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WBPWBPWBPWBPWBPWBPW947.59HP16+57.7811+0012+0013+0014+0015+0016+00940.55HP938.75LP0+001+002+003+004+00935.06LP6+23.651+002+003+004+005+006+00937.71LP-0+001+002+003+004+005+006+00 7+008+00939.34HP937.02LP929.28LP5+006+007+008+009+0010+0011+00 <br />12+0 <br />0 13+0014+00DRY BASIN 7BTM:930.5-931.0OUT:931.0HWL:933.2EOF:934.5WETLAND BUFFERSIGN (TYP)WETLAND BUFFERSIGN (TYP)WETLAND 2 DELINEATED BYSAMBATEK 04/2016BOTOUTHWL15615717217617717817918018118218318418518618718818919019119219319419519619719819920020120220320420520620720820921021121221321421521621721821922022122222322422522622723823924024124224324424524624724833433533934034117+0018+0019+0020+0021+0022+0023+0024+0025+0026+00937.30LP937.30LP0+001+002+003+003+56.62???937.5937.8939.2938.3937.3938.5???HWL10'10'1:1SUBCUT TO SAND10'X10' SUBCUT AT SAND1:1 SIDE SLOPE TO 930.5APPROX917.08" WM8" WM 8" WM8" WM190TH AVE. NW190TH LANE NWGRANT STREET NW <br />IVANHOE STREETIVANHOE DRIVE NWJOHNSON STREET NWC5.02PRELIMINARY UTILITY PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVELWAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORSSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTINGTHE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTORAGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HERFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITHTHE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUTAPPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIFUTURE PHASE