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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 />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 />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 />2 <br />4 <br />' <br />R40 <br />' <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 />STA -1+00 TO 8+50 <br />ORCHARD CREEK TRAIL <br />940 <br />945 <br />950 <br />955 <br />960 <br />965 <br />970 <br />940 <br />945 <br />950 <br />955 <br />960 <br />965 <br />970 <br />-0+50 0+00 <br />95 <br />1 <br />. <br />2 <br />95 <br />1 <br />. <br />2 <br />4 <br />0+50 <br />95 <br />2 <br />. <br />3 <br />95 <br />2 <br />. <br />3 <br />8 <br />1+00 <br />95 <br />2 <br />. <br />3 <br />95 <br />2 <br />. <br />5 <br />1 <br />1+50 <br />95 <br />0 <br />. <br />4 <br />95 <br />0 <br />. <br />6 <br />6 <br />2+00 <br />94 <br />7 <br />. <br />9 <br />94 <br />9 <br />. <br />0 <br />4 <br />2+50 <br />94 <br />5 <br />. <br />5 <br />94 <br />8 <br />. <br />5 <br />0 <br />3+00 <br />94 <br />4 <br />. <br />7 <br />94 <br />8 <br />. <br />5 <br />0 <br />3+50 <br />94 <br />4 <br />. <br />9 <br />94 <br />8 <br />. <br />5 <br />0 <br />4+00 <br />94 <br />5 <br />. <br />4 <br />94 <br />8 <br />. <br />5 <br />1 <br />4+50 <br />94 <br />5 <br />. <br />9 <br />94 <br />8 <br />. <br />8 <br />0 <br />5+00 <br />94 <br />4 <br />. <br />9 <br />94 <br />9 <br />. <br />5 <br />4 <br />5+50 <br />94 <br />5 <br />. <br />8 <br />95 <br />0 <br />. <br />4 <br />4 <br />6+00 <br />94 <br />6 <br />. <br />7 <br />95 <br />1 <br />. <br />3 <br />4 <br />6+50 <br />94 <br />9 <br />. <br />0 <br />95 <br />2 <br />. <br />2 <br />4 <br />7+00 <br />95 <br />0 <br />. <br />5 <br />95 <br />3 <br />. <br />1 <br />4 <br />7+50 <br />95 <br />0 <br />. <br />7 <br />95 <br />4 <br />. <br />0 <br />4 <br />8+00 <br />2.28%1.80%-4.3 <br />2 <br />% <br />0.00% <br />PV <br />I <br /> <br />S <br />T <br />A <br /> <br />= <br /> <br />0 <br />+ <br />0 <br />0 <br />. <br />0 <br />0 <br />PV <br />I <br /> <br />E <br />L <br />E <br />V <br /> <br />= <br /> <br />9 <br />5 <br />1 <br />. <br />2 <br />4 <br />PV <br />I <br /> <br />S <br />T <br />A <br /> <br />= <br /> <br />7 <br />+ <br />5 <br />3 <br />. <br />5 <br />6 <br />PV <br />I <br /> <br />E <br />L <br />E <br />V <br /> <br />= <br /> <br />9 <br />5 <br />4 <br />. <br />1 <br />0 <br />PVI STA:2+00.00 <br />PVI ELEV:948.50 <br />K:23.13 <br />LVC:100.00 <br />BV <br />C <br />S <br />: <br /> <br />1 <br />+ <br />5 <br />0 <br />. <br />0 <br />0 <br />BV <br />C <br />E <br />: <br /> <br />9 <br />5 <br />0 <br />. <br />6 <br />6 <br />EV <br />C <br />S <br />: <br /> <br />2 <br />+ <br />5 <br />0 <br />. <br />0 <br />0 <br />EV <br />C <br />E <br />: <br /> <br />9 <br />4 <br />8 <br />. <br />5 <br />0 <br />LP STA:2+50 <br />LP ELEV:948.50 <br />PVI STA:4+42.05 <br />PVI ELEV:948.50 <br />K:55.63 <br />LVC:100.00 <br />BV <br />C <br />S <br />: <br /> <br />3 <br />+ <br />9 <br />2 <br />. <br />0 <br />5 <br />BV <br />C <br />E <br />: <br /> <br />9 <br />4 <br />8 <br />. <br />5 <br />0 <br />EV <br />C <br />S <br />: <br /> <br />4 <br />+ <br />9 <br />2 <br />. <br />0 <br />5 <br />EV <br />C <br />E <br />: <br /> <br />9 <br />4 <br />9 <br />. <br />4 <br />0 <br />LP STA:3+92.05 <br />LP ELEV:948.50 <br />PVI STA:0+89.50 <br />PVI ELEV:953.28 <br />K:11.15 <br />LVC:73.63 <br />BV <br />C <br />S <br />: <br /> <br />0 <br />+ <br />5 <br />2 <br />. <br />6 <br />8 <br />BV <br />C <br />E <br />: <br /> <br />9 <br />5 <br />2 <br />. <br />4 <br />4 <br />EV <br />C <br />S <br />: <br /> <br />1 <br />+ <br />2 <br />6 <br />. <br />3 <br />1 <br />EV <br />C <br />E <br />: <br /> <br />9 <br />5 <br />1 <br />. <br />6 <br />9 <br />HP STA:0+78.08 <br />HP ELEV:952.73 <br />SCALE IN FEET <br />0 12060 <br />NORTH <br /> Jun 09, 2021 - 2:40pm - User:jbalzer L:\PROJECTS\20658.03\CAD\Civil\Sheets\20658.03-C8-STREET.dwg <br />---- <br />C3.01 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 />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 />WETLAND LIMITS <br />TREELINE <br />XX <br />XX <br />PAVEMENT BY OTHERS <br />(SEE ARCHITECTURAL <br />PLANS) <br />WBPWETLAND BUFFER SIGN
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