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WBPWBPWBPWBPWBPWBP947.59HP16+57.7811+0012+0013+0014+0015+0016+00940.55HP938.75LP0+001+002+003+004+005+00939.7940.2940.2939.2938.9939.9939.7940.6939.7939.4935.06LP6+23.651+002+003+004+005+006+00938.8944.8942.8940.2937.5935.3935.6938.2943.8941.5938.8936.2935.1936.7937.71LP-0+001+002+003+004+005+006+007+008+00941.4940.4939.3938.3938.7939.7940.7941.8940.9939.9938.8937.8938.2939.2 940.2941.2942.8939.34HP937.02LP929.28LP4+005+006+007+008+009+0010+0011+00 <br />12+0 <br />0 13+0014+00939.5938.4937.3937.4938.4939.3938.0933.9 <br />930.3 929.3931.2938.9937.8937.0937.9938.9939.1936.1 <br />931.8 929.4929.9DRY BASIN 7BTM:930.5-931.0OUT:931.0HWL:933.2EOF:934.5WETLAND BUFFERSIGN (TYP)WETLAND BUFFERSIGN (TYP)943.3944.1945.4946.7947.6945.9943.89946.1947.4947.0944.9WETLAND 2 DELINEATED BYSAMBATEK 04/2016BOTOUTHWL152153156157171721174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217219220221222223224225226227238239240241242243244245246247248335340341367+0018+0019+0020+0021+0022+0023+0024+0025+0026+005.8944.7943.2942.6942.1941.6941.1940.6940.1939.2945.5943.9942.8942.4941.8941.4940.8940.4939.6938.8937.30LP937.30LP0+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 930.5APPROX917.0190TH AVE. NW190TH LANE NWGRANT STREET NW <br />IVANHOE STREETIVANHOE DRIVE NWJOHNSON STREET NWC4.02EXISTING GRADING 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. THISQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARDGUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONEFOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THEENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BEBACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C4-GRDE.dwg, 12/1/2016 10:09:41 AM, 576, DWG To PDF.pc3, 1:1