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HomeMy WebLinkAbout010-841-29-4415-LUP-2022-169 SUBMIT COMPLETED APPLICATION AND FEETo: APPLICATION FOR LAND USE PERMIT • ` SawyerCounty j SAWYERCOUNTY � Zoning&Conserlbation DePart. �-�,....11..b ie StamP 10.eteivedl . rt ` 10610 Main St S�ite 09 [� � ' � V 1 Hayward,W154843 f.-� ' ��� (715)634-8288 j� ( �I .i. {��,..�� 9 �.3 ?f?'�� ' .�� !NSTa�r ipr�c No permits will be issued until all fees are�dAf � Checks are made payable to:Sawyer Counry Zon g Oepart e t � _...--� Dorvo:srnR?fONsrRUcTioNUNritnllaFRMrtSHAVEeeEN'SSVEo�oaPv�cnrvl OriginalApofcalwpYVIUSTbesubmitted PIIIOUTININK (NOPENCII) � 5ubm tt.i oitn�s an r-.,.., ���pi ri�Pe.. _ a...o�t. ��t� -�{�i�'lii'J'N 1 i1n7 IIJ�'� Ownehs)Name: Contrador(s)Name �,� `�;� LL�-- S-F.(� ------ ___ ___ Ma�ling Address: Mailing Address: , $�� �D ��n`o�,� �ci�ve �tl� u►'S.��o1G _____ _. —..__...._ Phone: - . . � Phone: 5i -y��-y��a Ema�L 'V���C���A11•�r.` I Email: � � (�� � vo ���/ a3 i She address: �'�,/.� , , 1�'_� �ti l�f Or Date a lied for: legaq PIN p � C71o8`�((�9 y N I�/ Town of: W C�C� � `/ _--- — ________--- `PermitdeliveryMethod I— �Call Owner ,�Mail Owner r.Call Contractor �Mail Contractor � /\ --_. . ._._... _.—_.._._---------._— -�Is Property/�nd within 300 feet of River,St.eam o��i. Distance Siructure is from Shoreline: � is your v�oaenv i�re�mrtce..�) � n.c wetlands � -, , _ feet �r,F�oodaia�� Creek or Wndward side of floodplain? �f yex- Presenr? � Shorelaod — _— — zo�Fr ves ves � Is Property/Land within 1000 feet of Lake,Pond or Flowage �� Distance Structure is from Shoreline: No 'I , i�yes—co�r�n„e —�� feet No � ��-Non-Shoreland I�. Describe Projed Value at Time of Total Jt of Projec[type Foundation What Type&Capacity is the completion Number bedrooms . ���.:dF���,v�� (House,garege,shed,deck, (Basement, Sewer/Sanitary System�s) �' -� Addition,e[[...) �StO�leS Poat Crawlspace, ,� r ,c,_ t��,�R-naceria�� ' List separetely Slab 5 Dweliing 5� �U � � •.�a��� s�A� �� Accessory Bidg . � Addition/Alterotion Height: TotalSquare Lowest Proposed Use ✓ Proposed Structure Dimensions Footage Gredeto (multiply per Highest story� Peak Residence ( X � Ft. with 2nd story or loft � X � Ft. i� with Basement ( x � I ft. �J Residential Use Attached Garage ( X � Ft. Accessory Structure�exoia��� ( x ) �.�] Ag�ieultu�01 Iae�a�ned�a.ages,sned,,eoa�n��:e�,���� Ft. X Use Temporary Guest Quarters or Bunkhouse(crcie cvve� Ft. _� Commercial/ Deck/Porch/Patio ( X � Industrial Use Ft. (2^d)Deck/Porch/Patio ( x � L Municipal Use � , Ft. ✓ Other le,pia��a b(l�(Q��/1 ( X �v ' ��� (T w l Ft. C J Other ( X � , Prineipal Strudure(Agrimlmral,commerclal.Muniripal,etc.) Ft. Addition/Alteration�e.Pia��� ( x � Ft. Total habitable square feet: Total Non-habitable square feet: 1�� L�� (decks,patios,gareges,sheds,storage area&other structures) � , _ Original Application MUST be submitted � , . .. Attach a�'ia�or s'��+ � your Property on 8.5"x il"or 8.5"x 14"paper.'Must'Include location and setback of proposed and existing struRures,roads, j driveway,sanftary componeMs,weli,lake,river,stream,and wetlands. �,__..—_ .. ..__. ---�-- Measurbements --._ I...— Meawbements �: Deuription Descriptioo � Setback from the Centerline of Platted Road and/or �? Feet Setback from the Lake�ord��oarY n�qn-ware.m�.�) �'�� [� Feet : Setback from the Established Right-of-Way Feet Setback from the River,Stream,Creek �'� � Feet I --.___. __ - - --- '�--- Setback from the Bluff-t,Poi��abie 1 _. N�/k Feet ! __— � ._..._.-- —.... _.. —_...... Setback from the North lot Line 36L> Feet -- � . ._.._. i Setback trom the South Lot Line � 7� Peet � Setback from Wetland __ _ Feet�{ � Setback from the West Lot Line 5'S Feet I Slope within area of construction/disturbance %Slope I Setback from the East Lot Line � i $$Q Feet � Elevation of Floodplain Feet j � -- i �� Setback to Septic Ta or Holding Tank �-- /�/ Feet Setback to Well �_ Feet i Setback to Drain Field i feet ��� --- --.._.. ._._ ._ Setback to Privy(Portable,Composting) � Feet _ ( r _� � �.ed. � Calculate imperviou surfaces.�Roofed,concrete,paved,and other wrfaces that water cannot penetrate.The Zoning OfRce can help you determine if a surface is considere�impervious) li Calculate lot area: � r`L � ��� `�� 3� '��, Indicate lot size fro CSM r NOVUS(cirde one):�- v 0 Acres;Multiply by 43,SG0=Lot area:�.__,_..__� Square Footage �� Calculate impervious surface area: � Determine the total size,in square feet,of your projects listed above(include eaves): �r1�Od�_. sq fl. � ���p�/� I �. Determine the total size,in square feet,of all existing roofed structures(indude eaves�: 'F"PT�P���fl. j �� Determine the total size,in square feet,of all existing pavedJbricked/blocked surfaces:__ � sq ft. ( � j Add these measuremen[s to determine total impervious surfaces: ��� �O�__.