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012-640-05-2107-LUP-2023-418
SUBMIT COMPLETED MVLICATION AND ceero: APPLICATION FOR LAND USE PERMIT Sawyer County SAWYER COUNTY,WISCONSIN � � I � a 3 '�} Zoning&ConservaUo�Dewrt. .. ..._ . . ` �� 10610 Miin St Suit!49 oate stamo�a�ro� � � -"— ""'�""`....-. W �,��.W��3 ,:�hk#__�:.`�! � ��? .� (715)6348288 �/ /^/�� __ - --°-y �. � �;cpt� s v�3 INSTRUCTIONS:Np permits will he Iswed uMil all fees are paW ".•`"- ....' ��. �. � Checks are made payabk to:Sawyer CouMy Zoning Department. DONOTSTARTC(7NST3l1flInN,1N�'�.LALI.PERMI�SHAVEdEEN'��.SSUEDiOAPFLIC4NI. ��iRI11d10.pp1iCdtiOflMU$TbC51lbR11LC2d fILIIXJTININK (NOPENCIL) SuDmlHal of this appli<at�a�.����_c��.pt of fees ioes n .o�st�.tute oermit-�ssuar�e Owner�s)wme: Contnctor�s)Name Verizon Wireless Mailing Addreu: MaiNng Address: 720 Main Street,STE 200,Saint Paul,MN 55118 PhO"°:715-415-4528 vnone: Em,n:kgerber@buellconsulting.com E,,,,;�; ��,�„�; Along Forest Road 319,Hayward,WI o.uacea i�earm: PIN N � — rj 'a�� rm�m or: Hunter Permk delivery Method �Call Owner y(Mait Owner n Call Contractor ❑Mail Contractor Is Property/land within 300 feet of River,Stream�md. Distance Structurc h hom ShorcMe: Iz your Property mmrm�ttm�) � ��e We[lands feet ��n�!oodolain CreekorLandwardsideofHoodplain? ifyes--continue ,^�p� ,t�r�r� " Shoreland Yes Is Property/Wnd within 1000 feet of lake,Pond or Flowage Distance Structure is from Shoretfne: Y"� IIfyes--continue --� feet O No y4 Non-Slwreland Describe Project Total M of Va�ue at rme of P�oject type Foundation What Type&Capadty is the Completion Number bedrooms (House,garage,shed,deck, (Basement, Sewer/Sanitary System(s) " ' 't�`: nddition,etc._� of 5rories Crawlspate, �„st r�na&���n.,;ecal �� �� eonstruetlon �W N Slab) Colocating equipment on S ebsting telecommunications N/A N/A N/A N/A tower ��M6 $ /kceswry BW6 $ PAdkion/aKration aA Height: 7otalSquare Lowest Proposed Use � Proposed Strudure Dimensions Footage Grede to (mukiply per Nighest story� Veak Residence ( x � Ft. with 2^"story or loft � x � Ft. with Basement ( X � Ft. '� Residentlal Use Attached Garage ( X ' Ft. Jk[essory St►uCture laplain� ( X � � Agrieultural �°`v='"°."'e°'."K°',°°,:"°"'.','ni Ft. V� Temporary Guest Quarters or Bunkhouse�arde cyoe� ( x � Ft. � Commercial/ Deck/Porch/Patio ( X � Ft. Industrial Use ( x � (2nd)Deck/Porch/Patio Ft. ❑ Municipai Use ( X � Other�e.pia��1 p� ❑ Other ( x � PffnCip81 StNduro([�gricuhural,Commerciai,Municipa�,Etc.) Ft. � Colocating equipment on ( N/A X N/A � Addition/Akeration�expiain� ebsting telecommunications tower w'0` p�, N/A Total habkable square feet: WA Total Non-habitable square feM:10,000 (decks,patios,garages,sheds,storege area&other structures) r Origin�l Pppli<ation MUST be submi[ted Attach a Vlan o�Skeich yo�r iroperty on 8.5"x l l"or 8.5"x 30"paper:•MUR•IrMude butfen xM setbah d praposed aM nlsNns structv�s.�utl; OMew�Y.�+nibry components,wNl.�ke.river,sbeam,anE weflaMs $etWd SetWck MmIVLo^ MqsuM�erhs ���� Muwrwne�M1s ��,SetbackfromtheCenteAineofVlaMetlXoaAand/or Feel Setbackfromthelake�a.e an� 2.160Feet '�,Setback from[he Esiabllsl�etl FightaF-Way 130 Fee� Se[back from Me Rlvei,Sfream,6Geek m '!,9]0 Feet ' Se[back from the Blu(1�i�pqti�u. N/A Fret �SetGack fiom[he Nart�lot line 264 Feft Se[back hom tM1e So�M Lot line 323 Feet Setback from WetlanE 475 Fee[ ��,Set�ackhomtheWestLotLine 130fett Slooewkhin�reaolcannructlm/dhwrbance %Slope ''�,Setback hom[he East Lot Line 254 F� Eleva[ion of floodplaln Feet �SelbacktoSepLCTankorNaldl�Tank WAFeet SetbacktoWNl WAfeet i Setbackto Drain field N/A Feet �Setback to Pnvy�Portable,Cam s6n� WA Feec GIcu1Ne ImpeMa�s sur(acn.(p�.�^�e.paved,aM Mhn srl�as th�1�rater nmot peneMta.Th�2onip Ofllce on hdp yau datermine Na su�face Is considered ImpeMous� I iGlculatebtarca: �' Intlica[elotsizefrom6MorNOWS(cir<leone)- Acres;MuklplYby43,560=lotarea: SquareFoatage I � UlculateimperviouswAacearea: '� I De[ermine the tolal size,in spuare fee[,of your projects IisteA above�inclutle eaves�: sQ k. I De[erminetheto�alsize,lnspuaretee[,ofallexlstingroofeEstruRures�lntludeeaves): sph. I Dererminethetofalslze,ins0uarefee[,ofallexistingpaved/brlcked/blackedzurfaces: sak. Addthesemeasurementstode[erminemblimperviou55uAarns: sqft. plculate impervlous lat percenbge Totalimperviouss�rface: �lo[area: Sqk.X300=impervioussurtace % IMrtn ��,2euinenmui..xassz� •••NOHre a zeparzh paEing permk needs to Ee obpined HdisW rbed area is wRhin the ShortUnd Eutrltt n Inika[eE on Om'bus page an0 meets crkeru bNpv" Gradin o azl reatertM1anlp% Gradin ofmorethan1,0005p.Fton11%-20%slo s Gradin ot more than 1,000 Sp.Fi.on Slopes lessthan 1]% Grading is in e�cess of 10,0005q.Ft. (weldxlarecM1att��sap01"<xan('ndW'�gn � gnlormaton�M1a 'neEby (us�anEta[M1ebes[o(my(ovr�krwwldgeanCbelie(�RsnuecorrettanA omDlete.l(welacknowleEget�ati�we�am�el�espo��EkbrMetletailanUxcuraryo(allinformation1�we�am�are�praNtlingaMMatRwillberelieEupon�ySawye� Counry in Eehrmining whe[her�o Issue a permil.I�wel�+rtM1er accept I�ab�iliry wM1lch may be a resW<of Sew�er<ouMy re�yinp on���is��nlormat�on i(wp�am�are)provlEing In or rt�th��sappiKation.l�we�co unryoKclalschargetlwrthaEminlstenngcountyorC�nan[ezto�aveaccessto[M1eaEoveEescnbedpropertyatarryreasona�letim¢foriM1e p P eof�rnspect�on^aEEtonalty,[M1eu�Merslgnetlperson�s�M1erebygivepermiss�onforaccess[ocMpiopeM�oronsite�nspect'wnbyMuniciOa101ficials. s�re/�2t��oi+. v�me�� oa� 9/1/2023 I rezponsiblelacomDH'�BwrtM1[M1ereQu�remen[zolt�eSawye�CouningZoningOr �andlawandregu�rt%nso(c�e5careofwisconsin.vouarealzorespo�uiblefo� omplY��B�'�t�5�ateaMFeEenllawsconrerningcons[ruttronnearoronwe[ImEs,la4eseianOs eams.Fai r omplYmayresultlnremoralormoC�l'icationofconstruction ctfiatNolatntM1elaworotherpenakiesar�osu.Formare�informrtion,NSM1IM1edepartme fafnatu�alrewurteswetiandsident�catanweb0ageorrontaRaOepartmentoi natural rezources service cen er(fiOB�M�-3115 Ksuance In/wmation(County Use Only) s'^'�an�+�meer: �ot ned.om�s: vermrc oen�ea Iwrel: neaun mr oe��.i: YermX M: Issuing agent Date: �3 -�,�� � 9 a3 �:v„�d,s�o-sn�m.a m� ��-ro�ona er nKae� kigation Repune0 �.Yn �-.�o Ii Pattel in Comman Ownership '.Ya�FuwO/Carci�uous�arysl) Mi[I6n�AmcheE ���Yn i.:No IsStructurt Non{q�(pmmg �vet No GnnttE�yVarlanre�B.O.A.� GrantM�yCOMlcionalllu �1� �O� �rc �xo rne c �ra c«�: v W as Varcel LeplN Geattd Yn No Were VropeM���es NepreSenteO by Owner Yn .1b � WasPraposeEBuiMingSkeDelineateC Yn No WasVroceMSurveyetl ��Ya �-:No OffiuCommenh: r ZoneDishict Fee: La r�Oc�'han i-� ct�� t�T R'� SO J Hoiaro,sa�nary: eowr«1ea: n�r.oa��r �o�d.or.PP.. •iazozo / r Real Estate Sawyer County Property Listing Property Status: Current Today's Date: 9/19/2023 Created On: 12/8/2010 11:22:04 AM �. Description Updated: 7/18/2023 (.v Ownership Updated: 7/18/2023 _-- ___ _ __ .. ___ __ _ _. _.__ _ _____ ________.------ _ Tax ID: 40965 TRISHA ANN SMITH BUCHANAN MI PIN: 57-012-2-40-06-05-2 O1-000- 000070 Billing Address: Mailing Address: Legacy PIN: 012640052107 TRISHA ANN SMITH TRISHA ANN SMI'TH Map ID: .5.7 809 TERRE COUPE ST 809 TERRE COUPE ST Municipality: (012) TOWN OF HUNTER BUCHANAN MI 49107 BUCHANAN MI 49107 STR: S05 T40N R06W Description: PRT FRAC E1/2 NW LOT 2 i%, Site Address * indicates Private Road CSM 31/267 #7763 ------- _ _ _. ---- ---- ----- --- ---___. 