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HomeMy WebLinkAbout010-841-30-4101-LUP-2022-496 s�.rncwnnm �rwnox.. Project ID:14143775 w AVVIICATION FON IAND USE PERMR FFE������n SAWYERCOUNTY�WISCONSIN �1 L� '�0 '�'� �„�,.��...��� o.,.w_o.�.�, _._l__._�—_�_ „.�:�',�,��.��' �n kir_ S 4 5 5 3 qJ ('!IS)630�9IB8 , RCpt#,�j}_e.�,.i lNo�ld ��IOC��I � �.e�M;�.r�rn.,..aa. �'F � �n.u....m.e.wn:e s.��-�i�.cwmr:o����n.wnm.M. . 1. �, n i.ni Orig�nalppohcanonmU5lbesu�m�Hed FILLOIIfIN�NN(NOPENCII) .i ..�:.4ev i<P —_ ... . . ��. . ...� , '.+ � ow�eHvlwme. - Comr+mrlslMame � Sawyer County WI TBD MaNln[bErt[s: Mallini�rtss: 10240 N.Tower Road,Ha ard,WI 54843-6626 PM1ore: V�oM: �il -10240N. owerRoa,Hayward,WI54843-6626 f�;l: sae.eaw: ao.ro io.: �p-l�{I-3�'`r I 01 ro..a �N QY�ci r.rmN eei�.e�y rnNea r.Un owM� �1n+il ow�r n on ceno-.nor -rnan conerxeor -Emetl authorivtion agent-Fbreta Kunaj �[urte@fnllertonen� ISRoperty/IanAwiMi�3Wfeetof0.i�rer,5beam�i.n �p�SWRurtkhom5�oreIlM: � .,nl � het -, . ... ....a.�e CreeM er laMwaN sNe of LboAplalni .. . � ��.'I ShmelaM - Is vroperry/la^e wi<Irin I000 ket of lake,YOM w FbwaQe qstanu SVuctu�e b�rem S�orcllr�e: ' . � �eet h 7iMpn-SMraliM DesMba ��� Total N ot vMwarxned pp��� wuMrtbn WhatTyVe6GP�NhtM � Xouse.ear� Number beArooms �, /�nita 5 ( ee,s�eC.deck, of Srories (Baument, 'Y Ymmis� '. ,.'.. Addklon.eK...l CrawlsPac. .,..,... � lirtseparaaN Slab) e 5 o..ww 5 ��� 5 IS,q10 Fquipmmt upgnde a.iu�.,.no� Ne�ht: iotal5qwre lavest � Vro d5[ructurc p���i F°°tape Gndeto v�000xe use n� �m�rooM a•� �4� rtpy� Peak � x 1 Pesitlence F�, � % � with 2n°srory or lok F�, ( % � with Basement Ft. � x 1 1 Residential Use p���d Gange Ft. Fcceswry5vuc[ure�ao�+�N ( x � ]Agricultural �"� F� Use TemporaryG estQuartersorBunkAoux�c�rne�ro�l ( X 1 ft. � x 1 ��Commerclal/ oeck/vorch/catio Ft. Industrial Use � z � �in°I�ck/vorch/nano Ft. �MuNdpal Use ( % I ane��..o�+��i rt. x ane� ( ■ � PrinelpalSttuR�re laa�uhurri[wnmerual Muneio•l E�c.� Ft, Telew unication � x � Towe� x Additbn/AI[eratlon k+via�n� Ft. Total Nori-habilable square IeeL TOGI habilable iquare feet (Eer.ks,Oatios,ganges,sheEs,storage area&otner snuctures� _ ' Attach a '�'-���or ' - � your Property on 8.5"x 11"or 8.5"x 14"paper:'MusN indude bcatlon and setbadc d proposed a�M exhNng stn�ctures,roads, driveNray,sankary wmDunents,wep.INce,rivw,stream,and wetlands. DescAption Setbadc p���� Setpack MeasuremerKs Meawremena Setback from the Centerline of Platted Road and/or Feet Setback from the W ke(ordinary hi¢h-wa[er mark) Feet Setback from the Established Rightbf-Way Feet Setback from the Rfver,Sbeam,Geek feet Setback from the Bluff a,PpiK.w� Feet Setback from the North Lot Li�e Feet Setbatk from the South Lot Line Feet Setback from Wetland Feet Setback from the West Lot Line Feet Slope within area of construction/disturbance %Slope Setback from the East Lot Line Feet Elevation of Floodplain Fe� Setback to Septic 7ank or Holdins Tank Feet Setback to Well Feet Setback to Drain Field Feet Setback to Privy(Portable,Composting) Feet . :hin f.... . ., .. .. . . . . . . . _ .;a� a .�eCis� � . . . , . . . . ie ,-�n . . rl:�nnr , . iablt t. . . �r. _ . .... . � . _ , ,�. ��.. _ . :�-. . . . . . . .... . . � , . . _ .. .. . . � ... . � .... p h , .�[ihei `i � . . .. , . . . .+^�diai �� � i , ic:Y . , 5ex0eme • • ��� ♦ •• • Calculate impervlous wrfaces.(Roohd,concrete,paved,and other wrfaces that water cannot penetrate.The Zonins OfNce pn help you determine H a wrface is considered impervious) Calculate lot arw: Indicate lot size from CSM or NOVUS(circle one): Acres; Multiply by 43,560=Lot area: Square Footage Calculate impervious surface area: Determine the total size, in square feet,of your projec[s listed above(include eaves): sq ft. Determine the total size,in square feet,ot all existing roofed structures(include eaves►: sq ft. Determine the total size,in square feet,of all existing paved/bricked/blocked surfaces: sq ft. Add these measurements to determine total impervious surfaces: sq ft. Calculate impervtous lot perceMage 7otal impervious surface: >Lot area: Sq ft.X 100=impervious surface % (MitiQation is required il tobl eaceeds 15%) •••Notice a separate grading pertnk needs to be obtained if dLrturbed area is within the Shoreland district as i�dicated o�previous page and meets crkeria bebw••• Gradin on a slope reater than ZO% Gradin of more than 1,000 Sq. Ft.on 12%-20%slapes Gradin of more than 2,000 Sq. Ft.on Slopes less than 12% Groding is in excess of 10,000 Sq. Ft. I(we)dedare that this application�induding any accompanying information)bas been examined by me(us)and to the best of my(our)knowledge and belief k is true,correct and complete. I(we)acknowledge[hat I(we)am(are�responsible for the detail and accuracy of all information I(we)am(are)prwiding and that it will be relied upon by Sawyer CouMy in determining whether to issue a permit. i�we)further accept liability which may be a result of Sawyer County relying on this information I(we)am(are)providing in or with this application.I(we)consent to counry officials charged wdh administering counry ordinances to have access to the abwe descrihed propeRy at any reasonable time for the purpose of inspec[ion.Additionaily,the undersigned person(s)hereby give permfssion for acceu to the property for onsite inspection by Municipal pfficials. Sig ature �e '''�^—"_ ��L/ printed name ��� pate IO/6/2022 You are responsible for complying with the requirements ot the Sawyer Counting Zoning Ordinancez and law and regulations of the Swie of Wiswnsin.You are alm responsible for complying with State and Federal taws concerning constnxtion near or on wetlands,lakes,ard streams.Failure to wmply may resuR in removal or modification of construction that violates the law or other penalties or tosts. For more information,visit the department of natural resources wetlands identification web page or contact a de0artment ot natural resources service tenter(608)267-3125 Issuance informatan (County Use Onty) Sanitdry Number: q of bedrooms: �ermit Denied(Date�: Reason for Denial: Permit u: Issuing agent: Date: � � - �-fR (� ' �� Is Parcel a Sub-5[andard Lot I f Yes (oeed oi RemM) Y�gation Required ���Yes ��,_'. No Is Parcel in Common Ownership L���Yes (FusedlComlguous Loqs)) ' ° i{igation Attached ! Yes '..; No Is Structure Non-Conforming : '�.Ya !No Gnnted by Variance(B.O.A.) Gnnted by Condkbnal Use -.