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/>0 <br />. <br />9 <br />0 <br />SU <br />M <br />P <br />= <br />9 <br />2 <br />8 <br />. <br />9 <br />0 <br />CB <br />- <br />1 <br />0 <br />RI <br />M <br />= <br />9 <br />3 <br />5 <br />. <br />8 <br />0 <br />IN <br />V <br />= <br />9 <br />3 <br />2 <br />. <br />0 <br />0 <br />SU <br />M <br />P <br />= <br />9 <br />3 <br />0 <br />. <br />0 <br />0 <br />ST <br />R <br />M <br /> <br />1 <br />8 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />1 <br />. <br />9 <br />0 <br />WM <br /> <br />6 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />2 <br />8 <br />. <br />5 <br />0 <br />FE <br />S <br />- <br />5 <br />IN <br />V <br />= <br />9 <br />3 <br />0 <br />. <br />0 <br />0 <br />80 <br />L <br />F <br />, <br /> <br />1 <br />5 <br />" <br /> <br />H <br />D <br />P <br />E <br />@ 0 <br />. <br />3 <br />8 <br />% <br />80 <br />L <br />F <br />, <br /> <br />1 <br />8 <br />" <br /> <br />H <br />D <br />P <br />E <br />@ 0 <br />. <br />3 <br />8 <br />% <br />DT <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />2 <br />. <br />5 <br />0 <br />12 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />0 <br />. <br />7 <br />6 <br />95 <br /> <br />L <br />F <br />, <br /> <br />2 <br />4 <br />" <br /> <br />H <br />D <br />P <br />E <br />@ <br />1 <br />. <br />0 <br />5 <br />% <br />DT <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />2 <br />. <br />5 <br />0 <br />12 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />0 <br />. <br />7 <br />2 <br />DT <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />2 <br />. <br />5 <br />0 <br />24 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />2 <br />8 <br />. <br />2 <br />0 <br />DT <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />2 <br />. <br />5 <br />0 <br />24 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />3 <br />0 <br />. <br />0 <br />4 <br />SA <br />N <br /> <br />6 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />2 <br />9 <br />. <br />8 <br />4 <br />OF <br />F <br />S <br />E <br />T <br /> <br />W <br />M <br /> <br />6 <br />" <br /> <br />I <br />N <br />V <br />= <br />9 <br />2 <br />7 <br />. <br />6 <br />4 <br />Description Rev. DateRED FOX BUSINESS CENTER RED FOX ROAD ARDEN HILLS, MN 55112 1 12.12.14 CITY COMMENTS Sheet:Sheet Title:Project #:Drawn By:Checked By:Issue Date:12146174.000 CBS PSM 12.01.143524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com C 2014 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 />4 <br />\ <br />1 <br />2 <br />1 <br />4 <br />6 <br />1 <br />7 <br />4 <br />- <br /> <br />R <br />o <br />b <br />e <br />r <br />t <br />s <br /> <br />M <br />a <br />n <br />a <br />g <br />e <br />m <br />e <br />n <br />t <br /> <br />G <br />r <br />o <br />u <br />p <br /> <br />- <br /> <br />A <br />H <br /> <br />D <br />e <br />v <br />e <br />l <br />o <br />p <br />m <br />e <br />n <br />t <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 />4 <br />6 <br />1 <br />7 <br />4 <br /> <br />C <br />5 <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 Management Group 1851 Buerkle Road White Bear Lake, MN 55110 Client:Date: Reg. No.:I 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.of 70NORTH25 50 100PRELIMINARY NOT FOR CONSTRUCTION Matt Woodruff, P.E.2 01.26.15 CITY COMMENTS 3 01.29.15 CITY COMMENTS UTILITY PLAN C5 5CABLE 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 4715.2820 where located within 10 feet of waterlines or the building.6. HDPE storm sewer piping and fittings must meet materials and installation standards per Minnesota plumbing code 4715.0420.6C(4) and 4715.0540.C including ASTM D3212 joint pressure test and ASTM C2321 installation practices. The City requires RCP pipe within the public right-of-way.7. All RCP pipe shown on the plans shall be MN/DOT class 3.8.0DLQWDLQDPLQLPXPRIò<br />RIFRYHURYHUDOOZDWHUOLQHVDQGVDQLWDU\VHZHU OLQHV,QVWDOOZDWHUOLQHV´DERYHVDQLWDU\VHZHUVZKHUHWKHVDQLWDU\VHZHU crosses over the water line, install sewer piping of materials equal to ZDWHUPDLQVWDQGDUGVIRUIHHWRQERWKVLGHVDQGPDLQWDLQ´RIVHSDUDWLRQ9.:KHUHò<br />RIFRYHULVQRWSURYLGHGRYHUVDQLWDU\VHZHUDQGZDWHUOLQHVLQVWDOO´ULJLGSRO\VW\UHQHLQVXODWLRQ01'27ZLWKDWKHUPDOUHVLVWDQFH of at least 5 and a compressive strength of at least 25 psi. Insulation shall be <br />ZLGHFHQWHUHGRYHUSLSHZLWK´VDQGFXVKLRQEHWZHHQSLSHDQGLQVXODWLRQ: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.13. Manhole casting adjustments shall not exceed 4 adjusting rings.14. Casting adjustment for EX. SAN MH-1 shall be accomplished by additional manhole barrel section(s) if exceeding five 2" adjustment rings and shall include installation of an external chimney seal.
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