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SCALE IN FEET0 10050 Jan 29, 2018 - 3:37pm - User:mquach L:\PROJECTS\20460.05\CAD\Civil\Sheets\20460.05 - C5-EROS.dwgC5.02EROSIONCONTROLPHASE IIProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDIRECTION OFOVERLAND FLOWLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCELIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THESWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILEDWITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDINGTHE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDEADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPSDESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICEOF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLANSHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER,TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTIONREQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.EROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCE LINEAR FEET 1259CONSTRUCTION ENTRANCEUNIT4INLET PROTECTION DEVICE (IP-1)UNIT18INLET PROTECTION DEVICE (IP-2)UNIT16INLET PROTECTION DEVICE (IP-3)UNIT4SILT DIKELEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE 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 WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSINLET PROTECTION DEVICE 3