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• <br />• <br />UTILITY PLAN <br />nu <br />LO L H 1 fTE- <br />S8r27'24'E 65.00 ', <br />(BITUMINOUS SURFACE) <br />,r—MAILBOX RACKS EX. CURB & GUTTER -' <br />I I <br />I I <br />MT mew_ <br />was <br />0 20 +D <br />O <br />° <br />° <br />nasn m re <br />NOR 101000 <br />�- - AINAGE & UTILITY EASEMENT*" <br />Omen m1 rD UM <br />3 <br />Is sr <br />Lj5 <br />\ <br />< \ <br />• <br />v <br />N <br />- �1 5 <br />FENCE <br />x I <br />x I <br />2 <br />8585 - - -� <br />I r \ <br />5 <br />5r <br />;r -6.35 <br />R A <br />DEC( <br />-6.27 <br />EXISTING HOUSE <br />.///, /z//./ <br />/ <br />4 <br />. -PVC VENT <br />a <br />9 <br />LOW- xo <br />1000 �MTIOIS <br />0101 OTT SEIM IS <br />Dafei OM O It Wel <br />IMO wnc m: r101 -o <br />XISTING DRIVE <br />DRAINAGE 9k <br />T I R I T Y E A S E M E N T <br />1401 IRWR 100 <br />® WO <br />ROM MIER DDDaaS <br />S8 r27'24'E SIMMI .001 TTO s "' <br />MOE DDwO <br />165.00 <br />m <br />TATER <br />O <br />L.1110 SO= 0n1CC V/ 0010 <br />OO C0100/O10 1•0‘ so= 000000 <br />• <br />`-EX. CURB & GUTTER <br />• <br />r - <br />ROM <br />TOM 400 <br />TO COOLOT10 <br />- 1. -r-420L T Al Y-F--- 5. <br />(BITUMINOUS SURFACE) <br />1 "�."`R.sET'°" °of I I I I I -IX. CUR? & GUTTR I I 5 "T '5 "D"5 " 5 <br />/ I 031003 440 aAae=e.laarr <br />a. <br />LOCAAON MAP <br />NOT 1D SCALE <br />011* <br />NORTH 0 116.- <br />I 00 1X4 <br />L401 <br />■ <br />SECTION 8, TOWNSHIP 31, <br />RANGE 22 <br />ANOKA COUNTY, MINNESOTA. <br />LEGEND <br />UTILITY NOTES <br />RECEIVED <br />JUL 2 5 2006 <br />CITY OF LINO LAKES <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 />UTUTIES AND TOPOGRAPHIC FEATURES PRIOR TO 7HE COMMENCEMENT OF SITE <br />GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER <br />STATE ONE CALL' (651 - 454-0002) FOR UTIUTY LOCATIONS, 48 HOURS PRIOR TO <br />EXCAVATION. <br />UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITLON 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 />CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPED 0.04 FEET. <br />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 REOUIRED FOR UIIUTIES, UNLESS OTHERWISE NOTED. <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 />z <br />O <br />W <br />0 <br />Z o <br />OLiw <br />Q Z <br />• Jz <br />Z�La <br />� • Q <br />F- <br />.73z <br />GOLDEN ACRES <br />LINO LAKES, MN <br />UTILITY PLAN <br />DEDDRED <br />KG <br />KG <br />PROJECT F <br />ZEJO -015 <br />DATE <br />07/24/06 <br />1/1 <br />