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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