__,_sq ft. ' i Cakulate impervious lot percentage i { Total impervious surface:t.._ v�" -t.ot area:`�`��� 5q ft.X 100=impervious surface �` " �MI[igat�on-oreqmredilrotalexceeds15Y,1 , ' '•'Notice a separere reding permit needs to be obtained iT distuPoed area is within the Shoreland district as indicated on previous page and meets criteria below••' _ Grading�� n a slope greater than 20% Grading of more than 1,000 Sq.Ft.on 12%-20%slopes Grading of more than 2,000 Sq.Ft.on Slopes less than 12% Grading is in excess of 10,000 Sq.Ft. I(we)dedare that this application(induding any accompanying Information)has been examined by me(us)and to the hest of my(ou�)knowledge and belief it is true,mrrect and ��.. mmplete. I(we)acknowledgc thai i(we)am are)responsible for the detail and accuracy of all information I(we)am(are)providing and that it will be relied upon by Sawyer . County in determining whe u�a rmit. �(we)further accept liability whith may be a result of Sawyer County relying on this-information I(we)am(are)providing in or , � with chis applicatien.I consent � nty��als charged with administering county ordinanczs to have access to the above described property at any reasonabie;ime for the I � purpo f inspecYio itio elf the undersigned person�s)hereby give permission for access to[he property for onsite inspection by Municipal Officials. ''�, _ . . iIOwner ..-- Owner 'y��-\}{ ^ Q/� � Signature Printed name �v�"`� �,`�";Date 5�1��aa . d You re responsible tor'complying with the requirements oF the Sawyer Counting 2oning Ordinances and law and�regulations of the State of Wisconsin.You are also responsible for complying with State and federal laws concerning construction near or on wetlands,lakes,and ztreams.Failure to mmply may result in removal or modification of construcfion that violates the law or other penalties or costs. For more information,visit the department of natural resowces wetlands idenUfication web page or contact a Aepartment of natdral resourCeS 5ervice cen[er;'60&?267-3125 Issuance Informatio��County Use Only) sanitary Number. ', a of bedrooms. � _ __..—_—: ; i Permit Denied(Date�: Reason for DeniaL � � i __._._._ .__.___ —_—_—.—_._ —_—___.�_--� —_. Permit#: � Issuing agent Date: ' i �� aa- � � � � - � � � - -_ _ __ _ _ _ _ ---_-- iIs Parcel a Sub-Standard lot '�.Yes (Deed of Remid� �� Is Parcel in Common Ownership �:Yes (Fused/Contiguous lot�sll iti tion Reqwred I Yes No Is Structure Non-Conforming I -Yes o � gation Attached i ���Yes No Was Parc O A) �'� Granted by Conditional Use � GrVesed bN�Variance B.� �Se#: -.Yes ��No fase p Y ( ` ___._—_.— _.. .____ _. QI Legally freated � Yes No I Were 7roperty Lmes Represen[ed by Owner � Yes No Was Proposed Building Site Delineated I ves No '� Was Vroperty Surveyed � Yes ���No �I I Office Comments: --.—.._..---�—��-- �-- .— _— � --._._..--{ ` Zone DiStrict t Fee: (a m mcc c..�� 5�,�.� g�t•�l� C l �� o= I __ __ _______ -- _ _ --_ - ' -___ � � ,�, _ . __ , ,,,,��.��F�.�s - . _ . !-- -- —_ -- -- �Jan2020 '— —�---� �+�,�. - � � MAP OF SURVEY cesr v�me.vee S6C 29-II-q IACATED IN PART OF THE SOUTHF.AST ql7ARTF.R OF TH€ ROUTHF.AST qUARTF.R, OF SECI'ION 29, TOYlNSHIP 4l NORTH, rou,vo svevar u�xxan �� RANGE B WEST, IN THE TOWN OF HAY{YARD, SAWYER COUNTY, NISCONSM. BEINC ALL OF LOTS 3--4 OF CERTIFIED SURVEY NAfL A/I"mp. I � MAP No.5357, [ATS 6-8 OF CERTIFIED SURVEY 6fAP No.535d. AND OUTLOT 1 OF CERTIP'IEO SURVEY AIAP No.6259. I � � �- \ � ,loo � D6TAIL 4 N8717'10'E 13�.7E'�IBA13'�6 �� x EIJO}.10' 0.66' J2.J{ Y0T 70 SGlE �� `-' tar r � S I I°'I ;o CS.M. No,6675 . � ��� . .. . m�o 4 ( 11oi o w LONUYd'NT60 SOVTHEAST 1/I6 C10RN6R �I� �� nils�E�, �F I N f g� str.ss-n-e �a . N89'41'10'E 1�03J8' �'L2 Q 13aJ.10' �Yg � � rN09'}9'41'E 43t.96'� � � €a� o�si,u I - _-- I i i w��" �� � u � In _ I I u I LOT 4 Q I �o' ____-_-__.. I�' C.S.M Nq,¢958 � � �o� �_�------ t- _- =r--1 � � i ' �N� � t ---� � � � � al �� �I �g r ml Im �g Sc�einFeeli�=�4�� I TOTALAREAE%CLUDING Q ol� � L075 I-2 OF C.S.3f.No.6357 elP ��� o+ld nlxl v ],497,384 SQ. }7. _n C.S.Y. No_5358 �„���� P � 3d.37 ACRES °�I� �I°i m<�� � \ �I �8 Sl�i�lo \ �, � OSED � �� � --- - -� �s�i°'� DOC.1Yo.339173 �\ � I "I b' � �� 180� ��_ �A..a�„ -4--------I-. I8 �I -T----------- PI I� LOT 6 � C.S.Y. No_5358 n I IJN6 TABLd � I� �I � � U-N00'33'17'E 54.07' 70� � L2=N89'43'IS'E 32.34' � I I I � LJ=SB9'72'4PlV 37.90' � I L4=S89'07'S1'W 65.87' / �- NB9'12'14� 469.82� 589'12'14 469.82_ __' N89'07'49'E 234.9� �s9'sJ'� L5�S00'28'461Y 66.02' 7}4.9f' 234.91' 234.91 � 231.97' UT/AT 1 L6n SB9'10'43'W 66.00' 4 I C.�S,Y. Na8259 L7=N45'OB'25'E 95.04' S I o In I� L9�57605'30'E 0.96' m S89'07�481V � L4 � � �NH I� N Iry � 169.19' ��� cor r �� cor z � tor v la lA2± o �� o� I �ym C.S..V. No.5357 C.S_A/. No_5957 o C.S.Y. No_5557 lo C.S.M. No_59fi7 In .m �l1 h o � q`?ci lo m IN lo N� GS.N. N_8269 g� �ep I� � c�i SOUTN I/1 LORN6R �' �' � N S��-�I-B e Z �35.04' 2 3 5.0 4' 7 3 5.0 0' 11 5.0 0� , � PoUNn SlfRVRY YAFI2R ' --C89'10'3� 470.00' �s y!