HomeMy WebLinkAbout024-741-29-4301-LUP-2023-064 SUBMIT COMPIETED AVPLICATION AlID
.. - FeEto: APPL�CATI�N FOR LAND USE PERMIT
Sawyer County SAWYER COUNTY,W ISCONSIN
Zoning&Conservation Depart. i ,«S•,,mo rar.�m.e1 ��_?� �� J��
10610 Main St Suite 49 " -v ' -- —�
Hayward,Wt 54843 U /(, / ?� Ch k# �L��" �
(715�634-8288 I � v
Rcpt# t i 3t 6
�NS 4�['Ic YS No pe mitt vi p Oe��ssued unul alI feM are Dab � .,,. ..,_,
Checb are made payable to:Sawyer County 2oning Oepartment M (�
ornrn=ne- .at� ^�i .�vr,c�.ortir�*s�>�.�ae a �•�__c- ��� � �.. Or�g�n.dAppllcat�onMUSTbesubmittrd UTININN (N�PEN�II) y,
svt t,:;r:h� a-ci .�. ir..r�_ .. -,n . - .... .
—_ _________._ __—_�__._._..
Owner(s)Name: : Cootnctor(s�Name ,
IVerizon Wireless TBD
' -- _ — - ---- _ .__
inna�r�gndares5: 49030 Pontiac Trail Suite 100 Wixom,MI 48393 ; �^a�rngnderess:
I
' --- _ . - -- - =---- _____._—
' P�10ne 612-986-1993 Pno�e:
' emaa: lknapek@smj-Ilc.com ' emaa: �
� sKeaedress: ��556W LAWRY ROAD HAYWARD,WI 54843' prDatea �redtor. �
' �eearyriNa ;; t�(-- ���1 1-- �`'� � �l 3C ` To�o�: ' TC��.�v�� I,Gt�C-� �
PermkdeliveryMethod �i �all Owner �vlail Owner -.CaU Contractor -,Mail Contractor ��
_ I� /\
i� Is Property/Land within 300 fee[of River,Stream m�i ; I
� Distance Structure is from Shoreline: I Is your Prooerty
�----v'---------------�i feet ar'-Wetiands
-- g m Flaotlplain I
Y � F � ' P�esent?
I ��^e•m,s p rty/land within 1000 feet of take,Pond or Fiawa e . Distance Structure is 6om Shoreline: � Zone' Yes
Creek or Landward side of Plood lain. �����-*o�.t+���-
iShoreland - --------�
is Pro e i Yes vNo i
� r,��.. . .. ,. --►.. feet ' �Vo /� �.
Non-Sharefand
Describe Project
Value at rme of Totai#of
Projed type foundation What Type&Capacity is the
Completion (House,garege,shed,deck, Number 6edrooms
•include donated Of StOri25 (easement, post Sewer/Sanitary System(s)
time&material Addition,etc...) Crawlspate,
Listseparately Slab) �onstruction
5 I
o�rg
i
� S Actessory Bldg
5$25,000.00 ve�aa,eq��om��Moa�rU�p�
ndaluuNa�eration
Height:
TotalSquare Lowest
Proposed Use � Proposed StruGure Dimensions Footage Grade to
(multiply per Highest
sioryJ Peak
� Residence t x , Ft.
with 2ntl story or loft ( x �
Ft.
witb Basement � X �
it.
� Residential Use Attached Garege ( x 1 i Ft.
Acceswry Structure ieapia��r � X � �
' Agrieultural !c��r:-.asa.rge<.,nPe<.,oa�e��,>,�m Ft.
Use Temporery Guest Quarters or Bunkhouse�c��u�c;oe1 ( x �
Ft.
�Commercial/ Deck/Porch/Patio ( x �
Ft.
industrial Use ( x �
I (2n°)Deck/Vorch/Patio � ft.
_ Municipal Use ( x � I
i ' Other�,ztpia�n;
I Ft.
Other , ( x j , i
iPrineipai Strueture�ag�n.�,!m�ai,commerua!,m�:r��o�a�,�t�c.� �'�. Ft.
1 x ) I
� Addition/Altera[ion;>.oia���� � �� �
I Ft.
! ; � Total Non-habitable square feet:
� i Total habitabfe square feet: ( �d��k�,p. � � '
: 3no;,gara es.iheds,smra e area i�,�er,.rcr,urell
i
�,
Original Application MUST be submitied
^ � Attach a Plan or Sketch your Properry on 8.5"x I S"or 8.5"x 14"paper:•Must'Include location and setback of proposed and existing stmctures,road�
drrveway,sanitary components,wetl,lake,r'rver,stream,and wetlands.
�� Setback Setback �
Descriptlon -� Descrlption I
MeawremeMs Meawrements
..—._._. _ _T._....._—__.._. ----- ---�
--.�_. ..____.- ' — -__ ..-.---
'�. Se[back from the Centedine of Platted Road anator ��. Feet '. Setback from Yhe Lake(�ri�.v�.� �r21 Feet �
..nr�
__.--� ---- -- --_. ...:_.� .__._---�.
I Setbark from thP Establ shed Right of-Way feet ! Setback from the Rrver,Stream Creek : ieet ��;
�. _..�.._ _.... ' ------ �------ --.._y..,__.
[ i _ � Setback from the Bluff�r-po��cabie �� Peet i
--._..� ._.__.___. _ .___-._ .._.__�
: Setback Prom the North Let I mo '� Feet ; ' i
�_.._._._._ _- ---- —_._. ._..,_..— —._ .. _- --
'. Setback from the South Lot Line �� Feet '' Setback fr m Wetiand ; Feet�i
� Set6ack from the West Lot Line ' F � 5 i in area of o r c ion( i r nce %Sbpe �
__._ ..._. _____.______ ._._.__...____ ._.__.. �
�� Setback from the East Lot line � Feet '� � ra- n�" odplam Feet I
.. .._.-- — ...___ ..---- ��----- ---- i_....___ .,
�_tback to Septic Tank��Holding Tank ���.. f Setcack to Well� Peet �i
� -. .-- -- ---
Se;back to Drain Field � Feet '� � _
-- ----_ .._.. ----'
'� Setback to Privy jPortable.Composting) Feet�,�— '�
—�S
'� Calculate impervious surfaces�(Roofed,concrete,paved,and other wrfaces that water caonot penetrate.The Zoeing Otflce ca�heip you determine H a !
'. sudace is considered impervious� j
�
� Calculate lot area: .
indicate lot size from GSM or NOVUS�circle onej:_____ 4cres;Mukipiy by 43,SEC=Lot area: Square Footage
i
� Calculate impervious surface area: j
i
:� Determine the total sire,in square feet,of your projects listed above(indude eaves)�_ zq ft.
i" Determine the total size,in zquare feet,of ail existing roofed structures(Indude eaves}: sq h.
�
`� Determine the total size,in square teet,of ali existing paved/Cricked/bbcked surfaces: _....._..___...sq ft. '.
��.. Add these measurements to determine total impervious surfaces: sq ft. '
��. Calculate impervious lot percentage
��'�. Totaf impervious surface:. -Lot area� Sq ft.X 100=impervious surface 35
� ;'V':g=:;�'+..�•�Cu:-cc i�`•a.al ev�eecs 1"Aj
I
•"•Notice a separete gradmg permit needs m be obtained if disturbed area is within the Shorefand district as indicated on previous page and meets criteria below'^ �.
�_..___._.._. � ___ -----.__.., ��,
Grading on a slope�reater than 2D% Grading of more than 1.000 Sq.Ft.on 12`Y-20%slo0es �.
frading of more than 2,000 Sq.Ft.on Slopes less tha�12% Grading is in excess of 10,000 Sq.ft. �.
n . .__ . �rv. .� _ , .,. _ ... . _. - . .� ..r I
I iwe)deciare that this appliracion(ins.luding any acmmpanymg�m'ormation)nas beer.examined by me(us)and to the best of mv iour)knewiedge and beiief���s t�ue,correct acp i
camplete.i(wej acknowledge tha:I(we)am{are�responsiale fo•rt�e de!a'�'and accuracy or ail intormauoa I�we)am(are��rording and that i:wdl be rel�eo upon by Sawyer
,, Courrcy In Ceterm'aing wnetherto izsue a Oer.nit.t{wel+�rther a<;ept uab��tity whkh may be a�esor,of SawyerCounty reyir�g or tns n`orma:�cr�iw=1 arn�are)provid�ng in or
�'. with phis appflcat�on.1(we1 consent to reuery eff.cials charged with adm�nistering couety crdiraoces t�have access te the above descnbed prooerty at anv�easonab�e ume for Me �
' ➢urpose of.�soec<lon.AAdrtlonaily,the under<igne�pe�son(s)hereGy gsve pen�n_ss:or for access to.he property�o�onsvie mspzcYion by Munktoai Cffitlak.
' Owner �/ l/`t _ �_/ Owne�
i Signature ���L/1 Lt/fx[iCi printed name �ohn Knapek:Agen!br Verrzon Wireless �Le osnsrzoza
i ': � , .. . . ,. ... . ;... .,. .
� :. . ._. ^.„- ... ..
vou are res�r�sib�e for co�prying with the rec�uueme� ef the Sa Y..C��r,ting Zon�rg Ordmances a�A aw are regu'a ions of!he State..�W;sccns��.You are aiso resoonsible.or
complying with State and rede�al laws wncer�ing co�st uchan near ur on wetlands,lakes,and streans aii�•e:o c�mply inay res�t�r•erfiova�o modif!caC�n cf rons;ruct� n
� :na;vioMates che�aw or other penal;ies or msu.Fo more ir.to�._ation,visit the department of eaturaf resources v:etlands identiflcation we6 paee n �er,ta^t a 3e.ar,..^�=nt ot
'�.. nat ural resources sernce:enter;6G8?2673:15
i Issuance Informatio�(County Use Only) sanicary Number. i a of bedrooms
: Permit Denied(Date): ! Reason for Denial: '��,
;
. Permit#: , issuing agent: , Date:
�3 ���� `� � i� aZ a3
,__ _- -- __--- --- -�
Is Parcel a Sub-Standard Lot Yes ioeed ot Remrdl N igatioo Reqwred Ves �� No
��, is Parcei in Cammon Ownership �'.Yes 1Fured(Com�guous�o;�s11 � ° itigation Attached �, ��Yes � No
'. Is S'.racture Noo-Conforming �Ves No ��� ���
--1— .__...'--'----------- - ---- _—
I Grented by Varianre�B.O.A.� : G2�ted by Conditional Use
�. Ves No Case N: ' � Ves � No Case p: I,
�� Was Parcel legally Created I Yes Ne '�Were Property lines Represented bv Owner '��. Ves No i
�. WasProposedBuildingSiteDelineated �I Yes No Was?roperty5urveyed �', Ves No !
