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07-12-2021 Council Packet
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07-12-2021 Council Packet
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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 />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 />BOTHWLOUTORCHARD C <br />R <br />E <br />E <br />K <br /> <br />T <br />R <br />A <br />I <br />L <br />A <br />2 <br />4 <br />' <br />R40 <br />' <br />952.73 <br />HP <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 />5 <br />0 <br />' <br /> <br />R <br />O <br />W <br />LONG LAKE CREEK <br />C <br />B <br />A <br />A <br />A <br />A <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-C3-SITE.dwg <br />C3.01 <br />SITE 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 QUALITY LEVEL WAS DETERMINED <br />ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING <br />SUBSURFACE UTILITY DATA." THE 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 MINNESOTA). THE CONTRACTOR AND/OR <br />SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO <br />EXACTLY LOCATE AND PRESERVE 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 WITH THE LOCATION, SIZE, INVERT <br />AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED <br />IMPROVEMENTS SHOWN ON THE PLANS. <br />AREA <br />GROSS SITE AREA <br />LESS OUTLOT A <br />NET SITE AREA <br />LOT SUMMARY <br />AVERAGE LOT SIZE <br />MINIMUM LOT SIZE <br />MAXIMUM LOT SIZE <br />NUMBER OF LOTS <br />OUTLOTS <br />SETBACKS <br />FRONT YARD <br />REAR YARD <br />SIDE YARD <br />ZONING <br />EXISTING ZONING <br />PROPOSED ZONING <br />1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. <br />2.ALL DIMENSIONS SHOWN ARE TO THE EDGE OF BITUMINOUS TO EDGE OF BITUMINOUS UNLESS <br />OTHERWISE NOTED. <br />3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER <br />DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER <br />IN” CURB. COORDINATE WITH GRADING CONTRACTOR. <br />4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. <br />5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. <br />6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF <br />EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE <br />LOCATIONS. <br />7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS <br />8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT <br />POLE. <br />9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. <br />10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE <br />OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE <br />MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% <br />(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA <br />ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY <br />THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS <br />THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. <br />11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. <br />12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. <br />LEGEND <br />EASEMENT <br />CURB & GUTTER <br />BUILDING <br />RETAINING WALL <br />SAWCUT LINE <br />NUMBER OF PARKING <br />STALLS PER ROW <br />SIGN <br />PIPE BOLLARD <br />STANDARD DUTY <br />ASPHALT PAVING <br />PROPERTY LIMIT <br />EXISTINGPROPOSED <br />KEY NOTE <br />DEVELOPMENT SUMMARY <br />DEVELOPMENT NOTES <br />KEY NOTES <br />WETLAND LIMITS <br />TREELINE <br />A.POSSIBLE FUTURE HOME AND DRIVEWAY LOCATION <br />B.EXISTING EASEMENT TO BE VACATED <br />C.PROPOSED EASEMENT <br />1,726,598 SF 39.64 AC <br />40,550 SF 0.93 AC <br />1,686,043 SF 38.71 AC <br />1,674,911 SF 38.45 AC <br />91,935 SF 2.11 AC <br />728,385 SF 16.72 AC <br />5 <br />1 <br /> 35 FEET <br /> 20 FEET <br /> 20 FEET <br /> RR-1B (ONE FAMILY RURAL RESIDENTIAL) <br /> RR-1B (ONE FAMILY RURAL RESIDENTIAL) <br />XX <br />XX <br />PAVEMENT BY OTHERS <br />(SEE ARCHITECTURAL <br />PLANS) <br />WBPWETLAND BUFFER SIGN
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