HomeMy WebLinkAbout06030150 Site Plan
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Schneider
The BchIIeIder CorporaU..
8901 0tiI J:"DUI
II1ItoriorortBarrioon
In,t1.I'I.p''''''. IDdiaDa -'11-1037
317-l1l18-7100
317-828-7200 FAX
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GeoIoc'
Plot Plan Leqend
I]QQJ] Proposed Grades
000.0 Existing Grades
_000.0- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Unes
. -If - Storm Sewer Unes
~ " - Water Service Unes
- - - - - - - Sub-SUrf"e Drain Unes
. ~anhole (Sonitary or Stann)
I Beehive Inlet (Storm)
Curb Inlet (Stann)
D End Section (Stann)
... Fire Hydrant
_ 000 _ 000 - Row Una of awele
This Plot Plan Prepared For.
Snverthorne Homes
Lot' 1. containing 21,523 SJ.f, In
Sedgwick
Instrument , 2002000855887
P.c. , 3, Slide' 87
HAMILTON COUNTY, etA Y TOWNSHIP
13266 SEDG'MCK LANE (28' R/W)
CAR~EL. IN 46074
Prepared Dote: 03/15/06 : By. KAG
Community Restrictions:
Side Yard = 10'
Reor Yard = 20'
Aggregate = 3D'
Snverthome Homes, LLC.
Finished Floor ~evatlon Information
Pod Grode = 913.2 per plan
Pod Grode + to' = Garage FFE (914.2)
Garage FFE + 0.5' = Residential FFE (914.7)
Residential FFE - 10.0' = Basement FFE (904.7)
Note : The garage finished floor ~evation Is
2.8' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1,491 Sri
Public Walk = 540 SFf
Private WoIk = 261 SFf
Seed = 5,217 SFf
Sod = 11,718 SFf, from rear of home.
REVISION #1
ADDED 2' CENTER EXTENSION
REVISED SOD CALCULATIONS
VB06.0050760
03/17/06. TLC
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46.9'
549'1
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Note: Sanitary Sewer
Top of Costing Infonnatlon
Upstream ~anho'e, TC= 913.15
Downstream ~anhole, TC= 910.00
per record drawings.
LOT # 1
VB06.0050699
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Assumed North
Scale: 1" = 40'
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178.59'
Note:
This drawing Is based on construction plans or record drawings,
and Is not based upon 0 fl~d survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immedlat~y. famng to do
so results in the contracts assumption of all liobllity.
Note: Per HSE (Hamilton South Eastern) "Stondords
for DesIgn and ConstructIon of Building Sewers., the
lowest elevatIon to have gravity sanitary service Is to
be 0 minImum of one foot (1') above the lowest top
of costing elevation of either the first upstream or
downstream manhole on the public sewer system to
which the connection Is to be mode.
PlEASE NOTE THAT THE SlRAlGHT UNE SlOPE
OF THE ORII'EWA Y FRO~ THE GARAGE FINISHED flOOR
ELEVATlON TO THE TOP OF THE CURB AT THE CENTER
OF THE ORII'EWA Y EXCEEDS 5X AS PROPOSED. THIS SlOPE
IS BASED ON THE REQUIRED ~INI~UM GARAGE FINISHED
flOOR ELEVATlON AND THE EXlSTlNG TOP OF CURB ELEVATlON.
NOTE:
THEBASEt.4ENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED
AND BASED UPON lliE PAD GRADES AND OR CONTOURS TAKEN FROM
THE CONSTRUCl1ON PLANS FOR THE SUBDIVISION. UNlESS STATED. NO
INFORMATION ABOUT FLUCTUATING WATER TABLES. SOIL CONDITIONS OR
SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN~PRO ~AlEO
ON SAID PLANS. IT IS RECOMMENDED THAT SA FINISHED FL:i
ELEVATIONS BE AT LEAST (2) FEET ABOVE ORt.lAl. POOl ELEVA
Of ANY ADJOINING BOOIES OF WATER UN A STUDY OF FAClS
REVEALS OTHERVt1SE.IF DURING THE VAllON PROCESS, ANY GROUN WATER
IS WllNESSEO. THE SCHNEIDER CORP aULD BE NOTIFIED Il-tMEDlA my.)
THE BASEMENT ELEVA110H SHOULD E RAISED (2) FEET ABOVE THE I
GROUNDWATER l.E'vn. AND ADDI AL CONSlRUC1l0N TECHNIQUES SHOULD
BE INCORPORATED TO AlLEVIA FUTURE PROBLEMS. /
NOTE: / f r Detoll of t)lllcd' Ground
SU~P PU~P(S) TO BE PLMED . ,/ ~ Wat.. flow poU... for
BY BUILDER AS NEEDED. ~// _lndlvld:IOts. _
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Note: Builder to ensure
positive drainoge away from
II" -","'::;; ()
_.::. struture s.
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40' B.Sol
180.13'
15' S.s.E.
OLL OURB
LINCOLNSHIRE BOULEVARD
flOOD HAZARD STATEMENT
The accuracy of any flood hazard data .hown on this plot plan is
sub)eet to mop scole uncertainty and to any other uncertainty In
location or e1ovatlon on tho referenced flood Insurance rote mop.
AILL of tho within described land DOES NOT UE within that special
flood hazard zone A " sold land plots by scale on
cornmunlty-pan~ # 18057C 020SF of the flood Insurance rate
mop. for Flshors, IN (mops doted Feb. 19, 2oo3).
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-7~OOD HAZARD STATEMENT
I CERTIFlCATION
,\\I\I\l111I111I1/1/i1i111l.
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~<<:::::)...,~ No a.....;a~
, ( 50303 ) ,
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% ..... STATE OF' ..... ~
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DENNIS l. GRUMPP ~ ~................~'\"~
. ~h SUR~'-#
Registered land Surveyor # 50303 ~11111i1/i11ll1l1l\\\lI\\\I\~
I. Dennis L Grumpp, duly licensed Land Fi1
Surveyor. Indiana (I 50303, do
hereby certify that In my opinion. If ~ \ l
the tlnlshed grades are constructed . \ ~ .
08 shown, the Surface Drainage on
the subject lot. will be satisfactory
for Residential Construetlon.
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