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Home My WebLink About010-841-30-4101-LUP-2020-398 Caleb Sheng,Esq. ��n�y�..�_-�. 8t o-s92-3�� ,� !i ��,,il �::};,. csheng@smj-Ilc.com � `=—��_.�__��'�� S MJ 49030 Ponfiac Trail � Suite 100 �� 2 8 ��2� Wixom,MI 48393 .`.;101:�'Y'C:�i ;t��?�JTY ZJN!PvG A�!l�ii�Jia�i'�r1T{GN 9/23/2020 SAWYER COUNTY ZONING&CONSERVATION 10610 MAIN ST,SUITE 49 HAYWARD,WI 54843 Re: Verizon's Proposed Antennae Upgrade at 10240 N.Tower Road [PID: 010841304101] Hayward, WI 54843 [site [D: 281984 Hayward Relo,ATC 311585, Hayward Rebuild WI] Encl: Land Use Permit Application Construction Drawings(11x17) Professional Engineer's Structural Evaluation Dear Sawyer County: To improve wireless communication services for your residents,Verizon will be upgrading its antennae and remote radio units on the existing structure.As such,the proposed installations: Will not extend the height of the structure; Will not expand the existing compound; Will not construct a ground structure; Will not add any lighting to the structure;and Will not change the existing use of the structure. The project value for this antennae upgrade is$15,000.Thank you very much for your consideration. At your earliest convenience,return of approvals/permits to the contact below is respectfully requested: Attn: CALEB SHENG Email: csheng@smj-llc.com 49030 Pontiac Trail,Suite 100,Wixom,MI 48393 Phone: (810) 892-3777 As always,feel free to contact me with any questions or concerns. [ look forward to hearing from you. All the best, , �� Caleb Sheng,Esq. AMERICAN TQWER� C O R P O R A T i O N Structural Analysis Report Structure : 250 ft Self Supported Tower ATC Site Name : HAYWARD REBUILD WI, WI ATC Asset Number : 311585 Engineering Number : 13230686_C3_01 Proposed Carrier : VERIZON WIRELESS Carrier Site Name : HAYWARD RELO Carrier Site Number : 281984 Site Location : 10240 N. Tower Road Hayward, WI 54843-6626 46.001300,-91.406100 County . Sawyer ``�.��g�C O NS�., Date . July 28, 2020 � ,,�y'; : it:��•.. .. . � • BRYAN K. �';�� Max Usage : 75% = _' i.�tviER ; _ Result . Pass �� CAR� �� ` ;�.c�• :�4i: %,FS''' ..... •''G;�.- Prepared By: Reviewed By: �'i��NAL�� Lyle Morin Structural Engineer I Authorized by "EOR" � � 28 Ju12020 08:11:35 ,�-y�t ��--�- ATC Tower Services-3500 Regency ParkwaY.Suite 100-Cary,NC 27518-919-465-0112 Office-919-466-5414 F ax-www.americantower.com � Eng. Number 13230686_C3_01 July 28, 2020 AMERICANTOWER' Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 250 ft self supported tower to refiect the change in loading by VERIZON WIRELESS. Supportin�Documents Tower Drawings Valmont Job#167519-01 dated October 11,2011 Foundation Drawing ATC Job#48413372A,dated January 6,2012 ATC Job#484133726,dated January 6,2012 Geotechnical Report CPH Engineering Project#11-135,dated December 28,2011 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-Z2Z. Basic Wind Speed: 90 mph (3-Second Gust,Vasd)/ 115 mph (3-Second Gust, V�it) Basic Wind Speed w/Ice: 50 mph (3-Second Gust)w/1/2" radial ice concurrent Code: ANSI/TIA-222-G/2015 IBC/Wisconsin Commercial Building Code Structure Class: I I Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.04,51=0.02 Site Class: D-Stiff Soil 