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LOT 2 <br />LOT 4 A <br />30' Wetland Buffer <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 />SMH 17 (48") <br />RE=968.89 <br />BLD=8.0' <br />IE=960.99 SW <br />IE=960.89 NE <br />SMH 18 (48") <br />RE=955.81 <br />BLD=10.8' <br />IE=947.00 SW <br />IE=945.00 N <br />SMH 5 (48") <br />RE=951.36 <br />BLD=11.5' <br />IE=940.00 SW <br />IE=943.14 SE <br />IE=941.08 S <br />IE=939.90 N <br />CLEANOUT <br />RE=958.92 <br />BLD=14.5' <br />IE=944.41 SE <br />IE=944.41 NW <br />CLEANOUT <br />RE=949.28 <br />BLD=8.1' <br />IE=941.19 SW <br />IE=941.19 NE <br />46 L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> PV <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />60 L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> PV <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />90 <br /> <br />L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> P <br />V <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />63 <br /> <br />L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> P <br />V <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />253 <br /> <br />L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> PV <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />3 <br />. <br />9 <br />5 <br />% <br />222 <br /> <br />L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> PV <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />6 <br />. <br />2 <br />5 <br />% <br />19 <br />6 <br /> <br />L <br />F <br /> <br />- <br /> <br />4 <br />" <br /> P <br />V <br />C <br /> <br />S <br />C <br />H <br /> <br />4 <br />0 <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />4" SANITARY SERVICE <br />IE=946.20 NW <br />4" SANITARY SERVICE <br />IE=942.10 NE <br />4" SANITARY SERVICE <br />IE=971.00 NE <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 />SCALE IN FEET <br />0 #### <br />NORTH <br /> Jul 22, 2020 - 11:36am - User:Csyverson L:\PROJECTS\20658.03\CAD\Civil\Sheets\20658.03-C6-UTIL.dwg <br />C6.03 <br />UTILITY PLAN - <br />SOUTH <br />TELEPHONE <br />ELECTRIC <br />GAS LINE <br />EASEMENT <br />WATERMAIN <br />SANITARY SEWER <br />EXISTINGPROPOSED <br />STORM SEWER <br />CURB & GUTTER <br />DRAINTILE <br />D <br />S S <br />LEGEND <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY <br />LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR <br />THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR <br />SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING <br />WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR <br />AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE <br />OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND <br />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 WITHOUT <br />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.