HomeMy WebLinkAbout05050179-Site Plan (2
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Sanitary Sewer Casth9 Information
Upstream Manhole, TC= 916.40
Downstream Uonhoie, TC= 913.00
Finished R~r= Bevoiion information p~r plan
Pod Glade 916,6 per p}on
' 7
Pod C, rods+ 0,7 = Gorugo FF[ (91
(Slob) Oaruge FFE + 0.5' = Res{deaf{al FFE (917,8)
Sod C~culotionm:
Drive; 222
Pdwte Wo{k = 13 ~:
Sod = 66 SY~, wnote )Urd
Note:
]his drawing is b({sed on construction plans er record drowin§s,
({nd is not b({sed upon e field survey ]he Schneider Corporation
does not warrant tho occur(icy or sufficiency of this inform(trion,
Contractors shoutd verify existing conditions paler to any
construction. Any discrepancy found on this drawing should be
reported to ]he Schne{der CorporuUon immsdiatdy; foiling to do
so results in the contractors onsumption of ({il liability.
Note:
Buiider to ensure positive drainage
away from structure(s).
Lot # 256
Vb05.0033258
0
Assumed, No[th.
Sc~id: 1 = 20
Water flow pott~;~n
Individual Iota.
C.A. //2
Note:
Re contractor s to maintdn a minimum
distance of ten feet (10') between the
sanitry sewer and w({ter line laterals,
Note:
Per Carmel zoning ordinance 26.1.1:
]he reei,de~tiet district limits hei9ht to tweet~five
feet (25) however a ?,walling may be inoreceed in height
[o thirty-five feet (35) provided the sk~ and rear yards
ore increa~,d on odditieaal eau f~ol (1') for each
one foot (1) the st,m, cturu exceeds the first
[weary-five feet (25) in height.
FLOOD HAZARD STATEMENT
CERTIFICATION
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