HomeMy WebLinkAbout05110065-Site PlanSclm~der Cort~raUon ~s~ineerini
OUs Avenue Surveyt~
HJstur~ Fort H~u'rinon ~ Arddtecture
Indiana 48~1S-103'/ GEl · LIS
~17-8~6-'/100 GeoloSy
'lhb Hot Plan Pl~ F~ R.H. of IndL-~a
Lot if 85 , containing 6,599 S.F.±, in
Stanford Pork
Sect~ f !
IN$1R. J 200500009:85
13683 Stanford Drive (50'R/W)
Carmel, Indiana 46074
Prepared Date: 11/0f/05: B~, AMA
Prq~311ed J~l]/ll~(s): INVENTORY
Community Restrictions:
i ,
Sde Yard =3 min,
Rear Yard = N,,/A
Aggregate = 6 (RH.)
R.H. of Indiana
Finished F°ar Elevation Information
Pad Grade = 915;4 per pton
Pad Grade' + 0.7 = Garage FFE (91§.1)
Garage FFE + 1.5' = ,ResJdentinl FFE I917.6)
Residential F~ - 9.0 = 8asament FFE Ig08.6)
Note.: the garage finished floor devotion
is 1.~. a~o~ the curb at the drive, per plan.
Plot Plan Le__~.ffi~_
~ Proposed Grades
000.0 Existing 6rades
_----000.0----'"' Contour Grade
Approx, Lateral Locatior
· ----- Sanitary Sewer Lines
Storm Sewer Lines
v -- Water Service Lines
...... Sub-S~rface {)rain Lines
Uonhole (Sonit. ary Storm)
Beehive Inlet (Storm)
Curb Inlet (S~erm) .
End Section (Storm)
A Fire Hydrant
......... Row Line of swale
-- Building Line (ElL / BSL)
....... Easement Line
~lote: Sanitary Sewer
Top of Casting information
Upstream Manhole, TC=915,20
Downstream Monhele~ TC=916.30
per plan.
Ground Cover Calculations
Drive =513 SF±
Public Walk =194
Private Walk = 37 SF:I:
Hydrosesding =2,914 SF±
Sod =190 SYt , from
Resr of residesce
T~915.20
.~ER PLAN
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a fldd survey. The
Schneider Corporation does not warrant the nccurocy or
sufficiency of this infermatiou. Contractors should v~rify
existing conditions prior to any construction. Any
discrepancy found on this drawing should be reported to
The Schneider Corporation immediately;, failing to do so
results in the contractors assumption of sil liability.
Note:
The basement elevation, depicted hereon, has been
determined and based upon the pad grades and/ar
centonrs taken fra'n the constructinn plans for this
subdivision. Unless stated, no infon'natlon about fluctuating
water table~, soll conditions, ar soil types nas been provided
~ stated on said plans. It is r~cammended that the
basement finished floor elevations be at least tea feet (2')
above the normal psat elevation of any adjoining bodies of
water, unless a study of facts reveals otberwis~. If during
the excavation prOCeSS any ~sund water is ~ltnesend, The
Sdmeider Comaration should be not~ immediately. The
basement elevation should be raised two feet (2') above the
Found water, end aclaltkmal constructien techniques should
be incorporated to alleviate future problems.
Note:
Samp pump(s) to be placed by
buader as needed.
Detail at G~ened/Storm
Water flo~ pattem for
individual tote.
Note: Builder to ensure
positive drainage away
from sfructure(s).
Lot # 85
Vb05.0043842
Assumed North
Scale:
39.6' ~
Sidewalk to be placed
1' from property line,
4' [rom back of curb.
par plan.
Note:
Per Carmel zoning ordinance 26.t.1:
The residential district limits height to tweaty-flve
feet (25'), however a dwdling may be increased in hdght
to thirty-five feat (35') provided the side and rear yards
are incrensed an additional one that (t') for eaon
one font (1') the structure exceeds the first
twenty--fl~ feet (25') in height,
The contractor is to maintain a minimum
distance of t~ feet (10') between the
sanitry sewer and ~ater line Ic~teruls.
Flood Hazard Statement: The accuracy of any flood hazard ama shown on th~s report is subject to
insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard
Indiana (maps dated February 19. 2003).
~PLOT PtJ~I--~'CUSTOM~. ~
FLOOD HAZARD STATEMENT
CERTIFICATION
No.
(so o3
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