HomeMy WebLinkAbout05050171-Site Plan I--
?lot Plan Le end
5,400 &R+, in
Oot 09/21/200
Community R?trictions:
Side Yard =3 min.
Rear Ynrd = N/A
Aggregate = 6 (B,H,)
~ Proposed Grades
000.0 Existing C-fades
...---000.0---''~ Contour Crude
Approx. Lateral Location
-- I ----- Sonitery Sewer Lines
-- ~-~--, Storm Sewer Unes
v -- Water 5e,wice Lines
....... Sub-Surface Drain Lines
Uonh~e (Son~ory nE Storm)
Beehive l~let (Storm)
Curb Inlet (Stbrm)
End Section (Storm)
o o o~
Fire
Hydrant
...... Row Line of swale
Building Line (BL / BSL)
.... ~ Easement Une
S~nitory ~ewer Casting Information
Upstream Manhole, TC= 917.40
Fin shed Roar Beret on Information 3ownetrsom Manhole, TC= 915.30
Pad ~ade = 916,6par plan 3er nlan
P~d Grade + 0.7'= Garage FT[ (917.3)
(Bemt) Oerege FFE + t,5' = Reaidential FFE (918.8)
ReaideatM FF[ - 9,0' = Basement ~ (909.8)
Note: ~he garage finished floor elevation
Ts 1,5' above the cud) at the drive, our plan.
Note:
his drawing is based on construction plans
and is not based upon o field survey, '[he Schneider
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 immediatel~ failing to do
so results in the contractors assumption of oil liability.
Note:
Builder to ensure positive drainage
away from strsc[urs(s)~ Detail of Grsund/Storm
Wota' flow pattern for
individual tots.
Note:
Per Cnrmel zonog °rdinance 2fi.tJ
~e reaideatiel al{strict Iknlts height to twentY-five
feet (25!), however a ,al, Welling may be i~oronSed h height
to thrty-five feet (35) provided the sds and rear ~rds
are !norse~d ah additional one foot 0!) for each
one font (1) the st~cture exceeds the first
twent~-flve feat (25) in height.
Lot # 12
V.b :/¢ 04.0023290
Assumed
Scale: 1' = 30'
Sidewalk to be Placed
t' from 3reperty tine.
4' from back of cud),
per plan,
Sod C~culotions:
Drl~ = 531
Public Wo~k = 144
PH~te WoJk = 34-
Sod = 157 SY~ , from
rear of home
Hydrssoeding ~ 1,S,~
CAF
n FV=gtB.8
WAY
Note: ~e basement elevation, depicted hereon has been Cetermined and
based upon the pad grades ~nd/or contours taken from the construction
plans for this sobdivielon, Unless stated, no infmmafion ~onut fluctuating
water tables, ea~ conditions, or soil types has been provided or stated on
sold plans. It ia recommended that the basement finished floor elewtione
be at least two feet (2') above the hormel pool elevation of uny adjoining
bodies of waters unless a study of fscte reveals otherwise. If durbg the
excowltion process uny grmmd water is witnessed, 1he Schneider
Corperstk~l should be, notified immedl~tdy. 1he bosom~lt elevation should
be roTsod two feet (2) shove the ground water, and additional
ceastructien techniques should be incorporated to alleviate future problems,
REV ~ 2
RECORDED INFORUATION ADDED
02/18/05 AMA
R~I
~ P~RC~
~o/e/o~
REV~ 3
ADD S~E~N PORCH
3/15/05 ARW