�� Office Comments: ��� �^� �; ` �S � 7}�w,w �,� . Zone DisVicc: i Fee:
�� G Rou.n� .t-a� � ����
,
.- „�: t, ,�-��,�� . . „K: .
��.nzazo
___----
4/24/23, 1:34 PM Real Property Listing Page
Real Estate Sawyer County Property �isting Property Status: Current
Today's Date:4/24/2023 Created On: 2/6/2007 7:55:43 AM
�Description Updated: 1/2/2004 � Ownership Updated: 2/6/2007
Tax ID: 25913 TOWN OF ROUND LAKE HAYWARD WI
PIN: 57-024-2-41-07-29-4 03-000-000010
Legacy PIN: 024741294301 Billing Address: Mailing Address:
Map ID: .15.1 TOWN OF ROUND LAKE TOWN OF ROUND LAKE
Municipality: (024)TOWN OF ROUND LAKE 10625N COUNTY HWY A 10625N COUNTY HWY A
STR: S29 T41N R07W HAYWARD WI 54843 HAYWARD WI 54843
Description: SWSE
Recorded Acres: 40.000 � Site Address * indicates Private Road
Calculated Acres: 38.186 11556W LAWRY RD HAYWARD 54843
lottery Claims: 0
First Dollar: No : Property Assessment Updated: 2/6/2007
Zoning: (F-1) Forestry One 2023 Assessment Detail
ESN: 404 Code Acres Land Imp.
X4-EXEMPT OTHER 40.000 0 0
� Tax Districts Updated: 2/6/2007
1 State of Wisconsin 2-Year Comparison 2022 Z023 Change
57 Sawyer County Land: 0 0 0.0%
024 Town of Round Lake Improved: 0 0 0.0%
572478 Hayward Community School District Total: 0 0 0.0%
001700 Technical College
�� Recorded Documents Updated: 8/19/2016 t'�1�"Property History
. .. ._. _.
QUIT CLAIM DEED N/A
Date Recorded: 6/8/1967 125888 210/276
EASEMENT
Date Recorded: 8/18/2016 402552
EASEMENT DEED
Date Recorded: 7/18/2016 402046
https://tas.sawyercountygov.org/system/frames.asp?uname=Jay+Kozlowski 1/1
� � _(��'' I
SMJ INTERNATIONAL APR 1 0 2023 r�
49030 Ponriac Trail,Suite 100 -------
Wixom,MI 48393 $I�VIIYER CC'
www.smj-llc.com IOI�NMQ ADMINIS i�;: a
April 6,2023
Sawyer Counry
Attn:Zoning Department
10610 Main St.Suite 49
Hayward,WI 54843
715-638-3224
Re: Verizon's Proposed Upgrade 2022 project at:
11556W Lawry Road
Encl: 1 Check for($500.00)
Building and Inspection:
I have previously been in touch with your department regarding Verizon's proposed upgrade at 11556W Lawry
Road,HAYWARD,WI 54843,to improve wireless communication services in your area. Verizon's proposed
installation is an upgrade that will consist of adding,removing,and replacing antennas and associated equipment
on the tower an on the ground.
As such,the proposed installation:
Will not extend the height of the structure;
Will not expand the existing fenced compound;
Will not add any lighting to the tower;and
Will not change the existing use of the Wireless Communication Tower.
Accordingly,please find enclosed a completed application package for building approval along with the above-
listed materials.
[f approved,please remit a copy of the completed permit and fee via scan/email or fax to:
Attn:Drew Knapek Phone: (952) 607-1439
49030 Pontiac Trail,Suite 100 Fax: (888) 745-4719
Wixom,MI 48393 Ernail: dknapek@smj-llc.com
As always,feel free to contact me with any questions or concerns.l look forward to hearing from you.
All the best,
��%�� /��
]ohn Knapek
SM�INTGRV�:1-CIUN1'
�9030 Pontiac"I'rail � Suite 100 •�'ixom •Michi�;an•li.S.A•�38393 '� P: (616)74�-d777 F: (888) 71�--1719
691 Ouellette Avcnue•Windsor•Ontario•Canada•N9A 4J4 � P: (519)91�-1349 � F: (888)745-4719
SMJ INTERNATIONAL
49030 Pontiac Trail,Suite 100
Wixom,MI 48393 ,,,�;--^''1
www.smj-Ilc.com r...-����`,`�` `ti�
�.�l� +� r,; 3
March 23,2022 �;��`'��"� + � .
`
;E�,,� ��,� � -� ��:.3
! , ..
Sawyer County L- _<, _ _ �
Attn:Zoning Department � r �`:i ' '�
10610 Main St.Suite 49 `=''`�'' � r�,�"`��'���'i�'`t��
Hayward,WI 54843 �a�}��!��F�'
715-638-3224
Re: Verizon's Proposed Upgrade 2022 project at:
11556W Lawry Road
Encl: 1 Zoning Application(Land Use Permit)
1 Set Construction Drawings
1 Set Structural Analysis
1 American Tower Corp.Letter of Authorization
Building,Zoning and Inspection:
I have previously been in touch with your department regarding Verizon's proposed upgrade at 11556W Lawry
Road,to improve wireless communication services in your area. Verizon's proposed installation is an upgrade that
will consist of adding,removing,and replacing antennas and associated equipment on the tower an on the ground.
As such,the proposed installation:
Will not extend the height of the structure;
Will not expand the existing fenced compound;
Will not add any lighting to the tower;and
Will not change the existing use of the Wireless Communication Tower.
Accordingly,please find enclosed a completed application package for approval along with the above-listed
materials.
If approved,please remit a copy of the completed permit and fee via scan/email or fax to:
Attn:John Knapek Phone: (612)986-1993
49030 Pontiac Trail,Suite 100 Fax: (888) 745-4719
Wixom,MI 48393 Email: jknapek@smj-llc.com
As always,feel free to contact me with any questions or concerns.I look forward to hearing from you.
All the best,
��%�� /��
John Knapek
SMJtrrr�rsv��riorrnL �
�9030 Pontiac Trail •Suite 100 �Wixom•Michivan�� U.S.A•48393 � P: (616)74�-�777 � F: (888)7d�-4719
691 Ouellcttc Avenue•Windsor•Ontario•Canada•N9A 4J4 � P:(519)91�-1349 I F:(888)745-4719
AMERICAN TOWER6
C O R P O R A T I O N
LETTER OF AUTHORIZATION FOR PERMITTING
ATC SITE#/vAME/PROJECT: 211543/ROUND LAKE WI/14175320
SITE ADDRESS: 11556 LAW'RY RD,HAYWARD,WI 54843
APN: 024-741-29-4301
LICEVSEE: VERIZON WIRELESS LLC D/B/A VERIZON V1'IRELESS dba VERIZON
WIRELESS
SITE ACQUISITION VENDOR (APPLICANT REPRESEVTATIVE): SMJ CONSULTING
SERVICES LLC
I, Margaret Robinson, Vice President, UST Legal for American Tower*, owner/operator of the tower
facility located at the address identified above (the "Tower Facility"), do hereby authorize VERIZON
WIRELESS LLC D/B/A VERIZON WIRELESS dba VERIZON WIRELESS, SMJ CONSULTING
SERVICES 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 applieable permitting authorities for
VERIZON WIRELESS LLC D/B/A VERIZON WIRELESS telecommunications' installation on the
Tower Facility.
i understand that these applications may approved with conditions. The above authorization is limited to
the acceptance by Licensee only of conditions related to Licensee's installation and any such conditions of
approval or modifications will be Licensee's sole responsibility.
Signature:
,
/
�J���'(,�...t f
f �
Print Name: Margaret Robinson
Vice President,UST Legal
American Tower*
NOTARY BLOCK
Commonwealth of MASSACHUSETTS
County of Middlesex
This instrument was acknowledged before me by Margaret Robinson, Vice President, UST Legal for
American Tower*, personally known to me (or proved to me based on satisfacrory evidence of
identification) to be the person whose name is signed on the preceding or attached document and
acknowledged to me that they signed it voluntarily for its stated purpose.
WITNF.SS my hand and official seal,this 23`d day of March,2023
10 Presidential Way • Woburn,MA 01801 • 781926.4540 Offite • 781.926.4555 Fax • www.americantower.mm
AMERICAN TOWERa
C O R P O q A T 1 O N
��)kf1E��� .>E.:��. i('` I.. , p�_'"` "'���',f�'�'_m
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"` American Tower is defined as American Tower Corporation and any of its affiliates or subsidiaries.
10 Presidential Way • Woburn,MA 018D1 • 78L926 4500 Otfice• 181 426A555 Fax • www.americantowec<om
� }
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AMERICAN TOWER�
C O R P O R A T 1 O N
This report was prepared for American Tower Corporation by
��'tel�.monCLS
. . . � - . .
