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HomeMy WebLinkAbout25-0517Return to: 117 E 5th Street, PO Box 58 Bayfield County Planning and Zoning Department Washburn. Wl 54891 LAND USE PERMIT APPLICATION permits@bavfieldcountv.wi.gov County Use Only: _ Submission #: OJ777 Permit #: Zi'-OS'l^ Date: 7^U / ZS~~ Owner Name:AirencarrFoWgrTOrp Authorized Agent Name (if applicable):Nicole Shehan as agent for AT&T Telephone Number: f'81-925-4500 Telephone Number: 630-841-0928 E-Mail Address:E-Mail Address: nshehan@scoutservices.com JUN 2-7 2025 Mailing Address: 10 Presidential Way Mailing Address: 95 W Algonquln Road -Pto Co. aBninn and 7onina Aq.enffl City, State, Zip:/Vobum,MA01801 City, State, Zip:Arlington Heights, IL 60005 Contractor: Jacobs Telecommunication Inc Telephone Number: 908-296-0715 E-Mail Address: victor.ri22Uto@us.amemtum.com Project Address (if different from mailingjiddress): 4345 Westlund Road, lron,.Mnunt-,iin, W\ l.f^f^ J^^V^-/^, ^) Legal Description (if additional spaces needed attach a separate sheet): ^ > ^iA (met • fiar Section, Township, Range: Section 10, Twp 47 N Range 9 W Town of: Hughes Taxm#: 18286 Lot Size (Acres/Square Feet): Project Use is: D Residential D 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 stmcture) D RV Placement 21+ days D Temporary (12 or less months) E Other (describe): Antenna Upgrade Structure Type is:D Residence D Principal Structure (describe): D Accessory Structure (describe): D Shoreland Exempt Stmcture (describe): D Mobile Home (provide manufactured date): D Shipping Container Eother(describe): existing monopole Foundation Type: D Basement D Walkout Basement D Slab D Crawlspace D Ground D Skids D Other (explain): Existing Structure:Length:Width:Height: w Proposed Structure (Provide Sq Ft based on outside dimensions, including unfinished areas, attached garages/above grade decks/porcJies): 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:Overall Height (finished grade to peak): # of Stories:Existing # of Bedrooms on property:Proposed # of Bedrooms in project: Sign is: D New D On-premise a 1-sided D On-building Length: D Replacement D OfF-premise a 2-sided D Multi-Tenant Width:Height: RVis: D New Year: Make: D Replacement Vin#: M^odel: 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 D Stream/Creek DPond D Floodplain D Wetlands D Slopes over 20% N JUN 27 2025 Bayfield Co.and Zoning Agend Setback or distance from furthest extent of structure including eaves and overhangs to (include on site plan): County Use Only Verified setbacks Road Centerline Front Lot Line/Right-of-Way Side Lot Line 1 (NorfhDEastB^oufhDWestD, check one) Side Lot Lme 2 CNorthDEastDSouthQWestD, check one) Rear Lot Line Septic/Holdmg Tank Drainfield Privy Well Existing Sti-ucture/Buildmg Wetland Elevation ofFloodplam Ordinary High-Water Mark (OHWM) ft.to t-ft. ft.ft. ft.foot ft. ft.^<?-j-ft. ft.tio-^- ft ft.ft. ft.ft. ft.ft. ft.ft. ft.ft. ft. ft. IM'ft. ft. ft.G)T ft- Notes/Comments: ^ Other (describe)ft.ft. D Yes D 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: a Yes D 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 D 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): a Yes D No D Yes D No Will pressurized water be installed in the structure? If yes, what kind of sanitary system will be installed or used to manage wastewater? d Drainfield D Holding Tank D MunicipaVPublic D Other (describe): a Yes D No Will sleepmg occur in the stmcture? 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 D Conditional Use D Variance -JVN-ft "? OrtnrtOC-Fee payment will be made via: £' ui-3 D Check (attached) D Cash (attached) El debit/credit/echeck (department to call once payment is ready to be takeg^yfeM^^n How would you like to receive your permit card? •-wiirang and Zoning Agend D Mail to: OR B Email to: D Property Owner Address B Agent Address D Contractor Address D Other (provide Name and Email or Address): Nicole Shehan as agent nshehan@scoutsen/ices.com All Land Use Permits expu-e Two (2) Years from fhe 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 fhe UDC authority. All municipalities are required to enforce the UDC. If subject property is part of a Condominium Plat, applicant hereby certifies and represents fhat applicant has all necessary approvals and recorded documents required to complete the project for which fliis permit is sought mcluding requirements set forth ia Wisconsin statutes pertaining to condommium associations, the Declaration of the Condomimum Association in which the property is located, and all other rules, regulations and requirements pertainmg 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 difiBcult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penaldes or costs. For more information, visit the Department of Natural Resources wetlands identification web page, dar.wi.gov/'topic/wetlands, or contact a Department of Natural Resources service center (715)685-2900. I (we) declare tfaat this application, includmg 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: Nioibshubn Date: ."7-25Owaer(s) or Authorized Agent Signature: ^^^- <2^^ NOTES: 1. If you are signing on behalf of the 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 ^AIVIERICAN TOWER CORPORATION Structure ATC Asset Name ATC Asset Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Analysis Result Created By: Thomas Ambrosio Structural Engineer I Structural Analysis Report 190ftMonopole MUSKEGWI 273492 OAA798926 C3 01 AT&T MOBILHTY MUSKEG WIL03277 / WSCH10050447 4340 Westlund Rd Iron River, Wl 54847-4818 46.5634° N/ 91.4828° W Bayfield June 24, 2025 32% Pass JUN 27 2025 Bayfieid Co. Planning and Zonina Age-ncv ^lll1."^.^°^\ ^ ^^/••" "\^^•^"fr/ ESHAK. \ •;MOD1 •; ^ 45601-6 J_:AljMA ^/ONA'. J^ha Modi I':"" "Date: 2025.06.25 10:03:08-04'00' COA: 4069-11 ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-5414 - www.americantower.com ^AMERICAN TOWER-C&ftPORATlQW Eng. Number OAA798926_C3_01 June 24, 2025' Page 2 C&ftPORATlQW Table of Contents Introduction..................................................................................................................................................................... Supporting Documents....................................................................................................................................................^ Analysis............................................................................................................................................................^ Condusion............................................................................................................................................................ Structure Usages..................................................................................................................................................................^ Maximum Reactions...............................................................................................................................................................^ Tower Loading.........................................................................................................................................................^ Standard Conditions...........................................................................................................................................................^ Calculations............................................................................................................................................................^ JUN 2:7 2025 ,._ Co.plannin9-a^^"9Agency ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-5414 - www.americantower.com ^AIVtERICAN TOWER" Eng. Number OAA798926_C3_01 June 24,202:: Page3 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 190ft Monopole tower to reflect the change in loading by AT&T MOBILITi'. Supporting Documents Tower: i Valmont Project #10090RO, dated November 3,2009 Foundation: ; ATC Job #44317572A, dated December 1, 2009 Geotechnical: ; Edge Consulting Engineers, Inc. Project #4005, dated November 2,2009 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 106 mph (3-second gust) Basic Wind Speed w/ Ice: 58 mph (3-second gust) w/ 2.23" radial ice concurrent Code(s): • ANSI/TIA-222-1 / 2015 IBC / Wisconsin Commercial Building Code Exposure Category: \ B Risk Category: II Topographic Factor Procedure: Method 1 Feature: Flat Crest Height (H): Oft Crest Length (L): Oft Spectral Response: Sos = 0.04, So> = 0.02 Site Class: Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you haveany questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. JUN 272025 Bayfieid Co.and Zoning Agency ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Cary, NC 27511 - Office 919^68-0112 - Fax 919-466-5414 - www.americantower.com AAIVIERICAN TOWER- Structure Usages Eng. Number OAA798926_C3_01. June 24,2025 Page 4 Structural Component Pole Shaft Serviceability Usage Pier Maximum Reactions Foundation Monopole Base Usage 31.7% 24.6% 21.5% Moment (k-ft) 1,623.8 Control 1.2D+1.0W l.OD + LOW Flexure [Steel] Axial (k) 47.4 i Result Pass I Pass Pass Shear (k) 14.4| *Reactions shown reflect the results from the Load Case with maximum Moment excluding Overstrength Load Cases Structure base reactions were analyzed using available geotechnical and foundation information. JUN 27 2025 Bayfieid Co.Pianning and Zoning Agency ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-5414 - www.americantower.com ^AIVIERICAN TOWER' Eng. Number OAA798926_C3_01 June 24, 202? Pages AT&T MOBILITY Final Loading Elev(ft) Qty 1 2 I 3 3 3 \ 3 Equipment Triangular Platform with Handrails Raycap DC9-48-60-24-8C-EV (Enclosure) Commscope NNH4-65B-R6H4 Commscope NNHH-65B-R4 (77.4 Ibs) Ericsson AIR 6472 B77G B77M (67.21bs) Ericsson Radio 4472HP B12A Ericsson Radio 4494 44B14 20B29 M01 Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68.31bs) Lines (2) 0.40" (10.3mm) Fiber (3) 0.81" (20.6mm) Cable (3) 0.96" (24.3mm) Cable (6) 15/8" Coax (4) 2" conduit (1) 3/8" (0.38"- 9.5mm) RET Control Cable Install proposed lines inside the pole shaft. Other Existing/Reserved Loading No loading was considered in addition to the AT&T MOBILITY Final Loading. JUN 27 2025 Bayfieid Co.PSanning and Zoning Agency ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-5414 - www.americantower.com ^AIVIERICAN TOWER- Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna/ mounts, and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision ofANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. JUN 2'7 2025 Co. and Zoning Agency ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919^68-0112 - Fax 919-466-5414 - www.americantower.com ASSET: CUSTOMER: MUSKEG Wl, 273492 AT&T MOBILITY CODE:PROJECT:ANSI/TIA-222-1OAA798926 Design Wind: 106 mph Risk Category: II Topo Factor: Method 1 Structure Height: 190.0ft Base Diameter 58.50 in 190-0- ANALYSIS PARAMETERS Ice Wind: 58mphw/2.2"ice Service Wind: 60mph Exposure: B Sm: 0.019 Sos: 0.039 Topo Feature: Flat Base Elevation: 0.00ft Structure Type: Taper Base Rotation: 0.00° Taper 0.2100(in/ft) POLE SECTION PROPERTIES 150-8" 14S--0' 111-3" 105-8' TZ'-S" ss-y 44-r 37-r o-o- 44-0"3/16'Thick(65KSI) 5P 45-0' 5f18'Thick(65 KSt) 67" Section 1 2 3 4 5 Length(ft) 44.750 35.000 45.000 45.000 44.000 Flat Diameter fin> Top 49.10 43.99 36.64 28.99 21.10 Bottom 58.50 51.34 46.09 38.44 30.34 DISCRETE APPURTENANCE Bevfft)Description Thick(in) 0.375 0.37S 0.375 0.312 0.188 Joint Type_ Slip Joint Slip Joint Slip Joint Slip Joint JointLength(In) 0.00 85.00 77.00 67.00 56.00 PoleShape 18 Sides 18 Sides 18 Sides 18 Sides 18 Sides YieldStrength(tei) 65 65 65 65 65 LINEAR APPURTENANCE Elev To(ft) Description 190.0 (3) Ericsson Radio 4472HP B12A 190.0 (2) Raycap DC9-48-60-24-8C-B/ (Enclo 190.0 (3) Ericsson Radio 4494 44B14 20B29 M 190.0 (3) Ericsson AIR 6472 B77G B77M (67.21 190.0 (4)2" conduit 190.0 (1) 3/8" (0.38"- 9.5mm) RET Control Cabl 190.0 (2) 0.40" (10.3mm) Fiber 190.0 (1) Generic Round Platform with Handrall 190.0 (3) Ericsson Radio 48SOHP 48B2/B25 48 130.0 (3) 0.81" (20.6mm) Cable 190.0 (6) 1 5/8" Coax 190.0 (3) 0.96" (24.3mm) Cable 190.0 (3) Commscope NNHH-65B-R4 (77.4 Ibs 190.0 (3) Commscope NNH4-S5B-R6H4 1SO-0" 45-0* 3)8" Thick(85 KSI] 77- 35-0-3,'S- Thick[65KSI;! S5" 44--S-' 3/r ThickC55KSI) JUN 2'7 20Z5 Co. I and Zoning Ageocv GLOBAL BASE REACTIONS Load Case 1.2D+1.0W 0.9D+1.0W 1.2D+1.0Di+1.0Wi 1.2D+1.0Ev+1.0Eh 0.9D-1.0Ev+1.0Eh 1.0D+1.0W Moment(kip-ft) 1623.78 1605.13 938.27 179.41 177.18 461.96 Axial(kip) 47.40 35.55 76.67 46.19 34.12 39.51 Shear(kip) 14.35 14.34 7.89 1.19 1.19 4.11 © 2007 - 2022 by ATC LLC. All rights reserved.Page 1 of 1 ModellD: 118689.0 Scenario ID: 382010.0 6/24/2025 16:05:12 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01 Location: Type and Shape: Manufacturer: Kd (non-service): K.: Bayfield County, Wl Taper, 18 Sides Valmont 0.95 0.96 ANALYSIS PARAMETERS Height: Base Diameter: Top Diameter: Taper: Rotation: 190ft 58.50 in 21.10 in 0.2100in/ft 0.000° Risk Category: Exposure Category: Design Ice Thickness: Topo Factor Procedure: Crest Height(H): Crest Length(L): Feature: 11 B 2.23 in Method 1 Oft Oft Flat ICE & WIND PARAMETERS Design Wind Speed: Design Wind Speed w/ Ice: Service Wind Speed: HMSL: Distance from Apex (x): Upwind/Downwind: 106 mph 58 mph 60 mph 1108.00ft Oft SEISMIC PARAMETERS Analysis Method: Site Class: TL (sec): Sds= Equivalent Lateral Force Method Default 4 0.039 p: Sdi: Period Based on Rayleigh Method (sec): 1 0.019 c,: C, Max: C, WIin: 2.65 0.030 0.030 0.030 1.2D+1.0W 0.9D+1.0W 1.2D+1.0Di+1.0Wi 1.2D+1.0Ev+1.0Eh 0.9D-1.0Ev+1.0Eh 1.0D+1.0W 1.2D+1.0Ev+1.5Eh 0.9D-1.0Ev+1.5Eh LOAD CASES 106 mph Wind with No Ice 106 mph Wind with No Ice (Reduced DL) 58 mph Wind with 2.23" Radial Ice Seismic Seismic (Reduced DL) 60 mph Wind with No Ice Seismic Overstrength Seismic Overstrength (Reduced DL) JUN 2-7 2025 Bayfield Co.Planning and Zoning Agency ©2007 - 2022 by A TC LLC. All rights reserved.Page 1 of 14 ModellD: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: Section 1-18 2-18 3-18 4-18 5-18 Length(ft) 44.75 35.00 45.00 45.00 44.00 273492,, MUSKEG Wl AT&T MOBILITr' Thick(in) 0.3750 0.3750 0.3750 0.3125 0.1875 Fy(ksi) 65 65 65 65 65 Joint Type Slip Slip Slip Slip Joint ten(in) 0.00 85.00 77.00 67.00 56.00 Weight(Ib) 9,683 6,703 7,470 5,072 2,275 Dia(in) 58.50 51.34 46.09 38.44 30.34 SHAFT SECTION PROPERTIES Elev(ft) 0.000 37.670 66.250 105.670 146.000 Bottom Area Ix(in2) (in4) 69.1829,530.1 60.66 19,906.3 54.41 14,364.1 37.81 6,942.8 17.94 2,061.2 W/t Ratio 25.74 22.38 19.91 19.92 26.77 D/tRatio 156.00 136.91 122.90 122.99 161.81 CODE: PROJECT: Dia(in) 49.10 43.99 36.64 28.98 21.10 Elev(ft) 44.75 72.67 111.25 150.67 190.00 ANSI/TIA-222-1 OAA798926 Top Area Ix(in2) (in4) 58.00 17,397. 