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 have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services-3500 Regency Parkway,Suite 100-Cary,NC 27518�919-468-0112 Office-919-466-5414 Fax-www.americantower.com AMEMCAN TOWER° ATC SITE NAME: HAYWARD REBUILD WI ATC SITE NUMBER:311585 CUSTOMER SITE NAME: HAYWARD RELO CUSTOMER SITE NUMBER- 281984 ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 J COMPLIANCE CODE I PROJECT SUMMARY ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES" NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES 1 INTERNATIONAL BUILDING CODE (IBC) 2 NATIONAL ELECTRIC CODE (NEC) 3 LOCAL BUILDING CODE 4 CITY/COUNTY ORDINANCES VERIZON ANTENNA AMENDMENT DRAWINGS SITE ADDRESS: 10240 N TOWER ROAD HAYWARD, WI 54843-6626 COUNTY: SAWYER GEOGRAPHIC COORDINATES LATITUDE: 46 00134722 LONGITUDE: -91 40613056 GROUND ELEVATION: 1501' AMSL PROJECT TEAM TOWER OWNER: APPLICANT: AMERICAN TOWER VERIZON WIRELESS 10 PRESIDENTIAL WAY 20 ALEXANDER DR, 2ND FLOOR UTILITY COMPANIES WOBURN, MA 01801 WALLINGFORD, CT 06492 — - ARCHITECTARCHTECT (COORD�A INGING POWER COMPANY: XCEL PROFESSIONAL: PHONE: (800) 895-1999 PETER LICHOMSKI, AIA TELEPHONE COMPANY: CENTURY TEL 49030 PONTIAC TRAIL, SUITE 400, PHONE: (800) 824-2877 WIXON, MI 48393 PH: (248) 705-9212 PROPERTY OWNER: SAWYER COUNTY WI 10610 MAIN ST -SUITE 10 HAYWARD, WI 54843 Know what's below. Calf before you dig. L SITE LOCATION V., i w,l, H,gi-ay L e LOCATION MAP PROJECT DESCRIPTION SHEET INDEX THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: SHEET NO: DESCRIPTION: REV: DATE: BY: TOWER WORK: REMOVE (3) ANTENNAS, (6) RRUS, AND (6) 1-5/8" COAX CABLES. RC G-001 COVER SHEET 0 09/18/20 G-002 GENERAL NOTES 0 09/18/20 INSTALL (9) ANTENNAS, (9) RRHS, (2) OVPS, (2) HYBRID CABLES, RC (3) TIE BACK ASSEMBLY, (3) HORIZONTAL PIPES AND (6) V-BRACING KITS. C-201 EQUIPMENT LAYOUT 0 09/18120 RC C-202 TOWER ELEVATION 0 09/18/20 RC EXISTING (3) ANTENNAS, (1) OVP, (6) 1-5/8" COAX CABLES AND (1) HYBRID CABLE TO REMAIN. CA01 ANTENNA INFORMATION & SCHEDULE 0 09/18/20 RC GROUND WORK: C-402 ANTENNA & EQUIPMENT INFORMATION 0 09/18/20 RC REMOVE (3) RRUS, (3) DIPLEXERS, (6) TRIPLEXERS AND (12) CA03 PLUMBING DIAGRAM 0 09/18/20 RC RUL01 B13 C-501 MOUNT DETAILS 0 09/18/20 RC I E-502 GROUNDING DETAILS 0 09/18/20 RC PROJECT NOTES R-601 SUPPLEMENTAL 0 09/18/20 RC 1 THE FACILITY IS UNMANNED R-602 SUPPLEMENTAL 0 09/18/20 RC 2 A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE R�03 A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE SUPPLEMENTAL 0 09/18/20 RC 3 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND R-004 DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE SUPPLEMENTAL 0 09/18/20 RC 4 NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED R-005 0 09/18/20 RC SUPPLEMENTAL 5 HANDICAP ACCESS IS NOT REQUIRED R-006 SUPPLEMENTAL 0 09/18/20 RC PROJECT LOCATION DIRECTIONS R-607 0 09/18/20 SUPPLEMENTAL RC FROM SAWYER COUNTY AIRPORT I LEAVE TOWARDS N AIRPORT RD 157 FT TURN LEFT ON TO N AIRPORT RD 1 3 MI - - TURN LEFT ON TO WI-77 / W STATE ROAD 77 0 3 MI TURN RIGHT ON TO W WHEELER RD 0 4 MI - TURN LEFT ON TO W CHIPPEWA TRAIL 0 8 MI TURN RIGHT ON TO BENDER RD 0.2 MI TURN LEFT ON TO W COUNTY ROAD B / COUNTY HWY-B 1 1 MI TURN LEFT ON TO TOWER RD 0 