Structure . 300 ft Guyed Tower
ATC Asset Name . Round Lake WI
ATC Asset Number . 211543
Engineering Number . 14175320_C3_03
Proposed Carrier . VERIZON WIRELESS
Carrier Site Name . MUSKY BAY WI
Carrier Site Number . 704891
Site Location . 11556W Lawry Road
Hayward, WI 54843
45.9985, -91.2705
County . Sawyer
Date . November 14, 2022
Max Usage . 80%
Analysis Result . Pass
Prepared By: Reviewed By:
Ravi Siddharth Raja
ti� t � f ► ��
as ,`�`�\�G�NS`���
� �`'� p Digitally signed ��,(�� �' �AM. ��
� � 't ..�-----�'``''►�.' l 1�._.�..., by William Holt �'�**`��..�� �
� Date: 2022.11.16 � i E-48118 ,��
1634:16 -05'00' =�i RALEi�H
�� '• NORTHCAROLINA ���
O��s', •J :��O
. •,�S+��N A�`����
� Telamon CLS • 319 Chapanoke Road,Suite 118, Raleigh, NC 27603 • Office: (405) 348-5742 • www.telamon.com
Eng. Number 14175320_C3_03
�t(:I�IIlIOTl C{.S November 14, 2022
" Page 2
Table of Contents
Introduction..............................................................................................................................................3
SupportingDocuments.............................................................................................................................3
Analysis.....................................................................................................................................................3
Conclusion ................................................................................................................................................3
Existing/Reserved Loading........................................................................................................................4
ProposedCarrier Final Loading.................................................................................................................4
StructureUsages.......................................................................................................................................5
Foundation Reactions & Usages...............................................................................................................5
Antenna Deflection, Twist, and Sway.......................................................................................................5
StandardConditions.................................................................................................................................6
Calculations..................................................................................................................................Attached
y,,,._....�.�..._,.e..��._.....��.r,., .���.,_ .�...�._._,_..._.�._.es...� .�_,�....,_.�� r�_........�____�...�.�n�.,�._.�._.��..�.�._h.�.
Telamon CLS • 319 Chapanoke Road,Suite 118,Raleigh,NC 27603 • Office:(405)348-5742 • www.[elamon.com
Eng. Number 14175320_C3_03
� �tC1�L111011 C�S November 14, 2022
' Page 3
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 300 ft Guyed
tower to reflect the change in loading by VERIZON WIRELESS.
Supportin� Documents
Tower Drawing: Nello Dwg#202279, dated January 14, 2014
Foundation Drawing: Nello Dwg#202280, dated June 19, 2013
Geotechnical Report: Edge Project#8641, dated October 17, 2013
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: 90 mph (3-second gust,Vasd)/115 mph (3-second gust,Vult)
_ _ __
_.
Basic Wind Speed w/Ice: 50 mph (3-second gust) w/0.50" radial ice concurrent
Code(s): ANSI/TIA-222-G/2015 IBC/Wisconsin Commercial Building Code �
_ __ -- _-- __
Structure Class: II
_ ___�.�_._., -- __ _- ,.
Exposure Category: C '
_ __-- --- _. _- - --__ _ ,
Topographic Category: _ ^ 1 i
__ - - —
Crest Height: 0 ft �
-- _....--- -- - -- �
Spectral Response Ss =0.04,S1=0.02
_-- - -
Site Class: D -Stiff Soil- 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 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.
7....,,...,..�,.<..,....,.......,.�.m9..._....v..,�.....,,.,.....,.........Telamon CLS 31:,.. .�.......�.r.-... ..w.�.,...,......:.,.�_..,.�,..�,_,..n.:,a..,,....,.�......e..Y.a..��.�.wx._......,.,w��..._.._..,.,,�._.,., ..._.....�,,...._.,.,..o,...�,e,,.,,,
�� �9 Chapanoke Road,Suite 118,Raleigh,NC 27603 • Office:(405)348-5742 • www.[elamon.com
Eng. Number 14175320_C3_03
� �tCl�1.I110I1 C�S November 14, 2022
" Page 4
Existin�/Reserved Loadin�
_ ___ _ _ ___ .
Etev.* Qty ' Equipment ; Lines Carrier ;
_ _ ._. _ =-- ,
285.6' 1 Nokia ASU9338TYP01 - T-MOBILE '
.— _— — -- -__—-- ——
285.3' 2 Nokia FXFC - T-MOBILE
1 Raycap 2260-ALM-RS485
3 Commscope FF-65C-R1(117.9 Ibs)
284.0' 3 Commscope HBXX-6517DS-A2M (6) 1.60"(40.6mm) Hybrid T-MOBILE
3 Light Sector Frame
5 TTA
281.1' 3 Nokia AHFIB Mid-Band 4T4R B2/B66 RRH - T-MOBILE
_.— —�
269.3' 1 6' HP Dish - T-MOBILE
269.2' 1 Radio/ODU (2)0.41" (10.3mm) LMR-400 T-MOBILE
_ _ _ .—_ _;
252.4' 1 3' HP Dish (1)0.405"(10.3mm)Coax OTHER '
179.4' 1 3' HP Dish (1)0.405" (10.3mm)Coax OTHER
(If[able breoks across pages,please see previaus page for data in merged cellsJ
•Contracted elevotions are shown for appurtenances within contracted installation tolerances.AppuKenances outside of contract limits are shown ot installed elevations.
Proposed Carrier Final Loading
_ _ __
Elev.* ' Qty Equipment Lines � Carrier " 'J�
_ _ _ _ —_. �_. ---�
3 Ericsson AIR 6449 677D/C-Band
3 Ericsson Radio 4449-613&65
3 Light Sector Frame
295.0' 3 Raycap 3315-ALM-RS485 (3) 1.58"(40.1mm)Hybrid VERIZON WIRELESS
3 Raycap RVZDC-3315-PF-48
6 Ericsson 8843 Rev 2
9 Commscope NHH-65C-R26
(If table breaks across pages,please see previous page for data in merged cells)
'Contracted elevations are shown for appurtenances wiihin contracted installation tolerances.Appurtenances outside of contrac[limits are shown at installed elevations.
Install proposed lines on any empty face.
_...�...n�..n._._.�, _�.�. �...�.�. .�....�..�_..�_.�..�_..�._�.._..�_.�.........��__.n.�.....,��..
Telamon CLS • 319 Chapanoke Road,Suite 118,Raleigh,NC 27603 • Office:(405�348-5742 • www.telamon.com
Eng. Number 14175320_C3_03
� �tCl�lI11(:�Il C�S November 14, 2022
' Page 5
Structure Usa�es
, Structural Component Usage PassJFail
Legs 80% Pass
Diagonals 58% Pass
Horizontals 34% Pass
Guys 70% Pass
Leg Bolts 2% Pass
Foundation Reactions& Usa�es
Reaction Component Original Design Analysis Usage
I Reactions Reactions
Base Axial (k) 191.3 114.6 60%
Anchor 1 Uplift (kips) 57.7 � 34.3 59%
._-- . _
Anchor 1 Shear(kips) 63.6 37.0 58%
The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original
structure drawings, therefore no modification or reinforcement of the foundation will be required.
Antenna Deflection.Twist, and Sway
_ _ _ _-__. _ _
Elev. Antenna � Carrier Deflection Twist Sway
- - --
[RotationJ '
� Commscope NHH-65GR26
Ericsson 8843 Rev 2
--
295.0' Ericsson AIR 6449 B77D/C-Band __ VERIZON WIRELESS 0.324' 0.008° 0.108° �
Ericsson Radio 4449-B13&65 �
Raycap 3315-ALM-RS485
__ _ __ __
Raycap RVZDC-3315-PF-48
� _ �_
� 269.3' Generic 6' HP Dish T-MOBILE 0.279' 0.004° 0.132°
252.4' Generic 3' HP Dish Other 0.232' 0.001° 0.160°
179.4' Generic 3' HP Dish Other 0.107' 0.000° 0.059�
•Defledion,Twist ond Sway was evaluated considering a design wind speed of 60 mph(3-Second GustJ per AN51/TIA-222-G
�..~.���R:�..,..,�. �. .Y.......~.. Y'yv�.Y....Telamon CLS • 319�hapanoke�Road,Suite�1�18,Raleigh,NC 27603 • Office�,(405)348-5742.. ..w�.A.A.... .�.�....��}� ...,:Hl*� 1.�,..:..1..� ���....,,�itlzY..k,
ww.telamon.com
Eng. Number 14175320_C3_03
� �tCl�iI71t)tl C{.S November 14, 2022
" Page 6
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 of ANSI/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.
�..o_A._,. ....�,� ._...__.�._.�.�r__m.,�......,�.�.�....,��.��M..._. �...�„v�._�_.�..�.��,�,.�......�T�.��,a�,.�...__ �..,,., ....__w..� �r_.__._ ,._...,._�__ro
Telamon CLS • 319 Chapanoke Road,Suite ri8,Raleigh,NC 27603 • Office:(405)348-5742 • www.telamon.�om
ASSET: 211543, Round Lake WI CODE: ANSIlTIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14175320
ANALYSIS PARAMETERS TOWER SECTION PROPERTIES
Nominal Wind: 90 mph Ice Wind: 50 mph wl 0.5"ice Service Wind: 60 mph Section Leg Members Diagonal Members Horizontal Members
Structure Class: II Exposure: C S,:0.041 S�:OA20 1-2 SOL 50 ksi 1 3/4"SOL SOL 36 ksi 1"SOLID SOL 36 ksi 3l4"SOLID
Topo Category: 1 3-7 SOL 50 ksi 1 3/4"SOL SOL 36 ksi 5l8"SOLID SOL 36 ksi 3/4"SOLID
Structure Height 300 ft Base Elevation: 0 ft Shape: Triangle 8-9 SOL 50 ksi 1 1!2"SOL SOL 36 ksi 5/8"SOLID SOL 36 ksi 3l4"SOIID
1 0 SOL 50 ksi 1 3l4"SOL SOL 36 ksi 5/8"SOLID SOL 36 ksi 3/4"SOLID
Base Width: 3 k Top Width: 3 ft Base Type: Pivot
1 1-1 2 SOL 50 ksi 1 1/2"SOL SOL 36 ksi 5/8"SOLID SOL 36 ksi 3/4"SOLID
1 3 SOL 50 ksi 1 3/4"SOL SOL 36 ksi 5/B"SOLID SOL 36 ksi 3/4"SOLID
Tower Elevation View 1 4-I 6 SOl 50 ksi 1 1l2"SOL SOL 36 ksi 5l8"SOLID SOL 36 ksi 3/4"SOLID
o�,d�3„c i
:6D.00 SECONDARY BRACING MEMBERS
���6 ]1t16EN5�Y94.C,
ir=ie�c Section Sub Diagonall Sub Diagonal 2 Sub Diagonal 3
zsa.ac
1-16 - - -
s�f�s Q.