51.91 12,476. 43.16 7,170.4 28.44 2,953.8 12.45 687.6 i C3 01 W/tRatio 21.32 18.92 15.46 14.59 18.08 D/tRatio 130.94 117.31 97.70 92.75 112.53 Taper(in/ft) 0.2100 0.2100 0.2100 0.2100 0.2100 Total Shaft Weight 31,203 Attach Elev(ft)Description DISCRETE APPURTENANCE PROPERTIES No Ice Ice y_ 3 3 3 1 3 3 3 2 Ka 0.75 0.75 0.75 1.00 0.75 0.75 0.75 0.75 Vert Eec (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.400 Weight(Ib) 33.10 68.30 57.30 2500.00 67.20 77.40 83.30 18.50 EPAa JsQ_ 1.193 2.202 2.202 27.200 4.779 12.271 12.271 2.676 OrientationFactor 0.50 0.67 0.67 1.00 0.65 0.64 0.64 0.67 Weight Jb}_ 86.84 159.56 141.03 4967.38 242.78 460.17 466.08 146.11 EPAa (sf) 2.307 3.688 3.688 64.437 7.122 16.542 16.542 4.411 OrientationFactor 0.50 0.67 0.67 1.00 0.65 0.64 0.64 0.67 190.00 Ericsson Radio 4472HP B12A 190.00 Ericsson Radio 4890HP 48B2/B25 190.00 Ericsson Radio 4494 4481 4 20B2 190.00 Generic Round Platform with Ha 190.00 Ericsson Al R 6472 B77G B77M (6 190.00 CommscopeNNHH-65B-R4f?7.4lb 190.00 Commscope NNH4-65B-R6H4 190.00 Raycap DC9-48-60-24-8C-EV (Enc Totals Row Count: 8 21 3,696.80 9,928.98 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00Elev From(ft) 5.00 0.00 0.00 0.00 0.00 0.00 Elev To(ft) 190.00 190.00 190.00 190.00 190.00 190.00 _Qty. 6 4 3 3 2 1 Description 1 5/8" Coax 2" conduit 0.96" (24.3mm) Cable 0.81" (20.6mm) Cable 0.40" (10.3mm) Fiber 3/8" (0.38"- 9.5mm) R Diameter (in)_ 1.98 2.38 0.96 0.81 0.4 0.38 Weight(Ib/ft) 0.82 3.65 0.88 0.6 0.09 0.23 Flat N N N N N N Max/ Row 0 0 0 0 0 0 DistanceBetween Rows(in) 0 0 0 0 0 0 DistanceBetweenCols(in) 0 0 0 0 0 0 Azimuth (deg) 0 0 0 0 0 0 DistanceFrom Face (in) 0 0 0 0 0 0 Exposed To Wind N N N N N N Carrier AT&T MOBILITY AT&T MOBILITl' AT&T MOBILITl' AT&T MOBILITi' AT&T MOBILITY AT&T MOBILITl' JUN 27 2025 Bayfield Co.Planning and Zoning Agency ©2007 - 2022 by ATC LLC. All rights reserved.Page 2 of 14 Model ID: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01 SEGMENT PROPERTIES Seg TopElev (ft)Description (Max Length: 5 ft) Thick(in)Flat Dia(in)Area(in2)Ix(in4)W/t Ratio D/t Ratio F'y(ksi)s(in3)z(in3) Load Case: 1.2D+1-1.OW Gust Response Factor: Dead load Factor Wind Load Factor: SegElevffiL 0.00 5.00 10.00 PuFY(-)(kips) -47.40 -45.86 -44.32 1.10 1.20 1.00 VuFX(-)(kips) -14.35 -14.05 -13.76 TuMY (ft-kips) 0.00 0.00 0.00 106 MuMZ (ft-kips) -1,623.8 -1,552.0 -1,481.8 CALCULATED FORCES 106 mph Wind with No Ice Total: Weight(Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 165.00 170,00 175.00 180.00 185.00 190.00 Bot-Section 2 Top - Section 1 Bot-Section 3 Top - Section 2 Bot - Section 4 Top - Section 3 Bot-Section 5 Top - Section 4 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.1875 0.1875 0.1875 0.1875 0.1875 0.1875 0.1875 0.1875 0.1875 58.500 57.450 56.400 55.350 54.300 53.250 52.200 51.150 50.590 50.100 49.852 49.800 48.750 47.700 46.650 45.600 45.337 44.550 44.740 44.250 43.200 42.150 41.100 40.050 39.000 37.950 37.810 36.900 37.262 36.475 35.425 34.375 33.325 32.275 31.225 30.175 29.965 29.125 29.360 28.450 27.400 26.350 25.300 24.250 23.200 22.150 21.100 69.181 67.931 66.681 65.432 64.182 62.932 61.682 60.433 59.766 59.183 58.888 58.826 57.576 56.327 55.077 53.827 53.515 52.577 52.803 52.220 50.971 49.721 48.471 47.221 45.972 44.722 44.555 43.472 36.648 35.867 34.826 33.784 32.743 31.702 30.660 29.619 29.410 28.5T7 17.361 16.819 16.194 15.569 14.944 14.320 13.695 13.070 12.445 29,530.10 27,958.50 26,443.60 24,984.50 23,580.10 22,229.30 20,931.20 19,684.50 19,040.40 18,488.40 18,213.70 18,155.80 17,023.10 15,938.50 14,900.90 13,909.50 13,668.70 12,963.00 13,130.90 12,700.60 11,810.40 10,962.80 10,156.80 9,391.30 8,665.20 7,977.60 7,888.70 7,327.30 6,321.70 5,926.10 5,424.70 4,952.50 4,508.40 4,091.80 3,701.60 3,337.10 3,267.20 2,997.30 1,866.60 1,697.40 1,515.10 1,346.40 1,190.70 1,047.50 916.30 796.50 687.60 25.74 25.25 24.76 24.26 23.77 23.28 22.78 22.29 22.02 21.79 21.68 21.65 21.16 20.67 20.17 19.68 19.55 19.18 19.27 19.04 18.55 18.06 17.56 17.07 16.57 16.08 16.02 15.59 19.26 18.82 18.23 17.63 17.04 16.45 15.86 15.26 15.14 14.67 25.85 24.99 24.00 23.02 22.03 21.04 20.05 19.07 18.08 156.00 153.20 150.40 147.60 144.80 142.00 139.20 136.40 134.91 133.60 132.94 132.80 130.00 127.20 124.40 121.60 120.90 118.80 119.31 118.00 115.20 112.40 109.60 106.80 104.00 101.20 100.83 98.40 119.24 116.72 113.36 110.00 106.64 103.28 99.92 96.56 95.89 93.20 156.59 151.73 146.13 140.53 134.93 129.33 123.73 118.13 112.53 71.1 71.7 72.3 72.9 73.4 74 74.6 75.2 75.5 75.8 75.9 75.9 76.5 77.1 77.7 78.3 78.4 78.8 78.7 79 79.6 80.2 80.7 81.3 81.9 82.5 82.6 82.6 78.7 79.3 80 80.7 81.4 82.1 82.6 82.6 82.6 82.6 71 72 73.2 74.3 75.5 76.7 77.8 79 80.1 994.2 958.5 923.5 889.1 855.3 822.2 789.8 758.0 741.3 726.8 719.6 718.1 687.8 658.1 629.1 600.8 593.8 573.1 578.1 565.3 538.5 512.3 486.7 461.9 437.6 414.0 410.9 391.1 334.2 320.0 301.6 283.8 266.5 249.7 233.5 217.8 214.8 202.7 125.2 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILFTY CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01 CALCULATED FORCES 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 165.00 170.00 175.00 180.00 185.00 190.00 -42.81 -41.33 -39.87 -38.43 -37.03 -36.29 -35.07 -32.63 -32.56 -31.22 -29.90 -28.60 -27.34 -27.03 -25.27 -24.05 -23.47 -22.27 -21.09 -19.94 -18.81 -17.71 -16.64 -16.50 -14.93 -14.49 -13.83 -12.96 -12.11 -11.29 -10.49 -9.71 -8.95 -8.81 -7.93 -7.79 -7.36 -6.89 -6.42 -5.97 -5.53 -5.11 -4.70 0.00 -13.47 -13.18 -12.89 -12.61 -12.39 -12.24 -12.02 -11.85 -11.69 -11.37 -11.05 -10.72 -10.51 -10.35 -10.11 -9.93 -9.69 -9.35 -9.01 -8.67 -8.33 -8.00 -7.79 -7.63 -7.42 -7.25 -6.97 -6.64 -6.32 -6.01 -5.70 -5.39 -5.20 -5.06 -4.89 -4.76 -4.50 -4.22 -3.96 -3.70 -3.44 -3.20 -2.96 -2.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1,413.0 -1,345.6 -1,279.8 -1,215.3 -1,152.3 -1,119.2 -1,090.7 -1,033.6 -1,030.6 -972.2 -915.3 -860.1 -806.5 -793.3 -754.5 -727.6 -704.4 -655.9 -609.2 -564.1 -520.8 -479.1 -439.1 -434.0 -400.9 -391.6 -364.4 -329.6 -296.4 -264.7 -234.7 -206.2 -179.3 -174.1 -153.8 -150.6 -130.0 -107.5 -86.4 -66.6 -48.1 -30.9 -14.9 -0.1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,412.97 1,345.64 1,279.76 1,215.30 1,152.26 1,119.24 1,090.68 1,033.59 1,030.63 972.18 915.33 860.09 806.47 793.34 754.53 727.56 704.38 655,92 609.17 564.13 520.78 479.12 439.14 433.95 400.86 391.59 364.40 329.56 296.35 264.73 234.69 206.21 179.26 174.06 153.84 150.58 129.97 107.50 86.38 66.60 48.11 30.89 14.91 0.12 4,290.83 4,242.42 4,192.70 4,141.68 4,089.35 4,060.90 4,035.71 4,022.88 4,020.15 3,964.83 3,908.21 3,850.28 3,791.05 3,776.03 3,730.51 3,741.56 3,712.97 3,650.75 3,587.22 3,522.39 3,456.25 3,388.81 3,320.06 3,310.24 3,229.77 2,597.29 2,558.81 2,506.35 2,452.59 2,397.52 2,341.15 2,277.90 2,200.52 2,185.05 2,123.15 1,109.34 1,089.97 1,066.41 1,041.53 1,015.35 987.86 959.07 928.97 897.57 1 1 1 1 1 1 1 1 1 1 ,148.33 ,126.39 ,104.46 ,082.53 ,060.59 ,048.90 ,038.66 ,033.49 ,032.40 ,010.46 988.53 966.60 944.67 939.18 922.73 926.70 916.47 894.53 872.60 850.67 828.74 806.80 784.87 781.95 762.94 643.18 629.47 611.19 592.92 574.64 556.36 538.09 519.81 516.15 501.53 304.68 295.17 284.21 273.24 262,28 251.31 240.34 229.38 218.41 5,701.81 5,486.11 5,274.56 5,067.18 4,863.95 4,757.27 4,664.89 4,618.57 4,608.77 4,415.05 4,225.49 4,040.09 3,858.85 3,814.19 3,681.77 3,713.51 3,631.94 3,460.20 3,292.63 3,129.21 2,969.95 2,814.86 2,663.92 2,644.11 2,517.14 2,146.59 2,056.08 1,938.43 1,824.25 1,713.53 1,606.27 1,502.49 1,402.16 1,382.52 1,305.31 802.77 753.47 698.53 645.67 594.89 546.19 499.57 455.02 412.56 4,858.55 4,711.37 4,564.87 4,419.14 4,274.26 4,197.38 4,130.33 4,096.55 4,089.39 3,946.80 3,805.34 3,665.11 3,526.18 3,491.66 3,388.65 3,413.42 3,349.62 3,214.00 3,079.97 2,947.61 2,817.02 2,688.26 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926 C3_01 Load Case: 0.9D+1.0W CALCULATED FORCES 106 mph Wind with No Ice (Reduced DL)26 Iterations Gust Response Factor Dead load Factor Wind Load Factor: SegElev(ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 165.00 170.00 175.00 180.00 185.00 190.00 PuFY(-)(kips) -35.55 -34.39 -33.23 -32.09 -30.98 -29.88 -28.80 -27.74 -27.19 -26.27 -24.44 -24.39 -23.37 -22.38 -21.41 -20.46 -20.23 -18.91 -17.99 -17.56 -16.65 -15.77 -14.91 -14.06 -13.24 -12.43 -12.33 -11.15 -10.82 -10.32 -9.67 -9.04 -8.42 -7.82 -7.24 -6.67 -6.56 -5.90 -5.80 -5.48 -5.12 -4.78 -AM ^t.11 -3.80 -3.49 0.00 1.10 0.90 1.00 Vu FX(.)(kips) -14.34 -14.03 -13.72 -13,41 -13.11 -12.81 -12.52 -12.29 -12.14 -11.91 -11.74 -11.58 -11.25 -10.92 -10.59 -10.38 -10.22 -9.98 -9.80 -9.56 -9.22 -8.88 -8.54 -8.20 -7.86 -7.66 -7.51 -7.30 -7.13 -6.85 -6.53 -6.21 -5.90 -5.59 -5.29 -5.10 -4.96 -4.81 -4.67 -4.4t -4.14 -3.88 -3.62 -3.37 -3.13 -2.89 -2.72 TuMY _(ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MuM2 (ft-kips) -1,605.1 -1,533.4 -1,463.3 -1,394.7 -1,327.6 -1,262.0 -1,198.0 -1,135.4 -1,102.6 -1,074.3 -1,017.7 -1,014.8 -956.9 -900.6 -846.0 -793.0 -780.1 -741.8 -715.2 -692.3 -644.5 -598.4 -554.0 -511.3 -470.4 -431.0 -425.9 -393.4 -384.3 -357.5 -323.3 -290.6 -259.6 -230.1 -202.2 -175.7 -170.6 -150.8 -147.6 -127.3 -105.3 -84.6 -65.2 -47.1 -30.2 -14.6 -0.1 MuMX(ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment (ft-kips) 1,605.13 1,533.41 1,463.26 1,394.67 1,327.60 1,262.04 1,197.98 1,135.39 1,102.62 1,074.30 1,017.71 1,014.78 956.89 900.63 846.01 793.05 780.07 741.77 715.15 692.27 644.48 598.40 554.02 511.34 470.35 431.03 425.92 393.40 384.27 357.53 323.28 290.64 259.59 230.10 202.15 175.71 170.60 150.76 147.56 127.33 105.28 84.58 65.19 47.09 30.24 14.59 0.12 Phi Pn(kips) 4,428.22 4,383.73 4,337.93 4,290.83 4,242.42 4,192.70 4,141.68 4,089.35 4,060.90 4,035.71 4,022.88 4,020.15 3,964.83 3,908.21 3,850.28 3,791.05 3,776.03 3,730.51 3,741.56 3,712.97 3,650.75 3,587.22 3,522.39 3,456.25 3,388.81 3,320.06 3,310.24 3,229.77 2,597.29 2,558.81 2,506.35 2,452.59 2,397.52 2,341.15 2,277.90 2,200.52 2,185.05 2,123.15 1,109.34 1,089.97 1,066.41 1,041.53 1,015.35 987.86 959.07 928.97 897.57 Phi Vn(Kips) 1,214.12 1,192.19 1,170.26 1,148.33 1,126.39 1,104.46 1,082.53 1,060.59 1,048.90 1,038.66 1,033.49 1,032.40 1,010.46 988.53 966.60 944.67 939.18 922.73 926.70 916.47 894.53 872.60 850.67 828.74 806.80 784.87 781.95 762.94 643.18 629.47 611.19 592.92 574.64 556.36 538.09 519.81 516.15 501.53 304.68 295.17 284.21 273.24 262.28 251.31 240.34 229.38 218.41 Phi Tn(ft-kips) 6,373.87 6,145.69 5,921.67 5,701.81 5,486.11 5,274.56 5,067.18 4,863.95 4,757.27 4,664.89 4,618.57 4,608.77 4,415.05 4,225.49 4,040.09 3,858.85 3,814.19 3,681.77 3,713.51 3,631.94 3,460.20 3,292.63 3,129.21 2,969.95 2,814.86 2,663.92 2,644.11 2,517.14 2,146.59 2,056.08 1,938.43 1,824.25 1,713.53 1,606.27 1,502.49 1,402.16 1,382.52 1,305.31 802.77 753.47 698.53 645.67 594.89 546.19 499.57 455.02 412.56 Phi Mn(ft-kips) 5,303.38 5,154.65 5,006.34 ASSET: CUSTOMER: 273492, MUSKEG WlAT&T MOBILFTY CODE: PROJECT: ANSI/TIA-222-1 OAA798926 C3_01 CALCULATED FORCES Load Case: 1.2D + 1.0DI + 1.0WI Gust Response Factor 1.10 58 mph Wind with 2.23" Radial Ice Ice Dead Load Factor 1.00 26 Iterations Dead load FactorWind Load Factor Seg Elev(ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 165.00 170.00 175.00 180.00 185.00 190.00 PuFY(.)(kips) -76.67 -74.51 -72.28 -70.05 -67.84 -65.65 -63.48 -61.34 -60.20 -58.64 -55.50 -55.39 -53.31 -51.27 -49.26 -47.29 -46.79 -44.51 -42.90 -42.00 -40.11 -38.25 -36.43 -34.65 -32.90 -31.20 -30.97 -28.86 -28.26 -27.13 -25.66 -24.23 -22.83 -21.47 -20.14 -18.85 -18.60 -17.31 -17.09 -16.23 -15.26 -14.31 -13.40 -12.52 -11.66 -10.83 0.00 1.201.00 Vu FX(.)(kips) -7.89 -7.76 -7.63 -7.50 -7.37 -7.24 -7.11 -7.00 -6.93 -6.83 -6.74 -6.66 -6.51 -6.35 -6.18 -6.07 -5.99 -5.86 -5.77 -5.64 -5.46 -5.28 -5.10 -4.91 -4.73 -4.W -4.53 -AAO -4.3-t -4.W -3.97 -3.79 -3.61 -3.43 -3.25 -3.13 -3.05 -2.95 -2.87 -2.72 -2.56 -2.39 -2.23 -2.07 -1.91 -1.76 -1.44 TuMY (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MuMZ (ft-kips) -938.3 -898.8 -860.0 -821.8 -784.3 -747.5 -711.3 -675.8 -657.1 -640.9 -608.5 -606.8 -573.5 -541.0 -509.2 -478.3 -470.8 -44S.3 -432.7 -4-\9.2 -391.0 -363.6 -337.2 -311.8 -287.2 -263.5 -260.4 -240.8 -235.3 -219.1 -198.4 -178.5 -159.5 -141.5 -124.3 -108.0 -104.9 -92.7 -90.7 -78.3 -64.7 -51.9 -40,0 -28.8 -18.4 -8.8 -0.1 MuMX (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment(ft-kips) 938.27 898.80 859.99 821.83 784.33 747.48 711.29 675.76 657.10 640.93 608.50 606.81 573.49 540.96 509.23 478.33 470.75 448.30 432.66 419.20 390.97 363.65 337.24 311.75 287.17 263.52 260.45 240.82 235.31 219.13 198.35 178.48 159.51 141.46 124.30 108.05 104.91 92.71 90.74 78.29 64.69 51.92 39.95 28.79 18.43 8.85 0.06 Phi Pn(kips) 4,428.22 4,383.73 4,337.93 4,290.83 4,242.42 4,192.70 4,141.68 4,089.35 4,060.90 4,035.71 4,022.88 4,020.15 3,964.83 3,908.21 3,850.28 3,791.05 3,776.03 3,730.51 3,741.56 3,712.97 3,650.75 3,587.22 3,522.39 3,456.25 3,388.81 3,320.06 3,310.24 3,229.77 2,597.29 2,558.81 2,506.35 2,452.59 2,397.52 2,341.15 2,277.90 2,200.52 2,185.05 2,123.15 1,109.34 1,089.97 1,066.41 1,041.53 1,015.35 987.86 959.07 928.97 897.57 Phi Vn(kips) 1,214.12 1,192.19 1,170.26 1,148.33 1,126.39 1,104.46 1,082.53 1,060.59 1,048.90 1,038.66 1,033.49 1,032.40 1,010.46 988.53 966.60 944.67 939.18 922.73 926.70 916.47 894.53 872.60 850.67 828.74 806.80 784.87 781.95 762.94 643.18 629.47 611.19 592.92 574.64 556.36 538.09 519.81 516.15 501.53 304.68 295.17 284.21 273.24 262.28 251.31 240.34 229.38 218.41 Phi Tn(ft-kips) 6,373.87 6,145.69 5,921.67 5,701.81 5,486.11 5,274.56 5,067.18 4,863.95 4,757.27 4,664.89 4,618.57 4,608.77 4,415.05 4,225.49 4,040.09 3,858.85 3,814.19 3,681.77 3,713.51 3,631.94 3,460.20 3,292.63 3,129.21 2,969.95 2,814.86 2,663.92 2,644.11 2,517.14 2,146.59 2,056.08 1,938.43 1,824.25 1,713.53 1,606.27 1,502.49 1,402.16 1,382.52 1,305.31 802.77 753.47 698.53 645.67 594.89 546.19 499.57 455.02 412.56 Phi Mn(ft-kips) 5,303.38 5,154.65 5,006.34 4,858.55 4,711.37 4,564.87 4,419.14 4,274.26 4,197.38 4,130.33 4,096.55 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01 CALCULATED FORCES Load Case:1.0D+1.0W Gust Response FactorDead load Factor Wind Load Factor: SegElev _fftL 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 165.00 170.00 175.00 180.00 185.00 190.00 Pu FY(.)