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ZONED R1 - <br />I <br />/ z <br />EXIST. <br />HOUSE <br />\ A A <br />G <br />3 <br />Z <br />x <br />x _g <br />W X° <br />r N <br />h( <br />I \ <br />De o <br />L <br />--------------- <br />----------------------- <br />i Gil <br />I- <br />(B7MINWSISURFACE) / <br />101 <br />_ fV SW N \9• P. 91NTM1' 9FAER - <br />= 991 FIEV.-908A3 <br />wv.Dcv.-9ozza <br />ARLO LANE --EX CURB g WATER-} �VI'mum <br />s <br />9M1. DEV. 99J.9 <br />—------------T---1 r----------- t— <br />5 1 - 1 5 51 •1 I S <br />----------------- <br />o I I CI I ------- <br />4 ez <br />I I 1 I 1 <br />1«- I SETBACK UNE- <br />IOLO, LOT 1 I / <br />ol= I I-----901LDING'PADT <br />I <br />m i i LOT 2 os I <br />--=---sz.s'-- 1 <br />BUILDING PAD �' o /i �5 1 <br />I <br />I <br />1 I I I I I 15 <br />L J__ SEiHAq(r NE <br />— J 5 5 SETBACK UNE J <br />1 <br />L/ I 1 V i / \ \/ 1 \ 1 <br />1 <br />I <br />IMAGE MI UTUTY <br />mm m <br />i i 1 ZONED R1 <br />'909 <br />I <br />I ' <br />`7�ay--PVC <br />VENT <br />I\_ ; 5.1' t I DECK <br />I <br />I <br />I LOT 3 �� - ��. <br />I <br />I <br />I DECK- EXISTING I <br />GARAGE <br />c i h <br />- <br />1------s po'' <br />I BUILyNc PAD <br />EXISTING HOUSE \ I EXIST. <br />I I <br />I , <br />HWSE <br />EXISTING HOUSE <br />- <br />1 <br />1 <br />I I <br />WELL TO BE SEALED PER MOH--- <br />1 SAINAITARY <br />O I <br />STANDARDS AND <br />ON <br />I j SYSTEM ABONDON PER I <br />W <br />Y I <br />I it GOVERNMENT Ol," <br />L-------- ----1 -J <br />__ <br />L2� I ��-�. _ '"' <br />I <br />i i --E7L CURB h GUTTER <br />(BITUMINOUS SURFACE) -AOg <br />wV.- <br />Vi <br />8' P1C S/JIITM <br />�l/,All`II�/T <br />L <br />` ` "` `I (BITUMINOUS SURFACE) <br />E Vj <br />9 9P WA MN <br />I 1� I 1 <br />I <br />t-1 CURB @ GUTTER <br />i <br />/ <br />i <br />e� <br />GRINDER PUMP DETAIL <br />LOCA77ON MAP <br />NOT m so" <br />SECTION B. TOWNSHIP 31, <br />RANGE 22 <br />ANOKA COUNTY, MINNESOTA. <br />LEGEND <br />EXISTING WATEMAIN <br />D EXISTING SANITARY SEWER <br />UTILITY NOTES <br />CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING <br />UTIU71ES 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 APPROMMATE. CONTACT *GOPHER <br />STATE ONE CALL' (851-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO <br />EXCAVATION. <br />UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF *STANDARD <br />SPEgFICA71ONS 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 REQUIRED FOR UTILITIES, 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 OTHERWISE NOTED. <br />CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND <br />SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK <br />N <br />w Do <br />JWZ � <br />J > <br />LLJ a z <br />m J <br />NZz <br />W <br />Oz� <br />DoW <br />N <br />g Qz <br />d Wce <br />w <br />=I 5 <br />F mz <br />� a <br />N <br />JMB I JCJ <br />CT # <br />3446.001 <br />DITE <br />3/11/14 <br />SIEET # <br />7 of 9 <br />