HomeMy WebLinkAbout07020167 Site Plan
~~
Schneider
Not~
ThIs drawing Is based on construction pions or record drawings,
and Is not bosed upon (] field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should
be reported to The SchneIder Corporotlon Immedlot~y. foiling
to do so results in the controct"" ossumptlon of all liability.
Plot Plan Legend Note:
[]Q2&] Proposed Grades The basement elevation, depicted hereon. has been determined and
000.0 Existing Grades bosed on the pod gradea and/or contOUI'8 token from the construction
- 000.0-- Contour Grade plans for this subdivision. Unless stated, no Information about
* Approx. lateral locatIon fluctuating water tables, soli conditions, or son twes has been provided
- . - Sanitary Sewer Unes or stated on sold pIons. This lot Is located near a body of water. Lot
_ If _ Storm Sewer Unes or 100 conditions may requIre that the basement floor e1eYOtlon be
- IJ - Water Service Unes held 2 foot above normal pool elevation. Site investigation may be
_ _ _ _ _ _ _ Sub-Surface Drain Unes needed If water Is encountered during the excovatlon process or If
. Manhole (SanItary or Storm) other known water eleYOtlon or soBs conditions are present.
. Beehive Inlet (Storm) Investigation and any remedial procedures Is at the discretion ot the
IlIlI Curb Inl t (St) buDder 10 d.termln. ond toke oppropriote .top. of octJon. If ony
e orm ground water Is encountered during excoYOtlon the buDder Is
D End Section (Storm) encouraged to contact-The Schneider Corporotlon to discuss possible
..... Fire Hydrant COU/'QS of octJon.
- 000 - 000 - Flow Une of swale
The Schneitler CorporaUaD
8901 OUI Avenue
lIlIlori.fort_
IDd!enepoIlI. IndIan4 l62I8-1037
817-828-7100
817-828-7200 fAX
EoaID",""
SumyiJl(
W1dJcape Areh1tect.ure
GIS'US
GeoIOI!'
This Plot Plan Prepared For: Arbor Homes
Lot # 36 ,containing 13,563 S.F.:l:, in
The Trails at Hayden Run Sec. 1
INSTR. # 200500069468
Clay Twp, Hamilton County
See 20, T29N, R3E
3246 FERRELL DRIVE
Westfield, IN 46074
Prepared Date: 11/16/06.: By: KAG
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 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 ~el'lltlon
Is 2.1' above the curb at the drive, per
plan.
GROUND COVER CALCULATIONS:
Drive = B99 SF:!:
Public Walk = 347 SF:!:
Pril'llte Walk = 76 SF:!:
Seeding = 7,57OSF:!:
Sod = 2 971 SF:!: ,
even with the rear of house.
Note:
The contractor Is to maintain a
minimum distance of ten feet (10')
between the sanltry sewer and water
line laterals.
Nate: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 919.45
Downstream Manhole, TC= 919.36
per record drawing.
RE\1S1ON 11
RE\1SED BRICK AT ENTRY
\1307.0069085
02/23/07 - KAG
RE\1S1ON #2
RE\1SED HOUSE
02/26/07 - S1(N
FLOOD HAZARD STATEMENT
CERTIFICATION
^"\\\\\\IIIIIII//f/fltlll/,
#\~c. L /1 ~ij~
~ \.~ . (1j':'>h~
#.~ '.................ITWJ~
~ ~~..tG\S TE:"~~.......A~
~<::;:) ."q- No a\;.o~
, ( 50303 0) ,
- . . ~
~ \. STATE OF ./ !i
~ /', ,'~
'%..~.....livOI..~p.......'\Sa. ~
0- rAJ. -t, ,.. .... -.l,,~~
~ 'f'/) .......... (." ~
~44. SUR~ ~~~~
WII//ffI/I/IIII\1\\\\\II\~
0:- l 'f--f1
(50'R/W)
OetaD of t)!llcal Slorm
Water flow pattern for
IndMduallot.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
:+-Y:
'WI
I I
Note: BuDder to ensure
positive drainage away
from structure{s).
'"
.,;
'"
49.10
919.J
15' O.E
----
----
---
mID
69.9'
67.9' 69.3'
~
~
o
o
'" o.
~
'"
OECK 8 1.00 8
,...: "
C.A. #J
Vf' D.U.&S.S.E: &
M.A.t.&p.t.EE
POND #2 .
N.P.: 915.00
100YR= 91
59.11'
--,
I
I
I
I '"
I~
I .0
I l!?
I
I
I
soo L ~ 29.00 14.00 SOO
SUlAP I
;! PUMP MATTERHORN A
fRM&llSY I
10.00 RESlOENCE 1:l
"1:l lHREE CAR BASEl/EN. ;l;f
Il'i GARAGE I
'.... .... OO'~ 8.00' i3 15.67 I
4.5 9. "! .67 "! 16.0'
83.35'
5 WAll<
APRON
----- -------
------
El.EVa918.9
PER PlAN
5.0'
PER PLAN
ROlL CURB
30.0'
B-B
FERRELL DRIVE
-------
"
C.A. # 2
VAR. D,U,&S.S.E. &
LM.A.E&P.l.EE
POND #1 .
N.P.= 91440
100YR: 917.64
- ^
^
This drawing Is not intended to be represented os a retracement or
orIginal boundary survey, a route survey, or a Surveyor Location Reporl
Rood Hazard Statement: Tho accuracy of any flood hazard data shown. on this report
Is sub jact to mop acaIe uncertainty and to any other uncertainty In location or
e1ewtlon on the referenced flood Insurance rate map. All of the within dsscrlbed land
DOES NOT UE within that opeclal flood hazard zone A .. .aId lond plot. by .caIe on
flood Insurance rate map # 18057C0205F for City of Carmel, Indiana (map. dated
February 19, 200J).
25~
I
I
I
"
LOT # 36
VB # 06.0064617
I
II
~
~
""~""
~
Assumed North
Scale: 1. = 30'
....
0;
0;
~
o
cd
.-,
'" r-
en I
..,
=:; I
0
'!!? I
I
I
I
I
I
f "'
Ie
I
I
"!
'"
16.5' I
I"
I
--I
Note:
Per Carm~ zoning ordinance 26.1.1 : The resldenUal
district limits heIght to twenty-five feet (25'), however
a dw~lIng may be increaeed in h~ght to thirty-five
feet (35') pra.ded the side and rear yards are Increased
on addItional ane foat (1') for each one foot (1') the
structure exceeds the first twenty-five feet (25') In
h~ghl