��;,,�y N�a � �` NAlL�/r'TOP. .�...� SBB'12'OS 470.OB' � 86'IlDE PR1VAT6 NOAD LASCYCflt PCR CS.Y.Ne.696f � �'. ^ 589'10'S7'W 342.94' ' '_""•.____"____"'__'__"__ ___'_'_"'__"_"'_ BS28'�9��_ --_..__.-__�_ `^i)_____._.__ _______________� RM �'m� __- _ _�-- . SB9'10'S71Y iD74.85' � 596871514 � 0 100.55' y � DE6D DOCUNENT No.1988He gpp�,TY HlCIlNAY"B cnnwur+c _._____ �-�.��.e=-� _--�... __-_____--_-__=_-'S89'21'311Y 1341.64'__. _ _-__--.-.- - - --'�--c=. . ___ __ .. ._- � -'_-58'921�31V/ 13�1.64� � � m ________SB9'21'31Y/ 2683.28'- �' -� ---.-. �-- _-__-.._-_____.______-_____ � �- SOUTHRAST CORNER �\ I SLC.19-17-8 I FOUND SVRVSY YARKSF � NAIL 1�/I"10P. � I I � OESCRIPTION M1D SURVEYOR'S CEHIIFlCATE: lowttd in port o!l�e SouUeaal Ouort<r o!the SouNeoe!Ouarter,o(SecUon 49,TownaMp 41 North, Ronge B Weet,in Ihe Tewn ol Hoyword,Sawyer Counly.Ylsconsin.Beinq oll o/Lols 3-4 0l CertitieE Survey Map No.5J57.Lota 6-8 0l CeM1ilieO Survey Map No.535E,ond OuUot 1 of Certi(ied Survey Mop No.B259 and mo.e paA�cubny deac.�bed ae follawa: Commencing al lhe Swlheasi c ol Section 29;lhen<a alm9 lhe ao�lh fne of tho SouUeaal O�oAer o(Se<tion 29,589'21'J7Yl 1341 54'to Ihe Eozl I/I6 tofnet on lhe 9oVth line of Section 29;thence along lhe m mented west fnecol the Soul�ca5t OuaM1er ol Ue Southeost quarter,N00'3J'17'E 54.07'to a sel 4an rod and Ihe poinl of beqinning;thcr�ce,N00'33'17'E 1273.70'!o a lound Iren pipe al the monumcnled�Southeaal 1/I6 c r o/Seclion 29;thence along lhe m menleA north line of Ihe Soulheost OuaRer a(the Soulhea6l Ouarter ol Seclion Z9,NB9'�1'10'E 1303.76'b a lound rc n pipe; Ihence,N89'43�i5'E 32.34'to lhe SouN t/I6 c n lhe wsl i�'ne ofuSecGon 29;thence olong the east lina o(lho Southeast quort�.o/th.Southrosl Wiarter of Seelion 29,500'19'14'W 1195.10'to a polnl;lhence leovtng said ens!Iine,589'22'�BV!32.90�1a a found iron rad on the westerly right ol way of Counly Mghray'K';thence olony said weslerly r�yhl o!woy,N00'20'�9"E 213.28'lo a/o�nd tr rod;lhmce leoHng said rghl ol way,SB9'07'S1�'/65.87'to a founE ir rod;lhence,589'07'4B'W 169.19'to a lound ir rod;lhm<e. 500'2B'46"W 213.89'lo a founC iron roA;Nence,S00'28'46'VI 88.02'to a aet iron rod on the nort�erly riqM ol way of County Hig�xroy'B';Ihence a�ong aa10 nortnsry riynt o!.oy,589'10�57'W 1072.85'to Ihe poinl of bcg�nn:ng. Encepling a parcN deaeriEed aa(ollowe: Commencfng at the Soulheost camer ol Sedion 29;thence aleng the:outli Iine of t�e SouUeart Ouarter o(SecUon 29,589'2i'31Y! IJI7.64'lo th<Eoat 1/16 co n Ihe soulh Itna of SecGon 29:thence along th<m ented weel Gne ol tne Soulheosl Quar4r of the Southeast quarler oi Section 79.N00'3S'17'E 54.07' to a ael ir n rod;t�nnce Iewin9 sa�G res:iine.N43'06'25'E 95.04'to a set fr rod and the point of�Eeginnirg;thence,N00'S2'O6'E 2H0.01' la a aet Iron rod; lher��e,N89'12't4'E 469.8Y lo a fo�nd ir rod;Ihence,500'29'0314 279.98'ta e found tr red;fhmro,589'1Y'OS'W 470.O0�to lhe poinl ot b.gfnning.Conlaining t,497,}fi4 squaro feet(34.77 ocres).SubJetl to Caunty Hig�way�H'ond auDject!o all other easemente,reslrictione,ana cevenants of�record. I,Jesse 8.SuZan,a Profeesional Yfncansin Lond Survryor,do hereby certily thal by the direction ol Ryan Cari,I hova surveyed,mopped,anA Aezcnbed ihis Mop o/Survey. Soie y wo tle' mplionce with ehapler AE-7 of lhe Wstonsin Administrotrve COEe an0 Ilie MaD�a��«�epresentoUon o!the survry made lo the be�t af my kno..l<dgc ond bd�ef. ��� 5�Z/-2022 rc'.I B.Svion Fr Weron n Lnnd Surveyor�7515 LECEND �\��j�5�oH3iti�i� 0 olLRecord�s��o<a�me�� .�W�oo4Z2 •` f�EUEB�` FlELDWORK COAIPIFfFD ON 4-21-2012 � 5et JS' 18'Iron RaA � 5�� wt 1.50 Iba.per foot. Prepv<d by. � ���� 0 Fwnd.75�Iran Rod Jesse Suzan land Surveytng Li.0 = �yr,�� Phom No.(715)631-077� '�9�• �OP` 0' tP.`i 250' 375' • Found I.5'O.D.Iron Plpe � 1J�31w SJoelrom Cirde , ��SUft`�E��� -� 0 Found 1�0.�.Iron Pipe � HoynarC.1N 31843 �//lllll ` L� � � - . Sheet 1 0/I sheeb �� SCALE IN FEET I'= 125� � Found 1.45'O.D.Iron P'rye '1Qev�,1�a O ColculaleEPosition 9-2G�Z2 � � ___._._ � _ . -_p,.Z-..____---.. ..._ _. . . ----�� ---- � --- --. . _.... . - --------- -__._. -_ _--- --- - - ---_.__ ._.-- ---__----�---- 0�W �� W� W� fn . ;• �N W�� �F� W W-� �-- -- ¢� �, /� �o � �� �\� / w � m<nm / r Scale in Feet 1"= 140' I TOTAL AftEA : LOTS 1-2 OF C. � 1,497,364 4 ` 34.37 A n \ N � DEED W 7O� \ DOC. No.333173 t� � � \ � `\ Z 125' 180' —�—__�a , LINE TA9LE ( Lt= N00'33�17��E 54.07� I �O� / L2= N89'43'15"E 32.34' I � L3= S89'22'48"W 32.90' 1 - _ _ _ L4= S89'07'51"W 65.87' N89'12'14" 469.82� L5= S00'28'46"W 66.02' � 234.91' � 234.91' � 234.! L6= S89'10'43"W 66.00' L7= N45'06'25"E 95.04' r- Q � 1.8= S76'05'30°E 0.96� ��o I o ^ w�N N N ti a�W LOT 1 � LOT 2 � L0� 0.