HomeMy WebLinkAbout32 C706 Storm Sewer Plan & ProfilesI
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3.
7/23/04
PER CITY OF CARMEL HAMI[JON
COUNTY SURVEYOR, AND ''.Oc.>
2
1,
i COMMENTS
600/04
6/30/04
PER CC/CLAY WAsTr CONKIEN 75
PER SCS COMMENTS.
NO
DATE
REVISION DESCRIPTION
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STATE
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CLIENT:
PLATINUM
LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 317-818-2900
FAX: 317-818-291O
PROPERTIES
INDIANAPOLIS,
CONI7DENTIALITY STATEMENT:
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Accordingly, the recipient
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The recipient of these materials
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other party and further agrees
the materials. The recipient
materials only for the limited
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whichever comes first.
Stri.,VagaS'
BELLEWOOD SUBDIVISION
131st STREET WEST ROAD
CARMEL, INDIANA
SCALE 1" 50'
DATE 7/23/04
DESIGNED 8Y: DGP
OWN 8Y: HWR
CHECKED 8Y:
DGP
TED 800K I
03-03
FILE NAME: 0327-STORM.dwg
DRAKING ME:
SEWER PLAN
PROFILES
STORM
SHEET N(2
C706
EXISTING
NE ELEVATION
U.E. COMMOM AREA
EMERGE
SRI
NORMAL POOL
ELEV. 872.0,
100 YR EL,EV 876,50,
NORMAL POOL
Ld
Si F-
F-
F-
LU
F-
z
0
F—
LU
F-
LU
a
0
4
CN1
CO
F-
6
coo°
(D
LU
Lo
(J) F2
MATCH EXISTING FLOWLINE
ELEVATION (V.I.F.)
(SEE POND DAM
-SECTION DETAIL) I--
EXIST.
GRADE
RELOCAtE FLOWLINE
4s BOTTOM DITCH
0.36% (VLF.)
101 LF OF 30" RCP 0.20%
6+00 5+00
7."`""
SCALE: 1" 50' HORZ.
SCALE: 1" 5' VERT.
t
PROPOSED
ADE-i
0
LU
z
0
F-
LU
C.r)
a
z
LU
LU
F-
LU
Cr
z
0
884
882
880
878
876
874
872
870
868
866
864
862
860
1
858
856
DATUM MEV
855. 00
76.
73.g61
15. Ocj5. 0
D. U.E LLE
z
j397.20
<896.00>
94.3
193.5
95.00'
715
I.1
20 LF OF
15' RCP
0.35%
T'
LU
0_
F-
F-
LU
0:
0
__J
CT)
a_
a: a:
7.07
SCALE: 1" 50' HORZ.
SCALE: 1" 5' VERT.
1771
LU
a_
F-
F-
LU
z
0
F-
0 DO
0 0
Tr) 0)
0 RLU
>0
Z
910
5+00
908
906
904
902
900
0
0
898
EXIST.
GRADE
96
PROPOSED
94 GRADE
890
888
1 892 -C B O A M: K A F C I T L E L D
GRANULAR
REQUIRED
B ELE'V
885.00
8
u u.G,T
-4-
1 2
0
ci
(6
ateatemat
71'
18_
U
NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY"
SCALE: 1" 50' HORZ.
SCALE: 1" 5' VERT.
910
908
906
904
902
900
898
896
894
890
888
886
DATUM MEV
885.00
17671
F-
N)
z
1,1
LU
LU
f—
F-
LU
z
5+00
\N ADJUST SANITARY MH
TO NEW GRADES (SEE
ENTRY DETAIL)
Sanitary Manhole
T.C. 893.82
N 6" PVC 890.02
NNE 6" PVC 890.02
NE 6" PVC 890.02
S 8" PVC 889.32
a_
0_ 0_
C.)
fh GC:
re)
0)
in 0) 0)
0) CO 0 0 F-
CC CY CY
1 _2 Z Z
CO LLJ LA
INSTALL CURB IJNDERDRAIN IN
RADIUS AT MINIMUM SLOPE TO
DRAIN BACK TO CURB INLET
STRUCTURE #701.
END SECTION
INV. 896.00
CONTRACTOR TO
FIELD LOCATE AND
VERIFY ALL EXISTING
UTILITIES PRIOR TO
CONSTRUCTION.
702B
a-
z
0
a] H
z
d> o i:'--
o (n z
PROPOSE
GRADE
W/ NEENAH R-3501-L2
889.25 15" RCP
NEENAH R-350