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LOT 1 <br />LOT 2 <br />LOT 5 <br />LOT 4 <br />LOT 3 <br />OUTLOT <br />A <br />BIOFILTRATION <br />BASIN <br />BOT: 944.10 <br />OUT: 945.60 <br />HWL: 948.31 <br />E <br />O <br />F <br />9 <br />4 <br />8 <br />. <br />8 <br />6 <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 />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=955.0 <br />FFE=956.0 <br />LFE=947.0 <br />GFE=949.5 <br />FFE=951.5 <br />LFE=942.5 <br />GFE=956.0 <br />FFE=957.0 <br />LFE=948.0 <br />946 <br />950948 <br />950 <br />950 <br />952 <br />95 <br />2 <br />948 <br />946 <br />946 <br />BOTHWLOUT <br />958 <br />956 <br />95 <br />4 <br />952 <br />950 <br />946944 <br />948 <br />9 <br />5 <br />0 <br />ORCHARD C <br />R <br />E <br />E <br />K <br /> <br />T <br />R <br />A <br />I <br />L <br />948.14 <br />948.86 <br />95 <br />0 <br />9 <br />5 <br />2 <br />946 948 <br />954952 <br />950 <br />9 <br />5 <br />4 <br />. <br />1 <br />951.2 <br />952.5 <br />949.0 <br />948.5 <br />948.5 <br />949 <br />. <br />5 <br />9 <br />5 <br />1 <br />. <br />3 <br />9 <br />5 <br />3 <br />. <br />1 <br />952.73 <br />HP <br />42 LF - 15" <br />RCP @ 0.95% <br />FES 100 <br />IE=941.2 <br />OCS 101 <br />SEE DETAIL <br />SHEET C9.01 <br />APPROXIMATE DRIVEWAY <br />GRADE BUILD = 5.3% <br />10% MAX. DRIVEWAY TO BE <br />BUILT WITH HOME <br />CONSTRUCTION <br />APPROXIMATE <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 />GRADE ROAD AND SHOULDER <br />TO DRAIN NORTH TO BASIN <br />8" DRAINTILE TYP. <br />SEE BIOFILTRATION BASIN <br />DETAIL SHEET C9.01 <br />T W:947.1 <br />BW:944.0 <br />T W:947.1 <br />BW:946.5 <br />TW:946.8 <br />BW:946.0 <br />TW:947.0 <br />BW:944.0 <br />TW:955.0 <br />BW:954.5 <br />TW:954.9 <br />BW:952.1 <br />T W:953.8 <br />BW:952.3 <br />TW:953.1 <br />BW:953.6 <br />CLEANOUT <br />(TYP.) <br />SEE DETAIL <br />SHEET C9.01 <br />SCALE IN FEET <br />0 12060 <br />NORTH <br /> Jun 09, 2021 - 2:38pm - User:jbalzer 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 <br />CREEK <br />ORONO, MN <br />JEB CJS <br />ETL <br />FINAL 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 />04/01/21 Final Plat <br />05/19/21 Final Plat City Comments <br />06/09/21 Stormwater Basin Update <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 <br />GUTTERS TO BE INSTALLED <br />TO COLLECT HOME <br />IMPERVIOUS RUNOFF AND <br />SHALL DRAIN TO FRONT <br />SIDE OF HOME. RUNOFF TO <br />BE CONVEYED W/ <br />APPROXIMATELY 220 LF OF <br />DRAINTILE @ 3.6% TO BE <br />BUILT WITH HOME <br />CONSTRUCTION <br />START IE= 956.0 APPROX <br />END IE=948.0 APPROX <br />GUTTERS TO BE INSTALLED <br />TO COLLECT HOME <br />IMPERVIOUS RUNOFF AND <br />SHALL DRAIN TO FRONT <br />SIDE OF HOME. RUNOFF TO <br />BE CONVEYED W/ <br />APPROXIMATELY 52 LF OF <br />DRAINTILE @ 3.8% TO BE <br />BUILT WITH HOME <br />CONSTRUCTION <br />START IE= 952.0 APPROX <br />END IE=950.0 APPROX <br />GUTTERS TO BE INSTALLED <br />TO COLLECT HOME <br />IMPERVIOUS RUNOFF AND <br />SHALL DRAIN TO FRONT <br />SIDE OF HOME. RUNOFF TO <br />BE CONVEYED W/ <br />APPROXIMATELY 215 LF OF <br />DRAINTILE @ 1.85% TO BE <br />BUILT WITH HOME <br />CONSTRUCTION <br />START IE= 952.0 APPROX <br />END IE=948.0 APPROX <br />GUTTERS TO BE INSTALLED TO <br />COLLECT HOME IMPERVIOUS <br />RUNOFF AND SHALL DRAIN TO <br />FRONT SIDE OF HOME. RUNOFF <br />TO BE CONVEYED W/ <br />APPROXIMATELY 305 LF OF <br />DRAINTILE @ 0.50% TO BE BUILT <br />WITH HOME CONSTRUCTION <br />START IE= 947.5 APPROX <br />END IE=946.0 APPROX <br />GUTTERS TO BE INSTALLED <br />TO COLLECT HOME <br />IMPERVIOUS RUNOFF AND <br />SHALL DRAIN TO FRONT <br />SIDE OF HOME. RUNOFF TO <br />BE CONVEYED W/ <br />APPROXIMATELY 835 LF OF <br />DRAINTILE @ 3.7% TO BE <br />BUILT WITH HOME <br />CONSTRUCTION <br />START IE= 979.0 APPROX <br />END IE=948.0 APPROX