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HomeMy WebLinkAbout25-0339Return to: 117 E 5th Street, PO Box 58 Washburn, Wl 54891 peimjts_(abayfieldco u nty.wi.gov Bayfield County Planning and Zoning Department LAND USE PERMIT APPLICATK SECTION A: General InfbrmatiN. MAR 1U ZOZb 1^ County Use Only: Submission #: LO-fDISW Permit#: Date: Property Owner Name:K2 Towers ilTLLC Authorized Agent Name (if applicable): Darren Hunter Telephone Number:Telephone Number: 913-634-1245 E-Mail Address:E-Mail Address: dhunterwireless@gmail.com Mailing Address: PO BOX 67 Mailing Address: 4751 Fox St. City, State, Zip: CABLE, Wl 54821 City, State, Zip: Denver, CO 80216 Contractor: TBD Telephone Number:E-Mail Address: SECTION B: Property Infonnation Project Address (if different from mailing address): |6470 Kickapoo Trail, Barnes, Wl 54873 Legal Description (if additional space is needed attach a separate sheet): Parcel Id 0072823 Section, Township, Range: 25/45N/9W Town of: Barnes Tax ID #: 39435 Lot Size (Acres/Square Feet): 10 acres SECTION C: Project Information (check all that apply) Project Use is: D Residential B Commercial D Municipal Project Type is: D Change Use (existing structure) a Sign D Shoreland Grading, Class A required (Total sq ft): D New Construction D Relocate (existing structure) D Establishing a Business D RV Placement 4+ months, Class A required D Addition/Alteration (existing structure) D RV Placement 21+ days D Temporary (12 or less months) B Other (describe): Antenna replacement on existing tower SECTION D: Structure Information (Does not apply to RVs and Signs, go to Section E) Structure Type is: B Accessory Structure (describe): Cell tower D Shipping Container D Residence D Principal Structure (describe): D Shoreland Exempt Structure (describe): D Mobile Home (provide manufactured date): D Other (describe): Foundation Type: d Basement D Walkout Basement D Slab D Crawlspace D Ground D Skids D Other (explain): Existing Structure: Cell tower Length:Width:Height: Proposed Structure (Provide Sq Ft based on outside dimensions, including unfinished areas, attached garages/above grade decks/porches): Basement Sq Ft:1st Floor Sq Ft:Loft Sq Ft:2nd Floor Sq Ft:3rd Floor Sq Ft: Garage Sq Ft:Porch Sq Ft:Deck Sq Ft:Other Sq Ft (describe):Other Sq Ft (describe): Total Sq Ft: No change Overall Height (finished grade to peak): No change # of Stories: NA Existing # of Bedrooms on property: NA Proposed # of Bedrooms in project: NA SECTION E: RV and Sign Information (check all ti»at apply) Sign is: a New D On-premise D 1-sided D On-building Length: D Replacement D Off-premise D 2-sided D Multi-Tenant Width:Height: RVis: D New Year: Make: D Replacement Vin#: Model: MAR 1 8 2025 " SECTION F: Site Plan - attach a site plan or drawjsite plan in box below (See pages 1 & 2ofLandAfe%tejqut.Aj;)pJ[|££ Information for information that is i-ecJuired to be provided on site plan) Dayn8iai».0. zoning Uept. Show location of: D Driveways D Frontage Roads (include name) D Existing Structures D Well (W) D Septic Tank (ST) D Drain Field (DF) D Holding Tank (HT) D Privy (P) D Lake D River DStream/Creek DPond DFloodplain DWetlands D Slopes over 20% N -^ Setback or distance from furthest extent of structure including eaves and overhangs to (include on site plan): Road Centerline Front Lot Line/Right-of-Way Side Lot Line 1 (NorthDEastDSouthDWestD, check one) Side Lot Line 2 (NorthDEastDSouthDWestD, check one) Rear Lot Line Septic/Holding Tank Drainfield Privy Well Existing Structure/Building Wetland Elevation ofFloodplain Ordinary High-Water Mark (OHWM) Other (describe) No change ft- No change ft. No change "' No change No change ft. fit. ft. ft. ft. ft. ft. ft. ft. ft. County Use Only Verified setbacks ft. ft. ft. ft ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. Notes/Comments: \R '. n ?0?r SECTION G: Additional Questions uujn^iu uu. <_L.u»iy u^^ D Yes B No Has the location of the proposed project including eaves and overhangs and the sanitary system and well been staked? If no, what date will this be completed: D Yes B No Did a licensed surveyor mark lot line(s) if project is within 10 feet of required setback? See page 2 of Land Use Application Information for required setbacks. D Yes B No Did property owner or applicant mark lot line(s) if project is within 30 feet of required setback? See page 2 of Land Use Application Information for required setbacks. Is there an existing sanitary system on the property? If yes, what kind? D Drainfield D Holding Tank D Municipal/Public d Other (describe) D Yes B No a Yes B No Will pressurized water be installed in the structure? If yes, what kind of sanitary system will be installed or used to manage wastewater? a Drainfield D Holding Tank D Municipal/Public D Other (describe): D Yes B No Will sleeping occur in the structure? If yes, contact local Uniform Dwelling Code (UDC) for approval and inspection requirements. Is the project associated with any of the following: D Rezone D Class A Special Use D Class B Special Use E Conditional Use D Variance Fee payment will be made via: D Check (attached) D Cash (attached) B debit/credit/echeck (department to call once payment is ready to be taken) How would you like to receive your permit card? D Mail to: OR E Email to: D Property Owner Address B Agent Address D Contractor Address D Other (provide Name and Email or Address): Section H: Acknowledgement and Signature All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary Permit issuance, if required, needs to occur prior to Land Use Permit issuance. Failure to obtain a permit or starting construction without a permit will result in penalties. The local Town, Village, City, State or Federal agencies may also require permits. The new construction of one- & two-family dwellings requires review and approval by the local Uniform Dwelling Code (UDC) authority. Additions and alterations to one- and two-family dwellings may require review and approval by the UDC authority. All municipalities are required to enforce the UDC. If subject property is part of a Condominium Plat, applicant hereby certifies and represents that applicant has all necessary approvals and recorded documents required to complete the project for which this permit is sought including requirements set forth in Wisconsin statutes pertaining to condominium associations, the Declaration of the Condominium Association in which the property is located, and all other rules, regulations and requirements pertaining to that Condominium Association. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources wetlands identification web page, dni-.wi.gov/topic/wetlands, or contact a Department of Natural Resources service center (715)685-2900. I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my (our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a permit. I (we) further accept liability which may be a result ofBayfield County relying on this information I (we) are providing in or with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above-described property at any reasonable time for the purpose of inspection. Owner(s) or Authorized Agent Printed Name: oarren Hunter Date: 3/16/2025Owner(s) or Authorized Agent Signature: 87e68cci-b57o-4csd-9fob-356d7ed7e646 _;;r,'--;1';^;.!"-" ••-••— NOTES: 1. If you are signing on behalf ofthe owner(s) a letter of authorization must accompany this application. 