HomeMy WebLinkAbout04110005.28Y
M
MILAIVV UKIVt m fkf
- - - - - - - - - - - - - - - - - - - - - -
Z Z
30' R. Z o
EXISTING MANHOLE -HR 723 \ - o >
25' D.U. &S. S. E. 701 \ v Uj
T.C.= 912.88 25' D. &S.S.E. 25' D.U. &S.S.E. LTR
r
I N V. = 8 9 4.3 7 w
C)
35' B. L.
35
' B.L. 35' B.L.
w 9 10 11 12 w w N 1 1 o
o 20 L.F. -6" 18 L.F. -6" 16 L.F. -6" 15 L.F. -6° 13 4 14 15 16 `� `�
o WYE & LAT. WYE & LAT. WYE & LAT. 15 L.F. -6" o 15 L.F. -6" LO 15 L.F. -6" /� 1 1 w
� � WYE &LAT. J• �N c
STA. 1 +15 STA. 2 +10 WYE & LAT. � WYE & LAT. ^ 15 L. F. LAT I
o STA. 3 +05 STA. 0 +48 � � WYE &LAT. WYE &LAT.
M. F.F.= 913.50 STA. 1+43 STA. 2 +38
M.F.F.= 914.00 STA. 3 +33 STA. 4 +28 c <
o M.F.F.= 914.00 M.F.F.= 913.70 0 0
r7 M.F.F. = 912.50 r� r� M.F.F.= 912.20 M.F.F.= 912.60 / r
M.F.F.= 912.60
70' 75' 75' 75' 70' 70' 75' 75' I I 0 H
L0' R.D. &U.E_ - - - - - - 30' R.D. &U.E_ - - 30' R.D. &U.E.
N o
- - - - - / I I I SCALE: 1 "= 50'
/ Iso' /wI I m Um� i n o �0
L02 \ -- -- - - - -- - - -- - - -- - -- yU � II o\
_ o
\ 30' R.D. &U.E. 30' R.D. &U.E. -1 \ 30' R.D. &U.E. 30' '
\ 75' 75' 75' 68' 70' 75'
\\ 22 21 20 19 18 17
\ VAR. D.U. &S.E.& `````�uuuu�fffii,,�
\ 10 L.F. -6' 10 L.F. -6" 10 L.F. -6" 10 L.F. -6" 10 L.F. -6" 10 L.F. -6' L. M. A. E. �� \ �o p.RINEy
\ \ WYE &LAT. WYE & LAT. r, WYE & LAT. WYE & LAT. " WYE & LAT. WYE & LAT. iSTE
\ STA. 1 +27 STA. 2 +22 STA. 3 +17 STA. 0 +48 STA. 1 +43 STA. 2 +38
\ \ M.F.F.= 913.60 M.F.F.= 913.60 M.F.F.= 912.80 M.F.F.= 912.10 M.F.F.= 912.70 M.F.F.= 912.70 `� j \ / �� / / = No.
10200495 _
VAR. B.L. - - - - - - - - - - 25' B.L- - - - - - - 25' B.L- / � /
/ STATE OF
\ LTR LTR / O :� .. /NDIANP � `
•...........• NG� c-
- - - 20' D.U. &S.S.E. 20' D.U. &S.S.E. 20 D.U. &S.S.E. / `� / / / / ''�.,,`S�ONAL E ��.``� 0 LLJ
- - - -- _ / / tih / F-
- - - - - - - - - - - - - - -
WINELAND CREEK DRIVE °° /
Li
/ 20' &U.E. 20' &U.E. \ \ / \ in z
a
25' B. L. 25' B. L. \
\ w
23 24 �; 25 26 \\ 00
80 L.F. -6" 80 L.F. -6" 80 L.F. -6" in 80 L.F. -6" \ \
n WYE & LAT. �' WYE & LAT. WYE & LAT. \ \
WYE & LAT. \
STA. 2 +65 STA 3 +60 STA. 0 +83 STA. 1 +86 \
M.F.F.= 912.30 M.F.F.= 912.00 M.F.F.= 912.80
M.F.F.= 912.70 \ 6 Z Q
75' 70' 1 1 70' 75' L J LL-
15'
15' D.E. D.E. _
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N 911. I z O
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Z� 00� Orn O' 0C) Lo
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a, � � o�n�, SCALE: 1 =50 HOR. � � �
0 „ z II Z �� ZQ I, 1" =5' VERT. ZQ" z ��
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920
U 0 _
w
z
PROPOSED GRADE w
910 910 Q
Z
V/ C)
18" R.C.P. 12" R.C.P. 0 Q g" WATERLINE
IJ_ 0 z
O INV.- 905.77 INV.= 906.32
Q
LL. 00
L.F. 0.45% 8" S.D.R. 35 P.V.C.
0 I..L
L.L
900 8" S.D.R. 35 P.V.C. 900
�L
Z 00
Ak gg -
Q
INV.= 896.12 (S)
8" S.D.R.
DROP INV. 897.47 8" S.D.R. 35 P.V.C.
Z o
n�
L..L
"HOLEY MOLEY" Cr Q
SAYS: CAUTION Q
NOTE: ALL SANITARY SEWER LATERALS THAT CROSS THE STREET �o LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED W
MUST BE B A C K F I L L E D WITH FULL DEPTH GRANULAR BACK- UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, & Z
FILL THAT I S MECHANICALLY PACKED. marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES /� LLJ
FOR WHICH THERE IS NO ABOVE GROUND V
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS Q
1 - 800 - 382 -5544 SSHOULID BEIVERFIED BY THOEUCONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. SHEET NO.
- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA C501
1-317-571-2648
CALL CARMEL UTILITIES
(FOR WATER MAIN LOCATIONS) roe No.48700S1
w
a
�
w
Cr
EXISTING
GRADE
185
8" S.D.R. 35 P.V.C.
901.06 SE
901.89 NW
356 L.F.
0.45%
900.96 W
01.99 S
13 L.F. STUB
g" S.D.R. 35 899 2g W
0.45%
INV.= 900.68 E
( )
0 86%
S.D.R. 35 P.V.C.
8" DROP PIPE
364 L.F.
CONC. ENCASED
159 L.F. 0.45%
g" S.D.R. 35 P.V.C.
896.12
140 L.F. 0.45% 8" S.D.R.
35 P.V.C.
895.30 SE
896.02 NW
ONW
5 P.V.C.
INV.= 894.37 (W)