�O C.S.M No_635?' I M C.S.M No_5357 o C.S,�f r qvM � N �W� lo O � 1/4 CORNER �0 4'Z � � 9-41-8 `° 235.04' 235.04' � 235.( �J SURVEY dfARKER • — — �Y/>" TOP. S89'12�05 470.08' �!' 66' 1PIDE PRIVATE ROAD EASEMEMI' � ---- ------�------------- -=---- - 83'28'29--��__S89'10'57"W 342.94�-- - -- '"-- PE1i1�7iW---MfI�O �R - 9 9 �00.55' `- DEED DOCUMFNT .No_198889 589'10'57"W 1072.85' � J ----- -- --- COUN?'Y HJ 4•-=•---�=_;- __ o '=•-=•--•_-•_-•-_•-----�_-•-=�S89'21'31"ti S89'21'31 'W 1341.64' L8 �� - � -- -- -S89'21'31_W 2683.28�--- --— --- -- -- -- -- ----�_-- I 3CRIPTION AND SURVEYOR'S CERTIFICATE: ;ated in part of the Southeast Quarter of the Southeast Quarter, of Section 29, Township 41 North, Range 8 West, in tl vey Map No.5357, Lots 6-8 of Certified Survey Map No.5358, and Outlot 1 of Certified Survey Map No.8259 and more �nmencing at the Southeast corner of Section 29; thence along the south line of the Southeast Quarter of Section 29, nq the monumented west line of the Sautheast Quarter of the Southeast Quarter, N00'33'17"E 54,07' to a set iron rod g .7d». � ii+-�'�t 4 ����` �� �,.... ..aa r f �.. ���'w�v a�r : r� ^�� - t � �: �;'z. ,�:� .� * �� �4�.��� . . ,, ,.�.. _ � - ��� � . :- � , . . „ .� , K � � _ :. �" q . � � .�, : �m in '� �. -- , , r '�1;���•t�tly 9�'i„+. . .� � . , : �, , c� � , � �'. 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',�. ia _�.��.'� 4�.4:x` 1t.�� ,:*_�.�,� �?� �,�+i��j�,+by. �.�,�^ `7 . , y' ? �(. �; '�ct. - �. � -`��� e�e^`t .�, ..,._ �°.,��r,°'C r`r'cw. 'u`.�2 � ,r J r � * � L. � .a d �y'�, .�� � { ,�..: �� �il'SY'+� i: ��„ t .,� ��, �#�,�t.�F,�ca'� �?, - �'/�/ i- ,y}+w -'"".�„ e►-4�'�,�.+�f. • ':'�y 'Wl�.`�-a��,a�'+# �40� �{ �� 1� �. � �``' �� �� - _ �.�.a, "aM''s.+.+t.R.,� � "�i�[ ..�'�'�,'�`ti #�'f,�,�.,""i�'j«'�r• 5.�1+- '�rs,-�'��:N 74a• c.• 5/6!22 Regcncy Storaae Systems 7631 Shaffier Parkway - Suitc C Littleton, CO 80127 Ph: 1-800-486-8415 Re: 70'-0"x180'-0"x 14'-0"-I Iayward, w'I �4843 This letter is to certify the above referenced building will be designed in accordance with the applicable sections ofthe American Institute of Steel Construction (AISC� and the American Iron and Steel Institute(AISI)design procedures and good engineering practices for the following loads. Loads are applied in accordance with the 201� Intcrnationat Building Cod�:;. Building is to be erected in accordance with "FOR CONS"fRUC1'ION"erection drawings sealed by IZ. I�cith Jovc�, t3uilding construction type-"I_ype I Il3 Noncombustible Dead Load.............................................2.0 psf Collateral I.oad.......................................0.5 psf Wind Speed...........................................1 15 mph (3 sec g��st) Exposure "C" Livc Load.............................................20 psf Roof Snow Load.....................................42 psf Ground Snow Load..................................60 psf Seismic Data: N.:1. The buyer is responsible for ensuring all specificd loads are in compliance with local regulatory authorities. 1�his letter of certification applies solely to the steel building system and its component parls and especially excludes any foundation, masonry, general contract work, or paris supplied by anyone other than Re�ency Stora;c Syste�ns. R. l:eith iu�c�,p.E. is not I?ngineer of Record far overall project. 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I 0 � a� e� n� t� 7 � (�- ���0� Q �O� pQ� ��°� ��I �s�,�lOo C� �Q� �°O ,� o� REGEN� PROJECT:Justin Honsen 4 �p+��oer+rua u+o�acracTury Mror�wnox cn a�o„�o.ar.rR. w � ���+�� SIZE: 70.0 x 180.0 x 14.0 :����:`a::��o P...• �D ��� CITY: Ho word �o�09�"""iO""�'° ns�c+aoweseru STATE: WI MPROVK }zs z PRIMS ISSUED FO BY OATE � p � �� - I � -0 � � � I I � � � � � st � � � � � �� �. ��0 � § ': I c� � � �� � � � � -� o -� ; .: o � ����o ���"�� o � oo�°' �°'�°' � O� ��� °� -� =� ,. � .; �..,- ����� C� �b D� � REGENC� PROJECT:Justin Hansen 4 cw��oc�n�wo woP�nun»ronw.a. � � �� � SIZE: 70.0 x 180.0 x 14.0 �."���,""°.'�`��o � "�..�,'•""° �'�a..:�«,� �����wM CITY: Ho word �n�o rt�a�� MPROVAL 3 25 2 STATE: WI PRIMS ISSUED�0 s. wTe , a � � 0 � �I � � - � � � � � � � �� � o�� � � �� � � � �� � �. � � � ' p � .r 0 � 0 � ����a ����� o -� �� q�� ��� �� -� _ ��, � -� _ � �._� ��� � � �b , �O � REl`iEN� PROJECT:Justin Hansen 4 canocwrw�wo wocr�c�u+Y�rorwawx cDn 3 �+�� SIZE: 70.0 x 180.0 x 14.0 �o"..�`�.«:'K'�9�; m �s.rv.r,�-wrc .+�R�sW.a..��.a� c° ur°tiwn+n CITY: HO wOrd °°'°'�.prt°�`°e`�"a�""�`o:� ne�r+aao+esau STATE: WI ��� '�PPROVk }z5 z PRIMS ISSUED�O BY pATE W�� � an-ro-art a " �} �v irr s iR'� � � � � � @ � � g� v� — g — �� _ � '-� �� � 4� I ����� � ,IS,O�q�o ��' �� � ��� � - � � DO9�?.-I 4- ////� 9pM EtlN -v RE_�QiEN� PROJECT:Justin Honsen 4 �+��oemw wo mawacux.