�
z5�L,� Section Sub Horizontal 1 Sub Horizontal 2 Sub Horizontal 3
._. �-�6 - - -
sea te ��
2aa-;a `�.�
DISCRETE APPURTENANCE IINEAR APPURTENANCE
���� S�BEMSQ�2.6.:
iT_i� Elev Elev To
z�4.pe � (tt) Description (ft) Description
295.0 (9)Commscope NHH-65C-R28 295.0 (3)L58"(40.1mm)Hybrid
secc t�
�_� 295.0 (6)Encsson 8843 Rev 2 284A (6)1.60"(40.6mm)Hybrid
-����-��--� �'��� �"'�. 295.0 (3)Generic Flat Light Sector Fram 269.2 (2)0.47"(10.3mm)LMR-400
��� \� 295.0 (3)Raycap 3315-ALM-R5485 252A (1)0.405"(10.3mm)Coax
+aa,oc `�
�� � 295.0 (3)Encsson Radio 4449-6�3&BS 179.4 (1)0.405"(10.3mm)Coax
��Q u2 EHs g itu.n�� 295.0 (3)Raycap RVZDC-3315-PF-48
�
�T=1p4
�.
�6p.ne. �*-` \ '�� 295.0 (3)Encsson AIR 6449 877D/C-Band
� �t 9 \ 285.6 (1)Nokia ASU9338TYP01
��� 285.3 (2)Nokla FXFC
��-���� \� 284.0 (5)GenencTTA
��e \ \ � '� 264.0 (3)Genenc Flat Light Sector Fram
��0'°Q � 284A (3)Commscope FF-65C-R1(117.9 Ibs
^-_� r�z eN s��+a.m �`� � �\ 284A (3)Commscope HBXX-6517DS-A2M
+aa.00
��T-�� � � � 284A (1)Raycap 2260-ALM-RS485
�t 6 � ��` 281.1 (3)Nokia AHFIB Mid-Band 4T4R B2/B
�� �� 269.3 (1)Genenc 6'HP Dish
ert ou �� �� ��� •
� � '\ � 269.2 (1)Generic Radio/ODU
s�s � ,
\ 252.4 (1)Generic 3'HP Dish
co.°°_ y�fi EH 5�55.T `� � � � 17gA (1)Genenc 3'HP Dish
_..... �ir=iaw � \
s�e� � �
,�,�_ �� GUY ANCHOR REACTIONS
�t 3 `�--_�_� \�\ Radius(ft) Drop(ft) Azimuth(°) Uplift(k) Shear(k)
�� �, � 240.0 -24.00 0 34.32 36.73
�2 `_�'-� �`�,;�� 240.0 -12.00 120 32]6 36.89
_r.sa �"�- �-��- 240.0 -4.00 240 31.69 36.99
Sxt 1 R:21P.0a
BASE REACTIONS
Axial(k�: 114.56
Shear(k): 1.15
Tower Plan View
R=24Q.4Q' R=24tI.00'
E=�.0' E=-12.0'
R=2AO.D0'
E=-24.0'
�2007-2022 by ATC LLC.All rights reserved. Page 1 of 1 Model ID:80377 Scenario ID:250754 11/14(2022 142624
ASSET: 211543, Round Lake WI CODE: ANSI/TIA-222-G
CUSTOnAER: VERIZON WIRELESS PROJECT: 14175320 C3 03
ANALYSIS PARAMETERS
Location: Sawyer County,WI Height: 300 ft
Type and Shape: Guyed,Triangle Base Elevation: 0.00 ft
Manufacturer: Nello Bottom Face Width: 3.00 ft
Top Face Width: 3.00 ft
ICE&WIND PARAMETERS
Structure Class: II Design Wind Speed Without Ice: 90 mph
Exposure Category: C Design Wind Speed with Ice: 50 mph
Topographic Categary: 1 . Operetional Windspeed: 60 mph
Crest Height: 0 ft Design Ice Thickness: 0.50 in
SEISMIC PARAMETERS
Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods
Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.00
T�(sec): 12 P: 1.3 C,: 0.030
S,: 0.041 S,: 0.020 C,,Max: 0.030
Fa: 1.600 F,,: 2.400 Cg,Min: 0.030
Syy: �.�44 $d�: 0.�32
LOAD CASES
1.2D+1.6W Normal 1.2D+1.6W Norma190 mph Wind with No Ice
1.2D+1.6W 60° 1.2D+1.6W 60'90 mph Wind with No Ice
1.2D+1.6W 90° 1.2D+1.6W 90'90 mph Wind with No Ice
1.2D+1.6W 120° 1.2D+1.6W 120°90 mph Wind with No Ice
1.2D+1.6W 180° 1.2D+1.6W 180°90 mph Wind with No Ice
1.2D+1.6W 210° 1.2D+1.6W 210°90 mph Wind with No Ice
1.2D+1.6W 240° 1.2D+1.6W 240°90 mph Wind with No Ice
1.2D+1.6W 300° 1.2D+1.6W 300°90 mph Wind with No Ice
1.2D+1.6W 330° 1.2D+1.6W 330°90 mph Wind with No Ice
1.2D+1.ODi+1.OWi Normal 1.2D+1.ODi+1.OWi Norma150 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 60° 1.2D+�.pDi+1.OWi 60°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 90° 1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 120° 1.2D+1.ODi+1.OWi 120°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 180° 1.2D+1.ODi+1.OWi 180°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 210° 1.2D+1.ODi+1.OWi 210°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 240° 1.2D+1.ODi+t.OWi 240°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 300° 1.2D+1.ODi+1.OWi 300°50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 330° 1.2D+1.ODi+1.OWi 330°50 mph Wind with 0.5"Radial ice
(12+0.2Sds)`DL+E Normal (12+0.2Sds)*DL+E NormalSeismic
(1.2+0.2Sds)`DL+E 60° (1.2+0.2Sds)*DL+E 60°Seismic
(1.2+0.2Sds)`DL+E 90° (1.2+0.2Sds)'DL+E 90°Seismic
(1.2+0.2Sds)*DL+E 120° (1.2+0.2Sds)"DL+E 120°Seismic
(1.2+0.2Sds)'DL+E 180° (1.2+0.2Sds)"DL+E 180°Seismic
(�.2+0.2Sds)'DL+E 210° (1.2+0.2Sds)'DL+E 210°Seismic
(12+0.2Sds)'DL+E 240° (1.2+0.2Sds)'DL+E 240°Seismic
(1.2+0.2Sds)'DL+E 300° (1.2+0.2Sds)'DL+E 300°Seismic
(1.2+02Sds)`DL+E 330° (12+0.2Sds)'DL+E 330'Seismic
1.OD+1.OW Service Normal 1.OD+1.OW Service Norma160 mph Wind with No Ice
1.OD+1.OW Service 60° 1.OD+1.OW Service 60°60 mph Wind with No Ice
02007-2022 by ATC IP LLC. All rights reserved. Page 1 of 43 Model ID 80377 Scenario ID:250754 11/14/2022 142627
ASSET: 211543, Round Lake WI CODE: ANSI/TIA-222-G
CUSTOuUIER: VERIZON WIRELESS PROJECT: 14175320 C3 03
LOAD CASES
1.OD+1.OW Service 90° 1.OD+1.OW Service 90'60 mph Wind with No Ice
1.OD+1.OW Service 120° 1.OD+1.OW Service 120°60 mph Wind with No Ice
1.OD+1.OW Service 180° 1.OD+1.OW Service 180°60 mph Wind with No Ice
1.OD+1.OW Service 210° 1.OD+1.OW Service 210°60 mph Wind with No Ice
1.OD+1.OW Service 240" 1.OD+1.OW Service 240°60 mph Wind with No Ice
1.OD+1.OW Service 300° 1.OD+1.OW Service 300°60 mph Wind with No Ice
1.OD+1.OW Service 330° 1.OD+1.OW Service 330`60 mph Wind with No Ice
�02007-2022 by ATC IP LLC. All rights reserved. Page 2 of 43 Model ID 80377 Scenario ID:250754 11/14l2022 1426:27
i
Ro nd L
,rl- N
00
a
Round lake
I
Mud
Lake I
1'4
.ittle Round Lake [
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. INTERNATIONAL BUILDING CODE (IBC)
2. NATIONAL ELECTRIC CODE (NEC)
3. LOCAL BUILDING CODE
4. CITY/COUNTY ORDINANCES
UTILITY COMPANIES
POWER COMPANY: JUMP RIVER ELEC COOP
PHONE: (715) 532-5524
TELEPHONE COMPANY: UNKNOWN
PHONE: N/A
f
i
snow whhhl low.
Call a.hr. yui ft
AMERICANTOWER"
ATC SITE NAME: ROUND LAKE WI
ATC SITE NUMBER: 211543
VERIZON SITE NAME: MUSKY -BAY -WI
VERIZON SITE NUMBER: 704891
VERIZON FUZE PID: 16967563
SITE ADDRESS: 11556W LAWRY ROAD
HAYWARD, WI 54843
PROJECT SUMMARY
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
COUNTY: SAWYER
GEOGRAPHIC COORDINATES:
LATITUDE: 45.99845022
LONGITUDE:-91.27045412
GROUND ELEVATION: 1427' AMSL
PROJECT TEAM
TOWER OWNER:
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
ENGINEER:
ATC TOWER SERVICES, LLC
3500 REGENCY PKWY STE 100
CARY. NC 27518
PROPERTY OWNER:
TOWN OF ROUND LAKE
11556W LAWRY ROAD
HAYWARD, WI 54843
VERIZON COLLOCATION PLAN
APPLICANT:
VERIZON WIRELESS
20 ALEXANDER DR, 2ND FLOOR
WALLINGFORD, CT 06492
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES PLACING EQUIPMENT
CABINETS AND A GENERATOR ON PROPOSED CONCRETE PADS
INSIDE A 12' X 30' GROUND SPACE WITHIN THE EXISTING
COMPOUND, AND PLACING NEW ANTENNAS ON A PROPOSED
SECTOR FRAME MOUNTED TO THE EXISTING TOWER.