2. Specific conditions/instructions may be stated on the face of the issued Land Use Permits. Owners, agents, & contractors must all be aware of permit details & conditions and permit card must be posted on property prior to start of project. T- • -Mobile _® DRUMMOND WI-(BARNES TOWER) A1 N0940A ^ ^ ^ ^ „ ^ p ^ Li QQQ 6470 KICKAPOO TRAIL DRUMMOND, Wl 54873 LATITUDE: 46.345300 LONGITUDE: -91.438600 K) ^ U I !E ill MAR 1 i) '^Z5 Bayiield i;o. Zoning Dfip'.. SITE PHOTO PROJECT DESCRIPTION PROJECT TEAM SHEET INDEX a3Mobilfc, IBROAOWAY,DENVER,COI PROJECT INFORMATION: REMOVING(6) (E) ANTENNAS(1)(E) CABINET(2) (E) AMOB & (2) FXFC RRUS(1}(E)HCS CABLE(2) (E) LARGE COVP(5) (E) SUB MODULES & CSR 7705 SAR A WITH TABLE INSTALLING (3) (N) FFW-65C-R2N23 (OCTO) ANTENNAS(3) (N) AHFII RRU'S(1) (N) NOKIA NAM 60DA EQUIPMENT CABINET(1) (N) LB3 BATTERY CABINET(2) (H) AMIA'S WITH (9) (N)SUBMODULES(1)(N)CSRIXREV2(GEN2)(1) (N) 6/24 4AWG HYBRID TRUNK K2 TOWERS 111, LLC 57 E. WASHINGTON ST. CHAGRIN FALLS, OH 44022 T-MOBILEWESTLLC990 SOUTH BROADWAY DENVER.CO 80209 303.313.6923 T.MOBILE PROJECT MANAGEMENT 990 SOUTH BROADWAY DENVER, CO 80209 MICHAEL MCCREEDY MICHAEL.MCCREEDY1@T-MOBILE,COM T-MOBILE CONSTRUCTION MANAGER 990 SOUTH BROADWAY DENVER, CO 80209 CHRIS MILLER CHRIS.M1LLER@T-MOBILE.COM SITE ACQUISITION:UCI1 CONSTRUCTION SERVICES 4751 FOX STREET, DENVER, CO 80216CHARLIE AUGELLO EMAIL: CHARLIEA@UC12.NET MOBILE: 720.236.9199 SHEET I DESCRIPTION T1.0 COVER SHEET GN1.0 GENERAL NOTES GN1.1 GENERAL NOTES A1.0 OVERALL SITE PLAN A1.1 ENLARGED SITE PLAN / SAFETi' PLAN A2.0 EQUIPMENT PLANS A2.1 ANTENNA PLANS A3.0 ELEVATIONS A4.0 ANTENNA AND EQUIPMENT SCHEDULES A4.1 EQUIPMENT DETAILS A5.0 EQUIPMENT DETAILS A5.1 EQUIPMENT DETAILS E1.0 ONE-LINE AND CALCS E2.G PANEL SCHEDULES AND DETAILS SITE NAME; DRUMMOND WI-(BARNES TOWER) SITE ID;A1N0940A ALT ID: SITE ADDRESS: 6470 K1CKAPOO TRAIL DRUMMOND. Wl 5-1873 VICINITY MAP SITE INFORMATION SpaderStorago.'O 0 SITE TYPE: SITE NAME: SITE NUMBER: SITE ADDRESS: JURISDICTION: PARCEL NUMBER: EXISTING STRUCTURE:OCCUPANCY GROUPCONSTRUCTION TYPEFULLY SPRINKLERED NO. STORIES GUYED TOWER DRUMMOND WI-fBARNES TOWER) A1N0940A6470 KICKAPOO TRAIL DRUMMOND. Wl 54B73 BAYRELD COUNTl' A&E ENGINEERING MANAGER:ONSTRUCTION SERVICES PRELIMINARY FINAL STAMPED ~B\ 4751 FOX STREET, DENVER, CO 81 COLE MOSSMAN EMAIL COLEM@UC12.NET MOBILE: 970.819.0335 ENGINETELEMTN ENGINEERING LLC PO BOX 1453, SALIDA CO 81201KHRISTOPHER SCOTT 303.596.6804 KSCOTT@TEt-EMTN.COM UCIS APPLICABLE CODES Millers RooCing&:SidingO ALL CONSTRUCTION, ALTERATION, OR DEMOUT10N SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES TO INCLUDE COMPLIANCE WITH THE LATEST FEDERAL STATE, AND LOCAL AMENDMENTS. REGULATIONS AND ORDINANCES. ING_i 115WBC ^^:*/KHfllSTOPHERJ\-j |"5t 43728-6|.%\ eOUEN ..^ ING CODES, AS APPLICABLE: DRIVING DIRECTIONS T.WOB1LE CORPORATIVE OFFICE W. HEAD SOLrm TOWARD W 78TH ST, SLIGHT LEFT TOWARD W 7BTH ST. TURN RIGHTTOWARD W 7SSW ST. TURN LEFTOMTO W 7aTH ST, TURN RIGHT OMTO W BUSH LAKE RD, TURN RIGHT OMO MARTM RD, WRN RIGHT ONTO THE RAMP TO 1-4&4 E, SUGHT LEFT TO MERGE WTffl MM E, MERGE WITH WS4 E, TAKETHE EXTT TOWARD 1^5W N. TAKE TOE RAMP ONTO l^SW N, COMTOUE STRA)GHTTO STAY ON ^33W N, KEEP RIGKTTO STAY ON ^35W N, FOLLOW SIGNS FOR 1-94 E. MERGE WHH U5 N. TAKE BUT 183 FOR M^M8 TOWARD CNT/61/HINCKLEY, USE THE RIGHT 2 LANES TO -TURN RIGKT ONTO MfWB E, ENTERINS WISCONSIN, CC^NUE ONTO Wl-77 E, TURN LEFT ONTO Wl-35 WW-Tf E. •TURN RIGHT OWTO VK-77 E.TURN RIGHT ONTO U5^3 S. SLIGHT LEFTTOWARD US53 N, MERGE WFTH US-53 N. TURN NGHT ONTO CO RD Y (SIGNS FOR COUNTi' Y/CNTC G), TURN LEFT OMTO CO Wff Y/CO RD Y, TURN RIGHT ONTO COUfmr HWY N, TURN LEFT ONTO RIFLE RANGE RD, TURN RIGHT ATTHE1ST CROSS STTOET ONTO KICKAPOO TRAIL, DESTINATION W1LLBEON LEFT. MANDATORY: CONTRACTOR TO CALL TO VERIFY UTILITIES. AT LEAST TWO WORKING DAYS PRIOR TO 01 GOING. BEFORE YOU DIG. CALL: 800-242-8511 Hn-P;//811 -IN-YOUR-STATE/MAP/STATE/WINCONSIN THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES IS STRICTLY PROHIBITED. OSHA COMPLIANCE; ANSI A10.4B: FALL PROTECTIONAND SfiFETY STANDARDS COVER PAGE REFERENCED DOCUMENTS RFDS STRUCTURAL ANALYSIS BYTABB MOUNT ANALYSIS BYTELEMTN 10.03.2024 03,12.2025 01.27.2025 SHEET NUMBER: T1.0 Know what's below. Call before you dig. ABBREVIATIONS g ; vc \PPROX. WCH. \.F.F. ..F.G.ffSws )au)CEM iLDG. i.o. :LG.;OL ;ONC, 3BL. 31A, 31M. DISC. 3N. 3WG. :E) =A. =LEV. ELEC. EQ. EXT. F.O. FIN. FLR, FUT. GA. GALV. GEN.GPS GWB. H.M. HORZ. HR. AT DEGREESDIAMETER AIR COND1TIOMER APPROXIMATEARCHITECTURALABOVE FINISH FLOOR ABOVE FINISH GRADE AUTOMATIC TRANSFER SWITCH ADVANCED WIRELESS SYSTEM BATTERY BACK UPBASE CHANNEL ELEMENT MODULE BUILDING BOTTOM OF CEILING COLUMNCONCRETE DOUBLEDIAMETERDIMENSIONDISCONNECT DOWN DRAWING EXISTINGEACHELEVATIONELECTRICALEQUALEXTERIOR FIREEXTINGUtSHERFINISH FLOORFUTURE GAUGE GALVANIZED GENERATORGLOBAL POSITIONING SYSTEMGYPSUM WALLBOARD HOLLOW METALHORIZONTALHOUR HT.tLC (NT, L.F. MAX. MECH. MFGR. MGB M1N.MSDS MTL.MTS (N) M.T.S. o.c. O.D.OVP PCS RAD. R.O. RRU SHTG. SIM. SPEC. s.s.STL STRUCT. T.C.TELCO T.O. TYP. U.G. U.N.O, VERT. V.I.F. w/ HEIGHT INTEGRATED LOAD CENTERINTERIOR LINEAR FEET MAXIMUMMECHANICALMANUFACTURERMAIN GROUND BARMINIMUM MATERIAL SAFETY DATA SHEET METAL MAMUAL TRANSFER SWITCH NEWNOT TO SCALE ON CENTER OUTSIDE DIAMETER OVER VOLTAGE PROTECTION PERSONAL COMW1UNICATIONS c RADIUSROUGH OPENING REMOTE RADIO UNIT SHEATHING SIMILAR SPECIFICATIONSTAINLESS STEELSTEELSTRUCTURAL TEMPERATURE CONTROLTELECOMMUNICATIONSTOP OFTt-PICAL UNDERGROUNDUNLESS NOTED OTHERWISE VERTICALVERIFY IM FIELD WITH ABBREVIATIONS [ENLARGED VIEW I(xxxxT—^ J FIRE EXTINGUISHER LINETYPES EASEMENT LEASE LINE PROPERFr' LINE ITEM TO BE DEMOLISHED WOODEN FENCE CHAIN LINK FENCE (E)OVERHEAD ELEC. (N)OVERHEAD ELEC. (E)UNDERGROUND ELEC. (H) UNDERGROUND ELEC, (E) OVERHEAD FIBER (N) OVERHEAD FIBER (E) UNDERGROUND FIBER (N) UNDERGROUND FIBER (E) COAX (N) COAX (E) HYBRID CABLE (N> HYBRID CABLE GAS LINE SANITARY SEWER WATER LINE GENERAL CONSTRUCTION NOTES COD.ECOMPLIANCE 'THE FACILITY iS AN UNOCCUPIED WIRELESS FACILITY. EQUIPMENT ROOMS ARE NOT MANNED,ARE NOT HASITABLE, AND DO NOT REQUIRE POTABLE WATER, SEWER CONNECTIONS OR A.DA ACCESS ACCOMMODATIONS. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STANDARDS, CODES. ORDINANCES, RULES. REGULATIONS, ORDINANCES. AND MANUFACTURER'S RECOMMENDATIONS. WHEN TWO OR MORE ARE IN CONFLICT. THE MOST STRINGENT PROVISION SHALL BE FOLLOWED. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORIT»f REGARDING THE PERFORMANCEOF THE WORK. WHERE LICENSING IS REQUIRED. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES PRIOR TO BEGINNING WORK, MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JUR1SDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. CONTRACTOR TO COORDINATE WITH LOCAL JURISDICTION FOR ANY CODE RELATED QUESTIONS. ALL JURISDICTION REQUIRED CHANGES ARE THE RESPONSIBILnY OF THE CONTRACTOR. GENERAL CONPmONS DO NOT SCALE DRAWINGS, THESE DESIGN DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO SHOW FINAL CONDITIONS.. UNLESS NOTED OTHERWISE. THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIPCTHE AE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND PRIOR TO PROCEEDING WITH WORK. EXTERIOR DIMENSIONS ARE TO FACES OF EXTERIOR WALLS. 10. DIMENSIONS ON PLANS ARE TO FINISH FACES OR CENTERLINES OF COLUMNS UNLESS NOTED OTHERWISE.DIMENSIONS TO DOOR OPENINGS ARE TO R.O. IN MASONRY & CONCRETE AND TO JAMB OPENING IN STUDWALLS. VERIFY DOOR SIZE W/ SCHEDULE. 12. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 13, REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH ATTHE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS ATTHE SITE FOR THE ESTABLISHMENT OF -TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WTTH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR SHALL ASSUME SOLE UABILFTY FOR ANY FAILURE TO NOTIFY THE ARCHFTECT/ENGINEER. 14. EVERY EFFORT HAS BEEN MADE BY THE ARCHITECT / ENGINEERS TO PROVIDE ACCURATE ANDCOMPLETE DESIGN DOCUMENTS THOUGH MINOR ERRORS AND OMISSIONS MAYBE CONTAINED WITHIN THE DOCUMENTS. THESE SHALL NOT EXCUSE THE CONTRACTOR FROM PROVIDING ANACCURATE PROPOSAL AND COMPLETINGTHE PROJECT IN ACCORDANCE WITH THE INTENT OF THE DESIGN DOCUMENTS. 15. IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE ENGINEER. THE CONSTRUCTION MANAGER, THE OWNER. AND THEIR AGENTS. FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM A WRONGFUL OR NEGLIGENT ACT. OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. OR FROM THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE WORK. CONTRACTOR'S RESPONSIBILITIES 16. PRIOR TO THE SUBMISSION OF A BID, THE CONTRACTOR SHALL VISR- THE JOB SITE, REVIEW ALL DESIGN DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTORSHALL BE RESPONSIBLE FOR IDENTIFYING ANY ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DESIGN DOCUMENTS, NOTIFYING THE CONSTRUCTION MANAGER ANDARCHITECT/ENGINEER OF SUCH, AND SHALL OBTAIN WRITTEN CLARIFICATION PRIOR TO BEGINNING THE WORK. 17. IT IS THE CONTRACTOR'S RESPONSIBlLIPi' TO DETERMINE THE EXACT EXTENT OF WORK, COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION. TEMPORARY FACILmES, UTILITIES, ETC, NECESSARY TO COMPLETE THEIR PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS. 18. WHILE REVIEWING THE DESIGN DOCUMENTS. THE CONTRACTOR SHALL IDENTIFY ANY ITEMS WHERE THE DESIGN INTENT IS UNCLEAR AMD OBTAIN WRITTEN CLARIFICATIONS PRIOR TO FURNISHINGA BID. