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<br />C <br />E <br />8 <br />C5 <br />. <br />0 <br />NO <br />T <br />E <br />: <br /> <br />D <br />E <br />P <br />E <br />N <br />D <br />I <br />N <br />G <br /> <br />U <br />P <br />O <br />N <br /> <br />C <br />O <br />N <br />F <br />I <br />G <br />U <br />R <br />A <br />T <br />I <br />O <br />N <br />, <br /> <br />A <br />T <br />T <br />A <br />C <br />H <br /> <br />F <br />A <br />B <br />R <br />I <br />C <br /> <br />T <br />O <br /> <br />W <br />I <br />R <br />E <br /> <br />M <br />E <br />S <br />H <br />WI <br />T <br />H <br /> <br />H <br />O <br />G <br /> <br />R <br />I <br />N <br />G <br />S <br />, <br /> <br />S <br />T <br />E <br />E <br />L <br /> <br />P <br />O <br />S <br />T <br />S <br /> <br />W <br />I <br />T <br />H <br /> <br />W <br />I <br />R <br />E <br />S <br />, <br /> <br />O <br />R <br /> <br />W <br />O <br />O <br />D <br /> <br />P <br />O <br />S <br />T <br />S <br /> <br />W <br />I <br />T <br />H <br /> <br />S <br />T <br />A <br />P <br />L <br />E <br />S <br />. <br />HA <br />R <br />D <br /> <br />S <br />U <br />R <br />F <br />A <br />C <br />E <br />/ <br />FA <br />B <br />R <br />I <br />C <br /> <br />A <br />N <br />C <br />H <br />O <br />R <br />A <br />G <br />E <br />TR <br />E <br />N <br />C <br />H <br />. <br /> <br />B <br />A <br />C <br />K <br />F <br />I <br />L <br />L <br /> <br />W <br />I <br />T <br />H <br />TA <br />M <br />P <br />E <br />D <br /> <br />N <br />A <br />T <br />U <br />R <br />A <br />L <br /> <br />S <br />O <br />I <br />L <br />50 <br />' <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />6" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />1" <br />- <br />2 <br />" <br /> <br />W <br />A <br />S <br />H <br />E <br />D <br /> <br />R <br />O <br />C <br />K <br />NO <br />T <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />RO <br />C <br />K <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />E <br />N <br />T <br />R <br />A <br />N <br />C <br />E <br />4 <br />C5 <br />. <br />0 <br />PU <br />B <br />L <br />I <br />C <br /> <br />R <br />O <br />A <br />D <br />MINIMUM OF 2, MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS OF ANY MATERIAL ALLOWED.MANHOLE FRAME & COVER:NEENAH R-2540, TYPE C GRATE NOT TO SCALEMANHOLE FRAME DETAILCATCH BASIN / 10 C5.0 <br />NE <br />W <br /> <br />3 <br />" <br /> <br />B <br />I <br />T <br />U <br />M <br />I <br />N <br />O <br />U <br />S <br /> <br />P <br />A <br />V <br />E <br />M <br />E <br />N <br />T <br />PL <br />A <br />C <br />E <br />D <br /> <br />I <br />N <br /> <br />2 <br /> <br />L <br />I <br />F <br />T <br />S <br />8" <br /> <br />N <br />E <br />W <br /> <br />B <br />A <br />S <br />E <br />AG <br />G <br />R <br />E <br />G <br />A <br />T <br />E <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br /> <br />S <br />U <br />B <br />G <br />R <br />A <br />D <br />E <br /> <br />S <br />O <br />I <br />L <br />NO <br />T <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />LI <br />G <br />H <br />T <br />- <br />D <br />U <br />T <br />Y <br /> <br />B <br />I <br />T <br />U <br />M <br />I <br />N <br />O <br />U <br />S <br />1 <br />C5 <br />. <br />0 <br />6" <br /> <br />N <br />E <br />W <br /> <br />B <br />A <br />S <br />E <br />AG <br />G <br />R <br />E <br />G <br />A <br />T <br />E <br />NE <br />W <br /> <br />4 <br />" <br /> <br />P <br />O <br />R <br />T <br />L <br />A <br />N <br />D <br /> <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br /> <br />S <br />U <br />B <br />G <br />R <br />A <br />D <br />E <br /> <br />S <br />O <br />I <br />L <br />NO <br />T <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />ME <br />D <br />I <br />U <br />M <br />- <br />D <br />U <br />T <br />Y <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />2 <br />C5 <br />. <br />0 <br />6 <br />" <br />R <br />3 <br />" <br />R <br />3 <br />" <br />8" <br />S <br />L <br />O <br />P <br />E <br />3 <br />4 " <br /> <br />P <br />E <br />R <br /> <br />F <br />T <br />. <br />NE <br />W <br /> <br />B <br />A <br />S <br />E <br />AG <br />G <br />R <br />E <br />G <br />A <br />T <br />E <br />NE <br />W <br /> <br />B <br />I <br />T <br />U <br />M <br />I <br />N <br />O <br />U <br />S <br />PA <br />V <br />E <br />M <br />E <br />N <br />T <br />BA <br />C <br />K <br />F <br />I <br />L <br />L <br /> <br />W <br />I <br />T <br />H <br /> <br />N <br />E <br />W <br />GO <br />O <br />D <br /> <br />Q <br />U <br />A <br />L <br />I <br />T <br />Y <br />TO <br />P <br />S <br />O <br />I <br />L <br /> <br />A <br />N <br />D <br /> <br />S <br />E <br />E <br />D <br />6" <br />7 <br />" <br />6 <br />" <br />1 <br />3 <br />. <br />5 <br />" <br />12 <br />" <br />6" <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br /> <br />S <br />U <br />B <br />G <br />R <br />A <br />D <br />E <br /> <br />S <br />O <br />I <br />L <br />NO <br />T <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />CU <br />R <br />B <br /> <br />& <br /> <br />G <br />U <br />T <br />T <br />E <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />B6 <br />1 <br />2 <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />3 <br />C5 <br />. <br />0 <br />Description Rev.DateLEXINGTON STATION PHASE 2 RED FOX ROAD ARDEN HILLS, MINNESOTA 55112 1 03.17.17 RCWD Submittal Sheet:Sheet Title:Project #:Drawn By:Checked By:Issue Date:12176016 CBS MJW 03.06.173524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com C 2017 Larson Engineering, Inc. All rights reserved. <br />P: <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br /> <br />- <br /> <br />2 <br />0 <br />1 <br />7 <br />\ <br />1 <br />2 <br />1 <br />7 <br />6 <br />0 <br />1 <br />6 <br /> <br />- <br /> <br />L <br />e <br />x <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br />S <br />t <br />a <br />t <br />i <br />o <br />n <br /> <br />- <br /> <br />P <br />h <br />a <br />s <br />e <br /> <br />2 <br />\ <br />C <br />. <br /> <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />1 <br />2 <br />1 <br />7 <br />6 <br />0 <br />1 <br />6 <br /> <br />- <br /> <br />C <br />5 <br /> <br />- <br /> <br />D <br />e <br />t <br />a <br />i <br />l <br />s <br />. <br />d <br />w <br />g <br />3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com Project Title:ROBERTS MANAGEMENTGROUP1851 BUERKLE ROAD WHITE BEAR LAKE, MN 55110 Client:Matt Woodruff, P.E.Date: Reg. No.:03.06.17 41885I hereby certify that this plan,specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota.2 Final PUD Submittal 3 City Comments03.27.17 04.12.17PHASE 2 FINAL PUD SUBMITTAL VARIABLEMANHOLE FRAME & COVER:NEENAH R-3015, TYPE V GRATE (LOW FLOW)NEENAH R-3067, TYPE V GRATE (HIGH FLOW)1'-4"VARIABLE5" MIN.8" MINIMUM SLAB THICKNESS,6' MINIMUM DIAMETER PRECAST CONCRETE SLAB, REINFORCED WITH #4 REBAR @ 8" E.W.GROUT BOTTOMPRECAST CONCRETE SECTION 8" PRECAST SEGMENTAL CONCRETE BLOCK TO TOP OF THE PIPE SHALL BE USED WITH SIZE AND DEPTH PROHIBIT THE FABRICATION OF PRECAST UNITS.NOT TO SCALECATCH BASIN MANHOLE DETAIL 9 C5.0SECTION8"PIPE DIA.ALL JOINTS IN MANHOLE TO HAVE 'O' RING RUBBER GASKETS.SEAL WITH 2 BEADS OF RAM-NEK.6" PRECAST REINFORCED CONCRETE SLAB.MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" O.C.MINIMUM OF 2, MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS OF ANY MATERIAL ALLOWED.GRADE 1" BELOW 10' TRANSITION.PLANPRECAST INVERT SHOULD BE 1/2 DIAMETER OF PIPE AND BENCHES SLOPED 2" TOWARD INVERT.MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET HOLE IN TOP SLAB IS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWED WATERTIGHT CONNECTION (BOOT, TYPICAL)DETAILS C5.0 <br />R7 <br />- <br />8 <br />a <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />I <br />B <br />I <br />L <br />I <br />T <br />Y <br /> <br />S <br />I <br />G <br />N <br />2. <br />5 <br /> <br />L <br />B <br />. <br />/ <br />F <br />T <br />. <br /> <br />F <br />L <br />A <br />N <br />G <br />E <br />D <br />CH <br />A <br />N <br />N <br />E <br />L <br /> <br />S <br />I <br />G <br />N <br /> <br />P <br />O <br />S <br />T <br />(M <br />N <br />D <br />O <br />T <br /> <br />3 <br />4 <br />0 <br />1 <br />) <br />12 <br />" <br />1 <br />8 <br />" <br />5 <br />' <br />NO <br />T <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />SI <br />G <br />N <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />AC <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />5 <br />C5 <br />. <br />0 <br />3 <br />' <br /> <br />6 <br />" <br />6' <br />6' <br />6' <br />6 <br />' <br />NO <br />T <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />AC <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />R <br />A <br />M <br />P <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />7 <br />C5 <br />. <br />0 <br />S <br />L <br />O <br />P <br />E <br /> <br />N <br />O <br />T <br /> <br />T <br />O <br />E <br />X <br />C <br />E <br />E <br />D <br /> <br />1 <br />: <br />1 <br />2 <br />EX <br />C <br />E <br />E <br />D <br /> <br />1 <br />: <br />1 <br />2 <br />SL <br />O <br />P <br />E <br /> <br />N <br />O <br />T <br /> <br />T <br />O <br />EX <br />C <br />E <br />E <br />D <br /> <br />1 <br />: <br />1 <br />2 <br />SLO <br />P <br />E <br /> <br />N <br />O <br />T <br /> <br />T <br />O
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