9672N FR 319 HAYWARD 54843 Recorded Acres: 7.780 Lottery Claims: 0 I�� property Assessment Updated: 4/26/2023 Eirst Dollar: No 2023 Assessment Detail Zoning: (RR2) Residential/Recreational Code Acres Land Imp. Two ESN: G2-COMMERCIAL 1.000 10,000 0 G6-PRODUCTIVE 6.780 7,600 0 .:� Tax Districts Updated: 12/8/2010 FOREST _ --_-- - _ __ __. 1 State of Wisconsin 2_year Comparison 2022 2023 Change 57 Sawyer County Land: 8,700 17,600 102.3% 012 Town of Hunter Improved: 0 0 0.0% 572478 Hayward Community School Total: 8,700 17,600 102.3% District 001700 Technical College �, I.� Property History .., Recorded Documents Updated: 12/8/2010 ---- -- - - - - -- --- ---__ __---_ ___ __ -_ _ _ _ ___ Parent Properties Tax ID :: QUIT CLAIM DEED 57-012-2-40-06-05-2 01-000- Date Recorded: 6/2/2008 353954 000010 13667 ,�.: MAP OF SURVEY Date 5406-4 Recorded: 5/24/2023 ;_. ..� CERTIFIED SURVEY MAP Date 370197 Recorded: 12/3/2010 �. ..; AFFIDAVIT OF CORRECTION Date 354818 Recorded: 7/18/2008 HISTORY �:� Expand All History_ White=Current Parcels Pink=Retired Parcels �� Tax ID: 13667 Pin: 57-012-2-40-06-05-2 01-000-000010 Leg. Pin: 012640052101 Map ID: .5.1 40965 This Parcel I�� Parents is� Children ; BUELL CONSULTING,INC. B�_L L �ZO Main Street,Suite 200 � � Saint Paut,MN 55118 � (651)361-8110 � www.buellconsulting.com Thursday,August 31,2021 �����15��c��- `i�•�,%� / J county of sawyer,w� � SEP 1 $ Z023 DepartmentofZoning&Conservation Attn:Ja Kozlowski,Zonin & --- - Y 6 qo,;-�-,. ConservationAdministrator ZONiNuF,Gi,r�t�d,;,:F;:;;,pN 10610 Main Street Hayward,WI54843 RE: LUP Application for Colocation on Existing Tower Site—ref.WI02 Treeland. Sawyer County PID:57-012-2-40-06-OS-2 O1-000-000070,comprised of part of E1/2 NW of Section 5, Town 40N,Range 6W Dear Jay Kozlowski,the County of Sawyer Zoning&Conservation,and the Sawyer County Zoning Committee,on behalf of Verizon Wireless,Buell Consulting,Inc.hereby submits a Land Use Application for Colocation on a Communications Tower owned by Cloud 1/BugTussel Wireless on the property within Sawyer County PID 57-012-2-40-06-OS-2 O1-000-000070 owned by Trisha Ann Smith. Enclosed with this letter are the following items: • Zoning Narrative(see immediately following pages)explaining how our proposed project complies with the County of Sawyer's Zoning Ordinance • LUP colocation application fee check in the amount 5500 • LUP colocation application form completed and signed by me,on behalf of the applicant,Verizon Wireless. • Site Plans by Design 1 • An up-to-date structural analysis showing that the proposed equipment is safe to install on the tower Please do not hesitate to call for any clarifications or additional questions related to any of the LUP application materials.So that we can monitor various internal and external deadlines,including but not limited to the deadline for approval of this application under Section 66.0404(2�(d)of Wisconsin statutes,please confirm that this application is complete or,if it is not complete,please provide a detailed description of the required information that is incomplete pursuant to Section 66.0404�2)(c)of Wisconsin statutes. Sincerely, Karl Gerber Site Development Agent on behalf of Vertical Bridge VBTS,LLC Phone:715-415-4528 EmaiL kgerberR�buellconsultin�.com :• -" � R' : � � . ° "` 'k'.✓'-' w+.^ R�'� � .� � . v v ' rE: � �. ,p.v ...'Y k .'r i .? �.v_ `'M1. a'+�" t. �� t �� �-L 3k '—,.r Y '� a F '. " t j1° �� �.- �ql � ii x .'•�,.4 � i x '. ` r..n r _... St'�„ .¢ a ^:u �. y' y � "���"•'; �, �r' '�a� � '�'• � � �. r 4 "t.l.: � , ^rY-' C � �= . .,i���Y+'�`...# ��' a`� 'wFt� �< r -� � � a;.ry3���a i.,. �.* �.;��(�. �$� -,'- yy_.. ,�.,�`�.. _.'�� 'Y i,pI^ Y � f l✓l , ''b'� �Y +� .� ^Kh1' `G"S � t ' •��. +a 7 e : W7� .• 'S 1 � , s � :�0 4 .n .� krt^ : a" � .i f� s � S :T i a�' .r - � . f 9' �`'�}�'/_ "- ,�. ✓��.jg �k . �e i ,s ;� . J� w I r y t.. �,M� �� .R � ... . •' �Gew. ^ " h '�'. `� '' i _. . r .. q � ::w yL ��,�" ..�7q" i'' � 'd' . �. '.� . _ . �� '�� f, �:n A .. 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"F2�. �rY �.'�` . , y ' �. �. r � `� . s�.�ry, "'S'�lq,�w a.� . � ' f ' i a �-'.+o� . 1<' � ' '� .r6+�'K �!i � ,.�. . � �,�i 5 Q s 1� t F . *�r r'Y'. 5 -�.. a7'� - � . ��' ," .nFti� �� �� �ry 1 Zoning Narrative I Page 2 of 8 2oninR Narrative Land Use Permit Application for a New Communication Tower SawyerCounty PID 57-012-2-40-06-OS-2 01-000-000070 This zoning narrative is included to state how our application tomplies with the County of Sawyer's Zoning Ordinance (cited ordinance language is in blue italics, our responses are in normal font). Communication Tower Use: Our proposed use is located on an existing tower that is located on a parcel zoned as RR-2 Residential/ Recreational 2, within the Township of Hunter in the County of Sawyer.There are several wooded and vacant lots adjacent to the prosed site, yet iYs close enough to residential areas to provide enhanced service to the area residents and to traffic traveling County Hwy B, County Rd CC, and boat traffic on the Chippewa Flowage. Performance Standards and UnderlvinQ Zonine District Setbacks: Tower-specific standards: Per SAWYER COUNTY 9.2 LAND USE PERM�TS ORDINANCE: Sub Section 9.22: Application Procedure: "An application for a land use permit shall be made to the Zoning Administro[or upon forms furnished by the munry and shall indude the following: 1 J Name and address of applicont and property owner. ZJ Legal description of the property and type of proposed use. 3)A Scaled map or drowings showing accurotely the location, size and shape of the lot(sJ involved; existing and/or proposed struciure(s) induding the location of any public or private road or easement, or any wetland(sJ or wa[ercourse(sJ and the existing and proposed use of each structure.` We believe the site plans provided and information on the Land Use Permit Application satisfy the needs of 1,2, and 3. Sub Section 9.24 General Requirements For Obtaining A Land Use Permit `1J Apply Jo� o Fire Number. We will be using the existing fire number since we will be adding equipment inside the leased area of the tower that already has an existing driveway and fire number. 2J If appliroble, a separate "Bunkhouse Sign"(yellow sign) will be required(sign to be placed direc[ly below Residence Fire Number and affixed to Bunkhouse or Temporary Guest Quarters structure.) if lot con[ains o Bunkhouse or Temporary Guest Quarters as listed under 416 (4) in the Sawyer County Zoning Ordinance. Not Applicable. 3J Have o Certified Soil Test done. Please see attached documents. 4J Have o Wisconsin licensed plumber opply for a Sanitary Permit. Not Applicable. 5J Contoct the Zoning Office for a Land Use Applica[ion or print one from our website. Please see attached permit. �BU=LL Zoning Narrative I Page 3 of 8 6f Apply for and pay the fee for the Land Use Permit prior to beginning construction. Citations and orders for removol may opply in [hose instances where construdion begins without the issue oJ[he proper permits. Please see attached check for$500 colocation. 7J Town permits may also be required. Contact the respec[ive Town Clerk. We reached out to the Township of Hunter Clerk, Patty Swaffield, and according to her they only need a copy of the Land Use Permit. 