HomeMy WebLinkAbout06010040-Site Plan577
Y
Qmd. IN 40074
Fm R.H. of Indleno
600 S.F.J:, in
(5o'RAV)
Community Rssb'iction~:
S~eY d=3 min.
Rea' Ywd =, N/A,
Aggregate = 6
R.H, of Indona
Finished floor BewUon Information
Pad Grads = 91~;g per plan
Pad Grade + 0.7 = Oerogq FFE (915,6)
Resk]enticl FFE - g.O = Bonemont
Note,: The garage ~ished floor
is 1.3 above the curb at the drive, per plan.
Plot Plan=Legend
~ Proposed Grades
000.0 Existing Grades
.-.----000.0--'-"' Contour Grade
~ ~< Approx, Lateral Location
---.--. S -~- Sanitary Sewer Lines
~t' Storm Sewer Lines
water Sor~ce Lines
....... Sub-Serfoce Drain Lines
~ Manhole (seni.tory or. Storm)
(~ 9eehive inle. t (Storm)
I~l Curb Inlet (St. orrn)
D End Section (Storm)
~. Fire Hydrant
......... Flow Line of swale
- Building Line (BL / BSL)
...... Easement Uno
Note: Sanitary Sewer
Top of Casting Information
Upstreen t~onhoie, TC= 917.40
Downstream Manhole, TC=915.30
per
Ground Cover ColouloUons
Drive =513 SC+
Public Walk =194 SC:I:
Private Walk =94 SC+
Nydroneeding =n/a SF+
Sod = 472 SY+. from
entire )ard
Note:
]his drawing is based on construction plans or record
drawings, and is not based upon o fie~d survey. ]he
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any conatrucUon. Any
discrepancy found on this drawing should be reported to
]he Schneider Corporation tmmedictely; foiling to do so
results in the contractors assumption of ail lisMJtty.
Note:
Per Conn~l zoning urdinonce 26.1.1:
l~e residenU~ district limits height ts tweaty-flve
feet (2§'), r~we~ o owellin9 may be iscressed in height
to th~-flve feet (,35') provided the bide end lear ~ras
~re incresssd on eddiUesel one font (1') for each
one font (1~) the structure exceeds the'Sst
twesty-fiv~ rest (25') in height,
Lot # 17
Vb05.0046640
Deta~ ofC~ound/Storm
Weterflowpattem for
Scale: 1 =30
Note: Builder to ensure
positi~ drainage away
from structure(s),
SidewoJk to b, pla:ed
t~ from prepert) line,
4 from back of curb,
per plan.
~ ~914AO
The basenest e~evotion, depicted hereon, hes been determined
end based upon the pad grades and/er caetours taken from
the construction Cons for this subdivis~. Unless stated, no
infa3nation about fluctuating water tables, soil conditions, or
soil types has been provided or stated on Sold ross. it L~
recommended that the basement fmnlshed floor eleveUons be
ot least two feet (2') above the normol pest elevation of any
adjoining bodies of w~te~, unless s study of facts reveals
othorwiss. If during the exc~vethm prsosss any ground water
is witnessed, ~e Schneider Corporatk)n should be notified
immedistety. 1he basement e~eveUon shonld be raised two feet
(2') above the 9resnd water, and additional conetmcticn
techniques shculd be incorporated to alle~3te future ~)rOblems,
16'
Note:
Sump pump(s) to be pieced by
builder as needed.
FLOOD HAZARD STATEMENT
CERTIFICAtiON
~:~..-'~ nO. -'..,'~'~
~ ~ STATE OF'
DA~E~