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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:DETAILSC50090° PVC. BEND6" PVCDOWNSPOUTCONNECT PVC PIPE (SEEPLAN FOR SIZES) TO NEWCATCH BASIN AS SHOWNON PLANREMOVE EXISTING ELBOW &CONNECT 6" PVC TOGUTTER DOWNSPOUTNOT TO SCALECONNECTION DETAILROOF DRAIN4C500NOT TO SCALEPAVEMENT SECTIONLIGHT-DUTY BITUMINOUS1C500EXISTING SUBGRADE SOILNEW 6" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSNOT TO SCALECURB & GUTTER DETAILB612 CONCRETE2C500EXISTING SUBGRADE SOIL6"12"13.5"6"7"6"BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"TIP OUT GUTTER AS NEEDEDNOT TO SCALECONSTRUCTION DETAILCONCRETE SIDEWALK3C500NEW 4" PORTLAND CEMENT CONCRETENEW 6" BASEAGGREGATEAPPROVED SUBGRADE SOILMIN. 6" OF 1" TO2" DIA ROCK.MNDOT STANDARDSPECIFICATION 3733 TYPE VPERMEABLE GEOTEXTILEFABRIC BENEATH ROCK30' MINIMUMHARD SURFACEPUBLIC ROAD18" MIN. HIGH CUT-OFF BERM TOMINIMIZE SILT RUNOFF FROM SITE.VARIES:FULL WIDTH OF EXISTINGDRIVEWAY OPENING OR20' MIN. WIDTH.NOT TO SCALEROCK CONSTRUCTION ENTRANCE7C500ENGINEERING FABRICWIRE MESH REINFORCEMENT(OPTIONAL)METAL, WOOD POST, OR STAKE.8' MAX. SPACING, 2' INTO GROUND.NATURAL SOILDIRECTIONOF RUNOFFNOT TO SCALEINSTALLATION DETAILSILT FENCE8C500NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESHWITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.FABRIC ANCHORAGETRENCH. BACKFILL WITHTAMPED NATURAL SOILREUSABLE400 MICRONFILTER BAG INEACH BASKETNOT TO SCALE PROTECTION DEVICEINFRASAFE INLET6C500SIDE VIEWFRONT VIEW(OR EQUAL)VARIABLE1'-4"VARIABLE5" MIN.NOT TO SCALEMANHOLE DETAILCATCH BASIN5C500SECTION8"PIPEDIA.PLANPRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE FRAME & COVER:NEENAH R-3067, TYPE L GRATE (CURB INLET)NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, ROUND)*UNLESS OTHERWISE NOTEDMANHOLE STEPS SHALL BE PLACEDSO THAT OFFSET HOLE IN TOP SLABIS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWEDGRADE 1" BELOW 10' TRANSITION.MINIMUM 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.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PRECAST CONCRETE SECTION8" PRECAST SEGMENTAL CONCRETE BLOCKTO TOP OF THE PIPE SHALL BE USEDWITH SIZE AND DEPTH PROHIBIT THEFABRICATION OF PRECAST UNITS.8" MINIMUM SLAB THICKNESS,6' MINIMUM DIAMETER PRECASTCONCRETE SLAB, REINFORCEDWITH #4 REBAR @ 8" E.W.GROUT BOTTOMWATERTIGHT CONNECTION(BOOT/GROUT RING, TYPICAL)