8J Contoct the Uniform Dwelling Code inspector for inspections thot ore needed. Not Applicable. 9J A Major Grading Permit is needed for excavating over 10,000 square feet and a Minor Gradinu Permit may be needed on shoreland property under other circumstances. (see Sawyer Counry Shoreland-Wetlond Protection Ordinance Section 8.2J Please see attached plans. We will be working in a 20' x 25' (500 sq.ft.) area on the ground, inside the already leased area of the tower compound. 10J Check Flood Plain requirement." Not located in or near a flood plain. Thank you for considering our proposed Land Use Permit Application and Submittal Package for Verizon's proposed tower colocation. We believe we satisfy the requirements for the proposed tower colocation facility, and we welcome any questions and comments as you review this application. Please feel free to call me with any questions. Sincerely, Karl Gerber Site Development Agent on Behalf of Verizon Wireless Buell Consulting, Inc. 702 Main Street, STE 200 Saint Paul, MN 55118 0 ff i ce/Ce I I:715.415.4528 �BU=LL RHM KER employce owned February 9, 2023 Alicia Broeren Cloud 1 417 Pine Street, P.O. Box 1060 Green Bay, WI 54301 SUBJECT: STRUCTURALASSESSMENT 250.F00T SELF-SUPPORT TOWER CARRIER: BUG TUSSEL WIRELE55 SITE: NEW POST FOREST ROAD 319 HAYWARD, SAWYER COUNTY, WISCONSIN 54843 RAMAKER 8 ASSOCIATES PROJECT NUMBER: 51960 RESULTS: TOWER: 99.8% PASS FOUNDATION: 43.6% PA55 Dear Alicia Broeren: Ramaker 8� Associates, Inc. (RAMAKER) respecifully submits ihis siructural assessment for ihe above-mentioned site. The purpose of ihis report is to determine the siructural iniegrity of the existing siructure with the existing and proposed loading. Engineering recommendations regarding the analysis resulis are provided in ihe following pages. RAMAKER developed a finite element model of ihe tower using inxTower analysis sofiware. All information contained herein is valid only for ihe described siructure configuration and loading conditions. RAMAKER reserves the right to modify our recommendations should alterations to ihe tower loading occur. If you have any questions or commenis, please do not hesitate to contact our office. Sincerely, ��h\1111111II N�yN�y,�' RAMAKER & ASSOCIATES;\I��\SCpNs,��/' �a• s� ��n`��� �A � r/D7�%� � 1'l�}� T MOOREE = Thomas E. Moore, P.E. _ E-38746 = Project Engineer o 9 SAUK CITY, /y= ,� O� WI ��� � �.` FS � ////,����Oi�S�ONAI E�G���\\\ �l//lll llll I1111111111P\\��\ (608) 643-4100 % 855 Community Drive ramaker.com � Sauk City, WI 53583 � NEW POST February 9, 2023 ANALY515 CRITERIA Building Code 2015 IBC TIA-222 Revision TIA-222-G Risk Category II Ultimate Design Wind Speed,V�o 106 mph (3 sec. gust) Design Wind Speed w� Ice 50 mph (3 sec. gust) Ice Thickness 3/4 inch Exposure Cotegory C Topographic Feature None Per TIA-222-G, Section 2.6.4.1 and TR-14 FAQ's, ASCE 7-16 wind speeds and ice thicknesses were utilized. SUPPORTING DOCUMENTATION • Tower and foundation analysis by B+T Group,job number G0159054.002.01, dated 4/7/2022 • Geotechnical report by RAMAKER, job number 51960, dated 3/17/2022 • Consiruction drawings by RAMAKER, project number 51960 • Site visit(s) conducted by RAMAKER • Other pertinent data procured or assumed by RAMAKER during site due diligence activities RAMAKER & ASSOCIATES, INC. Page 2 of 6 PROJECT NUMBER: 51960 NEW POST February 9, 2023 TOWER LOADING RAMAKER understands ihat ihe loading to be used for this analysis will consist of the antenna equipment, mount, and cable configurations as shown in the following chart: Elevation AppvMenance Mount Feedline Owner Stafus (1) Lightning Rod 250 Top of Tower -- Existing (1) Large Beacon (1) 1/2 (6) Commscope NHH-b5C-R2B (3) Ericsson AIR 6449 220 (3) Ericsson 4449 (3) SiteProl (3) Hybrid VZW Proposed VFA12-HD (6) Ericsson 8843 (3) Raycap RVZDC-3315-PF-48 RAMAKER & ASSOCIATES, INC. Page 3 of 6 PROJECT NUMBER: 51960 NEW POST February 9, 2023 TOWER RESULTS The maximum tower member siress capacities under ihe loading conditions previously described are as follows: Component Type Percent Capacify Pass/Fail Leg 53.1 Pass Diagonal 99.8 Pass Horizontal 1.0 Pass Bolt 41.4 Pass Anchor Rod 40.4 Pass RATING 99.8 PA55 Note: A rating of 105%or less is within engineering tolerances and considered acceptable. Results of ihe analysis show ihat ihe existing tower will be stressed to a maximum of 99.8 percent of capacity. Therefore,ihe existing tower will pass ihe TIA-222-G analysis requiremenis under proposed loading conditions. FOUNDATION RESULTS The maximum foundation stress capacities are as follows: Component Type Percent Capacity Pass/Fail Unit Base - Soil Interaction 43.6 Pass Unit Base - Structural 33.0 Pass RATING 43.6 PA55 Note: A rating of 105%or less is within engineering tolerances and considered acceptable The foundation was analyzed utilizing ihe foundation drawings and geotechnical report referenced above. Resulis of the analysis show that the existing foundation will be stressed to a maximum of 43.6 percent of capacity. Therefore, the existing foundation will pass ihe TIA-222-G analysis requiremenis under proposed loading conditions. RAMAKER 8 ASSOCIATES, INC. Page 4 of 6 PROJECT NUMBER: 51960 NEW POST February 9, 2023 ASSUMPTIONS This analysis is based on the theoretical design capacity of the members and is not a condition assessment of the structure. This analysis is based on ihe information supplied and ihe resulis are only as accurate as ihe data obtained from ihis information. The Scope of Work for RAMAKER did not require verification of the provided information. The following assumptions were made for this structural analysis. 1) The siructures were built and maintained in accordance with ihe manufact�rer's drawings and specifications and including ihe TIA Standards. 2) All structural members and foundations are in good condifion and can achieve their full design capatity. All welds and connections can develop the full member capacity �nless determined otherwise and explicitly stated in ihis report. 3) No physical deterioration has occurred in any of the siructural and foundation componenis. No allowance was made for any damaged, missing, or rusted members, nor loose bolts or cracked welds. 4) All prior siructural modifications, if any, are assumed to be properly installed and fully effective. 5) All siructural material grades conform to ihe documentation as supplied,or meet ihe values as stated. 6) Information provided by the client regarding the structure, appurtenances,transmission cables, and other relevant information is assumed to be current and correct. Appurtenance sizes and weighis as specified in the loading tables are best estimates and based on available information, if explicit documentation is not provided to RAMAKER. If the loading configuration is different ihan stated, ihen ihis analysis is invalid. 