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACTDOCUMENTS. ANY REQUEST FOR ALTERATIONS TO THE DESIGN INTENT SHALL BE PROVIDED INWRITING FOR REVIEW AND APPROVAL.19. THE CONTRACTOR IS RESPONSIBLE FOR OBTAJNING THE MOST RECENT DESIGN DOCUMENTS AND ENSURING THEY ARE DISTRIBUTED AND ARE FOLLOWED BY ALL PERSONNEL INVOLVED IN THE PROJECT. 20. CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE CARRIER PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK. 21. CONTRACTOR SHALL. EXCEPT AS SPECIFICALLY AGREED OTHERWISE, PROVIDE ALL NECESSARYMATERIALS, LABOR AND EQLUPMENTTO COMPLETE THE INSTALLATION AS DESCRIBED IN DESIGN DOCUMENTS. CONTRACTOR TO CLARIFY PROVIDED MATERIALS PRIOR TO FURNISHING A BID. 22. ALL FURNISHED WIATERIALS SHALL MEET CARRIER SPECIRCATIONS AND MINIMUM REQUIREMENTSFOR THE PROJECT.ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY CARRIERCONSTRUCTION MANAGER PRIOR TO PURCHASE AND INSTALLATION. 23. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES, PROCEDURES AND MATERIALS: AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE . COORDINATING ACCESS. AND COMPLIANCE WITH ANY REQUIREMENTS IMPOSED BY THE LANDLORD. 24. CONTRACTOR TO PROVIDE CLOSE OUT PACKAGE WITH ALL TEST RESULTS, SETTING SCREEN SHOTS, RELEVANT CATALOGS / CUT SHEETS, INSTRUCTION SHEETS AND A SET OF RED-LINED AS-SUILT DRAWINGS PRIOR TO FINAL BILLING. CONDITtONOFSITE25. CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT EXISTING SITE FINISHES AS MUCH AS POSSIBLE. ANY IMPACT TO SITE AND SURROUNDINGS SHALL BE MITIGATED AND CONTRACTOR SHALL RETURN SITE TO PRE-CONSTRUCT10N CONDITIONS. 26. WORK AREA SHALL BE KEPT FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY AS MUCH AS POSSIBLE. MEANS OF EGRESS SHALL BE KEPT CLEAR AT ALL TIMES. 27, ALL DEMOLISHED AND UNUSED MATERIALS SHALL BE REMOVED FROM SITE AND TRACKED ASSETS LOGGED AND RETURNED TO CARRIER FOR DISPOSAL OR RE-USE. CONTRACTOR TO KEEP THE SITE CLEAN, FREE OF HAZARDS. PROPERLY DISPOSE OF ALL RUBBISH, AND REMOVE TRASH AND FiEFUSE DAILY. BURY NOTHING ON SITE. NO SOLID WASTE RECEPTACLE WILL BE SITED. SITE WORK CONTRACTOR TO VERIFY STATE REQUIREMENTS FOR UTILITC LOCATION SERVICES ANDEXCAVATION CONTRACTOR SHALL NOTIFY STATE OR LOCAL NOTIFICATION CENTER AS REQUIRED PRIOR TO ANY SITE DISTURBANCES. 2. REASONABLE EFFORTS HAVE BEEN MADE TO IDENTIFY EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES, SHOWN OR NOT, AND PROTECTING THEM FROM DAMAGE. EXCAVATION CONTRACTOR TO OBTAIN REQUIRED LOCATES PRIOR TO STARTING WORK. 3. CONTRACTOR SHALL PROTECT ALL SITE FINISHES AND IMPROVEMENTS AND RETURN ALL TO PRE WORK CONDITION. IF EXTERIOR SITE IMPROVEMENTS ARE REQUIRED. CONTRACTOR TO INSTALL AND MAINTAIN DRAINAGE/ RUNOFF MITIGATION MEASURES THROUGH OUTTHE PROJECT AND REVEGETATE AREA TO RETURN IT TO ORIGINAL CONDITIONS. 4. GRUB AND DISPOSE OF ALL ORGANIC MATERIAL PRIOR NO FILL OR EARTHWORKTO OCCUR WITH ON OR WITH FROZEN MATERIAL STRUCTURAL NOTES 1^. GENERAL CONDITIONS1.1 NO STRUCTURAL ALTERATIONS ARE TO BE MADE TO THE FACILITY UNLESS SPECIFICALLY NOTED. 1.2 ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR WRITTEN APPROVAL PRIOR TO FABRICATION. 2.0 CONCRETE AND MASONRY 2.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR LATEST. DETAIL REINFORCING IN CONFORMANCE WITH AC). SP66 LATEST. 2,2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPTAS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR DIAMETERS. 2.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIOMS SHOW ON DRAWINGS. 2.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE TIED TOGETHER. 2.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING. 2.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSIPf PRIOR TO PLACING CONCRETE UNDER SLABS. 2.7 W" CHAMFER ON ALL CORNERS AND EDGES. 3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF 3000 PSI, 1" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%. 2.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO ASTMA185, 2.10 CONTRACTOR TO OBTAiN X-RAY OR GPR (IF APPLICABLE) OF ANY CONCRETE OR MASONRY STRUCTURES, IDENTIFYIMG ALL EMBEDMENT PRIOR TO CUTTIMG. DRILLING OR OTHER ACTIVITC WHICH COULD CAUSE DAMAGE. AVOID ALL EMBEDMENT. OBTAIN APPROVAL FROM STRUCTURAL ENGINEER PRIOR TO IMPACTING ANY STRUCTURAL FACILITIES. 3.0 STRUCTURAL STEEL 3.1 CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL. UNLESS NOTED OTHERWISE. 3,2 SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM A500, GRADE B (Fy = -IS ksi) MATERIAL. 3,3 ROUND PIPE SECTIONS SHALL BE ASTM A53. GRADE B (Fy =35 Ksi) MATERIAL. 3.4 DESIGN, FABRICATION. AND ERECTION SHALL BE IN ACCORDANCE WITH THE •AISC SPECIFICATION FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. WITH COMMENTARY AND THE -CODE OF STANDARD PRACTICE'. 3.5 ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS WITHIN 3- OF BOLTS. WELDS OR HEADED STUDS. 3.6 ALL OUTDOOR STEEL ITEMS SHALL BE HOT DIPPED GALVANIZED PER ASTMA123. 3.7 BOLTS SHALL BE HIGH STRENGTH BOLTS. A325. CONFORMING TO ASTM SPECIFICATIONS, ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS. 3.8 WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. 3.9 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. 3.10 WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS)ASPERAWSD1.1 . 01.3 AND D1.4, 3.11 ONLY PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED. 3.12 UNLESS SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS OR THE DETAILS. ALL STEEL ITEMS PERMANENTLY EXPOSED TO EARTH OR WEATHER SHALL BE CORROStON-RESISTANT BY GALVANIZING OR BY THE USE OF STAINLESS STEEL. 3.13 ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE BRUSH-COATED WITH A ZINC-RICH PAINT 3.14 ANY DAMAGED GALVANIZING OR PAINT TO BE FIELD REPAIRED WITH 'COLD-GALV OR APPROPRIATE PAINT UNDER CONDITIONS APPROVED BY PRODUCT MANUFACTURER. A.O PlIBER REINFORCED PLASTICS ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIVALENT. PRODUCED BY THE PULTRUSION METHOD. ALL ADHESIVE RESIN SHALL BE PLEXUS METHACRYLATE OR AN EQUIVALENT ADHESIVE RESIN THAT IS COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPES. ALL FRP CONNECTIOMS SHALL BE FULLY-BONDED AT EACH SIDE WITH A W PLATE AND A MINIMUM OF (2) 3/B- DIAMETER FLATHEAD FRP SCREWS PER MEMBER. ISOPLASTNUTS AND BOLTS SHALL BE TIGHTENED TO A SNUG-TIGHT FIT PLUS AN ADDITIONAL 1/2 TURN, PRIOR TO BEING LOCKED WiTH EPOXY. ALL PANELS /SHEATHING SHALL BE FULLY BONDED WITH 3/6" F1ATHEAD FRP SCREWS AT 12" O.C. ALL FIELD CUT AND DRILLED EDGES, HOLES AND ABRASIONS SHALL BE SEALED WITH A CATALYZED EPOXY RESIN COMPATIBLE WITH THE MANUFACTURER'S ORIGINAL RESIN. TMobUb,,900 SOUTH BROADWAY, DENVER, CO B0209 1^ IE N I E MAR 1 8 7QK ::.iayfield Co. Zoninpj DHpi:. PROJECT INFORMATION: SITE NAME: DRUMMOND WI-(BARNES TOWER) SITE [D: A1N0940A ALT I D; SITE ADDRESS: 6470 KICKAPOO TRAIL DRUMMOND, Wl 54873 PRELIMINARY FINAL STAMPED -—-I—II UCIi^^ GENERAL NOTES SHEET NUMBER; GN1.0 WEATH1ER PROOFING ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERF LASH ING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE n- WEATHERPROOF. THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF, PROVIDE FOR ALL TEMPORARY WEATHERPROORNG DURING THE COURSE OF WORK TO ASSURE PROTECTION AND FULL OPERATION OF THE EXISTING FACH-nTY. POORS. VENTS. AND WINDOWS ALL EGRESS DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, ALL EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO FLOOR PLANS FOR EXIT SIGN LOCATIONS. INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. WHERE DETAILED. PROVIDE ALL ADDITIONAL MATERIALS SHOWN OR NOTED. VERIFY ALL OPENING SIZES, BOTH NEW AND EXISTING PRIOR TO ORDERING. PROVIDE SPACE FOR FLASHING AS DETAILED. PROVIDE GALVAN1C ISOLATION BETWEEN DISSIMILAR MATERIALS. PAtNT ALL PAINTA8LE n-EMS ATTACHED TO WALLS, CEILING. OR COLUMNS EXCEPT DUCTWORK AND FLEXIBLE AND/OR MOVABLE PARTS. CONCEAL ALL PIPE AND CONDUIT WHERE WALL FURRING IS PROVIDED. PRIME ALL MATERIALS WITH MATERIAL COMPATIBLE WITH SUBSTRATE. SEE FINISH SCHEDULE AND FINISH NOTES. OFFSET STUDS WHERE NEEDED, SO THE FINISH WALL SURFACES WILL BE FLUSH. