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DescriptionRev.DateUPPER 33RD STREETTOWNHOUSEDEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12226050TJRMJW01.06.233524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226050 - Upper 33rd Street Townhouse Development (Element)\C. Design\Drawing Files\12226050 - C500 Details.dwgLarsonEngineering, Inc.Project Title:ELEMENTDESIGN-BUILD1110 RAYMOUND AVENUE, UNIT 3ST. PAUL, MN 55108Client:Matthew J. Woodruff, P.E.Date: Lic. No.:01.06.23I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTIONSheet:DETAILSC501NOT TO SCALERESIDENTIAL DRIVEWAY DETAIL1C501SLOPETODRAINNYLOPLASTDUCTILEIRONPER PLANNOT TO SCALEINLINE DRAIN DETAIL (TURF)2C501NYLOPLAST PEDESTRIANMODEL H-10 GRATEDUCTILE IRON GRATENYLOPLAST 12" x 8"INLINE DRAIN8" PVC PIPETEE / ELBOWVARIABLE1'-4"VARIABLE4'-0" TYPICAL5"NOT TO SCALEMANHOLE DETAILOUTLET CONTROL STRUCTURE3C501SECTION8"PLANNEENAH R-1642, TYPE B LID(STMH, SOLID CLOSED, ROUND)MANHOLE STEPS SHALL BE PLACEDSO THAT OFFSET HOLE IN TOP SLABIS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWEDMINIMUM OF 2, MAXIMUM OF 5CONCRETE ADJUSTMENT RINGS WITH FULLBED OF MORTAR BETWEEN EACH ANDA 4" COLLAR ON THE OUTSIDE. NO SHIMSOF ANY MATERIAL ALLOWED.INSTALL NEW EXTERNAL CHIMNEY SEAL.6" PRECAST REINFORCED CONCRETE SLAB.SEAL WITH 2 BEADS OF RAM-NEK.ALL JOINTS IN MANHOLE TO HAVE'O' RING RUBBER GASKETS.PRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PRECAST CONCRETE SECTIONWEIR WALL(SEE DETAILS TO RIGHT)PIPE SHALL BE CUT OUT FLUSHWITH INSIDE FACE OF WALL.WATERTIGHT CONNECTION(BOOT/GROUT RING, TYPICAL)MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASETHICKNESS 1" FOR EVERY 4' OF DEPTH GREATER THAN 14',AND REINFORCE WITH #4 REBAR @ 8" E.W.TOP WEIR: 930.00INV: 927.75INV: 925.504" Ø ORIFICE3.5" Ø ORIFICESOUTH SYSTEMWEIR WALL DETAIL(NOT TO SCALE)TOP WEIR: 928.25INV: 927.00INV: 925.506" Ø ORIFICE3" Ø ORIFICENORTH SYSTEMWEIR WALL DETAIL(NOT TO SCALE)NOT TO SCALEPIPE STORAGE DETAILUNDERGROUND4C501BACKFILL WITH APPROVED ONSITE SOILSNON-PERFORATED PIPE(SIZE PER UTILITY PLAN)