-;Yes !' No Case N: �]Ys ❑No Case N: Was Parcel Legally Created � :�Ves ''� No Were Property lines Represented by Owne� ' :Yes No was Proposed Building Site Delineated �. Yes ' No Was Property Surveyed I Yes No Office Comments Zone District: Fee: C �c. � ` S�IStM�:,I q,I �� � 1 S�O _ , -,; , ,, . . _ . _ :���� F� Er< , -------- OFeb2021 �p L f �w��. ... _.,. __ f'� 11/4122.9:13 AM Real Property Llsting Page Real Estate Sawyer County Property Listing Property5tatus: Current Today's Date:11/4/2022 Created On:2/6/2007 7:55:20 AM �Description Updated:3/4/2022 `�Ownership Updated:3/4/2022 Tax ID: 11586 SAWYER COUNTY HAYWARD WI PIN: 57-010-2-91-08-30-4 01-000-OD0010 Legacy PIN: 010841304101 Biiling Address: Mailing Address: Map ID: .13.1 SAWYER COUNTY SAWYER COUNTY Municipality: (O10)TOWN OF HAYWARD 10610 MAIN ST STE 10 10630 MAIN ST STE 10 STR: 530 T41N R08W HAYWARD WI 54843 HAYWARD WI 54843 Description: NESE Recorded Acres: 40.000 w Site Address *indicates Private Road Calculated Acres: 37J10 14280W CHIPPEWA TRL HAYWARD 54843 Lottery Claims: 0 10240N TOWER RD HAYWARD 54843 First Dollar: No 10249N TOWER RD HAYWARD 54843 Zoning: (F-1)Forestry One 10250N TOWER RD HAYWARD 54843 ESN: 444 -�Property Assessment Updated:7/9/2019 �Tax Districts Updated:2/6/2007 2022 Assessment Detail 1 State of Wisconsin Code Acres Land Imp. 57 SawyerCounty X3-EXEMPT COUNT' 40.000 0 0 010 Town of Hayward 572478 Hayward Community School Distrid 2-Year Comparison 2021 2022 Change O01100 Technical College Land: 0 0 0.0% 7mproved: 0 0 0.0% . Recorded Documentr Updated:10/4/2018 Total: 0 0 0.0% RELEASE OFEASEMENT Date Recorded:11/20/2017 409847 ORDER WITHDRAWING LAND FROM COUNTY FOREST ����Property History Date Recorded:11/28/2005 335333 N/A EASEMENT Date Remrded:8/23/1955 099362 TAX DEED Date Recorded:5/28/1931 054293 58/27 https://tas.sawyercountygov.org/system/frames.asp?uname=Jay+Kozlowski �/� ��ULLERTON INETWORK INiEGHIIV 51ARTS HERE October 26, 2022 Sawyer County,wl Sawyer County Zoning&Conservation ATTN: Jay H. Kozlowski 10610 Main Street,Suite 49 Hayward,W154843 RE: T-Mobile Land Use Permit Application—10240 N.Tower Road—A1N0948A/14143775 Hello, Please let the enclosed materials serve as Fullerton Engineering's application,on behalf of T-Mobile,for a Land Use Permit for equipment upgrades to the existing cell tower located at 10240 N.Tower Road in Sawyer County. Please find enclosed: • Land Use Permit Application • (1)Construction drewings(11x17) • (1)Structural Analysis(11x17) • Letter of Authorization from Tower Owner • A copy of Redacted Land Lease Please let me know if you require any additional information or materials to complete your review. Thank you very much for your assistance with this T-Mobile equipment upgrade project. I look forward to hearing from you! Best Regards, Floreta Kurtaj Z&P Specialist ;�ULL,ERTON t Office Number. 217-636-4468 fkurta@fullertonen¢ineerin�.com 1100 F Wondbeld Rd Suite 500 Schaumbu�� �l 60173 847 908�8400 (uilertnnPn�ineennR com � '� .f . j � �-� �� �}.�J-rK � � . y � �J�'x� ;4� �..{� "�� ,T+ t ��v�H,�"'N,rF�� �e y�-e"�y�, •. ...r,y l; ,'S ���.. ?Ra ��3'..i.� Y � S�? :.�^ , ��_�J � '� 'Z'F e �� 'vy\_+.,�r ���y. N^Y�S' "� � ..'h -r � ,I'v.-l'�"�/�'4"�3�,�i;-• '��J�.iF� � �.�.� Yr ��-: � � i rya �� . � y s A;Y Y i. w�J''St t Y'�`y'3{ �! rt Y k '� �K#�`t+s t��� .4� . ... 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A AMERIGAN TOWER' co � voawtio • LETTER OF AUTHORIZATION FOR PERMITTING ATC SITE#/NAME/PROJECT: 311585/HAYWARD REBUILD WI/ 14143775 SITE ADDRESS: 14280 W CHIPPEWA TRL,HAYWARD,WI 54843 APN: 010-841-30-4101 LICENSEE: T-MOBILE CENTRAL LLC dba T-MOBILE SITE ACQUISITION VENDOR: FULLERTON ENGINEERING CONSULTANTS LLC I, Mazgaret Robinson, Vice President, UST Legal for American Tower*, owner/operator of the tower facility located at the address identified above (the "Tower Faciliry"), do hereby authorize T-MOBILE CENTRAL LLC dba T-MOBILE, FULLERTON ENGINEERING CONSiJI.TANTS LLC their successors and assigns, and/or their agent, (collectively, the "Licensee") to act as American Tower's non-exclusive agent for the sole purpose of filing and consummating any land-use, building, or electrical permit application(s) as may be required by the applicable permitting authorities for Licensee's telecommunications' installation on the Tower Facility. American Tower understands that this application may be denied, modified or approved with conditions. The above authorization is limited to the acceptance by Licensee only of conditions related to Licensee's installation and any such condirions of approval or modifications will be Licensee's sole responsibiliry. Signature: � ��� � Print Name: Mazgazet Robinson Vice President,UST Legal American Tower` NOTARY BLOCK Commonwealth of MASSACHUSETTS Counry of Middlesex This instrument was acknowledged before me by Mazgazet Robinson, Vice President, UST Legal for American Tower*,personally known to me(or proved[o me on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. WITTIESS my hand and official seal,this 3'�day of October,2022 NOIARY tiI�.AI � Notnry Piblic - �✓'f`-�.MEL ISSA ANN ME f�L E R; My C�nnmission F.xpins' Murch 14.2U25 '! }��. ( < NoluryGubl�C t �lJ,�� Con�.c���naeaimolMasvcnusett:� . h+r(c^imhS�on6uiHSMir.•" 2p1S! 10NnidenealWay • Woburn,MA01801 • 781.9t6.d500Olfia• 781.9t6A555Fae •waw.ammczmown.can i ��d.��k� i � � PEI2MIT ' NOW COMFS Sawyer County, a political subdivision of thc State of Wisconsin("Grantor"�, and hereby grants a permit to Tower Asset Sub,inc.,a Dclawaze � eoipvraiion("Grantce"), for the estabiishment and operaAon of a communications tower I and necessary appurtenant equipment, including, but not limited to, guy enchors, guy ; wire.s and eyuipment sheltcrs (collectively, the "Tower"), said Towcr to be established � and operated on the following described real estale: � I Locatcd easi of l�ire Tower Road within thc Northeast � Quarter of the Southeasl Quarter> Section 30, Township 41 North,Range 8 Wcst ' 'Phis permit is granted to Grantee by C�rantor with the foAowing tertns; i 1. Annusl Fee: � commancing on Junuary 1, 20U5 aud due i each subsequent 7anuary 1 during thc tenn of this Permit. � i 2. IniHal Term: Five(5)years,commcncing on ]an�w�y 1>2005 and i expiring on Dceember 31,2009. � i 3. Rcnewal Term(s): Four(4)five(5) year rencwal tcrms to be excrcised � upon writtcn notice from Gra��tee lo Crantot at least six (G) months prior to dte expiration ol'the then currenl tcmi. The Aunual Fee which sha11 apply to each �� Renewal Term shall be muhially egreed upon by the partics pror to the j commeneement of eaeh Renewal 1'erm, provided that the increxse in the Annua] I Fee ahovc the term immedistely preceding such Renewal Term shall not excecd o f the t hen c ucre��t A nnual F ac i mmediately p rior t o a ny i Rencwal Term. I 4. ColloCationt Grantee must obtain written consent from Grantor j prior to Collocation of any User on the Tower, such consent not lo be �� unreesonably withheld, conditioned, nr delayed. Grantce shx11 aubmit details of i ground space ueeded; number of antem�a and the antenna mvdels to Cmantor for i said consent. !