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• <br />• <br />'§ <br />UTILITY PLAN <br />L RL O L1 it ♦ L 1 f� I <br />S89"27. 24"E - 165.00_ <br />—amc <br />San UM <br />Is -01.16 <br />.-- MAILBOX RACKS <br />(BITUMINOUS SURFACE) <br />1 <br />-EX CURB & GUTTER -' <br />O 20 40 <br />SCA M <br />CS <br />O <br />3 <br />4 <br />< <br />• <br />h <br />Xrt <br />X FENCE <br />2 <br />00 <br />D R <br />I N A G E <br />INTER 05nc <br />(10 E T <br />w0i _n <br />RcxO 0 ®160 <br />S89'27`24"E <br />I 4.01 SOW �00<fN w <br />T me el 1N <br />wuc Mtn 0631.01) <br />0,174:011.0. 0.61.115,510110 100/710r <br />DECK <br />6.27 <br />( <br />-- -PVC VENT <br />f rumu <br />LOCAL ' "®: 6 <br />1 <br />COWCCIGD <br />9 <br />'64 <br />EXISTING HOUSE <br />--�E- -6.35 <br />• <br />a+ M <br />/0351/10 E Wel <br />Im <br />NO 111201., <br />116161600175 10101 <br />T lie I T Y E SEMEN T <br />1 <br />O 6m b(Tt 02TMOl.n i <br />ml =neap <br />—EX CURB & GUTTER <br />65.00 <br />EXISTING DRIVE <br />• <br />5 <br />W <br />ErE ; <br />(BITUMINOUS SURFACE) <br />1 1 I 1 1 EX. CURB & GUTTER <br />/ 1 <br />r '5 <br />CS <br />0 <br />• <br />Son n <br />REntaliale <br />r- <br />LEGEND <br />UTILITY NO 1 ES <br />SECTION 8, TOWNSHIP 31, <br />RANGE 22 <br />ANOKA COUNTY, MINNESOTA. <br />EXISTING WATEMAIN <br />EXISTING SANITARY SEWER <br />PROPOSED WATEMAIN <br />PROPOSED SANITARY SEWER <br />CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING <br />UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE <br />GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />AU. EXISTING U11UTY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER <br />STATE ONE CALL' (651- 454 -0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO <br />EXCAVATION. <br />UTIUTY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD <br />SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY <br />SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS <br />ASSOCIATION OF MINNESOTA. <br />mot— — CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPED 0.04 FEET. <br />TuO.c ..minoann CATCH BASINS IN GUTTERS TO BE SUMPED 0.08 FEET PER DETAILS. A MINIMUM <br />OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL <br />SEPARATION IS REQUIRED FOR U11U11ES, UNLESS OTHERWSE NOTED. <br />► 0 ► oneruE nnuRE rim LX1Daa <br />E M04 <br />SEM 0071110011 <br />TD 0001LTT TO <br />0141116 YAM. <br />► ► —MUM tales_ GJ1 5 •1. RE.a o — <br />NE.209.45 <br />I 1 ue16000E /+63.1,0630.. 010610N <br />1 <br />0101010 /-0001 MISS 6/ OP, WAT611/0•1 <br />SANITARY SEWER WYES SHALL BE 8 INCH BY 4 INCH SCHEDULE 40. SANITARY <br />SERVICES SHALL BE 4 INCH SCHEDULE 40. <br />ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 <br />UNLESS OTHERWISE NOTED. <br />CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND <br />SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. <br />111 <br />N <br />Z <br />0 <br />ut <br />s <br />8 <br />(1) <br />W <br />cc <br />0 <br />Z <br />W <br />0 <br />J <br />0 <br />0 <br />LINO LAKES, MN <br />UTILITY PLAN <br />DaIGNED <br />KG <br />onAnn <br />KG <br />PROEM 1 <br />1805.001 <br />DATE <br />07/24/06 <br />EKE, <br />1/1 <br />