HomeMy WebLinkAbout05030039-Site Plan317-8~-7100 aeolofy
I~ot Ran Pr~pored
Stanford P~
~monity R~t~tl~s' --
Side Y~ -~'
Finished Floor E]evet~n Information
Pad Grade = 91.6;2 per plan
Pad Grade + 0,7 = Oarege FFE (916,9)
(Slob) Garage FF[ + 0 5' '
Sewer Casting information
Upstream Uanhde, TC= 916.90
Downstream Uanhde, TC= 916.40
Sod CdculoUens:
Dri~ = 270 ~+
Prtvete W~lk = 48
Sod = 24~ SY:l:, whole y~rd
Note:
The contractor is to maintain a minimum
i '
dstance of ten feet ~10)between the
sonitr~ sewer and water line laterals,
Note:
~his drawing is based on construction plans or record drawings,
and is not boned upon o field survey. ~e Schneider Corporation
does not warrant the accuracy or sufficioncy of this information.
Contractors should verify existing conditions prior to any
construction, Any disoreponcy found on this drawing should be
reported to Re Schneider Coq)oration immediately, failing to do
so results in the contractors assumption of nil liability.
Note:
Builder to ensure positive drainage
ewe)' fi'om structure(e).
Detail of Ground/Stem
Lot # 262 Water flow pattern for
Vb05.0028551
0
Assumed North
Scale: 1' = 20'
NOTE: THE WITHIN PLOT PLAN WAS
PREPARED AT THE CUENT*S
REQUEST WITHOUT BENEFIT OF A
RECORD PLAT. THE CONTRACTOR
AND/OR BUILDER HAS BEEN
CAUllONED THAT THE DEPICTED
LINES SHOWN HEREON ARE SUBJECT
TO CHANGE,
R~ tS ~ ~ NEAR PR~ UNE
38.75'
Note~
Per Cerrnd zoning ordinance 26JJ:
lbe residmtio~ district limits height to twenty-five
feet (25'), ho~ver a ,al, welling may be isa'eased in height
to thirty-five feet (35) proWded the s~de and rear y~rde
are fnc~easad on addJtlonal one foot (f) for
one foot (1') the structure exceeds the
twenty-five feet (25') in height.
78.55'
20,6'
20.0'