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04/14/2021 P&Z Packet
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04/14/2021 P&Z Packet
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9/16/2021 12:38:34 PM
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P&Z
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P&Z Packet
Meeting Date
04/14/2021
P&Z Meeting Type
Regular
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z C.S.A.H. NO 14 <br /> !7 ; Q SITE (MAID STREET) <br /> CD <br /> CN <br /> N L� OF THE NW /4 OF NE\1/4 <br /> SEC. 24P�31, GE. 22 1 \\ \</ Y <br /> N88° 28 E „�'j 1198. ��. , , �✓� '— — — — ITC.S.A.H. <br /> Q <br /> 5 I T r .� L EET) <br /> LIJ <br /> LLJ <br /> t9h 9_ <br /> /U f I � LLN I n �, 1 \ <br /> Lj <br /> / lfl 1 L1_ <br /> z <br /> 1 t > <br /> J I / o 't4 ( I �� I I \ �\ WETLAND B SECTION 24 TWP. J1 RGE. 22 <br /> / I�\ (� ( 1 \ l 9 9 <br /> Z�f I \ \ �\J 1 80573 SF ' 11 LOCATION MAP <br /> i NOT TO SCALE <br /> �914.02 Z J \ <br /> th10 I L` N <br /> �_ O LLi `e <br /> w N LEGEND <br /> LIJ ' 0 Denotes restricted access <br /> LIJ 0� I • ,O_J Denotes concrete on Denotes overhead utility lines <br /> 9 Denotes underground gas line <br /> �9191040— ✓ �912.24 l Denotes fence chain <br /> I l \ \\ \ \ th 7 l / I th6I� Denotes bituminous # (chain) <br /> >�Denotes storm sewer line <br /> 5 ) 9 L LIJ / Denotes utility pole O Denotes sanitary or storm manhole <br /> L V ILij / Denotes found iron pipe <br /> �J p p ® Denotes catch basin beehive <br /> _ \ >�\ \� �<� 910 / Ln 00 60 ` \ Denotes catch basin <br /> o° L I \ Denotes pk nail <br /> l I NINE OF THE S 627 FT. n ° Denotes light pole <br /> Ll Denotes flared end section <br /> LIJ / -- _ / OF NW 1/4 OF NE 1/4 i�� I Denotes hydrant <br /> 1 1 Denotes sign BENCH MARK <br /> \\ / /� <br /> 35 w Denotes Test hole< Denotes mailbox TOP NUT HYDRANT IN N.W. <br /> _ \ I <br /> J <br /> ;�;,� ,' � �g�2'-J ���• � � \ , QUAD. OF OTTER LAKE ROAD <br /> �\ L0� & PRIVATE DRIVE 370 LF <br /> ` NORTH OF MAIN STREET <br /> WETLAND A \ 5� EL=920.47 EE <br /> �_ �'•�.�\ \\\ Fr' '� �/ �'t� 109130 SF W LINE OF THE E 35 FT. OF <br /> <'C' 2.5053 AC NW 1/4 OF NE 1/4 cD e 6I <br /> / CL EXISTING ZONING: CB (GENERAL BUSINESS) <br /> 912.59 <br /> _ o�7�'' I y \ fes27"rcpse <br /> r I _ _�� F 9h 1.81 F v ^ 9 cbtc <br /> LLJ <br /> s< \ <br /> OV TAP PE <br /> (O LI <br /> "Q�(�y K T,4 W%PQ�ISION PUR$a, E Loc°oo —Y PROPOSED LEGAL FOR PRELIMINARY PLAT PURPOSES ONLY: <br /> Tot STO;fUTE 117.042 PER F NAL o < I <br /> 'mod I - CN C TIFICA�E 538060.004 6 �= That part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, <br /> I MI I I N LI�1E OF THE � I <� Anoka County, Minnesota, lying Easterly and Northerly of the following described line: Commencing at <br /> _ „ ,T THSSW BLDG SOU/fH 1 1 FT. s �> the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence on an assumed <br /> / '1 �iv;Kn ;v;�T`; r:i:�rll o� I " bearingof North 89 degrees 51 minutes 09 seconds East, along the North line of said Northwest <br /> I J �I /l I f T ., -,� LINE OF 919.8� o� �� L c 920 9 9 <br /> 911.99 , �,n., t�l n n y� th1 \ � � Quarter of the Northeast Quarter a distance of 118.28 feet to the point of beginning of the line to <br /> �th3/ \ vl vvn I n I \vv. ;E E 66 FT.