HomeMy WebLinkAbout07040015 Site Plan
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Schn8ider
Note: I
This drawing Is based on constructloo pions or record drawings,
and Is not basod upon (] field survey. The Schneider CorpOration
does not worront the accuracy or sufficiency of this information.
Contractors should verify existing condItions prior to any I
construction. Any dIscrepancy found on thIs drawing should
be reported to The Schneider Corporotlon Immedlotdy. foiling
to do so results In the contractors <1SSUmptkm of 011 Ilobnlty.
Plot Pion Legend Note:
[]Q[Q] Proposed Groda The basement eleYCItJon, deplc:ted hereon, has been determined end
000.0 Existing Grades based on the pod grades O1ld/<< contoura taken from the
- 000.0-- Contour Grode constructIon prOM for thIs stlbdMslon. Unless stated, no information
* Approx. laterol location about fluctuating water tables. soU condItions, or soD t)pe3 has been
_ . _ Sanitary Sewer Unes provlded or stated on said pIons. this lot Is located near (] body of
_ 81' _ Storm Sewer Unes water. Lot Of soD condItione may requlnl that the oosement floor
_ '" _ Water ServIce lines e18YOtlon be held 2 foot maYll nQlTTlol pool e1evatloo. Site In\'lJlltlgatJoo
_ _ _ _ _ _ _ Sub-Surface Drain Unes may be needed if water Is encountered during the excavation process
. Manhole (Sanitary or Storm) or If other known water elevation or soils conditions are presenl
. - Beehive inlet (Storm) InYllstigatJon and any remedial'procedures-ls at ths-dlscrstlonaf-the
91 Curt I I t (St) ooDder to detennlne and toke appropriate steps of action. If any
n e arm ground water 18 encountered during excavation the bundel' Is
D End Section (Storm) encouraged to contact The Schnelder Corporation to discuss possible
..... FIre Hydrant courses of action.
- 000 - 000 - Flow Une of swale
TIle _ CorporeUo.
8901 0tiI AftllUI
_ric rort IIaniJon
,....IIAnApnll., Indiua 462l6-1037
317-626-7100
317-82lI-7200 ra
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IondIcape lrchltoctun
GJ3.1J3
Geoloc1
This Plot Plan Prepared Far: Arbor Homes
lot H 13 ,containing 14,344 S.F.:l:, in
The Trails at Hayden Run Sec. 1
INSTR. H 200500069468
Clay Twp, Hamilton County
See 20, T29N, R3E
3278 'MNNiNGS LANE
Westfield, IN 46074
Prepared Date: 03/26/07: By: KAG
(50' R/W)
Community Restrictions:
Side Yard .3' min.
Rear Yord = N/A
Aggregote = 6 (B.H.)
ARBOR HOMES
Pod Grade . 920.8 per plan
Pad Grade + 1.0' . Garage ffE (921.8)
Garage ffE + 0.5' - Residential ffE (922.3 )
Residential ffE - g.O ' . Basement ffE (913.3
Driveway Slope - 4.0%
Note: The garage finished floor elevation
is 1.7' above the curb ot the drive, per
pion.
Ground Cover Calculollons:
Drive - 961 SFf
Public Walk. 1,263 SH
Private Waik .75 SF f
Seeding = 5,667 SFf
Sod. 6.893 SFf ,
from sod line <3S ~ho..,n
REIl~ON "
REIlsrn GARAGE DIMEN~ONS
1Il07.0071120
03/28/07 - KAG
FLOOD HAZARD STATEMENT
CERTIFICATION
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Note: Sanitory Sew"
Top of Casting Information
Upstreom Manhole, TC- 920.66
Downstream Manhole, TC. 920.55
PER RECORD DRA\\1NG.
Note:
The contractor rs to maintain a
minimum distance of ten feet (10')
between the sanltry sewer and water
Ilneraterals.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER />S NEEDED.
LOT # 13
VB # 07.0070740
93.78'
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3D' L.M.A.E.&D.E.
1918.5 I
77.3'
I 919.8 I
85.3'
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2~1' F.l
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26.4'
l6.4'
25.3'
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54.00
Olr.lPUS B
FR~&IISY
RESDENCE
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BASEJjENT
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20.7
PORCH
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Assumed North
Scale: 1. = 30'
DetaD of t)plcal Storm
Water flow pattern for
Indlvlduoilola.
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Note: BuDder to ensure
positive drainage away
from structure(s).
14.00
BASEl
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1lFqa1f-
T.C..92a.66
PER RECORD
~ 77'--1'1-----
'" 25. . V~.~.';l
TC=920.55
PER RECORD
DRA\\1NG
--RCIJ. CURB
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This drawing is not intended to be represented as 0 retrocement or <<./
original boundary survey, a route survey, or a Surveyor Location Report. i_
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T'\"PICAL SWALE SECllON
Note:
Par Carmel zoning ordinance 26.1.1 : The residential !
district limits height to twenty-flve feet (25'), howe;"
o dw.ling moy be Increased In height to thlrty-flve
feet (3S') provided th. s~e ood rear l"rds ore inO'eOsed
an additionoi ooe foot (1') for each on. foot (1') the
structure exceeds the flret twenty-flve reet (25') in
height
Flood Hazard Statement: The accuracy of ~y flood hazcrd data shown on this report
18 subject to mop acele uncertainty and to any other uncertailty In rocatlon 01'
e1eYCIUon on the referenced flood Insurance rate map. ALL of the w1thil described land
DOES NOT UE wlthil that spool. flood hozord zone A at sold lond plots by ocole on
flood ilsurance r.te mop I 18057C0205F for City of Conn~, indlono (mops doted
FobOl'"l' 19, 2003).