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 REQUIRED.
5. HANDICAP ACCESS IS NOT REQUIRED.
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS
AN ELIGIBLE FACILITIES REQUEST ENTITLED TO
EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A
MODIFICATION OF AN EXISTING WIRELESS TOWER THAT
INVOLVES THE COLLOCATION, REMOVAL, AND/OR
REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS
NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (13)(7).
PROJECT LOCATION DIRECTIONS
FROM SAWYER COUNTY AIRPORT, 10930 N AIRPORT RD,
HAYWARD, WI 54843:
HEAD SOUTH ON N AIRPORT RD TOWARD W HOSPITAL
RD. AFTER 1.2 MILES, TURN LEFT ONTO WI-77 E. AFTER
2.1 MILES, TURN RIGHT ONTO W PENINSULA RD. AFTER
1.4 MILES, TURN RIGHT ONTO CO HWY K. AFTER 1 MILE,
TURN LEFT ONTO CO HWY B/CO RD B. AFTER 5.2 MILES,
TURN LEFT ONTO N MCCLAINE RD. AFTER 0.3 MILES,
TURN RIGHT ONTO W LAWRY RD. DESTINATION IS ON
THE LEFT IN 0.5 MILES.
SHEETINDEX
SHEET
NO:
DESCRIPTION
REV:
DATE:
BY:
G-001
TITLE SHEET
0
03/21/23
TJC
G-002
GENERAL NOTES
0
03/21/23
TJC
V-101
SURVEY
0
03/21/23
TJC
G-101
DETAILED SITE PLAN
0
03/21/23
TJC
C-102
DETAILED EQUIPMENT PLAN
0
03/21/23
TJC
C-201
TOWER ELEVATION
0
03/21/23
TJC
C-401
C-501
ANTENNA INFORMATION & SCHEDULE
MOUNT DETAILS
0
0
03/21/23
03/21/23
TJC
TJC
C-502
CONSTRUCTION DETAILS
0
03/21123
TJC
C-503
CONSTRUCTION DETAILS
0
03/21123
TJC
C-504
CIVIL DETAILS
0
03/21/23
TJC
E-101
GROUNDING PLAN AND NOTES
0
03/21/23
TJC
E-102
ONE -LINE & PANEL SCHEDULE
0
03/21/23
TJC
E-501
GROUNDING DETAILS
0
03/21/23
TJC
E-502
GROUNDING DETAILS
0
03/21/23
TJC
A&
AMERICANTD FERO
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT-
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 _ FOR CONSTRV.Cj. S _ TJC 03/11/13
Z�- _
0
0
o
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY —BAY —WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL:
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\5 C O NSA, 51/.
�=
SANTHOSHA
= SHANBHOGUE
E-49097
CARY
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fill 11111111
Authorized by "EOR"
21 Mar 2023 04:22:38
CO
veraonv
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY —BAY —WI
CUSTOMER #:
704891
TITLE SHEET
SHEET NUMBER:
REVISION:
G-001
0
18rl
GENERAL CONSTRUCTION NOTES:
22
PRK1R TO SUBMISSION DF WLI CONTRAICTUR SHALL COORD HATE WITH.VMZON REP
TO AI.L.
1F ANY PERW 7S W ILL BE WTAST
NBU BY rOWRED-AND
1•• OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE
E MII S NOT (.
TJOWRED
PERMITS NOT OBTAINEC] BY VZrR12ON MUST BE pB'I'AIryEp-AIJD PAID FOR, BY THE
BE PAID
CONTRACTOR
B. ALL WELDS SHALL BE INSPECTED VISUALLY 25% OF WELDS SHALL BE
INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE
5-
MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3".
CONTRACTOR WILL INSTALL
ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY,
A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND
23.
CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON
6-
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN
ACCORDANCE WITH ACI 301 SECTION 4.24. UNLESS NOTED OTHERWISE.
BUILD/CO-LOCATE ONLY)
SPECIFICATIONS AND REQUIREMENTS.
C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR
B. ACITELCO INTERFACE BOX (PPC)
C_ ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
24.
CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND
D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNINGNVELDING
7.
INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR SHALL BE PERMANUFACTURER'S WRITTEN RECOMMENDED PRUCEOURE.'THE ANCHOR BOLT, ZOWFL,
D, TOWERS,
APPROVAL PRIOR TO FABRICATION
PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED
ORROD SHALL CONFORM TO MANUFAC7URER'SRECOMMENDA1ION FOR EMBEDMENT
MONOPOLES
SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY-
DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR
E. TOWER LIGHTING
F, GENERATORS 8 LIQUID PROPANE TANK
25.
ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
APPROVAL FROM AN ATC ENGINEER WHEN DRILLING HOLES IN CONCRETE.
G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
SPECIFICATIONS ANO LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS
E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS
D1.1, UNLESS NOTED OTHERWISE.
H. ANTENNAS (INSTALLED BY OTHERS)
SHOWN IN THESE PPNNS.
8.
ADMIXTURES SHALLCONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED
"METHOD
I. TRANSMISSION LINE
IN 1" OF ACI 301.
J. TRANSMISSION LINE JUMPERS
26
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN,
F. MINIMUM WELD SIZE TO BE Q1675 INCH FILLET WELDS, UNLESS NOTED
K, TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION
OTHERWISE.
9.
DO NOT WELD OR TACK WELD REINFORCING STEEL
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
L TRANSMISSION LINE GROUND KITS
M. HANGERS
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT,
G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND
10,
ALL DOWELS. ANCHOR BOLTS. EMBEDDED STEEL ELECTRICAL GONnURS, PIPE
N. HOISTING GRIPS
OFF GALVANIZING Yi'BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND
SLEEVES. GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED OETAI LS SHALL BE
0. BTS EQUIPMENT
27,
CONTRACTOR SHALL NOTIFY VERIZON REF A MINIMUM OF 48 HOURS;N.ADVANCE OF
WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES
IN PLACE BEFORE START OF CONCRETE PLACEMENT-
POURING CONCRETE OR BACKFRLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR
WITH ZRCGALVILITECOLD GALVANIZING COMPOUND PER ASTM A780 AND
SEALING ANY WALL, FLOOR OR ROOF PENE'j RATS DNS FOR ENGINEERING REVIEW AND
MANUFACTURERS RECOMMENDATIONS,
2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
APPROVAL-
11.
REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM,
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
26-
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH
WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE
12
DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AHUSHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PALE AND PPM AND CONSTRUCTION DEVICE
COMPLETE
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
SUCH AS WELDING AND FIRE PREVENTION,'fEMPORARV SHORING. SCAFFOLDING,
13
FOR COL(YWFATHER AND CEMENT
RECOMMENDATMONS N I
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
TRENCH BO%ES/SLOPING, BARRIERS, ETC.
I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM
CONFORM TO APPL ICABBLLE AC{ CODES N El HERIF CASE,
RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS ANDIOR AUGER MOUNTS,
THE ENGINEER, AND VERIZON PROJECT MANAGER IN WRITING
MATERIALS COMfAI NING GHLORIDE. CALCIUM, SALTS, ETC, SHALL NO? BE USED.
MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND
PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM.
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO
THE DRAWINGS AND
29.
THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTI NG FACILITIES AND
SPECIAL CONSTRUCTION
SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR
SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY
14.
ALL CONCRETE SHALL HAVE A'SMOOTH FORM FINISH"
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
DAMAGE CAUSED DY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
ANTENNA
PERMITS.
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
INSTALLATION NOTES:
CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EX3STING WORK, OR TO HIS
15.
SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE
3, ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL
WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIREDATHIS
EXPENSE TO THE OWNER'S SATISFACTION-
1. WORK INCLUDED:
CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER UNLESS OTHERWISE
SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL
CODES, INCLUDING ANSIIEIAMA-222, AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS
TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 3I8.
(
30,
WORK SHALL BE INSTALLED FIRST CLASS, HEAT AND WORTS MANLIKE MANNER
A ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A
4, CONTRACTOR SHALL CONTACT LOCAL B11 FOR IDENTIFICATION OF UNDERGROUND
By RA
BY MECHANICS SlOLLED iNTHETFTAOE INVOLVED. 7FIE QUALITY OF WOR1(MAN8111P
SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA
16.
DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD
UTILITIES PRIOR TO START OF CONSTRUCTION.
SHALL BE SUBJECT TO THE APPROVAL, OF THE VERZON REP- ANY WORK FOUND BY
INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' (ACT 315)
THE VERI1074 REP TO BE OF INFERIOR QUALITY ANMOR WORKMANSHIP SHALL BE
ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS
PERSONNEL
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
OBTAINED,
17.
ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL
INSPECTIONS.
CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS,
6, INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND VERIZON SPECIFICATIONS.
31
IN ORDER TO ESTABLISH STANDAROS OF QUALITY AND PERFORMANCE. ALL TYPES OF
6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
MATF. RIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES ANDIOR
MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
C, INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS,
18.
LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE
CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318. AND ACCEPTANCE OF THE
DISCREPANCIES REPORTED TO THE ENGINEER.
AS SPECIFIED.
ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND
CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT
]. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
32.
VERIZON FURNISHED EQUIPMENT SHALL BE PICKED-llP Ai THE VERIZOH WAREHOUSE,
PROVIDE PRINTOUT OF THAT TEST.
DRAWINGS
NO LATER THAN 48HR AFTER BEING NOTIFIES] INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPORTENANCES REQUIRED TO PLACE
E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING
19.