(kips) -39.51 -38.24 -36.97 -35.72 -34.50 -33.29 -32.11 -30.95 -30.34 -29.33 -27.30 -27.25 -26.13 -25.04 -23.97 -22.92 -22.67 -21.21 -20.19 -19.71 -18.71 -17.73 -16.78 -15.84 -14.93 -14.03 -13.91 -12.61 -12.24 -11.68 -10.96 -10.26 -9.57 -8.90 -8.25 -7.61 -7.49 -6.75 -6.63 -6.28 -5.88 -5.48 -5.10 -4.73 -4.37 -4.02 0.00 1.10 1.00 1.00 Vu FX(-)(kips) -4.11 -4.02 -3.94 -3.85 -3.76 -3.68 -3.60 -3.53 -3.49 -3.43 -3.38 -3.33 -3.24 -3.14 -3.05 -2.99 -2.94 -2.87 -2.82 -2.75 -2.66 -2.56 -2.46 -2.36 -2.27 -2.21 -2.16 -2.10 -2.06 -1.98 -1.88 -1.79 -1.70 -1.61 -1.53 -1.47 -1.43 -1.39 -1.35 -1.27 -1.20 -1.12 -1.05 -0.97 -0.90 -0.84 -0.78 TuMY (ft-kips) 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60 mph Wind with MuMZ(ft-kips) -462.0 -441.4 -421.3 -401.6 -382.4 -363.5 -345.1 -327.2 -317.7 -309,6 -293.3 -292.5 -275.8 -259.6 -243.9 -228.7 -225.0 -213.9 -206.3 -199.7 -185.9 -172.6 -159.8 -147.6 -135.7 -124.4 -122.9 -113.5 -110.9 -103.2 -93.3 -83.9 -75.0 -66.4 -58.4 -50.8 -49.3 -43.6 -42.5 -36.8 -30.4 -24.4 -18.8 -13.6 -8.7 -4.2 -0.0 MuMX (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Ice Resultant Moment(ft-kips) 461.96 441.40 421.29 401.61 382.36 363.53 345.13 327.15 317.73 309.59 293.32 292.48 275.83 259.65 243.93 228.69 224.95 213.93 206.26 199.67 185.91 172.63 159.85 147.55 135.73 124.40 122.92 113.54 110.91 103.20 93.33 83.91 74.95 66,45 58.38 50.75 49.27 43.55 42.62 36.78 30.42 24.44 18.84 13.61 8.74 4.22 0.04 Phi Pn(kips) 4,428.22 4,383.73 4,337.93 4,290.83 4,242.42 4,192.70 4,141.68 4,089.35 4,060.90 4,035.71 4,022.88 4,020.15 3,964.83 3,908.21 3,850.28 3,791.05 3,776.03 3,730.51 3,741.56 3,712.97 3,650.75 3,587.22 3,522.39 3,456.25 3,388.81 3,320.06 3,310.24 3,229.77 2,597.29 2,558.81 2,506.35 2,452.59 2,397.52 2,341.15 2,277.90 2,200.52 2,185.05 2,123.15 1,109.34 1,089.97 1,066.41 1,041.53 1,015.35 987.86 959.07 928.97 897.57 Phi Vn(kips) 1,214.12 1,192.19 1,170.26 1,148.33 1,126.39 1,104.46 1,082.53 1,060.59 1,048.90 1,038.66 1,033.49 1,032.40 1,010.46 988.53 966.60 944.67 939.18 922.73 926.70 916.47 894.53 872.60 850.67 828.74 806.80 784.87 781.95 762.94 643.18 629.47 611.19 592.92 574.64 556.36 538.09 519.81 516.15 501.53 304.68 295.17 284.21 273.24 262.28 251.31 240.34 229.38 218.41 Phi Tn(ft-kips) 6,373.87 6,145.69 5,921.67 5,701.81 5,486.11 5,274.56 5,067.18 4,863.95 4,757.27 4,664.89 4,618.57 4,608,77 4,415.05 4,225.49 4,040.09 3,858.85 3,814.19 3,681.77 3,713.51 3,631.94 3,460.20 3,292.63 3,129.21 2,969.95 2,814.86 2,663.92 2,644.11 2,517.14 2,146.59 2,056.08 1,938.43 1,824.25 1,713.53 1,606.27 1,502.49 1,402.16 1,382.52 1,305.31 802.77 753.47 698.53 645.67 594.89 546.19 499.57 455.02 412.56 Phi Mn(ft-kips) 5,303.38 5,154.65 5,006.34 4,858.55 4,711.37 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITl' CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01 EQUIVALENT LATERAL FORCES METHOD ANALYSIS Design Spectral Response Acceleration at Short Period (S^s): Design Spectral Response Acceleration at 1.0 Second Period (Sdi): Long-Period Transition Period (T|_ - Seconds): Importance Factor (Ie): Response Modification Coefficient (R): Seismic Response Coefficient (Cs): Upper Limit Cs: Lower Limit Cs: Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.039 0.019 4 1.000 1.500 0.030 0.030 0.030 2.650 1.000 2.000 39.510k 1.190k JUN 27 2QZ5 pfe»""»6%sa 1.2D+1.0Ev+1.0Eh Segment Seismic Height Above BaseJSL SEISMIC FORCES Weight(Ib)w,(Ib-ft)c^ 0.028 0.028 0.027 0.026 0.025 0.025 0.024 0.020 0.006 0.038 0.006 0.031 0.029 0.028 0.026 0.025 0.024 0.017 0.011 0.036 0.003 0.022 0.021 0.019 0.017 0.016 0.014 0.006 0.012 0.016 0.003 0.010 0.008 0.007 0.006 0.000 0.009 0.004 0.002 0.003 0.002 0.001 Horizontal Force JM- 34 33 32 31 30 29 28 23 8 45 7 36 35 33 31 30 28 20 13 43 4 26 24 23 21 19 17 7 15 19 3 12 10 8 7 0 10 4 2 3 3 2 Vertical Force _flb)_ 409 422 435 448 461 474 486 432 145 885 151 767 788 809 831 852 874 669 448 1,577 142 1,079 1,105 1,130 1,156 1,182 1,207 572 1,233 1,759 313 1,266 1,292 1,317 1,343 68 2,445 1,218 737 1,402 1,428 1,453 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 187.5 182.5 177.5 172.5 167.5 162.5 157.5 152.8333 150.3333 148 145.5 142.5 137.5 132.5 127.5 122.5 117.5 113.125 110.625 107.8333 105.3333 102.5 97.5 92.5 87.5 82,5 77.5 73.8333 71.3333 68.125 65.625 62.5 57.5 52.5 47.5 44.875 42.375 38.8333 36.3333 32.5 27.5 22.5 339 350 360 371 381 392 403 358 120 733 125 635 652 670 688 706 723 554 371 1,305 118 893 915 936 957 978 1,000 474 1,021 1,457 259 1,048 1,070 1,091 1,112 56 2,024 1,008 610 1,161 1,182 1,203 11,915 11,642 11,348 11,034 10,701 10,353 9,989 8,353 2,721 16,055 2,642 12,887 12,334 11,764 11,181 10,587 9,985 7,090 4,542 15,180 1,304 9,386 8,695 8,008 7,328 6,659 6,004 2,583 5,196 6,760 1,114 4,095 3,536 3,007 2,509 113 3,635 1,521 806 1,226 894 609 ©2007 - 2022 by ATC LLC. All rights reserved.Page 8 of 14 ModellD: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926 C3_01 SEISMI'MK 1.2D+1.0Ev+1.0Eh Segment Seismic Height Above Base(ft)Weic^yMdco:,_,_W, _c^ 0.001 0.000 0.000 0.000 0.008 0.018 0.015 0.003 0.017 0.020 0.021 0.214 Horizontal Force(Ib) 1 1 0 0 10 21 17 4 20 24 25 254 Vertical Force(Ib) 1,479 1,505 1,530 1,526 120 247 208 45 243 280 302 3.020 4 3 2 1 Ericsson Radio 4472HP B12A Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68.3Ibs) Ericsson Radio 4494 44B14 20B29 M01 Raycap DC9-48-60-24-8C-EV (Enclosure) Ericsson AIR 6472 B77G B77M (67.21bs) Commscope NNHH-65B-R4 (77.4 Ibs) Commscope NNH4-65B-R6H4 Generic Round Platform with Handrails 17.5 12.5 7.5 2.5 190 190 190 190 190 190 190 190 1,224 1,246 1,267 1,264 99 205 172 37 202 232 250 2,500 375 195 71 8 3,585 7,397 6,206 1,336 7,278 8,382 9,021 90,250 Totals:39,506 421,393 1.000 1,185 47,715 0.9D-1.0Ev+1.0Eh Segment Seismic (Reduced DL) Height Above Base(ft) SEISMIC FORCES Weight(Ib)Wz(Ib-ft)c» 0.028 0.028 0.027 0.026 0.025 0.025 0.024 0.020 0.006 0.038 0.006 0.031 0.029 0.028 0.026 0.025 0.024 0.017 0.011 0.036 0.003 0.022 0.021 0.019 0.017 0.016 0.014 0.006 0.012 0.016 0.003 0.010 0.008 0.007 0.006 0.000 0.009 0.004 0.002 0.003 0.002 0.001 Hon'zontal Force(Ib) 34 33 32 31 30 29 28 23 8 45 7 36 35 33 31 30 28 20 13 43 4 26 24 23 21 19 17 7 15 19 3 12 10 8 7 0 10 4 2 3 3 2 Vertical Force _("?} 302 312 321 331 340 350 359 319 107 654 111 566 582 598 614 629 645 494 331 1,165 105 797 816 835 854 873 892 423 911 1,300 231 935 954 973 992 50 1,806 900 545 1,036 1,055 1,073 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 187.5 182.5 177.5 172.5 167.5 162.5 157.5 152.8333 150.3333 148 145.5 142.5 137.5 132.5 127.5 122.5 117.5 113.125 110.625 107.8333 105.3333 102.5 97.5 92.5 87.5 82.5 TTS 73.8333 71.3333 68.125 65.625 62.5 57.5 52.5 47.5 44.875 42.375 38.8333 36.3333 32.5 27.5 22.5 339 350 360 371 381 392 403 358 120 733 125 635 652 670 688 706 723 554 371 1,305 118 893 915 936 957 978 1,000 474 1,021 1,457 259 1,048 1,070 1,091 1,112 56 2,024 1,008 610 1,161 1,182 1,203 11,915 11,642 11,348 11,034 10,701 10,353 9,989 8,353 2,721 16,055 2,642 12,887 12,334 11,764 11,181 10,587 9,985 7,090 4,542 15,180 1,304 9,386 8,695 8,008 7,328 6,659 6,004 2,583 5,196 6,760 1,114 4,095 3,536 3,007 2,509 113 3,635 1,521 806 1,226 894 609 ©2007 - 2022 byATC LLC. All rights reserved.Page 9 of 14 ModellD: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-1 OAA798926 C3 01 0.9D-1.0Ev+1.0Eh Segment Seismic (Reduced DL) Height Above Base JS- SEISMIC FORCESBayfiel'dCo. and JM _(Ib-ft)-c^ 0.001 0.000 0.000 0.000 0.008 0.018 0.015 0.003 0.017 0.020 0.021 0.214 Horizontal ForceJbL 1 1 0 0 10 21 17 4 20 24 25 254 Vertical Force(Ib) 1,092 1,111 1,130 1,127 89 183 153 33 180 207 223 2,230 4 3 2 1 Ericsson Radio 4472HP B12A Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68.3Ibs) Ericsson Radio 4494 44B14 20B29 M01 Raycap DC9-48-60-24-8C-EV (Enclosure) Ericsson AIR 6472 B77G B77M (67.21bs) Commscope NNHH-65B-R4 (77.4 Ibs) Commscope NNH4-65B-R6H4 Generic Round Platform with Handrails 17.5 12.5 7.5 2.5 190 190 190 190 190 190 190 190 1,224 1,246 1,267 1,264 99 205 172 37 202 232 250 2,500 375 195 71 8 3,585 7,397 6,206 1,336 7,278 8,382 9,021 90,250 Totals:39,506 421,393 1.000 1,185 35,247 1.2D+1.0Ev+1.5Eh Segment Seismic Overstrength Height Above Base-ffiL SEISMIC FORCES Weight(Ib)w,(Ib-ft)c^ 0.028 0.028 0.027 0.026 0.025 0.025 0.024 0.020 0.006 0.038 0.006 0.031 0.029 0.028 0.026 0.025 0.024 0.017 0.011 0.036 0.003 0.022 0.021 0.019 0.017 0.016 0.014 0.006 0.012 0.016 0.003 0.010 0.008 0.007 0.006 0.000 0.009 0.004 0.002 0.003 0.002 0.001 Horizontal Force(Ib) 50 49 48 47 45 44 42 35 11 68 11 54 52 50 47 45 42 30 19 64 6 40 37 34 31 28 25 11 22 29 5 17 15 13 11 0 15 6 3 5 4 3 Vertical Force _flb}_ 409 422 435 448 461 474 486 432 145 885 151 767 788 809 831 852 874 669 448 1,577 142 1,079 1,105 1,130 1,156 1,182 1,207 572 1,233 1,759 313 1,266 1,292 1,317 1,343 68 2,445 1,218 737 1,402 1,428 1,453 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 187.5 182.5 177.5 172.5 167.5 162.5 157.5 152.8333 150.3333 148 145.5 142.5 137.5 132.5 127.5 122.5 117.5 113.12S 110.625 107.8333 105.3333 102.5 97.5 92.5 87.5 82.5 TT.5 73.8333 71.3333 68.125 65.625 62.5 57.5 52.5 47.5 44.875 42.375 38.8333 36.3333 32.5 27.5 22.5 339 350 360 371 381 392 403 358 120 733 125 635 652 670 688 706 723 554 371 1,305 118 893 915 936 957 978 1,000 474 1,021 1,457 259 1,048 1,070 1,091 1,112 56 2,024 1,008 610 1,161 1,182 1,203 11,915 11,642 11,348 11,034 10,701 10,353 9,989 8,353 2,721 16,055 2,642 12,887 12,334 11,764 11,181 10,587 9,985 7,090 4,542 15,180 1,304 9,386 8,695 8,008 7,328 6,659 6,004 2,583 5,196 6,760 1,114 4,095 3,536 3,007 2,509 113 3,635 1,521 806 1,226 894 609 ©2007 - 2022 by ATC LLC. All rights reserved.Page 10 of 14 ModellD: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY .CODE: ;D3ROJECT: ANSI/TIA-222-1 OAA798926_C3_01 SEISMIC FORCES JUN 27 2025 1.2D+1.0Ev+1.5Eh Segment Seismic Overstrength Height Above Base -ffL 17.5 12.5 7.5 2.5 190 190 190 190 190 190 190 190 Weight(Ib) 1,224 1,246 1,267 1,264 99 205 172 37 202 232 250 2,500 anrlttb-ffiinn Anwy 375 195 71 8 3,585 7,397 6,206 1,336 7,278 8,382 9,021 90,250 -c^. 0.001 0.000 0.000 0.000 0.008 0.018 0.015 0.003 0.017 0.020 0.021 0.214 Horizontal Force _flb}_ 2 1 0 0 15 31 26 6 31 35 38 381 Vertical Force _ffbl 1,479 1,505 1,530 1,526 120 247 208 45 243 280 302 3,020 4 3 2 1 Ericsson Radio 4472HP B12A Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68.3Ibs) Ericsson Radio 4494 44B14 20B29 M01 Raycap DC9-48-60-24-8C-EV (Enclosure) Ericsson AIR 6472 B77G B77M (67.21bs) Commscope NNHH-65B-R4 (77.4 Ibs) Commscope NNH4-65B-R6H4 Generic Round Platform with Handrails Totals:39,506 421,393 1.000 1,778 47,715 0.9D-1.0Ev+1.5Eh Segment Seismic Overstrength (Reduced DL) Height Above BaseJSL SEISMIC FORCES Weight(Ib)Wz(Ib-ft)_&x. 0.028 0.028 0.027 0.026 0.025 0.025 0.024 0.020 0.006 0.038 0.006 0.031 0.029 0.028 0.026 0.025 0.024 0.017 0.011 0.036 0.003 0.022 0.021 0.019 0.017 0.016 0.014 0.006 0.012 0.016 0.003 0.010 0.008 0.007 0.006 0.000 0.009 0.004 0.002 0.003 0.002 0.001 Horizontal Force(Ib) 50 49 48 47 45 44 42 35 11 68 11 54 52 50 47 45 42 30 19 64 6 40 37 34 31 28 25 11 22 29 5 17 15 13 11 0 15 6 3 5 4 3 Vertical Force(Ib) 302 312 321 331 340 350 359 319 107 654 111 566 582 598 614 629 645 494 331 1,165 105 797 816 835 854 873 892 423 911 1,300 231 935 954 973 992 50 1,806 900 545 1,036 1,055 1,073 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 187.5 182.5 177.5 172.5 167.5 162.5 157.5 152.8333 150.3333 148 145.5 142.5 137.5 132.5 127.5 122.5 117.5 113.125 110.625 107.8333 105.3333 102.5 97.5 92.5 87.5 82.5 77.5 73.8333 71.3333 68.125 65.625 62.5 57.5 52.5 47.5 44.875 42.375 38.8333 36.3333 32.5 27.5 22.5 339 350 360 371 381 392 403 358 120 733 125 635 652 670 688 706 723 554 371 1,305 118 893 915 936 957 978 1,000 474 1,021 1,457 259 1,048 1,070 1,091 1,112 56 2,024 1,008 610 1,161 1,182 1,203 11,915 11,642 11,348 11,034 10,701 10,353 9,989 8,353 2,721 16,055 2,642 12,887 12,334 11,764 11,181 10,587 9,985 7,090 4,542 15,180 1,304 9,386 8,695 8,008 7,328 6,659 6,004 2,583 5,196 6,760 1,114 4,095 3,536 3,007 2,509 113 3,635 1,521 806 1,226 894 609 ©2007 - 2022 by ATC LLC. All nghts reserved.Page 11 of 14 ModellD: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926 C3 01 SEISMIC FORCIM0.9D-1.0Ev+1.5Eh Segment Seismic Overstrength (Reduced DL) Height Above Base(ft)Weight Co.W;and ZoniidMliencv c» 0.001 0.000 0.000 0.000 0.008 0.018 0.015 0.003 0.017 0.020 0.021 0.214 Horizontal Force(Ib) 2 1 0 0 15 31 26 6 31 35 38 381 Vertical Force(Ib) 1,092 1,111 1,130 1,127 89 183 153 33 180 207 223 2.230 3 2 1 Ericsson Radio 4472HP B12A Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68.3Ibs) Ericsson Radio 4494 44B14 20B29 M01 Raycap DC9-48-60-24-8C-EV (Enclosure) Ericsson AIR 6472 B77G B77M (67.21bs) Commscope NNHH-65B-R4 (77.4 Ibs) Commscope NNH4-65B-R6H4 Generic Round Platform with Handrails 17.5 12.5 7.5 2.5 190 190 190 190 190 190 190 190 1,224 1,246 1,267 1,264 99 205 172 37 202 232 2SO 2,500 375 195 71 8 3,585 7,397 6,206 1,336 7,278 8,382 9,021 90,250 Totals:39,506 421,393 1.000 1,778 35,247 1.2D+1.0Ev+1.0Eh Seismic CALCULATED FORCES Seg Elev(ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 PuFY(-) (kips) -46.19 -44.66 -43.15 ^1.67 -40.22 -38.79 -37.39 -36.65 -35.44 -32.99 -32.92 -31.58 -30.26 -28.97 -27.70 -27.39 -25.63 -24.40 -23.83 -22,62 -21.44 -20,28 -19.15 -18.05 -16.97 -16.82 -15.25 -14.80 -14.13 -13.26 -12.40 -11.57 -10.76 -9.98 -9.21 -9.06 -8.17 -8.03 -7.60 -7.11 -6.64 VuFX(-)(kips) -1.19 -1.19 -1.20 -1.20 -1.21 -1.21 -1.21 -1.21 -1.21 -1.20 -1.21 -1.20 -1.19 -1.19 -1.18 -1.18 -1.16 -1.14 -1.14 -1.12 -1.10 -1.08 -1.06 -1.03 -1.01 -1.00 -0.96 -0.94 -0.92 -0.89 -0.86 -0.83 -0.79 -0.76 -0.72 -0.71 -0.66 -0.66 -0.63 -0.60 -0.57 TuMY (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MuMZ (fr-kips) -179.41 -173.47 -167.50 -161.50 -155.48 -149.44 -143.38 -137.31 -134.08 -131.25 -125.53 -125.23 -119.24 -113.27 -107.34 -101.45 -99.98 -95.64 -92.60 -89.95 -84.36 -78.86 -73.46 -68.17 -63.01 -57.98 -57.31 -53.17 -51.99 -4S.53 -44.07 -39.76 -35.61 -31.64 -27.85 -24.24 -23.53 -20.87 -20.44 -17.70 -14.69 ©2007 - 2022 by ATC LLC. All rights reserved. Mu Mx(ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment(ft-kips) 179.41 173.47 167.50 161.50 155.48 149.44 143.38 137.31 134.08 131.25 125.53 125.23 119.24 113.27 107.34 101.45 99.98 95.64 92.60 89.95 84.36 78.86 73.46 68.17 63.01 57.98 57.31 53.17 51.99 48.53 44.07 39.76 35.61 31.64 27.85 24.24 23.53 20.87 20.44 17.70 14.69 Phi Pn (kips) 4,428.22 4,383.73 4,337.93 4,290.83 4,242.42 4,192.70 4,141.68 4,089.35 4,060.90 4,035.71 4,022.88 4,020.15 3,964.83 3,908.21 3,850.28 3,791.05 3,776.03 3,730.51 3,741.56 3,712.97 3,650.75 3,587.22 3,522.39 3,456.25 3,388.81 3,320.06 3,310.24 3,229.77 2,597.29 2,558.81 2,506.35 2,452.59 2,397.52 2,341.15 2,277.90 2,200.52 2,185.05 2,123.15 1,109.34 1,089.97 1,066.41 Page 12 of 14 PhiVn (kips) 1,214.12 1,192,19 1,170.26 1,148.33 1,126.39 1,104.46 1,082.53 1,060.59 1,048.90 1,038.66 1,033.49 1,032.40 1,010.46 988.53 966.60 944.67 939.18 922.73 926.70 916.47 894.53 872.60 850.67 828.74 806.80 784.87 781.95 762.94 643.18 629.47 611.19 592.92 574.64 556.36 538.09 519.81 516.15 501.53 304.68 295.17 284.21 Model ID: PhiTn (kips) 6,374 6,146 5,922 5,702 5,486 5,275 5,067 4,864 4,757 4,665 4,619 4,609 4,415 4,225 4,040 3,859 3,814 3,682 3,714 3,632 3,460 3,293 3,129 2,970 2,815 2,664 2,644 2,517 2,147 2,056 1,938 1,824 1,714 1,606 1,502 1,402 1,383 1,305 803 753 699 118689 Phi ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01 0.9D-1.0Ev+1.0Eh JUN CALCULATED FORCES Seg Elev(ft) 165.00 170.00 175.00 180.00 185.00 190.00 Pu FY(-)(kips) -6.18 -5.73 -5.29 -4.87 -4.46 0.00 Vu FX(-)(kips) -0.54 -0.51 -0.47 -0.44 -0.40 -0.38 TuMY(ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 MuMZ(fr-kips) -11.83 -9.13 -6.59 -4.22 -2.02 0.00 Mu Mx(ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 ResultantMomentPtennlng m4 Zoni (ft-kips) _(kips) 11.83 9.13 6.59 4.22 2.02 0.00 1,041.53 1,015.35 987.86 959.07 928.97 897.57 Phing (kips) 273.24 262.28 251.31 240.34 229.38 218.41 Phi Tn(kips) 646 595 546 500 455 413 Phi Mn(kips) 561.05 524.84 489.12 453.99 419.51 385.79 TotalDeflect (in) 5.50 5.85 6.21 6.59 6.97 7.35 Rotation (deg) -0.33 -0.34 -0.35 -0.36 -0.36 -0.37 Ratio 0.03 0.02 0.02 0.01 0.01 0.00 Seismic (Reduced DL) CALCUIATED FORCES Seg Elev(ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 37.67 40.00 44.75 45.00 50.00 55.00 60.00 65.00 66.25 70.00 72.67 75.00 80.00 85.00 90.00 95.00 100.00 105.00 105.67 110.00 111.25 115.00 120.00 125.00 130.00 135.00 140.00 145.00 146.00 150.00 150.67 155.00 160.00 165.00 170.00 175.00 180.00 185.00 190.00 PuFY(-)(kips) -34.12 -32.99 -31.88 -30.78 -29.71 -28.66 -27.62 -27.08 -26.18 -24.37 -24.32 -23.33 -22.35 -21.40 -20.46 -20.23 -18.93 -18.02 -17.60 -16.71 -15.83 -14.98 -14.15 -13.33 -12.53 -12.43 -11.26 -10.93 -10.44 -9.79 -9.16 -8.55 -7.95 -7.37 -6.80 -6.69 -6.04 -5.93 -5.61 -5.25 -4.90 •4.56 -4.23 -3.91 -3.60 -3.30 0.00 Vu FX(.)