7) All antenna mounts are considered adequate to support ihe applied loading. No analysis of ihe mounts is performed, as this analysis is limited to analyzing ihe tower only. This analysis may be affecfed if any assumptions are not valid or have been made in error. RAMAKER should be notified to determine ihe effect on ihe siructural integrity of ihe tower. SCOPE AND LIMITATIONS The engineering services performed by RAMAKER regarding ihis report are limited to an analysis of ihe tower and ihe capacity of its members. RAMAKER will accept no liability which may arise due to any existing deficiency in design, material,fabrication, erection, consiruction, or lack of maintenance. RAMAKER makes no warranties, expressed or implied in connection with ihis report and disclaims any liability arising from original design, material, fabrication and erection deficiencies or ihe "as-built" condition of ihis siruciure. RAMAKER 8 ASSOCIATES, INC. Page 5 of b PROJECT NUMBER: 51960 NEW POST February 9, 2023 ATTACHMENTS • Analysis Figures • Analysis Calculations RAMAKER R ASSOCIATES, INC. Page 6 of 6 PROJECT NUMBER: 51960 � zso.on � � ; DESIGNED APPURTENANCE LOADING � y a '' TYPE I EIEVATION ' TYPE L ELEVATION J N 240.011 LgMnin Rod1"x10' __ _ '250 .- _.. ..—_- -�—_ . - _- __ ..__. g (2)Radio 8843 220 a , , Flash Beacon LgMing 250 (2)Radio 8843 Y20 H i � (2)NHH-65GR28 wi Mount Pipe 220 (2)Rad'a 8843 220 � � _ i �. (2)NHH-65C-R28 wl Mount Pipe 220 RCMDC-3316PF-48 220 . (2)NHH-65C-R2B w/Mount Pipe 220 RCMDC331SPF-48 220 `r �� . AIR6449 220 RCMDC-331SPF-48 220 � 220.0 II 1O i�.� AIR 6449 220 (6)BSi2"Pipe MouM 220 � AIR 6449 220 SiteProt VFA12-HD(1)(VZVh 220 F N � � I � Radio 6449 220 SiteProl VFA72-HD(1)(VZV1� 220 � _ Radio 4449 220 SileProt VFA72-HD(1)(VZV1� 220 N J . Ratlio 4449 220 � 200A R � ; SYMBOL LIST _ _ _ _ -- — — -- __ _ _ _ - -- - c MARK SIZE MARK SIZE � � — -- - — _ . _ _ _ _ , n � i A L7 3/4x1 3/4x3/16 K - N �soon MATERIAL STRENGTH °' GRADE Fy Fu � GRADE � Fy _ Fu r i , A529-50 50 ksl 65 ksi A36M-50 50 ksi 65 ksi n � N � N � I TOWER DESIGN NOTES � K iso.o rt j 1. Tower designed for Exposure C to the TIA-222-G Standard. � o i , 2. Tower desipned for a 106 mph basic wind in accordance with the TIA-222-G Standard. � i 3. Tower is also designed for a 50 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height. � B i 4. Deflections are based upon a 60 mph wind. � 5. Tower Risk Category II. �, I ' 6. Topographic Category 1 with Crest Height of 0.00 ft N ^ �aoort 7. TOWER RATING: 99.8% r N � N � I � N � � I < �¢' Q °' 120.OR ! .. ! \ N �O Z M I � I � ^ I r N 3 I K F O � � � � 100.011 � . � N � � N ALL REACTIONS � � ARE FACTORED eo o n ' MAX. CORNER REACTIONS AT BASE. N tO DOVVN: 198101 1b � SHEAR: 1841116 . � i ; UPLIFT: -15058116 � � so.o rt ; SHEAR: 14544 Ib � x � � x � ' " � AXIAL � — ' 10925616 • � SHEAR � MOMENT N ao.o rt ��873 Ib �, 149465216-ft m , TORQUE 111841b-/t � 0 50 mph WIND- 0.7500 in ICE � � zo o rt AXIAL N J � QB111IU : � SHEAR � MOMENT 308011b � J 35606381b-/t o.o rt N � TORQUE 15054 Ib-ft � � REACTIONS - 106 mph WIND � � � � � � � a m � y S � a � � � = +S N v � (� O O (� o � � � � m m n ° � a m J J Q � F LL �t � Ramaker & Associates ob New Post 855 Community Dr. PfOfe" s�sso Sauk City, WI 53583 c�iem CIOUdI / Bug TUSseI W�reless Drawn byTEM �Pd' Phone: (608) 643-4100 code TIA-222-G ��e'02/09/23 Sca�e: NTS FAX: 608 643-7999 Pa�h i�sisoo�siseo�sw�n,�anro.�eier>o�e�i e�� �'"9 N0 E-1 Pa trtCTower '°b New Post ge 1 of 25 Ramaker&Associates Project Date 8ss commu�nj�� 51960 15:5723 02/09/23 SaukCip�.N753583 Client Designed by rno„e /6ns�6a3-rmn Cloudt/Bug Tussel Wireless TEM FAA":(608/ba3-7999 Tower In ut Data The main tower is a 3x free standing tower with an overall heigh[of 250.00 ft above the ground line. The base of[he tower is set at an elevation of 0.00 ft above[he ground line. The face width of the tower is 3J5 ft at the[op and 22.50 ft at the base. This tower is designed using[he TIA-222-G standard. The following design criteria apply: ASCE 7-10 Wind Data is used. Basic wind speed of 106 mph. Risk Category II. Exposure Category C. Topographic Ca[egory 1. Crest Height 0.00 ft. Nominal ice[hickness of OJ500 in. Ice thickness is considered to increase with height. Ice densiry of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is I. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are no[considered. 0 tIOf1S Consider Moments-I.egs Distribute Leg I.oads As Unitorm Use ASCE 10 X-Bracc I.y Rules Consider Moments-Horizontals Assume Legs Pinned v Calwlate Redundant Bracing Forees Consider Mumenls-Dia@onals v Assume Rigid Index Platc Ignore Redundant Members in PEA Use Moment Ma�rnification d Use Clear Spans For W ind Area SR Leg Bolts Resist Compression Use Code Stress Ratios J Use Clear Spans For I:L/r J All I.eg Panels Have Same Allowable v Use Code Safety Factors-Guys v Retension Guys To Initial Tension Offset Girt At Poundation Escalate Ice � Bypass Mast Stability Checks ' Consider Feed Line Ibrque Al�aays Use Mae Kz v Use Azimuth Dish Ccefficients J Include Angle Block Shear Check Use Special W ind Pmfile v' Project W ind Area of Appun. Use TIA-222-G Bracing Resist.Exemptiun Include Bolts In MemberCapaciry v Au[ocalc lbrque Arm Areas Use TIA-22LG Tension Splice Exemption v Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles J Secondary Horizontal Braces Leg Son Capacit}Repons By Component Include Shear-Torsion Interaction Use Diamond Inner Bracin@ 14 Sided) V Triangulate Diamond Inner Bracing Always Use Sub-Critical Flmv SR Members Have Cut F.nds Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Igmre KL/ry�For 60 Deg.Angle Legs Pole W ithout Linear Attuhments Pole W ith Shroud Or No Appunenances Outside and Inside Comer Radii Are Known SST Unit Base Foundation Project#: 51960 Site Name: New Port Top 8 Bot.Patl Rein.Different?: TIA-222Revision:0 TowerCenVoidOffsetp: Block Fountlation?: Rectangular Pad?: Global Moment.M�. 3560.64 f4bps • Capaciry Demand Rating Check Global Azial.P�. 46.11 kips Lateral(Slidirg)(kips) 18L56 30.80 17.0% Pass Global Shear,V�. 30.8 kips Beanrg Pressuie(ks� 15.50 1 91 12.3% Pass Leg Compression.P�omp: 198.1 kips Overtuming(kip'R) 900229 3922.69 47.6% Paas Leg Comp.Shear,V��omp: 18.41 kips Pier Flexure(Comp.)(kip'R) 62728 82 85 tJ.P% Pass Leg Uplift,P�pi�n�. 150.58 kips PierFlexure(Tension)(kip'fi) 3�9.94 fi543 21.1% Pass Leg Uplitt.5hear,V�„am�. 14.54 kips PierCompression(kip) 4499.01 203.83 4.5% Pass Tower Heig�t,H'. 250 fl Patl FMxure(kip'R) 201559 151.85 7.5% Pass BaseFaceWidth,BW�. 22.5 R PadShear-7-way(kips) 643.78 d7.65 7.4% Pass BP Dist.Above Fdn.bpe�.�: 3 in Pad Shear-Comp 2-way(ksi) O.t90 0.063 33.0% Pass ,Pier Shape'. Circular Pier Diameter,tlpier: 3 0 k e�n.neo�e craae,e. o.eo tt Structural Ratin : 33.0°/a Pier Rebar Sae,Sc: 8 SOiI R8fi0 ' 4$.6% Pier Re6ar�uanlily,mc: 9 Pier TielSpiral Size,St: 4 Pier Tie/Spiral Quantiry,mt-. 14 PierReinforcemenlType-. Tie Pier Clear Cover,ccpK,�. 3 in • Depth,D-. 6.00 H Pad Width.W�: 29A0 fl Pad Thickness,T: 2.00 fl Pad Rebar Sae(Bottom dir.2),Spi�. 8 Pad Rebar�uantiry(Bottom dir.2),mpi: 30 Pad Clear Cover,ccp,a�� 3 in RebarGrade,Py. 60 ksi Concrete Compressive Strenglh,Fb�. 4 ksi Dry Concrete Densily,Bc 150 pcf Total Soil Unit Waight.y 11p pc( Ullimale Nel Bearing,one��. 20.000 ksf � ��y c r�.