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• <br />UTILITY PLAN <br />S89.27'24 "E <br />66.00 <br />I BirerniSI -I <br />(BITUMINOUS SURFACE) <br />•- MAILBOX RACKS CURB A GUTTER`) <br />WWI WISP <br />0 <br />CS <br />O <br />Ieww m NO <br />wu. <br />11•m <br />AINAGE • UTILITY EASEMENT --, <br />OWING ml YO mY <br />64 <br />3 <br />-\ <br />44,4 <br />4 C <br />F <br />• <br />"T <br />L,• <br />K <br />DRAINAGE St <br />r <br />a <br />4 <br /><� <br />L1___1�� <br />DECK <br />-6.27 <br />, jI <br />•Tr -5.35 <br />sL_ <br />. -PVC VENT <br />1 1 :.: 5' <br />1 MO w <br />/54,2! / <br />EXISTING HOUSE <br />Wel <br />1715.3 oat M <br />WPM AMMXWO <br />EXISTING DRIVE <br />T I B I T Y E A S E M E N T <br />I-0XX man OM <br />I' .mem[ r INMOND <br />=MM. <br />S89'27'24'E 166.00 <br />.wm>am a,a <br />T e�i m,wweim .I <br />s. mosoo <br />\`-EX CURB & GUTTER <br />• — �'-- 8— "'"�O°",c"""'►"°°`°'W, - I •LQLS_. l A • J ► <br />(BITUINNOUS SURFACE) <br />0060M6117 WM <br />Imewq <br />• 5 <br />i 5 <br />A-wm zo WM& 41twwm <br />(W a oesmwim ee mac m9 unsq <br />0 <br />• <br />r <br />5- <br />• WWTI w' we.w ; Mw ecom 1 1 <br />1 1 1 -EX. CURB k GUTTER <br />/ <br />.° <br />' rm,wc XXXI MOWN °rem <br />AMMOmar NMI <br />MEN MOM. <br />M COMM' ID <br />[WM MOMS <br />► ..mAes m <br />w..i46 <br />1 I o.e..."•, am »Imwwur 5 <br />Mt NWILYIII <br />LEGEND <br />UTILITY NOTES <br />SECTION 8, TOWNSHIP 31, <br />RANGE 22 <br />ANOKA COUNTY. MINNESOTA. <br />RECEIVED <br />JUL 2 5 2006 <br />crry 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 />UTTUTIES 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 />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 />UTIUTY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD <br />SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE 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 REQUIRED FOR UTIUTIES, 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.) SOR 35 <br />UNLESS 01HERWISE NOTED. <br />CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND <br />SUBMIT THESE PLANS TO ENGINEER UPON COIAPLE11ON OF WORK. <br />In <br />5 <br />W <br />0 <br />Z o <br />W W <br />y J Q z <br />Ct Z <br />N� <br />Z -JW <br />Q n Q <br />2Ln� <br />z <br />z <br />LINO LAKES, MN <br />UTILITY PLAN <br />(¢5.1x0 <br />KG <br />DRAWN <br />KG <br />PNOdc1 • <br />ZEJO -015 <br />07/24/06 <br />SHEET / <br />1/1 <br />