HomeMy WebLinkAboutC603 SUMP PLAN-Layout1t4Y LF. 6' SSD RISER
110' L.M.A.E. T.C. = 908.1
RE) t-
10' L.M.A_E.
30' R.D.C.
10' IM.A_F.
30' R.D.E
211' L.F. 6" SSD
10' LM.A.E
RISER
T.C. =905.4
1
RISER
T.C. =900.4
. �� F
30' R.D.E.
16
17
18
21
22
23
24
25
26
1AR. B.L.
L
r
25 B.L. J
25 B
25' R.1 = _ — — __
4 —\
20' D E
20 D.U. &S.SL
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20' D - &JS.
20' D. &U.E.
25' B.L.
22 I) Ar.U.h.
25 B.L.
_5 D.L.
15 R.D.E.
R_D.E
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15' R.D.E.
15'
123' LE 6"
— RISER
T.C. =908.9
RISER
T.C. =905.6
D-L.
15' B. J. E_
R.D.E.
15' R D
F/wc F
i H04
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INSTALL 10' CMP
AT END OF PIPE
W /ANIMAL GUARD
S.S.D. TO OULET
TO RIP RAP INSTALLED
WITH SIR. #416
(SE SHEET C603
FOR INFO ON SSD)
RISER
T.C. =903.2
99.16
999.96
= 901.38
90.00
404
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30' R.D.E.
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LEGEND
LAKE #1
N.P.= 895.70
2 YEAR ELEV.=897.37
10 YEAR ELEV.-898.3?
100 YEAR ELEV. = 898.99
BOTTOM ELEV.= 88/./0
VAR R.D.-
Th
34
&
50
GRAPHIC SCALE
0 25
50
1 INCH = 50 FT.
o EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
646 PROPOSED CONTOUR
• PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
848.01
PROPOSED 5' SIDEWALK (BY HOME
BUILDER)
4" SSD TO LOT
4" SSD LATERAL STUB TO LOTS WITHOUT
REAR YARD UNDERDRAINS (LOTS 25 -32)
PROPOSED 6" UNDERDRAINS
L RISER TC
6" SSD
CONSTRUCTION LIMITS
NOTE:
THIS SHEET SHOULD BE USED ONLY FOR SUMP PUMP
CONNECTION LOCATION.
Know what's below.
CaII before you dig.
IUPPS DIg ;Safely.
Indiana Underground Plant Protection Service
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SUMP PLAN
HAMILTON COUNTY, INDIANA
CLAY TOWNSHIP
DRAWN BY
KRG
CHECKED BY'
BAH
SHEE NO.
C603
& A JOB NO
55960PUL