HomeMy WebLinkAbout29 C703 Storm Sewer Plan & Profiles-VI C C/YW/YCU-
3.
7/23/04
PER CI OF CARMEL., HAMILTON
COUNTY SURVEYOR, AND SCS
COMMENTS
2.
6/30/04
PER CTE /CLAY WASTE COMMENTS
1
6/30/04
PER S CS CO
NO.
DATE
R EVISION DESCR /PTION
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CZ
CLIENT;
PLATINUM
PROPERTIES,
LLC
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46250
PHONE: 317- 818 -2900
FAX: 317- 818 -2910
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WE ADDRESS.•
BELLEOOD SUBDIVISION
131st STREET WEST ROAD
CARMEL, INDIANA
SCALE. 1 r. 50'
DATE 7/23/04
DESIGNED BY DGP
AWN BY HWR
CHECKED BY.• DGP
FIELD BOOK 1 03 03
FILE NAME 0327 STORM.dwg
DRAMNG ME
STORM SEWER PLAN
PROFILES
SHEET NO:
C7O3
RIVE
S89' 35' 35 "E
94. 49
12" RCP
100.00'
r-3-=E-
I 196..
3 C 1 MIN. F.G.
ADJUST EXISTING
SANITARY CASTING
TO ELEV. 895.80
100.00'
see now-sem 18" RCP
100.00'
0_6.0
MIN. F.G.
897.00
100.00'
Sanitary Manhole
C. 894.66
E 8" PVC 884.79'`
W 8" PVC 884.71
D.U.E. COMMOM AREA
490.29'
MIN. F.G.
898.50
MIN. F.G.
100.00'
1 901.1 0
a
100.00'
0-
899:30
MIN. F.G.
100.00'
15" RCP 1 .u
00.00'
MIN. F.G.
10.00'
98.30
10.00'
D.U.E.
22.04'
LU
a:
0
0
0
93.60
ON W TYP.
95.00'
5' CONC. WALK YP.
100.00'
589'35'35 "E
1064.21'
899.5
899.5
93.28
898.
898.10
96.8
MIN. F.G.
15.00 15.110'
D.U_E. D.U.E.
15.00
HANDICAP RAMP
(TYP.)
15.00
D.U.E. D.U.E.
95.00'
<896.00>
t 898.5O
100.00' 194.0 I
95.8
MIN. F.G.
897.70
<896.00>
100.00'
100.00'
MIN. F.G
100.00' I93.0 I
<896.00>
897.501
SCHMIDLER DRIVE
15.00'
D.U.E.
1 5.0I 5.00
D.U.E U.E
100.00'
27" RCP
95.00'
100.00'
5.00'
D.U.E.
897.20
D.U.E.
<8900>
896.50
100.00'
100.00'
I94.10H, 00< 00 <1.0% mouic 96 .50
96.2 U
rirrzforwzierzirarmatimwarigitewearearairoyeettotemovAa y 4 ,I z II
I
100.00'
120.00"
EPASS DRIVE
189.64'
0
0
f
97.
96.5
196.0
0
0
0
co
I96.51--
H901
.--I9 8.0)
MIN. F.G.
22.00'
0
0
6
co
22.00'
8" pvL
0 0
27
30" RCP 100.00'
1.0%
7.07'
8.00'
MODIFIED
SSD RISER
46
6+ 00
MIN. F.G.
<896.10>
165 LF OF 24" RCP 0 0.23%
195.6 I
>896.10>
899.50
1
100.00' 96.3
195
195. 61-
H.P.I96.50
EXIST:
CRADE
96.51
LU
a_
F-
I--
w
J
z
D.U.E. COMMOM AREA
ADJUST SANITARY MH
TO NEW GRADES (SEE
ENTRY DETAIL)
1111
aaa-
oowww
QU
H .:z Z Z
0 0
=8" PVC
INV. 884.85
a
COMPACTED
GRANULAR
BACKFILL
REQUIRED
100 LF OF 15" RCP 0 0.28%
7 +00
8" WATER
LINE
390.00'
1.6% 0 0
a_
O U
U
a'
N
d
0 C
CO
00 00
rn a) I
O 0
cpNZ0
+NI-- I-
Na) G
CO w
a LU
W z
8 +00
0
NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY"
t f_
T U G'f
PROPOSED
GRADE__
285 LF OF 12" RCP 0.38%
9 +00
4-
COMPACTED
GRANULAR
BACKFILL
REQUIRED
10 +00
N
1-
I
z
W
W
z
J
w
a_
I-
F--
w
J
z
a-
U
N
N
DO CO
a:
F-
No
0E- F--
Li
a u>
716
N
N
N
S
Z
W
LU
r. z
J
w
a-
F-
F-
LU
J
z
904
902
900
898
896
894
892
886
884
882
DATUM ELEV
880.00
cc) co
N N ao
00 00
00 oo
co 00
0°zz
F
u)a crrL
co
ZZz
5 +00
UGT
UGT
EXIST.
GRADE_ H
100 LF OF 18" RCP 0.42%
L -l-
720
J
z
a-
0
a:
a_
0 CO
OO C IZZ0
c a- CC Cr
LULUW
d
Z Z Z
6 +00
0
1 720 I
J
0
in
r)
Z
W
W
z
U
U U
a'a'
DD
W In d
oo
t
EXIST.
GRADE
-COMPACTED GRANULAR
BACKFILL REQUIRED
118 LF OF 18" RCP 0.35%
8" WATER r
LINE
r
4
6 +00
719
LU
a-
t-
W
J
Z
20 LF OF
15" RCP
0.35%
a-
U
0 a_
00
in
a;
00
CO F-
0 0 0
N i Z 0
W
z
U
a-
w
F-
z
w
0
904
902
UGT
900
898
896
894
892
890
888
886
884
882
5 +00
DATUM ELEV
880.00
OCT
i EXIST:
GR AD L___
PROPOSED
GRADE
901.0
ADJUST SANITARY MF
TO NEW GRADES (SEI
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
INSTALL CURB UNDER
RADIUS AT MINIMUM
DRAIN BACK TO CURT
STRUCTURE ##701.
END SECTION
INV. 896.00
40.00'
PROPOSED
8/w DE SWALE
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
COMPACTED
GRANULAR
BACKFILL
REQUIRED
6 +00
CONTRACTOR TO
FIELD LOCATE AND
VERIFY ALL EXISTING
UTILITIES PRIOR TO
CONSTRUCTION.
LULU
z>
CC 0
LU
H-0
z v)
W
a_
W
J
Z
a:
0
a'
a-
-8" PVC
INV. 889.38
910
908
906
904
902
900
898
SCALE: 1" 50' HORZ.
SCALE: 1" 5' VERT,
896
894
892
890
888
5 +00
DATUM ELEV
885.00
C
CV
L
E
0
U
0)
co
44- as
CD
O O C
Oo C
O7 C3") N
07 i I
CC) 00
C: CO CO C
C