- r -�c rre Cohesion,Cu'. ksf FrictionAngle,rp 33 degrees SPT Blow Counl,Ne,a,,,: tg Base Friction,µ: Neglecled Depth,N: 6.67 ft Fountlation Bearing on Rock? Ves Groundwater Depth,gw. N/A ft Version 4.0.3 Developed by Crown Castle �`�E ASCE 7 Hazards Report AMFRICAN SOC�FiY OF GNl FNGINEFAS Address: Standard: ASCE�SE17-16 Latitude: 45.980831 No Address at This Location Risk Category: �� Longitude: -91 .143825 SOII CIaSS: D - Default (see Elevation: 1354.88 ft (NAVD 88) Section 11 .4.3) � � � „ . Wind Results: Wind Speed 106 Vmph 10-year MRI 72 Vmph 25-year MRI 79 Vmph 50-year MRI 85 Vmph 100-year MRI 90 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Wed Feb 08 2023 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. ht�t s://asce7hazardtool.ontinel Page 1 of 2 Wed Feb 08 2023 "�SCE� aMmirnn srinv ar rnm eHaN�s I ce Results: Ice Thickness: 1.50 in. Use nominal ice thir,kne�s of 1 50%2= 3/4"Ice Concurrent Temperature: -5 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16,Figs.10-2 through 10-8 Date Accessed: Wed Feb 08 2023 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval,and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies.Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is providetl for your convenience,for informational puryoses only,and is provided"as is"and without warranties of any kind.7he location data inclutled herein has been obtained 6om information developed,produced,and maintained by ihirtl party provitlers; or has been exirapolated from maps incorporated in the ASCE 7 stantlartl.While ASCE has made every eRort to use data obtained from reliable sources or methodologies.ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, wrrency.or quality of any tlata provided herein.Any ihird-party links provitletl by this Tool should not be construed as an endorsement, affliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor shoultl anyone interpret,ihe resNts provided by lhis Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate feltl(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contenis of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,tlirectors, employees,members,affiliates,or agents be liable to you or any other person for any tlirect,indirect,special,incidental,or consequential damages arising from or relaled to your use of,or reliance on,ihe Tool or any information obtained iherein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE Rom any and all liability o(any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. M�s_//asce7hazardtool.online/ Page 2 of 2 Wed Feb OB 2023 �m �..io L Y a� M 11 DRIVING DIRECTIONS OR MAP LOCATION K NOTE: TO SCAN THE OR CODE, DOWN LOAD A "OR READER APP" 11' AERIAL VIEW OF SITE 0 SITE LOCATION clou NEW POST CONSTRUCTION DRAWINGS DESCRIPTION OF PROPOSED SITE USE PROPOSED ADDITION OF NEW COMPOUND GENERAL NOTES ve>rerq TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACILITIES BEFORE YOU DIG IN W15CON51N DIGGERS HOTLINE 81 1 OR m 1-800-242-851 1 W15CON51N STATUTE 182.0175 (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. 11 GENERAL LOCATION Q I j SHEET INDEX PROJECT INFORMATION a GENERAL: T-1 TITLE SHEET NOTES: SP-1 SPECIFICATIONS SP-2 SPECIFICATIONS SITE: C-1 OVERALL SITE PLAN WITH AERIAL PHOTO C-2 OVERALL SITE PLAN C-3 SITE PLAN C-4 SITE ELEVATION C-5 FENCE DETAILS C-6 SITE DETAILS UTILITY: E-1 UTILITY PLAN GROUNDING: G-1 GROUNDING PLAN G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS G-4 GROUNDING DETAILS SITE DATA: CONSULTING ENGINEER: SITE NAME: NEW POST RAMAKER 855 COMMUNITY DRIVE ADDRESS: SAUK CITY, WI 53583 CONTACT: STEVE WIDEEN FOREST ROAD 319 PH.: (608) 643-4100 HAYWARD, WI 54843 EMAIL: swideen@ramaker.com SAWYER COUNTY TAX PIN # 012640052107 LATITUDE: N 45' 58' 50.99" NAD 83 LONGITUDE: W 91° 08' 37.77" NAD 83 GROUND ELEV: 1359 FT AMSL OCCUPANCY: UNMANNED LESSEE: CLOUD 1 RAY BILDINGS 417 PINE STREET GREEN BAY, WI 54301 PH. (920) 940-0147 RAMAKER employee -owned (608) 643-4100 www.ramaker.com cloud1 417 PINE STREET GREEN BAY, WI 54301 PH.: (920) 940-0147 I hereby teddy, that this Plan, speahot—, or report was prepared by me or under my detect supervisor and that I am a duly Licensed Zessonal Engineer under the laws of the 5tate of W—nsn. MICHAEL L. PINSKE — 36387 9 MIDDLETON, . i F 1 10510QQ31 VZW COLOCATION LEASE S ELEVATION ADDED (NARK DATE I DE5CRIPTION rnDATE ASEE FINAL 55UED 10/18/2021 PROJECT TITLE: NEW POST PRDJECT NFOKMATION: FOREST ROAD 319 HAYWARD, WI 54843 SAWYER COUNTY TAX 10# 012640062107 SHEET T11 LE' TITLE SHEET SCALE: NONE NUM JBEER 51960 NUMBER T-1 r vow v, r Iv if, If RMAKER $ :•.a — Ti , employee -owned (608) 643-4100 www.ramaker.com dl •' ` fit—:•''��;'. ' .� 'I .1-.�r? I' ..,, x. '� • ._ clou '� .•� rN EXISTING TREES , ■ ,� - {. A r 417 PINE STREET +�► L _ �k.% i4 �Ir �i- GREEN BAY, WI 54301 ' EXISTING TREES s _ -A , *' ■ PROPOSED 10' WIDE GRAVEL ACCESS r DRIVE TO PROPOSED COMPOUND " PH.: (920) 940 0147 / ` PROPOSED 30' VNDE ACCESS AND-y Z UTILITY EASEMENT PROPOSED MY x 50' GRAVEL COMPOUND 4; {' �� F• EXISTING FENCE EXISTING ELEVATION OF —. EXISTING RIGHT OF WAY v' SELF-SUPPORT TOWER-1356' 1 PROPOSED DRIVE PROPOSED SELF-SUPPORT TOWER ENTRANCE . i �� � • PROPOSED 100' x 100' LEASE AREA ' �• EXISTING PARCEL BOUNDARY t s� Tom` _ 1__ .. • I � �; � � �. IIA: L L—Z —7 77 ■■ • Tfj n'• A. Vol 1 ; `'•. j� �, \ f� ti F/ r;. \\ y.. _ ► r , r h. •�q. EXISTING TIn., 2-- , ► 0�pf 32 4r L - y- EXISTING UNDERGROUND r " L O _ ELECTRIC - JUMP RIVER a - i r+ . , ar'.+`.;• CO-OP 8 e, 1 05=123 VZW COLOCATION LEASE B ELEVATION ADDED MARK DATE DE5CRIPTION - _ - FINAL DATE 10/18/2021 W ; Y — • � �' N, - ram, � f r I � � - ,�- r•- �.e• • 10 - .'� _ RIASE 159UED � y . � •S>: ►L = � �;� � /� � •' NEW POST V 4 ~ • d ' r ✓�' I - PROJECiN19PJrV.119N: FOREST ROAD319 ' " fLn fy r� ■ x HAYWARD, WI54843 $ I I •� p I . ``P ,1� � SAWYER COUNTY E p� �'t r `� 5NEEf TITLE: a. -V., OVERALL SITE PLAN WITH AERIAL CL ���•''-,��.?��'* 0 50' 100' zoo' � Y 7 32 22"x34"-1"-50' r OVERALL SITE PLAN W/ AERIAL PHOTO M51960 SCALE: I" = 100' F _ lr NUNMBER C-1 �• C.> NORTH xs R A M A K E R `I> )Z'T. employee -owned (608) 643-4100 www.ramaker.com D or j, clou EXISTING TREES O 417 PINE STREET EXISTING TREES PROPSEt)l(YDEG GREEN BAY, W1 54301 0 ;M GRAVEL ACCESS \ PH.: (920) 940-0147 DRIVE TO PROPOSED COMPOUND PROPOSED 30'WIDE 33 ACCESS AND ./f j I JI UTILITY EASEMENT PROPOSED 51Y x 50'GRAVEL COMPOUND EXISTING FENCE - - EXISTING ELEVATION OF EXISTING RIGHT OF WAY SELF-SUPPORT TOWER.- 1358- Q) Z OPOS ED 1) RIVE -SUPPORT TOWER ENTRANCE PROPOSED SELF . ; / . N Ir- a1 - — 6 . PROPOSED COMPOUND LOCATION c PROPOSED 100' x 100' LEASE AREA 4 AI, -ems' I • T Z5 7 'EXISTING PARCEL BOUNDARY NDA �16AFW "o I sA[p zv r L N t tj L CL E 0 • 6 _p IW-IYIf I 't iq 1; C-i 0 0 1 -7 _k . . 1-'ry. Q -j 11 tr, �7 _3_1� .4— — -.,. . ..., �\ I � lo Ni -'Si j c C) f Y Z� 4 f L4 EES .0 J -)"A EXI'ST� Nn I, --I- NGTR N --k . ... .... r ti 32 4 . / , ) Jr f Lp X,j j cj _j '/(�(v f 'a Ir S� N EXIST( UND t 1 05fflQQ3 VZWCOLOCATION LEASE& ELEVATION ADDED C ci r -P NG UNDrzRGRO v 0 ELECTRIC JUMP RIVER 0 COOP I. z iNAPK N p 155UE FINAL 021 f, DATE /2 z PHA51! -5.50FD 10/18 -y" -PROJECT TITLE; r• xm j ( " %_ ". 11 �, _�,_ L-w_ )011 k • Lpre NEW POST Cp 03 1 j d PROJECT INFORMATION: 0 y FOREST ROAD 319 f HAYWARD, W! 54843 f w, SAWYER COUNTY E L c, )z TAX 011 01,2640MV 107 ■Q\\ V Ir 4T dl ,1,� '- •;.�_ �' J \���;'j �'f +/,- ti. JL, 1Y "} _i V i G _ .i �Ir•.