� 5. Grantor's Equipment: Grantnr r.serves the right tu maintain its current �� cquipment on Grantee's Tower, which consiBts of onc (1) Omni 4 bay antenna I approxnnately 21 fcct long and weighing spproximatcly 21 pounds, and at a � centerline antctma hcight of 240 feet, alons with one(1) coax cable being 7/8"in � diameter. Gr:u�tor shall Ue entitlecl W install four (4) ndditional antennas on Uie 1'ower each having a load on the '1'ower no g�ter than the current antenna i described in the foregoing sentcnce, upon the approval of Urantee. Crantor shall submii anteru�a data induding mounting height(s), sizcs an�i models along with � the iype uid size of any cables prior to any insG111ation rtterference to rany other !, Grantee finds that said installation would cause any ', i i ICommunicutions Tuwt�and fec��itics Permit �inp I Gr.ntcc Site NamdNo.:Hayward/R'�-0350 � ; . . 1 ; i ..- • � i i Tenant's equrp�ment, Crrantor shali accept an alternatc rnounting hei�t designated � by Grautee. No rcnt shall be entitled #o ��rantee for said equipment, � Upon the cxpiration of this Permit, the Tower nzust be removed. Crrantee sl�all maintain ; the Tower and appurtenaut cquipme��t and facilitics in goad conditian and repair. ! �'rrantee agrees to indemnif�r and save ht�rmlcss Granior for claims, Ioss and damage E (including reasonable casts and attorneys fees) arising from or occasioned by thc 4 installatiott, operatiaii, use or presence of said Tower, cquiprnent and facilities and caused j by any act or amissian by Grantee or its agent� or servants. Grantec sha11 f�tish Grantor ; with an insurauce policy acceptable lo Grat�tor. � i The partics agree ihat t�is Pennit shail ho the tot�tl a�eemeut beiween th� parties and that I this P ermit shall c onunencc upon the e xpiration o f that c crtain P ermit dated M acc� 8, 2{?OZ, granted by Sawyer Cour�ty to Spcctrasitc Commanicalions Inc. � I IN WITNESS WHEREOF, and in consideration af the mutual covena�its and � tenns contained herein, thc Grantor and Cira»tee have dully executcd this Pertni# on this i 1"�"� . day �f q�� , 20U3. ! , ! � i Grantor; Grantee: j SAWY�R CO[JNTY TC)WBR ASS�T SUB, INC., a I)elaware � corporation _ � � � ; �3y: j�•+�4 (Seal} By: {Seai) � Namc: �,.;� � bti,�r„y Name: $RIAN UYETRIC�i Title: Title: gz. y�P�s�dent, properiy h�igmt Date: ' '� j� "� Date: ���,, (O� ��j , � , SAUV`(ER COUNTY CLERK PO Box 836 � �iayward, WI 54843-0836 � � � , i i ; � ; � CAmmuniCBllons ToWer and Nacilities 1'emiit z i (3rantee Site Name/No.: Hayw9rd/W1-0330 j'�'P ' ; I —. _ �-----. -- • • . . . i I N ±1 W Chippewa Troll h Hayward Fire Tower 4P SITE LOCATION VICINITY MAP COMPLIANCE CODE 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. 2015 INTERNATIONAL BUILDING CODE (IBC) WITH AMENDMENTS 2. 20017 NATIONAL ELECTRIC CODE (NEC) WITH AMENDMENTS 3. LOCAL BUILDING CODE 4. CITY/COUNTY ORDINANCES UTILITY COMPANIES POWER COMPANY: TBD PHONE: TBD TELEPHONE COMPANY: TBD PHONE: TBD r 3 Know what's below. Call before you dig. AMERICAN TOWER® ATC SITE NAME: HAYWARD REBUILD WI ATC SITE NUMBER: 311585 T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 T-MOBILE SITE NUMBER: Al N0948A SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 T-MOBILE ANCHOR ANTENNA AMENDEMENT PLAN 56790EZ SR T CONFIGURATION PROJECT SUMMARY SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 COUNTY: SAWYER GEOGRAPHIC COORDINATES: LATITUDE: 46.00135664 LONGITUDE:-91.40615118 GROUND ELEVATION: 1501' AMSL PROJECT TEAM TOWER OWNER: APPLICANT: AMERICAN TOWER T-MOBILE 10 PRESIDENTIAL WAY WOBURN, MA 01801 ENGINEER: FULLERTON ENGINEERING CONSULTANTS, LLC 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, IL 60173 PROPERTY OWNER: SAWYER COUNTY WI 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 PROJECT DESCRIPTION THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: TOWER WORK: REMOVE (6) ANTENNA(s) AND (2) RRH(s) INSTALL (6) ANTENNA(S), (3) RRH(s), (1) PENDANT CONNECT, (1)1.46" HYBRID TRUNK EXISTING (3) RRH(s), (2) COVP(s) AND (1) 1 5/8" HYBRIFLEX CABLE GROUND WORK: REMOVE (1) GENERIC SITE SUPPORT CABINET WITH EQUIPMENT MODULES, (2) AMOB(s) ON STEEL CHAIR SUPPORT AND (1) CSR 7705 SAR A INSTALL (1) SSC CABINET, (1) BATTERY CABINET, (2) ASIL(s), (4) ABIO(s), (1) AMIA, (1) CSR IXRE V2 AND (1) HCS 2.0 JUNCTION BOX EXISTING (1) COVP TO BE RELOCATED EXISTING (1) PPC, (1) FIBER BOX, (1) STEEL PLATFORM W/ CANOPY AND (1) ICE BRIDGE TO REMAIN PROJECT NOTES 1. THE FACILITY IS UNMANNED. 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REOUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. PROJECT LOCATION DIRECTIONS FROM US 53 AND US 63 IN SPOONER. Wit GO N ON UM3 N 1 US-63 N. 4.6M; 2: TURN SLIGHT RIGHT ONTO US43, 20.2M: 3: TURN RIGHT ONTO VERMONT AVE. 0.3M: 4: TURN RIGHT ONTO WI-271 S DAKOTA AVE. CONTINUE TO FOLLOW WI-27, 0.2M; 5: TURN SLIGHT LEFT ONTO MINNESOTA AVE 1 CR•B. CONTINUE TO FOLLOW CR-B, 3,GM; 6: TURN LEFT ONTO TOWER RD (NO ROAD SIGN BUT SIGN FOR HAYWARD ARCHERY RANGE). UAW?: END AT 10240 N TOWER ROAD, HAYWARD, WI 54843 SHEET NO: G-001 G-002 C-101 C-102 C-201 C-401 C501 E501 R-601 R-602 R-603 R-604 R-605 R-606 R-607 R-608 R-609 C RF; AA AMEMCAN TOWER• ULLERTON 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 TEL•847-908-84W COA# 3620.11 www.FullortonEnginnoring.com REV. DESCRIPTION BY DATE -_ PRELIM VN 09i271W VN %W'-M ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: `11111111+1. %SC0lySr��. v ' DANIEL W. SMITH - �y ; 44096-6 = SCHAUMBURG, W IL .'A 'i '•• :' •tea. T' amobilej' DATE DRAWN: 09/2112022 ATC JOB NO: 14143775 CUSTOMER ID: HAYWARD WI-ATC 311585 CUSTOMER#: A1N0948A TITLE SHEET SHEET NUMBER: REVISION: G-001 0 GENERAL CONSTRUCTION NOTES- 1, OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY- WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B. ACNELCO INTERFACE BOX (PPC) C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUk=O-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION} D. TOWERS. MONOPOLES E. TOWER LIGHTING F. GENERATORS 8 LIQUID PROPANE TANK G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H. ANTENNAS (INSTALLED BY OTHERS) I. TRANSMISSION LINE J. TRANSMISSION LINE JUMPERS K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L. TRANSMISSION LINE GROUND KITS M. HANGERS N. HOISTING GRIPS O. BTS EQUIPMENT 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-M06 w REP 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONT FIE NOT OBTAINED BY Ta4SOBILE MUST BE OBTAINED, ARND PAID FOR. BY THEACTOR. ALL REQUIRED COAXIAL CABLE (NOT WITHIN BENDS) CONTRACTOR. