HomeMy WebLinkAbout07120091 Site Planlehr
Schneldat
The Sehadda Corporation
8901 Ous Asmue
HWoxlc Port Herrfaau
Indlaaapolf3, Mme 482111-1037
317-828-7100
317-928-7200 PAX
Plot Plan Prepared for. R.H. of 10ANA
Lot 9 227, containing 11,200 S.F.t, In
Ciayboume Section / 3
instrument /200400080247
P.C. A Slide r333
Clay Up, Hamilton County
Sec 30, TI8N, R3E
3454 S&AMONE WAY (50'
IN 48074
a Prepared Date: 12-12-07
v Proposed Buyer(s): Patrick
Community Restrictions:
Side Yora =N/A
Rear Yard = 20'
Aggregate = 10' (B.H.)
2onino = S1
Lot # 227
VB07.0083771
i
it
0 10 20 30
SCALE 1' = 30'
Ground Cover Calculations:
Drive =773 SF-
Public Walk =319 SFt
Private WcY, =55 SFt
Hydroseeding =4,62E SFt
Soe =418 SYt , from
Pear of residence.
Optional Sod Package
Hydroseeding =1,554 SFi
Addl. Sod Pkg.=342 S v=. to
Rear easement.
Note: The garage finish
floor elevation is 2.3'
above the curb cl the
drive per ?Ian.
Sidewalk to be placed
I' from property line,
4' rom back of curb
per plan.
R/W)
By. SKN
and Diane McVey
HAPUTY NOTE
01 8 This drawing is acid an construction plans a rears drawls ; and is
not need upon afield w,vey, The Smneider Corporation does at
9mve71AA warrant ads accuracy or suffidency of the inform. ation.. Controaters
Ieedsmpe lrehlleature mould verify exising condition prior to my amstmctnn. Any
GIs r MS discrepancy found an Iris crveing 3so bi be immediately reported to
fppIOU True Smneider Cwyvatim. Fading to do so .e reaAl in the
cmbcctar's assumption of all liabdily.
Plot Plan Legend
® Proposed Grades
000.0 Existing Grades
X000.0` Contour Grade
* Approx. Lateral Location
a- Sanitary Sewer Lines
-m- Storm Sewer Lines
- w - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
a Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
D End Section (Storm)
Alf. Fire Hydrant
Flow Line of Swale
Note: Sanitary Sewer
Top of Costing Information
Upstream Monhole, TC=912.21
Downstream Manhole, TC=910.51
per record drawing
VII,
P
0o O SP?P?- ? .o i
C Pia rcP? b?'/
\ s9a'
\
\
LOT 228 \
NO EXISTING \
RESIDENCE \
47.6'
I
?Rf
Finished Floor Elevation Information
Pad Grade = 912.2 per plan
Pad Grade + 0.7' = Garage FFE.(912.1 )
Garage FFE + 1.5' = Residential FFE ( 914.4 )
Residential FIFE - 9.0' = Basement FFE (905.4
Drive Slope = 5.8%
M.F.P.G. = 903.8
MH / E81
TC=910.51
PER RECORD
DRAWING
BASEYENT FATE
The basement elevation, depicted hereon, has been determined and
based on the Pad grodes cl cmtwn tahn from the consauctm
plans for the subdl unless staled, m iloml aooct
fluctuating water tal sob conditions, v sof lypea has ben provided
or stated an said plans. This lot is located near a body of eater. Let
or sod eoodlions may rege'we that tre omement floor elevation be held
two feel (2'-0') above normal Pool elevation. Site inestigalian may be
needed if water is encounlefed dung the enasatron process or if atbr
kron water elevation or sods conditions are present. Investigation and
any remedial procedures are at the di ar him of the buffer to
determine one take appropriate steps of action. It any grarod water is
encaertered during the excavation the bulder is encwmged to contact
The Schnedr Copmrtion to discuss pessnle causes of action.
SUMP PIMP NOT? Note Bufdn to insure LATERAI SPEAAnfN1 NaiE
Sumo dump(s) to be positive dainege away Cntractn to mantas a
placed by Won as from structure(s). minirman dishonor of ten feet
needed between rater and
CITY OF CARMEL NOTE sdrd;ary Inlerds
In the residential districts limiting height to twenty-five
(25) feet, a dwelling may be increased in height to
thirty-five (35), provided the side and rear yards are
increased an additional foot for each foot such structure
exceeds twenty-five (25) in height. (Per Carmel Zoning
Ordinance 26.1.1) i
a
?anF b .• \
0
M&&L swALE SECn
LOT 226
KINSINGTON
4.5' \
v9
12.0'
i0,A?'Q?il,o 196, C,
wt?
05,
'Sl 15 0Y,
4 \9 / e Ovlow
SIGNATURE : DATE
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTORM
I Certify that the plan. shown hereon was prepared for the benefit of the parties hall nereon a14 fa the purpsee cf ootanng a residential constructim
permit o y. It is my al that if the proposed finished! grades are cwstn:ctea as show, the surface drainage m the subject lot will be satisfactory far
residential cnsuuctim. This plan ms compiled bow V. docroents prepaM by others crud The Schneider corporation asr?mn no liability far tie accuracy,
conDieteness of acceptance of those documents. This drawing is rat Ill to be represented as a reth cement or vNi al boundary wAy, a route w very,
or a surveyor location report.
FLOOD F4ZARD STATEMENT: toe accuracy of my flood hazard data shown or the plot plan is abject to map scale uncertdnty 0114 to any one
uncertainly in locution or elevation an the refenced flood neuorce rate mao (Ill All of the rithn desaiaed ]me DOES NOT uE within that special
-1.4 hazard area zone 'aE', as add lane plots Sr cede en Corhmunily War Panel J18057C 005F of the flood narace role map ww) for Hamitan
County. Indiara, Dated Febmary 19, 200.
250'
C'?Wj
4r ?\ CS?s, tH MH 182
(
TC=912.21
PER RECORD
29.5' DRAPANG
a fig, I J%V -V .. -
4 ?`w
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