SPLICES OF W WF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP
B. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
THE EQUIPMENT IN OPERATION, READY FOR USE TIME CQNYRACTCR SHALL BE
ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER SUBMIT FREQUENCY
MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS
OTHERWISE NOTED.
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP,
DOMAIN REFLI:CYOMETE-R(FDR)TESTS RESULTS TO THE PROJECT MANAGER.
THAN THE SPACING OF THE CROSS WIRE PLUS 2INCHES, NOR LESS THAN 6'.
SWEEP TESTS SHALL BE AS PERATTACHEO RFS "MINIMUM FIELD TESTING
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
33.
VERIZON OR HIS ARCHITECTIENGINEER RESERVES THE RIGHT TO REJECT ANY
RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED
20.
BAR SUPPORTS SHALL BE ALL -GALVANIZED METAL WITH PLASTIC TIPS.
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIAHM WITH
1015193. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION
21.
ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT
10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED THESE ELEMENTS AREAS FOLLOWS: LATERAL BRACING,
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO
P- INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND
BY CONSTRUCTION TRAFFIC OR CONCRETE, TIE WIRE SHALL BE OF SUFFICIENT
STRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18 GAUGE.
ANCHOR BOLTS, ETC-
VERIZON OR (HEIR ARCHITELZIENGINEER.
EQUIPMENT PER MANUFACTII RE R'S RECOMMENDATIONS- WEATHERPR4IOF All,
CONNECTIONS BETWEEN THE ANTENNA AND EGUIPMENT PER MANLIFACTURFR'S
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING
STRUCTURAL
STEEL NOTES:
REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE 13) FEET IN EXCESS QF
2Z
SLAB ON GROUND: COMPACT STRUCTURAL FILL TO 95%DENSITY AND THEN PLACE 6"
GRAVEL BENEATH SLAB,
UTILITIES, GROUNDS
DRAINS, DRAIN PIPES, VENTS, ETC, BEFORE COMMENCING WORK,
ENTRY PORT LOCATION UNLESS OTHERWISE STATE,
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
1-
STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE
G. ANTENNA AND COAXIAL CABLE GROUNDING:
ELECTRICAL NOTES:
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON
"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
REP PRIOR REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
FOR BUILDINGS."
Z ALL EX I'ERIOR #6 GREEN GROUND WIRE "DAISY CHAIN' CONNECTIONS ARE TO BE
RI
REQUIRE W RITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING.
WEATHER SEALED WITH RIPS CONNECTORS/SPLICE WEATHF.RPROOI:ING KIT #221213 OR
1-
ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. ELECTRICAL
2.
STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE
EQUAL
CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL
13, EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS
FOS11LLOWING,
FOLLOWING ASTM OE9IG74ATIONS:
AND STATE CODES AND NATIONAL ELECTRICAL CODE
WORK WITH THE WORK OF OTHERS,
3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF
A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE
COAX(AI. CABLE (NOT WITHIN BENDS).
2
ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES,
CONDUITS SIZES) ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
B ASTM A-36- ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED
CONCRETE AND REINFORCING STEEL NOTES:
THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL
CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTMING.. IN SOME Evi NTS, IT
OF THE VERIZON CONSTRUCTION MANAGER.
OTHERWISE
MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VEOWY THE
CAPACITY OF THE EXISTING SERVICE THIS IS NOT THE RESPONSIBILITY OF ATC. IT IS
15. ALL CABLE/CONDUIT PORTS SHALL BE WEATHERPROOFED DURING
INSTALLATION
C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND)
11 DESIGN AND CON9TRUCTION'OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE
LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACi 301 "SPEC
THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR
A SILICONE
USING A SILICONE SEALANT.
IFICATTONS FUR
61 RUC WPAL CONCRETE FOR 8UILDNGS", A(:I 111'SPECIFICATIONS FOR TOLERANCES
D. ASTM A-325, TYPE SCORN -ALL BOLTS FOR CONNECTING STRUCTURAL
FOR CONCRETE CQNSTRUVTIQN AND MATERIALS', AND ACI 318-BUILDING CODE
3.
CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUNDING CABLES AND
16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,.
MEMBERS
REQUIREMENTS FOR REINFORCED CONCRETE."
UTILITY LINES PRIOR TO CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD
RELOCATION OF ALL UTILITIES AND GROUNDING LINES THAT MAY BECOME DISTURBED
IMMEDIATELT.
OR CONFLICTING IN THE COURSE OF CONSTRUCTION.
E. ASTM F-1554 07 -ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE
2 MIX DESIGN SHALL BE APPROVED BY VERIZON REP PRIOR TO PLACING CONCRETE
IT CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
3
ALL USED STRUCTURAL STEEL MEMNERS SHALLBE HOT -DIPPED GALVANIZED AFTER
3' CONCRETE SHALL HE NORMAL WEIGHT, 6 %AIR ENTRAINED(+)- $.5%) WITH A SLUMP
FABRICATION PERAS'IM Ain.. EXPDSEO STEEL HARDWARE AND ANCHOR BOLTS SHALL
RANGE OF$'67 AND HAVE MINWII.8428-DAY COMPRESSIVE STRENGTH OF 4500 PSI
BE GALVANIZED PER ASTM AT63 OR B695.
UNLESS OTHERWISE NOTED.
18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY.
4-
ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE
4. THE FOLLOWING MATERIALS SHALL BE USED:
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED NTH
(2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTµ AT80
PORTLAND CEMENT: ASTM C150, TYPE 2
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
AND MANUFACTURER'S RECOMMENDATIONS.
REINFORCEMENT: ASTM A185, PLAIN STEEL WELDED WIRE FABRIC
OTHER OCCUPANTS OF THE FACILITY,
REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED
5-
DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND
NORMAL WEIGHT AGGREGATE: ASTM C33
20, CONTRACTOR SHALL. FURNISH VERIZON.AND AMERICAN TOWER CORPORATION (ATC)
DETAILED ON STRUCTURAL DRAWINGS.
WATER: ASTM C 94/C 94M
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
WITH A FIDE MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
WELDED WIRE FABRIC: ASTMA185
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
6.
CONNECTIONS;
ADMIXTURES:
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP
-WATER-REDUCING AGENT: ASTM C 494/C 494M TYPE A
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
A ALL WELDING TO BE PERFORMED
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR, CONTRACTOR WILL INSTALL
BY AWS CERTIFIED WELDERS AND
-AIR-ENTERING AGENT: ASTM C 260/C 260M
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
ALL ITEMS PROVIDED.
CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING
CODE 01.1.
-SUPERPLASTICIZER: ASTM C494, TYPE F OR TYPE G
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
-RETARDING: ASTM C 494/C 494M, TYPE 8
AL
AMERICAN TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
Ao roR pONSTRUCTION TJC 03/21/23
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY -BAY -WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD. WI 54843
SEAL:
�5 C 0 IV N,
S ri
,�`•``
SANTHOSHA
SHANEINGUE
E-49097
= CARY LA
NC
u 0 N A
,��111111111111j11�
Authorized by "EOR"
21 Mar 2023 04:22:38
verazonv
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY BAY -WI
CUSTOMER #:
704891
GENERAL NOTES
SHEET NUMBER,
REVISION:
G-002
0
PROJECT SUMMARY
SURVEYOR'S NOTES
- -
I THERF IG AI: I.FSi TO THL Si'BJF," 11ROPERTl
W 1A'M2Y RiJ4[1 A'HBi I� RIGHT OF ,VAY
6L51 AY[R1 RD HAYNAHD :•.• J.'.43
12 THE LOC.ITIUN50!=.A�l'U T:L!TIES SH:r ON ON THC
F
4?�LIIIFCIiI.I•: �Y. PA
1 SURVL" ARE FROM V ISIBLE SURFACE EVIDENCE
OWNER TOWN OF ROUND I AKE
ON'L3
OYMFRADONESS 1(1625N COUNTY HWY A HAI'NARO WI 5 Ml
;3 ATTHE TIME OF 1H5 SURVEY THERE'NASNO
APN 57-V2J-2a1-07-294 D3-DIIU Y'I;GI,',
I435E 4VFBLF F,IRF41;F. FV:OENCE OF EARTH
MOV NG Y,'ORK BUILDING CONSTRUCT ION OR
TOTAL AREAE
BOLIN- ADCU,ONS NITIR N HLC[ NT MON LHS
PARENT PARCEL 4D, ACRES LEAST AREA 9 73, ACRE
4 AT THE TIME OF THIS SURVEY THERE WAS NO
OBSERVABLE EVIDENCE OF THE SUBJECT
..
