r i n g M i l l L a n e
Spring Mill Place
Roslyn L Noble
Vance A &
111th Street
L i v e
r
p
o
o
l
D r i v e
820
810
830
840
850
860
820
810
830
840
850
860
6
0
Str. No. 300
Str. No. 301
Str. No. 302
Str. No. 132
Str. No. 131
Str. No. 226
Str. No. 228
Str. No. 227
Inc., An Indiana Corporation
Valley Development Co.,
5
5
63+75.00 "D"
END CONSTRUCTION
58+25.00 "D"
BEGIN CONSTRUCTION
Str. No. 310
Str. No. 315
Str. No. 316
1.5 story
brick building
stone 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)
(grass)
(grass)
(conc)
(weeds)(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"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"
15"
8"20"15"
15"15"
20"
20"
36"27"
15"
15"15"
15"
15"
15"
10"
10"
10"
18"
15"
18"
12"
36"
10"
24"
24"
30"
12"
(g r a s s )
(
g
ate)
(6’ wood fence)
(shed)
(asphalt)
(asphalt)
21"18"18"12"15"
15"
1 2 "
1 5 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
15"
15"
24" roll 2 4 " r o l l
S S S
WV
W
G
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
TH#
ELEV
POINT#
W
VT
W
AC
T
G
G AC
18" PVC 18" PVC 18" PVC
15" stump 36" stone post
36" stone post
36" stump
(planter)basketball goal
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 10:01:36 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.06.dgn
19PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:36 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.06.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
965
964
8 4 1 .1
8 4 1 .0
8 4 1 .4
8 4 1 .7
8 4 1 .5
8 4 1 .3
8 4 1 .2
8 4 1 .2
8 4 1 .1
8 4 1 .4
8 4 1 .8
8 4 2
.0
8 4 2
.0
8 4 2
.1
8 4 1 .8
8 4 1 .5
8 4 1 .3
8 4 1 .2
8 4 0
.9
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
150.00’ V.C.
P.V.I. EL. 840.89
P.V.I. 59+40.00
50.00’ V.C.
P.V.I. EL. 841.34
P.V.I. 63+40.00
-0.70%-0.27%
P.G. EL. 841.20
58+25.00 "D"
BEGIN CONSTRUCTION P.G. EL. 843.13
62+02.06 "D"
BEGIN PROFILE
+2.00%
P.G. EL. 841.09
63+75.00 "D"
END CONSTRUCTION
P.G. EL. 843.13
60+52.06 "D"
END PROFILE
-1.30%
L i n e "P R -A "
R/W
Lot 28 Lot 29
R/W
App.
Lot 1
R/W
App. Lot 27
App.
R/W
Section Line41App. Line "D"
N 88 57’ 32" E
2 0
’ S
e
w e r E a s e
m
e
n
t
Elev. 842.12
On East Side of Spring Mill Lane.
Flange, 60– South of 11th Street,
TBM #37 - A Chisled "X" on W. Hex Nut F.H.
From Line "D", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "D" to be Constructed.
Except as Shown.
All R/W Described from Line "D"
NOTES:
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
60’
+00 "PR-A"
50’
+00 "PR-A"
RW(71.17’)
RW (25’)
50’ R/W
50’ R/W
35’ R/W
R/W
85’
+10
50’
+25
10’
+25
50’ Dedicated R/W
10’
+50
50’
+50
R/W
50’ Dedicated
Section Line & 41 41App.
35’
+00
35’
50’
RW(50’)
Exist. R/W (10.00)
Exist. R/W(10’)
+00
Constr. Limits Constr. LimitsConstr. Limits
E
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
8
4 1 .1 3
8
4 1 .0 9
8
4 1 .4 1
8
4 2 .1 1
8
4 3 .0 9
8
4 1 .8 6
8
4 2 .5 1
8
4 1 .2 8
Profile Grade Profile GradeExisting Ground
See Roundabout Spot Elevations For Details
Str. No. 301
M.H. 60+50
Str. No. 302
M.H. 37+36 "PR-A"
158’ of 36" Pipe at +0.30 %
835.00
36" Pipe
837.37 837.85 839.05
36" Pipe