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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 SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew 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.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.2CIVIL DETAILS............1OUTLET 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 = 910.50RIPRAP OUTLET / OVERFLOWN T SEARTH DIKE10:1 SIDESLOPES ONDITCH SIDESECTION A-AISOMETRIC VIEW3 FT MIN.TOP WIDTHL = 8 FT.2 FT MIN.VARIESWEIR CRESTINSTALL ENKAMAT PER MANUF. SPECIFICATIONSEARTH BERMEARTH DIKEFLOWFLOWF <br />LOW <br />SEE GRADIGN PLAN FORBASIN DEPTHGROUND LINE /BASIN BOTTOMENKAMAT OR APPROVEDALTERNATEREINFORCED TURF MATTINGEXTEND ENKAMAT PER RCWDDIRECTION. NEED TO PREVENTEROSION WITHOUTREMOVING VOLUME FROM DITCH2NOTE: DO NOT INSTALL OUTLET PIPE, FES ORRIPRAP WITHIN CREEK CHANNEL BOTTOM, FIELDADJUST IF NEEDED. VERIFY LOCATION WITHENGINEER IN THE FIELD PRIOR TO INSTALLATION