HomeMy WebLinkAbout05100103-Site planSuneym~
F~ R.H, of Indiana
$.F.+, in
3512 Cardinal Way (50'R/III0
Carmel, IN. 46074
Prepared Date: 10/06/05: B~. AMA
Pr~ Bul~(s): T~nya Ingmrn
Community Reetrictians:
Side Yard =3' rain
Rear Yard ~-
Aggregate =
R.H, of Indiana
F'mished Floor Elovdtion Information
Pad Grade = 915.2 per plan
Pad Grade + 0.7'
Garage FEE + 1 5' = ,Ranide~tlal FEE (91.74)
Residential FEE - 9.0 = Basement FFE (9084)
Note: The garage fmi~ed floor elevation
is 1.4' above the curb at the drive, per plan.
Ground Cover Calculations
Drive = 517 SF:E
Public Walk =121 SF±
Private Walk =39
H~rosueding =n/o
Sod =452 SY± . from
entire yard
Plot PlonLeend.~
~ Proposed Grades
000.0 Existing Grades
..----- 000.0---~ Contour Grade
Approx. Lateral Location
-"--- · ~ Sanitary Sewer Lines
Storm Sewer Unes
Water Ser~ce Lk~es
....... Sub-Surface Drain Lines
· Manhole (Sanitary or Storm)
Beehive inlet (Storm)
Curb Inlet (Storm)
D End Sectior~ (Storm)
A Fire h~rdnt
......... Flow Line of swale
- Buildin9 Line (BL / BSL)
-- - --- - - Easement Line
_
Note: Sanitary Sewer
T~ of CosUng Information
Upstream Manhole, TC=917,40
Downstream Manhole, TC=915.30
per plan.
10' LM,E.
28.3'
I
I
KEY LAROO A
FRU~Sy
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer o~a water line laterals,
/bO CAI?
Sidewalk to be placed
1~ from prop~y tine,
~, from ba~k of curb~
per p~an.
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. The
Schneider Corporation does %t warrant the acCUracy or
sufficiency of this information; Contractors should verify
existin9 conditions prior to any constmcUon. Any
disoreponcy found on this drawin9 sh°Uld be r~orted to
The Schneider Corporation immedtat~y; fa~ing to do eD
results in the contractors assumption of ali liability.
Note:
Per Carmel zoning ordinonon 26.1.1:
The residential dlstr~t limits height to twenty-five
feet (25'), however o dwallin9 may be incranesd in height
to thirty-five feet (35') provided the side end rear yards
are inoronsed on additional one foot (f) far each
one foot (f) the structure exceeds the first
twenty-five feet (25') in helghL
Note:
The besoment elevation, depleted hereon; has been
determined and besed i
contonm token
~ubdiWsinn. Unless
wot~ t~, one conditions, ar ~1 t)pes hen bean
proud or stored on ~k~ plan~. It a reanmmended mot
the beesment r, ni~hed ~oor alevaUans be at I~t t~o feet
(2') alcove the n
bodies of water, unless o study of fant
If durin9 the excovetlon
witnessed, The Sc~anider Cemoret~ abeuld be natif~l
inmsdiotdy. The basement elsv~tlan ahonld be raised two
feet (2') above the 9rannd eta', and a~a~al
constmctian thchnlques ~hould be incoq~erothd to alleviate
future pro,lams.
Note:
Smp pump(s) to be Phced by
builder an needed.
Lot #18
Vb0510042320
Assumed North
Scale: 1' = ~0'
Detail of Gr~d/Storm
W~ter flo~ patten far
indlvldual lob.
Note: ~ullder to ensure
positive drainage away
from s~cture(e).
=ER PLAN
insurance rate map, ALL of the '~ m~a described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 180081 0205F for City of Carina
indiana (maps dated February 19, 2003).
DALE:
PLOT PLAN BY CUSTOUER. --.
FLOOD HAZARD STATEMENT
CERllFtCAllON
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