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE SPECIFICATIONS AND REQUIREMENTS, 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND APPROVAL PRIOR TO FABRCATION. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDWO TO MANUFACTURER'S SPECIFICATFONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS SI4OWN N THESE PLANS, 26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CDNTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, ELECTRICAL NOTES: 1. ELECTRICAL DESIGN SWILL BE PERFORMED BY ELECTRICAL CONTRACTOR. STRUCTLNK DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NA71CRAL ELECTRICAL CODE 2. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONS IRILRV TO OF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCH- ELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS, IN SOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE- THIS IS NOT THE RESPONSIOLITY OF CONCORDIA, IT IS THE RESPONSIBILttY OF THE ELECTRICAL CONTRACTOR, SHALL FIELD LOCATE ALL BELOW GRE GROUND LNES AND UTILITY 27. CONTRACTOR SWILL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS N ADVANCE OF 3 ikES PR ORRTO CONSTRUCTION, CONTRACTOR S RESPONSIBLE FOR RELOCATION OF SOUR1Np CONCRETE OR BACNFNLLINGANY UNDERGROUND UTILITIES. FOIINDATIpN5 OR ALL UTILITIES ANQ GROUND L1NE6 THAT MAY BECOME DISTURBEDOR CONFLICTING N SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINMARJO REVIEW AND THE COURSE OF CONSTRUCTION. 2- THE CONTRACTOR 19 RESPONSIBLE 70 PROVIDE ALL OTHER MATERULS FOR THE APPROVAL. COMPLETE INSTALLATION OF THE SITE NCLUDNG, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SLA FRAME FOR PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS. GROUNDING WIRES 28 COPPER-CLAO OR XIT CHEMICAL GROUND ROD(S), RUSS BARS, TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REPAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS. NONSTANDARD ANTENNA FRAMES AND ALL OTHER MATERK AND LABOR REOUIREO TO COMPLETE THE JOB ACCORDING TO 29, THE DRAWINGS AND SPECIFICATIONS• IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS, 3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIMIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 30. 4. CONTRACTOR SHALL CONTACT LOCAL 611 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PH IOR TO START OF CONSTRUCTION. S. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 6, ALL DIMENSIONS 70, OF. AND ON LUSTING BUILDINGS, DRAINAGE STRUCTURES, AND 31 SITE IMPROVEMENTS SHALL BE VERWIE13 IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER, 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 32 B. DETAILS SHOWN ARE TYPICAL: SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR_ 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STA81UTY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS:; LATERAL BRACING, ANC HOR BOLTS, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY NCLUDNG COMPLUNCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ,ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING. SCAFFOLDING, TRENCH BOXES/SLOPING. RAKRIERS. ETC. THE CONTRACTOR SHALT- PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF "NEW WORK LIABLE TO INJURY DURING THE CONSTRLICTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DLIE TQ NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES. EITHER TO THE EXISTING WORN, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EX P)"NSE TO THE OWNER'S SATISFACTION. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED, THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE T•MOKC REP_ ANY WORK FOUND BY THE T-MOBJLE REP TO BE OF INFERIOR MALITY AND/OR WDRKMAWHIP SHALL BE REPLACED ANDIOR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED, 1N ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACT'URERTS CATALOG NUMBER SHAD- BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED, T.MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T-MaelLE WAREHOUSE, NO LATER THAN 4BHR AFTER BEING NOTIFIED INSURED. STORED, UNCRAT I- PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCE$ REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 33. T-MOBILE OR HIS ARCHITECTIENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED W17H EQUIPMENT CONFORMNG TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NQ COST TO T-MOBILE OR THEIR ARCHITECTIENGINEER. CONTCTOR SHALL DETERMNE EXACT LOCATION OF EXISTING 11 DRAINS.DRAIN PIPES, VENTS,IETC. EFORE COMMENCING WOKUTILITIES, GROUNDS SPECIAL CONSTRUCTION 12. INCORRECTLY FABRICATED. DAMAGED OROTHERWISE MISFITnNGOR ANTENNA INSTALLATION NOTES - NONCONFORMING Miki ERLfkLS OR RE , P PRIOR TO REMEDIAL OR O ECTIVE ACTION. ANY MUCH REMEDIAL AC7 RON SHALL REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING. 1• WORK INCLUDED: 13. EACH CONTRACTOR SHALL COOPERAT E WITH THE T-MOBILE REP, AND COORDINATE HIS A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY THNOOI.E UNDER A WORK WITH THE WORK OF OTHERS, SEPARATE CONTRACT, THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OD COORDNATTON AND SITE ACCESS, 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTON OF THIS ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILE CONSTRUCTION MANAGER. 15. ALL CABLEICONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 16. WHERE EXISTING CONDITIONS OO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE T-MOSILE REPAND ENGINEER OF RECORD IMMEDIATELY, 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECNFICATTONS FOR THIS PROJECT. 16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION IATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY, 20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC) WITH A PUF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T4ADBILE REP TO DETERMINE WHAT, IF ANY. ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BYTHE CONTRACTOR, CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED, B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND T-MOBILE SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. E. CONTRAC TOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU•PACKARD 87138 RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER SWEEPTESTS. SHALL BE AS PER ATTACHED RFS -MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS' DATED 101M. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORX COMPLETION, F. INSTALL COMML CABLES AND TERMINAT114G BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EOUIPMENT PER MANUFACTURER'S REQUIREMENTS, TERMINATE ALL COAMAL CABLE THREE (31 FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 2• ALL EXTERIOR MS GREED GROUND WIRE 'DAISY CHAIN CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL, ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCT;ON DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR HE-DESIGW FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEEKING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ------------ AMEMCAN TOWER• ULLERTON 1100 E. WOODNELD ROAD, SUITE 500 SCHAUMBURG. ILLINOIS 60173 TEL: 847-90"400 COA# 362" 1 www.FullerconEngl neering,com I REV. DESCRIPTION BY DATE Zk PRELI_M VN OB12I= /0\— . �N4I _— VN DW,* W 0 A_ ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843.6626 SEAL: ``TL1111/lA ♦♦■�� S C O /V ► �,, ■, Z DANIEL W. SMITH 44096-6 � A % SCHAUMBURG,_!4 IL r�Gr '■ L '�/1111111■■ To • •Mobile DATE DRAWN: 09/21/2022 ATC JOB NO: 14143775 CUSTOMER ID: HAYWARD WI-ATC 311585 CUSTOMER A1N0948A GENERAL NOTES SHEET NUMBER: REVISION: G-002 0 SITE PLAN NOTES: �. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. 2, ICE BRIDGE, CABLE LADDER, COAX PORT. AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR $HALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. LEGEND ® GROUNDING TEST WELL ATS AUTOMATIC TRANSFER SWITCH B BOLLARD CSC CELL SITE CABINET D DISCONNECT E ELECTRICAL F FIBER GEN GENERATOR G GENERATOR RECEPTACAL HH, V HAND HOLE, VAULT IS ICE BRIDGE K KENTROX BOX LC LIGHTING CONTROL M METER PB PULL BOX PP POWER POLE T TELCO TRN TRANSFORMER CHAINLINK FENCE PROPOiEu CABLE LENGTH: 1. ESTIMATED LENGTH OF PROPOSED CABLE IS 240'. ESTIMATED LENGTH OF CABLE WAS PROVIDED BY CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER ENTRY PLATE TO THE TOWER (ALONG THE ICE BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF 15% (OF THE TWO PREVIOUS VALUES), CDS DEFER TO GREATEST CABLE LENGTH. 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 PROP05ED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). EXISTING OTHER CARRIER 11'-6" X 25'-6" SHELTER 100'-0" FENCE & LEASE AREA GEN. FILL POINT EXISTING UTILITY H—FRAME M fT HH© F 0 0 o �ti I•..f II Mo 2 GEN. FILL POINT w%WEL SURfAW 74, ).. EXISTING SELF SUPPORT TOWER PROPOSED (1) 1.40" HYBRIFLEX CABLE (ROUTED PER PROPOSED CABLE LENGTH NOTE 2) (REFER TO PROPOSED CABLE LENGTH NOTE ON THIS PAGE) d �. 0=lz;]. IG 1 DETAILED SITE PLAN GRAPHIC SCALE ■! 20 0 10 20 rY (IN FEET) 1 UNIT = 20 FEET J EXISTING OTHER CARRIER 12'-0" X 25'-4" SHELTER EXISTING OTHER CARRIER 10' X 12' SHELTER EXISTING (1) 1 518" HYBRIFLEX CABLE TO REMAIN EXISTING T—MOBILE 8' X 8' STEEL PLATFORM EXISTING AND PROPOSED 2 T-MOBILE EQUIPMENT ON EXISTING STEEL PLATFORM 10 W/CANOPY EXISTING OTHER CARRIER 10' X 15' STEEL PLATFORM REV. 4•, Z\ A&- AMEMCAN TOWERO FULLERTON 100 E. WOOD NEL D ROAD, SUITE S00 SCHAUMBURG, ILLINOIS 60173 TEL•547-90B-8400 COA# 3620• I I www. Fullerton Englneering.com DESCRIPTION BY DATE PRELIM VN 09/27/2022 .FINAL VN g90912p22 ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: AMIX11MI111 ,SC a /Vg F4p, i DANIEL W `•_ ' SMITH I 44096.6 SCHAUMBURG,,4 IL , i r�Gr� ,r,I �!l111111�1 T a •Mobilem WN: 09/21/2022O: 14143776 ID: P HAYWARD WI-ATC 311565#: AlNO948A DETAILED SITE PLAN T SHEET NUMBER: REVISION: C-101 0 SITE PLAN NOTES, 1. CUNTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD EQUIPMENT. IF SO, TWS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING DEAD 2G (6201 CABS) EQUIPMENT. 2. REMOVE EXISTING 2G CABINETS, AND POWER / TELCO WHIPS ASSOCIATED WITH THE DEAD EQUIPMENT IF APPLICABLE. 3. ALL OPEN PORTS NEED TO BE SEALED I WEATHERPROOFED PROPERLY 4. ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. DISPOSE OF MATERIALS PROPERLY OFF SITE, EXISTING T—MOBILE H—FRAME EXISTING (1) GENERi SITE SUPPORT CABINS TO BE REMOVE EXISTING T—MOBILE — ICE BRIDGE EXISTING J (1) 1 518" HYBR/FLEX CABLE TO REMAIN EXISTING T—MOBILE PPC CABINET COVP TO BE RELOCATED -,,— T—MOBILE EXISTING LIGHTS (TYP.) MOBILE 705 SAR A SUPPORT CHAIR OVED T-MOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS EXISTING T—MOBILE H—FRAME PROPOSED BATTERY CABINET EXISTING T—MOBILE ICE BRIDGE (2) AMOBS I EXISTING EMOVED (1) 1 518" HYBRIFLEX CABLE PROPOSED (1) 1.46" HYBRID TRUNK CABLES EXISTING T—MOBILE —� PPC CABINET — CAINNETS TO BE ANCHORED TO EXISTING STEEL PLATFORM USING (4) 112" DIA, HILTI KWIX BOLT TZ STAINLESS STEEL ANCHORS W13- 14" NOMINAL EMBEDMENT (ICC ESR-1917), ANCHORS TO BE INSTALLED IN EACH CORNER OF CABINET. T—MOBILE 8'-0" X 8'-0" STEEL PLATFORM EXISTING LIGHTS (TYP.) PROPOSED SITE SUPPORT CABINET RELOCATED (1) —MOBILE COVP RPO9�D (7) UCT41 mBOX DOSED BIO(s) _ .,SIL(a) (1) AMIA (1) CSR IXRe V2 INSIDE NEW SSC CABINET AA AMEMCAN TOWER• ITULLERTON 1100 E. WOODHELD ROAD, SUITE 500 SCHAumBURG. ILLIN015 60173 TEL-8+-908.84W COA# 3620-11 www.FullertonEngineering.com REV. DESCRIPTION BY DATE /\ PRELIM VN 09/27/20 /0\ FINAL — _ VN LA ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: — — — — ...... DANIEL W. % ; SMITH 44096-6 ,�0 °; SCHAUMBURG,,'� !L Au + % • mMobilew DATE DRAWN: 09/21/2022 ATC JOB NO: 14143775 CUSTOMER ID: HAYWARD WI-ATC 311585 CUSTOMER#: AlN0948A EXISTING GROUND EQUIPMENT PLAN DETAILED GROUND PROPOSED GROUND EQUIPMENT PLAN 0 ,.s 9' ■ TOIBEREMOVED ENT !9Jsm - EQUIPMENT o iv_ PLAN 1.5' g ■ PROPOSER EOUPM17-NT 1"=,' (22X34) SCALE: 1"=2' (11X17) TO BE INSTALLED IV SHEET NUMBER: REVISION: "=,'(22X34) C-102 0 TOP OF EXISTING OL HIGHEST APPURTENANCE ELEV: 268' kOP OF EXISTING TOWER _EkSTINC CARRIER ANTENNAS ELEV. 250' RAD CENTER 0 257 —6 EXISTING OMNI ANTENNAS vi RAID CENTER �12T 6 EXI,STWO ❑MNI ANTENNAS RAD CENTER �234-6 EXISTING CARRIER ANTENNAS RAD CENTER dO 217' EXISTIN[; CARRIER ANTENNAS iiAD CENTER � 2ll.i EXI57INC 7—rrsOE71LE ANTENNAS RAD CENTER � 194' 1 EXISTING T—MOBILE J C?fISUNfi 'CARRIER ANTENNAS C-40 EQUIPMENT RAD CENTER & 175 EXISTING (3) RRHS (1) COVE TO REMAIN (6) ANTENNAS (2) RRHS TO BE REMOVED EXISTING SELF SUPPORT TOWER 4 EXISTING (1) 1 518" HYBRIFLEX CABLE TO REMAIN EXISTING TOP OF BASE PLATE EXISTING TOWER ELEVATION SCALE: N.T.S. 10P OF EXISTING OIL HIGHEST APPURTENANCE ELEV 266' 06 TOP OF EXISTING TOWER ELEV. 250' PROPOSED (3) FFVC-65C-R3-V1 ANTENNAS (3) AEHC ANTENNAS (3) AHFIG RRHS (1) PENDANT CONNECT EXISTING (3) RRHS (1) COVP GPROPOSED T-MOBILE EQUIPMENT PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 0NIW022, THE EXISTING MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING ATC HAS COMPLETED THE TOWER ANALYSIS ON 09/15/2022 AND THE TOWER CAN ADEQUATELY SUPPORT THE PROPOSED LOAD EXYS�ANENNASfu4[DEXI5ASRAD EXISTING O NVI ANTEN S RAD CENTER 234 -6 k•X1STINC CARRIER AN AMS R40 CENTER 0:217 EkLSTINq cnRR1ER ANTENNAS 1?b-NTER � 20J ExIS77NC T- MoolEE ANTENNAS RAD CENTER ® 194' Ex1571N" RJER ANfL'NNAS Ah RAfI CENTER 9 7 5 W — EXISTING (1) 1 518" HYBRIFLEX CABLE EXISTING SELF TOWER NOTE: 4 SUPPORT TOWER 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT PROPOSED THEY HAVE THE MOST RECENT VERSION OF THE RI D TRUNK (1) 1.46" HYBRID STRUCTURAL ANALYSIS BEFORE COMMENCING (ATTACHED THE EXISTING TOWER WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2. WHERE APPLICABLE, ALL NEW ANTENNAS, EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE PAINTEDISOCKED TO MATCH EXISTING EQUIPMENT IN ACCORDANCE WIT11 FAA, JURISDICTION, AND/OR ` OTHER LOCAL REQUIREMENTS, j` 3. 