(kips) -1.19 -1.19 -1,20 -1.20 -1.20 -1.20 -1.20 -1.20 -1.20 -1.19 -1.19 -1.19 -1.18 -1.17 -1.16 -1.16 -1.14 -1.13 -1.12 -1.10 -1.08 -1.06 -1.04 -1.02 -0.99 -0.99 -0.94 -0.93 -0.91 -0.88 -0.85 -0.82 -0.78 -0.75 -0.71 -0.70 -0.65 -0.65 -0.62 -0.59 -0.56 -0.53 -0.50 -0.47 -0.43 -0.40 -0.38 TuMY (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MuMZ (fr-kips) -177.18 -171.24 -165.29 -159.31 -153.32 -147.31 -141.30 -135.28 -132.08 -129.27 -123.62 -123.32 -117.39 -111.49 -105.63 -99.82 -98.37 -94.09 -91.09 -88.48 -82.97 -77.55 -72.23 -67.02 -61.94 -56.99 -56.33 -52.26 -51.10 -47.69 -43.30 -39.06 -34.98 -31.07 -27.34 -23.81 -23.10 -20.49 -20.06 -17.37 -14.42 -11.61 -8.95 -6.46 -4.14 -1.98 0.00 MuMx (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment (ft-kips) 177.18 171.24 165.29 159.31 153.32 147.31 141.30 135.28 132.08 129.27 123.62 123.32 117.39 111.49 105.63 99.82 98.37 94.09 91.09 88.48 82.97 77.55 72.23 67.02 61.94 56.99 56.33 52.26 51.10 47.69 43.30 39.06 34.98 31.07 27.34 23.81 23.10 20.49 20.06 17.37 14.42 11.61 8.95 6.46 4.14 1.98 0.00 Phi Pn(kips) 4,428.22 4,383.73 4,337.93 4,290.83 4,242.42 4,192.70 4,141.68 4,089.35 4,060.90 4,035.71 4,022.88 4,020.15 3,964.83 3,908.21 3,850.28 3,791.05 3,776.03 3,730.51 3,741.56 3,712.97 3,650.75 3,587.22 3,522.39 3,456.25 3,388.81 3,320.06 3,310.24 3,229.77 2,597.29 2,558.81 2,506.35 2,452.59 2,397.52 2,341.15 2,277.90 2,200.52 2,185.05 2,123.15 1,109.34 1,089.97 1,066.41 1,041.53 1,015.35 987.86 959.07 928.97 897.57 Phi Vn(kips) 1,214.12 1,192.19 ASSET: CUSTOMER: 273492, MUSKEG Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926_C3_01JUN 27 2025 Load Case ^BatfeldCo. Agency. ShearFX (kips) 14.35 14.34 7.89 1.19 1.19 4.11 ShearFZ (kips) 0.00 0.00 0.00 0.00 0.00 0.00 Base Reactions AxialFY (kips) 47.40 35.55 76.67 46.19 34.12 39.51 MomentMX (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 MomentMY (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 MomentMZ (ft-kips) 1623.78 1605.13 938.27 179.41 177.18 461.96 Max Usage Elev(ft) 0.00 0.00 0.00 0.00 0.00 0.00 Interaction Ratio 0.32 0.31 0.19 0.04 0.04 0.1 1.2D+1.0W 0.9D+1.0W 1.2D+1.0Di+1.0Wi 1.2D+1.0Ev+1.0Eh 0.9D-1.0Ev+1.0Eh 1.0D+1.0W ANALYSIS SUMMARY - OVERSTRENGTH LOAD CASES Load Case Base Reactions ShearFX(kips) ShearFZ(kips) AxialF/(kips) MomentMX(ft-kips) MomentMY(ft-kips) MomentMZ (ft-kips) 1.2D+1.0Ev+1.5Eh 0.9D-1.0Ev+1.5Eh 1.78 1.78 0.00 0.00 46.19 34.12 0.00 0.00 0.00 0.00 269.12 265.77 ©2007 - 2022 by ATC LLC. All rights reserved.Page 14 of 14 ModellD: 118689 Scenario ID: 382010 6/24/202516:05:24 ASSET: CUSTOMER: 273492, MUSKEGWI AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926 PIER FOUNDATION ANALYSIS Moment (k-ft) GLOBAL REACTIONS Axial (k) 1,623.78 47.40 FOUNDATION PARAMETERS Pier Diameter: Pier Embedment Depth: Pier Height above Grade: Concrete Compressive Strength: Vertical Rebar Tie Rebar: Rebar Clear Cover Water Table Depth [BGL]: Layer Depth (ft) Unit Weight Top Bottom pcf 0 2 2 4.5 4.5 7 7 9.5 9.5 12 12 14.5 14.5 19.5 19.5 24.5 24.5 29.5 29.5 34.5 34.5 39.5 39.5 44.5 105 105 115 109 107 105 105 117 107 128 124 125 D L-h h s 7.00 40.0 0.50 4,000 (36) #10 bars [60 ksi] ft ft ft psi #5bars@12.0"c/c[60ksi] 3.00 SOIL PARAMETERS GW Cohesion psf 0 0 0 0 0 0 0 0 0 0 0 0 12 Friction Angle 0 29 30 29 29 28 28 31 28 35 33 33 in ft Ultimate Skin FricUon psf 0 0 0 450 500 350 400 1,550 500 1,700 1,750 1,800 Ultimate Net Bearing psf 0 0 0 0 0 0 0 0 0 0 0 26,300 14.35 JUN 27 2025 Co. wyl^wmg Agency D— rh L-h GW Volume of Concrete(ft3)Buoyant Weight of Concrete(k)Skin Friction Resistance(k)Inflection Point [BGL](ft) 1,558.62 166.55 740.00 27.97 Total Lateral Resistance(k)Momenta! Inflection Point, Mu (k-ft) SOIL MOMENT ANALYSIS Additional Resistance (k-ft) Nominal Moment Capacity, <t>Mn (k-ft) Soil Moment Usage, Mu/CfMn 3,528.94 2,032.32 0.00 21,852.03 9.3%~@ Compressive BearingResistance(k) Compressive Force, Pu(k) SOIL COMPRESSION ANALYSIS Additional Resistance(k) Nominal Compressive Capacity, OPn(k) Soil Compressive Usage, Pu/<PPn 1,012.14 115.29 0.00 1,314.11 8.8%© Task ID: 720838 Page 1 of 2 6/24/2025 16:05:37 ASSET: 273492, MUSKEG Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-1 OAA798926 Rebar Cage Diameter (in) Steel Elastic Modulus, E(ksi)Strength Bending/Tension Reduction Factor, <&b Strength Shear Reduction Factor, <^v Strength Compression Reduction Factor, Oi; 75.48 29,000 0.9 0.75 0.65 Design Moment, Mu(k-ft)Nominal Moment Capacity, <PbMn (k-ft) PIER REINFORCING MOMENT ANALYSIS Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/OoMn 1,631.33 7,594.21 0.01 21.5%© Buoyant Weight of Concrete(k) PIER REINFORCING COMPRESSION ANALYSIS Design Compression, Pu(k)Nominal Compressive Capacity, ct>pPn(K) Pier Rebar Compressive Usage, PU / *pPn 166.55 115.29 11,143.48 1.0%0 Design Shear, Vu(k) PIER REINFORCING SHEAR ANALYSIS Nominal Shear Capacity, (t>vVn(k) Pier Rebar Shear Usage, V,, / O.Vn 98.68 684.23 14.4% Ol © JUN 27 2025 Co.Planning and Zoning Agency Task ID:720838 Page 2 of 2 6/24/202516:05:37 AT&T SITE NAME:MUSKEG SITE ID: WIL03277 PA NUMBER; 10131106 USID; 101124 IWMJOB NUMBER: WSCHI0050447 4345 WESTLUND ROAD IRON RWER, WI 54847 BAYFIELD COUNTY EXISTING 190' MONOPOLE ERICSSON NETWORK MODERNIZATION ~w t»zl' N 3(0><& I a.8 -ro•^ ro0rotj^ PROJECT SUMMARY TOWER OWHER:ADDRESS: CONTACT:PHONE SITE ADDRESS: CUSTOME^APPUCAHT: .NAIS83LATITUDElOHGITUDE; JURtSDiCTTOH: COUMTY: GROUND ELEVATION; OCCUPANCY TYPE: A.DA. COMPLtANCE: CONSTRUCTION TYPE: GROUP; AMERICAN TOWER CORPORATiOH10 PRESIDENTIAL VWYWO BURN. MA 01801DANIEL FLATLEY(781)926-4500 4345 WESTLUND ROM)IRON RIVER, W> 54847 AT&TWRELESSS5W.ALGONOU)MROADARUHGTON HEIGHTS, il 60005 46' 33- 48.48-' N ( 4S.5S3467*)91 • 28- 57.92- W(.91.482755*) BAYRELD COUNr»' BAY FIELD \\off±ms\. UNMANNED FAOLIH' IS UKMANNED AND NOTFOR HUMAN HABfTATION ItB u CODE COMPLIANCE ALLWORK SHALL BE PERFORMED ?D MATERIALS tNSTAt-LED IN ACCORDAHCEWITHTHE CURRENT EDITIONS OF THE FOLLOWiNO COOES AS ADOFTEO BY THE LOCALGOVERNING ALTTHORmES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TOPERMIT WORK HOTCONFORMtNG TO THESE CODES:COOETYPE CODEWISCONSIN COMMERCIAL BUILDING CODEBUILDfNO/DWEtUNG 18C 201SSTRUCWRAL tBC 2015MECHANICAL 1BC 2015ELECTRICAL NEC 2017 CONTACT INFO. A&E FIRM; AMENTUMDIGITAL INFRASTRUCTURE, INC.2929 ARCH STREET, STE 1500PHiLADELPHtA,PAt91M CONTACT: MiCHAEL STREETPHONE: (315)240-1776 AT&TCONSTRUCTION MANAGER;&5WALGONQUIM,ARUHGTOH HEtGKTS, IL CONTACT: GWVN NOBLEPHON& (M7)33&^!S7 AREA MAP WIL03277MUSKEB •% ^ ,,^•v'.^ ^.' X. LOCATION MAP WIL03277MUSKEG T-] DRIVING DIRECTIONS CTTOS RESERVE OR -I TURN LEFT ONTO U.-62 WW ATOOijOUH RD 5 COmKfjUESTRA!GHTOiff01L-$2Vt?EAtG(»iOLJtMRDCWTItA£TOFOLLOWE/>1.0CWOUfHRD6 J\WHIIQKT OtflO PYOn RD7. TWN LEFT CT<TOSVIRG!?AftOa.CO;mNLCOMTOUS.t4WPAESBYMCOONALDSSOMTre RIGHT tM193MI>9 TURN LEFT ONTO lL.173WBai?< STCWfflMlKTOFOLLOWM7310.TURMRGh<TCMITOWITEOAKSRD11.TURNLSTCtfn-Oh^nE8R012.CO!mriUEOtffOa^VATO«RD13.7UFtMS)GKTOtfrOLOVER014TURfJl£FTOf,fTOEfiOO<TOMFiD15 TURM RIGHT TO yEROE OWO 1-M |y<OV^US.S1 HTOWARO JAHESViLLE FOU.OV/l-SOW,i-94WAhDU5.S3fi70 ECOIWV RDB >MrHOR?l6.|iffiRaEOmOl.i9I^^OWAJS-5INCO^«treTOFOaOWI-SOWEMTERiHOWSCONaN17.KSPRiaHTTOCONT1fiWOtj?<WIB TAKEE?aT8t FOSCOUflHW HH TOWARD COUfm RD KiWOSTER^ALL CTEEK 19 TAKE THE RAf^P TO COUfm HW/WTOUfm RD HH 20 TURfBE^TURfj R?HT WfTO US^3M21 ATT? TRAmC GSCIE. TAKE ne 2tffl E»T A^a STAY ON US.53Nh£AaTOTOimERSTATE9^COMmUE ON ECOUtffYRDB TAKE US-2ET( mn M iHRl PROJECT DESCRIPTION INSTALLSNSTAIL (3) NEW NMHH-658-R4Am-ENMASINSTALL (3) NEWAfR 6472 B77G B77M ANTENNASINSTALL (6) NEW 10' AHTENMA MAST PIPESIHSTALL(3) HEW 4494 Bt4;B29 RRHSINSTALL (3) MEW4472 B5RRHSINSTALL (3) HEW 4890 B2S/B66 RRHSINSTALL (6) HEW RRH BACK TO BACK BRACKETSINSTALL (6» HEW i0 RRHS MASTINSTALL (1) NEW VERW 7100 58V COHVERSiOH KTr IN THEPOWER PLAMTINSTALL (7) HEW-58V CONVERTERS IN THE POWER PLANTINSTALL Alt PROPOSED ERICSSON 8BUS RB^OVEREMOVE (3) EXIS'HNO SBJAH4-tD65B-DLAMTENHASREMOVE (3) EXfSTiHG SBNH.1DS585B AMTENMASREMOVE-THE EXISTING NOK1A RADIOSREMOVE THE (2) 24/48V CONVERTERSREMOVE (4) RECT!F!ERS 1H THE POWER PUtfTREMOVE EXtSTtNGALU/NOKtA BBU EQUIPMENT AFTERCUTOVER IS COMPLETED RELOCATIONSRELOCATE (3) EXISTING NhtH4-65B.R6H4AHTEHMAS CML WORK TO BE COMPLETED FIRST PER AT&T. NOK1A GROUND EQU1PMEHTSTAYS UfmLALt. ERiCSSON UP TOP IS DONE & INTEGRATiOHIS SUCCESSFUL COWTRACTOR TO VERIFY TEMPORARY SOLLmON W!THCONSTRUCTION htANAGER PRIOR TO BEGtNNlNG OF PROJECT.THE PROPOSEO PROJECT FOR THIS SfTE IHCtUDES: DRAWING INDEX SHEET DESCRIPTION GENERAL NOTES EQUIPMENT LAYOUT TOWER ELEVATION PtAN ANTENNA AZIMUTti PLANS EQUiPMEtfl- DETAILS SITE DATA INPUT ANTENNA IHFORMATTON CHART& PtUMBiNG DJAGRAM PLUMBING DtAGRAffl A/E DOCUMENT REVIEW STATUS AT&T CONSTRUCTION MGR:AMEH7UM PM: RF ENGINEER:ZONING APPROVAL:SITE ACQUfSmON;PROPER?/ OWNER: STATUS CODE; ACCEPTED: WITH OR NO COMMENTS. CONSTRUCTION MAY PROCEED NOT ACCEPTED: RESOLVE COMMENTS AND RESUBMITACCePTANCEDMSNbTCONSTn'^AHALYSIS,TEST METHODS OF MATERIALS DEVELOPED OR SELECTED BYJWSU8COWRACTOR AND DOES HOT REDEVE SUBCCWRACTOR FROM FULLCOMPLIANCE VOTH COfffRACWAL-OBUGATIONS, CALL DIGGERS HOTLINE CALL(800)242-8511CALL 3 WORKING DAYSBEFORE YOU DIG! S§ U ^ 2illU1 PROJECT COMPLIANCE NOTES: THE PROPOSED FACIUTi' WILL BE UNMANNED AND DOES NOTREQLHRE POTABLE WATER OR SEWER SERVICE AND IS HOT FOR HUMAN HABITAT.(HO HANDICAP ACCESS IS REQUIRED).OCCUPANCY IS LIMITED TO PERIODIC MAiMTEMANCE AND INSPECTiON. APPROXIMATELY 2 TIMESPER MONTH, BY AT&T TECHNICIANS.NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL, UHtESS DURING EMERGENCY.OUTDOOR STORAGE AND SQLIDWASTECOHTAINERS ARE HOTPROPOSED,ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE LATEST AT&T SYSTEM GROUNDING STANDARDS. TECHNICAL SPECIFICATOM FORCONSTRUCTION OF LTE SSTES AND WiLL FOLLOW AT&T GROUNDING AND BONDINGREQUIREMENTS FOR NETWORK FACILmES AT&T DOC IDATT-TP-764t6 AND AT&T POLICYLETTER ATT-CEM-13002.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AMY DAMAGE CAUSED DURINGCONSTRUCTION OPERATION.THE COrjTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE OH A DAILY BASIS,IHFORMATtON SHOVWI OH THESE DRAWINGS WAS OBTAINED FROM DRAWINGS PROVIDED BYTHE APPUCANT REPRESEWATIVE. THE COHTRACTOR SHALL NOTIFY TURF VENDOR OF ANYDISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WW CONSTRUCTiON. HO ADDITIONAL PARKING IS PROPOSED. EXtST)N<3 ACCESS AND PARtOHG WILL BE USED.NO AOOmOHAL LANDSCAPING !S PROPOSED AT Tti!S SITE.ALL COAX1AL CABLE/FiBER AMD DC CABLE INSTALLATION !S TO FOLLOW MANUFACTURER'SINSTRUCTION. GREENFIELD GROUNDING NOTES: ALL GROUND ELECTRODE SYSTEMS (iriCLUDJNO TEl£CO(<tMU^CAT10N, RAOIO, UGHmNO PROTECTtOTJ WO ACPOWER GES'S) SHALL BE 80?ED TOO ETHER AT OR BELOW GWDE, BY TWO OR MORE CWW.H BWDiWCONDUCTORS IHACCORDANCE VWTHTHE rjECA^JOAT&TGROU^m^^GA^C BONDifjG REQUREliEWS FW?TWOftKFAaUTIESATT.TP.76416A?AT&TPOUCYtETr£RATr-CEM-13002. The SU8CO^fTRACTOR SHALL PERFOftM tEEE FALL-OF-POTENTtAL RESISTATJCE TO EARTH 7EST1MG (f%R IEEE[100 AMD 81) FOR GROUND EtECTRODE SYSTCf^tS, ~nJE SUGCOmRACTOH SHALL FUWiSHAND INSTAU-SUFVLEMEfffAL GROUTiD ELECTRCOES AS NEEDED TO ACHEVE A TESTRESULT OF 5 OHMS OR LESS. THE SLBCOMTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUETONG GROUHraHG A? UtroERGRCUNDCONDLRT INSTALLATION AS TO PREVEHTAW LOSS OF CONTtMLfiTY IN THE GROUTJDIHG SYSTEM OK DAMAGE TOTHE CONDUIT WD PROVIDE TESTING RESULTS. fkETAL CONDUiTAHD TRAY SHALL BE CROWDED AfJD MACE ELECTracALLY COMTtHUOUS W!TH USTEDBOHDlfjG F1TT1WS OR BY BOHCTNG ACRO&S TVE DISCONTOtUiPi' WTH MiNiMUM »2 AWG COPPER WIRE ULAPPROVED GROUNfflNGTfPE COtCUTCLAhSPS, METAL RACEVW SHAU. MOT BE USED AS WE ?C REQUfRED EQLSmiErrT GROUro CC^jDUCTOR. TINSTRANDED COPPER CONDUCTORS WITH GREEMfHSUlATtON. StZED IN ACCORDAHCE WITH -THE NEC, SHALL BS^UWflSHED US INSTALLED WITH -THE POWER CfRCUtTS TOBTS EQUPfVEW. EACH CABINET MW FRAME SHALL BE DiRECTLY COMNECTCD TO THE MASTER (SROUHD BAR WITH GREENIHSUtATED SUPPUEMEMTAL EQUPMEW GROUND WIRES, #2 TIN STFWffiED COPPER FOR tFIDOORffTOOFTOPAPPUCA7TONS; *2 AWG SOJDT1MNED COPPER F'OR OUTDOOR GROUMO CAHrffiTS. AIL EXTERiOR GROUND CONDUCTORS BETWEEN EQUiPMENT/GROUtO BARS ^SDTVE GROUND RING SHALL ?