�Hroawno. y (n _ �r�� o....rs w�+K�su ro nauvrt rn � �� SIZE: 70.0 x 180.0 x 14.0 �.".b�.���:�,.ta � � ����c CITY: Ho ward '�^�"����`�'�"�"�"ro ���� �m""��""�"'�"��''°�RO�" MPROVAL 3 15 2 STATE: WI PRIMS ISSUED FO BY DATE � i Y 4 Y t Y t � I g g � : � � , �� .S �f � � � E 3 e e 11 Y Y y � � � ����vU" ��Oo �q� ; Y ��o�� �� a ��, , �� + � �� �� � � g REGEN� PROJECT:Justin Honsen Y ��fiDE'rtuy WD RIOW.IF.TMv rtKOrtWlqh D (n nax �c nc su.w v � w� SIZE: 70.0 x 180.0 x 14.0 "'"`"'a"`°�°�"�"'°'��R�". ���.��������o � v �+arrr.r.r-e,�,o ena'`,M �vx a`�x'a� � u��co�o+xr CITY: Ha word ��o x�s,���.�,ow��.� ���M� � o�� MPROVAL 3 25 2 STATE: WI ��icnie o�sa�i uY n PRIMS ISSUED� BY OATE � Y � a �°'°°ru � -P - 9 �^. f'< 4 � � q & & q q � & 9 � L _ 9 � ¢ 9 � s & �A 4 q fR, � 9 a � 4 o � �� � � Z � Rg� § a � § p I � 4 � �". 9 9 � � 9 �� I 4 ? & § ����� a �O��J�o a � � a �'O��°� ���� & � 4 � � `' ��� �� REGENG� PROJECT:Justin Hansen 4 cwnocwnu u�o A+oomcrurc�romu,na� cn m saw.snw�. � � ' SIZE: 70.0 x 180.0 x 14.0 '���M�`�`�` S IMb+•ui ��.a wiunc�uc.. FLFD.uN�a[�xrr�owu�d�.rx[u � Y,i 7�7 A�P�Y1,�.��C x MY M/�W w�dar R u5[D�OM il] � �`W�� W�.T1[ 'r[%WwMG4 ���� CITY: Ha ward o��a n���•�.�« IPPROVAL 3 75 1 STATE: WI PRIMS ISSUED FO BY DATE 4/14/22,4:27 PM Proposal Print . Released by Carrie Bender on Apr 14,20�2 Released i �ffi� ;. I 15988 US Highway 63 • Hayward,W154843 • Phone:715-638-0462 h I Family First Construction Phone:715-294-3883 Cell:651-964-9612 Job Address: Hayward,WI 54843 Print Date: 4-14-2022 Storage Building - Family First Construction Site visit required prior to acceptance of final estimate. Please sign proposal to schedule site visit. I P Items Price Storage Building Slab Pour 70'3"x 1803"slab with notching as directed by plan, 4"thick with 18"x 12"perimeter grade beam over 6 mi) poly. Grade beam to have 2-#4 continuous rebar,slab to have macro fiber mesh and smooth finish with controljoints y ' $62,330.00 and cure and seal applied. *"Excavation,base compaction and backfill by others. **All wedge anchors supplied and installed by builder. **No rigid insulation included under slab or around perimeter. Total Price: $62,330.00 LIEN NOTICE SUMMARY:"As required by the Wisconsin construdion lien law,daimant hereby notifies owner that person or companies performing, furnishing,or procuring labor,services,materials,plans or specifications for[he construction on owner's land may have lien righ[s on owner's land and buildinqs if not paid.Those entitled to lien rights,in addition to the undersigned claimant,are those who contract directly with the owner o those who give the owner notice within 60 days after they fi�st perform,fumish,or procure labor,services,materials,plans or specifications for the constru�ion.Accordingly, owner probably will receive notices from those who perform,fumish or procure labor,services,materials,plans or specifications for the co�truction and should give a copy of each noti<e received to the mortgage lender if any.Claimant agrees to cooperate with the owner and owner's lender,if any,to see that all potential lien daimants are duly paid." SITE ACCE55:Customer to provide a solid driveway access to projed site,with enough dearance for tall heavy trucks. Hayward Concrete,LLC is not responsible for damages to road/pavement due to use of heavy equipment required to complete project. CONDITIONS:Due to extreme weather conditions,we do not guarantee against concrete crecking.Salt de-icers should not be used.If Excavating is induded in the proposal,backfilling is to a rough-grade condition,not landscape grade.Permits are the responsibility of the owner or general tontractor unless other arrangements have been made. We reserve the right to request 50%down paymeM to schedule a job,if we feel it is needed,at our discretyyion. '*Concrete work occurring aker October 15th may be subject to additional heating/winter charges. r iU BILLING:Footings and walls will be billed after stripping walls.Slabs will be billed after pouring slabs.Deviations from above specifications involving extra costs will be billed acmrdingly. Additional work will be done on a time&material basis at$125/hour for skid steer or mini-excavator work,and$65/hour for laboc Payments are due net 15 days from invoice/completion of project phase. https://buildertrend.neUapp/share/Z7q9irm MJZ4/LeadProposal/Print/JcAcakn3eAY ��2 4/14/22,4.27 PM Proposal Print � PLANS:If this estimate is given without customer supplying a plan,we reserve the right to request a construction blueprint plan prior to starting work. Customer assumes all liability and price increases if insufficient information was given during the original bid. �y I confirm that my action here represents e ectroni sign re d is binding. / Signature: Date: 1 l�/�� Print Name: �v "" 1^ �`— �v \ � � � 6 i � https://buildertrend.neUapp/share/Z7q9irmMJZ4/LeadProposal/PrinUJcAcakn3eAY � 2�2 " ,..j / '�� � C,x J�C�/�('f�f �(i✓�t. � .. �� �� �� ��� ,� �� �1,( �,- ' } , �,-� �� C , �. i t /'(� (��-}tJ _ ��� � � `� f ! � �C�� aC Sp, � � � � �� S _ ' . 