HomeMy WebLinkAbout17 C302 Schmidler Dr Plan & ProfileSITE ENGINEER
3.
7/23/04
PER CITY OF CARMEL, HAMILTON
COUNTY SURVEYOR, AND SCS
COMMENTS
2.
6/30/04
PER CIE/CLAY WAS FE COMMENTS
6/30/04
PER SCS COMMENTS
NO.
DATE
REVISION DESCRIPTION
G P 1//
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/i „IONAL
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K: *Sai:YA bl i A. 1 41.,
CLIENT
PLATINUM
PROPERTIES,
LLC
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46250
PHONE: 517 818- '2900
FAX: 317-818-2910
CONI7DENTANY STAMMER";
The recipient of these materials understands that
copyright in the materials is owned by 1E1, and also,
that the materials contain priviledged and confidential
business information of 1E1. Accordingly, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
other party and further agrees not to make copies of
the materials. The recipient agrees to use the
materials only for the limited purpose for which 1E1
has made the materials available, and recipient agrees
to return all materials to 1E1 either upon completion of
the intended purpose or upon the request of 1E1,
whichever comes first.
SIT ADDRESS:
BELLEIMOD SUBDIVISION
131st STREET WEST ROAD
CARMEL, INDIANA
SCALE:
1" 50'
DATE
7/23/04
DESIGNED BY
GP
DRAWN Br:
RCB
CHECKED BY DGP
FIELD BOOK I:
FILE NOE 0327ROADPP
DRAM TITLE
SCHMIDLER DRIVE
PLAN AND PROFILE
1
ETAR'V
00
940
930
920
910
900
890
00
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00
0
8
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7
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1 5.
MODIFIED
SSD RISER
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AWP
00
1C 00
15.00 15.00'
1+ 00
S5` 24-
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110
COMMOM API. A
ADJU';) I iL;AMTARY NH
TO NIL A ci-),AD1
ENTRY nf_ TAO:
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8
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1 40
1 ■e I 4 6
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0 3+00
SCHMIDLER DRIVE i --t-
Sanitary Manhole
TX,. 893.21
E 8" PVC 88.3.69
W 8" PVC 883.61
I
MI
A
II
Oh
1 .11•4
0
H17- 1
6+00 08935'35"E
1064.21'
UCT
OH
K YP.
J-
(JCT CIGT
INN
a
7-F00 8+00
SCHMIDtER DRIVE
Sanitary Manhole
T.C. 894.66
E 8" PVC 884.79
W 8" PVC 884.71
D.U.E. COMMOM AREA
I ie
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so:
MODIFIED
SSD RISER
UGT
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OCT
=NMI
UGT
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INV 884.5/
LC;
0
LOW POINT V 893.53
LOW POINT S IA 4+23.03
'PVI TA 41 32
PVI 11 v F.19
A.D. 0.06
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1 2
PROPOSED 15" RCP
INV. 889.49
Cr) (i3
CO
LOW I-
LOW POINT
CO
CO
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00
Li
m
UGT
ir)
0)
co
d)
co
SCHMIDLER DRIVE
ELEV 83.52
ST 5+41.83
F VI STA 5+32
PVI ELEV Cr 893.36
A.D. 2.99
K 16.75
Y
r
PROPOSED 15" RC('
1%. 88.97 I
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co
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UGT
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0.91%
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(6
0)
co
ON
0)
CO
0)
cb
00
9+00
PROPOSED 8" WATER MAIN
INV. 892.73
0)
0)
oo
CO
C)
10+00
10.00'
D.U.E.
0.
0
0
a)
40.00'
PROPOSED
R/W
20.00'
EX. R/W
Sanitary Manhole
T.C. 901.97
N 8" PVC 886.90
S 8" PVC 886.78
W 8" PVC 886.57
1" 5' VERT.
1" 50' HORZ.
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