HomeMy WebLinkAbout07020169 Site Plan
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Schn8ic:Ier
The Schneider CorporaUOD
8901 ot1I !leDue
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1ndlanapo1lJ, !ndIalla l82l8-1037
317-826-7100
317-ll26-7200 rAI
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SunoyiIlj
Londacape _
GIll'US
Geo1oc1
This Plot Plan Prepared For: Arbor Homes
Lot # 12 ,containing 14,386 S.F.:l:, in
The Trails at Hoyden Run Sec. 1
INSTR, # 200500069468
Cloy Twp, Hamilton County
See 20, T29N, R3E
14332 TRAHAN LANE
Westfield, IN 46074
Prepared Dote: 11/09/06 By: KAG
(50'R/W)
Community Restrictions:
Sid. Yard =3' min,
R.ar Yard = N!A
Aggregat. = 6 (B.H,)
ARBOR HOMES
Pad Grade = 920,0 per plan
Pad Grade + to' = Garage FIT (921.0)
Garage FIT + 0.5' = Residential FIT (921.5 )
Residential FIT - 10.0' = Basement FIT (911.5 )
Driveway Slape = 5,7';
Nate: The garage finished floor elevation
Is 2.1' above the curt> at the drive, per
plan.
GROUND COVER CALCULA T10NS:
Orive = 895 SF:!:
Public Walk = 425 SF:!:
Private Walk = n SF:!:
Seeding = 7,664SF:!:
Sad = 3 950 SF:!: ,
even with the rear 01 house.
919.0
#
n:r
<oJ
.;;
Plot Plan Legond
~ Proposed Grades
000,0 ExlsUng Grad.s
- 000,0- Contour Grade
* Appra~ Lateral Lacatlan
- . - Sanitary S.wer Unes
-" - Storm Sewer lines
- "" - Water Service Unes
- - - - - - - Sub-Surface Orain Unes
. Manhole (Sanitary or Stonm)
. 8eehlve Inlet (Storm)
iIII curt> Inl.t (Stonm)
D End Section (Storm)
.... Are 'H)'lront .
- """ - """ - Flow lIne of swale
Nate: Sanitary Sewer
Tap 01 Casting Inlanmatlon
Upstream Manhole, TC= 918,48
Dawnstrecm Manhole, TC= 920.88
per record drolwng.
Noto:
The contractor Is to maintain 0
minimum dlstanc. of ton feet (10')
betweon the sanltry sewer and water
line laterals.
THE UPSTREAM MH TC ELEVATION
SHALL BE NO LESS THAN 1'-0'
BELOW RESIDENTIAL FJ.E.
143.05'
918,9
30' LM.A.E.&D,E.
31.0'
r-
!;l
---
8 10
51 01
;1 2.1
10
!:l
~
~~lj
b~
143.05'
; ~ ~
~
34.33'
!;l
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-------------- ,
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TYPICAL SWALE SECllON
Nato:
Per Conm~ ,onln9 ordinance 26.1.1 : The residontlal
district limits h~ght to twenty-flve feet (25'), however
a dw~ling may be Increased In height to thirty-five
feet (35') pro.ded tho sid. and rear yards are Increased
an additional on. foat (1') for each on. foat (1') the
structure exce.ds tho lint twonty-five feet (25') In
helghl
RE'IlSlON 11
NEW HOUSE Mooa
W07,0066145
02/22/07 - KAG
This drawing Is not intended to be represented as a relracement or
original boundary survey, a raule survey, or a Surveyor Location Report,
Flood Ha,ard Stotomont The occurocy of any flood hazard dato shown on this report
b subject to mop seal. uncortoilty and to any oth.. uncertolnty In lacatloo ex
elevation on the referenced flood Insurance rote map. AU. of the within descrlbed land
OOES NOT UE wlthil thot spec1d flood hazard ,on. A os eald land plots by seal. on
flood il..rance rot. mop , 1605700205F tex CIty of Carmel, Indlano (mops dated
February 19, 2003),
Note:
ThIs drawing Is based on construction plans or record drawings,
ond Is not bosed upon a fi~d survey. The Schneider Corporation
does not wOlTont the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should
be report.d to The Schneider Corporation Immediately. failing
to do so results In the contractors assumption of all lIobUlty.
LOT # 12
VB # 06.0064226
o
~
Ql0l~ .
o
Assumed North
Scale: l' = 30'
O.tan of t)llicol Storm
Waler flow pattern for
ild1viduollot~
~.cm
Note: BuDder to ensure
positive drainage away
from struc\ure(s).
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEOED.
Noto:
The basement e1ewtlon, depleted hereon, hos been determined and bosed on
the pod tyades and/f1f eontOUr1 token from the construction plans for this
subdMsJon. Unless alated. no information about fluctuating water tables, soU
conditions. or sol t)pes has been provided or stated on sold plana. This lot
is locoted near a body of water. Lot or soU conditions may require that the
basement floor elevation be held 2 foot above normal pool elevation. Site
InWllltlgatlon may be needed If water Is encountered during the excavaUon
process.or If ather known water e1evaUon or soUs condlUons are preaenl
InvesUgatlon and any remedial procedures ts at the discretion of the buDder
to determine and take opproprlote steps of aellon. If any ground water 18
encountered during excavaUon the buDder Is encouraged to contact The
Sc:hnalder CorporatlClrl to discuss possible courses of action.
"
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TC-918.48
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42.6'
32.6'
5.0'
PER PlAN
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FLOOD HAZARD STATEMENT
CERllFiCA 1l0N
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M.H.f806
TC=920.88
PER RECORD
ORA'MNG.