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LftTERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE IBC, GOVERNING EDn-ION. CEILING HEIGHTS ARE FROM CONCRETE FLOOR SLAB TO GRID ATACOUST1CAL TILE CEILING, OR FINISH AT HARD CEILING.ALL INTERIOR WOOD BLOCKING SHALL BE FIRE TREATED, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED FIXTURES, DEVICES & EQUIPMENT. COORD. W/ ALL DIVISIONS OF THE SPECIFICATIONS TO VERIFY LOCATION REQUIRED. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AND SUPPORT ALL EQUIPMENT AND MATERIALS PROVIDED. FIRESTOPP1NG F1RESTOPPING SHALL BE PROVIDED BY A SINGLE CONTRACTOR FOR ALL TRADES USING A SINGLE MANUFACTURER'S PRODUCTS (3M OR HILTI). ALL RECESSED PANELS MOUNTED IN FIRE RATED WALLS SHALL BE OF FIRE RATED CONSTRUCTION TO MATCH RATING OF WALL. (t.E. TRAP PRSMERS. F.E. CABINETS, ETC.) ELECTRICAL NOTES THESE PLANS ARE DIAGRAMMAT1C ONLY, AND NOT TO BE SCALED. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL IABOR. MATERIALS, INSURANCE. EQUIPMENT. INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDER.WRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFET< AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEh/SA AND NBFU.ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL CARRY OUT THE WORK WITH ACCORDANCE WITH ALL GOVERNING STATE. COUNTY. LOCAL CODES AND O.S.HA ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS, AND PAY ALL REQUIRED FEES.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE DATE OF JOB COMPLETION. ANY WORK. MATERIAL, OR EQUIPMENT FOUND TO BE FAULTC DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, ATTHE EXPENSE OF THE ELECTRICAL CONTRACTOR.ALL INSTALLATIONS TO MAINTAIN REQUIRED CLEARANCES CONTRACTOR TO SIZE CONDUCTORS PER NEC AND CARRIER REQUIREMENTS AND UPS12E AS REQUIRED TO MINIMIZE VOLTAGE DROP. 10. CONTRACTORTOSIZECONDUITPERNEC 1. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE, AND TRUE TAPE. PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS AND CIRCUn-S. WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. ELECTRICAL "AS BUILT DRAWINGS, SHOWING ACTUAL LOCATION OF CONDUITS. 13. ALL BROCHURES. OPERATING MANUALS, CATALOGS, SHOP DRAWINGS. ETC. SHALL BE TURNED OVER TO PROJECT MANAGER AT JOB COMPLETION. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. ALL CONDUCTORS SHALL BE COPPER,15. ALL CIRCUIT BREAKERS. FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT =CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.LC. 16. PATCH, REPAIR, AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. IN DRILLING HOLES INTO CONCRETE [WHETHER FOR FASTENING OR ANCHORING PURPOSES OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC.) IT MUST BE CLEARLY UNDERSTOOD THATTENDONS AND RE-BARS WILL NOT BE DRILLED INTO. CUT. OR DAMAGED UNDER ANY CIRCUMSTANCES. 18. LOCATION OF TENDONS AND RE-BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY. OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS. 19. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITti APPLICABLE LOCAL BUILDING CODES. USING U.L. RATED MATERIALS. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE WTTH UTIUH' COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP COSTS SHALL BE PAID BY THE CONTRACTOR. 21. ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS ON ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO COMMENCEMENT OF THE WORK. 22. UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT. AS WELL AS, GROUNDING TEST, GROUNDING TEST SHALL BE PREFORMED BY INDEPENDENT TESTING AGENCY, WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL. 23. CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN A COMPLETE AND UNDAMAGED CONDITION. 24, ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT. 25. ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED.26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS). 27. ALLffi STRANDED COPPER WITH GREEN INSULAT10NTO BE ATTACHED WffH CRIMPED DOUBLE LUG. ATTACHED WITH MUTS, BOLTS AND STAR WASHERS TYPICAL AND NO.OX GREASE BETWEEN LUG AND BUS BAR. 28. ALLABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED CONDUIT WITH WEATHERPROOF RTHNGS. 29. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALLAPPLICABLE CODES. GROUNDING 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, CARRIER'S AND LANDLORD'S GROUNDING AND BONDING STANDARDS, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS. INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FORA COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 1. IN BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP'S, OR TOWER'S GROUND RING. TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #2 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). 5, TIGHTEN GROUNDING AND BONDING CONNECTORS. INCLUDING SCREWS AND BOLTS. IN ACCORDANCe WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN ULTO ASSURE PERMANENT AND EFFECTIVE GROUNDING. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE.IN-POINTS TO THE EXISTING. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING SYSTEM, EXOTHERM1C WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS, EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. 9. A SEPARATE, CONTINUOUS. INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED ATA NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE. OR 6" BELOWTHE FROST LINE. USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OFA CHEMICAL ELECTROLmC GROUNDING SYSTEM IS NOT PERMITTED UNLESS SPECIFICALLY NOTED. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6"BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR ATTHE BASE OF THE TOWER, A SECOND GROUND BAR WILL BE NEEDED ATTHE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN-L1NE ARRESTORS 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 17. EXTERIOR GROUND RINGS SHALL BE TESTED AND SHALL HAVE A RESISTANCE TO EARTH OF 5 OHMS OR LESS. IF NOT NOTIFY ENGINEER. COMMUNICATIONS GENERAL CABLING 1. ALL INSTALLED CABLES SHALL HAVE SHEATHS (RtSER / PLENUM / OUTDOOR / UV RESISTANT) APPROPRIATE FOR THE MOST RESTRICTIVE ENVIRONMENT WHICH THEY WILL TRAVERSE. 2. ALL CABLING TO BE SUPPORTED AND LACED PER NEC. LOCAL REQUIREMENTS AND TO MEET CARRIER SPECIFICATIONS. 3. MAINTAIN REQUIRED SEPARATION BETWEEN CONDUCTORS AND OTHER CABLES AS PRESCRIBED BY CARRIER SPECIFICATIONS AND BEST PRACTICES. A. ALL FIRE, SMOKE OR DRAFT BARRIERS SHALL BE REPAIRED SUCH THAT THEY MAINTAIN THEIR INTENDED/REQUIRED RATINGS. 5. PLANS ARE NOT TO BE SCALED, USE DIMENSION CALL-OUTS FOR ESTIMATES. CABLE LENGTHS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE CONTRACTOR'S RESPONSIBILIPr TO FIELD VERIFY ALL LENGTHS PRIOR TO ORDERING. FIBER OPTICS6. VERIFY SINGLE-MODE OR MULTI-MODE AND CONNECTOR TfPE 7. ALL CABLES AND CONNECTORS TO BE PRE-APPROVED. OR AN EXCEPTION OBTAINED PRIOR TO PURCHASE AND INSTALLATION 8. ALL FIBER STRANDS SHALL BE FUSION SPLICED THROUGHOUT OUT THE LENGTH OF THE RUN AND BE TERMINATED AT EACH END OF TRUNK UNLESS SPECIFICALLY NOTED. 9, ALL TERMINATIONS TO BE LANDED IN A BULKHEAD OR COILED AND PROTECTED IN A SPLICE CASE IF BULKHEAD IS SPACE CONSTRAINED. 10. ALL SPLICES TO BE FUSION T('PE AND INDIVIDUAL SPLICES SHALL HAVEA LOSS OF LESS THAN 0.1 dB. ANY SPLICES WITH HIGHER LOSSES TO BE REMADE. 11. ALL FIBERS TO BE TESTED WITH OTDRAND POWER METER. OTDR AND OPTICAL LOSS REPORT PROVIDED IN CLOSEOUT PACKAGE. 12. ALL FIBER CABLING TO BE INSTALLED IN PROTECTIVE CABLE MANAGEMENT SYSTEMS, DUCT OR BE ARMORED CABLE WHERE TRAVERSING SHARED SPACE. COAX AND ANTENNAS 13. ALL ANTENNA MOUNTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSimA-222 AND APPLICABLE LOCAL CODES 14. ALL COAX TO BE INSTALLED PER CARRIER SPECtFICATtONS. SUPPORTED ATA MINIMUM OF EVERY 4'-0" IN PROPERLY SIZED BLOCKS OR OTHER COAX SUPPORTS U.N.O. 15. ALL COAX TRAVERSING EXTERIOR WALLS SHALL BE PROTECTED ON INTERIOR SIDE WITH LIGHTNING SURGE SUPPRESSOR GROUNDED TO BUILDING GROUNDING SYSTEM OR STEEL (NOT LIGHTNING PROTECTION SYSTEM). PROVIDE COAX GROUND KIT AT ANTENNA AND AS REQUIRED BY CARRIER. 