HomeMy WebLinkAbout07080078 Site Plan
"BASE HOUSE STANDARD FEATURES" BUCKINGHAM - ELEV 3C
LDr FE 11L EFT HAND - FUII Brick
FFE 913g' FULL BASEh1ENT
= 9121 3 CAR SIDE ENTRY GARAGE FULL BSMT - 9' Walls
FFE =9033 BRICK 3 SICES 3 CAR -Side Entry
Slope = 2.1 a1a PATIO Wd Deck "2"
(2) 4X4 WINDOW WELLS 8 (1) 2X2
WINDOW WELL MH 820
Q(00mmecol M0wa?
CSI@&llmo LJ II = :N0
Note:
Minmum Front yard - Venable
Minimum Between Residences - a"'
Minimum Rear Yard - 20'
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STM INLET
TC=908.00
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15' R.D.E.
Eba ro k SqFt 502
k S q Ft ±4s = 13q Ft = 17522
"SELECTED FEATURES"
BRICK 4 SIDES
DECK *2*
(3) 2X2 WINDOW WELL
LOT # 44
14,249 SF
0 910.5 PER PLA9
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910.40
Flood Harard Note:
Lot Number 44 lies within Flood Hazard Zone "X' per the
,and location on the Flood Insurance Rate Maps for
Hamilton Co.mty. Indiana (C r muniry Panel #18057C0205F,
dated February 19, 2003).
Note:
This drawing is based upon odnd is not based and/or record
eIsurvey. upon a drawings prepaayd by u
COOR Consulting & Land Services. Corp. does notwoMeni the
correctness or integrity of this intormaiVnn. The contractodovmer
should verily existing conditions prior to consouctiom Any varying
field oonditions or any discrepancy wi'.h the information contained
hereon sh,tujd be Immediately opened to COOR Consuhing & Land
Services, Corp.; failure to do so wouldresult in the eontrectorlovmers
assumption of lialorry
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ID
03 WEST MAIN STREET KNIGHTSTOWN. INDIANA
3BB) 5932667 (765) 345-5943 FAX#:_(765) 345-5692
SAN
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1Sx.- =proposed Grade
= Drainage Flow
XX.X = Existing Grade
Note:
Contractor should verify she specific information depicted
hereon with the approved construction plans for this
development. Also, Contractor shouts reference Architectural
plans for foundation orientation and dimensions.
Note:
The proposed construction, grades, contours, and proposed structure
elevations as depicted harem are based upon information provided
upon the approved construction documents prepared for this
development. UNess otherwise stated hereon, no information
pertaining to but net limbed to, huctuadng water tables elevations,
soil types, and conditions within the bull areas of this
development have been provided and for referenced on said
documents. With the excavation of the proposed structure
foundalrom, certain care and observations should be made in regard
to such conditions as soft types and fluctuating word, tables. During
the e,novatlm process should any unsuitable suits or ground ureter
be witnessed. the builder shalt no immediately notified for tunher
examination and consultation. At the buildersviate n, ad itionar
construction techniques may be necessary alle future
problems.
LONGRIDGE ESTATES
SECTION ONE
PC 3, SLIDE 729
INSTR 4200500063316
LOT # 44
13692 cUNNiNGHAM DRIVE
WESTFIELD. IN 46074
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