- .. *..t'����■�1 •-� ,r� `�r�r�,���'r +� l`1' �..: -' �(�, ` j ,i r� �14JLL �`1�•.i I anrt`TmLc tf OVERALL SITE PLAN 'k J _//1 I ii ��, '. --�_ — \ - 0 50, 100, 200' 12 An p r> )T,� 1) L �v e V 32 )01 0 ) 111- x 17" 1"= 1 0. r -1 =5 k. xm OVERALL SITE PLAN ZdW 51960 ■ SCALE: I" = 100' (D --N Au X C m �o Y aw a� I U O m TOP OF LIGHTNING ROD TOP OF T V 250' AC, BTW PAN' AT&T AN1 @; 24 AZ, h VERIZON 220' AC SITE ELEVATION SCALE: 1" = 30' - PROPOSED 4' LIGHTNING ROD NOTE - SEE RF DATA SHEETS FOR CORRECT LOADING iSED 250' SELF RTTOWER ,SED GPS ANTENNA ISED ICE BRIDGE ISED EQUIPMENT CABINETS ,SED 50' X 50' FENCED LED COMPOUND SED TRANSFORMER AIRED COAXJUMPER PROPOSED PANELANTENNA COAX CABLE & CONNECTOR MOUNTING PIPE PANEL ANTENNA MOUNT DETAIL SCALE:NTS 3 1/2" O.D. PIPE CAP SAFETY GRATED WAVEGUIDE BRIDGE CHANNEL PROPOSED EQUIPMENT CABINETS PROPOSED ANTENNA CABLES , COAX TRAPEZE IQT 3112" O.D. DIRECT BURIAL POST, CUT POST TO SUIT BY REMOVING UNCAPPED END PROPOSED EQUIPMENT PAD NOTE: ANY POSTS REQUIRING CONCRETE TO BE PLACED IN SONOTUBES OR EQUIVALENT FORMING MATERIAL EQUIPMENT TO TOWER RISER SCALE:NTS 3 PROPOSED BEACON ANTENNA SECTOR R H M A K E R FRAME employee -owned (608) 643-4100 www.ramaker.com PROPOSED SELF SUPPORT TOWER 2'-0- MA%. ANTENNA CABLE BENDING RADIUS J PER MANUFACTURER STANDARDS PROPOSED SELF SUPPORT TOWER SELF SUPPORT TOWER FOUNDATION FINISHED GRADE PIPE 3 1/2' DIA. 1GALV. STD (TYP.) FINISHED GRADE 9 'v m v �1r MIN. 3000 PSI CONCRETE ED V-6" Clou l 417 PINE STREET GREEN BAY, WI 54301 PH.: (920) 940-0147 4 5:0: 1 105109a3l VZW COLOCATION LEASE 6 ELEVATION ADDED MARK DATE DESCRIPTION PNA5E FINAL ssuED 10/18/2021 PROJECT TITLE: NEW POST PROJECT INFORMATION: FOREST ROAD 319 HAYWARD, WI 54843 SAWYER COUNTY �ijJD# 012H00521U `lnhYT Tin I' SITE ELEVATION 0 1S' 3p' 60' 11"x17" 1"=30' 22" x 34" 1" = 15' Egg 51960 SNEET C-4 NUMBER `o verizon✓ W102 TREELAND NEW BUILD PROJECT INFORMATION SITE NAME: WI02 TREELAND SITE ADDRESS: 9672N FOREST RD. 319 HAYWARD, WI 54843 COUNTY: SAWYER LATITUDE: N 45° 58' 50.99" (PER 1A) LONGITUDE: W 91° 08' 37 76" DRAWING BASED ON SITE DATA FORM DATED: 12-20-22 CONSTRUCTION TYPE: IIB SITE AREA: 16-8' X 21' = 350.7 S.F HOST STRUCTURE BUILD DATE: T.B.D SHEETINDEX SHEET SHEET DESCRIPTION T-1 PROJECT INFORMATION, TOWER ELEVATION, & SHEET INDEX A-1 SITE PLAN & PHOTOS A-2 ENLARGED SITE PLAN A-3 ANTENNA INFORMATION & ANTENNA MOUNT DETAIL A-4 CABLE BRIDGE DETAILS & CABLE LADDER DETAIL A-5 CABINET PLANS, FOUNDATION PLAN, & ELEVATIONS A-6 GENERATOR DETAILS, FOUNDATION, & ELEVATIONS A-7 OUTLINE SPECIFICATIONS & ELEVATION DETAIL G-1 GROUNDING NOTES G-2 GROUNDING PLAN G-3 GROUNDING DETAILS U-1 SITE UTILITY PLANS & NOTES U-2 ONE -LINE DIAGRAM VICINITY MAP W COUNTY HWY 6 � w SITE 0 m m SHAMROCK � v !y TRAIL TAMARACK NORTH TRAIL LOCATION SCAN ISSUE SUMMARY DESCRIPTION SHEET/DETAIL ISSUED FOR REVIEW 06-21-23 ALL DEPARTMENTAL APPROVALS JOB TITLE NAME DATE RF ENGINEER OPERATIONS MANAGER CONSTRUCTION ENGINEER LESSOR / LICENSOR APPROVAL SIGNATURE PRINTED NAME DATE LESSOR / LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW NO CHANGES. CHANGES NEEDED. SEE COMMENTS. CONTACTS LESSOR / LICENSOR: BUG TUSSEL WIRELESS 417 PINE ST GREEN BAY, WI 54301 (920) 639-5531 LESSEE: VERIZON WIRELESS 1701 GOLF ROAD TOWER 2, SUIT 400 ROLLING MEADOW, IA 60008 CONTACT: DANNY PEREZ EMAIL: danny.perez2@vedzonwireless.com POWER UTILITY COMPANY CONTACT: T B.D TELCO UTILITY COMPANY CONTACT: T B.D. DESIGNER: DESIGN 1 OF EDEN PRAIRIE 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952)903-9299 TOWER STRUCTURAL ENGINEER: RAMAKER & ASSOCIATES, INC. 855 COMMUNITY DRIVE SAUK CITY, WI 53583 (608) 643-4100 MOUNT STRUCTURAL ENGINEER: PAUL J. FORD & COMPANY 250 EAST BROAD STREET SUITE 600 COLUMBUS, OH 43215 (614) 221-6679 GEOTECHNICAL ENGINEER: N/A SITE ACQUISITION: BUELL CONSULTING, INC. 1360 ENERGY PARK DR. SUIT 210 ST, PAUL, MN 55108 NOTE: 1. NO STRUCTURAL ANALYSIS FOR THE TOWER, MOUNTS OR FOUNDATION HAVE BEEN PERFORMED AS PART OF THESE DRAWINGS. PROPOSED EQUIPMENT TO BE INSTALLED IN ACCORDANCE W/ STRUCTURAL ANALYSIS BY RAMAKER & ASSOCIATES, INC., PROJECT #51960 AND MOUNT ANALYSIS 9Y PAUL J. FORD & COMPANY, PROJECT #24323-0110.001.8190. NOTIFY ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN THE STRUCTURAL ANALYSIS\CONSTRUCTION DRAWINGS AND EXISTING CONDITIONS. 2. PLEASE COORDINATE ANY STRUCTURAL CONCERNS/MATTERS OF ANY LOADING MODIFICATIONS TO RAMWER & ASSOCIATES, INC., PAUL J. FORD & COMPANY, AND NOTIFY DESIGN 1 IMMEDIATELY OF THE ISSUE. 3. THE STRUCTURAL DESIGN FOR THE MOUNT SHALL BE PER THE VERIZON NETWORK STANDARD NSTD-445. ALL LOADING AND DESIGN SHALL BE PER THE TIA-22—H STANDARD. 4. THESE DRAWINGS DO NOT CONSTITUTE A WARRANTY, EXPRESSED OR IMPLIED, OF THE ACCURACY OF THE STRUCTURAL ANALYSIS AND THE PERFORMANCE OF THE COMPLETED CONSTRUCTION AS SHOWN ON THESE DOCUMENTS AND THE STRUCTURAL ANALYSIS. TOWER ELEVATION NOTE.. 1. PROPOSED ANTENNAS, T—FRAMES/PLATFORM, & FEEDUNES TO BE INSTALLED IN IN ACCORDANCE W/ STRUCTURAL ANALYSIS BY RAMAKER & ASSOCIATES, INC., PROJECT #51960 AND MOUNT ANALYSIS BY PAUL J. FORD & COMPANY, PROJECT #24323-0110.001.8190. 2. ELEVATION IS SHOWN FOR GENERAL DIAGRAMMATIC PURPOSES ONLY. DO NOT SCALE AST(! 1321233 OVERALL HEIGHT (PER ASR): 254.0' AGL / 1612.9' AMSL OVERALL STRUCTURE HEIGHT 254.E AGL EXISTING OTHER .CENTERUNC HEIGHT 246.0' AGL EXISTING OTHER CENTERUNE HEIGHT 232.0 AGL ANTENNA CENTERLINE HEIGHT 220.0 AGL PROPOSED CABLE BRIDGE (SEE A-2) PROPOSED WAPMENT CABINET ON SLAB (SEE A-2) GRADE O TOWER 1hF1'RDx. 1358,9 AMSL 0 TOWER ELEVATION GRAPHIC SC&E SCALE: 1" = 40' m DESIGN t 9973 VALLEY VIEW RD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW DESIGNIEP.COM %wizonv I PROJECT I 20222396555 LOC. CODE: 765124 WI02 TREELAND 9672N FOREST RD. 319 HAYWARD, WI 54843 SHEET CONTENTS: CONTACTS ISSUE SUMMARY SHEETINDEX DEPARTMENTALAPPROVALS LESSOR APPROVAL PROJECT INFORMATION AREA & VICINITY MAPS GENERAL NOTES DRAWN BY: NPR T-1 EXISTING 100' X 100' LEASE AREA EXISTING 50' X 50' CHAIN—LINK-1 FENCE COMPOUND (SEE A-2) PROPOSED VERIZON 25" X 20' LEASE AREA ] PROPOSED FIBER OPTIC LINE (FINAL ROUTE AND SOURCE TBD) Q EXISTING GRAVEL DRIVE l uo:-o I ! Lu �� + wo wit LL 3�n 3' n 2 I I A- I EXISTING 30' WIDE ACCESS AND UTILITY EASEMENT j EXISTING PROPERTY LINE EXISTING UG ELECTRICAL 7 SITE PLAN GRAPHIC WALE SCALE: 1" = 30'_1 I P: EXISTING TRANSFORMER EXISTING TREE LINE r r� I —EXISTING CARRIER SLAB AND EQUIPMENT (TYP). EXISTING 250' TALL SELF—SUPPORT TOWER NORTH GENERATOR TYPE: DIESEL FROST DEPTH DESIGN = 4'-0" 2 EXISTING COMPOUND I ;p� rat. �_ ;, • `-ti� � s EXISTING COMPOUND DESIGN - __ L 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9209 W W W.DESIGNl EP. COM uerizon%l I PROJECT j 20222396555 I LOC. CODE: 765124 W 02 TREELAND 9672N FOREST RD. 319 HAYWARD, WI 54843 SHEET CONTENTS SITE PLAN PHOTOS DIRAIIVN BY: CHECKS 6 REV. A EXISTING LESSOR SPACE (SEE A-1) PROPOSED EQUIPMENT CABINET ON SLAB, I (SEE A-5) i I D5 I � 1 I I PROPOSED FIBER HAND — HOLE (SEE U-1)� r I � 1 I J 1 EXISTING ACCESS & UTILITIES EASEMENT (SEE A-1) EXISTING ACCESS DRIVE PROPOSED METER IN EMPTY SOCKET I' i 5'-5' PROPOSED GENERATOR �F ON SUB, (SEE A-8) \ \ - EXISTING GATE 25'-0' EXISTING H-FRAME WITH METER n I J'� APPROX. LOCATION OF EXISTING UNDERGROUND UTILITIES 3�n EXISTING TRANSFORMER 39n �� 39n 39n — 39n — 39n EXISTING LESSOR FENCE (SEE A-1) a. i!E'�I�It■ � rya PROPOSED CABLE BRIDGE ' (S A-4) EXISTING SELF-SUPPORT TOWER EXISTING CONDUIT TYP. 1 EXISTING SUB j i EXISTING SLAB