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EXIST. <br />HOUSE <br />EXISTING DRIVE <br />L <br />ZONED R <br />L <br />— 11 <br />5 <br />1 <br />ZONED R1 J1 <br />I I I I I I <br />1 I I <br />(BITUMINOUS [SURFACE) <br />90 <br />SAN YN <br />RM H 999.0 <br />EEV. <br />INV.EV.m9o226 <br />TB <br />ARLO LANE <br />MN RH <br />PW BEV.0998.43 <br />MV.EUEV.899228 <br />N D <br />$el 19.18 \ <br />• -EX. CURB & GUTTER 1— 4" RACKSMAILBOX <br />SAN. ELEV. 9051 <br />6 ELEV. 910.1 <br />0 <br />r <br />5 <br />SAN. ELEV. 9058 <br />CS ELEV. 999.4 <br />Hao' <br />4 <br />SETBACK UNE - <br />3 1 <br />LOT 1 <br />o. <br />G% <br />$9 <br />BUILDING PAD <br />L� <br />II' I I <br />L <br />I I <br />SETBACK UNE <br />-I5 <br />A I /11IMIwMMI A <br />1 v i 4-\ <br />1 <br />1 <br />DRAINAGE R UTILITY <br />r <br />5 <br />,d0' <br />342 <br />SETBACK UNE - <br />I <br />1- <br />I <br />C <br />1 <br />62.5' L <br />BUILDING PAD 1 S <br />LOT 21. <br />IS <br />I' <br />1 <br />1 <br />1 <br />5LL N <br />i\ r' /r - <br />I F4' i I-- <br />♦ / I 5 1 L - <br />SETBACK UNE <br />EASEMENT •c=7:- <br />/ <br />.- <br />5 <br />5 <br />r <br />5 <br />4.v <br />5EIDAME DIE—. <br />1s I <br />LOT 3 <br />Is <br />b <br />Ei <br />9 <br />I <br />60.0'- — — -- <br />BUILDING PAD 1 <br />PROPOSED GRIMIER <br />PIMP STAMM <br />0 <br />E o I <br />DECK <br />1 <br />EXISTING HOUSE <br />C1v <br />L <br />EXISTING <br />GARAGE <br />EXIS <br />O1 <br />M <br />SWIM <br />RM. EIEV. 99564 INV. ELEV. 993.M <br />L O I <br />L, A <br />904.5 <br />(BITUMINOUS SURFACE) <br />D D D D <br />I I I I <br />0 <br />J <br />5 <br />5.1' <br />CS <br />O <br />ZONED R1 <br />I I 1 <br />-F <br />`--EX. CURB & GUTTER <br />DECK <br />PVC VENT <br />IE-XX.XX <br />EXIST. <br />HOUSE <br />EXISTING HOUSE <br />(BITUMINOUS SURFACE) <br />I i <br />0 <br />.I CURB & ?UTTER <br />c ALL EXISTING UTIUTY LOCATIONS SHOWN ARE APPROXIMATE CONTACT "GOPHER <br />• STATE ONE CALL* (851-454-0002) FOR U1UTY LOCATIONS. 48 HOURS PRIOR TO <br />EXCAVATION. <br />N <br />U8 UTIUTY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF ''STANDARD <br />SPEEFICAnONS 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 />0 1 0 <br />Boole: 1 Inch = YO Poet <br />LEGEND <br />EXISTING WATEMAIN <br />D EXISTING SANITARY SEWER <br />UTILITY NOTES <br />CONTRACTOR SHALL FIELD VERY LOCATIONS AND ELEVATIONS OF EXISTING <br />UnunEs AND TOPOGRAPHIC FEATURES PRIOR TO 1HE COMMENCEMENT OF SITE <br />GRADING THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANSIES OR VARIATIONS FROM THE PLANS. <br />CATCH BARNS AND MANHOLES IN PAVED AREAS TO BE SUMPED 0.04 FEET. <br />CATCH BARNS 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 POLYVNWIYL 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 />7 <br />a <br />LAJ 00 <br />N <br />JZI <br />It) <br />W < Z <br />CO <br />N1ZZ <br />=ogOz <br />- H <br />03 N <br />03 ISSN <br />UTILITY PLAN <br />ISABELL ESTATES <br />LINO LAKES, MN <br />DRAWN <br />JMB <br />CHECKED <br />PHOJ Crq <br />3446.001 <br />3/11/14 <br />SHEET 4 <br />7 of 9 <br />