HomeMy WebLinkAbout27 C701 Storm Sewer Plan & Profiles904
902
900
898
896
894
892
890
886
884
882
880
878
876
874
872
DATUM ELEV
870.00
uJ
L_1
0_
Ui
z
0
U-
D.U.E. COMMOM AREA
725 11
t
eP
98.4
I
896. 10
45
Th
0
29
8
[900.60) d
co I
<897.50>
15,0J15,00
D.U. D.U.E.
S89 35''E 317.03'
t
8.41-
98.9
MIN. F.
Ll.).UU I I .ZU.Uk.1
D.U.E. I I D.U.E.
3,81'
8 PVC
INV. 886.50
t- 4
ti&b.
30
[900.10
Lri R
N
b
o
L c;
400 LF OF 30" RCP 0.40%
c\J
135.00'
100.00'J 197.5
98.0
MIN. F.G.
196.0
9 0 11
98. 01
18+00 17+00 16+00
12" RCP
ct
REPASS DRIVE 0
19 6 51-\
4
8" PA
30" RCP 100.00'
97.2
BWD
504
1.0%
0),1
100.00' 196.6
MIN. F.G.
195.6
95
195.6
PROPOSED EXIST.
GRADE -GRADE
4
0
0
15.00 15. JO'
D. U E. D. U .E.
0
0
6
sr!
503,
z
15.00 15.00'
D.U.E. D.U.E.
HANDICAP RAMP
(TYP.)
BWD
502
t
724
cYcrct
L441 Li 1.1
°<d>>»
(1) Z ZZZ
<895.10
7
(898.70:
1 97.01
96 51
5 CONC. WALK TYP.
47
100.00'
95.7
26
898.809
<896. 00>
F._
0
N 6
<896.00>
898.50)
4 -4
6.
F.G.
94.6
194.6
95.00'
(95.8)
5' C'ONC_VALK ,TYP
.96.
MIN. F.G.
0
0
0
0
0
,c3 m
d m
0
8"
WATER
LINE
1
<894.50 I
0 0
0 0
di 6 cdo.
g
Lo o
1- (897. 80 1--
CD Li
0
D
NO
Oui
NO
<896.00>
897.50
-4--
1
1
95.61
48
100.00'
93.6
220 LE OF 21" RCP 0.42%
COMPACTED
GRANULAR
BACKFILL
REQUIRED
100.00'
95.3
MIN
15.00'15.00'
F.G.
D.U.E. hUE.
II 6,
a-- I -cg i
0 /I n. 0
1 5.0C 5.Oft
D.U.E. .U.E.
(94.8)-\
_897.20,
<896.00>
,R1116A11111
707
895.65>
5
24
100.00'
27" RCP
U-
z
Li
Li
z U-
0_ 0_
CC CC
JJ CO
0
Li
o o
(1_ r•,-) m
m
N CO CO
L CO CO
L.L1
O
N 1- 1- 1-
CC CC CC
.L.L11,114_1
897.80
5.00'
5.00'
D.U.E.
100.00'
L„.
S8935'35"
985.33'
-4
0
1
CONTRACTOR TO
FIELD LOCATE AND
VERIFY ALL EXISTING
UTILITIES PRIOR TO
CONSTRUCTION.
r
95.61
bJ
0 I
200 LF OF 18" RCP T 0.35%
<895.90>
4
1898.60)
100.00'
co
-4 I 4 t i
1
i I
1
t 1 i
L t-
-4
1
4
I
I
_L L
1 t t 1 4-
I
H-- 4-I -1 4
r -1- 1
i
4
1 1 -4
1
7
b r r 0
0
cc
rt
o
96. 41
1 00. 00'
705
707
704
I
4- 4 4
--4
f -I- •44
I
-1- -4-
1
895.90
3
899.40
15.00'
D.U.E.
MIN. F.G.
23
97.
MIN. F.G.
C899'.30,
co
0
897.00
<897.00>
(899.20:_ b
o_
Do
ir)
0
Li
o
>4 0
0")
00 0 c o
N
00 E.-
L.LJ CD
Z (N 0
0 H-H-
U-
1:C U-
0
C)
50
196.
r
0 I"z
H 9 7. 21
PROPOSED
GRADE
o
0
tri
N
BWD
510
I
<893,.50
2
c
.90�20
100.00'
22
o m
N)
98.4
MIN. F.C.
