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1 <br />0 <br />0 <br /> <br />U <br />N <br />I <br />T <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />2 <br />4 <br />1 <br />2 <br />P <br />R <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />12 <br />2 <br />9 <br />1 <br />0 <br />2 <br />0 <br />9 <br />19 <br />10 <br />5 <br />6 <br />- <br />P <br />L <br />E <br />X <br />1 <br />1 <br />, <br />2 <br />5 <br />6 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />6 <br />- <br />P <br />L <br />E <br />X <br />1 <br />1 <br />, <br />2 <br />5 <br />6 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />6 <br />- <br />P <br />L <br />E <br />X <br />1 <br />1 <br />, <br />2 <br />5 <br />6 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />3 <br />6 <br />- <br />P <br />L <br />E <br />X <br />1 <br />1 <br />, <br />2 <br />5 <br />6 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />6 <br />- <br />P <br />L <br />E <br />X <br />1 <br />1 <br />, <br />2 <br />5 <br />6 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />4 <br />- <br />P <br />L <br />E <br />X <br />7 <br />, <br />8 <br />4 <br />0 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />4 <br />- <br />P <br />L <br />E <br />X <br />7 <br />, <br />8 <br />4 <br />0 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />4 <br />- <br />P <br />L <br />E <br />X <br />7 <br />, <br />8 <br />4 <br />0 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />9 <br />16 <br />6 <br />- <br />P <br />L <br />E <br />X <br />1 <br />1 <br />, <br />2 <br />5 <br />6 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />3 <br />6 <br />RETAIL <br />9,100 SQ. FT. <br />RE <br />T <br />A <br />I <br />L <br />9,1 <br />0 <br />0 <br /> SQ <br />. <br /> <br />F <br />T <br />. <br />R <br />E <br />T <br />A <br />I <br />L <br />1 <br />0 <br />, <br />8 <br />5 <br />0 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />31 <br />32 <br />1 <br />0 <br />0 <br /> <br />U <br />N <br />I <br />T <br /> <br />S <br />E <br />N <br />I <br />O <br />R <br /> <br /> <br />L <br />I <br />V <br />I <br />N <br />G <br />4 <br />- <br />P <br />L <br />E <br />X <br />7 <br />, <br />8 <br />4 <br />0 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />4 <br />- <br />P <br />L <br />E <br />X <br />7 <br />, <br />8 <br />4 <br />0 <br /> <br />S <br />Q <br />. <br /> <br />F <br />T <br />. <br />WILKINSON LAKE BLVD <br />100 UNIT <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />15 <br />2 <br />9 <br />11 <br />26 <br />16 <br />1 <br />7 <br />2 <br />1 <br />1.47 mph <br />Fastest Line Entry Speed too large <br />South Leg (South) <br />West Leg (West) <br />North Leg (North) <br />Ash / Centerville Roundabout <br />STORMWATERMANAGEMENT PONDAPPROX = 2.3 ACRES <br />S <br />T <br />O <br />R <br />M <br />W <br />A <br />T <br />E <br />R <br />M <br />A <br />N <br />A <br />G <br />E <br />M <br />E <br />N <br />T <br /> <br />P <br />O <br />N <br />D <br />A <br />P <br />P <br />R <br />O <br />X <br /> <br />= <br /> <br />. <br />9 <br /> <br />A <br />C <br />R <br />E <br />S <br />STORMWATERMANAGEMENT PONDAPPROX = .3 ACRES <br />G <br />U <br />U FO <br />FO <br />UFO <br />FO <br />U <br />UFO <br />MB <br />V <br />O <br />H <br />L <br />V <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />G <br />G <br />G <br />F <br />B <br />O <br />F <br />B <br />O <br />I=907.79I=908.98 <br />U <br />EX GGV <br />OHL <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />O <br />H <br />L <br />G <br />G <br />I=901.82 <br />I=901.80 U <br />U <br />GI=914.67U <br />U <br />U GU <br />G <br />U <br />I=898.35I=898.48I=895.23 <br />I=895.22 <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL OHL OHL OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL OHL OHL OHL <br />STM <br />OHLOHL OHL OHLOHLOHLOHLOHLOHLOHL <br />V <br />G <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />OHL <br />WILKINSON LAKE BLVD <br />C <br />E <br />N <br />T <br />E <br />R <br />V <br />I <br />L <br />L <br />E <br /> <br />R <br />D <br />ASH STREET <br />W <br />W <br />W <br />W <br />W <br />W W W <br />W <br />W <br />W <br />W <br />W <br />W <br />WE <br />T <br />WET <br />WE <br />T <br />WET <br />WET <br />WE <br />T <br />W <br />E <br />T <br />WET <br />WET <br />WILKINSON LAKE <br />AMELIA LAKE <br />> <br />> <br />> <br /><II<II<II <br /><II <br /><II<II<II <br />> <br />I <br />I <br />I <br />I I I I <br />I <br />I <br />I <br />I <br />I <br />WET <br />WET <br />WE <br />T <br />WET <br />WET <br />WE <br />T <br />W <br />E <br />T <br />WE <br />T <br />WET <br />WET <br />WET <br />WE <br />T <br />WE <br />T <br />W <br />E <br />T <br />WET <br />W <br />E <br />T <br />W <br />E <br />T <br />WET <br />WET <br />W <br />E <br />T <br />W <br />E <br />T <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I I I <br />I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I I I <br />I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />5 <br />0 <br />' <br /> <br />C <br />I <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />T <br />. <br /> <br />P <br />A <br />U <br />L <br />W <br />A <br />T <br />E <br />R <br />L <br />I <br />N <br />E <br /> <br />R <br />O <br />W <br />70 <br />' <br /> <br />O <br />V <br />E <br />R <br />H <br />E <br />A <br />D <br /> <br />E <br />L <br />E <br />C <br />T <br />R <br />I <br />C <br />UT <br />I <br />L <br />I <br />T <br />Y <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />50 <br />' <br /> <br />W <br />H <br />I <br />T <br />E <br /> <br />B <br />E <br />A <br />R <br /> <br />T <br />O <br />W <br />N <br />S <br />H <br />I <br />P <br />W <br />A <br />T <br />E <br />R <br /> <br />A <br />N <br />D <br /> <br />S <br />E <br />W <br />E <br />R <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />30' WHITE BE <br />A <br />R <br /> <br />T <br />O <br />W <br />N <br />S <br />H <br />I <br />P <br />WATER AND S <br />E <br />W <br />E <br />R <br /> <br />E <br />A <br />S <br />M <br />E <br />N <br />T <br />25' WAT <br />E <br />R <br /> <br />A <br />N <br />D <br /> <br />S <br />E <br />W <br />E <br />R <br />EASEM <br />E <br />N <br />T <br />WILKINSON LAKE ORDINARY HIGH WATER LINE <br />)EKAL NOSNIKLIW( YALREVO DNALEROHS '001 <br />10 <br />0 <br />0 <br />' <br /> <br />S <br />H <br />O <br />R <br />E <br />L <br />A <br />N <br />D <br /> <br />O <br />V <br />E <br />R <br />L <br />A <br />Y <br />(A <br />M <br />E <br />L <br />I <br />A <br /> <br />L <br />A <br />K <br />E <br />) <br />WETLAND 1 <br />WETLAND 1 <br />WETLAND 1 <br />WETLAND 1 <br />WETLAND 7 <br />WETLAND 10 <br />Architecture + Engineering + Environmental + Planning <br />DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PUD CONCEPT PLAN\30671 C3-OVERALL SITE.DWG SAVED BY: SCOTT.KLINKEL <br />OVERALL SITE PLAN N0 <br />SCALE IN FEET <br />200 400 <br />DEDICATION - INTEGRITY - STEWARDSHIP - COLLABORATION - CREATIVITY <br />2 <br />ISG PROJECT NO. 24-30671 <br />WILKINSON WATERS DEVELOPMENT <br />LINO LAKES, MN - 08/12/24 <br />LEGEND <br />SIGNATURE GATEWAY <br />HIGH DENSITY RESIDENTIAL <br />MEDIUM DENSITY RESIDENTIAL <br />EXISTING WETLAND INFORMATION <br />WETLAND NAME AREA MANAGEMENT CLASS BASE BUFFER WIDTH MIN BUFFER WIDTH <br />WETLAND 1 33.51 AC MANAGE 1 40'34' <br />WETLAND 7 0.38 AC INCIDENTAL 0'0' <br />WETLAND 10 0.13 AC IMPACTED / NO CLASS 0'0'