16. ALL COAX TERMINATIONS SHALL BE LOW PIM AND APPROVED BY CARRIER. 17. MAINTAIN MINIMUM BEND RADIUS AND SUPPORT CABLE AS NEEDED TO PROTECT CABLES FROM SAGGING, KINKING OR BEING CAUGHT. 16. ALL COAX TO BE SWEEP (DTF& RETURN LOSS) AND PtM TESTED WITH PASSING REPORTS PROVIDED TO CARRIER. 19. PROVIDE 50 OHM LOAD ON ALL UNUSED PORTS. 20. WATERPROOF ALL EXTERIOR CONNECTIONS AND ANY OTHER CONNECTIONS EXPOSED TO MOISTURE OR CONDENSING ENVIRONMENTS WITH SELF-AMALGAMATING BUT/L TAPE WffH MINIMUM 1/2" OVERLAP. 21. TORQUE ALL CONNECTIONS TO MANUFACTURER SPECIFICATIONS WITH APPROPRIATE TORQUE WRENCH. 22. MOUNT GPS ANTENNA ON 1.1/4" SCH. -10 STEEL OR STAINLESS STEEL WITH BURNDY GROUNDfNG CLAMP THIN 2° OF VERTICAL I^MobUfc,900 SOUTH BROADWAY, DENVER, 0080209 r, i i i? MAK i li 20Z& Bayfield Co. Zoninc] Dep?, PROJECT INFORMATION: SITE NAME: DRUMMOND WI-fBARNES TOWER) SITE ID:A1N0940A ALT ID: SITE ADDRESS: 6470 KICKAPOO TRAIL DRUMMOND.WI 5-1873 PRELIMINARY FINAL STAMPED u_cfCONOTUCTCN SEIMCCT UC ^751 FOXJ>JHn.(t)WVB,.CO 80216^^^r*/kHRISTOPHEFIJ\?*/'KHRISTOPHERJ:V< -T-—SCOTI—4-'7®s?: 43726:6 7Si|jS)\ GOLDEN ..^yj? mx GENERAL NOTES SHEET NUMBER: GN1.1 TOWERCREWONLY 3' SAFETT PATH TO EQUIPMENT NOTE: THIS SITE MEETS OSHA COMPLIANCE FOR FIELD OPERATIONS TO ACCESS BTS EQUIPMENT ON THE GROUND LEVEL. ANTENNAS AND RADIO ARE ACCESSIBLE BY TOWER CREW ONLY. GC NOTE: ALL HOLES LARGER THAN 2"X2" ARE REQUIRED TO BE COVERED BY THE GC WITH A STEEL PLATE. (E) PROFANE TANK (E) GENERATOR (BY OTHERS). (E) SHELTER(BY OTHERS) & (E) UTILITY H-FRAME (E) T.MOBILE METER ON H-FRAME (E) ICE BRIDGE (BY OTHERS) (E) 370'-0" GUYED TOWER (E)T-MOBILE ICE BRIDGE 1/2V (E) CHAIN LINK FENCE .A3.0. (E) DOUBLE SWING GATE (E) T-MOBILE EQUIPMENT ON PLATFORM WITH ICE SHIELD RE; A2.0 3' SAFETY PATH TO EQUIPMENT (E) T-MOBILE GPS ANTENNA T- Mobileii 900 SOUTH BROADWAY, DENVER. I ! MAX i a mc~ :ayfield Co. tuning De|)(. PROJECT INFORMATION: SITE NAME: DRUMIUIOND WI-(BARNES TOWER) SITE ID:A1N0940A ALT ID: SITE ADDRESS; 6470 KICKAPOO TRAIL DRUMMOND. Wl &4873 0 I 1.13.25 [ FINAL STAMPED UCI; 47SI FOX S.TRi(fl»nH..CO 811218/i^^ ^/CHRISTOPHER J'YJ -t-^scaa—4/t'5V i3726;6 sSil.%\ eO'LDEN /'i"^ "'1111 •Bimuo. »«,», ENLARGED SITE PLAN SHEET NUMBER: 1 | ENLARGED SITE PLAN (E) T-MOBILE ICE BRIDGE (E) T-MOB1LE HCS CABLETO BE REMOVED (E) T-MOB1LE EQUIPMENT CABINET W/ SYSTEM MODULES AND SUB MODULESWITH TABLE TO BE REMOVED (E) T-MOBILE GPS /^TENNA (E) T-MOBILE RAYCAP COVPMOUNTED TO POSTTO BE REMOVED 2 I EXISTING EQUIPMENT PLAN (E)T-MOBILE ICE BRIDGE (1}(N)T.MOB!LE HYBRID 6/24 4 AWS CABLE RE; A5.1 (2) (N) AMIA'S WITH(8) (N) SUBMODULES& (3) RELOCATED (E) T-MOB1LE GPS ANTENNA 1 | PROPOSED EQUIPMENT PLAN T- Mobile [^ 'E E i 11? \\\ MAR 1 8 ^5 ^ yaynGii.hUte^wliSilAJ™- SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE (D: A1N0940A ALT ID: SITE ADDRESS;6470 KICKAPOO TRAIL DRUMMOND, W; 54873 Rev:j_Date; | Descnptlon: _ | By PRELIMINARY FINAL STAMPED UCIS ^^1\?5? -•* '•-:*/KHBISTOPHERJ:* -fflaa-I"°,t 43726-6^\ GOU1EN ^^ EQUIPMENT PLAN SHEET NUMBER; A2.0 DRAWN BY: CHK BY: MOUNTING BRACKET • (SUPPLIED W/ANTENNA) NEW ANTENNA MOUNTING PIPE [TfP.} N> Is MOUNTING BRACKET (SUPPLIED W/ANTENNA) 3 I ANTENNA MOUNTING DETAIL - CONTRACTOR TO REFER TO MOST RECENT RFDS BY T-MOBtLE PRIOR TO COMMENCING WORK. - REFER TO SHEETS A4.1 FOFi ANTENNA SPECIFICATIONS. I (6) (E) T.MOBILE PANEL ANTENNAS I & (2) FXFC RRU's AND HARDWAREI TO BE REMOVED (3) (E) T-MOBILE SECTOR MOUNT(1) PER SECTOR TO REMAIN (3) (E) T.MOBILE FHH-65C-R3 (HEX)ANTENNAS (1 PER SECTOR)TO BE REMOVED (2) (E) T-MOBILE FXFG RRUS TO BE REMOVED (3) (E) T.MOBILE AHLOA RRUS(1 PER SECTOR) TO REMAIN (3}(E)T-MOBILE F-65C-R1 (DUAL)ANTENNAS (1 PER SECTOR)TO BE REMOVED 2 | EXISITNG ANTENNA PLAN (3) (E) T.MOBILE AHLOA RRUS(1 PER SECTOR) TO REMAIN (3) (N) T.MOBILE AHFII RRUS(1 PER SECTOR) (3) (N) T-MOBILE FRA/-65C-R2N23 (OCTO)ANTENNAS(1 PER SECTOR) (3) (E) T-MOBILE SECTOR MOUNT(1)PER SECTOR (E) 370'-0" GUYED TOWER 1 I PROPOSED ANTENNA PLAN TMobilen90B SOUTH BROADWAV, DENVER, CO 60209 fni 1^ IE H f ^ li MAR 'I 8 2025 P,;.iyi'jpii-i Qri /nnincj L')i;ip' PROJECT INFORMATION; SITE NAME; DRUMMOND WI-(BARNES TOWER) SITE ID: A1N0940A ALT I D: SITE ADDRESS; G470KICKAPOO TRAIL DRUMMOND, Wl 54873 A I 01.15.25 i PRELIMINARY FINAL STAMPED UCIS ^'c.co/v.y^/^.^•'•^^ y5\ 43726-6 ia;S|^ eoj:[)EN ^J ^Uimffl^" ANTENNA PLANS SHEET NUMBER: A2.1 TOP OF TOWER, (3) (E) T-MOB1LE FHH-65C-R3 (HEX)-ANTENNAS (1 PER SECTOR)TO BE REMOVED (3) (E) T-MOB1LE SECTOR MOUNT(1) PER SECTOR TO REMAIN (3) (E) T-MOBILEAHLOA RRUS(1 PER SECTOR) TO REMAIN (2)(E)T.MOBILEFXFCRRUSTO BE REMOVED (3) (E) T-MOBILE F-65C-R1 (DUAL)ANTENNAS (1 PER SECTOR)TO BE REMOVED PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A STRUCTURAL AND MOUMT ANALYSIS DEPICTING THE LOADING SHOWM HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING, UNDER NO CIRCUMSTANCE WHATSOEVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAtD STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE BUILDING/ TOWER/ MOUNT BE MODIFIED. SUCH MODIFICATION SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. 2 I EX. SOUTH ELEVATION (3) (E) T-MOBILE SECTOR MOUNT(1) PER SECTOR _TQP OF TOWER, ELEV. = 370'-0" CL OF T-MOBILE ANTENNAS. ELEV.=30e'.0"11 (3) (N) T-MOBILE AHFII RRUS(1 PER SECTOR) RE; A5.0 (3) (N) T-MOBILE FFW-65C.R2N23 (OCTO)ANTENNAS(1 PER SECTOR) (E) GUYED WIRE fTYP.) (E) ANTENNA BY OTHERS (E) 370' GUYED TOWER (1){N)T-MOBILE HYBRID 6/24 4AWG CABLE RE: A5.1 (E)SHELTER(BY OTHERS) J_i •(E)T-MOBtLE ICE BRIDGE (E) T-MOBtLE GPS ANTENNA (N) T-MOBILE EQUIPMENT CABINETS RE: A2.0 -(E)T-MOBILE EQUIPMENT PLATFORM RE: A2.D -(E) CHAIN LINK FENCE IE1GRADE, 1 I NEW SOUTH ELEVATION T Mobilei W. '; 9 'I Lift !1'nyfieli! i.;o. Zonini.] Dept PROJECT INFORMATION: SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE ID: A1N0940A ALT ID: SITE ADDRESS: 6470 KICKAPOO TRAIL DRUMMOND. Wl 54873 7^1 FINAL STAMPED UCIS ^SiIflSW?£oao2!i.^F^.* •. ELEVATIONS SHEET NUMBER: ANTENNA NOTES; ANTENNA CONTRACTOR SHALL ENSURE THAT ALL ANTENNA MOUNTING PIPES ARE PLUMB. FEEDL1NE LENGTHS INDICATED ARE APPROXIMATE. ANTENNA COAXIAL FEEDERS & ANTENNA JUMPERS SHALL BE COLOR CODED PER T-MOBILE REQUIREMENTS. IN ADDITION TO THE COLOR CODE, THE FOLLOWING ANTENNA SECTOR COLOR STRIPE SHALL BE ADDED TO EACH ANTENNA SECTOR FEEDLINE & JUMPER. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURERS' RECOMMENDATtONS REGARDING THE INSTALLATION OF FEEDLINES, CONNECTORS, AND ANTENNAS. 7. MINIMUM BEND RADIUS: LDF4-50A (1/2" HARD LINE) = 5" FSJ4-5DB (1/2" SUPER FLEX) = 1 1/4" AVA5-50A (7/8" HARD LINE) =10" AVA7-50A (1-5/8" HARD LINE) = 15" LDF7-50A (1-5/8" HARD LINE) = 20" 8. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR. AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO T-MOBILE. 9, WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. 10. ANTENNA CONTRACTOR SHALL PERFORM A "TAPE DROP" MEASUREMENT TO CONFIRM/ VALIDATE ANTENNA CENTERLINE (ACL) HEIGHT. CONTRACTOR SHALL SUBMIT A COMPLETED HEIGHT VERIFICATION FORM TO THE CONSTRUCTION MANAGER, 11. ALL FIBER RUNS CONTAINED IN ONE COMMSCOPE HYBRID DC.FIBER CABLE (MODEL# HCS 2.0 TRUNK CABLE 12#6AWG24 SM RBER PR) FROM LOWER JUNCTION BOX TO UPPER JUNCTION BOX. HYBRID CABLE SHALL BE COLOR CODED PER T-MOBtLE REQUIREMENTS. ANTENNA KEY ANTENNA NUMBER ANTENNA CENTERLINE AGL ANTENNA VENDOR MODEL NUMBER FFW-65C-R2N23(OCTO) FFW-55C-R2N23(OCTO) FFW-65C-R2N23(OCTO) L600/N600//L700 L1900/L2100/N1900 /H2100/LAWS3 L600/NGOO//L700 L1900/L2100/N1900 /N2100/LAWS3 L600/N600//L700 L1900/L2100/N1SOO /N2100/LAWS3 COAX FEEDER (QTY) SIZE (1)(N)HYBRIi:TRUNK 6/24 4AWG TMobUe 900 SOUTH BROADWAV, DENVER. CO S02W EQUIPMENT PAD / EQUIPMENT KEY (E) (N) (N) (N1 TRANSPORT SYSTEM SYSTEM MODULE SYSTEM MODULE SYSTEM MODULE SYSTEM MODULE SYSTEM MODULE SYSTEM MODULE SYSTEM MODULE SYSTEM MODULE MODEL NUMBER CSR IXRe V2 (GEN2) L600 / L700 (DARK) / L1900/L2100/LAWS3 (DARK) N600 / N1900, N2iaO(DARK) L600/L700(DARK) L1900 / L2100 / LAWS3 (DARK) N1900/N2100(DARK} i Is K U J 1^ i MAR "i 8 7025 w! a i'"f('lpr;- PROJECT INFORMATION: SITE NAME:DRUMMOND WI-(BARNES TOWER) TOWER EQUIPMENT KEY 1 PER SECTOR MODEL NUMBER N6DO / L600 / L700 (DARK) N1900 / N2100 (DARK) / L1900/L2100LAWS3 (DARK) STATUS (N) LOCATION VENDOR COMMSCOPE EQUIPMENT EQUIPMENT HYBRIDTRUMK CABLE •EEDLINE KEY MODEL NUMBER 380' 6/24 HYBRID TRUNK CABLE 12#4AWG24-SM-FIBER-PR TECH.QTY. 1 .mimxs.Tifiwwya.coTOK^^ \\ 43726_-S 7£I1^'V GOU3EN -.