HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 16CURB INLET 19
to
aD
F
L
z
v)
(CATCH BASIN)
CURB INLET 196
T.C.= 865.07
1RB INLET 195
1;.= 864.40
ACE
:3ONn
o
d
4
10
CO
I I
V)
I-
U
J
z
T.C. 863.10
GROUND
I H BASIN)
INLET w /MH 19
92'29
GROUND
kGE SYSTEM 191
EXISTING GRADE
GRADE
C
STREET
a 1.--:
MERIDIAN TERF
12" R.C.P. W.
INV.= 857.80
m
U
U
CC
I-
el
CO
D
EXISTING GRADE
I
SUMP
F-�- CUAR1-13 B
1
LL
='0'1 I
1-W--
z°
U)
I
.61.070.92
857.00
¶'7zr"
8 ....60;
860.67
0
L.F.
134 L.F.
o0
PROPOSED
WATER
1.0 12" R
R.C.P.
859.32
35 L
1.00
12" R.
8" S.D.R. 35 P.V.C.
I INV.= 852.50
ROPOSED GRAD
10 L.F.
5 00%
12" R.C.P.
857.00
857.48
0.30%
15" R.C.P.
S.D.R. 35 P.V.C.
851.22
PROPOSED
WATER
c\
31 L.F.
0.50%
12" R.C.P.
24 L.F.
0.50%
12" R.0
0
CN j
cn--
R 26
0.50%
12" R.C.P.
GROUND
to
aD
F
L
z
v)
1.85
ET w /MH 182
8L l HIN M
(NISv
Z►
T.C.= 862.15
(CATCH BASIN)
CURB INLET w/
:3ONn
O i-
II
1NI B�IfO
99 ='0'1
T.C. 863.10
GROUND
(CATCH E
CURB INL
198
PROPOSED
EXISTING GRADE
GRADE
C
STREET
PROPOSED
50
12 RCP
PROPOSED
0
857.55
Z
12" R.C.P. W.
INV.= 857.80
GRADE
48 L.F.
I
107 L.F. 0.29% 15" R.C.P.
&5 8 5
:3aNn
I
12" R.C.F
I INV. =857
18" R.C.F
INV, =856
a_
857.00
856.69
37 L.F.
856.58
:5€:
v n
0.30%
856.49 856.35
II 18 R.C.P..
18" R.C.P.
8"
INV.=
0.30%
15" R.C.P.
S.D.R. 35 P.V.C.
851.22
31 L.F.
0.30%
15" R.C.P
0
cn
CURB INLET 18
T.C.= 862.80
CURB INLET 181
(CATCH BASIN)
I CURB INLET wJ
(CATCH BASIN)
CURB INLET 17c,
T.C.= 862.15
(CATCH BASIN)
CURB INLET w/
T.C. 861.42
CURB INLET 17
T.C. 866.53
GROUND
(CATCH BASIN
CURB INLET 1
T.C. 863.10
GROUND
GE SYSTEM 175
U
H-
LIJ
'-LI
1-
cn
1111
8
29 L.'.
1.00•.
STREET
C
8
PROPOSED
50
12 RCP
PROPOSED
0
857.55
Z
24
1.D0%
12"
GRADE
48 L.F.
I
859.63
&5 8 5
:3aNn
I I
2301 S
26 L.F.
1 .00%
12" R.C.P.
43 L.F.
39 L.F.
0.30%
856.22 856.10
EXISTING GRAC
58.34
a_
N
0.30%
856.49 856.35
II 18 R.C.P..
0.30%
856.35 856.22
18" R.C.P.
18" R.C.P
12" R.0
8" S.I.R. 35 ".V.C.
INV. 8',4.07
P. 0
WATER imul
15" R.C.P. S.
INV. 856.49
1 SUMP I
18"
MIN.
PROPOSE,
WATER
WnS
trZ
CURB INLET 16
T.C.= 867.16
.C.= 864.80
MANHOLE 171
(CATCH BASIN)
I CURB INLET wJ
(0 I-
l<
(0
CO
I I CO
U a
Co
Z
U
l.UND IINLL I I O.;
T.C.= 866.10
F
ATCH BASIN
JRB INLET 169
T.C. 866.53
GROUND
GE SYSTEM 161
k_..,,-
C U
U
H-
LIJ
'-LI
1-
cn
PROPOSED GRADE
EXISTING GRADE
STREET
C
�3aNn N 1
3QNn
KIS
24
1.D0%
12"
63.16
862.92
L.F.
R.C.P.
SE
i- 860,63
98 L.F. 0.55% 15" R.C.P.
860.17
N
34
1.07%
15" R.D.P.
859.63
&5 8 5
a.
0
12" R.C.P.
INV. 860.17
859.27
L F.
N in
7 8.5
3.00
3. 0
15" R.
URB INLET 172
.C.= 864.80
MANHOLE 171
O
T)
(0
00
II
C
F
0
N.
W
J
z
m
D!
02'598 ='0'1
ATCH BASIN
JRB INLET 169
C.= 864.56
GROUND
GE SYSTEM 168
k_..,,-
C U
U
H-
LIJ
'-LI
1-
cn
U
EXISTING GRADE
I II I
i
I
It 860.1
C
�3aNn N 1
Q
Et
0
H- tn
PROPOSED GRA
17 L.F.
1.00%
12" R.C.P.
