HomeMy WebLinkAbout05110128 Site Plan
90.00'
o
1777. 71
15. D.U.&S. S.E.
1778.61 /
-I\.; SAN S~AN MH
TC~777.2
C.A. #1
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1780.31
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APRON
TC..780.3
CHERRY CREEK BLVD
B5. R\W (60" BC-BC)
HUNTCLlFFE
ELEV-3C-RT HAND
FULL BSMT- 9' WALLS
2 CAR- FRONT ENTRY
PART. BRICK
DECK "B"
Cone FlatworkSq. Ft = :t620
Public Walk Sq Ft = :t360
Sod Sq Yds = :t283
Seedin S Ft = :t8480
GAR FFE = 781. 7
FFE = 783.7
BSMT FFE = 774.0
DRIVE SLOPE = :f:4.5%
LOT # 1
::l::14562 SF
PAD 780.9 PER PLAN
(;)"
mu.J~L L'jhl-< 150 0>'>~~
l,~'Jh PQ~H.. ,~c. Sod;",.....
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o ! 0 'io'''' 2.
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WA TER LINE
Note:
This drawing is based upon constructlon plans
and/or record drawings prepared by others and is
nol based upon a field survey. COOR Consulting
& Land Services, Corp. does not warrant the
correctness or integrity of this Information. The
contractor/owner should verify existing condlUons
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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&IllIllOOl!iJ\l@@1 OO@U'U1JiJ
@@aJD@g ~" = :ll@'
I&X]I = Proposed Grade
- = Drainage Flow
Flood Hazard Nole:
/.
Lot Number 111e9 within that Special Flood
Hazard Zone "X" per the scaled location on lhe
Flood Insurance Rate Maps for Hammon County,
Indiana (Community Pane11l18057C0227F, dated
February 19. 2003).
",
Note:
The proposed construction grades depleted
hereon ara based upon Information, propo~ed
grades andlor contours, taken from the approved
construcUon plans prepared for this subdivision.
Unless stated hereon. no information pertaining to
but nollimlted to, flucluallng water table
elevaUons, soli types or condltlons withIn the
building 'area or sald lot. has been provided or
referenced on said plans. With tho 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 unless a
study of facts reveals otherwise. Should any'
ground water be witnessed during the excavation
of said structure. the lowest floor elevaUon should
be raised at least two (2) feet above lhe ground
water level and additional consbuctlon techniques
should be incorporated to alleviate fulure
problems.
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oor~
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303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(8BB) S93-2667 (765) 345.5943 FAX#: (765) 345'5692
DATE: OB\15\03 JOB #2003-100.001 REVISIONS:1
CHERRY CREEK
ESTATES
SECTION 1 B
"ESTATES"
UNRECORDED PLAT
LOT #1
CHERRY CREEK BLVD
CARMEL, IN 46032
PLOT PLAN
Prepared For:
Pulle Homes of Indiana