HomeMy WebLinkAbout06080004 Site Plan
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BUCKINGHAM - ELEV 1 C
LEFT HAND - Brick 3 Sides
PARTIAL BSMT - 9' Walls
3 CAR - Side Entry
Gar. FFE ::: 912.0
1 st Fir FFE ::: 913.8
TOW = 912,8
8sml FFE::: 904.0
Drive Slope::: 2.1 %
Note-
1\1ir1imum Fronlyard-Variable
Minimum Belween Residences. 6'
Minimum Rear Yard - 20'
Note:
Contractor should verifysile speci~c
informalion depicted hereon wilh the
approved conslruction plans for lhis
development. Also, Contractor should
reference Archilectural plans for
foundauon orientation and dimensions
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LOT # 25
:t14,250 SF
PAD 910.8 PER PLAN
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STM INLET
TC=90950
109.81
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Flood Hazard Note:
Lot Number 25 lies wilhin Flood Hazard Zone .X. per the
scaled location on the Flood Insurance RaleMaps for
Hamitton County,lndiana (Community Panel #18057C0205F,
daled Febn;ary 19,2003),
Note:
This drawing is based uponconstrtJclion plans andlor record
drawings prepared byolhers and is not based upon a field sUJ'/ey,
COOR Consulting &. land SeJ'/ices, Corp. does not warrant the
correclness or inlegrity of this informalion. Thecontraclorlowner
should verify existing conditions prior to conslll.Jction. Any varying
fieldcondilions or any discrepancy with lheinformalion contained
hereon should be immediately reported to COOR Consulting &. land
SeJ'/ices, Corp.; failure 10 do so would resull in the contractor/owners
assumption of liability
ercooro
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303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593.2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 07125/06 JOB #2004-250025 REVISIONS:
-150,00'=
STM SEWER =
STMINLET
TC=909.00
IXZZJ = Prcposed Grade
-=OrainageFlow
XX.X = E,isling Grade
Cone Flatwork Sq. Ft - :t1674
Public Walk Sq Ft::: :1::475
Sod Sq Yds ::: :1::320
Seeding Sq Ft ::: :I:: 7627
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Note:
The proposed constll.Jcliongrades, conlours, and proposed structure
elevations as depicted hereon are based upon information provided
upon the approved construction documents prepared for this
development. Unless otherwise slaled hereon, no information
pertaining lobulnotlimiled to, fiucluatingwalertableselevalio ns,
soil types, and conditions within lhe building areas of lhis
clevelopment have been provided and lor referenced on said
documents. Wilhtheexcavalionoflheproposedstruclure
foundations, certain care and observations should be made in regard
10 such condilionsas soil types and fiuctualing wOller lables. During
lhe excavation process should any unsuilable soils or ground wate r
be witnessed,lhe builder shall be immediately nolified for further
examination and consultalion. At the builders discrelion, additional
conslrtJclion techniques may be necessary 10 alleviate future
problems.
LONGRIDGE ESTATES
SECTION ONE
PC3, SLIDE 729
INSTR#200500063316
PLOT PLAN
Prepared For:
LOT # 25
13679 CUNNINGHAM DRIVE
WESTFIELD,IN46074
Pulte Homes of Indiana
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