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LOT 1 <br />LOT 2 <br />LOT 5 <br />LOT 4 <br />LOT 3 <br />OUTLOT <br />A <br />INFILTRATION <br />BASIN <br />BOT: 941.70 <br />OUT: 942.50 <br />HWL: 944.79 <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 />SCALE IN FEET <br />0 12060 <br />NORTH <br /> Jul 22, 2020 - 11:36am - User:Csyverson L:\PROJECTS\20658.03\CAD\Civil\Sheets\20658.03-C6-UTIL.dwg <br />C6.01 <br />OVERALL <br />UTILITY 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 />1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE <br />"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF <br />MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE <br />SPECIFICATIONS. <br />1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. <br />1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO <br />OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE <br />CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF <br />SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. <br />1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET <br />BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN <br />(BUILDING, STORM AND SANITARY) CROSSINGS. <br />2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. <br />2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. <br />2.2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. <br />2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO <br />ASTM D2665. <br />2.3.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT <br />GASKETS, UNLESS NOTED OTHERWISE. <br />2.3.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 <br />CONFORMING TO ASTM D2665. <br />2.4.RIP RAP SHALL BE Mn/DOT CLASS 3. <br />3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH <br />MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. <br />4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE <br />TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. <br />5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT <br />PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD <br />SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE <br />CONSTRUCTION PHASES OF THIS PROJECT. <br />6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION <br />PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE <br />JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. <br />THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. <br />THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF <br />CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF <br />CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. <br />7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION <br />SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED <br />BENEATH THE SOD. <br />8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES <br />SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE <br />MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO <br />APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. <br />9.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE <br />PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE <br />SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF <br />THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS <br />TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. <br />A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: <br />COMPANY: ___________________________________________ <br />ADDRESS: ____________________________________________ <br />PHONE: _______________________________________________ <br />DATED: _______________________________________________ <br />CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. <br />10.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN <br />STRUCTURES TO ______________. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING <br />REVIEW. <br />11.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR <br />EACH STORM SEWER STRUCTURE. <br />12.FUTURE HOMES TO HAVE WELLS ON THE LOT. <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 />UTILITY CONSTRUCTION NOTES <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.