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13 <br />4 <br />9141014136 <br />10 <br />149 <br />13 <br />5 <br />95 <br />1314WILKINSON WAY' <br /> BU <br />ILD <br />ING <br /> SETBACK40' <br /> PARK <br />ING <br /> SETBACK15' <br /> BU <br />ILD <br />ING <br /> SETBACK30' BUILDING SETBACK30' <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />3 <br />0 <br />' <br /> BU <br />ILD <br />ING <br /> SETBACK40511XX' BUILDING SETBACK40 <br />' <br /> BU <br />ILD <br />ING <br /> SETBACK30' BUI <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />30 <br />W WI <br />L <br />K <br />I <br />N <br />S <br />O <br />N <br /> W <br />A <br />Y <br />BENCHMARK HYDRANT <br />TNFH = 919.06 <br />G <br />U <br />U FO <br />FO <br />U <br />FO <br />FO <br />U <br />UFO <br />MB <br />V <br />VI=907.79I=908.98 <br />EX SB-st <br />EX SB-aet <br />U <br />EX SB-st9 <br />EX SB-st5 <br />EX SB-st3 <br />EX SB- <br />EX SB- <br />G <br />G <br />EX SB-st-13 <br />U <br />U <br />G <br />U <br />U <br />U GU <br />G <br />U <br />VWILKINSON LAKE BLVD CENTERVILLE <br /> RD <br />ASH STREET <br />WWW WW WW <br />W <br />W W <br />W <br />WWWWWWWWETWET <br />WETWET <br />W <br />E <br />T <br />WETWILKINSON LAKE <br />AMELIA LAKE <br />WETWET <br />WET <br />WET <br />WET WETWETWETWE <br />T WETWET <br />WETWET <br />WET WETWETWETWETWETWETWETWETWET <br />WETWETWETWET <br />5 <br />0 <br />' <br /> C <br />I <br />TY <br /> OF <br /> S <br />T <br />. <br /> PAU <br />LWATERL <br />INE <br /> ROW70' OVERHEAD ELECTRICUTILITY EASEMENT5 <br />0 <br />' <br /> W <br />H <br />I <br />T <br />E <br /> <br />B <br />E <br />A <br />R <br /> <br />T <br />OW <br />N <br />S <br />H <br />I <br />PWA <br />T <br />E <br />R <br /> <br />A <br />N <br />D <br /> <br />S <br />EW <br />E <br />R <br /> <br />E <br />A <br />S <br />EM <br />E <br />N <br />T <br />30' WHITE <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 />WATER AN <br />D <br /> <br />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 />APPROX. ORDINARY <br />HIGH WATER LEVEL <br />895.2 <br />NORTH OAKS FARMS INC <br />34-31-22-44-0001 <br />NORTH OAKS FARMS INC <br />34-31-22-43-0006 <br />NORTH OAKS FARMS INC <br />34-31-22-44-0008 NORTH OAKS FARMS INC <br />35-31-22-33-0002 <br />NORTH OAKS FARMS INC <br />34-31-22-44-0006 <br />NORTH OAKS FARMS INC <br />34-31-22-43-0008 <br />NORTH OAKS FARMS INC <br />34-31-22-43-0010 <br />SHEAREN, WILLIAM R <br />34-31-22-43-0013 <br />BURNS, KEVIN <br />34-31-22-43-0012 <br />WRUCK, GARY D <br />1443 ASH ST. <br />34-31-22-42-0003 <br />EDDY, ROGER B <br />6097 ASH ST. <br />34-31-22-34-0003 <br />EDDY, VICTORIA A <br />34-31-22-43-0002 <br />ROGALLA, SARA R <br />6063 ASH ST <br />34-31-22-34-0006 <br />HANSON, SCOTT B <br />34-31-22-34-0005 <br />NORTH OAKS FARMS INC <br />34-31-22-34-0001 <br />BACHMAN SR, WARREN D <br />1465 ASH ST <br />34-31-22-42-0004 BACHMAN SR, WARREN D & A <br />1487 ASH ST. <br />34-31-22-42-0005 <br />CRANDALL SANDER, LOWEL J <br />1509 ASH ST. <br />34-31-22-42-0001 <br />MALLMAN, KELSEY M <br />1557 ASH ST. <br />34-31-22-41-0008 <br />HALL, LAWRENCE M <br />1565 ASH ST. <br />34-31-22-41-0004 <br />CERONSKY, CAROLYN M <br />1573 ASH ST. <br />34-31-22-41-0005 <br />LANZ KENT C <br />& JEANNINE A <br />1579 ASH ST. <br />34-31-22-41-0006 <br />WOODSTROM, JERRY A <br />1591 ASH ST. <br />34-31-22-41-0001 <br />COUNTY OF ANOKA <br />6101 CENTERVILLE RD <br />35-31-22-32-0004 <br />BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007COUNTY OF ANOKA <br />1697 ASH ST <br />35-31-22-33-0004 <br />DONLIN AMY T H <br />6100 CENTERVILLE RD <br />35-31-22-33-0005 <br />GALLOP TRUSTEE, DEBRA A <br />6102 CENTERVILLE RD <br />35-31-22-34-0006 <br />NORTH OAKS FARMS INC <br />043022320002 <br />25' W <br />A <br />T <br />E <br />R <br />A <br />N <br />D <br />S <br />E <br />W <br />E <br />R <br />EASE <br />M <br />E <br />N <br />T <br />YALREVO DNALEROHS '0001 (W IL K ENSON LAKE)1000'SHORELANDOVERLAY1 <br />0 <br />0 <br />0 <br />' <br />S <br />H <br />O <br />R <br />E <br />L <br />A <br />N <br />D <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 />) (WILKINSON LAKE)(AMEL <br />IA <br /> LAKE <br />)1000'SHORELANDOVERLAYWILKINSON LAKE ORDINARY HIGH WATER LINE <br />EMLSPRESBYTERIAN HOMES OF NORTH OAKS INC <br />5919 CENTERVILLE RD <br />043022210019 <br />YALREVO DNALEROHS '0001 <br />(W I L K E N S O N L A K E ) <br />WILKINSON LAKE <br />AMELIA LAKE <br />13191513 PR <br />O <br />P <br />O <br />S <br />E <br />D <br />RAI <br />N <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />2 <br />100 <br />Y <br />R <br /> <br />H <br />W <br />L <br /> <br />= <br /> <br />922. <br />1 <br />6 2332 <br />1123116 <br />1012 116 191 <br />1XX <br />30671 C3-LAND USE <br />DATE DESCRIPTION BY <br />PROJECT <br />TITLE <br />SHEET <br />REVISION SCHEDULE <br />PROJECT NO. <br />FILE NAME <br />DESIGNED BY <br />ORIGINAL ISSUE DATE <br />DRAWN BY <br />CLIENT PROJECT NO. <br />REVIEWED BY <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\PRELIMINARY PLAN\30671 C3-LAND USE.DWG SAVED BY: DAYTON.GONYEAWITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />SHEET NOT VALID UNLESS THIS TEXT IS COLOR. <br />© 2024 I & S GROUP, INC. <br /> <br />- <br />24-30671 <br />03/10/25 <br />A0-12 <br />LAND USE & <br />DENSITY PLAN <br />A0-12 LAND USE & DENSITY PLAN <br /> 300 30671 A0-12 <br />MINNESOTALINO LAKES0 <br />SCALE IN