HomeMy WebLinkAbout07080190 Site PlanSdixMw
?be 6cba udder Corporation
6901 au. Avenue
Podmte rat Hutiom
Indhmpo0a, bdime 48116-1016
917-628-710D
317-1926-7200 FAX
This Rot Plan Prepared For M/1 Hlunes
Lot j 86, containing11,475 S.F.t, in
Httlot1w Knoll
Section 1112
Instrument # 2006-00004470
PC 4 Slide 13
Gay Towle ttip, Hilimaton Comity
SEC 20, 118K RODE
2625 NEWINGTON LANE ( 50' R/111)
Westfield, IN 46074
Prepared Date: 08/13/07: By. KAG
Community Restrictions:
Side Yard = S min.
Aggregate = 6' B.H.
Zoning - S1
Note:
filet This drawing is based on construction plans or record drawings,
Ladaape Aee6aeatue land is not based upon a field surrey. The Schneider Corporation
GIS • 113 does not warrant the accuracy or sufficiency of this information.
aeobo Contractors should verify existing conditions prior to any
construction. Any discrepancy found an this drawing should be
reported to The Schneider Corporation immediately, failing to do
so results in the contractors assumption of of liability.
Not Plan Legend
® Proposed Grades
000.0 Existing Grades
?000.0? Contour Grade
* Approx. Lateral Location
- Sanitary Sewn Lines
-Irr- Storm Sewer Limes
- v - Water Service Lines
- - - - Sub-Surface Drain Lines
® Manhole (Sanitary or Storrs)
e Beehive Inlet (Storm)
® Curb Inlet (Storm)
D End Section (Slorm)
All. Fire Hydrant
- _ . , - • . _ - Flow Line of scale
- - Building Line (BL / BSL)
- - - - - - - Easement Line
M/1 HOMES
Pad Grade = 917.1 per cdc. Note: Sanitary Sewer
Pad Gaode + 0.2' = Garage FFE (917.3) Top of Casting Information
Garage FFE + 0.5' = Residential FFE (917.8) Upstream Manhole, TC=916.83
Residential FFE - 9.0' = Basement FIFE (9D8.8) Downstream Manhole, TC=917.24
Driveway Slope = 2.5% per record drug.
Note : The garage finished floor elevation
is 0.9' drove the nab at the hive, per
PNn. - 1 .l 4.0
GROUND COVER CALCULATIONS: % PER no= PIAN
Drive =862 SF± NEWINGT
Public Walk =344 SF3 t
Private Walk =N/A SFt TC=91623
Seeding =6,105 SFt
v PER RECORD
ROIL CURB
Sod =2113 SYf, ---
from front of residence.
5' WALK
26. 22 s
WW28
TC-917.24
PER ??
DRAM
20' D.U.&S.SE.
Note: The contractor is to mointom a 25' B.L.
minimum distance of ten teat (101 1
e
an
between the sanitary sera and water a 10.
line loterds.
Note: Builder to ensure positive
drainage away from structure(s).
THE UPSTREAM MH TC ELEVATION
SHALL BE NO LESS THAN V-0• BELOW
RESIDENTIAL F.F.E.
FLOW HAZARD STATEMENT
CERTIFICATION
1I
1
t?
k ut
I1 ?
s o
m i
50.6
?\l
I
I
I
1
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16.a?
Note
The basement devalion, depicted hereon, has been dete,meed and
boxed an the pd grades end/or amours token from the
construction pins for this wmdidslax 11 1 slote4 no inlamatan
about OWW0t'rg eater tables, sot w«ftiae, a 3101 types, has been
Provided or stated an said plus The lot is located neor 0 body of
water. Lot or will conditions may repine that the basennl floor
eevotion be held 2 W dove nand pod davallon. Site
investigation may be needed 1 eater is encountered dung the
excavation process a if other known eater dentin a sots
candiliam we present. nvesllgstion.and any remedd procedures is
of the darelim of the aside, to determine and tdw appropriate
steps of action. If my ground eats is encountered drag esoaatin
the buide, is managed to =tact The 3nneMer Corporation to
docva possible mesa of action.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED. pLOT a??
86
??
N LANE B-B
Mr 4.0
ELEM16.4 PER RAN
- --- - -- --
o','L
? ,
2
S
APRON $
16' m
85.00
36.0
'
0'
2fi.
MVE
dakE
r
8 ? . low
d .9
_
MILE CAR N 91
GARAGE J
1 11.7
BA4YElli O
9100ERIC1( A
FRIl
WSIDENCE
I ' bi
?I
A 916.4
!^ I 51.Y 513'
PM
L-_1-J-
C.A. #7
VAR. DU&S.S.E.&
L.M.A. E.&P.I.E.E.
LAKE #3
N.P. = 911.50
100 YEAR ELEV = 914.36
This drawing is not intended to be represented os a retrocemenl or
original boundary survey, a route survey, or a Surveyor Locotion Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown an
this plot plan is subject to map scale uncertainty and to any other
uncertainly in location or devotion an the referenced flood insurance role
map (FIRM/)L ALL of the within described land DOES NOT UE within that
special flood hazard zone 'A', as said land plots by scale on Community
Map Pound 1 18057C0205F of the flood insurance rate mops (FIRM) for
Hamilton County, Indiana, Dated May 19, 1981.
CD
0
916.4
IS' D
V
o?
Assumed North
Scale : I' = 30'
Z
4-1 SCOPE o A. V g.OPE
TYPICAL SWALE SECTION
NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25)
FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET
PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADOITIO AL FOOT
FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN
HEIGHT. PER CARMEL ZONING ORDNANCE 26.1.1.
1?- ( . T