,900.10
<897.00>
94.
<897.00>
(898.509
0
Li)
1
9 8. 01 -1
5 C,ONO YP
WALK T,
194.81
0
0
0
0
o
315 LE OF 15" RCP 0.35%
893.50
[901.20,
0
120.00'
99.
MIN. F.G.
REPASS DRIVE
21
(901.40) c o Si
<897.00>
NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY"
100.00'
52
EXIST.--
GRADE
--i- 4 .-.L
I-- tt 1
T
1 t
4
1 4 I1
4 4
I 1 I
4 t t
4
1 1 I
4 I_ 1- 4_ 1 t
1
LINE
I
t
1
t
4-
i
1 at 4 1
1 1 t
--4 t- t t
1- 1- 4
4--
99.5
MIN. F.C.
8
WATER
O w
100.00'
20
899.30
189.64'
MIN. F.G.
N.
897
189, 229.
898
100.00
<897.30
100.00
15" RCP .17-75
4.
8935'35'E
220.61'
19
54
96 4
MIN. F.G.
97.8
0
to
1
SCALE: 1" 50' HORZ.
SCALE: 1" 5' VERT.
co
COMPACTED
GRANULAR
BACKFILL
REQUIRED
157 LF OF 15" RCP 0.35%
15" RCP'
24 LF OF
701
4
II
46 LF OF
12" RCP
0.35%
93
01
15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00
904
902
900
898
896
894
892
890
888
886
884
882
880
878
876
874
872
0
-1898,
DATUM ELEV
870.00
"E" Ai/ NEENAH R-4342
W/ NEENAH R-4342
neeri
I
1 k I
Ty of- CARMEL HAMIL TON
7
PER el
COUNTY SUR VE'YOR, AN DS(
COMMENTS
6/,30/04
PER (:TF /CLAY WASTE COMNAF- N rs,
6/30/04
PER SCS COMMENTS
NO.
DA 1E
REICION DESCRIPTION
0mm:fil
-c
C U i _i
.-1-1
14 E L 4.
4
,s •--:!.1 c;\
0
ilititsitw
CUENT:
PLATINUM
PROPERTIES,
LLC
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46250
PHONE: 317-818-2900
FAX: 31 7
CONI7DENTIALITY STATEMENT:
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.
SITE ADDRESS;
BELLEIVOOD
SLBDIVISIO\
131st STREET WEST ROAD
CARMEL, INDIANA
SCALE 1" 50'
DAT:
7/23/04
DESIGNED 8r: DGP
DRAWN 8Y: HWR
CHECKED 8r:
DGP
1117.0 BOOK
03-03
FILE NAME 0327-STORM.dwg
DR4149NG TITZE
STORM
SEWER PLAN
PROFILES
SHEET NO:
C
7 0 1
904
902
900
898
896
894
892
890
886
884
882
880
878
876
874
872
DATUM ELEV
870.00
uJ
L_1
0_
Ui
z
0
U-
D.U.E. COMMOM AREA
725 11
t
eP
98.4
I
896. 10
45
Th
0
29
8
[900.60) d
co I
<897.50>
15,0J15,00
D.U. D.U.E.
S89 35''E 317.03'
t
8.41-
98.9
MIN. F.
Ll.).UU I I .ZU.Uk.1
D.U.E. I I D.U.E.
3,81'
8 PVC
INV. 886.50
t- 4
ti&b.
30
[900.10
Lri R
N
b
o
L c;
400 LF OF 30" RCP 0.40%
c\J
135.00'
100.00'J 197.5
98.0
MIN. F.G.
196.0
9 0 11
98. 01
18+00 17+00 16+00
12" RCP
ct
REPASS DRIVE 0
19 6 51-\
4
8" PA
30" RCP 100.00'
97.2
BWD
504
1.0%
0),1
100.00' 196.6
MIN. F.G.
195.6
95
195.6
PROPOSED EXIST.
GRADE -GRADE
4
0
0
15.00 15. JO'
D. U E. D. U .E.
0
0
6
sr!
503,
z
15.00 15.00'
D.U.E. D.U.E.
HANDICAP RAMP
(TYP.)
BWD
502
t
724
cYcrct
L441 Li 1.1
°<d>>»
(1) Z ZZZ
<895.10
7
(898.70:
1 97.01
96 51
5 CONC. WALK TYP.
47
100.00'
95.7
26
898.809
<896. 00>
F._
0
N 6
<896.00>
898.50)
4 -4
6.
