HomeMy WebLinkAbout06030104 Site Plan
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MANCHESTER-ELEV1C
LEFT HAND - Brick 3 Sides
FULL BSMT - 9' Walls
3 CAR - Side Entry
Wd Deck "1"
Gar. FFE.= 911.7
1st Fir FFE = 913.5
Bsm! FFE = 903.7
Drive Slope = 2.2%
[XKRI = Proposed Grade
- = Drainage Flow
XXX = Existing Grade
LOT # 26
+1-8,487 SF
PAD 911.05 PER PLAN
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SAN MH
TC=911.60
Cone Flatwork Sq. Ft = t1565
Public Walk Sq Ft = :1:392
Sod Sq Y ds = :1:358
Seeding Sq Ft = :1:11519
Flood Hazard Note:
Lot Number 26 lies within Zone "X" per the scaled location on
the Flood Insurance Rate Maps for Hamilton County, Indiana
(Community Panel #18057C0205F, dated February 19, 2003)
Note:
This drawing is based upon construction plans and/or record
drawings prepared by others and is not based upon a field survey.
COOR Consulting & Land Services, Corp. does not warranllhe
correctness or integrity of this information. The contractorfowner
should verify existing conditions prior to construction. Any varying
field conditions or any discrepancy with the information contained
hereon should be immediately reported to COOR Consulting & Land
Services, Corp.; failure to do so would result in the contractor/owners
assumption of liability.
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303 WEST MAIN STREET
(888) 593-2667 (765) 345-5943
DATE: 03107106 JOB #2004-250.026
KNIGHTSTOWN. INDIANA
FAX#: (765) 345-5692
REVISIONS:
Note:
Contractor should verify site
specifiC information depicted
hereon with the approved
construction plans for this
development.
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STMINLE
TC=908.0
CA#3
VAR. RD.&U.E
&L.MAE.&P.PAE
Note:
The proposed construction grades depicted hereon are based upon
information, proposed grades and/or contours, taken from the
approved construction plans prepared for this subdivision. Unless
stated hereon, no information pertaining to but not limited to,
fluctuating water table elevations, soil types or conditions within the
building area of said 101. has been provided or referenced on said
plans. With the construction of a basement, it is recommended that
the lowest floor elevation be constructed at least two (2) feet above
any adjoining bodies of water uniess a study of facts reveals
otherwise. Should any ground water be witnessed during the
excavation of said structure, the lowest floor elevation should be
raised at least two (2) feet above the ground water level and
additional construction techniques should be incorporated to
alleviate future problems.
LONGRIDGE ESTATES
SECTION ONE
PC 3, SLIDE 729
INSTR #200500063316
PLOT PLAN
Prepared For:
LOT # 26
13665 CUNNINGHAM DRIVE
WESTFIELD, IN 46074