HomeMy WebLinkAbout07040136 Site Plan
BURY - ELEV 4C
R HT HAND - Full Brick
FULL BSMT - 9' Walls
2 CAR - Front Entry
Sunroom
Gar, FFE = 774.6
151 Fir FFE = 776.4
TOW = 765.4
Bsml FFE = 766.6
Drive Slope = 4.2%
"BASE HOUSE STANDARD FEATURES"
9' FULL BASEMENT
2 CAR FRONT ENTRY GARAGE
BRICK 3 SIDES
FIREPLACE
PATIO
(2) 4X4 WINDOW WELLS & (1) 2X2
WINDOW'WELL
RECEIVED
APR 1 0 2001
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"SELECTED FEATURES"
BRICK 4 SIDES
SUNROOM
LOT # 329
+9,425 SF
PAD 774.0 PER PLAN
145.00' 174.31
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STMINLET 145.00'
TC=771.58
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C.A. #24
VAR. L.M.A.E.
& D.U.&S.E.
IXX XI = Proposed Grade
-- = Drainage Flow
XX.X = Existing Grade
Flood Hazard Note:
Note:
This drawing is based upon construction pi s and! record
drawings prepared by others and is not base a field survey.
COOR. Consulting & Land Services, Corp. does not warrant the
correctness or integrity of this information. The contractor/owner
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 KNIGHTS TOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
OA TE: 04/03/07 JOB #2003-100.329 REVISIONS:
Note:
Minimum Front yard - 20'
Minimum Side Yard. 3'
Minimum Agg - 6' (Between
Houses)
Minimum Rear Yard - N/A
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SAN MH 757
TC=776.80
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71.3
Note:
The proposed construction grades, contours, and proposed sfruCture
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 limited to, fluctuating water tables elevations,
soil types, and conditions within the building areas of this
development have been provided and\or 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 soils or ground water
be witnessed, the builder shall be immediately notified for further
examination and consultation. At the builders discretion, additional
construction techniques may be necessary to alleviate future
problems.
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INSTR #200500009934
PC 3, SLIDE 581
LOT # 329
14150 KLINGENSMITH BLVD
CARMEL, IN 46033
PLOT PLAN
Prepared For:
Pulle Homes of IndiF'na