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Y�r.�-��r[".,'^'ti.�..""'F���,�h'.� •+ jyY.K'� •":r'ro ��•,''�'�''d`,�,'"r :�'�'kd.�:� 5/3/22,4:15 PM 2022.05.03 updated pro forma.xlsx Number of Units �j�g i i Annual Gross � a isX3o S zoa.00 S i9,zoo.00 a isxao S zzs.00 S zi,600.00 a isX�o 5 a2s.00 S zo,aoo.00 S si,zoo.00 y � Costs Land $ 40,000.00 (allocating approx.l0 acres) Building $ 148,663.00 Site-Prep/Slab $ 65,000.00 Website $ 1,000.00 � ���� i Signage 5 1,000.00 �� Survey $ 2,650.00 � Misc. $ 10,000.00 $ 268,313.00 Expenses(annuaq i Real Estate tax $ (6,000.00) � Maint/Snow $ (6,000.00) Utilities $ (1,000.00) Insurence $ (2,400.00) Website $ (1,200.00) Credit Card Charges $ (1,224.00) $ (17,824.00) 7 i Net $ 43,376.00 Cap rate 16% I f � https://east-oos.exch022.serverdata.neUx/_layouts/xlprintview.aspx?session Id=32.938ffb7601 e643519f8b494143da01 f21.D89.1.V23.468WqaABYm9y... 1/1 Bohmann Concrete Esti mate 10612N 0'Brien Hill Rd Hayward,WI 54843 P 715-634-0101 Date Estimate# F 715-634-3994 313012022 2022-44 i Estimate for. �� Family First Construction Justin Hansen i This is a proposed offer to perform and furnish the labor and necessary material(s)needed to Pf0f2Ct complete the following items described below. If accepted,this becomes a legally binding contract. Item QTY Descnption Total Slab 12,600 Sq Ft Slab w16x6x10x10 wwf,6 mil poly,Control Jts sawn,1 Coat Sealer 61,000.00 Labor Labor to form Slab on Grade 10,500.00 Thickened Edge 500 '12"X 16"Thickened perimeter Edge wl 2#5 Rebar 9,000.00 Slab Recess 350 Ft 91/2"X 1 112"Slab Recess 2,100.00 Slab Recess 140 Ft 1 112"X 1 1/2"Slab Recess 500.00 Pump Truck Charge Pump truck charge 1,500.00 � � � 1 112%monthly service charge applied to balances unpaid 30 tlays from invoice date. Any alteration or deviation from above specifcations involving extra costs will become an extra charge over and above the estimate. All agreements contingent upon Tota I $84,600.00 strikes,accidents,weather,or delays beyond our control. Owner to carry f re,tornado,and other necessary insurance on above work. Workmans'Compensation and Liability Insurance on above work to be taken out by the ConcretelMasonry Contractor. As required by the WISCONSIN CONSTRUCTION LEIN LAW,we hereby notify you that we,J.Bohmann,Inc. antl/or persons or companies furnishing labor and materials for the construction on your property may have lein rights. This ro osal ma be withdrawn b us is not acce ted within 30 da s. Res ectfull submitted b : John E.Bohmann P Please sign,date&return if accepted: - A down payment(equal to half of the contract amount)is due upon acceptance and prior to the start of the project.Balance"due in full upon completion of the project,as billed. i Mini Storage Quote '""`' DATE: March 25,2022 Customer Name: �ustin Hansen � �'''��� � - - Uelivery Address: To Be Determined �� R E G E N CY City/State/Zip: Hayward,W[54843 Phone: 715-294-3883 , E L :� _ _ _ � t� ; 5 Mobile: 651-964-9612 Fax: � E-mail: iustinCc�familvfirstconstruction.com 1-800-486-8415 ext. 112-Fax 303-948-2059 Building Consultant: DILLON COWLES Walls: Roof: Building Use: Live Load: 20 Ground Snow Load: 60 Coloc TBD Finish: Galvalume Mini StoraQe Roof Snow Load: 42 VYind Speed: 115 Panel: 26 Gauge PBR PaneL 26 Gauge PBR Exposure: C I Enclosure: Enclosed Girts: Red Oxide Purlins: Red Oxide Building Code: Collateral Load 0.5 � Seismic: Trim Color TBD IBC 15 l.oad Reduction: No Importance Factor n wa rammg Width: Length:_ Eave Height- _ _Bays: Pitch: Span_ _ _ Roof Des�n: _ Main I'rame Columns: Left Right bldg A; 70 ft 180 Yt 12.3 ft / 14 ft fr, 1/2 :12 Gable - - - - - bldgB�� ft; ft ft / ft ��ft�:12i i i bldg C' ft ft ft / ft �' ft��:12�, � � bldg D ft fr ft / ft � ft' 12' QTY. Descri ��on irem.s nW prinled below are not iitcluded in diis urchase O tion Price P.O.PRICE 1 Buildin "A" Included Included 24 15 x 35 Units w/12 x 12 Framed O enin s( er buildin ) Included 24 12 x 12 Stora e Doors Model 1000 w/Stainless Steel Latches Included Chain Hoist Included En ineer Stam ed Buildin Drawin s Included Wed e Anchors& Fasteners Included 29 Gau e Partition Panels Galvalume Finish � Included Dri X-Roof Condensation Control $ 4,230.00 O tional-Not Included Gutters&Downs outs $ 1,570.00 O tional-Not Included Site Plan Credit(5 Acres) Included Total Delivered to Jobsite $ 144,433.00 X See notes attached ❑ See drawings attached ��;r ���.`_ �.�€=r>�s � . ��i . . ,':}! � .