HomeMy WebLinkAbout05090056-Site Plan8gOl (Me Avenu~ 8u~
GeoM~
Prepared For: R.H. at Incl~e
¢on~ining 5,g28 S.F.+, in
!
Knoll Lane (70'R/W)
Fedji
Community R~tr~t~nm
Side Yerd =~ min.
Rear Y~ ~ ~/~
Plot Pisa L~
~ Proposed Grades
000,0 Ex[sting grades
...----000,0---~' Contour Grade
~: Approx. Latem Locat~
I Souitery Sewer Unee
~t'------ Storm Sewer Lee
v -- Wotor Service Lee
.... - - - Sub-sorf~ce 0rain Lines
~ Idenhole (seni!ary or. Storm)
~ Beehive Inlet
i Curb Inlet (Starm)
D End Soctio~ (Stor~)
o o o*~' o o o Fire Hydrout
-- -- -- Row Line of ewnle
..... BuadIng LIne (eL / 8SL)
....... Easement Line
Note: Sanitary Sewer
Top of CastIng Information
Upetroum Manhole, TO= 920.50
Downstream Manhole, Tc=g1&20
per p~on.
R H al Indiou~
Rn[shed Roar Etewtion Information
Pod Grade = g20.2 per plan
Pad Gr(~e + 0.7' = C~ FFE (920.9)
Garage FF[ + 1.5 = ,Residential FF£ (922.4)
Residential FFE - 9.0 = Basement FF£ (913,4)
.Note: Tho ~ger~ga ~ed floor elewt~
bl.4 above the curb at the dave, per plso.
Ground Cove~ Coloulotious
Drive = 610 SF+
Public Walk =219 SF+
Private Walk =52 S~±
H,~troseedIng = n/a SF+
Sod =397 Sy+, from
entire ~rd
TC=gl&50
/ /
Note:
This drawing is based on canstmct~ plans or record
drawings, Dud is not based upon a field survey. The
S~n~der Cerporotinn does not warrant the acoumcy (x
sufficiency of this Informot[sn. Contractors s~ould verify
existing conditions prior to any construction, An)'
discrepancy found an this drawing should be reported to
The Schneider Corporatiso immediotol~ failIng to do so
results in the contractors ossumptiou of all liability,
Note:
Per Ca'm~ zoning ordinance 26.1.1:
Tho reei,d, eet~ district limits height tn tweety-five
feet (2.5), however o dwelling may be increased ~ bei~t
to thkty-five feet (55') provided the side and rear 3~r~s
ere increased on edditionnl one font (t') for onch
one foot (1') the stmcfuru exceeds the ~st
twenty-five feet (25') in height,
Lot # 93
Vb05,0039950
Oeteit of ~ound/Storm
Water fh~ ~mtt~. fo~ fl
individu:b. ~u
Assumed North
Scale: 1' = 50'
Note: Builder to en~ure
positive drein~je away
from nlructure(s).
Note:
The beeemsot elewt~on, depicted hereon, has bea~ deterrn~ed end
based upon the p~ gredee and/or contours tabee from the
coflstruction plans for this subdivision. Unless stated, no information
about floctuoting water tnl~ee, Doll conditions, er ~ t~ee hod been
~ovided or stated on sold plans, It Ls recommondud that the basement
finished ~ elevaUons be ~t least two feet (2) above the nonnnl pool
elevation of any edjoLqing bodies of water, unless a study of facts
revenls othefwl~ If during the esoav~tion process any ~'onnd water is
witnessed, The SchnekJer Corperaticu shooid be notified In,.med~tnly. The
basement aavetion should be roL~ed two feet (2') above tho ground
water, end edditionnl construction techniques should be incorporated to
alleviate future problems,
Note:
Sump p~tp(e) to be pl~ced by
builder ~ needed.
2
STclewolk to be placed
7' 6'om pr~oe:'ly line,
5' from beck of curb,
per plon.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report ts SUDJeC[ to
map sc. ate uncerla~nty and to any other uncertainty in location or elevation on the referenced eood
thsu~ance rate map, ALL of the within described land DOES NOT LtE within that special floon r~azara
zone .~ as said land plots by scale on floou insurance rate map # 180081 0205F for City of Carmel
Indiana (maps dated February t9. 2003).
DAE:
cusTo E., --.
FLOOD HAZARD STATEMENT
CERIIRCA110N
so o3