-•^'i ^n^ ANTENNA AND EQUIPMENT SCHEDULES SHEET NUMBER: 2 I ANTENNA NOTES 1 I ANTENNA AND EQUIPMENT SCHEDULES FFW-65C-R2N23 8-part sector antenna, 4x 617-894and 4x 1695-269D MHz, 65° HPBW, 2XRET FFW-65C-R2N23 'Ser :• ^' General Specifications Antenna Typa Band Cotol Grounding Type Perfonnanca Note Radomc Mntcria) RndialorMalnial R.flcctorMat.rial RF Cmrwctor Interface RF Connector Location RF Cimnwtor Ouanttty, mid band RF Connector Quantity, tow band RF Connmtor Quantity, total • Meets -l53dBc 3rd order P1M for 617-aMMHz &1695-2690MH2, using 2X40W carriers * Equivalent performance designed into a narrower antenna platform • Improved aorodynamic design allows for reduced wind load • Reduced weight platform allows for decreased tower fcading Sector Mulllband Light Bray (RAt 7035) RF connector inner conductor and body grounded toreflcctor and mounting bracket Outdoor usage Fiberglass, UV reaiatant Aluminum I Low loss circuit board Aluminum 4.3.10Fenialc Bottom 4 4 Dimensions Width D.pth Langth K«t Wmnht, antenna only Array Layout 570mm j 22.795 in 212mm j 8.346 in 2438mm I 95.9B4in 47k(l I 103.617 Ib fArwf)n|rw)iwxytWfi MCM«»Ct<tt .1 •i fxr ua>n»AtSSROUO } ,81 Port Configijration Remote Electrical Tilt (RET) Information RETHaidwan RET Interface RET Interface, quantity Input Voltag. Inttmal RET Power Consumptton, active state, maximum Power ConsumptkMi, idlastat*. maxiimjm Protocol CommRETv2 B-pinDINFnnate I 8-pln DIN Mute 1 female I 1 male 10-SOVdc Ltwband(l) i Mid band (1) 10W 2W 3GPP/AISB 2.0 Mobile900 SOUTH BROADWAY, DENVER, CO 80209 ID) i (e! i] W IE HAR 1 8 ^02? l[yi 3aylielcl Co. ?.onitHj Ui-'pi, PROJECT INFORMATION; SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE ID:A1N0940A ALT ID: SITE ADDRESS: 6470 KICKAPOO TRAIL DRUMMOND. Wl 54873 SITE COUNTi':BAYFIELD COUNTY |Rev:j Date: | Description: | By; A j01.15.25 | PRELIMINARY 1.13.25 j FINAL STAMPED UCIS /s^^ ?*/KHRISTOPHERJ:', -i—^scsa-I^V 43726:6^.%\ GOLDEN%?<'>. =^ wS^L. ANTENNA AND EQUIPMENT SCHEDULES SHEET NUMBER; A4.0 1 | ANTENNA SPECIFICATIONS IsCXIA NOKIA NAM DC POWER ENCLOSURE, 600AMP CS7iaOSOO.DCS1BORADCAB,XTE603PNAM SUPPORT YOUR EVOLVING MACRO CELL SITE NEEDS WITH TWIS COMPACT .4BV/-5flVPOWER ENCLOSURE DESIGNED TO HOUSE NOKIAAIR SCALE BBU SUB RACKS, SR-ESPECIFIC EQUIPMENT, A HYBRID CABLE MANAGEMENT SOLUTION AND DC OVERVOLTAGB PROTEC-nON. BENEFITS AND FEATURES hsCXIA 4 I NOKIA NAM DC POWER ENCLOSURE 600AMP DETAIL NTS AHFII AIRSCALE RRH4T4R B25/66 480W SPECIFICATION STANDARD BAND / FREQUENCY RANGE MAX. SUPPORTED MODULATION NUMBER OF TK/RX PATHS INSTANTANEOUS BANDWIDTH IBW OCCUPIED BANDWIDTH OBW MAX. OUTPUT POWER PER TRX COFiE DIMENSIONS (MM) WX H X D ENVELOPE DIMENSIONS (MM) WX H X D VOLUME WEIGHT SUPPLY VOLTAGE / CONNECTOR Ti'PE POWER CONSUMPTION ANTENNA PORTS OPTICAL PORTS OTHER INTERFACES / CONNECTOR TYPE OPERATIONAL TEMPERATURE RANGE COOLING INSTALLATION OPTIONS INGRESS / SURGE PROTECTION DETAILS 3GPP COMPLIANT, FDD-LTE. NR. GSM. WCDMA BAND2S: RX 1850 MHZ-1915 MHZ, TX 1930 MHZ-1995 MHZ BAND66; RX 1710 MHZ-1780 MHZ, TX 2110 MHZ-2200 MHZ 256QAMUL/1021QAMDL 4T4R FULL BAND OBW B25 65MHZ (UL/DL). 866 70MHZ (UL) 90MHZ (DL) 4X80W IN ANY BAND WHILE 4X4DW IN OTHER BAND 350 X 645 X 120 370 X 676 X 15D (MOTTO EXCEED) <25L <32.5 KG DC -40.5 V ... -60 V / 2 POLE CONNECTOR 100% RF LOADING: 1869 W 24HR WEIGHTED: 1103 W 4X4.3-10 3 X SF28 PORTS CPRI 9.8 GBPS (RATE 7) RET RS-185. AISG 3.0, EAC MDR26 -40 C ... +55 C FORCED COHVECTION (FANS) POLE, WALL, RAIL IP65. DC POWER PORT: 20 KAS/20 MS AIRSCALE MULTIBANDRRH BENEFITS UP TO 4X80W IN EITHER AWS OR PCS BANDS WHILE 4X40W IN THE OTHER BAND CPRI FRONTHAUL INTERFACE UP TO 1024 QAM DL CAPABLE HARDWARE UPT03XSFP28PORTS INTEGRATED PIM CANCELLATION WIDE NR CARRIERS (UP TO 40MHZ) UP TO MAX 8 CARRIER PER TX ACROSS BOTH BANDS AHFII 475656A CONFIDENTIAL DELTA LARGE BATTERY 3 CABINET ENCLOSURE: ESOF015-ECV04 COMPACT DESIGN FOR BATTERY STRINGS: DIRECT AIR COOLING SOLUTION SUPPORTS FOUR STRINGS OF ^BVVRLA BATTERIES UP TO 21DAH 600A RATED BUS BAR WITH 200A BREAKER PER STRING BULK INPUT/OUTPUT WITH ABILITY TO DAISY CHAIN CABINETS FRONT TO FRONT AtR FLOW CORROSION RESISTANT ALUMINUM CONSTRUCTION ^ AC BOX 5811123881 DESIGNED TO MEET GR-W •F5 FILTER PL-3"x3"x3/8" BACK PLATE 2 I DELTA ESOF015-ECV04 LB3 BATTERY CABINET DETAIL NTS NOKIA FPKA BRACKET UP TO (3) RADIO HEADS AROUND (I)PAIROFFPKAPOLE MOUNTING BRACKETS FPKA CLAMPED & TIGHTENED TO PIPE Ti'P.x2 NEW ANTENNAS AND RRU'S SHALL BEINSTALLED PER MANUFACTURERRECOMMENDATION W/ MANUFACTURERHARDWARE UNLESS SPECIFICALLY MOTED AND APPROVED QY E.O.R. FFKA CLAMPED &TIGHTENED TO PIPE TCP.X2 ANTENNA MOUNTING BRACKET PER MANUFACTURER TCP. NOTE;REFER TO S-SHEETS FOR MOUNTDETAILS (IF APPLICABLE) ANTENNA TO PIPE MOUNTED T-Mobile IBROADWAY.DENVEHCOi ^ dWJi III! MAR 1 8 2025 Lu. ciayfield Co. Zoning Depi- PROJECT INFORMATION: SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE ID;A1N0940A ALT ID: SITE ADDRESS; 6470 KICKAPOO TRAIL DRUMMOND, Wl 54873 - JRev:| Dale: [ Description: J By^ A | 01.15.25 | PRELIMINARY FINAL STAMPED UCIS /^s^\ r-A'/KHfllSTOPHERJ''.- -scan—-^ EQUIPMENT DETAILS SHEET NUMBER: A5.0 3|NOKIAAHFIIRRUDETAIL NTS 1 I RRU PIPE MOUNTING DETAIL CABINET/RACK SITE SUPPORT CABINET ELECTORLYTE PER BATTERY (QAL/BATT) ELECTROLYTE (GAL) 2.28 KWH | 36.48 KWH NSB190FTHTRED NOMINAL TECHNICAL SPECIFICATIONS NSB 190FT HT RED Dimensions PURE LEAD - HIGH TEMP "^ Electrical :®2(K;5-C(eaff7-F) ®2B/3S'C(ee/77-F) @ 20C5-C (68/77'F) tPC ® 20ff5'C (Ga/77'F) •C (6B/77'F) The NSB HT RED Battery® delivers long life in unreliable opBFationiamp.r.nunranso grid conditions even at high temperatures. PURE LEAD ELECTROCHEMISTf Technical Drawing INPLA1 ;R LARGE SURFACE ;M UFE ISt YEARSAT20-C (Sa-F) 40'C (KM'F)DESIGN LIFE LOHBUFE(12+YEARS) ENSURE LEAK-FREEOPERATI ANOREUABIUn (PPOt PLASTIC MATERIALS DESIGNED TO I TO OPERATINS TEMPERATURES AND I ^Es!lSif^ 11ASR122B, lECeoasa; BELLCOREGR-6I.CORE, ISSUE 1;eR-msH.GERMAN7ANDRUSS JAN TELECCihTsTANDAROS^ UL APPROVED 4 | NSB 190FT HT RED BATTERY DETAIL FDH1204-48SE2 RRU (TOP) BREAKOUT; 6 BLUNT-CUT POWER CORDS (6-6AWG PAIRS). 48 SINGLE MODE HBERS IN OUTDOOR-RATED TAILS WITH ODC-COMPATIBLEINTERFACEBBU (BOTTOM) BREAKOUT; 12-4AWG POWER CONDUCTORS BLUNT CUT, A\ SINGLE MODE FIBERS WITHIN 24 DLC TAILS PAIRSOF<AWG OPTICAL SPECIFICATIONS FIBER TfPE G.657.A2/B2 INSERTION LOSS, TCPICAL NOTE INSERTION LOSS IS MEASURED AT 1310 AND 1550 NM INSERTION LOSS, TYPICAL 0.75 PRODUCT CLASSIFICATION REGIONALAVA1LABILIPC PORTFOLIOPRODUCT T/PEPRODUCT BRANDPRODUCT SERIES ASIA | AUSTRAUA/NEW ZEALAND |EMEA | LATIN AMERICA | NORTHAMERICACOMMSCOPE® HYBRID CABLE ASSEMBLYHELIAX® FDH ENVIRONMENTAL SPECIFICATIONS OPERATING TEMPERATURE -40 *C TO +75 "C (-40 •F TO +167 T) PACKAGING AND WEIGHTS CABLE WEIGHT 3.4 KG/M | 2.2B5 LB/FT "FOOTNOTES INSERTION LOSS, TOPICAL NOTBNSERT10N LOSS IS MEASURED ATA ROOM TEMP OF +20'C (+68-F) GENERAL SPECIFICATIONS CONDUCTORS, QUANTFTY 12CONSTRUCTION TffE DIRECT BREAKOUT TRUNK INTERFACE, CONNECTOR A ODC-LC INTERFACE FEATURE, CONNECTOR A OUTDOOR INTERFACE BODY STOE, CONNECTOR A STRAIGHT INTERFACE. CONNECTOR B DLC INTERFACE FEATURE. CONNECTOR B STANDARD INTERFACE BODY STOE, CONNECTOR B STRAIGHT JACKET COLOR BLACK TOTAL RBERS, QUANTITl' 48 DIMENSIONS CABLEASSEM8LY LENGTH RANGE (M) 10 -130 DIAMETER OVER JACKET 44.78 MM | 1.763 INCENTER CONDUCTOR GAUGE 4 AWG MECHANICAL SPECIFICATIONS MINIMUM BEND RADIUS 523.2 MM | 20.598 IN MINIMUM BEND RADIUS. FURCATION 30MM | 1.181IN HCS 6x24 Trunk and Jumpers (continued) FIBER JUMPERS The radio-end of the 6x24 trunk has breakautfiber pairs terminated withODC connectors An ODC-to-Radio fiber jumper is needed to connect the trunk to the radio. 