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SCALE IN FEET0 200100ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC6.00OVERALLUTILITY PLANLEGENDEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSDSSFUTURE1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO ORTAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANYADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THEPUBLIC ARE THE LIABILITY OF CONTRACTOR.1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEETBETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING,STORM AND SANITARY) CROSSINGS.2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.2.2. ALL SANITARY SEWER TO BE PVC SDR-35 OR PVC SDR-26, UNLESS NOTED OTHERWISE.2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SDR 26 CONFORMING TO ASTMD2665.2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAINJOINTS PER CITY STANDARDS.2.4. FLEX-A-MAT OR APPROVED EQUAL SHALL BE USED AT ALL FLARED END OUTLETS.3. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELYRESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTIONPHASES OF THIS PROJECT.4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOBSITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THISREQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTYOF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'SPERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETYMEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.5. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BERESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THESOD.6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCHAS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.7. ALL TRENCH COMPACTION TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED ASREQUIRED BY THE GEOTECHNICAL ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITHTHE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED TRENCH COMPACTION TESTS AND GEOTECHNICAL INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:COMPANY: HAUGO GEOTECHNICALADDRESS: 13570 GROVE DRIVE #278, MAPLE GROVE, MN 55311PHONE: 651-544-4829DATED: 6/6/2016CONTRACTOR SHALL OBTAIN A COPY OF THIS GEOTECHNICAL REPORT.8. CONTRACTOR SHALL SUBMIT A COPY OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURESTO THE ENGINEER (ERIC LUTH, ELUTH@SAMBATEK.COM). CONTRACTOR SHALL ALLOW 5 WORKING DAYSFOR SHOP DRAWING REVIEW.9. DO NOT INSTALL ROD EXTENSIONS IN ANY OF THE VALVE BOXES.UTILITY CONSTRUCTION NOTESSEE SHEET C6.01SEE SHEET C6.02SEE SHEET C6.03