F.G.
94.6
194.6
95.00'
(95.8)
5' C'ONC_VALK ,TYP
.96.
MIN. F.G.
0
0
0
0
0
,c3 m
d m
0
8"
WATER
LINE
1
<894.50 I
0 0
0 0
di 6 cdo.
g
Lo o
1- (897. 80 1--
CD Li
0
D
NO
Oui
NO
<896.00>
897.50
-4--
1
1
95.61
48
100.00'
93.6
220 LE OF 21" RCP 0.42%
COMPACTED
GRANULAR
BACKFILL
REQUIRED
100.00'
95.3
MIN
15.00'15.00'
F.G.
D.U.E. hUE.
II 6,
a-- I -cg i
0 /I n. 0
1 5.0C 5.Oft
D.U.E. .U.E.
(94.8)-\
_897.20,
<896.00>
,R1116A11111
707
895.65>
5
24
100.00'
27" RCP
U-
z
Li
Li
z U-
0_ 0_
CC CC
JJ CO
0
Li
o o
(1_ r•,-) m
m
N CO CO
L CO CO
L.L1
O
N 1- 1- 1-
CC CC CC
.L.L11,114_1
897.80
5.00'
5.00'
D.U.E.
100.00'
L„.
S8935'35"
985.33'
-4
0
1
CONTRACTOR TO
FIELD LOCATE AND
VERIFY ALL EXISTING
UTILITIES PRIOR TO
CONSTRUCTION.
r
95.61
bJ
0 I
200 LF OF 18" RCP T 0.35%
<895.90>
4
1898.60)
100.00'
co
-4 I 4 t i
1
i I
1
t 1 i
L t-
-4
1
4
I
I
_L L
1 t t 1 4-
I
H-- 4-I -1 4
r -1- 1
i
4
1 1 -4
1
7
b r r 0
0
cc
rt
o
96. 41
1 00. 00'
705
707
704
I
4- 4 4
--4
f -I- •44
I
-1- -4-
1
895.90
3
899.40
15.00'
D.U.E.
MIN. F.G.
23
97.
MIN. F.G.
C899'.30,
co
0
897.00
<897.00>
(899.20:_ b
o_
Do
ir)
0
Li
o
>4 0
0")
00 0 c o
N
00 E.-
L.LJ CD
Z (N 0
0 H-H-
U-
1:C U-
0
C)
50
196.
r
0 I"z
H 9 7. 21
PROPOSED
GRADE
o
0
tri
N
BWD
510
I
<893,.50
2
c
.90�20
100.00'
22
o m
N)
98.4
MIN. F.C.
,900.10
<897.00>
94.
<897.00>
(898.509
0
Li)
1
9 8. 01 -1
5 C,ONO YP
WALK T,
194.81
0
0
0
0
o
315 LE OF 15" RCP 0.35%
893.50
[901.20,
0
120.00'
99.
MIN. F.G.
REPASS DRIVE
21
(901.40) c o Si
<897.00>
NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY"
100.00'
52
EXIST.--
GRADE
--i- 4 .-.L
I-- tt 1
T
1 t
4
1 4 I1
4 4
I 1 I
4 t t
4
1 1 I
4 I_ 1- 4_ 1 t
1
LINE
I
t
1
t
4-
i
1 at 4 1
1 1 t
--4 t- t t
1- 1- 4
4--
99.5
MIN. F.C.
8
WATER
O w
100.00'
20
899.30
189.64'
MIN. F.G.
N.
897
189, 229.
898
100.00
<897.30
100.00
15" RCP .17-75
4.
8935'35'E
220.61'
19
54
96 4
MIN. F.G.
97.8
0
to
1
SCALE: 1" 50' HORZ.
SCALE: 1" 5' VERT.
co
COMPACTED
GRANULAR
BACKFILL
REQUIRED
157 LF OF 15" RCP 0.35%
15" RCP'
24 LF OF
701
4
II
46 LF OF
12" RCP
0.35%
93
01
15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00
904
902
900
898
896
894
892
890
888
886
884
882
880
878
876
874
872
0
-1898,
DATUM ELEV
870.00
"E" Ai/ NEENAH R-4342
W/ NEENAH R-4342