HomeMy WebLinkAbout0004.96 Site PlanSCALE: llt` 1- 30'
LEGEND
4E,XlSJ,jNG GROUND CONTOUR'
PROPOSED GRADE
MSE 121-2987
12 1 95
SHEET I., OF 2
PLANS PREPARED. IFOR�. REV, IIY20195
HAMILTON'HOMES
NoIt Plan
11065 WOODS, BAT LANE
INDIMPOLIS,1NDMA Lot 89
46286,.".
8.13 Windpoinle Section 4
F8137
6AW.'rAKY MANHOLE'
fG - 775 .63 .
TL
SIDEWA�K TO BE-6-THICK THRU
DRIVEWPy, EXPANSION j6f4T-MATERIA.L
TO l3b:USED BETWEEN WALK AND CURB.
DRIVE -AND DRIVE AND CURB
IF CO-ICRETEIS USED IN DMVFV,!4y,4
51. O•
I I N13 I R. •9 j 3 '+ 1+ Z_ z
121028 Woods Bqy Court
IW BALES TO'BE'USEWNHERE
)Ed'TO KEEP MUD OFF OF STREET,'
OUT OF STORM SEWERS.
7--
Avltql fbi To Ps FROM TRUCKS
END Op E CLEANED At THE
J-E�AQ.H DAY.
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MH Cotporctlon, 9.0"Noi(h,mir.i.jibn 'Strek IndiomoP - olls K'46032: (317)- 634-1000
.Consulting: En.gineirs;. Und. Surveyors,, Ph.6666ramffi.itrists, Digitci Mopping ;Specious Ls
MIllir, P.E., �L.S. Prwidw
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MSE 121-2987
12/19/95 "
SHEET; 2 OF 2
NOTES:
1. It shall be the builders responsibility to assure
that final lot grades conform to the approved
drainage plan, on file with applicable agency.
2. Proposed .grades a:t the building shall be at a
minimum .of 8'.below the finish floor.
3. Any field tiles encountered during any
improvements being performed on the lot shown.
shall be intercepted and directed to the nearest
drainage: facility, that, will accommodate said tile
and, provide positive drainage.
4. Minimum pad grade to: be established at front of
house pad Location. Rear pad elevations shall be
determined -by exis:tang topogrophic conditions.
5. Min. Slope. 5. for first 10"from House. Min..2% elsewhere.
6. Information used to prepare this plot plan was -
taken from the recorded plat and development plan
'prepared by Schneider "Engineering Corp.
7. Refer to architectural plans for ,house dimensions
information."
8. The structure does not lie in Floodplain Limits per
FIRM'Comm. Parcel, No.,180081 0009 Rev. May 19, 1981.
9.Erosion, Control Measures shall be the responsibility
of the builder.
10.All water mains are to be 8"'or. 6" pipe and have a minimum
cover of ,57" per Water Record Drawing.
11. The are' of tap wrhl be restored to oringinal condition
"-- Backfill.w/,Granular.�moterial,.per Joe, Gatliff.
12.Sidewalks shall be non -reinforced concrete 4" thick
(6" at drive)and, 4,'in width
Plot Plan Purpose
"tie purpose ,of this Plot P.lari tar
Windppointe Sec .4 Recorded """'
`9534.422 Ham
lit
on County Indiana,'
is for obtaining a building pefmlt;
ar,d is not intentla or represented
to�be a;Iand-or property {ine survey`-
CerCificate' of Surveyor
I, fhe undarsigneH, duly Ldensed Lend Sdr Jayo ,:do her.'eby certify that, inmy opin.on
tf the. finished g2edes' era` constructed,.,' aha., tho' surface d:ainege '•111 U.
satisrectcry, reF_rasfdantiai
Car ttftetl this 19 th day of 0ecemb ar, 1995
ri
m' 'No' ads".a G
_' � 920001
STATE OF ryen K oust
,� ••, ,��,Q Rag,ste ed Lend Surveyor wo. 920001, 7
MSE'Corporotion, 941.North Meridian YVJ lndlanapolls' JN 46032 (3i7i 634-i000
Consulting Engineers, =Land Surveyors, Phologrommelrists, Digital Mopping Specialists
Saba. Miller. P.E.. L.S. PrlsldeM
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