3 MI} ARRIVED AT 10240 N TOWER ROAD, HAYWARD, WI 54843-6626 Ak AIMIIISMCAN TOWM W L two 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE AA PRELIM RC 07/29/20 L FINAL CD RC 09/18/20 0 0 ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI SITE ADDRESS: 10240 N TOWER ROAD HAYWARD, WI 54843-6626 QU�D�II SEALci : R��a❑�❑ V °aO o PMR P o UCHOMSIp A-117M 4 o WW ROOMRELO, b 0 v❑ MI S oaoo 00�0�4° � � ITEG,� verizonNI DATE DRAVMI: 07/28/20 ATC JOB NO: 13230686 CUSTOMER ID: 281984 CUSTOMER NAME HAYWARD RELO COVER SHEET SHEET NUMBER. REVISION: G-001 0 CABLELENGTH RAID HEIGHT (FROM SHEET C-202) 216'-0" DISTANCE TO TOWER (FROM DIM) 25 T FINAL LENGTH 241'-0" HYBRID CABLE INFO QUANTITY FROM COAX PORT 9 LENGTH FROM SHELTER SURGE PROTECTOR TO ENTRY PANEL 10'-O" t LENGTH FROM ENTRY PANEL TO TOWER 25'-O" t LENGTH FROM T.O.C. TO TOWER SURGE PROTECTOR CIL 216'-0"t TOTAL HYBRID CABLE LENGTH 251'-0"3 POWER SHIFT NEEDED DUE TO HYBRID LENGTH OVER 150 FEET TOWER NOTE: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE AMERICAN TOWER CONSTRUCTION MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2 ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP -INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG) 3 ATC DID NOT CONFIRM EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, ANTENNA HEIGHTS, ANTENNA AZIMUTHS AND MOUNT CONFIGURATION 4 TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL (A G L ) ob rO.P OF HIGHEST ANTE1v�V Nw ELEV .2619' N TOP OF EXISTING TOWER `� E,E V 250 PROPOSED ERICSSON RRU 4449 B13&B5 (1 PER SECTOR) (TYP. 3) G PROPOSED ERICSSON RRU 8843 (2 PER SECTOR) ITYP 6) G PROPOSED COMMSCOPE NHH-65C-R2B ANTENNA (3 PER SECTOR) (TYP 9) 50 PROPOSED RCMDC-3300-PF-0B OVP (2 TOTAL) Ow w� Ow -A TOWER ELEVATION EXISTING OTHER CARRIER OMNI ANTENNA PROPOSED VZWSMART-SFK1 TIE BACK ASSEMBLY PER SECTOR (1 PER SECTOR) (TYP. 3) EXISTING RC2DC-3315-PF-48 OVP TO REMAIN (1 TOTAL) EXISTING AMPHENOL ANTEL-BXA-70063-8CF ANTENNA TO REMAIN (1 PER SECTOR) (TYP 3) PROPOSED ANTENNA RAD CENTER @ 216' PROPOSED 12 S LONG P2 OSTD (2 375" OD X 0 154") PIPE PER SECTOR IN BETWEEN FACE HORIZONTALS USING CROSSOVER PLATES CONNECTING TO EACH MOUNT PIPE (1 PER SECTOR) (TYP 3) PROPOSED VZWSMART-SFK3 V-BRACING KITS PER SECTOR ON NEW HORIZONTAL PIPES (2 PER SECTOR) (TYP 6) EXISTING OTHER CARRIER ANTENNA (TYP) EXISTING OTHER CARRIER DIPOLE ANTENNA (TYP) EXISTING SELF SUPPORT TOWER PER MOUNT ANALYSIS COMPLETED BY PAUL J FORD AND COMPANY, DATED 07/2912020, THE EXISTING MOUNT CAN NOT ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE -PROPOSED ANTENNAS AND OTHER EQUIPMENT NOTES: THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY. PLEASE REFER TO STRUCTURAL DOCUMENTS (PREPARED BY OTHERS) FOR PROJECT STRUCTURAL CALCULATION AND RESULTS NO WORK IS TO BE DONE WITHOUT AN APPROVED STRUCTURAL ANALYSIS PROVIDED BY OTHERS SPE AL NOTES: 1 GC TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION GC SHALL NOTIFY P M AND ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY, 2 STRUCTURAL/ DESIGN & ANALYSIS SHALL BE PERFORMED & APPROVED BY TOWER OWNER AND MANUFACTURER (STRUCTURAL ANALYSIS BY OTHERS) 3 STRUCTURAL ANALYSIS PERFORMED BY OTHERS CONTRACTOR TO THOROUGHLY REVIEW THE TOWER STRUCTURAL ANALYSIS FOR INFORMATION