FEET <br />150 300 <br />DWG/TW <br />DWG/TW <br />JDF/TW <br />LEGEND <br />SYMBOL DESCRIPTION AREA <br />MULTI-FAMILY BUILDING 3.8 AC <br />COMMERCIAL DEVELOPMENT 4.9 AC <br />SENIOR LIVING BUILDING 1.0 AC <br />PRIVATE ROADWAY 4.2 AC <br />PUBLIC OPEN SPACE 3.9 AC <br />PRIVATE OPEN SPACE 11.1 AC <br />LAKE (NWL)16.7 AC <br />STORM PONDS 1.8 AC <br />WETLANDS (REMAINING)20.0 AC <br />PUBLIC ROW (ARTERIAL)4.1 AC <br />PUBLIC ROW (DEVELOPMENT)2.3 AC <br />OVERHEAD ELECTRIC <br />EASEMENT 2.1 AC <br />SITE DATA <br />TOTAL SITE AREA:75.9 AC <br />TOTAL R.O.W. AREA:6.4 AC <br />RESIDENTIAL LOT AREA:21.9 AC <br />COMMERCIAL LOT AREA:4.9 AC <br />TOTAL PUBLIC WATER AREA:36.7 AC <br />PUBLIC OPEN SPACE:3.9 AC <br />EASEMENT AREA 2.1 AC <br />SITE DATA <br />TOTAL RESIDENTIAL UNITS:340 <br /> APARTMENTS:200 <br /> SENIOR LIVING:100 <br /> TOWNHOMES:40 <br />SOIL BORINGS: <br />BRAUN INTERTEC <br />11001 HAMPSHIRE AVE S. <br />MINNEAPOLIS, MN 55438 <br />952-995-2000 <br />WILKINSON <br />WATERS <br />ANOKA <br />HOLDINGS, LLC PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />© 2024 I & S GROUP, INC. <br />L1 B1 <br />L2 B1 <br />L3 B1 <br />L4 B1 <br />L5 B1 <br />L5 B2 <br />L4 B2 <br />L3 B2 <br />L2 B2 <br />L1 B2 <br />L6 B2 <br />OUTLOT E <br />OUTLOT D <br />NOTE: PER SHORELAND OVERLAY REQUIREMENTS <br />IMPERVIOUS SURFACE COVERAGE SHALL BE 35% FOR <br />RESIDENTIAL USES AND 60% FOR COMMERCIAL USES. <br />THIS DEVELOPMENT IS REQUESTING A FLEXIBILITY TO <br />CONSIDER THE IMPERVIOUS AREA BASED ON THE <br />AGGREGATE AREA OF THE ENTIRE PLATTED LAND. THIS <br />IS SHOWN IN THE ADJACENT TABLE. <br />NOTE: THIS TABLE IS THE SUM OF ALL TABULATED RESIDENTIAL IMPERVIOUS AREA FROM THE TABLE ON THE LEFT. A <br />CONSERVATIVE APPROACH IN REGARDS WITH THE ROW IS TAKEN ASSUMING THAT 100% OF THE ROW IS IMPERVIOUS. <br />WITH THIS APPROACH IT CAN BE FOUND THAT THE AGGREGATE IMPERVIOUS COVERAGE IS BELOW THE RESIDENTIAL <br />IMPERVIOUS COVERAGE THRESHOLD OF 35%. WE ARE REQUESTING THAT THE FLEXIBILITY FOR IMPERVIOUS <br />COVERAGE FOR THIS DEVELOPMENT BE CONSIDERED BASED OFF OF THE ENTIRETY OF THE PLATTED AREA AND NOT <br />BASED ON EACH INDIVIDUAL SUBDIVIDED PARCEL. PLEASE NOTE THAT OUTLOT D AND OUTLOT E ARE NOT THE FINAL <br />PLAN ALIGNMENTS BUT A PRELIMINARY CONCEPT OF THOSE PARCELS, HOWEVER EVEN IF THE ENTIRE PARCEL AREA <br />WAS INCLUDED IN THE IMPERVIOUS COVERAGE COLUMN THE AGGREGATE IMPERVIOUS COVERAGE WOULD STILL BE <br />BELOW THE 35% IMPERVIOUS COVERAGE THRESHOLD. <br />OUTLOT F <br />3/20/2025 TABLE AND CALCULATION REVISIONSTJW <br />OUTLOT G <br />WETLANDS: <br />KJOLHAUG ENVRIONMENTAL <br />SERVICES <br />2500 SHADYWOOD RD <br />SUITE 130 <br />MINNETRISTA, MN 55331 <br />952-401-8757