HomeMy WebLinkAbout19060003 Site PlanSchn6idN71
Hbtorfc Fort Harrison Ended AmrWtecture
Ifsdiaaapolte, lndiena 1d21e-1037 GIs - US
317—UO-7100 Geolop
317-820-7200 FAX
Plot Plan Prepared for R.H. of IN MA
Lot # 134, containing 7,800 S.FA, in
Stanford Park — Sr— 2A
Instrument 1200600014565
P.C. #4, Slide #42
Cloy Twp, Hamilton County
Sec 20, T18N, RX
13730 Sunnyvale Lane (50e R/W)
Carmel, IN 46074
Prepared Date: 02-29-08 : By. AYH
Proposed Buyier(sy Adam Jennifer
Community Restrictions: Anzoveno
Side Yard = 3' MIN.
Rear Yard = 20'
Aggregate = 6' (B.H.)
Zoning = R2—RESIDENCE—ROSO
R.N. of Indiana
Finished Floor Elevation Information
Pad Grade = 915.9 per plan
Pad Grade + 0.7' = Garage FFE (916.6 )
Garage FFE + 1.5' = Residential FFE (918.1 )
Residential FFE — 9.0' = Basement FFE (909.1 )
;round Cover Calculations:
)rive =513 SFt
'ublic Walk =244 SFt
private Walk =47 SFt
Aydroseeding =2,869 SFt
Sod =308 SYt , from
2eor of residence.
hear-eext�e�t, —
dote: The garage finish
loor elevation is 1.5'
ibove the curb at the
!rive per plan.
')idewalk to be placed
, from property line,
I' from back of curb
ter plan.
_ Plot Plan Legend
®
Proposed Grades
000.0
Existing Grades
�---000.0--- Contour Grade
*
Approx. Lateral Location
mow— i —
Sanitary Sewer Lines
--- Of —
Storm Sewer Lines
v
Water Service Lines
— — —
— Sub —Surface Drain Lines
0
Manhole (Sanitary or Storm)
Beehive Inlet (Storm)
0
Curb Inlet (Storm)
D
End Section (Storm)
Ak
Fire Hydrant
Flow Line of Swale
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 917.56
Downstream Manhole, TC=916.22
per record drawing
Lot # 134
Vb08.0086218
Street access ramps to be
installed in accordance with
municipality requirements.
wwrom me accuracy or sumaancy or tins information, Contractors
should verify existing conditions prior to any construction. Any
discrepancy found on this drawing should be immediately reported to
The Schneider Corporation. rolling to do so will result in the
contractor's assumption of all liability.
BASEMENT NOTE
The basement elevation, depicted hereon, has been determined and
based on the pad grades and/or contours taken from the construction
peons for this subdivision. Unless stated, no information about
fluctuating water tables, soil conditions, or soil types has been provided
or stated on said plans, This lot is located now a body of water. Lot
or soil conditions may require that the basement floor elevation be held
two feet (2'-0') above nomol pod elevation, Site investigation may be
needed if water is encountered during the excavation process or if other
known water elevation or foils conditions are present. Investigation and
any remedial procedures are at the discretion of the builder to
determine and take appropriate steps of action. If any ground water is
encountered during the excavation the builder is encouraged to contact
The Schneider Corporation to discuss possible courses of action.
SUMP E NAP NOTE Note: Builder to ensure LATERAL SEPERAi10N NOTE
Sump pump(s) to be positive drainage away Contractor to maintain o
placed by builder as from structure(s). minimum distance of ten feet
needed. (10'-0') between water and
CITY OF CARREL NOTE sanitary laterals.
In the residential districts limiting height to twenty—five
(25) feet, a dwelling may be increased in height to
thirty—five (35), provided the side and rear yards are
increased an additional foot for each foot such structure
exceeds twenty—five (25) in height. (Per Carmel Zoning
Ordinance 26.1.1)
�-
P
TYPICAL. swALE sECno
0 10 20 30
SCALE 1' = 30'
STR.f738
TC-917,56
PER RECORD
DRAWING
h
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