860.80
48 L.F.
858. 8 0
57.0
12" R.C.P,
i- 860,63
77 L.F.
c- 12 "R.C.P.
35 P.V.C.
31 L.F. WATER
1.00%
12" R.C.P.
U 8" S.D.R. 35 4 .V.C.
INV.= 850.77
Z
NI
O
0.50%
859.13 858.75
ao
PROPOSED
WATER
12" R.C.P.
INV. 859.13
858.75
858.58
N
15
18'
858.50
L.F.
0.50%
R.C.P.
S
m z
PROPOSED
WATER
15" R.C.P.
O 34 L.F.
0.50%
15 R.C.P.
JLET 185
1781 1]
>2.00
kSIN)
T w /MH 183
CURB INLET 167
02'598 ='0'1
uI Elan0
i 8eJn0
8 ='0'1
GRADE
(CATCH B
.l1RR INI
C U
r PROPOSED GF
2" R.C.P. W.
JV.= 862.92
I II I
i
I
It 860.1
84 L.F.
1.00% 861.01
R.C.P. �t 5
N
cf)
m 1
'OSED GRADE
XISTING GRADE
'tr..
58 28
32 L.F.
1.00%
12" R.C.P.
48 L.F.
858. 8 0
57.0
12" R.C.P,
I
11
24" R.C.P
24" R.C.P
INV. =856.
0_
c- 12 "R.C.P.
35 P.V.C.
31 L.F. WATER
1.00%
12" R.C.P.
U 8" S.D.R. 35 4 .V.C.
INV.= 850.77
i N
11,11 r r /,A1
co
Q
co m J
I\ Z
co I
ao F- m
II QcL
6 U ,C
CATCH BASIN
URB INLET 173
CURB INLET 167
02'598 ='0'1
GE SYSTEM 1981
EXISTING
GRADE
PROPOSED GRADE
EXISTING GRADE
C U
r PROPOSED GF
2" R.C.P. W.
JV.= 862.92
I II I
i
I
It 860.1
84 L.F.
1.00% 861.01
R.C.P. �t 5
N
cf)
861.01
27
1.00%
12"
L.F
R.C.P.
76 L.F.
857 .47
1
..°9-- z
g 12 R•C.P
PROPOSED
4
l 2"
R.C.P. E
V.= 860.17
c- 12 "R.C.P.
35 P.V.C.
URB INLET 174
CATCH BASIN
URB INLET 173
\TCH BASIN)
RB INLET 199
0
z
CO 0
11 CC
0
GE SYSTEM 1981
DSED GRADE
U
PROPOSED GRADE
EXISTING GRADE
C U
v
H U
z
EXISTING GRADE z
D
d2JOIS
I
59 L.F.
1
12" 12 R.C.P. P
Q//_ INV. 860.6
859.60
857.78
8 57, 47
a-'
N om-
_D
76 L.F.
857 .47
1
..°9-- z
g 12 R•C.P
PROPOSED
856
15 "R.C.P.f
INV. 859.13
`V
c- 12 "R.C.P.
35 P.V.C.
31 L.F. WATER
1.00%
12" R.C.P.
U 8" S.D.R. 35 4 .V.C.
INV.= 850.77
URB INLET 174
CATCH BASIN
URB INLET 173
N.
o LU
O
0 z
I I Q
o
0l'S98 ='0'1
U
PROPOSED GRADE
EXISTING GRADE
U)
I
59 L.F.
1
12" 12 R.C.P. P
Q//_ INV. 860.6
859.60
35 L.F.
0.50%
12" R.C.P.
59.42
8" S.D.R.
INV. 856.88
859.42 859.13
15 "R.C.P.f
INV. 859.13
`V
c- 12 "R.C.P.
35 P.V.C.
870
860
870
860
STREET C
STREET B
STREET F
(196)
INV. 855.04
(164)
SCALE:
8" S.D.R. 35 P.V.C.
1"=50' HOR.
1"=5' VERT.
SCALE: r=50' HOR.
1"=5' VERT.
PROPOSED UNDERGROUND
RETENTION
N
N
PROPOSED UNDERGROUND
RETENTION
870
860
(184)
x/38)'
6
83)
SCALE: 1"=50' HOR.
1 =5' VERT.
1
3
870
860
ADE
y
870
860
J SCALE: 1"=5O' HOR.
1 =5' VERT.
0'
J
SCALE: 1"=50' H OR.
1"=5' VERT.
E
DE
870
860
DE \OT
870
860
-S FULL
(SAND)
D
-PT
SCALE: 1"=50' HOR.
1"=5' VERT.
SCALE: 1"=50' HOR.
1 =5' VERT.
GRAN J LAR BAC
SW.
NE
69
FI LL
W
E
STORM SEWER NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
AS- BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS
(AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT
CERTIFICATION AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF
STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPUANCE WITH THE DESIGN PLANS. AND AS APPROVED BY
THE CITY OF CARMEL.
870
PROP
860
870
860
SCALE: r=50' HOR.
1 =5' VERT.
SCALE: 1"=50' HOR.
1 =5' VERT.
SCALE: 1 60'
W.
55
NE.
49
STOEPPELWERTH