HomeMy WebLinkAbout07110157 Site PlanIhs Schneider carpcretlon
8901 Otis AMU
Historic Port uanism
hrdlnmp'li, Isdlms 10216-loan
517-026-7100
317-9245-72DO PAX
This Plot Plan Prepared For SlIverthome Homes
Lot # 13 , containing 14,000 S.F.=, in
Aberdeen Bend Subdivision
Section ¢ 1
III / 200500066134
Bode 13, Page # 739
Hamilton Counter Clay Tom>ship
13036 Aberdeen Bend (50'
Carmel, IN 46032
Prepared Date: 10/31/07: By.
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = S1
[IA91UTy NOTE
The, drarsag a booed a construction plans or record dressage,
3mreyiry ad Is not based upm a fold survey. The Sctneldx
Irnditecl,n Capordon does not rarest the accuracy a wind" of tha
GB .11R hformatka Contractors shcud verify wishing mklams prix
to my cmAnxtio :. Any discrepancy faad an this cambia
aaoiop dwuld be inmediatdy repartad to The Schneider Corporation.
Falling to do w w® result h the wntroctar'e assumption of dl
IkblRy.
I ATERAL SEPERATION NOTE Note: Budder to excess
contractor, to mahtasa a minbnum Paola" drainage may ham
distance of ten foot (1e,'-Dj struchre(s).
botwem rater and wrgttey btoroa.
Plot Plan Legend
® Proposed Grades
DOo.O Existing Grades
X000.0- Contour Grade
* Approx. Lateral Location
e - Sanitary Sewer Lines
R yug? Q - Storm Sewer Lines
^) - v - Water Service Lines
- - - - Sub-Surface Drain Lines
AMA ® Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
I1 End Section (Storm)
Ak. Fire Hfdrant
- ... - < < . - Flow Line of swale
S3verthome Homes
Pad Grade = 916.2 per plan
Pad Grade + 1.0' = Garage FFE (917.2 )
Garage FFE + 0.5' = Residential FIFE (917.7 )
Residential FFE -100 = Basement FFE (907.7
Driveway Slope = 5.6%
Note : The garage finished floor elevation
2.2' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive =1,469 SFt
Public Walk =419 SFt
Private Walk =263 SFt
Seeding =3,058 SFt
Sod = 6,024 SFt , to the rear of home.
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=914.50
Downstream Manhole, TF917.DO
per plan.
The upstream sanitary manhole
T.C. elevation shall be no less
than one foot (1'-0') below
residential F.F.E.
I certlfy that the plan shorn harem we prwora
pemdt oily. It Is my opinion that If the propose,
residential cauWcl'm This plan era dmpled
amootenese m axeptand of those dcmmenj.
a a purveyor location report
NOTE *
CONTRACTOR SHALL CUT 10'
OFF OF SANITARY LATERAL AND
BEGIN FROM THAT POINT AND
CONNECT TO HOUSE FOLLOWING
PLOT Pi AN,
MHIAB8103
TG=914.50
PER PLAN
hdkted hwwm and for the purpose of
I as shown, the surfed drainage an the
y others and The Schneider Corporation
be represented as a re' acament or ce
6MENT NOTE
The basement olewUm. depicted hereon, has been determined
and based a the pod Fusin ad/or anlaure taken from the
construction plane for this subdh4acm Unless stated no
Information about fluctuating rater tables, sob dmdt'wne, or
sad typo no boon provided a staled on said plans. This lot
b lasted naan a body of voter. Lot a soil conditions may
reWbe that the baswnent floor dewtbn be hold tra teat.
(2'-O) above normal pod dowtim. Site Nvestyallan may be
noodled If water is encountered during the erometim process
or If other Imam water olewllm a was andltkns tiro
prnent Investigation ad my rsmeiWl prottdees we at the
dsmeUm of the bulder to datwmho ad take oppngrca,
steps of actim. 11 my ground water Is encountered during the
esmwtion the budder is encouraged to emtaet The Schneider
corporation to cam ss Possible courooe of titian
SUMP PUWP NOTE
Sump pin(s) to be placed by
builder os needed
LOT # 13
VB # 07.0082308
FLOOD HAZARD STATI]MEW: The coaway of my load hazard data sham a this plot plan Is subject to map each uncertainty and to my other
uncertainty In kcatin our elevation an the refamad flood saesaw raj map (FWII). ALL of the dick describe el land DOES NOT LIE dick that special
food hatted ass i0w 'A', a sold ksd pkMs by was an aonmtedty Map Prod 1160080 0211517 of the fad laurmd rats map ON) for Hmdta
Canty, fdlma Dojd FebrM 19, =
REVISION #1
REVISED DRIVE
TURN AROUND
11-02-07 AMA
I