(2) CONDLX;TORS OF »2 AWG 50UD T1WED COPPER Utfl-ESS OTWR\MSE ItJDICATED, EXOThERMiC V/ELDS SHALL ^ USED FOR ALL GROLINDtNQ COT^tECTIONS BELOWGRADE. ALLGROU? COfffCC'nONS ABOVE GRADe (INTERiOR WO EXTEfflOR) SHAH. BE FORMED USfrjG H!GH PRESSCRiMPS; A WWW OF (2} CRSMPS ATJO WltfflOWLESS LUGS FOR OUTDOOR AFVUCA71CWS AND V>irBOV\EDLUGS FOR fHDCXW APPUCATtOMS. AU EXTCR10R GROWOCOHHEC7)C^4S SHALL BE COATED WITH A CORROSiOM RESISTAffT MATERiAL MISCELLA?OUS ELECTRICAL AND KON-ELECTRICAL METAL BOXES, FRAMES AMD SUPPORTS SHALL BE BOMXDTO THE GROUt^l RftjQ, It-tACCWDAtKE WW THE ?C AND AT&T WOUND! ?3 WfD BOffiMtJG REQUtREf^EOTSFOR NETWORK FACIUT1ES ArT.TP-76416 AND AT&T POUCY LETTER ATPCEM.13002. GROU? CONDUCTORS USED fM ThE FACtLHY GR<Xfffl3 AND UGKT^Rtffi PROTECTiQH SYSTEMS SHALL NOT BEROUTED TWOUGH METAUJC 08JECTS THAT FGRM A RING AROUW •WE COHDUCTOR. SLX:H AS hffiETALUCCONDUITS. METAL SUPPORT CLIPS OR SLEEVES WROUGHWALLS OR FLOORS, WhEN IT IS REQUREDTO BEHOUSEDtN COMDUiT TO MEET CODE REQUtREMEWS OR LOCAL COtJDmOHS. WWKETALUC MATERIAL SUCH AS PVC PLASTIC COf^DUT SHALL BE USE.D. WHERE USE OF METAL CONDUIT IS UMAVOJDABLE(E.G.. NOW.1ETALL1C COf^HJIT PROKiaTED BY iOCAL CODE) THE GROUND CONDUCTOR SHALL SS BOHEXDTO EACH END OFTHE ItfETAL COMDUT. ELECTRICAL INSTAI-yVrlON^OTES; V/iRIHG, RACEWAY & SUPPORT METHODS AND ^TERIALS SHAU. CW^PLY WITH THE REQUiREMEHTS W THE NEC. ALL CIRCUITS SHAU. BE SEGREGATED AT® MAlKTAtH MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CABLES SHAH WT BE ROUTED THROUGH LADDER-SHLE CABLE TRAY RUMGS. EACH EHD OF EVERY POWER, POWER PHASE COMDUCTOR p.E.. HOTS), GROUrfflNG WD T1 COt®UCTCn AND CABLE SHALLBE LABELED WITH PROPER tABEUNG 10.145 TTPE HBER TAG, V.1TH UV FtATED P.TOUCH LABEL , MfHSMUM WDTHOF 1/T. •meID£NTiFICATK)N METHOD SHALL CONFORM WW ?C AMD OSHA. ALL ELECTRICAL COMPOrjEtffS SHALL BE CLEARLY IABELEDW!TH PLAS-nC TAPE PER COLOR SCHEDULE. ALL EQLRPMErfTSHALL &g UBELEDWITti WEiR VOLTAGE RATING. PHASE CONRaURAWU WIRE CONHGURATION, POWER OR AMPACITYRATING AND BRANCH CtRCUT ID ^flJ!ytBERS (1-E. PANEL BOARD AND CjRCUtT ItTS), THERE SHALL BE ?3 USE OF WUW TIE CABLE FOR SKDOOR USE. POWER, COMTROL A? EQUPMEW GROUf® WIRING tM TU8!NG OR COHDUT SHAU. BE SINGLE COHDUCTOR (<f14 AWO ORLARGES), 600V, OIL RESISTAW TWN OR THVW-2, CLASS B STRAMDED COPPER CABLE RATCD FOR 90- C WET & DRY)OPERATION LISTED OR LABEIED FOR THE LOCATTON AND RACEWAY SYSTEM USED WfLESS OTHERWtSE SPECIFIED, SUPPLEMENTAL EQUIPMErfT GROUND WWW t-OCATED \f!DOORS SHAU BE SSNGLE COFroUCTOR (»2 T1N STRANDED ORLARGER), 600V, OIL RESISTANT 7HHN OR THWH-2 GREEN (NSULATION CLASS B STRU-JOED CWPER CABLE RATED FOR QV C(WETA? DSY) OPERATtCW USTED OR LABELED FOR THE LOCATION MID RACEWAV SYSTEM USED LWtESS OTHERWISESPECIFIED. POWER AND CONTROL VU1?NG, TOT IN TLBINO OR CCWDUiT, SHAtL BE MUL71<;ONDUCTOR, T»'PE TC CABLE (#14 AWG ?LARGER}, 600V, Ott RESISTAW THHN W THWTJ-2, CLASS B STRAHDED COPPER CABLE RATED FOR 90" C (WET AMD DRY)OPERATON WW OUTER JACKET USTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECfFI ED. ALL POWER WD GROUtflXNG CONHECTOW SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS WiD WIRE fATFS BY THOMASAND BEHS (OR EQUAL). LUGS AND WiRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75- C (90' C IF AVAILABLE). ELECTRICAL METALUC TUBING (EMT», ELECTWCAL rjOHMETALUC TUBIEJG (Effl) OR R!GID HOfAtETALUC CCTJDUT (R!QiD PVC.SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. GALVAhBZED STEEL trffERMEDlATE META1.UC COWUfT (IMC) SHALL BE USED FOR OUTDOOR LOCAT10MS ABOVE GRADE. RIGID fjONMETALUC CONDLHT (I.E. R1<3!D PVC SCHEDULE -10 OR RIGID PVC SCHEDULE W) SHALL 8E USED UHDERGROU?;DIRECT BURIED, IH AREAS OF OCCASIONAL LIGHT VEHCLE TRAFFIC OR EHCASED tM REiMFORCED COttCTETE tN AREAS OFHEAVY VEmCLE TRAFFIC. METAL RECEPTACLE. SWITCH A^D DEVICE BOXES SHALLBE GALVANIZED, EPOXY^OATED OR MOM^ORRCOiMQ; SHAU. MEETOR EXCEED UL 51-tA AND f^t/A OS 1; AKO RATED Iffif^A 1 (? BETTCR) tMDOORS ORV^ATMER PROTECTED (WP OR BETTER)OUTDOORS. •WE SUBCONTRACTOR SHALL NQ'nFY A? OBTAIN riECESSARY AUTHCT®TIOH FROM ThE COmnACTOft BEFORECOW.tENCtNG WORK ON THE AC POWER DISTRiBUTIOH PAHEtS. : SUKCTffRACTOR SHALL PROVIDE MECESSARV TAGaNS ON THE BREAKERS. CAfflfCS AND QSTRfACCOROAWE WITH THE APPLICABLE CODES AND STAHDARtK TO SAFEtgftRDAGAlNSpTOEAfffl PR<^?y."ro ^ ro (N3 I^TAU. PLASTIC! LABEL ON WE HSTER CEWER TO SHOW •AT&T WflRELESS". PROJECT GENERALNCHTES: FOR THE PURPOSE OF CONSTRUCTtOH DRAWING, T^E FOLLOWING DERNfTiONS SHALL APPLY:TURF VENDOR. AMEtTFUM UGITAL tWRASTRUCWRS, tt?.COWRACTOR. GENERAL COinRACTWt (CONSTRUCTION)OWIER. AT&TOEM. ORiGtUU. EOUtPMEW WUAJFACTURER PRIOR TO THE SUBMiSStOH OF BIDS, THE BtDDfKQ SUaCCWTRACTOR SHALL VISIT •WE. CEU. SITE TOFAhUUARiZE WITH THE EXISTING COHDfTtONS AHD TO CONRRM THAT WE WORK CMt BEACCOMPUSHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOU? SHALL SEBROUGHT TO THE ATTEHT10N OF COtffRACTOR. ALL MATERIALS FURMiSHED At JO INSTALLED SHALL BE [M STRICT AC CORDANCS WITH ALL APFttCABLECODES. REGULATIONS WO ORDfftAWES, SUBCOMTRHCTOR SHALL ISSUE ALL APPROPRIATE HOTtCESAND COMPLY WW AU LAWS, ORDINANCES, RIA£S, REGULATIONS AND LAVffUL WDERS OF ANYPUBtJCAUTHOFtin REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALLCOMPLY WITH AU- APPUCASLE MUMOPAL AND W\UTf COMPANY SPECIRCfflONS W® LOCALJURISDCTONAl. COOE.S, ORKNANCES ANO APnJCABtE REGULATIONS. DRAWINGS PROVfDED HERE ARE NOT TO SCALE AND ARE tfJTEHDED TO SHOW OU7UN5 OMLY. UHLESS ?TED OTHERWISE. THE WORK SHALt INCLUDE FURmHHG MATEfflALS. EQUPMEMT,APPURTEMAHCES A? LABCn NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED OM THEDRAWINGS. •KfmMs usr SUPPUEO V^TH THE BID PACKAGE iDEtmnES ITEMS THAT WIUL BE SWPUED By TURFVENDOR. ITEMS HOT irjCLUDED 1H T? BtLL OF MATERIALS AND KiTnNG UST SHALL BE SUPPUED BYTHE CC^fTRACTOR. (F THE SPECIFIED EQUIPMENT CAM HOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THECOmw\CTOR SHALL PROPOSE AN ALTERMATiVE IHSTAULATTON FOR APPROVAL By THE TURFVEMDOR. THE CO»TTRACTOR SHALL PROTECT EXISTING IMPROVEMEms, PAVEMENTS, CURBS, LAHDSCAPINGAMD STRUCTURES. Utt DAMAGED PARTSHALL BE REPAtREDATCOHTRACTOR'S EXPENSE TO THESATiSFACTfON OF OWfER. COtJTRACTOR SHU.I. LEGALLY AND PROPERLY DISPOSE OP AU. SCRAP MATERIALS SUCH AS COAXIALCABLES AMD OTWR ITEMS REMOVED FROM THE EXISTING FACiUn. AMTEHHAS REMOVED SHW-L BERETURt^EO TO THE OWfEfVS DESiGNATED LOCATION. COMTRACTOR SHALL LEAVE PREM!SES iriCLEAH CCTJDf-nOH. COHSTRUCTION SHALL CCWLY WITH AT&T WO MANUFACTURER SPEQRCATIONS, DO NOT SCALE DRAWINGS ALL DRAWINGS CONTAiHED HEREINARE FORMATTED FOR 11x17,CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTINGDtMEHSIONSANDCONOt'nOHSOMTtiEJOBSn'EAHDSHALL IMMEDbVTELY NOTIFY THE ENGINEER IN WRITINGOF ANY DfSCREPANCtES BEFORE PROCEEDING WTTHTHE WORK OR BE RESPOMS1BLE FOR SAME. ABBREVIATIONS AND SYMBOLS; ABBREWnOMS; AGLBTS<E)Ml N.H.T.S,REFRFT,B,D, T.B.R.TVPREQEGRAW3MGBEGBCWStAOGEN:QRRBS ABOVE GRADE LEVELBASE TRAHSCE1VER STATIONEXISTINGMINIMUMNOT TO SCALEREFERENCERADiO FREQUENCYTO BE DETERMINEDTO BE RESOLVEDT/P1CALREQU!REOEQUIPMENT GROUND RINGAMERICAN WIRE GAUGEMASTER GROUND BAREQUIPMENT GROUNDBARE COPPER WIRESMART INTEGRATED ACCESS DEVICEGENERATORINTERIOR GROUND RING (HALO)RADIO BASE STATION SYME r55-i rssn ^ 0<8 DJm SOLID GROUND BUS 8AR SOUO NEUTRAL BUS BAR SUPPLEMENTAL GROUND CONDUCTOR CHEMICAL GROUND ROD TEST WELL DISCONNECT SWTTCH METER GENERAL NOTES amentum 2929 ARCH STREET, STE 1500PHILADELPHtA.PA19104 AT&T ISSUED FOK; 0 [05/20/25 IVWIFORCONSTRUCT10NI iM'l'W.'"//^^K^^^KARL R.^/' KRA-UNAit^t"%'w&••.-.\ ,*'s %/»/«\\ SHEET NUMBERi |ltEVISIONt|GN-iro AousByiS NOTE:-miS SITE DESIGN HAS BEEN PREPARED Wi-FHOUTTHE8ENEF1T OF AN AS-BUILT SURVEY. THE INFORMATtON SHOVWtIS HOT BASED OH AH ACTUAL FIELD SURVEY. THECONTRACTOR SHAtt VERIFY EXiSTiNG CONDITIONS. ALLMEASUREMENTS SHOWN HEREONWERE NOT FIELD VERIFIEDAND SHALL BE VERiFIEO BY COHSTRUCTtON MANAGER PRIORTOBEGtNNIHGCONSTRUCTION. THIS PLAN WAS CFiEATEDBASED ON INFORMATION GATHERED FROM PREVtOUSDRAWNGS, AERIAL tMAGIHe, AND OTHER ONLINEINFORMATION. CONTRACTOR TO FIELD VERIF/ ALLDiMENSiOMS SHOWN HEREOH. 2929 ARCH STREET. STE 1600PHILADELPHIA, PA 1S104 CONTRACTOR TO VERtF/ ALL PROPOSED ANDEXISTING AMTENMAS, MOUMTS AND CABLES WERECONSIDERED AND PASSED A STRUCTURALANALYSIS PERFORMED BY A LICENSED ENGINEERPRIOR TO INSTAUA710N. EXISTING CHAiN.LINKSECURITY FENCE EXISTINGGRAVELEDCOMPOUND EXlSTfNG 11MONOPOLETOWEREXISTINGn'-y>c201-o'AT&T SHELTER(RE: 1/C-3) FINAL CABLE CONFIGURATIOM;(3)tf6AWGDCTRUNKS(3)»8AWSDCTRUNKS(2) 18 PAIR FIBER TRUNKS @ 236'±(6) i-ar COAX0)3f8*RET ALL EXISTiMG CABLES TO REMAIN 05/20/25 IVUWfFOS CONSTRUCTION EXISTING u-nurcH.FRAMEfTCP) EXIST] ?3DOUBLE SWINGACCESS GATES n-xir SCALE; I/B-=I^-22"x34* SCAtE: I/'T = I'-O" 1'^"±AT&TEQUiPMENTSHELTER EXISTiHG VERT!V7tOO PCW£R PLANTINSTAtL(7) NEW -S8V CONVERTERS &(1) NEWVERTO -68V CONVERSION KITREMOVE(2) EXtSTINQ 24/48V CONVERTERS(4) EXISTING REC71FIERS EXISTING AT&THFO RACKINSTALL ALL HEW BBU EQUIPMENT ,REMOVE EXISTING NOK1A BBU EQUtPMENTAFTER CUTOVER IS COMPLETED EXISTING GENERATORINTERFACE EXfSTIMGCONCRETESTOOP INSTALLINSTALL (1) NEW VERT1V 7100 5BV CONVERSION KTT IN TtiEPOV?R PLANTINSTAtL (7) NEW-58V CONVERTERS IN THE POWER PLANTINSTALL AIL PROPOSED ERICSSOH BBUS REMOVEREMOVE (2) EXISTING 24/48V CONVERTERSREMOVE (4) EX!ST1NGREC71F1ERS IH THE POWER PLANTREMOVE EXISTING ALU/NOKtA BBU EQUIPMENT AFTER CUTOVER IS COMPtETEO FINAL CABUE CONFiCtffiATION:(3)S6AWODCTRUNKS(3>S8AWGDCTRUNKS(2) 18 PAIR FIBER TRUNKS @235'±(6) 1-5/ff- COAX(1)3/8'RET Alt EXISTING CABLES TO REMAfM ^ EQUIPMENT LAYOUT FN3 0FW 11"xir SCALE; 3/8"=22"x34- SCALE: 3/4- = f-0" ^_/ KARLR. \_^.|W KRA-tlNA V*'| 11^, AWiAmivFtwrmwfrvHswi. SHEGT NUMBER;C-3 |0 ri'oga St r*oC3r-o(J-l ^ THESE DRAWINQS DO NOT REPRESENT TtiE STRUCTURAL INTEORfTC OF TOE TOWERTHE ANTENNAS SHOWN ARE SCHEMA71C AND DO NOT REFLECT THE ACTUALCONFIGURATIONS REQUIRED. JACOBS HAS NOT PERFORMED A STRUCTURALANALYSIS OF THE TOWER. CONTRACTOR TO REFER TO ANALYSIS BY OTHERS. ANYMODIFICATIONS TO TOE TOWER OR FOUNDATJON HEEDEO SHALL BE PERFORMEDPRfOR TO THE INSTALLATION OF EQUIPMENT SHOWN OH THESE DRAWINGS.THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS OF THIS TOWERSITE FOR TOE APPROVED LOCATION fiMD CONFIGURATION OF ALL AMTENNAS. ALLANTENNAS MUST BE MOUNTED IN STRtCT ACCORDANCE WITH TOE STRUCTURALANALYSIS.CONTRACTOR TO VERtFY ALL HEIGHTS AND AZIMUTHS PRIOR TO BEGINNINGCONSTRUCTION, AND NOTIFY ENGINEER WITH ANY DISCREPANCIES.REFER TO STRUCTURAL ANALYSIS TO DETERMINE FEEDUNE PLACEMENT. 2929 ARCH STREET, STE 1500 AT&T AOTENMA TIP HEIGHTELEV.=t93'^r TOP OF TOWER FINAL EQUIPMENT CONHGURAWN:(3) EXISTING ANTENNAS(2) EXISTING DC.9 SURGE ARRESTORS(6) PROPOSED ANTENNAS(8) PROPOSED RRH's(6) PROPOSED RRH DUAL MOUNT BRACKET ELEV. = ISO'-O"(P)t(E) AT&T ANTENNAS EXISTING WMONOPOLE TOWER FiNAL CABLE CONFIGURATION;(3) S6 AWG DC TRUNKS(3}S8AWGDCTRUNKS(2) 18 PAIR FIBER TRUMKS @ 236'±(6) 1-5/8-COAX(1}3/8"RET 0 f 05/20/25 IVWVIFOR CONSTRUCTtON ALL EXISTING CABLES TO REMAIN ^yWt,',"",,./^^KARLR. \JiKRAWA \*1 EXISTING AT&TEQUIPMENT SHELTER TOWER ELEVATION \ (1)EXISTiNGOC-9 SURGEARRESTOR TO BE RELOCATED(TYP OF 2) ALL EXISTING RRHs & ASSOCIATEDMOUNTING HARDVWRETO BE REMOVED(TYP. ALL SECTORS) (1) EXISTING S&JAH4-1D65B-DL ANTENNATO BE REMOVED OYP. PER SECTOR) / (1) EWSTtNG SBJAH4-1De58-DL ANTENMATO BE REMOVED (TCP. PER SECTOR) (1}EXIST!NGHNH4^5B-R6H4Am-EHNA TO8ERELOCATED TO POS 3 OVP, PER SECTOR) NOTE:AU. DIPLEXERS/TMA'S & ASSOCIAT^OMOUNTINO HARDWARE TO BE REMOVED. EXISTING ANTENNA AZIMUTH PLAN NOTE:INSTALL PROPOSED EQUIPMENT MOUNTEDPER MOUNT STRUCTURAL ANALYSIS REPORTBY AMENTUM DIGITAL INFRASTRUCTURE, INC.DATED 04/17/26. REFER TO REPORT FORADDITIONAL REQUIREMENTS. NOTES:ALL STRUCTURALWORK IS TO BECOMPLETED PRfOR TORF WORK STARTING. CONTRACTOR TOENSURE THAT TH ERE ISNOANTEHMASKEW. I NOTE:IFOR THE INSTALLATION OF THE RRHS, INSTALLINEW2.0 STO (2.376" OD) x 120" LONG RRH PIPES\WW 8ACK.TO.BACK PIPE BRACKETS (SITEPR01J(PART HO. BBPM-K1 OR APPROVED EQUIVAUENT)]I FOR THE INSTALLATION MOUNTED ON HEWtCOMMSCOPE RR-FA2 RRH MOUHTtNG BRACKET|OR APPROVED EQUIVALENT. DO HOTEXCEED1 MOUNTING MORE THAN 2 RRH'a /1 SURGE PERIPIPE NOTE:FOR THE IHSTAU-ATIOM OF THE ANTEHHA,INSTALL NEW 2.6 STD (2.876" OD) x 120" IONG RRHPIPES W/ CROSSOVER BRACKETS (SITE PROPART#SCX4S-K, OR APPROVED EQUfVALENT) FORBOTTOM CONNECTIONS TO THE HORIZONTALSPIPE MEMBERS. AND CROSSOVER BRACKETS(SITEPR01 PART NO. SCX-PS OR APPROVEDEQUIVALENT) FOR UPPER CONNECTION TO THEHANDRAIL PIPE MEMBERS 2823 ARCH STREET. STE t500PHILADELPHIA, PA 19104 (1) EXISTING RELOCATED DC-9SURGEARRESTOff (T»'P OF 2) EVI DATE DRW^DESCRIPTION3 I 05/20/2S fW/VlFOR CONSTRUCTIONINSTALL (1) NEW 4472 BG RRH(TYP PER SECTOR) INSTALL (1) HEWAiR6472 B770 877M{TfP PER SECTOR) INSTALL (1) NEW NNHH.66B.R4 ANTENNA(TTP PER SECTOR) INSTAl.L(1) NEV/4494 B14/B29 RRH &(1JNEW4890B2E/B66RRHfTYP PER SECTOR) (1) EXISTING NHH4-658.R6H4ANTEHMARELOCATED FROM POS 1 (P/P. PER SECTOR) / PROPOSED ANTENNA AZIMUTHPLAN MOUNT AHTEHMA INACCORDANCE WITHMANUFACTURER'SRECOMMENDEDPROCEDUREDETAIL FOR MOUCTNGPURPOSES ONLY.HOT ALL MEMBERS SHOWN EXISTING PIPE MOUNT PROPOSED ANTENNA PROPOSED JUMPER CONNECTION, QYP)MAINTAIN MIM. BEND RADIUS,PER MANUFACTURER'S SPECIHCATIONS ANTENNA MOUNTING DETAIL | SCALE: NTS | 1 pRorosED youm- pipES STAND OFF ARM •PROPOEEDBSPM-K1uourrr ASSEMBLY CRAPPROVED ECU [VALE tIT RRH DUAL MOUNT BRACKETITEM i123456789tO11121314 PART NO,MTC376912MTC378S09yTC37fl903GWF-04SB-04145 GWL-C4 BN-04yT-379 WFA-OOOHK)^RFA-0002-003WF-033WL.0331^03I^TCSI&S DESCRIPTIONWELDED FRONT BRACKETRRU HANGERRD\R BFViCKET1/2-gAt-VFy^TWASHEIR!1 /2-X M /2" GALV BOLTKirt rv GALV LOCK WASH ER1/2'GALVHEXNUT-1/2" X ir GALV THREADEORODBRACKET. RRU MOUMT SMALL STAB1LIZER 3RACKET, RRU MOUOT LARGE STABIUZERM-GALVFIATWASHER _3/8"GAt-V LOCK WASH ER3ra-GALVHEX_NUT.3/8XM/4" Carriage Bo It ajy.24288<2124228888 -^ COMMSCOPE RR-FA2 PARTS LIST(TEMIt22334567 QTY14422A202020 PART NO.SCX4 X-116139 X-t00064 X-UBt2)2 X-UB1300 HS12R-8 G12FWG12LW(312HUT PART DESCRIPTIONCROSSOVER PLATEClAMP(y FLAT CLAMP) Cf-AMP (4* V-GLAMP^ GALVANIZED i/2-x 2-\er x 4-1/2'- x r U-BOIT (HDG.) i/rx 3" xyx r U-BOLT(HDG,]| 1/TX 8" THREADED ROD (US)1/2- HDG USS FLA-TVWSHER t/2'HDGLOCKWASHER\tV HOG HEAVY 2H HEX NUT LENGTti81/2 In 3/32 tn 1/8 Sn UNIT WT. 6.02 0.69 0.91 0.63 0.70 0.47 0.03 0.01 0.07rOTALWT.S ^ETWT. 6,02 2.78 3,65 1.25 t.39 1.69 0.63 0.28 1.431&.37 2-7/T O.D. Pl T)IJ-^D .1(QII SQUARE TUBE 2.1/2" MAXFOR riATClAMPPIPE: 3-1/2-DtA. MAX FORV-CLAMjE ^.ys,^1Wl Nl0 Os.2.0 ro ~^J roc±>r<o SITEPR01 SCX-PS f|SCALE:NTS I SCALE: NTS| 2 PARTS LISTITEM!)38456 QTi'12288 8 PART NO,SCX4 X.UBt358 X-UBt300C12FWG12LWG12HUT PART DESCRIPTIONCROSSOVER PLATE l/2"X3-5?-X5-1/2-X3"U-8pLT(HDG.) 1/2-X3* X&'X2'U.BOLT{HDG.}\fT HDG USS FLATVWSHER 1/2-HDGLOCKWASHER1/2" HDG HEAVY 2H HSX HUT LENGTH 81/2 \r\ UNIT WT. 6,02 0.73 0,73 0.03 0.01 0.07 rOTAL WT. # 4ETWT. 6.02 1.46 1.46 0.27 0.11 0.57 3.92 3-t/2" 0,D, AHTENHAPtPE-(ORDERED SEPARATELY) 2.7/B-O.D,Am-ENNAP[PE(ORDERED SEPARATELY) SITEPR01 SCX45-K I SCALE:NTS | 3 PROPOSED C/L OFCBANDAOTENMA MOUUT ANTENNA IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDEDPROCEDUREDETAIL FOR MOUNTING PURPOSES ONLY.HOTALL PLATFORM MEMBERS SHOWN PROPOSED PIPE MOUNT PROPOSED ANTENNA(A!R6472 B77G 877M) AMTENMA BRACKET. INSTALLPER MFG. SPECS.(AS NEEDED) PROPOSED JUMPER CONNECTION,PW) MAINTAIN MiH. BEND RADIUS,PER MANUFACTURER'SSPECIFICATIONS AIR ANTENNA MOUNTING DETAIL | SCALE: NTS amentum AT&T ^i- 0r-l o U rt CHECKED ilYt •%'jtnTE'i>ATAiwi^;yw^Wsmr>t^^ |_«w i; imMtwwmretWtowuBff^tB^eEauT^ n?;~t""wra"ocptA*<r we't^w wwwwiww" L____J twow.v'tWiWtfnco'cM iiE-rwuSBitCT '/fU» »<TEOTATEO oc PUOT i T^;T"i^BrWOOCTOTEtUU)^^tIM1^ t^lC^Y ISOWOUU. C^SSny UNHJCKTUti ^WtfT MyfSW^ C«ito# UtflWNTUli KOVIDUAL ClAnj UWtlCNTUI; *««me AM THEM t(Tt tWAS l!UTli<0 Uuntl 1 f on BHELra ufvwuuufTot, trtTi SiT-S-lm OFMTTigiTinaaa -L^TWiB-lV ttfat.ndlts). iisti OC Ptant ifXQXMW} twssf** '• .K*tn*t,OCtitntt.ItdSSSrilW •*»i*noauu>ifi lK<tftp0^l flifcexw '.t?UMi'..'auft*.. ifiAra :?. REaEfiven fiit^fy «=L±»jt b^w<W wuat j l(R,x)thri .,»». iccxutweito f>u>4W$ATTX<u) ^niuCTnyitiuKwnwpnitl » 3>.jt.HJHOU«M _(4WUWI ;>uuE,*cuyu>(JWftj itcjvAomuEflUfflycM w few w> tntwj I.TOW*ril.tTITEuj W.TOW ;G&attiC HjAn^tn I ECEWM: Tcun U^ifcD (DC) OCCtB,(fS-C»W-4Mll' te/14 (DC Ctt-fffito (»&!»