� E2.b 1vns�
PROPERTBEING USED AS A SOLID WASTE DUMP
LTSLLNJG!TUDL 41 16 13 Y W
SUMP OR SANITARY LANDFILL
VERTIf,AI, DATUM NAVD BP HOR VONTAL DATUM NAD IL3
5 AT THE TIME OF THIS SURVEY. THERE WAS NO 10cl,�
GROUND ELEVATION 142E
OBSERVABLE EVIDENCE OF ANY RECENT CHANGES
IN SI REE T RIGHT -0E-WAY LINES LI THEN COMPLETED
BEARINGS ARE BASED ON'NISCOh51N STATE PLANE COORDINATES
NORTH ZONE (NAO03;
OR PRO-OSF.D AND AVAII ABLE FROM THE
CONTROLLING !UHISDICTION
I��A
6 AT THE TIME OF THIS SURVEY. THERE WAS NO
PER THE FERIA FLOOD MAPS THE SITE IS LOCATED IN AN AREA
OBSERVABLE EVIDENCE OF ANY RECENT STREET OR
t"IGHA#[O A,& ZONE N
510EWALK CONSTRUCTION OR REPAIRS
COMMUNITY PANEL NO . 550591G125B
7 THIS SURVEY WAS PREPARED TO SHOW THE
DATED D9'14'1Y3J
INTERESTSOFAMERICANTOWERCORPORATION
DDY/: l"WhOTE
AND IMPRDVEMENTS PROXIMAL TO SAID INTERESTS
THIS SURVEY IS NOT THE RESULT OF A COMPLETE BOUNDARY SURVEY
IT DOES NOT CONSTITUTE AN ALTANSPS SURVEY OF
(;
THEP(Mr PARENT PARCEL UNLESS NOTED
E NCpQAf1Y,�FIF STAT'Y�F
OTHRipS1SE. S-
AMTANkA r'dl]FTVBY VYyll[p ENCROACHMENTS WERE OBSERVED
ONTO OR 13E_YOM THE LEASE OR EASEMEN I AREA OR THE ACCESS
' •�
AND UTILITY EASEMENT(SI
LEGAL DESCRIPTION
THE FOLLOWING DESCRIBED REAL ESTATE 6UUATED IN THE COUNTY OF SAWYER AND STATE OF WISCONSIN TO -WIT
SWIM OF SE114 OF SECTION 29 TOWNSHIP 41 NORTH RANGE 7 WEST,
PAPI III` No : 57424-24447-29-4 03-000-000010 ITAX ID 25813)
THIS BEINGA PORTION OF THE SAME PROPERTY CONVEYED TO THE TOWN OF ROUND LAKE AS TO INTEREST IN FEE SIMPLE
F ROM THE COUNTY OF SAWYER IN A OUR CLAIM DEED DATED JUNE 6. 1%7 AND RECORDED JUNE B 11967 IN BOOK 21D PAGE 276
IN SAWYER COUNTY, WISCONSIN
THIS BEING THE FAME PROPERTY CONVEYED TO NORVADO INC, A WISCONSIN CORPORATION AS TO LEASEHOLD INTEREST
FROM THE TPJYI�L Or Rt"'In lf. A'iNNIL'IPALFTY IN A LEASE AGREEMENT DATED APRIL 22, 2021 AND RECORDED MARCH 21,
:'02p 41114T4LIMEhT NO 43I1 I M1J114AI 'I COUFTTY WISCONSIN
LEJLSE AT4A AS PROIZIDEDIyyE1fEO LTMESSl PAu. AGREEMENT 43wT1
THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER (SW V4 SW 114 SE NO SECTION
TYYFVTF. IL01E LEI TOWNSHIP FORTY-ONE (41) NORTH RANGE SEVEN (71 WEST. TOWN OF ROUND LAKE. SAWYER
COIYIBCOMIW
NOTES CORRESPONDING TO SCHEDULE B
THE TITLE REPORT ISSUED BY WESTCOR LAND TITLE INSURANCE COMPANY COMMITMENT NO ATC 129715 C WITH AN EFFECTIVE
DATE OF MARCH 24, 2022 CONTAINS THE FOLLOWING SURVEY RELATED ITEMS
1 ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC
RECORDS OR IS CREATED ATTACHES OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF
THE SCHEDULE B. PART I—REOVIREMAENTS ARE MET IUNKNOWNTOSURVEYOR]
2 RIGHTS OR CLAIMS OF PARTIES N POSSESSION NOT SHOWN BY THE PUBLIC RECORDS (UNKNOWN TO SURVEYOR(
3 EASEMENTS OR CLAMS OF EASEMENTS NOT SHOWN BY THE FUSE N RECORDS (UNKNOWN 70 SURVEYOR)
4 DISCREPANCIES. CONFLICTS IN BOUNDARY LINES. ENCR04CHMENTS OVERLAPS VARIATIONS OR SHORTAGE IN AREA OR
CONTENT PARTY WALLS AND ANYOTHER MATTERS THAT WOULD BE DISCLOSED BY A CORRECT SURVEY ANDADR PHYSICAL
NJ SPECTiONOFTHELAND [SHOWN HEREON IFANYJ
6 ANY LIEN, OR RIGHT TD UEN FOR SERVICES LABOR OR IATER[AL HERETOFORE OR HEREAFTER FURNISHED IMPOSED BY
LAW AND NOT SHOWN BY THE PUBLIC RECORD INOT SURVEY RELATED]
6 ANY WATER OR WELL RIGHTS, OR RIGHTS OR TITLE TOWATER OR CLAIMS THEREOF IN, ON OR UNDER THE LAND
[UNKNOWN TO SURVEYOR]
• URPATp4[rPG MHII I.p CLAIMS RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN THE ACTS AUTHORVING THE ISSUANCE OF
1FAIDPATE14TL PWWGWN TO&Wh*"
B ALL TAXES ASSESSMENTS LEVIES AND CHARGES WHICH CONSTRUTE LIENS OR ARE DUE OR PAYABLE INCLUDING
UNREDEEMEDTAKSALES (NOT SURVEY RELATED]
9 RIGHTS OF FEE SIMPLE OWNERS IN AND TO THE SUBJECT PROPERTY
]AFFECTS THE SUBJECT PROPERTY, CONTAINS NO PLOTrABLE OBJECTS]
10 TERMS AND CONDITIONS CONTAINED IN AN UNRECORDED OPTION AND LAND LEASE BETWEEN' THE TOWN OF ROUND LAKE
AND NDVADO, INC, A WISCONSIN CORPORATION DATED MAY 15 2013
(NOTHING OF A PLOTTABLE NATURE WAS KNOWN ANDIOR PROVIDED TO SURVEYOR AT TIME OF SURVEY]
I I- EASE IAUNT DEED BETWEEN TOWN OF ROUND LAKE AND GREAT LANES LOGGING, LLC DA IUD JULY 14. 2016 AND RECORDED
JULY IB 2016 1N (INSTRUMENT, 402046, IN SAWYER COUNTY. WISCONSIN
(LOCATED ON SURVEYED LAND, PLOTTED HEREON]
12 7ERMS AND CONDITIONS OF AN UNRECORDED LICENSE AS EVIDENCED BY AM MEMORANDUM OF S'TE LICFNSE
AGREEMENT BETWEEN NORVADO INC AND TJAOBILE CENTRAL LLC DATED FEBRUARY 6 2017 AND RECORDED JULY 7, 2017 1N
(INSTR UMENT) 4CITS27 IN SAWYER COUNTY WWSC0.N61N
]ALL OR PARTLY LOCATED ON SURVEYED LAND, PLOTTED HEREON]
13 IERMS ANO CONDITIONS OF AN UNRECORDED LEASk AS EVIDENCED BY AIN, TOWN OF ROUND LAKE LEASE SLIMIER ImN
OFROUNDLAKE AMUNIC-PALITYANDNORVADO INC, A'WISCONSIN CORPORATION DATED APRIL 27. 2021 AND RECORDED
MARCH 21 20221NRNSTRUMENT)438227, IN SANER COUNTY WISCONSIN
I'LOCATED ON SURVEYED LAND, PLOTTED HEREON]
SURVEYLEGEND
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Know what's belOW.
Call before you dig.
Ak .
AMERICAN TOWER
ATC, TOWER SERVICES, INC.
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27618
PHONE: (919) 468-0112
FAX: (919) 466-5415
THESE DRAWINGS ANWOR THE ACCOMPANYING _
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE -
EXCLUSIVE PROPERTY OF AMERICAN TOWER THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS
PROJECT CONTRACTORS) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES, ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER
REV. DESCRIPTION BY DATE
.01 PRELIM TLR 04/09/22
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE
LAKE
�
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SURVEY CERTIFICATE:
TO AMERICAN TOWER CORPORATION AND
WESTCOR LAN(] TITLE INS RANGE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND
THE SURVEY ON WHICH IT IS BASED WERE MADE
IN ACCORDANCE WITH 2O16 MINIMUM STANDARD
DETAIL REQUIREMENTS FOR ALTA/NSPS LAND
TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS, AND INCLUDES
ITEMS 2, 3, 4,6(6) (TO THE EXTENT, GRAPHICALLY
DEPICT ON SURVEY DRAWING THE ZONING
SETBACK LINES), 7(A), 7(B)(1), 7(C), 6, 9, 13, AND 14
TABLE A THEREOF. THE FIELD WORK WAS
COMPLETED ON 03/29/22
DATE OF PLAT OR MAP: 04/09/2022
(SIGNED)1_0�1/tffjd
NAME: Matthew T MokanyN, P,S PE
Michigan P.S, No. 4001042063
to
LANQTECH
PnlLtrai=1 6LrvvMIV it �lr*=
9 Arrc.wrw.Ir: nTT/eLrp
DRAWN BY: TLR
REVIEWED BY! MTM
DATE DRAWN: 03/31/22
JOB NO: 22357021
ALTA/NSPS
LAND TITLE SURVEY
SHEET NUMBER: REVISION
V-101 0
SITE PLAN NOTES-
1. 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.
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 SHALL VERIFY ALL ASPECTS OF
THE COMPONENTS MEET THE ATC
SPECIFICATIONS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO COORDINATE WITH THE VERIZON
REPRESENTATIVE AND LOCAL UTILITY COMPANY
FOR THE INSTALLATION OF CONDUITS,
CONDUCTORS, BREAKERS, DISCONNECTS, OR
ANY OTHER EQUIPMENT REQUIRED FOR
ELECTRICAL 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.
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
IB
ICE BRIDGE
K
KENTROX BOX
LC
LIGHTING CONTROL
M
METER
PB
PULL BOX
PP
POWER POLE
T
TELCO
TRN
TRANSFORMER
CHAINLINK FENCE
2.
PROPOSED CABLE NOTES:
ESTIMATED LENGTH OF PROPOSED CABLE IS 375'.
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), COS DEFER
TO GREATEST CABLE LENGTH.
