HomeMy WebLinkAbout0004.96 Site Plan (2)SCALE: 1 30'
LEGEND
EXISTING' GROUND CONTOUR
PROPOSED GRADE
I I I. ... ...... --I--
0 MSE 121-2987
C�oo�oo� 12/19/95
SHEET I OF 2
PLANS PREPARED FOR: REV. 12/20/95
HAMILTON HOMES 'Plot Plan
`11065 WAS BAY LANE
INDIANAPOUS, IND MA 46236 Lot 89
813 Windpointe Section 4
1-3 1
I I 'rAKY MANHOLE
fG - 775.63
9eEV7XILK'T0 13E-6- THICK THhLj
Dniv - EXPANSION*j0!N3 MATERIAL
bE-RVE1-:--`4 %!AI-K AND CURT.
MED IN DR;" Iry
01
36
N
51
Bk!
0,
,) INI N.- *95341122
.12028 Woods Bay Court
STRAW BALES TO BE, USED WHERE
NEEDED TO KEEP'N
10D OFF OF STREETF
-
OUTOF STORM SEWERS.
111"! no r."Icc,ps FROM T P
0 FO BE CLEANED
NCH DAY� D AT THE
13
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40,13
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IN, - 1 3. 0 $ 1,
AS� vor 101
L00c,
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1. In
Lot 1159 (Z)
31983 SF
CID
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Q0.r i ar:20D-U.&S.E.
N 4
0 37/ 4 111-39 8000 42'36" E;
31 1. 71
MSE 'Cotp&ckion, 941 Nofth' Meridian Street' Indianopoils IN 46032 (317Y 634-1000
Consulting Enginijrs, 'Land Surveyors
Pjh,otqgrann
.metrists; Digital Mapping speci6lisIs
Sol-C. 01111r, P.E., L.S. Pral0vnt
— --------------
MSE 121-2987
12/19/95
�0�0��00Q SHEET 2 OF 2
NOTES:
1: It 6hal_1 be the 'builders responsibility to, assure
that final lot; grades conform to the approved
drainage plan, on file with applicable agency.
2. Proposed grades. ;at' the .building shall be at a
minimum of .8' below the finish floor.
1 Any field tiles,encoui,tered during any
improvements being, performed on the lot shown
shall be intercepted and directed to the nearest
drainage facility that will accommodate said the
and, provide positive 7drainage.
4. Minimum pad .gr,ade to be. established at front of
house, pad location. Rear pad elevations shall be
determined .by existing topographic conditions.
5. Min.Slope 5% for first 10'from House. Min.2% elsewhere.
6.`Information used to prepare this plot plan, was
token 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 1n Floodplain Limits per
FIRM Comm. Parcel. No. 180081 0009 Rev. May d9, 1981.
9. ErosionControl 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 Crowing.
11. The are of tap will be restored to oringinol condition
Backfill w/Granular material, per Joe Gatliff.
12. Sidewalks shall be ,lion -reinforced concrete 4" thick
(6" at drive) and A' in width
Plot Plan. Purpose
The purpose of this Plot Plan for
-Windppolnte See .4' Recorded Instr,
19534422'Hamilton County, Indiana
Is for obtaining' a`'building permiC,
arid is not intended, or represented
to be "a land or property line survey.
Certificate of Surveyor
1, the undersigned, dolt' line nand Lend Sur veyo., do hereby cart,fy tho0. ,n my opfn:cn
if the rimshed grades ere constructed es shown, the surroce dra,nage =M ba
setisreetory roe residential conutruetion.
`��ttuKthisiuNn// /
�\\/� Carlted this 19 th dot'. of Oe cemban 1995
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{ 920001 .i
STATE OF = yen K ousb
Registe ed Lond Surveyor No.920001
MSE Corporation; '941,North-Meritlion Slr��l�ndionapolis: IN 46032 i317) 634-1000
'Consulting Engine&s,- land .Surveyors, 1Photogrommetristr Digitol Mapping; 9peciolists
;sol C. Miller, P,E., L.S. PreslddvV