(0 �I r%lcn I I <br /> I I / �� , 915.20 I _7 be described; thence South 12 degrees 37 minutes 22 seconds West a distance of 143.13 feet; <br /> l � � <c � � II � - S88 23 21 202•�0� HIGHWAY EA�tMT PER � �TILITY�ASEMENT�P3�R� �i� I � � / thence South 8 degrees 26 minutes 35 seconds West a distance of 279.89 feet; thence Southerly <br /> ` / ANOKA COUNTY HIGHWAY \ DOC.\0. 484213.�06 ` I J J f along a non-tangential curve, concave to the East having a central angle of 22 degrees 32 minutes, <br /> I y� o�sz -"RIGHT-OF -WAS AT NO. �� 56.28 �' $0.0 +O a radius of 866.93 feet and an arc distance of 340.95 feet, the chord of said curve bears South 6 <br /> \ / �\ 111.15 175.89 / .� �00°06'05 E 'I 6 I Gr0�o �\ degrees 16 minutes 09 seconds East; thence South 17 degrees 32 minutes 09 seconds East and <br /> 'fe 24"ro 9 » / 75 t \ s V 21�, <br /> \� r_=--ZC= I38�\ �`�- �35 W �R= 1369.16� i ° , 5„E 1 � 17. ` I Naa ` tangent to last described curve a distance of 357.32 feet; thence North 89 degrees 17 minutes 02 <br /> / / \ l L $$ 22 seconds East a distance of 431.60 feet; thence South 0 degrees 42 minutes 58 seconds East a <br /> / \ I 922 pe—W - — - o, - _ distance of 230.93 feet, to a point on the South line of said Northwest Quarter of Northeast Quarter, <br /> 91 W_ + s ' 2 05 ' s�ll ��' I l y ; I �� mne distant 690.47 feet West from the Southeast corner of said Northwest Quarter of the Northeast <br /> _ I —17 R � Quarter and said line there terminating, Anoka County, Minnesota. <br /> I r- n\i I n T n In y^J y / t o ` \� 10TA0 <br /> II \ % A /�%\I It,IT\/ )I/\I IT !1_ <br /> , ���•�� niVvt{.n •_.VVIV I I I\�Vrl 9,00�05E EXCEPT: <br /> p •77 4" / +2 of f Parcels 10A, and 10B, Anoka County Highway Right-of-Way Plat No. 75. <br /> 9 „w C.S.A.HA40. 14-(MAIN STREET) 50°18 $ �1 o� -� <br /> — - - , <br /> LINE OF THE NW S$$°56'41"W 690.47 69�4� SE CORNER OF TIE <br /> OF THE N E 1/4 /// j+ T-ern i 1/4=THE E�,L4 <br /> n n I/\�<nLll/\1 IT nr\VM n�I V�.I =tom <br /> _— --_._.,_ nl v\./f\nA \�vvl/\I I n I\Ivrl I \Ji �l\ <br /> ic <br /> 1 n l n `:^ I / <br /> I\.L_..i. I vv. rU � LIJ / <br /> IrLd <br /> 0 50 100 200 <br /> PISNEIERengineering GRAPHIC SCALE IN FEET <br /> EX-SURV- 118283 -BASE.DWG <br /> CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITEC'1S <br /> ( <br /> 651)681-1914 I hereby certify that this plan was prepared by Revisions Date 12-16-20 TYME PROPERTIES LLC <br /> OTTER CROSSING <br /> 2422 Enterprise Drive me or under my direct supervision and that I Name 1.03-01-2021 Plan Revisions <br /> Mendota Heights,MN55120 Fax: 681-9488 am a duly Licensed Professional Surveyor eterJ.Hawkinson Designed Pic EXISTING CONDITIONS 3435 LABORE ROAD SUITE 150 1 . 1 OF <br /> www.pioneereng.com under the laws of the State of Minnesota Reg.No. 42299 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES 1 <br /> ,MINNESOTA <br /> ©2019 Pioneer Engineering,P.A. <br />
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