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PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />FF <br />E <br />= <br />9 <br />3 <br />4 <br />. <br />5 <br />0 <br /> <br />( <br />A <br />R <br />C <br />H <br /> <br />1 <br />0 <br />0 <br />' <br />) <br />TRASH <br />T <br />RIM=934.85 <br />INV=930.85 <br />INV=932.68 D.T.RIM=934.85 <br />INV=930.31 N, S <br />INV=930.50 W <br />INV=932.68 D.T. <br />RIM=934.66 <br />INV=928.80 E <br />INV=928.70 S <br />INV=932.49 D.T. <br />RIM=934.85 <br />INV=931.65 <br />INV=932.68 D.T. <br />RIM=933.57 <br />INV=929.57 <br />RIM=934.80 <br />INV=926.81 N 15" HDPE <br />INV=924.66 N 8" D.T. <br />INV=924.56 S <br />INV=928.02 W <br />RIM=934.85 <br />INV=930.85 <br />INV=932.68 D.T. <br />RIM=934.80 <br />INV=930.19 SE <br />INV=929.55 W <br />INV=932.6 D.T. <br />RIM=933.98 <br />INV=928.08 <br />RIM=933.98 <br />INV=927.29 <br />SUMP=925.29 <br />RIM=933.98 <br />INV=926.40 <br />SUMP=924.40 <br />RIM=932.92 <br />INV=928.69 E <br />INV=927.22 N, W <br />RIM=931.90 <br />INV=923.71 <br />18" HDPE <br />12" RCP <br />1 <br />5 <br />" <br /> <br />R <br />C <br />P <br />15 <br />" <br /> <br />R <br />C <br />P <br />18" RCP 18" RCP <br />15 <br />" <br /> <br />R <br />C <br />P <br />18" RCP <br />15" <br /> <br />R <br />C <br />P <br />1 <br />5 <br />" <br /> <br />R <br />C <br />P <br />15 <br />" <br /> <br />R <br />C <br />P <br />12" RCP <br />15 <br />" <br /> <br />R <br />C <br />P <br />1 <br />8 <br />" <br /> <br />S <br />D <br />R <br /> <br />2 <br />6 <br />15" RCP <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />FF <br />E <br />= <br />9 <br />3 <br />6 <br />. <br />0 <br />CO <br />O <br />R <br />D <br />. <br /> <br />W <br />/ <br />ME <br />C <br />H <br />. <br />CO <br />O <br />R <br />D <br />. <br /> <br />W <br />/ <br />ME <br />C <br />H <br />. <br />EX <br /> <br />C <br />B <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />2 <br />. <br />4 <br />0 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />4 <br />. <br />0 <br />8 <br /> <br />N <br />/ <br />E <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />4 <br />. <br />3 <br />3 <br /> <br />N <br />W <br />31 <br /> <br />L <br />F <br /> <br />1 <br />5 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />% <br />83 LF 12" RCP @ 0.70%108 LF 12" RCP @ 0.70% <br />14 <br />2 <br /> <br />L <br />F <br /> <br />1 <br />5 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />4 <br />0 <br />% <br />90 LF 12" RCP @ 1.0% <br />1 <br />0 <br />6 <br /> <br />L <br />F <br /> <br />1 <br />2 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />0 <br />% <br />74 L <br />F <br /> <br />1 <br />2 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />0 <br />% <br />90 LF 15" RCP @ 0.50% <br />6" <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />1 <br />% <br /> <br />M <br />I <br />N <br />CO <br />N <br />N <br />E <br />C <br />T <br /> <br />T <br />O <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />SE <br />R <br />V <br />I <br />C <br />E <br /> <br />L <br />I <br />N <br />E <br />. <br />VE <br />R <br />I <br />F <br />Y <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />LO <br />C <br />A <br />T <br />I <br />O <br />N <br />/ <br />E <br />L <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />8" <br /> <br />D <br />I <br />P <br />5 <br />5 <br /> <br />L <br />F <br /> <br />1 <br />5 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />6 <br />0 <br />% <br />58 <br /> <br />L <br />F <br /> <br />1 <br />5 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />8 <br />0 <br />% <br />CO <br />N <br />N <br />E <br />C <br />T <br /> <br />T <br />O <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />SE <br />R <br />V <br />I <br />C <br />E <br /> <br />L <br />I <br />N <br />E <br />. <br />VE <br />R <br />I <br />F <br />Y <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />LO <br />C <br />A <br />T <br />I <br />O <br />N <br />/ <br />E <br />L <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />ST <br />M <br />H <br />- <br />1 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />2 <br />3 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />3 <br />0 <br />. <br />3 <br />2 <br /> <br />E <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />2 <br />5 <br /> <br />N <br />/ <br />W <br />SU <br />M <br />P <br /> <br />= <br /> <br />9 <br />2 <br />5 <br />. <br />2 <br />5 <br />ST <br />M <br />H <br />- <br />2 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />1 <br />4 <br />TO <br />P <br /> <br />W <br />E <br />I <br />R <br /> <br />= <br /> <br />9 <br />3 <br />1 <br />. <br />0 <br />0 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />3 <br />0 <br />. <br />3 <br />2 <br /> <br />N <br />/ <br />W <br />ST <br />M <br />H <br />- <br />3 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />4 <br />. <br />1 <br />3 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />3 <br />0 <br />. <br />3 <br />2 <br /> <br />E <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />2 <br />5 <br /> <br />S <br />/ <br />W <br />SU <br />M <br />P <br /> <br />= <br /> <br />9 <br />2 <br />5 <br />. <br />2 <br />5 <br />CB <br />- <br />1 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />5 <br />7 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />3 <br />0 <br />. <br />4 <br />0 <br />CB <br />- <br />2 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />2 <br />. <br />9 <br />4 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />9 <br />. <br />6 <br />6 <br />CB <br />- <br />3 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />0 <br />3 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />9 <br />. <br />1 <br />4 <br />CB <br />- <br />4 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />0 <br />3 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />6 <br />9 <br />CB <br />- <br />5 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />0 <br />3 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />9 <br />. <br />7 <br />3 <br />CB <br />- <br />6 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />0 <br />3 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />8 <br />3 <br /> <br />N <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />5 <br />8 <br /> <br />E <br />/ <br />W <br />CB <br />- <br />7 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />1 <br />0 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />9 <br />. <br />1 <br />5 <br />CB <br />- <br />8 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />5 <br />7 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />9 <br />. <br />9 <br />1 <br />CB <br />- <br />9 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />3 <br />. <br />5 <br />7 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />3 <br />0 <br />. <br />4 <br />9 <br />ST <br />O <br />R <br />M <br />T <br />E <br />C <br />H <br /> <br />M <br />C <br />- <br />3 <br />5 <br />0 <br />0 <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />WQ <br />V <br /> <br />= <br /> <br />1 <br />7 <br />, <br />8 <br />5 <br />8 <br /> <br />C <br />F <br />IN <br />V <br />E <br />R <br />T <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />1 <br />2 <br />RO <br />C <br />K <br /> <br />= <br /> <br />9 <br />2 <br />7 <br />. <br />3 <br />7 <br />SA <br />N <br />D <br /> <br />= <br /> <br />9 <br />2 <br />6 <br />. <br />3 <br />7 <br />10 <br />0 <br />- <br />Y <br />R <br /> <br />H <br />W <br />L <br /> <br />= <br /> <br />9 <br />3 <br />2 <br />. <br />4 <br />1 <br />CB <br />- <br />1 <br />0 <br />RI <br />M <br /> <br />= <br /> <br />9 <br />3 <br />2 <br />. <br />8 <br />0 <br />IN <br />V <br /> <br />= <br /> <br />9 <br />2 <br />8 <br />. <br />2 <br />5 <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 />4 <br /> <br />- <br /> <br />U <br />t <br />i <br />l <br />i <br />t <br />y <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 0NORTH 15 30 60UTILITY PLAN C4CABLE UNDERGROUND LINE FIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINE TELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINE WATERMAIN PIPE LIGHT POLESTORM MANHOLE FLARED ENDCURB INLETCATCH BASIN WATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLE DRAINTILE PIPELEGEND UTILITY NOTES 1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where located within 10 feet of waterlines or the building.6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure test. Installation shall meet ASTM C2321.7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.0DLQWDLQDPLQLPXPRIò<br />RIFRYHURYHUDOOZDWHUOLQHVDQGVDQLWDU\VHZHUOLQHV,QVWDOOZDWHU OLQHV´DERYHVDQLWDU\VHZHUVZKHUHWKHVDQLWDU\VHZHUFURVVHVRYHUWKHZDWHUOLQHLQVWDOOVHZHU SLSLQJRIPDWHULDOVHTXDOWRZDWHUPDLQVWDQGDUGVIRUIHHWRQERWKVLGHVDQGPDLQWDLQ´RI separation.9.:KHUHò<br />RIFRYHULVQRWSURYLGHGRYHUVDQLWDU\VHZHUDQGZDWHUOLQHVLQVWDOO´ULJLGSRO\VW\UHQH insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at OHDVWSVL,QVXODWLRQVKDOOEH<br />ZLGHFHQWHUHGRYHUSLSHZLWK´VDQGFXVKLRQEHWZHHQSLSHDQG LQVXODWLRQ:KHUHGHSWKLVOHVVWKDQ<br />XVH´RILQVXODWLRQ10.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.11.See Project Specifications for bedding requirements.12.Pressure test and disinfect all new watermains in accordance with state and local requirements.13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more.14.A structure adjustment shall include removing and salvaging the existing casting assembly,removing existing concrete rings to the precast section. Install new rings and salvaged casting to proposed grades, cleaning casting flange by mechanical means to insure a sound surface and install an external chimney seal from casting to precast section. Chimney seals shall be Infi-Shield Uni-Band or an approved equal.