HomeMy WebLinkAbout05110178-Site PlanTho ~m~er CorpoFaLio~ ~
8~10~ Aven~e ~
[
For:. R.H. of Indiana
Lot # 79 containing 7,798 S.F.±, iN
Stanford Pek
500009385 577
13755 STANFORD DRIVE
Prepared Date: 11/18/05: B~ ARW
Pr~osed Bu)~r(,): INVENTORY
Community R,onkictiens:
Side Yard =3 rain,
Rear Ymd = N/A
Aggregate =
R,H, of Indiana
Finished Floor EJovatJou informatiar
Pad Grade = g14.;§ per plan
Pad Grade + 0.7 = Garage ~ (gtS.3)
Garage FFE+ 1,,5' = Residential FEE
Residential F~ - g.O = Basement ~FE (g07.8)
Note: The garage finished floor elevation
Is 1.3' obova the curb at the drive, pe~ plan.
Ground Cover Caloulotiens
Drive = §13 SF'~:
Public Walk =244
Private Walk ~:fi3 S~+
Hydroneeding = 1,531
Sod =31g Sy+, from
even with the rear
~,dd. Sod= 108 SY:I:
to the rear esmt.
Plot PI~
[~ Proposed C;redes
000.0 Existing Grades
.~---000.0---'" Contour Grade
* A~prox, Lateral Location
----- · ----.-- Sanitary Sewn' Ufles
lY ~ Storm Sewer Lines
v -- Water Se~ce Lines
....... Sub-Surfaco Drain Lines
· Manhole (Sani.tary or. Storm)
~ Beeh ye Inlet (Storm)
~ Curb Inlet (Storm)
D End Section (Storm)
~ Fire H~rent
......... Flow Line of swale
_-__ _ ~ Building Line (BL / BSL)
Easement Line
Top of Casting Information
Upstream Manhole, TC=915.20
Downstream Manhole, TC=915.20
per plan,
Not~
Sump pump(s) to be placed by
buade' os needed.
Note:
This drawing is based on conatruction plans or record
drawings, and is not based upon a liold survey. The
Schnolder Corperotiou does not wac'rant the uccur~cy c~
sufficiency of this information. Coutrectars should verif)
existing conditions prior to any construction. ~y
disaropancy found on this drawing should be reported t
the Schneider Corporation immediataly, failing to do so
~esults in the contractors assumption of all lability.
Note:
Per Carmel zoning ordinance 26,1.1:
The res?nt~ district limits hekjht to twenty-five
feet (25), however o dw~ing may be increased In height
to thirty-five feet (55') pro.led the side and rear yards
ara inarsuse, u an edaltione one foot (t') far each
one foot (1) the structure exceeds the first
twenty-riva feet (25') in hei~hL
Note: Builder to ensure
pos!Urn drainage away
from structure(s).
Note:
The basomest devotion, dq~cted hereon, has been determined
and based upon the pad grades and/or contours taken from the
constructinn plans for this subdlvisinn. Unless stated, no information
about fluctuntin9 water tobies, soil conditions, or so{{ types has been
provided or stated on said plans, it is recommended that the basement
finished floor elevations be at least two feet (2') above the normal
pool devotion of any adjoining bes3es of water, unless a study of facts
reveals otherelse If during the excavation process any ground water is
witnessed, The Sd~nek~er CaporaUen should be notified immed ately.
The basement alevatien should be raised two feet (2') above the ground
water~ end additional construction techniques should be incorporated to
alleviate future prabinm&
Lot # 79
Vb05.0045004
Oetog of ~'onnd/Storm
Water flow pattern fo~
individual lots,
Assumed North
Scale:
T~915.20
,,I § 120.00'
~_ .~ -- -- __15' R.D,E.
TC=915.20
~PER Sidewo{k to be pieced
PLAN
T from property I~e,
~ ._3~~~ 5' from baCk of curb,
· per plan.
~s~cuc~
DA'E:
LS~G~AIURE OF REC[IPT OF PLOT PLAN BY CUSTOMER.
REPRESEN]S.CONF1RU AllOfl
~N{. D.U.&S.S.E. & S.LE. &
P.LE.E.
FLOOD HAZARD STATEMENT
CERTIFICATION
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