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Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.2CIVIL DETAILS. .. .. .. .. .. . <br />6"PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH6"4"6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD(USE 2-2" THICKBOARDS). MASTIC ALLJOINTSEXTEND INSULATIONBOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADEDIA DIA + 3'UTILITY PIPE12OUTLET CONTROL STRUCTUREN T SHOT-DIPPED GALVANIZEDGRATE IN TWO SECTIONSMINIMUM6 CUBIC YARDSCLASS-3 RIP-RAPPROVIDE 4-1/2" SSANCHOR BOLTSWITH CLIPS1/8"x1"-2" O.C.1/8" BARS-3" O.C.OUTLETPIPEMONOLITHIC BOTTOMCL-5 AGGREGATEAS DIRECTEDBY ENGINEERCONCRETE SECTIONPRECAST REINFORCEDASTM C-478 NOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL ENGINEERAPPROVES SHOP DRAWINGS.2. CONTRACTOR IS RESPONSIBLE FOR CLEANING PONDOUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE.3. PLACE GEOTEXTILE BLANKET UNDER ALL RIPRAP."W" *WALL CONSTRUCTION SHALLBE CLASS II PRECAST PIPE,MNDOT STANDARD PLATENO. 3000L6"W60"O.D.48"I.D.* MNDOT STANDARD PLATE NO. 3000L*** MNDOT STANDARD PLATE NO. 4011E"O.D.""I.D."ALL DOGHOUSES SHALLBE GROUTED ON INSIDEAND OUTSIDE. ALLGROUTING SHALL BE WITHNON-SHRINKING CEMENT.18" ORIFICEINV.=909.00INV.=909.00WEIR WALLINV NOTCH / NWL=911.50INV TOPWEIR WALL913.50INV.=913.50INV 914.00INV. STRUCTURE=909.00TOP 18" ORIFICE = 910.50