> frA<} \ws^^tro^ew^Tw' ::^^:^:/.^:::r-T-: <QMsN§5'CQ°t>xsn> .r <OL8 z ro •~^ fs»0r-5un Sf SITE DATA INPUT I SCALE: NTS| ^S 9S§ ^ s! Ii| | li IgS ^ || u^s II I9@ ^ iw>"llx"."///^^ SHEET NUMUKili E-1 0 §s §§§ u ^ §5§o en (3) CONTROL CABLE/POWERDiAMETER: 0.78* (20 MM) CABLE(«S AWG DC TRUNKS) (3) CONTROL CABLE/POWERDIAMETER: 0.&6- (24 MM) CABLE .(SS AWG DC TRUNKS) (2) FIBER/HYSRIDDtAf^ETER: 0.3&- (tOMM) FIBER(18 PAIR FIBER TRUNKS)@235'± IOTES:VERIFY ANTENNA DIMENSIONS WITH MANUFACTURER.VERIFY RKAt. AMTEHMA MODEL WITH CURRENT VERSiOH OF THE AT&T RFD ^-KARLR. \^KRAUNA VrS06 3LUMBING DIAGRA^ (ALPHA SECTOR)ANTENNA INFORMATION CHART Sector B PLUMBING DIAGRAM (BETA & GAMMA SECTOR)I SCALE: NTS| 1 3 t§3.\N!£a a 6>tos>9 r<o ~^»sr~o01 a NOT USED I SCALE: NTS I 2 amentum 2929 ARCH STREET, STE (500PHILADELPHiA.PA 1S1EM AT&T u ^ _. b aiQ- 0 I W2QK5 {VWVJFOR CONSTRUCTIONI nil!/^•ss^ KRA1 \^1S06 %i^/%?£^^s/»/4 SHEET NUMBERiRF-2 I 0 Licensor Site Name / Number: MUSKEG WI, WI / 273492 JUi. i.. ^ /:ur' -i UcenseeSiteName/Number: Muskeg/WI3277/FA# 10131106 SCHEDULETOWER SPACE LICENSE FOR NEW SITES (Build to Suit) This Schedule is executed and delivered pursuant to that certain Master Tower Space License Agreement between Licensor and Licensee dated October 31, 2005 (the "Agreement") and that certain Build to Suit Services Agreement dated April 23, 2007 ("BTS Agreement"). AU terms and conditions of the Agreement are incorporated herein by reference and made a part hereof for all purposes. Notwitfasfanding Section 2 clause (b) and Section 3.5 of the Agreement this Schedule shall be governed by the terms and conditions of the Agreement. In the event of a conflict or inconsistency between the terms of the Agreement or the BTS Agreement and this Schedule, the terms of this Schedule shall govern and control. Upon the execution by Licensee and Licensor, Licensee hereby licenses the Licensed Premises described below and/or the installation and operation of its Equipment described herein in accordance with <he terms and conditions of fhe Agreemenf and those set forth below: License Con<hract Number: Licensee Information: Licensee's Name: Notice Address: Contact Name: Contact Number: Fax Number: Invoice Address: New Cingular Wireless PCS, LLC, a Delaware limited liability company New Cingular Wireless PCS, LLC Attn: AT&T Network Real Estate Administration Re: Cell Site #: WI3277; Cell Site Name: Muskeg Fbced Asset No: 10131106 12555 CingularWay, Suite 1300 Alpharetta, GA 30004 With a copy to: New Cingular Wireless PCS, LLC Attn: AT&T Legal Department Re: Cell Site #: WI3277; Cell Site Name: Muskeg Fixed Asset No:I0131106 15 East Midland Avenue Paramus,NJ 07652 Lease Admmistradon 1-877-231-5447 N/A New Cingular Wireless PCS, LLC Attn: Accounts Payable Re: Cell Site ft WB277; Cell Site Name: Muskeg Fbced Asset No: 10131106 12555 Cingular Way, Suite 1300 Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name/Number. Muskes/WI3277/FA# 10131106 Alpharetta,GA 30004 Licensor Information: Notice Address: Contact Name: Contact Number: Fax Number: Remittance Address: American Towers, inc. c/o American Tower 10 Presidential Way Wobum,MA01801 Contracts Manager (781) 926-4500 (781)926-4555 American Tower Dept. 5305 P.O. Box 30000 Hartford, CT 06150-5305 JUL Tower Information: Licensor Site Name; Coordinates: Licensor Site Number: Licensee Site Name: Licensee Site Number: MUSKEG WI 46-33-50 N; 91-31-56 W 273492 Muskeg WB277 License Fees and Term: License CoBamencement Date: the earlier of (i) the commencement of construction or mstallation of Licensee's Eqmpment or (ii) 30 days from the date that Licensor notifies Licensee that fhe Tower Facility is ready for fhe installation of Licensee's Equipment ^License Commencement Date"). Refer to Section 4.2 of the Agreement for tiie duration of the License Term (including renewal periods), provided that in addition to the renewal periods provided for under Section 4.2, the License Term shall be further extended automatically beyond the Third Renewal Period for five (5) years (tfae "Fourth Renewal Period") unless Licensee has given notice to Licensor Ifaat it does not wish to extend the License Term and such notice is given at least one hundred and eighty (180) days before the Fourth Renewal Period is scheduled to begin, and the License Term shall be further extended automatically beyond the Fourth Renewal Period for five (5) years (the '•'Fifth Renewal Period"') unless Licensee has given notice to Licensor that it does not wish to extend the License Term and such notice is given at least one hundred and eighty (180) days before the Fifth Renewal Period is scheduled to begin. Notwithstanding anything to the contrary in the last sentence of Section 6.5 of the Agreement, commencing on the aaaiversary of the License Commencement Date and on each anniversary thereafter, the License Fee shall be increased by an amount equal to two and one-half percent (2.50%) of the immediately precediog year's License Fee. Licensee Equipment Information: Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name / Number: Muskeg / WD277 / FA# 10131106JUL ,^ Licensee's Equipment, Frequencies and Channels and the identification of the Licensed Space at the ; Tower Facility are described m Exhibit A. which is incorporated herein by reference and made a part hereof. The precise frequency information shall be provided for informational purposes only. Site Drawings pursuant to Section 8.2(h) of the Agreement, includmg the location of Licensee's Equipment within Licensor's building or shelter (if applicable) shall be attached hereto as Exhibit B. As-BuUf Drawings pursuant to Section 8.2(h) of the Agreement shaU be attached hereto as Exhibit C. Other Provisions: • All Licenses for Tower Facilities located in the state of Florida shall include the following provision m this section: "Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantifies may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit" • All Licenses for Tower FacUities located in the state of Texas shall include the foUowing provision in this section (must be caps, bold, at least 10 point type): WATVER OF TEXAS DECEPTIVE TRADE PRACTICES ACT. LICENSEE SPECIFICALLY ACKNOWLEDGES AND AGREES THAT FT HASKNOWLEDGE AND EXPEMENCE IN FINANCIAL AND BUSINESS MATTERS TBAT ENABLE IT TO EVALUATE THE MEMTS AND KISKS OF ITS TRANSACTION WITH LICENSOR, AND THAT IT IS NOT IN A SIGNIFICANTLY DISPARATE BARGAINING POSFTION WITH LICENSOR. LICENSEE HEREBY WATVES ALL ITS RIGHTS UNDER THE TEXAS DECEPTIVE TRADE PRACTICES - CONSUMER PROTECTION ACT, SECTION 741 ET. SEQ. OF THE TEXAS BUSINESS AND COMMERCE CODE (THE "DPTA"), A LAW THAT GWES CONSUMERS SPECIAL MGHTS AND PROTECTIONS. AFTER CONSULTATION WITH AN ATTORNEY OF CUSTOMER'S OWN SELECTION, CUSTOMER VOLUNTAMY CONSENTS TO raiSWAWER. * AU Licenses for Tower Facilities located m the state of North Carolina shall mclude the followmg provision: "Prior to the commencement of any Work to be performed in the State of North Carolina by any contractor or subcontractor retained by Licensee (directly or indirectly). Licensee is solely responsible and liable to Licensor for the delivery to Licensor of a certificate from the North Carolina Industrial Commission stating that such contractor and subcontractor have each complied with G.S. 97-93 of the North Carolina General Statutes. * Additional provisions (including, without limitation. Administrative Fees) may be inserted here on a site-specific basis. Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name / Number Muskeg / WI3277 / FA# 10131106 Agreed to and Accepted by: LICENSEE: New Cingular Wireless PCS, LLC, a Delaware limited liability company By: Its: By:_ AT&T Mobility Corporation Manage ^ c., Name: Scott A. Root Title: Manager, Network Implementations Date: '3-^~~'/0 Agreed to and Accepted by: LICENSOR: American Towers, Inc., a Delaware limited liability company, a wholly owned subsidiary of American Tower Delaware Corporation, a Delaware corporation By/ Rossi Tit}fe^yice President, Cont-act Management Date:^-7^o Th!s Schedule does not constitute Licensed Space until completed and executed by both parties. EXHIBITS ATTACHED HERETO: Exhibit A - Description of Equipment Exhibit B - Site Drawings Exhibit C - As Built Drawings Exhibit D - BTS Agreement Provisions Exhibit E - Minimum Commitment Acknowledgement Form Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name /Number: Muskeg / WI3277 / FA# 1013 1106 EXHIBIT ADESCRIPTION AND LOCATION OF EQUIPMENTn )'') i"i''/ i^ .-'' See attached. IX s in \»ISIIS i Ix 1-1101 21 IX §? IJI 1^11 s.!1 Itsf! i5*' i5 Licensor Site Name /Number: MUSKEG WI, WI/273492 Licensee Site Name /Number Muskeg / WI3277 / FA# 10131106 EXHIBIT BSITE DRAWING To Be Provided By Licensee awntWM WtWWWt 0 1^-JL VSStftfff 'W^IWf *jtow*Kttm{» nm**t¥»ri B Z S j"S3llffl 11n 5oun ffl"i y 1.U3MS3M;ioettvi3iuia(t«i(EBMs»amioiK3«iyawocxi wo v w iiwu a nv sieHto/aossvoiussonamsximiuwia3TBTOnkfV 3M1 MVtU USiiO riOOMIidftSKSMWt lOWn VOW HI ISWISHS»'Wl»NrUSUlUtU/UUil3Aa3!ail fiwwue.'w^ uiyvoima^niaNNayj TttWXtf^WHM-lMMfrWW^ttt-WtiUfOMtKtt>iA»ttuun*urt .®^%!"wss" i»(UCH»atWiTWitaWKWWUlBlTWCWwmuwvjow&ocnwnootwsewwi»K>OONOoimn»IOSBm3tfcl33WS8<»BHa»veivinwstaowa '.at/oujEwasc+uxrd 'OdNI AJ.I-IIJ.P meecmnwsi-lMi-waMWWIWSStM M90WWAwnoocnsuw?S3USXHJOHMOIiws'niriw MOUOMtHMMtlWKISM••namwOMsw .r»in)ouwireaw»x)oM.BMMf.nStCDN .wot-.rc'.^ uvi(wena io0noitn'<io»< ot ^rerewiEfliitwamoiiannwinsTCTHdsiswmwwtwswWWHOMSUOIU WU8HU4VJumWOIS (Kwm'uiAimoawoiKwirustooiNasviotisswavnHMSUOOtM :Nau.vt/uuadNi J-aamud £WiKWhWtUWWWllSfXUH-MaieMo'cmMWwim-wnan(amauKtmOTi's.'nwufisiwaamwww's am-wixamicwswoaiyNOiuwoiyiOUOM iianrtMtWmnoaiOTaims unoruiiBiv. 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R-2 DEED! VOLUME709, PAGE 124DOC. NO. 43M60 v/4z* /mnawfey-^t^^-^yt-ap~/^j eif'aev'^w iWMsnyainnfHewn i •wjsasw^ mr/msm -LEGEND- o - 1" X 24' BOX PIPE SET• - 1' IRON WE FOUND- 8' NAIi. SET" CWMTt MONUMENT FOUNDB • THEPHONE PEDESTALB - EUBTRIC TOANSFORMER-T- " BURIED TELEPHONE..—, >= PROPERTY UNE BENCHMARKJNEQBUAHOH.STE BEHCHUARKl (BM A)SET f NAN. IN SOUTH FACE OF IfOAK THtEi *!' ABOVE CROUflO IEVO.ELEVAHOH; 110M" tnit*.|CN*,hnl«ni^fn»«^r«H«al«<>«nn>K*rlu<f*B«in,«nli*«dt»rBUanmti»R iwmv»<w»witi.wienwA.wioMiw^umiwSfnfftHU«k»a>tw>»U£.c«fl'»t«llh>« »"•>*! *.fSmiMtSaiinWHHswmH»ribKbl«IKTh»Ufnlt«t>t iwvaw,-tif-asf-^-^-w-fs-j w-asf-jvswMffmt/renwKMSVW / a^suuv^ inrmsav ww:.^.._.._t..«.,_... PROPOSED TOWER BASE) LMTIUDE W-3y-48.44"j r~.jLONOIWOE! 91-M'-57.9y(P<r Ntrth Am»rfean DalUtn of Ground BvwVw. ItOB.t' ,, , ^ _ ""•(P«r Hdttmd Cuxhtle Verttcd Ootum of • •aCWHUEOfTHSlmtKSTOKt ^<t...a* sssssssssITSWUUUWIWCO GRAPHIC SCALE «a o IM no 1 Inch - 200ft. SITE ADDRESSUESTLUND WUOIRON nun. w S41M7MERIDIAN SUKVEyiNG.tLC M»774n*>u 1Hon** Hi Mm Off;m •M-H3-CMIuo-an-du? SITE SURVEY AT&T MOBILirr BBNS A PART OF THE SEI/4 OF THESW/4, SECTION 10. T.47N., R.BW.,OF HUGHES,_BAmELO COUNTY,WSCONSN SW/4,'01 ~^fe::M]^r fMuntUft«<«»<uut1»««>«h»Mrk»l[i*»Mn«l»iN<n*)Klt»FaK«u«nhi»n. BwwrtxracsmnuTE HUMvtSwGlwiifSMSiittSa.i^itai'Mi•(OUWblI—LtkdlbKllnNCTfrtHrttalW. *»•». 'g^<ssyuw'wwtw -LEGEND- 1" X 24" IRON PIPE SET1* IBCN PIPE FOUHO8" NAN. SETCOUNTY UONUUENT FOUND TELEPHONE PEDESTAI.ELECTOC 1BANSFORMERBUfflEO TELEPHONEPROPERTY UNE GRAPmC SCALE» N 1 heh - 60 ft, i?i -?32:aX.__^UBS. 9- i S3SJ a^"s"' /-!S35?°> Hi''"-1"'"^ ^ ;„,„.„, »»-. ^ j^«?r^-tsi i3^-4-^—r?s"£if jj &-BM^:WJ(-7—,5^w jj^ ^•^S,!t^_^_._J.ffis£j en. a» var unun (uuW3MEWWESS WSSWDft tamum k''Rff^--s?v-t—r- ^?L—0-»_,_J.i,.»fT »—"i.w- «s^^ I GRAPHIC SCALE It 30 » t Inch - 30 ft, tBAss?AHca, Aprt<<fc8nilt»«it(IuKUr(SBtM)i)flk<Soi»hm»(<»»itt»(SWW)orSt«ii«nr(n(mTm^p Fu^Sim (4»> 1^ B^WM ®W^ Tnm cflfaibti, IHytkld Cwiny,'WlKMl^»(«uli^MWllinnfeil(l)AUwa)cflii«t»i>dWi»<Mnn>dli»T Ciaint»^«tl^SciuUQuuti«C«iiiuofuldStdkalO;llNN»N^^'-irWMt<l&aiIantUMB«udlHiM«rfl«l8Wlrt«fNl<8«ctlnnH)idiai«eNnr^MrBH>UAl»«Hs(t<»«tol«Tbqiniat: dwniNtr.ar-ai'wauuaN; ii>8nc*»r^z;wB«iMB(»«(;itianu (ta'-iT'.omM.<»I^^^I^n«SO)^a•!9^W<»^ta!fN)lI^f<>l^tat(<tlu^*(.ttn»•»ycct*>uyI«^IllWUWQUult Aud yNtttfCiiOAIt AfftCOhL M roOTWTOB UTILnYANO mORBSSnBRBSS BASBMBW Aprt*<llaSciuflKrtO»«U(ffilM)^toS<^»W<>«k»(SW)^i>f8«dl^Ti>»nAlpri»»&mn(«))*»^X«nrt)iii«(>}W«^Tinm«fHrfiM,Bv(WilCt<»y,Wl»^ «ud^ WU >q«n IW ^S.™) rftod-d tA» IS aiek •U. rfwi p»uM tot)»fBltovlB(<iauft«ltot- CaBol<<i«lii||^lli«Sa^<»iinaO«W6ri^B«UwII>;ilMMN«y^^ir^BitSeiritllwoffiu BWW wuw »(<tian 10; iliemlW^s'-n-B l0t»^> fcti;l>w«MI'.W-SrS lO.Wtw.SmssStf-ST-Vl-n l!WHWh«Mp*tia!ls^t^*mx801«.lT.»*WM.I»*rt;ll>aic«Nt8«^r<l'W4S»fcct*>»po»ithmln«fl<rnl»imlftTolrt•A^IbimWt'^r41'W4iAOft«l;ttM«>»l'-2r^rBaA)Mtoai<p<*it<i(hiatn«ttoli.Alnb.tl«>lo»«IMMh>ht'A^,<kn«.Mr.MyyW SUM tsts«m»SSy-<V-WV ISW.WfcdtoipAia«l)i«}»»iflilb««rW«dndIlMda«flk«)>ohlofteiri11<» an ADDRESS:iBsiumo »OMmm WVCT, w UM7I MERIDIAN SURVEYINQ.LLC U«n»rin, • ftttdt SITE SURVEY AT&T MOBIUTY BBNO A PART OF THE SE1/4 OT WESW/4, SECTION 10, T.47N., R.SW.,TOWN OF HUGHES. BiWlELO COUNTY,WISCONSIN J.O. fWiW C.A.K. .UMK SfSS~B497 „» 4-H-O "°f*n*> "-'< » " 2 ir S Licensor Site Name / Number MUSKEG WI, WI / 273492 Licensee Site Name / Number: Muskeg / WI3277 / FA# 10131106 EXHIBIT E Minimum Commitment Acknowledgement Form By executing this Minimum Commitment Acknowledgement Form, Licensee and Licensor acknowledge fhat this Schedule is being executed in satisfaction of a portion, of Licensee's Minimum Commitment set forfh in that certain Site License Modification Agreement executed the 31st day of October, 2005. American Tower Site Name: American Tower Site Number: MUSKEGWI 273492 Cingular Site Name: Muskeg CingularFuced Asset Number: 10131106 Agreed to and Accepted by: LICENSEE: New Cingular Wireless PCS, LLC, a Delaware limited liability company By: AT&T Mobility Corporation Its: Manager By:.fi- 'f Name: Scott A. Root Title: Manager, Network tmplementations Dat. 3-5-^<9 Agreed to and Accepted by: LICENSOR: American Towers, Inc., a Delaware limited liability company, a wholly owned subsidiary of American Tower Delaware Corporation, a Delaware corporation Rossi e President, Contract Management ^73^ Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name / Number: Muskeg / WI3277 / FA# 10131106 payable as a result of such Excess would be equal to: (.67 multiplied by .083 multiplied by two (2)). c. Nothing contained in this Section II will be deemed to permit Licensee to effect an Excess that would cause the Tower's failure, on an aggregate basis, to comply witfa relevant engineering structural standards generally applied to communications towers, in Licensor's reasonable discretion. d. The increase m the License Fee in connection with any mcrease in the size of the ground space utilized by Licensee beyond that which is shown on Exhibit B to this Schedule shall be as agreed upon by Licensor aad Licensee. Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name / Number: Muskeg / WI3277 / FA# 1013110602202b -^ EXfflBlT D BTS Asreement Provisions Notwithstanding anything contained in the Agreement the following terms and conditions shaH govern and control with respect to this Schedule. I. Additional Definitions. a. Licensees Maxunum Equipment - has the meaning assigned to such term under paragraph 6.2(a) of the Agreement. b. Reserved Capacity - means the total amount of structural and wiad-loadmg capacity of the Tower, under generally accepted engineering standards applied to communication towers, that would be utilized by the installation within flie Licensed Space of Licensee's Maximum Equipment with a low profile mounting platform applicable to such antennas. c. Run Path - means the path from the Licensee's ground space, as shown on Exhibits A aad B to this Schedule, to and up the Tower to the Tower Space and available for use by Licensee for Licensee's cables linking and connecting such ground space and Tower Space. d. Tower Space - means that portion of the Licensed Space on and around the Tower as shown on Exhibits A and B to this Schedule. II. Cfaanees to Equipment, Frequencies and Ground Space. Notwithstanding Section 6.3 of the Agreement: a. Licensee may from time to time during the Term add to, replace, substitute or modify its frequencies, the antennas mounted within the Tower Space and coaxial cable installed within the Run Path pursuant to the terms of Section 8 offhe Agreement, mcluding without limitation the prerequisite that a NTP be issued prior to Licensee's commencement of such addition or alteration, and that this Schedule be duly amended to reflect addition or alteration, prior to fhe performance of same. If, after givmg effect to Licensee's addition or alteration, the structural and wmd-loading capacity of the Tower utilized by Licensee would be equal to or less than the Reserved Capacity, Licensee may implement the same without the obligation for any increase in the License Fee under this Schedule. If, after giving effect to Licensee's addition or alteration, Licensee will utilize greater than fhe Reserved Capacity (such mcremenfal amount over and above the Reserved Capacity being referred to herein as an "Excess"), then the amendment to this Schedule reflecting such addition or alteration will include that Licensee will pay to Licensor from and after such installation or alteration and for so long as such Excess exists, in addition to any other amounts payable under this Schedule, a monthly amount computed as set forth below. The following formulas were created by allocating 2/3 of the license fee to space on the structure (.67) and 1/3 of the additional rent to ground space (.33). It also was created assuming a standard 12 antenna installation where each antenna occupies 1/12 of the Reserved Capacity (.083). b. If Licensee's new or modified antennas cause an Excess, then such amount will be equal to: a) .67 multiplied by .083 multiplied by the number of new or modified antennas directly causmg the Excess. By way of Ulustratioa and not limitation, if Licensee were to replace 12 original panel antennas with 10 new and modified antennas which, because of weight or wind-loading, result in an Excess, but eight (8) of which would not cause such Excess, then such amount Licensor Site Name / Number: MUSKEG WI, WI / 273492 Licensee Site Name / Number: Mnskeg / WI3277 / FA# 10131106 EXHIBIT C AS-BUILT DRAWINGS To Se Provided Ky Licensee ? 5 0 I 11? i fn f,!Site Name: Muskeg,WI [J [| ,j;|| •? 1 Ofr^ /L','Site Number: 273492 uu UUL c ' '' u/') c/ AT&T Sife InforroatioB: FA#10131106/WI3277 D .,,„.•;„,.,,.> _Co. Zoning Dept, ASSIGNMENT AND ASSUMFTION OF OFTION AND LEASE AGREEMENT THIS ASSIGNMENT AND ASSUMPTION OF OPTION AND LEASE AGREEMENT ("Assignment") is made and entered into as of this ^ day ofJQQCU^_, 20 (0 and effective as of the latter of the signature dates below ('Transfer Date") by New Cingular Wireless PCS, LLC, a Delaware limited liability company, ("Assignor"), to American- Towers, Inc., a Delaware corporation. ("Assignee"). Prelimmarv Statement On the 25 day of June, 2009, Michael L. Masterson and Susan A. Masterson, husband and wife ("Owners"), as landlord, and New Cingular Wireless PCS, LLC, a Delaware limited liability company, as tenant, entered into that certain Option asd Lease Agreement dated the 25 day of June, 2009 (the "Ground Lease") (attached hereto and incorporated herein as Exhibit A) for that certain parcel of real property ("Real Property") located at 4345 Westlund Road, Iron River, County ofBayfieId, State of Wisconsin 54847, wiuch Real Property is more particularly described in the Ground Lease. In consideration of the mutual covenants contained io this Assignment, and ofher good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Assignor and Assignee hereby agree as follows: 1. ASSIGNMENT. As of the Transfer Date, Assignor hereby assigns and transfers all of its rights, title, claim and interest in, to and under the Ground Lease to Assignee and its successors and assigns. Assignor will indemnify, defend and hold harmless Assignee, its successors and assigns and their respective agents, employees, directors and officers from and against any claim, damage, loss, liability, obligation, demand, defense, judgment, suit, proceeding, disbursement or expense, including reasonable attorneys' fees or costs (including those related to appeals) of any nature whatsoever (collectively, "Losses and Liabilities"), arising out of or in any way related to the Ground Lease prior to the Transfer Date or which arise out of or are in any way related to the Ground Lease after the Transfer Date on account of any fact or circumstance occurring or existing prior to the Transfer Date (except with respect to Ground Lease obligations that accrue on or after the Transfer Date). This Assignment is made in accordance with the terms of Section One I (d) of the Ground Lease. 2. ACCEPTANCE OF ASSIGNMENT. Assignee, as of the Transfer Date, hereby accepts the foregoing assignment of the Ground Lease and agrees to assume all of Assignor's obligations under the Ground Lease which obligations arise from or relate to the period after the Transfer Date. Assignee will indemnify, defend and hold harmless Assignor, its successors and assigns and their representatives, agents, employees, directors and officers from and against any and all Losses and Liabiiities arising &om or in any way related to the Ground Lease on and after the Transfer Date except for Losses and Liabilities which arise from or are in any way related to the Ground Lease after the Transfer Date on account of any fact or circumstance occurring or existing prior to the Transfer Date. p, I? ffil Site Name: Muskeg,WI Site Number: 273492 AT&T Site Information: FAS10131106/WB277 E ^ Bayfield Co. Zonina Dfinf 3. RECORDATION. Neither party shaU record this Assignment. A Memorandum of Assignment in substantially the form attached hereto as Exhibit B may be recorded in place of this Assignment by Assignee. 4. ATTORNEYS* FEES AND COSTS. In the evenl of any litigation or arbitration between Assignor and Assignee arising out of this Assignment, the prevailing party will be entitled to recover all reasonable expenses and costs incurred in coonection therewith, includmg reasonable attorneys' fees and costs but excluding any consequential, mcidental or indirect loss or damage (including, without limitation, lost profits), whether or not based upon events givmg rise to indenmification hereunder. 5- BINDING EFFECT. This Assignment will be binding on and inure to the benefit of the parties herein, their heirs, executors, administrators, successois-m-interest and assigns. 6. GOVERNING LAWS. This Assignment will be governed by and construed in accordance with the laws of the State of Wisconsin without regard to principles of conflicts of laws. 7. COUNTERPARTS. This Assignment may be executed in two or more counterparts, each of which will be deemed an original, but all of which togefher wUl constitute one and the same instrument. 8. SUPERSEDING AGREEMENTS. In the event any term hereof conflicts with the terms of the Ground Lease or the certain Build to Suit Services Agreement between Assignor and Assignee dated as of April 23;, 2007, the terms of this Assignment shall prevail. SIGNATURES TO FOLLOW ASSIGNEE: American Towers, Inc., a Delaware corporation By:. Printed Name: Its: Sn Vice President of Leasing Operations Date: Steve Vondraa n ,1?^1^ JUL21202D iuj Co. Zoning DeDt. ^ E ^ [5 11 ^ Site Name: Maskeg.WI I HI Site Number: 273492 ii IS /.. . : • AT&T Site Information: FA#1013H06/WI3277 Bavfielc; Co. Zonu'g ueo' THIS ASSIGNMENT has been executed by Assignor and Assignee effective as of the Transfer Date. ASSIGNOR: New Cinguiar Wireless, PCS, LLC By: AT&T Mobility Corporation Its: Manager By: ^a a ^o Printed Name; Scott A. Root Its: Exfi&utiveMaaaaer-Network ImolementationsDate:_3 ' {~[ ~ < 0 ASSIGNEE: Americail^owers, Inc., a Delaware corporation By:. Printed Name: _JiSon D. HJrsch Its: _ Vice President LanS-Management Date:_ V Site Name: Musfteg, WI Site Number: 273492 AT&T Site Information: FA#1013HO<SAVU277 in) I? ip f?n is (^ g f^ J^L 2 ] ?Q9. IU! 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'"- (S=2 ^ (?3 ^Fin] -^SD Prepared by and Return To: American Tower Coiporation 10 Presidential Way Wobum,MA 01801 Site Name: Muskeg,WI Site Number: 273492 Parcel or Tax ID#: 04-022-2-47-09-10-304-000.2000 Cross Reference Deed Book 709 at Page 124 and in Book 639 at Page 1 1 Memorandum of Assignment This Mlemorandum of Assignment is entered into on this "? day of PTSQ^I, 20 10 aad effective as of fhe date of latter signature below, by and between New CinguW Wireless PCS, LLC a Delaware limited liability company, ("Assignor") and American Towers, Inc., a Delaware corporation ("Assignee"), 1. Assignor (as tenant) entered into a Option and Lease Agreement, dated June 25, 2009, (the "Lease") with Michael L. Masterson and Susan A. Masterson (the "Property Owner"), regarding a portion of such land and/or hnprovements of the Property Owner as described in the Exhibit A attached hereto and incorporated herein. 2. Assignor and Assignee entered into an Assignment and Assumption of Option and Lease Agreement (fhe "Assignment") of even date herewith, whereby Assignor transferred, assigned and conveyed its interest in the Lease to Assignee. To the extent the Property Owner's consent to such Assignment was required by the Lease, Assignor has obtained such consent. By virtue of the Assignment, Assignee has succeeded to all rights and obligations of the Assignor under the Lease. The -terms, covenants and provisions of the Lease extend to and are binding upon the respective successors and assigns of Assignor and Assignee. 3. This Memorandum of Assignment is intended to give record notice of both the Lease (to the extent notice was not previously recorded and is not prohibited by the terms of the Lease) and die Assigmnect and of the rights created thereby, all of which are hereby ratified and confirmed in all respects by the parties hereto. IS ^ /?^ £ ^ ^E 0 "' €i ' ?0^ IIJ/ 33Ney r;. -uninr:y Uenf ASSIGNEE: American To-wers, Inc., a Delaware corporation "Steve Vondran By:. Printed Name: Its; Sr. Vice President of Leasing Operations Dale:. ^-^-^~7 ' COMMONWEALTH OF MASSACHUSETTS COUNTS OF MIDDLESEX day of n^ ) }ss.) _, 20\0 , before me, the undersignedOn this notary public, personally appeared Stev^ Vondran, Sr. Vice President of Leasing Operations of American Towers, Inc., a Delaware corporation, proved to me through satisfactory evidence of identification, which were MASSACHUSETTS DBJVERS LICENSE (wmw <>fidennfjwiion> to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. c\SU^ULCLJlohAJL.QLA->cl Not Printi My cdmfaission expires "V.as\c^ .Q Ch^n^n^ ^ff^-f)^.e: IN WITNESS WHEREOF, the parties have executed this Memorandum of Assignment as of the date of the last party to sign. ASSIGNOR: New Cingular Wireless, PCS, LLC By: AT&T Mobility Coiporation Its: Manager ^-(2^oBy:. Printed Name: Scott A. Root Its; Macaser-Network Implementations Date:_ H -^ -72) ASSIGN Amencari^Qwers, Inc., a Delaware corporation By:. Printed Name: _Jason'SL Hirsch Its: Vice President. Land ManagSmentDate:_N."Y ACKNOWLEDGEMENTS TO FOLLOW /'""y /d ;/ ~^%/^ /7n(^/>i /^F r^^ I!]]!/// V Upi,f STATE OP fi-l'1^6^ COWTTYOF J^Kt^R.1 Before me, ^/<^A€>t- &l*AUfcJ^_the -undersigned, a Notary Public for the State, personally appeared Scott A. Root, who is the Manager-Nefwork Implementations of AT&T Mobility Corporation, as manager of New Cingular Wireless PCS, LLC, A Delaware limited liability company, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instmmeot and acknowledged to me that _he executed the same in his/her authorized capacity, and that by his/her signature on the instrument, the entity upon behalf of which the person acted, executed tfae instrument WITNESS my hand and official stamp or seal, this ^^ day of V\A^i-H _______ , 20 /<? . MICHAB.BBBBCMYCQMMISSIOtiIAPRIL 9.2012 Notary Public Print Name:,-,,^46.0 ft^A^fe^. My commission expires 3,^ re ns u Memorandum of Assignment EXHIBFT A Legal Description The Property is legally described as follows: SXTOKCE IN TBE aX»Tr O? BATyjEE.0, STATE OF WISCOiNSdi A. PARCEL OF XAKB LOChTED IN THE SOOTHEAST QURS.TER OF THS SOOSHWEST Qa3?TER (SE 1/4 CT 1/4), BBCTXCN TEiST (10), TOiWISHIP FOETT-SBVENr {4-7) SaEN'B. 3E%NGENINE (9) WEST, BOONDED am> DSS€Sl3BBD ftE PQLLOWS; CO?3ENeXW3 AT THE S % COBMER 07 S2M& SBCTTONf 10,' 'H!SHCB S; 89B42'30" W. ALOMG THE SOOTH MBEB OF 'ffiE e^TIOSr 456-6S yBBT; THSBCB B. 0°09»3fl' B., 6&7.91 PBST TO TOE poiar OF BESCTonrais. TKENfCB N. 6Sfl58'ia' W., 572.00 SBBT TO A MESMiIDER co/easBS as THE SKffSEsas BBOB w A SMiffiL STREBM; TBEaacE s. zs0*?