NOTE: CONTRACTOR TO COORDINATE PUBLIC PRIVATE UTILTY LOCATES PER STATE LAW PRIOR TO EXCAVATIDN, EXISTING UTILITY LINES DEVIATING FROM THAT SHOWN HEREIN SHAH. BE BROUGHT TO THE ATTENTION OF THE DESIGNER & VZW CONSTRUCTION ENGINEER. NORTH DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (962) 903-9299 VNNW.DESIGMEP COM %wizon)/ I PROJECT I II 20222396555 II LOC. CODE: 765124 W102 TREELAND 9672N FOREST RD. 319 HAYWARD, WI 54843 SHEET CONTENTS: ENLARGED SITE PLAN ENLARGED SITE PLAN GWHIC SALE 1 SCALE: 118" - 1'-0" A-2 Antenna Summary r.._.4 700 850 1900 AWS AWS3 LTE LTE LTE LTE LTE L-Subt1 Make Model COMMSCQPE NHH-65C-R26 6G Ericason AIR6449 CeMedine Tip Height Azbmth 50(01) 220 224 150(02) 270(03) 50(0001) 220 221.3 150(0002► 27010003) Equipment Summary Equipment Type Location 700 650 1900 AWS AWS3 L-Sub5 Make Model Hybrid Cable Tower HFT'1206-24SV4-xxxQ OCOMMSCOPET- RRU Tower LTE LTE Ericsson 4449 RRU Tower LTE LTE LTE Ericsson 8843 RRU Tower 50 Ericsson AIRS449 Alarm GRADE RAYCAPINC-001 3315-ALM-RS485 OVP Bey Tower RAVCAMC-001 RVZDC-3315-PF-48 IOVP Boxl (GRADE RVZDC-3315-PF-48 RFDS INFORMATION RET 4xRx Inst. Type Quantity Item ID false false PHYSICAL 6 f else false PHYSICAL 3 Cable Length Cable Size Install Type Quantity Item ID PHYSICAL 3 PHYSICAL 3 KRC161749/1 PHYSICAL 6 KMO170712 PHYSICAL 3 PHYSICAL 3 3313-ALM-RS485 1- a RVZDC-W0-PF- PHYSICAL 3 i Wh 48 3O IRVZDC-3315-PF-48 N77 Yn01 Alpha, Beta, Gamma n 700/ fAV%I: 900 I out er+B i r... n«r. o..Iw Wk. r1 RFDS PLUMBING DIAGRAM G 0 ..rrd —1. r..d ra- Fb" J.." • f.r.. w o..nY.i .. Nr r. d.war. �+. an r—T r. U04W NO ammma 11111. wrMfu 11-"141a; dr. - r... . Am- .rMWr.Ka.." w.rr 01.e.w4r.r+tn.Wrrrrr NOTE CONTRACTOR TO SUPPLY: (3) SABRE INDUSTRIES 12' HD V-BOOM ASSEMBLY W/TIEBACK PART# C10857111C, SECTOR MOUNTS (PER MOUNT ANALYSIS) (12) 96- LONG P2.5 STD MOUNTING PIPES (PER MOUNT ANALYSIS) BA ❑0 2 POSITIONS) NHH-65C-R2S 1,2 NOTE: CONTRACTOR TO REFERENCE LATEST RFDS 3 FOR ANTENNA DOWN -TILTS HYBRID CABLE LENGTH CALCS: 30' - CABLE BRIDGE 265'- ANTENNA RAD C/L 20' - EXTRA 315' - TOTAL NOTE: CONTRACTOR TO VERIFY SECTOR FRAMES & EQUIPMENT LAYOUT WITH PAUL J. FORD & COMPANY MOUNT ANALYSIS, PROJECT 9��Rp #24323-0110.001.8190 Ste°, TIE -BACKS NOT SHOWN FOR ? CLARITY �_ IA VL 5 FOR 4Ott Kv p NORTH ANTENNA MOUNTING DETAIL GRAPHIC SCALE ` SCALE: 31161, = 1'-01, z'-e 5'-4- DESIGN -L 9973 VALLEY VIEW RD EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W DESIGN( EP COM verizonl/ I PROJECT 20222396555 LOC. CODE: 765124 W102 TREELAND 9672N FOREST RD. 319 HAYWARD, WI 54843 SHEET CONTENTS: ANTENNA INFORMATION DRAWN BY: NPR CHECKED BY: TAB REV. A 06-21-23 A-3 2 U- - ucFD PROPOSED (2) 2' HOPE FROM R.O.W HANDHOLE TO HANDHOLE AT COMPOUND. FROM HANDHOLE AT COMPOUND TO CUBE ON H-FRAME, INSTALLING TRACER WIRE AND BONDING AT CUBE ONLY (APPROX. 190 LF.) &NMAL NDItb: ] CONTRACTOR TO COORDINATE PUBLIC & PRIVATE UTILITY LOCATES PER STATE LAW PRIOR TO EXCAVATION. EXISTING UTILITY LINES DEVIATING FROM THAT SHOWN HEREIN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN 1 & VZW CONSTRUCTION ENGINEER. 2) PRIMARY ELECTRICAL - DEPTH AND SPECIFICATION BY POWER UTILITY COMPANY. 3) SECONDARY ELECTRICAL - INSTALL CONDUIT 32' BELOW GRADE WITH TWO (2) DETECTABLE RIBBONS. 1) FIBER OPTIC - INSTALL CONDUIT 36" BELOW GRADE WITH PULL STRING, TRACEABLE WIRE AND TWO (2) DETECTABLE RIBBONS. 1 u- inn \ Jon 3�n 3�0 'tom 3nn I EXISTING RIGHT OF---,._ WAY/PROPERTY LINE PROPOSED HANDHOLE LOCATED WITHIN RIGHT OF WAY INSTALLED BY LT FIBER PROVIDER 1 PR`OPO—SEA FIBER DISTRIBUTION PEDE IAL —, / MAY BE REQUIRED BY UTILITY PROVIDER PROPOSED HANDHOLE LOCATED WITHIN RIGHT--�'� OF WAY INSATLLED BY DARK FIBER PROVIDER 0 III 00 POWER TYPE: 120/240V, SINGLE PHASE, 200 AMPS EXISTING EDGE OF ACCESSES/UTILITY EASEMENT �---PRQPCSED 17' X 30' X 24' HANDHOLE, 12' MAX FROM RIGHT OF WAY VGF _ D � PULLBOX LOCATION PLAN GRAPHIC SCALE 2 SCALE: 3132" = 1'-0" PROPOSED UNDERGROUND FIBER FROM HANDHOLE AT COMPOUND TO CHARLES CUBE TELCO ENTRY, FIBER TO BE IN SCH 80 PCV W PROPOSED 17' X 30' X 24' FIBER FMWDHOLE EXISTING ELECTRICAL METER WITH OPEN SPACE FOR PROPOSED LESSOR METER Jon _ I 3Dn Jon 3nn Jon 39n PROPOSED TELCO ENTRY - PROPOSCO ILC PROPOSED UNDERGROUND ELECTRICAL, (APPROX, 60 LF.) APPROX, LOCATION OF EXISTING TRANSFORMER DESIGN 6 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)903-9299 W W W DESIGNI EP.CCM vwIzOnJ I PROJECT l 4 20222396555 I LOC. CODE: 765124 NORTH W102 TREELAND 9672N FOREST RD. 319 HAYWARD, WI 54843 SHEET CONTENTS: SITE UTILITY PLAN ENLARGED SITE UTILITY PLAN PULLBOX LOCATION PLAN SITE UTILITY PLAN GRAPHIC SCALE 1 SCALE: 1" = 3001 4- xn' ENLARGED SITE UTILITY PLAN GRAPHIC SCALE 3 SCALE: 3/32" = 1'-01, U-1 6 n i i I i I WESTERLY L(NE OFLOT2PER- DOC NO.3711197 i ACCPSS AND UTILITY EAS ENT: POINTOF 5EWNNING Jizl1ND C+tST PLOrt 3)t1sE uAAefrtD'AMIL AVEVING ti 69 134'171 M 16.33 V0" I FOUND CAST IRON SPIKE STAMPED'APEX SURVEYING' EXISTINGTOWER: LATITUDE: e6mer OrCes M�ut�etSecpML = - - -' -' LONGITUDE: W091.1437167' W91'0g'37.70' 't GROUND ELEVATION: 1350.71, r - T - _ NSa'S8- 1- - _ - II •1357.75 I 1358.18 1358 J 1358,56 b •fEsa �- g2A7A71lF ELECTRICAL 7L 35iS7 F CONDUD ,a } I USE AREA: POINT _ _ • 1358.69 BEGINNINGL I L TRAtrsT1.1RMUu 1358.62 1358.84 . 1358.19 SURVEY NOTES 1. This survey was prepared utilizing Owners and Encumbrances Report No.CO-13913 by Chicago Title Insurance Company, dated 04/13/2023. 2. The Deering system for this survey Is based on the WOOS Sawyer County coordinate system, NAD83 (1991 Adjust). The South line of the Southeast Quarter, Section 31, Township 41N, Range 6W Is assumed to beer South 98 degrees 26 minutes 49 seconds East The orlghri monuments utilized to establish the horizontal posltlm of this survey was the Southeast Quarter Comer of Section 31, Township 41N, Range 6W and the Northwest Comer of Section 5, Township 40N, Range 6W, 3. The vertical datum Is based on NAVDU, The originating bench mark is AF9936, referenced from the NGS Geodetic Database 4. All shown US. public land survey monuments have been found and verified. S. ADlgpm Hotline(811) request was not placed for this she. The underground utility locatlons, shown hereon, If any, arc based upon lontas from those utility providers that actually performed a [cute m a result of this request Utility suppllers often do not respond to these requests but may provide ambiguous maps, plans, and drawings In Ileu of physical location. The surveyor makes no guarantees that the underground utilities shown comprise all such utIri In the ores, either In service or abandoned. Utility Information shown hereon, If any, Is a complletlon of this map Information and those visible utilities that were located during the survey field work The surveyor further does not warrant that the underground utllltles shown hereon, if any, are In the exact location as Indicated, n although he docertify that they are located as accurately as possible from Information avallabk. The surveyor ha not physically looted the underground utllNia. Pursuant to WIS 182.0175 contact Diggers Hotline at (800-242-8511) prlorto any exavetlon. 6. Subject property's address is 9672 N Forest Road 319, its property identification number is 57-012.2.4006-05-2 01400-000070. Fcc owrrrr Il srrd ns Trisha Ann Smith, 7. The gross area of the subject property Is 7.780 Acres or 338,795 Square Feet. B. The subject property Is zoned RI per Town of Hunter wabslte. 