HomeMy WebLinkAbout06030209 As Built
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SChneider
The Schneider Corporation
8901 otis A.venue
Historic Port HaniaOD.
lndlaD4polis. 1ndlaD4 46216-1037
317-628-7100
317-626-7200 FAX
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lAndscape Architflcture
GIS .IJS
Geology
Thls Plot Plon Prepared For: R.H. of Indlana
Lot # 1 93 . containing 12,835 S.F.:f:, in
Oa)baume
Section I 3
INSTR. I 200400080247
P.C. I 3, Slide I 533
HamUton County, Cloy Twp
Sec 30, T18N. R03E
3640 Oolon Way
Carmel. IN 46074
Prepared Dote: 03/23/06: By: AMA
Proposed Buyer(s): INVENTORY
( vor RfW)
Plot Pion Leqend
~ Prop09edQo-odes
000.0 Exlst"g Grades
_000.0- ContOilr Grode
* Approx. lateral location
- . - Sonlta'Y Sewer lines
-.- Stam Sewer Liles
-'W-WaterSflf"AceUnes
- - - - - - - Sub-Surface Drain Unes
. l,lanhole (Sonltcry or Storm)
. Beehive Inlet (Storm)
l1li Corb Inl,t (Stonn)
o End Sootlon (Storm)
.... FhH~ront
-... -.. 0 -Aow Une of !WQle
- &lid'.g Uno (Bl j BSl)
------- EasernentUne
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole. TC= 919.44
Downstream Manhole. TC=919.47
per record drawing
Community Restrictions:
Side Yard = 5'
Rear Yard = 20'
Aggregate = 10' (B.H.)
Zoning = SI
PLEASE NOTE THAT THE SlRAIGHT UNE SLOPE
OF THE DRIVEWAY FROM THE GARAGE FINISHED FLOOR
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
OF THE DRIVEWAY EXCEEDS 57. AS PROPOSED. THIS SLOPE
IS BASED ON THE REQUIRED MINIMUM GARAGE ~NISHED
FLOOR ELEVA TIaN AND THE EXISTING TOP OF CURB ELEVA TIaN.
Nate:
This drawing is based on construction pIons or record drawings,
and is not based upon 0 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 Corporation immedlat~y, failing to do
so results in the contractors assumption of all lIabUlty.
Assumed North
Scale: I" = 30'
Note: The basement elevation, depicted hereon, has been
determined and based upon the pad grades and/or contours token
from the construction pIons for this subdivision. Unless stated, no
information about fluctuating water tables, soil conditions, or son
t)pes has been pro'vided or stated on sold pions. It is recommended
that the basement finished floor elevations be at least two feet (2')
above the normal pool elevoUon of ony adplning bodies of water,
unless a study of facts reveals otherwise. If during the excavation
process any ground water is witnessed, The Schneider Corporation
should be notified immediately. The basement elevation should be
raised two feet (2') above the ground water, and additional
construction techniques should be incorporated to alle..,.;ote future
problems.
~ Vb06.0051082
~ Lot # 193
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-0'- l f-r1 . ______________~O_LA_N WAY
Flood Hazard Statement: The accuracy of any flood hazard data shown on thIS report IS subject 0
map scale uncertainty and to any otner uncertainty In location or elevation on the referenced flood
insurance rate map. ALl.. of the within described land DOES NOT lie Within that special flood hazard
zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of
Carmel, Indiana dated February 19, 2003.
Note: The garage finished floor elevation
is 2.3' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1.179SFf
Public Walk = 512 SFf Note: Sump pump(s) to be
Private Walk =211 SF! placed by builder os needed.
Hydroseeding =5.017 SFf~~
Sad =543 Sri. from 4 :, E
Rear of residence. " .~. ~
TYPICAL SWAL.E SECTlON
52.0'
Sidewalk to be placed
l' from property line,
11' from bock of curb,
per plan.
25.0'
CONC.
DRI\I:
Note; Per Carmel zoning ordinance 26,1.1 : The
residential district limits height to twenty-five feet (25'),
however a dwelling may be increased in height to
thirty-five feet (35') provided the side and rear yards
ore increased on additional one foot (1') for each one
foot (1') the structure exceeds the first twenty-five feet
(25') in h,ight.
29.1'
SOO
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 920.3 per plan
Pad Grade + 0.7' = Garage FFE (921.0)
Garage m + 1.5' = Residential FFE (922.5)
Residential m - 9.0' = Basement m (913.5)
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FLOOD HAZARD STATEMENT
CERTlFICA TlON
~&:SIiC'919.4-I
TC-919.47 PER RECORD
PER RECORD ORA\\1NC
ORA\\1NG ,;
120'
46.63'
..
-.-
,
I
APRON
--.
36.0'
. 8-8
1B~
ElEV=918.7
Z
o
(f) W
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Za:::
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L~
-.,
PARK BLOCK ~
COMMON AREA
DRAINAGE EASEMENT
..-
10' DU&SE
83.02'
5'Xr
OECK
23.00
13.63
SOUTHILL A
fR~ & ~SY
RESOENCE
BSI.lNT
11l
;<i
S\lIlP
o PU~P
THREE CAR
GARAGE "8
:<:
20.75'
.
26.0'
43.0'
54.12'
5' WALK
HANDICAP
RAMP
ROll CURB
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Detail of GrOOfldj Storm
Water flow pattern for
indMduallots.
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Note: Builder to ensure positive
drainoge away from structure(s).
1918.0 i
53.2'
(
6.0'
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HANOICAP
RAMP
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SIGNATURE:
DATE:
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterols,
SGNA TURE REPRESENTS CON~R~A TION OF REC8PT OF PLOT PlAN BY CUSTO~ER.