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ma! dew 016.5 <br />10 <br />100 <br />NW CORNER OF <br />SW 1/4 OF NW 1/4 OF <br />SECTION 7, T31, R22 <br />1 <br />1 <br />1 6200 62110 111 'f � {II <br />MILO <br />ws� { { I j Ms'l I I�- Rti .. I t Ili �sl, II <br />{ ro j Isrro '� I ssrn I I 1 ssrol I is:i SZI ssrol , <br />sea ..... 4 5..,- N6.1 1Ii_. • Ili _I I. <br />M,(S a I I • <br />40 :11`.la 211191:41M <br />L 11 <br />1M <br />"�.w C:.OD ' . x-00 I 620D 00 I 6200 1 slop <br />112 SF. 12 <br />2.112 SF. <br />2111253'. <br />4 2.112 Sf. <br />- 2.112 sp <br />3 2.112 Si. <br />5 2.112 SF. <br />4 2.112 SF. <br />s211253. • 2112 St$ <br />24.129 <br />ITENTURY FARM NORTH= <br />77 <br />!STRUCTURE SCHEDULE <br />STRUCTURE <br />RIM <br />INVERT <br />INVERT <br />INVERT <br />ELEV <br />OUT <br />IN <br />IN <br />Ex MH 61 <br />900.83 <br />881.77 <br />881.82 <br />887.08 <br />MH 62 <br />901.52 <br />882.42 <br />883.47 <br />MH 63 <br />901.52 <br />883.32 <br />883.37 <br />883.37 <br />MH 64 <br />901.30 <br />884.05 <br />884.10 <br />MH 65 <br />900.30 <br />884.76 <br />884.81 <br />884.92 <br />MH 66 <br />899.93 <br />886.07 <br />886.12 <br />MH 67 <br />900.44 <br />887.23 <br />MH 68 <br />901.50 <br />885.31 <br />885.36 <br />MH 69 <br />902.24 <br />883.83 <br />883.88 <br />UTILITY NOTES <br />1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES <br />PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) <br />FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. <br />3. UTILITY CONSTRUCTION SHALL CONFORM TO THE CITY OF LINO LAKES STANDARDS OR TO THE CURRENT EDITION OF <br />"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM <br />SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. <br />4. ALL WATER SERVICE PIPE TO BE TYPE "K" COPPER PIPE UNLESS OTHERWISE NOTED. <br />5. MAINTAIN 8.0' OF COVER OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO <br />MAINTAIN A MIN. 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. <br />6. A MINIMUM OF 18" OF VERTICAL SEPARATION AND 10' OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, <br />UNLESS OTHERWISE NOTED. <br />7. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 26 UNLESS OTHERWISE NOTED. <br />8. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORK. <br />ms per city comments <br />t <br />0 <br />CENTURY FARM NORTH <br />CENTURY FARM NORTH <br />AMENDED UTILITY PLAN <br />DRAM <br />.kJ <br />1, <br />912.3030 <br />DATE <br />4 -03 -2013 <br />8 of 8 <br />