HomeMy WebLinkAbout07080211 Site Plan"BASE HOUSE STANDARD FEATURES"
MANCHESTER - ELEV 4C
Gar. FFE = 778.8 ""
9' FULL BASEMENT LEFT HAND - Brick 3 Sides 1st Flr FIFE = 780.6
3 CAR SIDE ENTRY GARAGE FULL BSMT - 9' Walls TOW = 779.6
BRICK 3 SIDES 3 CAR - Side Entry Bsmt FFE = 770.8 - - - "
0 Drive Slope = 3.9%
(2)4X
4 WINDOW WELLS& (1) 2X2
WINDOW'XELL
SAN MH 7?
TC=773.21
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® = Proposed Grade
= Drainage Flow
XX.X = Existing Grade
Flood Hurd Note:
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Lot Number 217 lies within Flood Hazard Zone'X" per the
scaled location on the Flood Insurance Rate Maps for
He.milton County, Indiana (Cuma unity Panel #76057CO235F,
dated February 13, 2003).
Note:
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6.76'
This drawing is based upon construction plans andlw record
drawings prepared by others and Is not based upon a field survey.
COOK Consulting & Land Services, Corp. does not warrant the
correctness or Integrity of this information. The contractorlowner
should verity, existing conditions poor to constructlon. Any varying
field conditions or any discrepancy wish the information contained
hereon should be immediately reported to COOR Consulting & Land
Servim, Corp; failure to do so would result In the contraoNrfowners
assumption of liability.
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A
6 CO) P p o T& 4 B o n
33 WEST MAIN STREET KNIGHTSTOWN. INDIANA
i88) 593-2667 (755) 345.5943 FAX#: (765) 345.5692
ATE: 08/20/07 JOB 920033.100217 REVISIONS:
w Conc Flatwork Sq. Fl = tl749
?j Public Walk Sq Ft = ±286
In Sod Sq Yds = 1413
Seeding Sq Fl = 36759
Ccintrador should verify site specific information depicted
hereon with the approved construction plans for this
develcpment Also. Contractor should reference Architectural
plans for foundation orientation and dimensions.
Note:
The proposed construction grades, contours, and proposed structure
elevations as depicted hereon are based upon information provided
upon the approved construction documents prepared for this
development. Unless otherwise stated hereon, no information
pertaining to but not ilmited to, fluctuating water tables elevations.
soli types, and condidons within the building areas of this
development have been provided andtor referenced on said
documents- With the excavation of the proposed structure
foundations, certain care and observations should be made In regard
to such conditions as soil types and fluctuating water tables. During
the excavation process should any unsuitable solls or ground water
be witnessed, the builder shall be immediately noticed for further
examination and consultation, At the builders discretion, additional
conslruction techniques may be necessary to alleviate future
problems.
I VIUE53
91IC701096 46
INSTR. #2.30500009933
PC 3, SLIDE 580
C.O.C.#200500011991
LOT # 217
14069 PECOS COURT
CARMEL, IN 46033
LOT # 21
±14,289 SF
PAD 777.9 PER PLAN
140.00'
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Note:
Minimum Front yard - 27
Minimum Side Yard - 3'
Minimum Aggregate - 6
(Between Houses)
Minimum Rear Yard - WA