HomeMy WebLinkAbout06010137 Site PlanNob:
Gar. FFE = 915 .4 WINDSOR II - ELEV 6C
Contractor should venysite 1st Fir FFE = 917.2 LEFT HAND - Brick 3 S
specific information depicted Bsmt FFE = 907.4 FULL BSMT - 9 Walls
nereon with the approved Drive Slope = 2.1 % 3 CAR - Side Entry
construction plans for this 2' Fan Rm Ext
development
Gas
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Minimum Front yard - Variable WA1
1
Mmtmum Between Residences .6
morn Rom Yaw -20' LOT # 3 SAN MH -
TC=913.DO
±14,250 SF I
PAD 914.7 PER PLAN
STM INLET
TC=909.00
WATER LINE
STM INLE?
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IS R.O.E. to
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150.00' ® 1 4.4
= Proposed Gre de
= Drainage Flow
XX-X = Existing Grade
Flood Hazard Nob:
Lot Number 3lies within Zone-X' per the smled bmton on
the Flood Insurer- Rate Maps for Hamilton County, Indians
(Community Panel $1 8057C0206F, dated February 19, 2003,
Note
This drawing s based upon mnstrucum plans and/or record
drawings prepared by others and is not based upon a held survey.
COOR Consulting 8 Land Services, Corp. does not warrant the
correctness or integrity of this irYomartion. The contractiodowner
shouldd verify existing conditions prior to mnsttudbn. Any varying
field conditons or any discrepancy with the information contained
hereon snow id be immediately reported to COOR Cosulting 8 Land
Services. Corp.: failure to do so would result in the tortradorrowr4rs
assunptfon of liability.
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593-2667 (765) 345-5943 FAXit (766)345-5692
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Conc Flatwrxk Sq. Ft =d: 1692
Public Walk Sq Ft = ±475
Sod Sq Yds = ±353
Seed.ng Sq F' = ±1528
Nots:
The proposed -construction grades depicted hereon are based upon
infonmation, proposed grades and/or contours. taken from the
approved consWClon plans prepared for this subdivision. Unless
stated hereon, no kdorrnation pertaining to but not limited to,
NO, ling water table elevations, soil types or conditions within the
building area of said bt has been provided or referenced on said
plans With the construction d a basemerrt, rt is recommended that
the lowest floor elevation be constructed at bast two (2) feet above
any adiokring bodies of water unless a study of fads reveals
otherwise. Should arty grand water be witnessed during the
excavation d said structure. the lowest floor elevation stlauld be
raised at tonal two (2) %at above the ground water level and
additional construction techr*uss should be incorporated to
a Soviets future problems
LONGRIDGE ESTATES PLOT PLAN
SECTION ONE Prepared For
PG 3, SLIDE 729
INSTR>r200500063318
e-,
oira =
LOT # 3
13654 AKERS DRIVE Pulte Homes of Indiana
WESTFIELD, IN 46074