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C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he <br />C onsultant . With t he Cons ultant's appr oval, ot hers may be <br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Plotted: 08 /04 / 2022 5:42 PMW:\2022\22012\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />XCEL HUGO - <br />TRAINING <br />FACILITY <br />13620 Fenway Blvd N, Hugo, MN <br />55038 <br />XCEL ENERGY <br />414 NICOLLET MALL, <br />MINNEAPOLIS, MN 55401 <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Todd W. McLouth - PE <br />20383 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.22012 <br />JJD <br />HW <br />TWM <br />08/05/22 <br />08/05/22 PRELIM CITY SUBMITTAL <br />C3-1 <br />C8-1 to C8-3 <br />C1-1 EXISTING CONDITIONS <br />C4-1 <br />C2-1 <br />L2-1 <br />L3-1 <br />GRADING PLAN <br />CIVIL DETAILS <br />UTILITY PLAN <br />SITE PLAN <br />LANDSCAPE DETAILS <br />LANDSCAPE PLANS <br />C1-2 DEMOLITION PLAN <br />C3-2 SWPPP PLAN <br />C3-3 SWPPP NOTES <br />L1-1 TREE INVENTORY <br />CIVIL DETAILS <br />C8-3 <br />OUTLET <br />48" <br />12" MIN. <br />DOGHOUSES SHALL BE GROUTED <br />BOTH ON THE INSIDE AND <br />OUTSIDE OF THE STRUCTURE. <br />PRECAST MANHOLE <br />SECTIONS <br />PROVIDE 14" PLATE <br />WITH LOCKING <br />CLASP & 12" PAD <br />LOCK HOLE. <br />920.0 <br />GALVANIZED GRATE <br />(SPLIT) 4"X4" OPENINGS <br />POND 1 <br />OUTLET CONTROL <br />STRUCTURE - WEIR/ORIFICE <br />INLET <br />PRECAST BASE SLAB <br />HIGH WATER LEVEL - <br />(EMERGENCY OVERFLOW) <br />930.0 <br />1 <br />4 <br />6" <br />927.5 <br />TOP OF WEIR <br />ELEVATION <br />WEIR TO BE REINFORCED WITH AT <br />LEAST #4 REBAR, 12" ON CENTER. <br />ORIFICE OPENING SIZE - 6"Ø <br />INVERT ELEVATION - 924.0 <br />WEIR/ORIFICE <br />TOP OF WEIR <br />ELEVATION - 927.5 <br />ORIFICE OPENING <br />SIZE - 6" Ø <br />INVERT ELEVATION <br />924.0 <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4318 <br />INVERT <br />ELEVATION <br />919.0 <br />12" PIPE <br />12" PIPE <br />MPCA TYPE C <br />BIOFILTRATION MIX <br />6" NON-PERFORATED <br />HDPE DRAINTILE <br />INV=A1 <br />TOP OF WEIR <br />ELEV=F <br />6" PERFORATED HDPE <br />DRAINTILE <br />OUTLET CONTROL STRUCTURE <br />(SEE DETAIL) <br />MPCA TYPE C <br />BIOFILTRATION MIX <br />IN SITU SOILS <br />6" DRAINTILE <br />INV=A <br />6" DRAINTILE <br />POND FILTRATION BENCH DETAIL <br />POND & FILTRATION BENCH ELEVATION TABLE <br />A B C D E F <br />918.0922.0 924.0 922.5 922.5926.9 264'264' <br />G1 G2 H1 H2 <br />920.0 927.5 <br />6" DRAINTILE <br />PLUG <br />INV=G2 <br />6" DRAINTILE <br />PLUG <br />INV=G1 <br />A1 <br />921.0 <br />COMPACTED IN-SITU <br />CLAY <br />INV. 5" DIA. ORIFICE=I <br />924.4 <br />I <br />D-NWL <br />OUTLET <br />48" <br />12" MIN. <br />DOGHOUSES SHALL BE GROUTED <br />BOTH ON THE INSIDE AND <br />OUTSIDE OF THE STRUCTURE. <br />PRECAST MANHOLE <br />SECTIONS <br />PROVIDE 14" PLATE <br />WITH LOCKING <br />CLASP & 12" PAD <br />LOCK HOLE. <br />919.0 <br />NORMAL <br />WATER <br />ELEVATION <br />GALVANIZED GRATE <br />(SPLIT) 4"X4" OPENINGS <br />POND 2 <br />OUTLET CONTROL <br />STRUCTURE - WEIR/ORIFICE <br />INLET <br />PRECAST BASE SLAB <br />HIGH WATER LEVEL - <br />(EMERGENCY OVERFLOW) <br />921.0 <br />1 <br />4 <br />6" <br />920.6 <br />TOP OF WEIR <br />ELEVATION <br />WEIR TO BE REINFORCED WITH AT <br />LEAST #4 REBAR, 12" ON CENTER. <br />ORIFICE OPENING SIZE - 5"Ø <br />INVERT ELEVATION - 919.0 <br />WEIR/ORIFICE <br />TOP OF WEIR <br />ELEVATION - 920.6 <br />ORIFICE OPENING <br />SIZE - 5" Ø <br />INVERT ELEVATION <br />919.0 <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4318 <br />INVERT <br />ELEVATION <br />916.0 <br />12" PIPE <br />12" PIPE <br />6" DT - 1021.0 <br />LOUCKS <br />LOUCKS