1 fiber jumper is needed per OPTICAL port on radio The table below lists the fiber jumper types needed by radio model, with the various weatherproof housing fiber connectors Each jumper type is available on 3 lengths: 5, 10 and 20 meters ODC-10-R2CT ODC-to-AOPE BpEI ^imW Fiber Jumper Type Jumper Qty Needed AEHC ODC-to-AOPE 4 AHFIG ODC-R2CT 2 AHLOA ODC-to-R2CT 2 AAFIA ODC-to-R2CT 4 AZHL ODC-to-AOPE 2 AHFII ODC-lo-AOPC 3 AHLOB ODC-to-AOPC 2 T-Mobile Confidential T-MobUe' 2 I HCS 6X24 TRUNK AND JUMPERS DETAIL AMIA IS PRIMARY FOR INDOOR SITES (ENVIRONMENTALLY CONTROLLED) OR SITE SUPPORT CABINETS ONE NOKIAAIRSCALE SUBRACK (AMIA), INCLUDING BACKPLANE FOR HIGHBANDWIDTH CONNECTIVITY BETWEEN PROCESSING PLUG-IN UNITSONE OR TWO NOKIA A1RSCALE COMMON (ASIA) PLUG-IN UNITS FORTRANSPORT INTERFACING AND FOR CENTRALIZED PROCESSING UP TO SIX NOKtAAIRSCALE CAPACHY (ABIA) PLUG-1N UNITS FOR BASEBANDPROCESSING AND FOR QPTICAt. INTERFACES WITH RADIO UNITS PROPERTY VALUE DIMENSIONS ORIENTATION HEIGHT 12B.5mm(5.1ln) DEPTH 400 mm (15.7 In) WIDTH -147 mm (17.6 In) WEIGHT EMPT(r:5.1kg(H.2lb} WITH DUMMY PANELS: 6.8 kg (15 LB) WITH ALL UNITS: 23,9 kg (52.7 Ib) ^Mobile I SOUTH BFtOADWAY, DENVER, CC itl E MAR ! 8 2025 ?!aytield Co. Zoning Dept PROJECT INFORMATION: SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE I D: A1N0940A ALT I D: SITE ADDRESS:6470 KtCKAPOQ TRAIL DRUMMOND. Wl S1873 SITE COUNTY;BAYFIELD COUNTY UCIS /sp^^ :*/KHRISTOPHERJ'\-( -scan—-4/®i"5:. 4372A-s 7ffl%%1., GOLDEN /'^ %m EQUIPMENT DETAILS SHEET NUMBER: COMMSCOPE FDH1204-48SE2 6X24 HYBRID CABLE DETAIL 1 | NOKIAAMIAAIRSCALE DETAIL EXISTING CONDUIT, CONDUCTORS. AND OTHER ITEMS SHOWN ARE AS DESCRIBED TO THE BEST OF THE KNOWLEDGE OF THE ENGINEER. BASED UPON PHOTOGRAPHS AND/OR PREVIOUS DRAWINGS. IF FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM WHAT IS SHOWN HERE. DRAWINGS AND CALCULATIONS MAY NEED TO BE UPDATED. ACTUAL VALUES FOR FAULT CURRENT SHOWN IM DETAIL 3. CONDUIT SUBJECT TO FOOT TRAFFIC SHALL BE GRC. FINAL CONDUIT RUN TO CABINET SHALL BE LTFC. (E) 37.5KVA PAD MOUNT XFMR. 120C10U. 1» >^<(SEE NOTE 2) £T~]i 1-^1-(E)UTILirr METER AND j200A/2P SERVICE BREAKER IN EXISTING METERBANK (E) CONDUITS & CONDUCTORS (E) 120/2^0V.10,600/FOUR GANG METERSTACK MEMA 3R^i STACK MEMA 3R ^(E) CONDUITS & CONDUCTORS FT. #2 (E»PPC,200A,120/210V,10, ]— 3W. WITH INTEGRAL MTS , 1-yy^f I '-1-J I I I I I K?4- I r^T L -™SL _1 (E)GEMERATOR PLUG, 2.°.°.'*:12°™"^0'3W'WP' (N)NOKIANAM (N)NOKIANAMMOUNTEDTOPPC fflMASSC""" DC BATTERYENCL. SCCR 10.000A SCCR 10.000A .FEED LI (N) 2#3/0 THWM-2 + 1 #1 NEUTRAL + 1#6GIN2"C(SEENOTE 4] IAC BREAKERS] FEED L2 (N) 2#3/0 THWN-2 +1#6G IN 2" C (SEENOTE 4) • (N) RIGID CONDUITFOR DC CABLES (N)3#12THWN-2+ 1#12G IN 1" RIGID CONDUIT JP (g II flj! Hi MAR '! 8 2025 Bayiielci Co. Zoning Dspi I SHORT CIRCUIT CALCULATIONS BASED UPON POINT METHOD AS ILLUSTRATED IN BUSSMAN PUBLICATION SPD-90. FAULTVALUES I SHOWN ARE FOR 3® FAULTS ON 3<t> CIRCUITS AND FOR UNE.TO-LINE FAULTS ON 1 (t> CIRCUITS. I FAULT CURRENT AT EXISTING METER BANK p, s 11.161A f-2 x L X lccm.u 2.0x55x11,161 0.367 FAULT CURRENT AT DOSTING PPC 3 I SHORT CIRCUIT CALCULATIONS ELECTRICAL LOAD CALCULATION RECEPTACLE LIGHTING MECHANICALSPECIAL 0.36 0.1 3.1 34.0 kVA kVA 0100% 81257. ©100%©100?! 0.36 0.125 •i-1 34.0 37.6 KVA KVAKVA KVA TMobUei DAVID W DAY , P.E. 102 Pqncho St. P.O. Box 1640 Anahuac, TO 775H Telephone 713-927-4470 PROJECT INFORMATION: SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE ID:A1N0940A ALT ID: SITE ADDRESS: 6470 KICKAPOO TRAIL DRUMMOND, Wl S4873 SITE COUNTK:BAYFIELD COUNTY Rev; Date; Description: By: D 1/29/2025 FINAL STAMPED UCIS ^PSB^- OAVIDW. ''•••A'' :-V; _ DAY " ';•' ;^ ONE-LINE DIAGRAM & CALCULATIONS SHEET NUMBER: E1.0 2|ONE-LINEDIAGRAM 1 | LOAD CALCULATIONS ANEL NAME 'OLTAGE RATING ;ONN. LINE VOLTAGE 'HASE [US TYPE US RATING dA)N BREAKER IREAKERPfPE \ITERRUPTING RATING LOAD SPD(EXISTING) LIGHTS/GFCI(EXISTING) SITE SUPPORTCABINET (SSC)FEED L2 BLANK BLANK BLANK BLANK BLANK LOAD VfPE TMO (EXIS1 120/2-fO 240 1 WIRE IS} VAC VAC 3 MAIN BREAKER 200 200 AMPS AMPS PLUG-tN 65/10 PCS 1 3 5 7 9 11 13 15 17 19 21 23 CB 1P15 2P200" KAIC A 1 BO 260 4872 4500 1872 4500 19,204 CONN. LOAD NEC D.F ^ECEPTACLES < 10 KVA .IGHTING J\RGES7 MOTOR JNITARY HVAC EQUIPMENT 3C RECTIFIERS OTHER TOTAl 360 .100 3126 34000 37.586 100% 125% 125% 100% 100% 100% /A :NCL TCPE 10UNTING TYPE NEMA3R SURFACE OCKABLE CABINET? )OOR-IN.DOOR? rtFR. flODEL ;AT. HO. YES YES EMERSON NFDCTEND ENCLOSURE SERIES RATED BY MFR? •USETi'PE B 47B2 4SOO 4762 4500 1B.564 NEC LOAD 360 125 -3126 a'looo 37.611 YES NA CB 1P15 2P200- POS 2 4 6 8 10 12 14 18 20 22 24 WTES: LOAD GFCI(EXISTING} SITE SUPPORTCABINET (SSC)FEED LI BLANK BLANK BLANK BLANK BLANK BLANK BLANK TOTAL LOAD 37.6 78.3 |156.7| w <VA Yr WIPS * NEWBREAKER TO MATCH EXISTING TYPE AND AIC RATING JOTES: 1. CONTRACTOR SHALL MODIFY PANEL SCHEDULE TO SHOW ACTUAL EQUIPMENT LOADS ON REDLINED 'AS BUILT' CONSTRUCTION DRAWINGS. 1 i ^ n 11^ J P MAR -i a M- !ul :';"'iield i.;o. /uninn nep: NEW CONDUIT (ATTACH TO BRACKET W/STANDARD HANGER), T>'P. MOUNTING SURFACE 3/8" SLEEVE ANCHOR (CONCRETE) 1M" SELF-TAPPING SCREW OR WELD (STEEL) 1/4" GALVANIZED LAG BOLT (TIMBER). TYP, ^Mobile ] SOU7H BROAQWAV. DENVER. DAVID W DAY, P.E. 102PonchoSt. P.O. Box 1640 Anahuac. TX 77514 Telephone 713-927-4470 PROJECT INFORMATION: SITE NAME:DRUMMOND WI-(BARNES TOWER) SITE ID: A1N0940A SITE ADDRESS: G470 KICKAPOO TRAIL DRUMMOND. W 54873 SITE COUNTY:BAYFIELD COUNPC Rev: Date: Description: By: 0 1/29/2025 FINAL STAMPED UCIS ^sco^.A./^"' '""^"^ ;• / OAWoiv. \-b\:2? ^Dw' v ; :S; u£26-"< li PANEL SCHEDULE & ELECTRICAL DETAIL SHEET NUMBER: E2.0 DRAWN BY: CHK BY: 2 I PANEL SCHEDULE 1 I SURFACE MOUNTED CONDUIT AFFIDAVIT OF AUTHORITY (Corporation, LLC, etc.) PURPOSE. This Affidavit of Authority is used to certify the individual submitting an application is authorized when the property is owned by a corporate/business entity, ) )ss.) The undersigned affirms and states as follows: 1. Address of Subject Properties: 6470 Kickapoo Trail, Drummond, Wl 54873, 66620 FR 419, Mason, Wl 54856 25215 Namakagon Dump Rd., Cable, Wl 54821 2. The Subject Properties are owned by: K2 Tower III LLC (Name of Company) 3. The name(s) of the current President or Managing Member Ryan D- LeP8ris 4. I certify that the company named in paragraph 2 is valid and in effect on the date signed below. I am the duly appointed agent of the Company named above in paragraph 2, and I have the authority under the terms of said authorization to submit an application to the Bayfield County Zoning Department concerning the Property described in paragraph 1. I further certify that the information and statements made within this affidavit are true, accurate, and complete to the best of my knowledge. 5. I authorize UC12 Construction Services LLC to apply for and bind them to the terms and conditions of any decision or permit issued by the Bayfield County Zoning Department. 6. By signing this affidavit, I attest that I am unaware of any known or unknown person(s) who would contest this application. I agree to indemnify Bayfield County or such person or legal entity suffering a damage resulting from any illegalities of the application. Dated: 05/20/2025 ^T Ryan D. Lepene Print Name Subscribed and sworn to before me this <2.C)'^VS- day of (<AAJ^ 20 2ST .^- ^y^ \ \ '• : •" \ Sydney Benson, Attorney at I.aw 5*1.. riotalY pub!ic'state of °hio S ^S^iSSt^ ! ^ comm'ssi°" Has No Eipiration DaleNot^p^rtc, ^.^^r^ B<y^ ^^^^^/ ' sec147'03RC' My commission: rf&<?^ wyA •^.'^l^L ''''^'^S^S^' PROCESSING INFORMATION INITIAL PROCESSING. Once the department receives your affidavit, the department will review it for completeness. If the information is not complete, the department may reject your affidavit and the application. REQUEST FOR MORE INFORMATION. The department may request that you provide more information or evidence to support your affidavit. DECISION. The department will review all documents submitted as part of the application for registration and title, this form included, and may approve, deny or request more information. Bayfield County, Wl [PRPI byjaTiI &T#J2822 fe. . r53030|Sl£msS!i!