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 EX1srINC TOP 4. ADAPTERS (DO NOT ATTACH TO TOWER LEG). TOWER ELEVATIONS ARE MEASURED FROM TOP PLATE OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL (A.G.L.) r 2 PROPOSED TOWER ELEVATION SCALE: N.T.S. A& AMEMCAN TOWER• ULLERTON 1100 E. WOODFIELD ROAD, SURE 500 SCHAUMBURG, ILLINOIS 60173 TEL•847-90B-8400 COA# 3620-11 www. FullertonEngl neering.com REV. DESCRIPTION BY DATE A PRELIM VN 09/27/2022 FINAL__ _ VN_09/29/2022 ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: �11111111�rr 0C O 11►3+7rr�. DANIEL WI SMITH 44096-6 '� : SCHAUMBURG,..-`r� IL r � /r 11111111�,+ T • wMobilem DATE DRAWN: 09/21/2022 ATC JOB NO: 14143775 CUSTOMER ID: HAYWARD WI-ATC 311585 CUSTOMER#: A1N0948A TOWER ELEVATION SHEET NUMBER: REVISION: C-201 0 EXISTING COMMSCOPE—FF-65C—RI ANTENNAS TO BE REMOVED p Q (1 PER SECTOR) (TYP.3) Q EXISTING AHLOA RRHS Al A2 TO REMAIN — (1 PER SECTOR) (TYP.3) EXISTING SELF SUPPORT TOWER EXISTING (1) COVP TO REMAIN EXISTING FXFC RRHS TO BE REMOVED (1 PER SECTOR) (TYP.2) C2 — EXISTING ANDREW—TMBXX-6517—A2M I ANTENNAS TO BE REMOVED (I PER SECTOR) (TYP.3) 6p� �B1 C1 �Tq EXISTING SECTOR FRAMES vBz (I PER SECTOR) (TYP.3) TO REMAIN IIIIIIIIIIIIIM • = EXISTING ANTENNA PLAN N FINAL ANTENNA SCHEDULE PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 011119/2022, THE EXISTING MOUNT CAN . ADEQUATELY SUPPORT THE PROPOSED LOADING CY ATC HAS COMPLETED THE TOWER ANALYSIS ON 09/1512022 AND THE TOWER CAN �. ADEQUATELY SUPPORT THE PROPOSED LOAD 7 AMEMCAN TOWER• _ c PROPOSED COMMSCOPE-FFVC-65C-R3-V1 u a ANTENNAS (1 PER SECTOR) (TYP. 3) 50 Al A2 PROPOSED NOKIA AHFIG RRHS G 0 PER SECTOR) (1YP. 3) -- EXISTING AHLOA RRHS EXISTING SELF (I PER SECTOR) (TYP.3) SUPPORT TOWER — EXISTING (1) COVP PROPOSED HELIAX PENDANT C2 CONNECT (TYP. 1) PROPOSED AEHC ANTENNAS G (1 PER SECTOR) (TYP. 3) C1 0-5 �P G� EXISTING SECTOR FRAMES (1 PER SECTOR) (TYP.3) 1 i B2 LEGEND N LEGEND EXISTITO OVER ENT FINAL ANTENNA PLAN . PROPOSED EQUIPMENT ■ TO BE REMOVED � 71 70 BE INSTALLED ANTENNA SUMMARY NON ANTENNA SUMMARY MECH/ELEC ANTENNA BAND STATUS ADDITIONAL TOWER STATUS D-TILT MOUNTED EQUIPMENT Al ANDREW TMBXX�517-A2M L1900/U1900 0-2/2 RMV FXFC RMV ALPHA 194' p° A2 COMMSCOPE-FF-65C-Rl L700/L60O/N600 0-2/2 RMV AHLOA RMN BETA 194' 120° B1 ANDREW TMBXX-6517-A2M L1900/U1900 0-2/2 RMV FXFC RMV B2 COMMSCOPE-FF-65C-R1 L700/1-600/N600 0-2/2 RMV AHLOA RMN C1 ANDREW TMBXX-6517-A2M L1900/U1900 0-212 RMV — _ GAMMA 194' 240 C2 COMMSCOPE-FF-65C-R1 L700/L600/N600 0-2/2 RMV AHLOA RMN NOTES I. CONFIRM WITH T-MOBILE REP FOR APPLICABLE LOCATION UPDATES/REVISIONS AND MOST RECENT RFDS FOR NSN CONFIGURATION (CONFIG). GC TO CAP ALL UNUSED PORTS. 2. CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS SECTOR RAID AZ POS ALPHA 194' 0° Al NOR IMPEDE TOWER CLIMBING PEGS. BETA 194' 120° B1 B2 CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU: 15' RRU TO ANTENNA: 10' STATUS ABBREVIATIONS GAMMA 194' 240° C1 C2 REL: TO BE RELOCATED RMV: TO BE REMOVED RMN: TO REMAIN ADD: TO BE ADDED EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY MODEL NUMBER STATUS COAX HYBRID STATUS COVP RMN RMN ANTENNA AND RF EQUIPMENT FINAL ANTENNA SCHEDULE ANTENNA SUMMARY ANTENNA BAND L2500/N2500 MEGH/ELE D-TILT AEHC 0-2 COMMSCOPE L70WL80DINGOWL2100 FFWfi5-R3 V1 IL1900 0 2/2/2/2 AEHC L25GOIN2500 0-2 COMMSCOPE L700IL608IN600IL2100 FFW-65-111341 IL1900 0-2I2/2/2 AEHC L2500IN2600 D-2 COMMSCOPE C0BIL600I 6600AL2100 IFFVV45411341 /L1900 0-2/2/2/2 FINAL FIBER DISTRIBUTION I OVP BOX MODEL NUMBER STATUS LE COUP RMN PENDANT CONNECT ADD NON ANTENNA SUMMARY STATUS ADDITIONAL TOWER STATUS MOUNTED EQUIPMENT ADD ADD AHLOA RMN AHFIG ADD ADD _ ADD AHLOA RMN AHFIG ADD ADD _ ADD AHLOA RMN AHFIG ADD FINAL CABLING SUMMARY COAX HYBRID STATUS (I) 1 518" RMN (1)1A6" ADD ULLERTON 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG. ILLINOIS 60173 TEL•847-90843400 COA# 3620-11 www.FullertonEngtneering.com REV. DESCRIPTION BY DATE PRELIM_ VN 09/27/2022 FINAL VN 09/29/2022 Z/ .A- ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: `111111//� \�1............. c O N$�'r�� ...... DANIEL W SMITH - 44096-6 ��0, SCHAUMBURG..4U IL /��II111111�1 T • •Mobile DATE DRAWN: 09/21/2022 ATC JOB NO: 14143775 CUSTOMER ID: HAYWARD WI-ATC 311585 CUSTOMER#: AlNOMA RF SCHEDULE AND ANTENNA INSTALLATION, SHEET NUMBER: REVISION: C-401 0 20POSED ANTENNA EXISTING SECTOR FRAME EXISTING PIPE MOUNT } PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL - SCALE: N.T.S. PROPOSED CABINET PROPOSED 1/2" HILTI KWIK BOLT `az2 �� z m ! EXISTING STEEL PLATFORM NOTE: INSTALL HILTI KWIK BOLT ANCHORS STRICTLY PER INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR FOUND ONLINE AT WWW.US.HILTI.COM. PROPER INSTALLATION IS CRITICAL FOR FULL PERFORMANCE. 0 CABINET ATTACHMENT DETAIL SCALE: NOT TO SCALE EXISTING ANTENNA MOUNTING PIPE PROPOSED RRU MOUNT LOCATION [OPTION 1) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED ANTENNA EXISTING SECTOR FRAME CPROPQSE❑ ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S, AMERICAN TAWEne FULLERTON 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, IWNOIS 60173 TEL• 847-908.84W COA# 3620-11 www.FullerconEnglneering.com REV. DESCRIPTION BY DATE AA PRELIM VN 09/27/2022 /u, FINAL VN 09/29/2022 A ATC SITE NUMBER: 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: `,Illllll�r r � g C O /y� DANIEL W. SMITH ' ' 44096-6 ` A SCHAUMBURGu ILr��: r,��llllllll�� T • •Mobile• DATE DRAWN: 09/21/2022 ATC JOB NO: 14143775 CUSTOMER ID: HAYWARD WI-ATC 311585 CUSTOMER #: Al NO948A -- CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 EXISTING ANTENNAS PROPOSED ANTENNA TO EXISTING ANTENNA MASTS EXISTING COAX GROUND KITS PROPOSED #6 AWG — I STRANDED CU WIRE WITH GREEN, 60OV, THWN INSULATION 1 I TO PROPOSED RRU S t GROUND LUG (TYP.) II t i PROPOSED #6 AWG STRANDED CU�� WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED OVP BOX GROUNDING CONNECTION TO r EXISTING TMAs I ' PROPOSEDJUMPER PROPOSED CONNECTOR AND WEATHERPROOFING KIT I I I I PROPOSED WEATHERPROOFING KIT I I I �{ PROPOSED CABLE 2 GROUND KIT 501 I i I I I j • a' I � � ANTENNA CABLE TO y ` I CABINET (TYP.) � � I t I / `■ ++ i ! /� — #6 AWG STRANDED CU + V WIRE WITH GREEN, 60OV. �`�, `+ .' +y } fl �• THWN INSULATION EXISTING GROUNDING I .I`_ GROUND BAR MOUNTED 3 CONNECTION TO NEAR/BELOW ANTENNA LIGHTNING (TO BE INSTALLED IF03 PROTECTION SYSTEM i REQUIRED) NOTES: / I. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS- 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST. LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN - STANDARD CONDUIT USE TABLE CONDUIT TYPE USE CASE LOCATION RMC (METALLIC) AC, DC COMM ABOVE GROUND PVC AC POWER UNDERGROUND LFMC AC, DC, COMM MAX 6' PER CONDUIT RUN, ABOVE GROUND ONLY INDOOR AC, DC EMT INDOOR NOT EXPOSED TO THE OUTDOOR COMM ENVIRONMENT (MUST BE DRY) LFNC GROUND CONCEALING AND PROTECTING BTCW RISERS WIRE ONLY CONDUIT TYPE EMT (NOT PREFERRED) USE CASE I OUTDOOR DC, COMM RMC OUTDOOR/INDOOR NONMETALLIC PER NEC (ALUMINUM) GUIDLINES TO ANTENNA ANTENNA CABLE 2 1/2.0 MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) TO GROUND BAR TO EQUIPMENT GROUND KIT NOTES 1. DO NOT I NSTALC CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2_ CONTRACTOR SHALL PROVIDE WEATHERPROOFING KrT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. USE CASE EXAMPLE ABOVE GROUND PPC TO SSC UNDERGROUND PPC TO SSC OR BACKHAUL TRANSPORT HUB TO SSC TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT TO BE USED WHERE IT CAN BE STEPPED ON CIRCUIT PANEL TO JUNCTION BOX EXCEPTION CONDUIT USE TABLE LOCATION GROUND RING TO MGB OR SSC USE CASE EXAMPLE OUTDOOR WHEN USED WITH WATERTIGHT BETWEEN EQUIPMENT AND BATTERY CABINET OR HUBS ONLY EQUIPMENT TO EQUIPMENT CABINETS FOR INTER CABINET CONNECTION MAT BE USED AS A LOWER COST ALTERNATIVE TO ABOVE GROUND METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC: WW-C-540C, UL-6A, ANSI C60.5, NEC 344.10 (A)ALLOWS THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS ,, CONDUIT USE TABLES PRnPnQFn reond❑T — #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR � yy f I rI 4 EXISTING EQUIPMENT GROUND BAR (TYP) 3/8" X 1-1/2" SS BOLT (EACH SIDE) J �r �JI I 3/8" SS LOCK WASHER (EACH SIDE) FLU / "c 1/4" X 4" X 6" GROUND BAR (ERICO PIN: EGBA14406CC OR EQUAL) TWO -HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) OROI}NO BAR NOTM 1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S), 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. TOWER GROUND BAR DETAIL SCALE: N.T.S. ELECTRICAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUIT% CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FORE LECTRiCAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT- 2. ATC HAS NOT VERIFIED ANY EXISTING T-MOBILE GROUND EQUIPMENT OR ELECTRICAL LOADING, PROPOSED WORK BASED ON INSTALLATION CONFIGURATION PROVIDED BY T MOBILE, CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS SUFFICIENT SPACE FOR PROPOSED BREAKER, PROPOSED CABLE AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW: OCPD SIZE WIRE SIZE GROUND SIZE CONDUIT SIZE 8OAl2P 2#3 AWG #8 AWG 100/2P 2#2 AWG #8 AWG 1-1M" 125Al2P 201AWG #8 AWG 1-1/2" 150A/2P 2#1/OAWG #8 AWG 1-1/2" CABINET GROUNDING DETAIL ELECTRICAL NOTES SCALE: N.T.S. REV A r: f� AMERiCAN TOWER' ol,ULLERTON 1100 E. WOODFIRD ROAD, SUITE 500 SO-IAUNBURG, ILLINOIS 60173 TEL: 847-9084MM COA# 3620-11 www.Fu IlertonEnglneering.com DESCRIPTION BY DATE t PRELIM VN 09/27/2022 FINAL VN 09/29/2022 ATC SITE NUMBER 311585 ATC SITE NAME: HAYWARD REBUILD WI T-MOBILE SITE NAME: HAYWARD WI-ATC 311585 SITE ADDRESS: 10240 N. TOWER ROAD HAYWARD, WI 54843-6626 SEAL: 01111/rr `` o IV `' DANIEL W. SMITH .D 44096-6 = SCHAUMBURG,.4; ;7p IL 3 Ilia y110 ", NTH• sMobile•I , 09/21/2022 14143775 PDATEDRAWN: HAYWARD WI-ATC 311585 A1NO948A GROUNDING DETAILS & ELECTRICAL NOTES SHEET NUMBER: REVISION: E-501 0 -WW1*. WOW- w EAworn 2 3 4 8who-n ° *+P� plorrll cl�r,gp GJYrI prrlay� ion�hh�4+7nr+I �lMak+Y Macao kN6! L,ta+ M log B.rhn,odrN — Tnr+apoe By+Wo Junction 60K } Hybdd Cable s'F+korn j�1IH,�GpNCR'i14d1 Prgwo d PAN Eq pit T.mp4..: Blr�x z Eomnrn 1 2 3 4 Enm-n Typo }Fp Meun IIMF rYF4+p�^am q HPC7 e116R e� m41.W�wyC+euNlF4 } R"O iit IJiOR¢�1 IIM1M+ Illlrl B..14rrtl 'aes kAJ Frr.cApnalily 6iav� Bar4r,d BuhmoOuN A-81-0 I kryibC iWl+y: im+ Bawdntl fwhrack �AMIA� Trmporl 6pNm WIPff%a V Juncdc.i&DG �J'P Ma*j �McAla FIDE 2A brr lun[bm '� ierc Fra/Wp Pewe�Plu� 7S7'1RBII�I } J2E'NES. p Ay.•y, - f?�C{ 'r Ijsoawr rw 7 woaJ.. f �a� su V�— wl E r� MCi f.6�Aj Configuration 56790EZ_SR_T * For 56 and LTE Airscale BB dimensioning refer to Fiber Port matrices. (AIPha, Beta & Gamma) o lB + MB Orto Passive Aownna FDD- Lowband t„ B12 (1.70D) - 5 MHz B71(L600) -10 MHz x 871(N600) -10 MHz FDD - Midband N19 B4 (L2100) - 20 MHz W B66 (AWS3) - 5MHz 866 (N2100) - 20 MHz e 7 6 5 4 9 1 l B2jB25 (L1900) - 20 MHz B25 (N1900) - 20 MHz i SRAN - GSM PCS TDD - Band 41 AHI-OA AHFIG L2.5(2.5GHz)-60MHz w A1hrS+PCs N41(2,5GHz)-100+80MHz HCS1.0 Top Ground HCS2.0 TowerTvp HCS1.0 510 $RAN Single AMIA FDD+TDD 5G+4G / 2G NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-601 1 0 INN CKAfTAiAk JADE Y M-01111 1111ACA OU10 WMVITA ION) t46 RMNStNCONGPADIL"FII, MULtIVIE U140%, r MO al fAN BE N[*NIG iKA M84114), MUt TIPLE 0114M, UINLIDADtli 14.6 RMNNEMljtl►�I 'RAf >iM�,'IIMIGLI $#FIIG; t+II�JIDfO l4?� FAMI BE NVN15 File rALJgIN), PUKAMN 1 7 ARWA COAKLIi aTED CCIIPPER w+1momitlAftl lilt) r � IMmft�nl(� 2'S� �nlsat�� ., u�w� rrRrw� Ipl� a� TlNUI t toAn. 1 T>rKiA1bfI t100 CLEC'MICAL (CINDUICTOR MATCRIA.t COPKII CONDUC TOR CONSIMuC T40 hI 5 TRANO C-0NDLICTOR Cokolt ■UIE. v"ck Fd%t+,1f'vlTylarloffi`CI J&71nojhm,M (0f4DUCTORS, CITE' u CriNo CTOR 51ztl ►wry R fMi'SWI Q VFS LIL ItAIIINO La Mar, d1 CWTICAt FINEIA TYPE 151WAI MODE 4G SSY 21 Flof as, 13" Afl AMRIS AIIIIONlddAml , VAN, 1&W3ZW;-13?frn C15 ENSPI �51 Ick MAX tmw LiJIS" 1130 nm iN psi3.S ps my LIM 14 L05 Si do I -P9g IOJ%FXTKIp k 055taffil , rCrS1 I Fgm1It0M##% IwlTAI I]ucnL)N ., G 46 R;V1A K IXISSf dill POST ERVIROMIANTAt REDw1m , S E%J10F F WAVILUNGT14inmi im P I TAII TF RA+RNATION I r PAAR, STLkiUmT f NVRDN CJPERA nNCi T>: FAAI 11 -KI TO ■ K7 StDRAGe TEVF#'F) 40TO 167 IN Ifti mK1 -VS TI•IiIth"t CKLIF IEC f")I+II- T- ld WISRAT'ON IEC fi=& 1.64 14ff ArIrTI M 1bl A A Rm P.kp IC11,A&% om",w.r Ibw we ■ *m m#w -i"AwrU wTM4w II*ena Pinta fit F04-4 NOW W CABLE CROSS.SECTiON NoT DRAW N TO SCALE NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: I REVISION: R-602 0 i J - COWNOOIi YSN�I,� _�_ Y1 ANILINM _ wpm__ fla Le "a .. --- All olem-}-. MoLMIm IPA WW-4 & PN&Ir- OR Y" O O �, O� �O O O O • • O s Y1.