HomeMy WebLinkAbout06030133 Site Plan
It-fv"1?:
SJ?-1 ~I?(/",€" &~~lliJ01lil@@] [}!]@cpl.lGu
s~~-<1;}~~1fiS-:;;' l1- ________ ~@CIDO@g 1]" = ~@'
"'+ ~ (<6'; IIVI:'- Nol.,
~ C.(;"
~ .......... C; Minimum Front yard - 25'
____ Minimum Side Yard - 3'
_____ Minimum Aggregate - 6'
(Between Houses)
Minimum Rear Yard - N/A
MANCHESTER - ELEV 4C
RIGHT HAND - Full Brick
FULL BSMT - g' Walls
3 CAR - Side Entry
Wd Deck "1"
Gar. FFE - 769.1
1st Fir FFE = 770.9
Bsmt FFE = 761.1
Drive Slope = 2.8%
Garage Finish Floor
1.4 feet above curb
at center of drive.
~
~
"
'"
~
'>.I
67.4
SAN MH
TC=768.12
LOT # 210
+12,721 SF
PAD 768.4 PER PLAN
A.B. PAD 768.2 PER PLAN
168.81 I
_ '-25.0'
CD
'<l:
o
(')
~
30.0'
69.1
THREE CAR
GAR
(UNEXC)
R
~
I
I
15' D.U.&S.E.
HP
166.11
STM INLET
TC=765.99
Flood Hazard Note:
Lot Number 210 lies within Zone ~x~ per the scaled location
on the Flood Insurance Rate Maps for Hamilton County,
Indiana (Community Panel #18057C0227F, dated February
19,2003).
Note:
This drawing is based upon construction plans and/or record
drawings prepared by others and is not 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 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.
oor@
@@[jj)@QJJ011O[jj)(ID ~ OCID[jj)@ @@[]'WO@@@g
@@IJ'[Fl@[[/IDilo@[)j)
303 WEST MAIN STREET
(BB8) 593-2667 (765) 345-5943
DATE: 03/16/06 JOB #2003-100.210
KNIGHTSTOWN. INDIANA
FAX#: (765) 345.5692
REVISIONS:
Note:
Contractor should verify site
specific information depicted
hereon with the approved
construction plans for this
development.
7.0' ~
\1",
~
1'S7':41
SAN MH
TC=768.B4
SAN SEWER
3
z
.
-
21.67'
SUMP
.-l p" 69.1
MANCHESTER 4C \ ""
(FULL BSMT)
CD
BSMT (')
(')
b 8 13.67' ~
0 169.11
.; 22.28'
14' I \
4 .2'
5~"'p
~\et.
{L_
':'-~
97.82'
STM SEWER 166.91
IX.KXI = Proposed Grade
- = Drainage Flow
XX.X = Existing Grade
Cone Flatwork Sq. Ft = :t1517
Public Walk Sq Ft = 10169
Sod Sq Yds = :t402
Seeding Sq Ft = :t5336
Note:
The proposed construction grades depicted hereon are based upon
information, proposed grades andlor contours, taken from the
approved construction plans prepared for this subdivision. Unless
stated hereon, no information pertaining to but not limited to,
fluctuating water table elevations, soil types or conditions within the
building area of said lot, has been provided or referenced on said
plans. With the 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 elevation should be
raised at least two (2) feet above the ground water level and
additional construction techniques should be incorporated to
alleviate future problems.
@1XJ~~~'(7 @~~~~
~~U&U~~
@~@'jj'D@rm ~
INSTR. #200500009933
PC 3. SLIDE 580
C.O.C.#200500011991
PLOT PLAN
Prepared For:
.. '~"-"'-'- ~."'I~I~""
_ """"~.',:~ ~'."'.,"'_lri'
".-. ~ ~ ~... "
~r.;' ~t)!'. ~
, Th'll.e__
:f~~:u~~;...'ed~ .;.=-.:*
!!!.f"~~t!:::z::-..""" ~_'
LOT#210
14022 BRAZOS DRIVE
CARMEL, IN 46033
Pulte Homes of Indiana