££iES (5/25, 8:06 AM ^fcal Estate Bayfield County Property Listing Today's Date: 3/25/2025 Novus-Wisconsin Access rev. 12.0206 iaf Description Tax ID: PIN: Legacy PIN: Map ID: Municipality; STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: ^ Tax Districts 1 04 004 041491 001700 Updated: 2/5/2025 39435 04-004-2-45-09-25-3 04-000-21000 (004) TOWN OF BARN ES S25 T45N R09W LOT 1 CSM 2373 DESC IN DOC 2024R- 605376 IN DOC 2024R-605970 1230A 9.389 0.000 0 No (F-l) Forestry-1 104 Updated: 11/6/2024 STATE COUNTY TOWN OF BARNES SCHL-DRUMMOND TECHNICAL COLLEGE a Ownership K2 TOWNERS III LLC Billing Address: K2 TOWNERS III LLC 57 E WASHINGTON ST CHAGRIN FALLS OH 44022 Property Status: Current Created On: 11/6/2024 4:18:38 PM Updated: 2/5/2025 CHAGRIN FALLS OH Mailing Address: K2 TOWNERS III LLC 57 E WASHINGTON ST CHAGRIN FALLS OH 44022 ^ y Site Address * indicates Private Road 6470 KICKAPOO TRL Property Assessment BARNES 54873 Updated: N/A 2025 Assessment Detail Code Acres Land Imp. N/A 2-Year Comparison 2024 2025 Change Land: 0 0 0.0% Improved: 0 0 0.0% Total: 0 0 0.0% * Recorded Documents 83 WARRANTY DEED Date Recorded: 12/20/2024 B QUIT CLAIM DEED Date Recorded: 11/25/2024 Q CERTIFIED SURVEY MAP Date Recorded: 11/4/2024 Updated: 11/6/2024 2024R-605970 2024R-605671 2024R-605376 13-381 Property History Parent Properties 04-004-2-45-09-25-3 04-000-20000 Tax ID 2823 ^r ^ /; HISTORY B Expand All History White=Current Parcels Pink= Retired Parcels B Tax ID: 2823 Pin: 04-004-2-45-09-25-3 04-000-20000 Lea. Pin: 004119102000 39435 This Parcel '1'Parents -^Children https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=39435 1/1 Land Use Permit Application Review Checklist (^5^Submission #: What zoning district is the project located in? D R-l D R-2 D R-3 D R-4 D R-RB D C DID M D A-l D A-2 ^F-l D F-2 D JQ'No I Is lot substandard (does not meet current zoning dimensional requirement: W D Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: D Yes -BtMo D Yes ^5 No Is the project located in the Shorelands (Shorelands are lands within 300 feet of a river/stream OR landward side offloodplain OR 1000 feet of a lake/pond/flowage, whichever is greater)? a Yes tflMc Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) D Yes No Is the project located in the Floodplain? Zone: H Yes tfNo Are there wetlands on the property? a Yes ^fj\lo Is project associated with a nonconforming use or structure? n Yes ^ No Is project associated with a variance? Case #: D Yes ^0No Is project associated with a Special B or Conditional Use Permit? Permit #: a Yes ^MO Is the project associated with a Special A Use Permit? D Yes ^ No ^_ Does the project require sanitary? D Existing D New D Intercept D Reconnect D Non-Plumbing D Public Sanitary Permit#: a Yes No Does the project require mitigation? Implementation Deadline:Date of Compliance: D Yes j6 No Does the project require an affidavit? Affidavit #: D Yes [7f 1^>Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback?gD Yes No Did applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is? D Residential ^tommercial D Municipal Project type is? D New Construction ^Q^dition/Alteration D Change Use D Relocate D RV Placement D Sign D Establishing a Business D Temporary D Shoreland Grading D Other, describe: Structure Type is: D Residence D Principal Structure D Accessory Structure D Boathouse (one story only) D Open-sided/Screened Structure (gazebo, etc.) D Stairway to navigable waters D Mobile Home D Shipping Container D Other, describe Total Sq. Ft. of Project: —€r-Number of Stories:Overall Height: Calculated Fee Category: D Residential Principal Structures - $0.75/square foot (minimum $125) D Habitable Residential Accessory Structures - $0.50/square foot (minimum $75) D Non-Habitable Residential Principal and Accessory Structures - $0.20/square foot (minimum $75) D Qsmmercial/Municipal Principal Structures - $0.75/square foot (minimum $125) ,0 Commercial/Municipal Accessory Structures - $0.20/square foot (minimum $75) Calculated Fee Amount: Additional Fees: D Return Inspection D Land Use Revisions D Special Use Permit - Class A D After-the-Fact (ATF) D Floodplain D Shoreland - Impervious Surface D Shoreland - Non-Conforming, etc. D Tower Siting/Collocation 1 D Tower Collocation 2 D Metallic Mil ATF Fee Amount: Inspected by:Date of Inspection:'////?. y Re-lnspected by:DateofRe-lnspection: Denied by: Dateof Denial: Reason for Denial: Date Denial Lettiy^MaJl^K ^? ^ ^Appr..yj^^^_Date of Approval: Condition(s): D Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. D For personal storage only. n For personal residence only. D NoJ^for human habitation or sleeping purposes. ^2'Town/State/DNR/Federal may require permitting DA Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. D A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). D Use best management practices to limit and prevent erosion during construction. D This permit cannot be transferred if property is sold. D A Bayfield County Health Dept permit is required. D Check with Town regarding room tax. D Short-Term Rental is for a maximum occupancy of_ persons. D Sj&R must meet the requirements of Article E of the Bayfield County Zoning Ordinance. ^ZTTo be constructed per plan. D Adhere to privy agreement. D Temporary permit allowing existing structure for a period of less than 1 year. D RV may not be used for permanent residence or storage. H RV allowed for D RV must be removed by D No sewer and pressurized water allowed in the structure. D No plumbing or plumbing fixtures allowed. D No additional sleeping areas allowed without obtaining necessary sanitary permit(s). D Land use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, orstructurally altered D Land use permits shall be obtained prior to the initiation of construction or a change in land use D Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies are required D Sanitation requirements must be met (if applicable) D Additional conditions may be placed and need to be adhered to at the time of permit issuance Other Conditions: p A ypIE LD Bayfield county Planning & Zoning Department Property Owner: K2 TOWERS III LLC 57 E WASHINGTON ST CHAGRIN FALLS, OH 44022 Description Verified Fee Amount 117 E 5th Street P.O.Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Submission Number: LU-01532 Transaction Number: LU-01532-24F6D Amount $0.00 Non-Habitable Residential Principal and Accessory Structures - $0.20, square foot (minimum $75) $75.00 Total: Payment Amount: $75.00 $76.95 Reference: 4175007035 Paid by: Jearune Anderson Payment Type: Credit Card Transaction Date: undefined Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit Town, City, Village, State or Federal Permits May Also Be Required Substandard - No / Nonconforming - No Shoreland - No / Impervious Surface - No Floodplain - No / Wetlands - No Mitigation - No / Affidavit #: LAND USE-X SANITARY- SPECIAL A - SPECIAL B/CONDITIONAL - BOA - BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION No. 25-0339 Tax ID: 39435 Issued To: K2 TOWERS III LLC Location: S25 - T45N - R09W Town of Barnes Legal Description: LOT 1 CSM 2373 DESC IN DOC 2024R-605376 IN DOC 2024R-605970 1230A Commercial Structure in F-1 zoning district For: Addition/Alteration (Disclaimer): You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Any future expansions or development would require additional permitting. Condition(s): See back of card NOTE: This permit expires two years from date of issuance if the authorized construction work or land use has not begun. Changes in plans or specifications shall not be made without obtaining approval. This permit may be void or revoked if any of the application information is found to have been misrepresented, erroneous, or incomplete. This permit may be void or revoked if any performance conditions are not completed or if any prohibitory conditions are violated. TRACY POOLER Authorized Issuing Official June 03, 2025 Date Condition(s): Town/State/DNR/Federal may require permitting To be constructed per plan.