►7�x �■.. PAW MININIINrf -- i�"N�P- �-jai Maw) � I 1�F wr `SIIIANJ RELEF PLATE d ao PAC o" , UC IN z RV GW 3 Opr 4 MANUFACTURER: NOKIA MODEL. AHFIG DEMI=NSIONG: 28.7SA2.9'z5.5" (WI MOUNTING BRACKETS AND COVER) WEIGHT; 70.5 LBS FREOUENGY: 825. B05 iBGOP, AIDE SUPPLEMENTAL SHEET NUMBER: R-603 REVISION: 0 v MANUFACTURER: NOKIA MODEL: ASIL CONTROLLER CARD (474767A) DIMENSIONS: 1.9" X 6.62" X 14.64" WEIGHT: 6.8 LBS EAC (HDMI) SIN (HDMI) GROUND (DUAL -HOLE SOUT(HOMI) RESET 2x MS) 1 MplfiFA © 0V 00o ZOO OOPOOGO ob DCINM4SV E (CLAPS) J SERVICE SEI2 (OSFP) EIF2 (SFP) SEI1 (OSFP) EIF3 (SFP) MANUFACTURER; NOKIA MODEL: AMIA WEIGHT: 11.2 LBS (UNIT ONLY) DIMENSIONS; 5.1"X55.7"X17.6" SUPPLEMENTAL SHEET NUMBER: REVISION: R-604 0 t 0 of Q MANUFACTURER: NOKIA MODEL: ABIO INTERFACE WEIGHT: 5.84 LBS DIMENSIONS: 0.98"x8.62"x 14.33" IAW L FIINCIWN COINED= 1M ADDITIONAL NFORYATIOH M TO 11111111 FfAwnvAL SFP28 0CpRI 10/25M 10IINTWACU/xdQ wx_ mm a10 WIT PORT ARE 0"-CAPAR E (UeE RATEl-Z4a/4.Q1/VA3 Ol" r/ q0) U7!m nrnr nps� � 14M' !aE vaw MANUFACTURER: COMMSCOPE MODEL: FE-16148-OVP-B12 WEIGHT: 15.2 LBS DIMENSIONS: 14"xISIX 8" NOKIA — CSR IXRE V2 ROUTER WEIGHT; 11.2 LBS, SIZE (HxWxD). 1.75x17,25x10.o IN. AIARM/GROUND(r) J-M POWER (,B' TO 1.3') V O O AO O V O I11 ; 1TI -m JUMPER (5' TO T) SUPPLEMENTAL SHEET NUMBER: REVISION: R-605 0 IYlwl . • J fL..f •L "M IIIIP 4 v •.t a•aK -A •r: y yw.,.Ol►- sei �Itn • 1 1 2'ir •i .l xWoNmm •:=61'FLr li ra L�f /LyL —'L•L •:7l Yt 1 1 CUSTOMER APPROVAL IRhq slap T'i P I III ' iYY�1Al.lI'F}('YlTr+('Al[:TII?fl �71�4;}rl . I •••/¢IC716 p.+.l! cytix'tilrT ACLLIANCE'" RPCRATICN> THE POWER OF BEING CCWWCTM SI'!lal;hi I_Y' t C>-ATE [AlAVi�4 MSC 7OIKu.S2S LdI(CKED DOB .0180529 APPRDV(D Don 201Bar, i4 l"til 4l I LnF.1f.41'nnY. /+II h •N •h '. ITIIISS i iln�M'M�ii lPlrlll 11 O(SCR.IPTION' HICAP HYBRID BREAKOUT CR5 BOX (FULL ASSEMBLY) MATFRIAI u • .: ., . , WFIGHT CULUIIH HLACI c.lt � I • I I I .. OWr, rvn AC-F605•HICAP•FUILASY•CRS S(AI C TUIIRANCL fI XR L 4011, 11 XKK !11 MO. F. i:- � 1: r'�•INll l,: �'f-ry -i• Al ': -•'i lFl— •. S'.�na /. �I �ddl'.1. .I•dl. u.56�1'I'rll:gl '�r. 'r P. •n . w.\'+I srl •.: el Y 1`•'•'.:lu I'. '.'..�' u:Vl ul 'll. 6 •.I, 'i•d I bi!.I 1!f1�ll, I'"� I::II I, I'A 1„111 !i II A •hl klrj•,Ill•�.xll.�'h•II'''. �11'.!'•',II'•�I"- 1 e.i'i l CLdh�HA'IU'I I NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-606 0 m MANUFACTURER: DELTA MODEL: HPL3 SITE SUPPORT CABNEr DIMENSIONS: 74 x 30 x 35' (H x W x 0) WEIGHT: 373 LBS NONE: • CORRECT KNOCKOUT TOOL REQUIRED FOR IU 0 HI SKNOCKOUTB. DO NOT DRILL THROUGH • CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABLING r r KNOCKOUTS FOR DO OEN RIATOR COMM BE PROPERLY SECURM TO PREM(T 2` IRIOCI0017R ■ R,OO COFfxltl, LL FIM DO WMCOI�URITF t �raFI7R OC YIMIE j '�A TO CCYP. NI oaFl w mm 9E PROPERLY I TO PRMIT o I&M �1 swat w a mm our ! 1—*A n Al 11 1111111 1 !� cwu MR AI• PLNM I f r moa:ourri .II Rxx� aOFEUR, LL ooROAxr I= & BORwM ,x►"t FBFR OPTIC CAKE MR Caw. Ca1DUTr MUST BE PROPFALY >�Al11ED TO PREVEKr oAMkW (2' IOIOgM FURM CUM to s' KNocKOur FOR v* 7-71 3 1' i WKXOUTS ARE II+IETIOEA FOR uC POWER 1 To TRr[ EMA OR CL 14 FROM[2j TEE M FIOLE ua MR OROUIElw (soTM slogs) LEFT VIEW GROUNDING NOTE: "CABINET GROUNDING TO USE A SINGLE, #2 BTCW CONDUCTOR, W/ 2—HOLE, V C—C, LONG BARREL, WINDOW LUG, IN 3/4' LFNC TO GROUND RING. PLINTH GROUNDING IS NOT REQUIRED." PLAN VIEW FRONT VIEW BOLT DOWN PATTERN rI oft COP TLY RIGHT VIEW NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-607 0 MANUFACTURER: DELTA MOTEL. LB3 BATTERY SUPPORT CABINET DIME7+I960- 72 x 3V x 35' H x W x D wmfn wo LBS EQUIPMENT) NOTE: • CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS. DO NOT DRILL THROUGH KNOCKOUTS • CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABLING 2" iWDClWM F Iwo UHUSILT COMM TO 4ATIERY GIBWET CARNET U LEFT VIEW GROUNDING NOTE: "CABINET GROUNDING TO USE A SINGLE, #2 BTCW CONDUCTOR, W/ 2—HOLE, I" C—C, LONG BARREL., WINDOW LUG, IN 3/4' LFNC TO GROUND RING, PLINTH GROUNDING IS NOT REQUIRED. �aoour . waa c�rlounr, u T BODY sATTERr a461E T MUST BE PROPERLY SEaRM ;DEIFY MQLW r KNOMOM FOR AC POM TO DC CAB+ET FOR HFATER XE LLIQ FOR mm son) PLAN VIEW FRONT VIEW BOLT DOWN PATTERN TIMO HOLE Lm Ax vnval m teomi caslr�r U>IM�I r RIGHT VIEW SUPPLEMENTAL SHEET NUMBER: REVISION) NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED Q �G O Q O AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT- 1 ` V (� Im R1CAN POWER' Mount Analysis Report ATC Site Name : HAYWARD REBUILD WI, WI ATC Site Number : 311585 Engineering Number : 14143775_C8_01 Mount Elevation : 192 ft Carrier : T-Mobile Carrier Site Name : Hayward WI-ATC 311585 Carrier Site Number : AlN0948A Site Location : 10240 N. Tower Road Hayward, WI 54843-6626 46.00135664 ,-91.40615118 County Date Max Usage Result Prepared By: Molly Li Structural Engineer 41�j�" U Sawyer September 19, 2022 : 104% : Pass Reviewed By: +0C D 1V V 4 �. , ,,.-...,... �f BRYAN X. � LANIER 488 tell COA: 4069-11 Eng. Number 14143775 C8 01 September 19, 2022 r IEIRICAruTvwiEW Page 1 Introduction The purpose of this report is to summarize results of the mount analysis performed for T-Mobile at 192 ft. Supportinig Documents Specifications Sheet ALT 211611-7, dated May 18, 2018 Radio Frequency Data Sheet RFDS ID #A1N0948A, dated July 26, 2022 Reference Photos Site photos from 2021 Analysis This mount was analyzed using American Tower Corporation's Mount Analysis Program and RISA-3D Basic Wind Speed: 107 mph (3-Second Gust) Basic Wind Speed w/ Ice: _ 50 mph (3-Second Gustj w 11.50rr radial ice concurrent Codes: ANSI/TIA-222-H Exposure Category: C Risk Category: II Topographic Factor Procedure: Me hod 2 Feature: Flat Crest Height (H): 0 ft Crest Length (Q: 0 ft Spectral Response: Ss = 0,041, S1= 0.018 Site Class: D - Stiff Soil Live Loads: Lm = 500 Ibs, Lv = 2 00 Ibs Conclusion Based on the analysis results, the antenna mount meets the requirements per the applicable codes listed above. The mount 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 ATC Tower Services - 3500 Regency Parkway, Suite 300 - Cary, NC 27518 - 919,468.0112 Office - 919.466.5414 Fax - www.americantower.com MOUNT ANALYSIS SUPPLEMENTAL SHEET NUMBER: REVISION: R-609 0 C .QP V) 1�61�1 O z • Yo�}� �: W -o =0Qaz It CD 0 C* 'd N N N ...... a L �� Gj a,Ln o n o 'y ...� M 0 M N m O M 00 00 N N m O' W OI Q O LM O �. 3 = In cc en d' Ln v a MEOW CC �' � Q 3cyi 00 L Vf M m M � Z L .Q OLn O !� Z C O y Q et M T-f No m O. H N = M e-I F- = Q In lip 00m 0 L Q� L E E E E z �� m 0 — V Z Z C aj L Z 3 ba m m W ._ ._ 0 H � u H of = O Lu 2r V of V C CC a` cn n U L 3 41 c u E m U. T to UD O N .-I ti co W 00 11 Ln u z z u g Ln T m f0 a c m cr- m J J w u H 3 f°- Q