HomeMy WebLinkAbout07040024 Site Plan
MANCHESTER - ELEV 1C
LEFT HAND - Brick 3 Sides
FULL BSMT - 9' Walls
3 CAR - Side Enlry
Gar. FFE = 778.8
151 Fir FFE = 780.6
TOW = 779.6
Bsmt FFE = 770.8
Drive Slope = 6.4%
"BASE HOUSE STANDARD FEATURES"
9' FULL BASEMENT
BRICK 3 SIDES
PATIO
3 CAR SIDE ENTRY GARAGE
(2) 4X4 WINDOW WELLS & (1) 2X2
WINDOW WELL
Note:
Minimum Front yard - 25'
Minimum Side Yard - 3'
Minimum Aggregate - 6'
(Between Houses)
Minimum Rear Yard - N/A
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LOT # 218
+13,719 SF
NO PAD PER PLAN
MFPG 777.9 PER PLAN
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Cone Flatwork Sq Ft = t1769
Public Walk Sq Ft = t41 0
TC=777 \ <Yl r-"
r\ . ~ ~ \ Jl eedlng Sq Ft = t6507
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\:J\ hereon Wllh the approved conslructlon plans lor thIS
development Also Contractor should reference Architectural
plans for foundation orientation and dimensions.
SAN MH
TC=773.21
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RECEIVED
APR 0 4 2007
IXK:XI = Proposed Grade
--- = Drainage Flow
XX,X = Existing Grade
Flood Hazard Note:
Lot Number 218 lies within Flood Hazard Zone "X" per the
scaled location on the Flood Insurance Rate Maps for
Hamilton County, Indiana (Community Panel #18057C0235F >
dated February 19, 2003)
Note:
This drawing is based upon construction pians and/or record
drawings prepared by others and is not based upon a fieid survey.
GOOR Consulting & Land Services, Corp. does not warrant the
correctness or integrity of this information. The contractor/owner
should verify existing conditions prior to cans'truct'lon. Any vary'lng
field conditionS or any discrepancy with the infannation 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: 03/27/07 JOB #2003-100.218
KNIGHTSTOWN. INDIANA
FAX#: (765) 345-5692
REVISIONS:
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Note:
The proposed construction grades, contours, and proposed structure
eievations 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
deveiopment have been provided and lor 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 ex. cavation process should any unsul.'table so. ils or. ground waterl
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. #200500009933
PC 3, SLIDE 580
C.OC.#200500011991
PLOT PLAN
Prepared For:
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LOT # 218
14081 PECOS COURT
CARMEL, IN 46033
Pulte Homes of Indiana