PERTAINING TO TOWER UPGRADES, MOUNTING TYPES, ANTENNA HEIGHTS, AND CABLE ROUTING, ANY OTHER DISCREPANCIES BETWEEN THE DRAWINGS, STRUCTURAL ANALYSIS, AND TOWER PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO BIDDING AND INSTALLATION A& AMERICAN TOWERO 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV DESCRIPTION BY DATE PRELIM RC 07/29/20 FINAL CD RC 09/18/20 r' 0 ATC SITE NUMBER: 311585 ATC SITE NAME HAYWARD REBUILD WI SITE ADDRESS: 10240 N TOWER ROAD HAYWARD, WI 54843-6626 oaa°°!Sri 0 iv�ej,"'o1po p04� ,�dO v PETER P v d a d UCH01i M 4 v d A-11T23 o WESTBLOOMFIElD, o MI v ❑��°Ooo ogoo C ITEG� �oQ � verizonil DATE DRAWN: 07/28/20 ATC JOB NO: 13230686 CUSTOMER ID: 281984 CUSTOMER NAME HAYWARD RELO TOWER ELEVATION SHEET NUMBER: REVISION C-2 0 2 0 verizon/ Paul J. Ford and Company 250 East Broad Street Suite 600 Columbus, OH 43215 (614) 221-6679 asaaakip.millford egm 0 PAUL J. FORD & COMPANY Antenna Mount Analysis Report Mount Analysis SMART Tool Project* 10011854 Paul J. Ford Project * 24320-0025 002.8190 July 29, 2020 Site Information Site ID: 281964-VZW/ Hayward Relo -- 875920 Site Name: Hayward Relo — 675920 Carrier Name: Verizon Wireless Address: 10240 N. Tower Road Hayward, Wisconsin 54843, Sawyer County Latitude: 36.001000, Longitude.--91.406000° Shucture Information Tower Type, Mount Type: FUZE ID # 16131143 252' Self Support (3) 12.50-Ft Sector Mounts Analysis Results 12.5' Sector Mounts: 153.5% Fall Report Prepared By: Angela Sage . ttttrrrrrrr rEKAN M s CCw1 gLIS. _ rrr��tttttti 712912020 � MOUNT ANALYSIS Mount Structural Analysis Report Juty 28, 202it (3) 12.50-Ft Sector Mounts Site ID: 281984-VZW/Hayward R®io» 875920 Page 12 Executive Surrrna : The obje.Uve of "S refbrt is to detemrone the capacity of the arxertna support mount at the subject facility for the final ►ATeles$ telecommunications configuration, per the appflcade codes and standarps Any rnodltrCVion listed under Souroes M inforrnat►on was assumod c-cmpleted and was inchrded in this anaysis- Thls awlysi6 is inC.:usNe of the mount Structure only and does not ad&ess the sirLyt ral rspaclty of the supporting stru:ture This mounting frarro was not analyzed as an armor attst'flr rd point for faN protection All climbing activities are r"ired to have a I'mI protectum plan compwad by a competent person. sourea of In n tin : Document rype Rwrarks Radio Frequency Data Sheet (REDS) Verizon RFDS 16131143, dated July 8, 2020 Mount Mapprry Reporr RKS, PrajecY # 311565, dated July 20, 2020 Analysis Criteria: Codes and Standards ANSMA-222-H Wind Parameters: Basic V+And Speed (uramete 3-sec Gust), Vu,,: 107 mph Ice Wind Speed (3-sec Gust). 50 mph Design Ice Thickness, 1.50 in Risk Category: i I Exposure Category C Topographic Category: 1 Topographic Feature Considered. WA Topographic Method: NfA Ground Elevation Factor, Ks. 0.947 Seismic Parameters: Sc: 0.041 SI' 0 018 Maintenance Parameters Wind Speed (3-sec- Gust)- 30 mph Maintenance Live Load, Lv: 250 Ibs Maintenance We Load, l.m 500 Ibis Analysis Software: RISA-3D (V17 0.3) NOTE' THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY GENERAL CONTRACTOR IS TO VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION SUPPLEMENTAL SHEET NUMBER REVISION: R-601 0