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LOT 1 <br />LOT 2 <br />LOT 5 <br />LOT 4 <br />LOT 3 <br />OUTLOT <br />A <br />946 <br />9 <br />4 <br />9 <br />94 <br />9 <br />944 <br />INFILTRATION <br />BASIN <br />BOT: 941.70 <br />OUT: 942.50 <br />HWL: 944.79 <br />E <br />O <br />F <br />9 <br />4 <br />6 <br />. <br />0 <br />100' Principal <br />Structure Setback <br />from Long Lake <br />Creek <br />20' Wetland Buffer <br />30' Wetland Buffer <br />30' Wetland Buffer <br />950 <br />948 <br />945 <br />942 <br />945 <br />94 <br />8 <br />95 <br />0 <br />95 <br />5 <br />95 <br />8 <br />95 <br />1 <br />945 <br />955952948 <br />945 <br />950 <br />945 <br />9 <br />5 <br />0 <br />949 <br />947 <br />9 <br />5 <br />2 <br />96 <br />0 <br />947 <br />946 <br />95 <br />0 <br />94 <br />7 <br />9 <br />5 <br />0 <br />9 <br />5 <br />1 <br />BOTOUTHWL <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBPWBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />WBP <br />GFE=982.0 <br />FFE=983.0 <br />LFE=974.0 <br />GFE=958.0 <br />FFE=959.0 <br />LFE=950.0 <br />GFE=953.5 <br />FFE=954.5 <br />LFE=945.5 <br />GFE=948.5 <br />FFE=950.5 <br />LFE=941.5 <br />GFE=956.0 <br />FFE=957.0 <br />LFE=948.0 <br />9 <br />5 <br />2 <br />. <br />1 <br />951.2 <br />952.3 <br />947.4 <br />945.8 <br />947.2 <br />948 <br />. <br />6 <br />9 <br />5 <br />0 <br />. <br />0 <br />9 <br />5 <br />1 <br />. <br />4 <br />952.60 <br />HP <br />945.57 <br />LP <br />34 LF - 18" <br />RCP @ 3.8% <br />FES 100 <br />IE=941.2 <br />FES 101 <br />IE=942.5 <br />E <br />O <br />F <br />9 <br />4 <br />6 <br />. <br />0 <br />APPROXIMATE DRIVEWAY <br />GRADE BUILD = 5.3% <br />10% MAX. DRIVEWAY TO BE <br />BUILT WITH HOME <br />CONSTRUCTIONAPPROXIMATE <br />DRIVEWAY <br />GRADE BUILD = 2.0% <br />10% MAX. DRIVEWAY TO <br />BE BUILT WITH HOME <br />CONSTRUCTION <br />APPROXIMATE DRIVEWAY <br />GRADE BUILD = 2.0% <br />10% MAX. DRIVEWAY TO BE BUILT <br />WITH HOME CONSTRUCTION <br />APPROXIMATE DRIVEWAY <br />GRADE BUILD = 8.0% <br />10% MAX. <br />APPROXIMATE <br />DRIVEWAY <br />GRADE BUILD = VARIES <br />10% MAX. DRIVEWAY TO <br />BE BUILT WITH HOME <br />CONSTRUCTION <br />SCALE IN FEET <br />0 12060 <br />NORTH <br /> Jul 22, 2020 - 11:35am - User:Csyverson L:\PROJECTS\20658.03\CAD\Civil\Sheets\20658.03-C4-GRADE.dwg <br />C4.01 <br />OVERALL <br />GRADING PLAN <br />Project <br />Location <br />Date Submittal / RevisionNo. <br />Certification <br />Sheet Title <br />Summary <br />Revision History <br />Sheet No.Revision <br />Project No. <br />By <br />Designed:Drawn: <br />Approved:Book / Page: <br />Phase:Initial Issue: <br />Client <br />GORDON <br />JAMES <br />CONSTRUCTION <br />5159 MAIN STREET SUITE 200 <br />MAPLE PLAIN, MN 55359 <br />ORCHARD HILL <br />OF ORONO <br />ORONO, MN <br />JEB CJS <br />ETL <br />PRELIMINARY 04/22/2020 <br />20658.03 <br />Registration No.Date: <br />I hereby certify that this plan, specification or <br />report was prepared by me or under my direct <br />supervision and that I am a duly licensed <br />professional ENGINEER under the laws of the state <br />of Minnesota. <br />If applicable, contact us for a wet signed copy of this <br />plan which is available upon request at Sambatek's, <br />Minnetonka, MN office. <br />04/22/202050475 <br />Eric T. Luth <br />04/22/20 City Submittal <br />05/01/20 MCWD Submittal <br />05/04/20 City Resubmittal <br />07/22/20 City Resubmittal <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS <br />QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD <br />GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE <br />CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES <br />BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR <br />MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND <br />ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE <br />ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER <br />WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED <br />WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT <br />WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. <br />902.5 <br />X <br />902 <br />SPOT ELEVATION <br />CONTOUR <br />RIP RAP <br />OVERFLOW ELEV. <br />CURB & GUTTER <br />BUILDING <br />RETAINING WALL <br />PROPERTY LIMIT <br />EXISTINGPROPOSED <br />LEGEND <br />WETLAND LIMITS <br />TREELINE <br />STORM SEWER <br />SOIL BORINGS <br />DRAINTILE <br />EOF <br />902.5 <br />D <br />LIMITS OF DISTURBANCE