� � �_. , �'E;i:R Frei ht: Included NOTES TO: Hayward,WI 54843 i .zia`,�� Conerete,Installation of Buildings,Unloading of Trucks, Construction Included in Building Price'1 ❑YES �]NO Forklift Rental,Spreader Bar Rental,Foundation Design TAX-Not included. To be added. To Be Added &Engineering,Drywall,Masonry,Firewall Material, TOTAL CONTRACT PRICE(Ta�c is to be added) $ 144,433.00 Fire Sprinkler Framing,Permit Fees,Electrical,Fencing, Deposit $ 43,000.00 Top Draft Stop,Top Header Seal&Side Brushes C.O.D.BALANCE TO BE PAID BY GUARANTEED FUNDS AT DELIVERY POINT ON UNASSEMBLED BUILDING MA'CERIALS ONLY(Taz is to be added) $ 101,433.00 1 i P . — 4/'T4/22,4:28 PM Proposal Print Released by Carrie Bender on Apr 14,2022' Released �� i €I I 15988 US Highway 63 • Hayward,WI 54843 • Phone:715-638-0462 Family First Construction 1 Phone:715-294-3883 � Ce11:651-964-9612 � Job Address: Hayward,WI 54843 Print Date: 4-14-2022 Storage Building - Family First Construction Site visit required prior to acceptance of f nal estimate. Please sign proposal to schedule site visit. Items Price Storage Building Slab � Pour 70'3"x 180'3"slab with notching as directed by plan, 4"thick with 18"x 12"perimeter grade beam over 6 mil poly. Grade beam to have 2-#4 continuous rebar,slab to have macro fiber mesh and smooth finish with control joints $62,330.00 and cure and seal applied. **Excavation,base compaction and backfill by others. � **All wedge anchors supplied and installed by builder. � **No rigid insulation included under slab or around � perimeter. Total Price: $62,330.00 LIEN NOTICE SUMMARY:"As required by the Wisconsin construction lien law,dalmant hereby no[ifies owner that person or companies performing, furnishing,or procwing labor,services,materials,plans or specifications for the mnstruction on owner's land may have lien rights on owner's land and buildings if not paid.Those entitled to lien rights,in addition to the undersigned daimant,are those who contract directly with the owner or those who give the owner notice within 60 days after they frst perform,furnish,or procure labor,services,materials,plans or specifcations for the mnstruction Accordingly, owner probably will receive notices from those who perform,fumish or procure labor,services,materials,plans or specifcations for the construction and should give a copy of each notice received to the mortgage lender if any.Claimant agrees to cooperate with the owner and owner's lender,if any,to see that all potential lien daimants are duly paid." I SITE ACCE55:Customer to provide a solid driveway access to projec[site,with enough dearance for[all heavy trucks. Hayward Concrete,LL¢is not rezponsible for damages to road/pavement due to use of heavy equipment required to canplete project. p CONDITIONS:Due to extreme weather conditions,we do not guarantee against concrete crecking.Salt de-icers should nnt be used.If Excavating is induded in the proposal,backf Iling is to a rough-grade condition,not landscape grade.Permits are the responsibiliry of the owner or general contrador unless other arrangements have been made. We reserve the right to request 50%down paymen[to schedule ajob,if we feel it is needed at our dis<retion. "Concrete work occurring aher October 15th may be subject to additional heatinq/winter charges. BILLING:Footings and walls will be billed after stripping walls.Slabs will be billed after pouring slabs.Deviations from above specifications involving ex[ra costs will be billed accordingly. Additiona)work will be done on a time&material basis at$125/hour for skid steer or mini-excavator work,and$65/hour for labor.Payments are due net 15 days from invoice/completion of project phase. '{ I� � https://buildertrend.neUapp/share/Z7q9irmMJZ4/LeadProposal/PrinUJcAcakn3eAY �/2 , 4f14/22,4:28 PM Proposal Print PLANS:ff this estimate is given without customer supplying a plan,we reserve Ihe right to request a construction blueprint plan prior to starting work. Customer assumes all liabiliry and price increases if insufficient information was given during the original bid. I confirm that my action here represents my electronic signature and is binding. I I i i Signature: Date: Print Name: � II{ P � �I https://buildertrend.neUapp/share/Z7q9irmMJZ4/LeadProposal/PrinUJcAcakn3eAY 2/2 5/3/22,3:14 PM Buildertrend � � �� � �� � � . � � �� b��� ►� � `- � �� � � r �O ��'�`� \.IY �. � ��'� , �M � �1 , (��-�' � � � � � 15988 US Highway 63 • Hayward,WI 54843 • Phone:715-638-0462 Family First Construction Phone:715-294-3883 Cell:651-964-9612 � J�b Address: Hayward,WI 54843 Print Date: 5-3-2022 Storage Building - Family First Construction 5ite visit required prior to acceptance of final estimate. Please sign proposal to schedule site visit. �� Items Price Storage Building Slab Pour 70'3"x 180'3"s�ab with notching as directed by plan,4" thick with 18"x 12"perimeter grade beam over 6 mil poly. Grade beam to have 2-#4 continuous rebar,slab to have macro fiber mesh and smooth finish with control joints and $62,330.00 cure