*??" E. aLCNG A MB&NQER T.1SB, 698.04 FEBT TO & POTOSTE ON -iCHE NORCH LISB <3? TOE KHOT; THBNCE NT. 69°54' E. J&C»3 SAID BOSTH M3E, 270.00 FBST? THSHCE S. 6<>eS'30* »., e2S.2S PSET TO THE POZNT OF SSSSSSlSHG. JSCLV6ISG KS. ISSDS I.T2KG BETHCTN THE ABOVE DESGRISED MiBMSDBR I.INB AND THS WBTER'S BDG3 OF A SM?I> SSRKhM. ALL OF THE SOOTKWEST QQUWTER OF CBS SOO-EKmBST CaASTER (SW 1/4 SW 1/4} AND TSSSE PART O? THE SOTHHEilST QOftREBR O? THB SOOTHWBST QOiUiTBR (SB 3./tt SW 1/0 , SBCFXON TEN UO), TOWRSKtF FORTir-SBWN (47) TSKfKEa., WISE TS1SS W WEST/ LYIHG WSST OP TK2 VKffER'S EDGB OP A SMMA fiTEEaM. AT&T MOBILITY AGENT AUTHORIZATION I Laura Hoye ., authorize the following personal from Scout Services to act as an agent for AT&T, to apply for necessary permits pertaining to AT&T'S Modernization project in the States of Wisconsin and Illinois. • NicoleShehan • JP Langhenry • Connor Callahan • Dab Waddell /^u^m, f^iAA^ym^ ^e-i. AT&T Signature ~v r»"If i/sil ir WII-03277 ^ ,,;, .. ,. ^ ill/ir). IU] Sayffg^; p AFFIDAVIT OF AUTHORITY ^ """• ^onina Dent (Corporation, LLC, etc.) PURPOSE. This Affidavit of Authority is used to certify the indh/idual submitting an application is authorized when the property is owned by a corporate/business entity. STATE OF WISCONSIN ) )ss.BAYFIELD COUNTS ) The undersigned affirms and states as follows: 1. Address of Subject Property: 4345 WESTLUND ROAD IRON RIVER Wl 5484.7 2. The Subject Property is owned by: MICHAEL L & SUSAN A MASTERSON (Name of Company) 3. The name(s) of the current President or Managing Member 4. I certiiy 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 BayfieM County Zoning Department concerning the Property described in paragraph 1.1 further certify that the information and statements made wilhin this affidavit are tme, accurate, and complete to the best of my knowledge. 5. I am authorized by the above-named Company to apply for and bind the Company 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 pereon(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 applicatton. Dated: 7/17/2025 „. __„.-„.. ,.-^ Laura Hove SubscHb.edi@pd sworn to beforgflae thisday of^V^Qr 20^ Print Namea^ ^>^^_ ^ ^-e<^_ i Notary Public, lA^I-^C^.--^ "'"County, WaewwM-Hl^Wf^ My commission: (^[^ OFFICIAL SEALNICOLETSHEHAN NOTARY PUBLIC, STATE OF ILUNOtS MV COMMISSION EXPIRES: 06/290026 PROCESSING INFORMATION INITIAL PROCESSING. Once the department receh/es 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. ;\ .11•'1: y ..in •£^t'pteb exiTOI!II ...... nr, Zorwa DeptBavfiei0uu—u""":; Bayfield County, Wl 7/1/2025,1:47:24 PM A/'"? Wetlands I_i Approximate Parcel Boundary Rivers RoadType — Town Building Footprint 2015 Building 0.01 1:881 0.02 0.04 ml 0,02 0.04 0.07 km Bayfieid County land Records Department Bayflekl County Zoning Applicationhtlps://maps.bayr[etd(»unty.Wi,9ov/?oningWAB/ Bayfield County, Wl 7/1,2025,1:47:45 PM Ate'? Wetlands I_I Approximate Parcel Boundary Rivers Road Type S3S Lakes — Town Building Footprint 2015 Building 1:1,762 0.02 0.04 0.08 mi 0.04 0.07 0.14 km Bayfield County Land Records Department Bayfietd County Zoning Applicationhi!p5://niap^,bayfieidcounty,wf.gov/2'on[nQWAB/ 7/1/25,1:48PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 7/1/2025 Property Status: Current Created On: 3/15/2006 1:15:30 PM Description Updated: 9/16/2004 Ownership Updated: 3/15/2006 Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts 18286 04-022-2-47-09-10-3 04-000-20000 022102707990 (022) TOWN OF HUGHES S10 T47N R09W 4 PAR IN SE SW IN V.564 P.375 & 639 P.ll (INCL PAR W OF STREAM) 18.000 25.465 1 Yes (F-l) Forestry-1 116 Updated: 3/15/2006 1 04 022 163297 001700 ~»^ Recorded Documents STATE COUNTY TOWN OF HUGHES SCHL-MAPLE TECHNICAL COLLEGE Updated: 3/15/2006 MICHAEL L & SUSAN A MASTERSON IRON RIVER WI Billing Address; MICHAELL&SUSAN A MASTERSON 4345 WESTLUND RD IRON FUVER WI 54847 Mailing Address: MICHAELL&SUSAN A MASTERSON 4345 WESTLUND RD IRON RIVER WI 54847 Site Address * indicates Private Road 4340 WESTLUND RD 4345 WESTLUND RD 4450 WESTLUND RD Property Assessment IRON RIVER 54847 IRON RIVER 54847 IRON RIVER 54847 Updated: 7/28/2011 2025 Assessment Detail Code Acres Land Imp. Gl-RESIDENTIAL 3.000 14,000 199,300 G6-PRODUCTIVE FOREST 15.000 24,000 0 2-Year Comparison 2024 2025 Change Land: 38,000 38,000 0.0% Improved: 199,300 199,300 0.0% Total: 237,300 237,300 0.0% Q CONVERSION Date Recorded:492-334;564-375;709-124 Property History N/A https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=18286 1/1 maunain minimum ^ Tflet clearance Trom all antennas, Do not stop in front of antennas* Use personal RF monitors while Working near antennas. Never operate transmitters without shields during normal operation. Do not operate base station antennas in equipment room. Contact ATC NOC at 877-518-6937 for further informat(on. 6KU wsm I I _^NOTICE: n FEDERAHY PROTECTED BIRO NEST IS IOCUTED AT THIS TOWER FACILITYABSOIUTEIY NO WORK CflN OCCUR WITHIN THIS COMPOUND WITHOUT PRIOR APPROVAL FROM ATC S ENVIfiONMENTAl COMPUftNCE TEflM. DIRECT ANY REQUESTS TOPERFORM WORK AT THIS FACIUTY TO 877.UTC.SITE I I .r Emily Macgillivray From: Njcole Shehan <nshehan@scoutservices.com> Sent: Monday, July 21, 2025 8:53 AM To: Emily Macgillivray Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) Attachments: REDACTED 7760538.Assignments.03_04_2010.pdf Hi Emily, I received the lease for the property at 4345 Westlund Ave. Please let me know if you need anything else or when fees are due and payable. Thankyou, Nicole Shehan Senior Project Manager 0 I 630.366.0995 490 Quail Ridge Dr. Westmont. IL 60559 SCOUT S'E RVI C€ S^9.^ LICENSE. PERMO; REGISTRATION. WE GET IT. FIND US ONLINE Visit us at www.scoutservices.com From: Emily Macgillivray <emily.macgillivray@bayfieldcounty.wi.gov> Sent: Thursday, July 17, 2025 12:14 PM To: Nicole Shehan <nshehan@scoutservices.com> Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) Hi Nicole, Thanks' I've added the affidavit to the Westlund application. Whenever you're able to locate the lease agreement and send it to me, I can move approve the application. If you have any questions about the other address, please Let me know! Kind regards, Emily Macgillivray (she/her) Assistant Zoning Administrator Planning and Zoning Department Bayfield County 117 E 5th Street, PO Box 58 Washbum, WI 54891 Phone:715-373-3511 emilv.macgillivravf2)bavfieldcounty.wi.gov Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoningcabayfieldcounty.wi.gov or 71 5 373-6138 with any questions or concerns. From: Nicole Shehan <nshehan(a)scQytservices^ Sent: Thursday, July 17, 2025 11:55 AM To: Emily Macgillivray<emilv.macgillivrav@)bavfieldcounty.wi.goy> Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) Thanks, Emily. I am attaching the affidavit of authority for the Westlund site. We still do not have the lease you are requesting. It also turns out that I will have 4 more addresses that might be within your jurisdiction and I am working on making sure that we have everything needed at the time of submittal. Thanks Nicole Shehan Senior Project Manager 0 I 630.366.0995 490 Quail Ridge Dr. Westmont. IL 60559 SCOUTS E'RVI C £$ LICENSE. PERMIT. RECISTRATION. WE GET IT. FIND US ONLINE Visit us at www.scoutservices.com From: Emily Macgillivray <emilv.macgillivrav@bayfieldcountv.wj.Roy> Sent: Thursday, July 17, 2025 10:10 AM To: Nicole Shehan <nshehan@scoutservices.com> Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) Hi Nicote, Sorry for my delayed reply—it's been a hectic week! Yes, I will also be the inspector for 67800 Hart Lake Road. Just a reminder that before I can approve the application forWestlund Road, I need the following: » The lease agreement between American Tower Corporation and Michael and Susan Masterson. I checked the original Conditional Use Permit that was issued in 2009 to see if I could find a lease agreement between the Masterson's and American Tower or AT&T, but I didn't find anything. • An affidavit of authority for Laura to act on behalf of AT&T. I attached a template of our affidavit of authority. Thanks! Emily Macgillivray (she/her) Assistant Zoning Administrator Planning and Zoning Department Bayfield County 117 E 5th Street, PO Box 58 Washbum, WI 54891 Phone:715-373-3511 emily.macgillivrav(%bavfieldcountv.wi.gov Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoningObayfieldcounty.wi.gov or 71 5 373-6138 with any questions or concerns. From: Nicole Shehan <nshehan@scoutservices.CQm> Sent: Monday, July 14, 2025 2:23 PM To: Emily Macgillivray <emilv.macRillivrav(a)bavfieldcounty.wi.goy> Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) Hi Emily, I have another site that will be upgrading antennas, and I wanted to confirm if it is in your jurisdiction for permitting. The address is 67800 HART LAKE ROAD, Iron River Wl. Please let me know and I will start gathering the documentation for submittat. Thanks, Nicole Shehan Senior Project Manager 0 I 630.366.0995 490 Quail Ridge Dr. Westmont. IL 60559 SCOUTSERVICES LICENSE. PERMIT. REGISTRATION. WE GET rr. FIND US ONLINE Visit us at www.scoutservices.com From: Emily Macgillivray <emilv.macgillivrav(5)bavfieldcounty.wi.gov> Sent: Thursday, July 3, 2025 10:31 AM To: Nicole Shehan <nshehan@scoutservices.com> Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) Thanks, Nicole! I've added the lease between AT&T and American Tower, and the Letter of Authorization to the application. We will also need the following: • The lease agreement between American Tower Corporation and Michael and Susan Masterson. I checked the original Conditional Use Permit that was issued in 2009 to see if I could find a lease agreement between the Masterson's and American Tower or AT&T, but I didn't find anything. • An affidavit of authority for Laura to act on behalf of AT&T. I attached a template of our affidavit of authority. If you have any questions, please let me know! Have a great July 4th! Emily Macgillivray (she/her) Assistant Zoning Administ-ator Planning and Zoning Department Bayfield County 117 E 5th Street, PO Box 58 Washbum, WI 54891 Phone:715-373-3511 emilv.macgillivravf%bavfieldcounty.wi.gov From: Nicole Shehan <nshehan(S)scoutservices.com> Sent: Wednesday, July 2, 2025 11:21 AM To: Emily Macgitlivray <ernilY.macgjilivray@bayfietdcounty_.wj.gQy> Subject: RE: Land Use Permit application for Tax ID 18286 (4345 Westlund) I g You don't often get email from nshehan@scoutservjces.cQm. Learn why this is important Emily, Attached please find the lease. Nicote Shehan Senior Project Manager 0 I 630366_0995 490 Quail Ridge Dr. Westmont. IL 60559 1 SCOUTSERVICES LICENSE. PERMnr. REGISTRATION. WE GET IT. FIND US ONLINE Land Use Permit Application Review Checklist Submissions: What zoning district is the project located in? D R-l D R-2 D R-3 D R-4 D R-RB DC D 1 DM H A-l D A-2 O'F-1 D F-2 D W D M-M D Yes Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: 'es ^0 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)? D Yes 0Nc Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) a Yes D^lo Is the project located in the Floodplain? Zone: fes D No Are there wetlands on the property? D Yes [ZH\lo Is project associated with a nonconforming use or structure? a Yes Is project associated with a variance? Case #: D Yes I 1\lo Is project associated with a Special B or Conditional Use Permit? Permit #: Is the project associated with a Special A Use Permit?D Yes D No a Yes CTNo Does the project require sanitary? D Existing D New D Intercept D Reconnect D Non-Plumbing D Public Sanitary Permit #: # of Bedrooms: D Yes 0'No Does the project require mitigation? Implementation Deadline:Date of Compliance: D Yes EJTMo Does the project require an affidavit? Affidavit #: a Yes D/i\lo Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback? D Yes Did applicant/progerty owner mark lot line(s), if project is within 30 feet of required setback? Project use is? D Residential Ef Commercial D Municipal Project type is? D New Construction [D^Addition/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 St)ther, describe f^^ TO'^ Total Sq. Ft. of Project:Number of Stories:Overall Height: Fee Type Calculation Fee Amount D Dwelling Enclosed Areas - all enclosed areas within dwelling except attached non-habitable garages $0.75 x .sqft D Dwelling Unenclosed Areas (decks, patios, etc.) or Attached Non-Habitable Garages (minimum $125)$ $0.20 x sqft (minimum $125)$ D Habitable Residential Accessory Structures $0.50 x sqft (minimum $75)$ D Non-Habitable Residential Principal and Accessory Structures $0.20 x .sqft (minimum $75) D Commercial/Municipal Principal Structures $250 + $0.005 x_^A&o_ cost of construction (minimum $250)$ ;^r D Commercial/Municipal Accessory Structures $150 + $0.005 x cost of construction (minimum $150)$ D Return Inspection D Land Use Revisions D Special Use Permit - Class A d Floodplain D Shoreland - Impervious Surface D Shoreland - Non-Conforming, etc. D Tower Siting/Collocation 1 D Tower Collocation 2 D Metallic Mine D After-the-Fact (ATF) Inspected by:,;j^ilu Date of Inspection:61 W^^ Re-lnspected by:Date of Re-lnspection: Denied by:Date of Denial: Reason for Denial: Date Denial Letter Mailed: Approved by:^ilu f(\dccA dli^twy Date of Approval:67/a^FCondjti6n(s): J . y / "Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. D For personal storage only. D For personal residence only. D Njatfor human habitation or sleeping purposes. Fown/State/DNR/Federal may require permitting D A 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. DShort-Term Rental is for a maximum occupancy of_persons. DSjgn must meet the requirements of Article E of the Bayfield County Zoning Ordinance. To 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. D 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, or structurally 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: !^(-bj^ ^ ^}'Wv((M TCU-fr" Cl:rpy'i"-rf't"»'1-S ^'/ly^'/lrn^i^u;? ^I^Wc't.p-/ l^am n^M^ .^•&-e^ter+(Aj u-x'^K. B—yFIELD Bayfield county Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washbum,WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: MASTERSON/MICHAELL&SUSANA LU-01777 4345 WESTLUND RD IRON RTVTER/ WI 54847 Transaction Number: AMERICAN TOWER CORP LU-01777-30993 10 PRESIDENTIAL WAY WOBURN/ MA 01801 Description Amount Commercial/Mimicipal Principal Structures - $250.00, $375.00 plus $5.00, $1,000 cost of construction Total: $375.00 Payment Amount: $383.93 Reference: 3260837835 Paid by: Nicole Shehan Payment Type: Credit Card Transaction Date: 7/21/2025 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 - Yes / Impemous Surface - No Floodplain - No / Wetlands - Yes 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. 25-0517 Tax ID: 18286 Issued To: MASTERSON, MICHAEL L & SUSAN A AMERICAN TOWER CORP Location: 810 - T47N - R09W Town of Hughes Legal Description: 4 PAR IN SE SW IN V.564 P.375 & 639 P.11 (INCL PAR W OF STREAM) Commercial Structure in F-1 zoning district For: Addition/Alteration, Cell tower are for and or on and or 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. Emily Macgillivray Authorized Issuing Official July 21,2025 Date Condition(s): of Town/State/DNR/Federal To be per Tower