9. The surveyed property does r,ot he" Flood Plain data available, As depicted by scaled map location and graphic plotting arrardhsg to FEMA, FIRM Map No. 5505910125B dated 09/14/1990, 10.The access and utility easement has scoess to the assumed right of way by use of Forest Road 319 as shown hereon. 11.11-he lease area and eaess and utility easemem ik completely within the parcel a described In the title commitment 12.Fleld work was completed on 08/03/2023. SUBJECT PROPERTY _ b-ipllon from title commOmam: Lot 2 of Sawyer County Certified Survey Map No. 7763, recorded December 3, 20101n Volume 31 of Certifled Survey Maps, on Page 267, a Document No. 370197, located In the East In orthe Fractional Northwest 1/4 of Section 5, Township 40 North, Range 6 West, Town of Hunter, Sawyer County, Wisconsin. The following notes are listed In the Owner and Encumbrances Report as easements and restrichom that affect the property: Easement granted to Jump River Electric Cooperative, Inc., a Wisconsin cooperative, as contained In Right of Way Easement, recorded November 30, 19831n Volume 357 of Records, on Page 429,as Document No. 189527. According to the descri Jon In aid doamom, the asamant dws mt Re within or baneflt the surveyed property and N not gmphkally depicted heron. Memorandum of 0p1lon to Lease by and between Trisha Ann Smith and Cloud 1 Services, LLC, a _ Wlsconsin limited liability company, recorded August 31, 2021 es Document No, 434356, Law b - a1, blanket In nature and an not graphically depicted, )'1 LEI Memore ndum Of Lease by and between Trisha Ann Smith and Claud 1 Services, LLC, a Wisconsin Ilmhed liability company, recorded May 9, 2022 as Document No. 438995. base Is blanket In nature I and am not graphically depicted. Rights of the public to any portion of the Land lying within the area commonly known as North Forest Road a/k/a Road 319. Arding to Certified Survey Map No.7763, Nordi Forest Road Ilae adjacent ao I To the wrvayed prperty and le grpNolty depktad lsereon. I I EXISTING TOWER BASE .. 4 j= tledms- tTeg.es�s' 111 �I Vs-4mnds LATITUDE: 0 5.9 3 NRS• 5g S0.99 (1 LONGITUDE: W091.143716T W91' OB' 37,38" tj GROUND ELEVATION: 1358 71 Feet (NAVD 88) 1`\ FEROUFteD CERTIFICATION I I t I hereby certHy to Vertical Bridge REIT, LLC, a Delaware limited liability company, Its subsldlerks, and their respective successor en arcs ns Toronto Inbn seas LLC as AdminhtretNe en for ltsdFand Ir ,ti root m R ) Agent, _ _rd/ �Irf M-5KIRs iar �y on behalf of the lender parties from time ca time to that certainU.C,SemM Amended and Restated Linn � �� Agreement dated Junes with Vertical Bridge Holdco, LLC, as borrower and Vertical Bridge a I s,18 Parent, LLC, as parent as may be emended, restated, modified or renrwed, their successors and assigns es may b their Interest may appear and Fidelity National Title Insurance Company. 'H Dated this 16th deny of August, 2023. *N,3cON�rh .. Sam✓bbjetek�Inc. MARK R. SALO 5-3213 Me R.Sao - MINNETONKA - WlsconnnLlcenaNo. 3213-8 = MN molo@umbatek.com Q- '.y�N❑ E�r3�r Skl R"Irtt�c`' 'ry,rr LEGEND • FOUND MONUMENT 9OUNOMY UNE EASEMENT LINE SECTION CORNER - - RIGHT-OF-WAY LINE - - - - SETBACK LINE AS NOTED - - - UNDERLYING / ADJACENT LOT - 0 - RESTRICTEDACCESS FOUND RLGHT�DF-WAY �MON11MENT TIE LINE k-k-A kJ TREE LINE -__- SECTION UNE CONCRETE CURB 0 SET MONUMENT (100.00) DEED DISTANCE / / / / / BUILDING LINE - I - WATERMA N BUILDING CANOPY 3b GATE VALVE/HYDRANT -e- SANITARY SEWER O BITUMINOUS SURFACE Os SANITARY MANHOLE X. - STORM SEWER ® CONCRETE SURFACE ro0 CLEAN OUT OO STORM MANHOLE - uc - UNDERGROUND ELECTNC - uT - UNDERGROUND TELEPHONE DECIDUOUSTREE ®® STORM CATCH BASIN - ua - UNDERGROUND GAS D FLARED END SECTION - aE - OVERHEAD ELECTRICAL WIRE CONIFEROUSTREE ❑� TRANSFORMER -o- CHAIN LINK FENCE 999 9 LIGHT -a- WOOD FENCE x SPOT ELEVATION L/GUY ANCHOR -• WIRE FENCE -sin, CONTOUR 'Q UTILITY POLE -M WET LAND S 9 - GUARD POST RETAINING WALL SOLI BORING 99H.9 b SIGN 0000m BLOCK RETAINING WALL 93 GAS METER STONE RETAINING WALL ® REGULARPARKING STALL COUNT © GAS MANHOLE OO ELECTRIC MANHOLE ---- POND/WATERLINE • • • • • • ' FEMA P1001)SONE LINE TRAFFIC MARKERS ® ELECTRIC METER * TELEPHONE PEDESTAL 02 CABLE TV BOX © COMMUNICATIONS MANHOLE VICINITY MAP SITE N.7a. t NORTH 0 20 40 000111 SCALE IN FEET DESCRIPTION LEASE AREA: That pert of Lot 2 of Sawyer County Certified Survey Map No. 7763, recorded December3, 20101n Volume 31 of Certified Survey Maps, on Page 267, as Document No 370197, looted In the East 2/2 of the Fractional Northwest 114 of Section 5, Township 40 North, Range 6 West, Town of Hunter, Sawyer County, Wisconsin described as follows: Commencing at the Northwest Comer of Bald Lot 2; thence South 09 degree 03 minutes 38 seconds Wen, assumed bearing along the westerly line of aid Lot 2, a dlstanu of 275.39; thence South 80 degrees 34 minutes17 seconds Eest, 17,87 feet; thence South 69 degrees 51 minutes 29 seconds East, 39.57 feet; thence South 79 degrees 48 minutu 48 seconds East 54.16 feet to the point of beginning; thence North OS degrees 01 minutes 55 minutes West, 65.64fed; thence North 88 degrees 58 minutes 05 seconds East, IDOAO feet; thence South 01 degrees 01 seconds 55 seconds East, 100.00 feet; thence South 88 degrees 58 minutes 05 seconds West, 100.00 feet thence North 01 degrees OS minutes 55 seconds Wen; 34,36 feet to the point of beginning and there terminating. Containing 0.230 Asses or 10,DDO Square Feet ACCESS AND UTILITY EASFIAENT: A 30.00 foot wide access and utility easement over, under, and emu, That pert of Lot 2 of Sawyer end Su Ma No. 7763 recorded December 20101n Volume 3l of Certified Survey Coon Certified Y County Survey D Maps, on Page 267, a Document No. 370197, looted In the East 1/2 of the Fractional Northwest 1/4 of Section 5, Township 40 North, Range 6 West, Town of Hunter, Sawyer County, Wlsconsln, old 30.00 foot easement lying 15.00 feet on either side of the fol Iosving described centedlne: Commanding at the Northwest Corner of said Lot 2; thence South D9 degrees 03 minutes 3B seconds Wen, assumed bearing along the westerly line of old Lot 2, a distance of 275.39 to the point of beginning of the centerline to be described; thence South 80 degrees 34 minutes 17 seconds East, 17.87 feet; thence South 69 degrees 51 minutes 28 seconds East, 39.57 feet thence South 79 degrees 48 minutes 48 seconds Eat, 54.16 feet end there terminating. The sidelines of said moment to be prolonged or shortened to terminate at old westerly One of aid Lot 2 and at a line bearng North 01 degrees OS minutes 55 seconds Wen and the southeasterly extension thereof when drawn from the point or termination of the centerline described above. Containing 0.077 Acres or 3,348 Square Feet. NO I DATE I BY COD I APPR COMMENT DATE ISSUEV 8/16/2023 DRAWN BY Col LEASE AREA & UTILITY & ACCESS EASEMENT SURVEY MAP SHEET DESIGNED BY Ac5wwambatek Vertical Bridge VETS, LLCCHECKED BY VERISON TOWER SITE: TREELANDMRs w.sarrj6atek.co(11 9672 NORTH FOREST ROAD 319 OF 1 PROJECT NO. Engineering I Surveying I Planning I Environmental TOWN OF i•iLiN3('IZ, SAWYER COUNTY, WI REV. -15 �ar15am Ev1c