and seal applied. � *�Excavation,base compaction and backfill by others. **All wedge anchors supplied and installed by builder. � **No rigid insulation included under slab or around perimeter. Total Price: $62,330.00 LIEN NOTICE SUMMARY:"As required by the Wistonsin construction lien law,daimant hereby notifies owner that person or companies performing,furnishing,or procuring labor,services,materials,plans or specifications for the construction on owner's land may have lien rights on owner's land and buildings if not paid.Those entitled to lien rights,in addition to the undersigned daimant,are those who mntract directly with the owner or those who give the owner no�ce within 60 days after they frst perfonn,furnish,or procure labor,services,inaterials,plans or specifications for the construction.Accordingly,owner probably q�ill receive notices I from those who perform,fumish or procure labor,services,materials,plans or specifications for the construction and should give a copy of eath notice received to the mortgage lender if any.Claimant agrees to cooperate with the owner and owner's lender,if any,to see that all potential lien daimants are duly paid." SITE ACCESS:Customer to provide a solid driveway access to project site,with enough dearance for tall heavy trucks, Hayward Concrete,LLC is not responsible for damages to road/pavement due to use of heavy equipment required to complete project. https://buildertrend.neUapp/share/Z7q9irm MJZ4/Lead Proposal/KfwLe8KOm3keZyhi2_L31 AlJcAcakn3eAY/false 1/2 5/3/22,3:14 PM Buildertrend CONDITIONS:Due to extreme weather conditions,we do not guarantee against concrete cracking.Salt de-icers shou-�d not be used.If Excavaping is induded in the proposal,backfilling is to a rough-grade condition,not landscape grade.Permits are the responsibility of the owner or general contractor unless other arrangements have been made. We reserve the right to request SO%down payment to schedule ajob,if we feel it is needed,at our discretion. ^*Concrete work oaurring after October 1 Sth may be subject to additional heating/winter charges. BILLING:Footings and walls will be billed after stripping walis.Slabs will be billed after pouring slabs.Deviations from above specifications involving extra costs will be billed accordingly. Additional work will be done on a time&material basis at 5125/hour for skid steer or mini-excavator work,and$65/hour for labor.Payments are due net 15 days from invoice/completion of project phase. PLANS:If this estimate is given without customer supplying a plan,we reserve the right to request a construdion blueprint plan prior to starting work.�ustomer assumes all liability and price increases if insufficient information was given during the original bid. I � � Signature: Date: Apr 18,2022,9:51 AM Approved by Family First Construction � � � � � i https://buildertrend.neUapp/share/Z7q9irmMJZ4/LeadProposal/KfwLe8KOm3keZyhi2_L31A/JcAcakn3eAY/false � 2�2 Real EState Sawyer County Property �isting Property Status: Current Today's Date: 6/8/202z Created On: 12/13/2017 2:42:43 PM �'Description Updated: 3/9/2021 '� Ownership Updated: 1/13/2022 __ _ _ _ _ _ __ _ _ _. Tax ID: 42998 COUNTY B LLC HUDSON WI PIN: 57-010-2-41-08-29-4 04-000-000140 Legacy PIN: 010841294414 Billing Address: Mailing Address: Map ID: COUNTY B LLC COUNTY B LLC Municipality: (O10)TOWN OF HAYWARD 816 DOMINION DR 816 DOMINION DR STR: 529 T41N R08W HUDSON WI 54016 HUDSON WI 54016 Description: PRT SESE Recorded Acres: 26.106 � Site Address * indicates Private Road . __. . _ __ __ _ _ __ Calculated Acres: 0.000 N/A Lottery Claims: 0 First Dollar: No �:-) Property Assessment Updated: 4/18/2022 _ _ ___ oning: C-1 Commercial One 2022 Assessment Detail ESN: 444 Code Acres Land Imp. G4-AGRICULTURAL Z6.106 3,900 0 � Tax Districts Updated: 12/13/2017 -_.__.____ ___ 1 State of Wisconsin 2-Year Comparison 2021 2022 Change 57 Sawyer County Land: 4,500 3,900 -13.3% O10 Town of Hayward Improved: 0 0 0.0% 572478 Hayward Community School District Total: 4,500 3,900 -13.3% 001700 Technical College .� Recorded Documents Updated: 2/23/2022 t=J'Property History _ _ _ . _ _ _ _ _ _ _ CORRECTION INSTRUMENT Parent Properties Tax ID Date Recorded: 2/11/20Z2 437576 57-010-2-41-08-29-4 04-000-000110 42995 WARRANTY DEED Date Recorded: l2/21/2021 436642 CONVEYANCE RECORDED NOT USED Date Recorded: 3/23/2018 411581 CERTIFIED SURVEY MAP Date Recorded: 11/16/2017 409809 WARRANTY DEED Date Recorded: 10/3/1995 250546 HISTORY�Expand All History White=Current Parcels Pink=Retired Parcels �Tax ID: 11570 Pin: 57-010-2-41-08-29-4 04-000-000060 Leg.Pin: 010841294406 Map ID: .16.6 �Tax ID: 11565 Pin: 57-010-Z-41-08-29-4 04-000-000010 Leg.Pin: 010841294401 Map ID: .16.1 �Tax ID:42995 Pin: 57-010-2-41-08-29-4 04-000-000110 Leg. Pin: 010841294411 42998 This Parcel Parents Children