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 PROPOSED
50. GPS ANTENNA
PROPOSED VERIZON
CABINETS AND CONCRETE PAD
10 WITHIN A 12' X 30' LEASE AREA
EXISTING FENCE
TO BE REMOVED
BY VERIZON WIRELESS
PROPOSED ICE BRIDGE
C-50 (LENGTH 32't)
a;
Q G T
n
X 7'-10" X 8'-3"
'I PLATFORM
GUYED
TOWER
1 DETAILED SITE PLAN
GRAPHIC SCALE
10 0 5 10
( IN FEET)
1 UNIT = 10 FEET
PROPOSED 1W-0" FENCE
18
w
U
Z
w
LL
in
N
0
w
0
O
a
Q
Ir
a
PROPOSED FENCE 1
(TO BE INSTALLED BY VZW) -5
PROPOSED (3) 1.58- HYBRID
CABLES
(SEE PROPOSED CABLE NOTES
THIS PAGE FOR LENGTH AND
ROUTING GUIDELINES)
4'-10" X 5'-4"
PLATFORM
PROPOSED UNDERGROUND 2 2
TELCO CONDUIT ROUTED IN
TRENCH (LENGTH 53't) 5
PROPOSED UNDERGROUND 2 2
POWER CONDUIT ROUTED IN
TRENCH (LENGTH 50't) 50 -001
PROPOSED TELCO/FIBER
SERVICE POINT
(COORDINATE WITH LOCAL
UTILITY COMPANY)
PROPOSED UTILITY
METER 8 DISCONNECT
(COORDINATE WITH
LOCAL UTILITY COMPANY)
AMERICAIV TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION
REV. DESCRIPTION BY DATE
A0 FmrONSTRUCTlON TJC 03/21/23
0-
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY —BAY —WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL'
�S C 01 Y ,+
'• SANTHOSHA
SHANBHOGUE
E-49097 CLI
0 CARY ZZ
.n NC
111111111111
Authorized by "EOR"
21 Mar 2023 04:22:38
c0
ver1�110v
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY_BAY_WI
CUSTOMER #:
704891
DETAILED SITE PLAN
SHEET NUMBER: REVISION
C-101 0
'v
PROPOSED
12' X 30' LEASE ,
AREA I ;
i
I
I
1
PROPOSED 4' X 10' CONCRETE PAD -'
I �
PROPOSED EQUIPMENT CABINET
I
VERIZON WIRELESS .PROVMED EQUIPMENT
CHARLES INDUSTRIES CUBE-SS46231PX2 EQUIPMENT WITH
BATTERY CHARGER
RAYCAP OVP-12 (RCMDC-6627-PF-48)
CO RA TOR PROVIDED EQUIPMENT
THIS IS NOT A COMPREHENSIVE LIST.
IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL
OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE
PROVIDED BY THE CONTRACTOR.
18"X18" FIBER JUNCTION BOX, NEMA 313 CABINET ENCLOSURE
WITH WOODEN BACKBOARD, PADLOCK LATCH, AND
COMBINATION LOCK (USE FOR DARK FIBER)
26.2" WIDE X 78" TALL X 12.3" DEEP ASCO 0300L SERIES
POWER TRANSFER LOAD CENTER MODEL AA30OG-1PH-N-3R
INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PAD
LOCK.
22" WIDE X 26" TALL X 20" DEEP CHARLES INDUSTRIES
CUBE-RL1003C-1 WITH HEAT EXCHANGER (120V) WITH
TRIPP-LITE UPS PART #SM1200RMXL2UTAA INSIDE
(ONLY REQUIRED WHEN VZT PROVIDES LIT FIBER. UTILITY
COORDINATOR MUST VERIFY IF NEEDED)
COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH
CONSTRUCTION MANAGER
PROPOSED
ATS/AC ILC
? PROPOSED
GPS ANTENNA
PROPOSED 30KW DIESEL
GENERATOR
PROPOSED 4'-0" X 10'-0"
C-80 CONCRETE PAD
DETAILED EQUIPMENT LAYOUT
SCALE: NOT TO SCALE
T-0" S-0"
PROPOSED
OVP (TYP.)
N
MOUNT LIGHT
SWITCH WITH TIMER
ON END PPOO���STT
PROPOSED
10' H-FRAME 0�
FIBER JUNCTION BOX
3 EQUAL T SPACES
��} H � Al
PROPOSEDLED
I WORK LAMP (TYP. 1)
TO BE MOUNTED ON
EQUIPMENT STAND
POST BELOW THE ICE
BRIDGE
PIPE CAP
3"0 SCHAO
PIPE (GALV.)
UNISTRUT
PIPE/CONDUIT
CLAMP P1119 OR
P2558-35 (GALV.)
(TYP.) FOLLOW
MANUFACTURER
SECTION A -A
RECOMMENDATIONS
FOR BOLT TORQUE
P2860-10 END CAP
�- 1-5/8" X 10'-0"
#2 AWG GREEN INSULATED GROUNDING UNISTRUT P1000 X 12" ATTACH
CONDUCTOR WITH WIRE CLAMPS
UNISTRUT
(FIELD LOCATE)
W/ U-BOLT
(MAXIMUM SEPARATION OF T)
w
o
U
ANTENNA CABLE W/ ICE BRIDGE POST
v
APPROPRIATE SIZE ANDREW
EXISTING GRADE
STANDARD HANGERS
r
WAVEGUIDE UNISTRUT Z I I
I
I'
SCALE: NOT TO SCALE
(
= I
12"f[7 4,000 PSI
CONCRETE
FOOTING (TYP.)
3 TYPICAL H-FRAME AND ICE BRIDGE POST DETAIL
SCALE: NOT TO SCALE
J&
AM] IER3
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
n FORCONSTRIJGTION TJC 03/21/23
Q
Q
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY -BAY -WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL:
0
SANTHOSHA
- SHANBHOGUE
E-49097
CARY
o
�.n NC
•rrr''rrr
t�``�ti��•
N A `'
r 'O
1111111111
Authorized by "EOR"
21 Mar 2023 04:22:39
CO
verizon'41
ATC JOB NO: 14175320-D3
CUSTOMER ID: MUSKY BAY WI
CUSTOMER #: 704891
DETAILED EQUIPMENT
PLAN
SHEET NUMBER:
REVISION:
C-102
0
T[7F' F7F EXISTING TOWER
ELEV :1C1t3'
/'2�V 1 PROPOSED VERIZON
C�44 G�0 EQUIPMENT
EXISTING TOWER
(D—
TOWER ELEVATION
SCALE: N.T.S.
PROPOSED VERIZON
RAD CENTER @ 295'
ExY57/NG CARRIER AIVTE'NNA-5 RAD CEN7�7? V EaV 297.5
EXISnNC CARRIER ANMAWAS
QD CENTER 9 ETEV 2153.3
EXISTING CARRIER ANTENNAS
WI-0CFNT @@ EI.EV i52.4
Fk'ISTING CAfZfR ANTENNAS �r�
RAD CENTER � v EV ] 7 �. 4
EXISTING TOP
OF BA5E 7'E
HYBRID CABLE INFO
QUANTITY FROM COAX PORT
3
LENGTH FROM FURTHEST OVP TO
TOWER
27' t
LENGTH FROM T.O.C. TO TOWER SURGE
PROTECTOR CIL
2951 t
TOTAL HYBRID CABLE LENGTH
375' t
POWER SHIFT NEEDED DUE TO HYBRID LENGTH OVER
200 FEET
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE PROJECT 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. WHERE APPLICABLE, ALL NEW ANTENNAS,
EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
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
ADAPTERS {DO NOT ATTACH TO TOWER LEG).
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.)
5. TOWER ELEVATION DEPICTION MAY NOT REFLECT
ALL EQUIPMENT INCLUDED IN STRUCTURAL
ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR
FULL TOWER LOADING.
4tA
AMERICAN TOWER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
,tV. DESCRIPTION BY DATE
A8FOf_,Qj4wRUCTIQN_- TJC 03/21/23
A
0
Q -
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY _BAY _WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL;
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Jam:
'• SANTHOSHA
SHANBHOGUE
E-49097 CL,
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s
��...t1 NC �4►
Authorized by "EOR"
21 Mar 2023 04:22:39
CO
verizon/.
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY BAY WI
CUSTOMER #:
704891
TOWER ELEVATION
SHEET NUMBER: REVISION:
C-201 0
Ign
Aa
PROPOSED AIR6449 ANTENNA
9 (1 PER SECTOR) (TYP. 3)
\� A3 PROPOSED RVZDC-3315-PF-48 COVP
`�• (TYP. 3)
�? A2 AZF 8Z
�Cr �•�j BETA
'q 81 PROPOSED RADIO 4449 B71 B85A RRU
(1 PER SECTOR) (TYP. 3)
Al
G
EXISTING TOWER AZ= 80. PROPOSED SECTOR MOUNT BETA
(1 PER SECTOR) (TYP. 3) 52
AZ' 80.
C4 BETA
C3 B3
N C2 AZ.= 87
q o C
BETA
[a o B4
ra N a
PROPOSED NHH-65C-R2B ANTENNA
g (1 PER SECTOR) (TYP. 3)
C7�
1 FINAL ANTENNA PLAN
SCALE: N.T.S.
FINAL ANTENNA/ COAX SCHEDULE
SECTOR ANT- MODEL # RAID CENTER AZIMUTH ADDITIONAL TOWER C
MOUNTED EQUIPMENT ABLE DESCRIPTION
ALPHA Al NHH-65C-R2B 295' 320°
ALPHA A2 NHH-65C-R2B 295' 320° RADIO 4449 - B13&B5
ALPHA A3 NHH-65C-R2B 295' 320° (2) 8843 REV 2
ALPHA A4 AIR6449 295' 320°
BETA B1 NHH-65C-R2B 295' 800 _
BETA B2 NHH-65C-R2B 295' 80° RADIO 4449 - B13&B5
(3) 1.58" HYBRID
BETA B3 NHH-65C-R2B 295' 80° (2) 6843 REV 2
BETA B4 AIR6449 295' 80` _
GAMMA Cl NHH-65C-R2B 295' 200°
GAMMA C2 NHH-65C-R2B 295' 200° RADIO 4449 - B13&B5
GAMMA C3 NHH-65C-R2B 295' 200° (2) 8843 REV 2
GAMMA C4 AIR6449 295' 200° _
1. CONFIRM WITH CARRIER REP FOR APPLICABLE UPDATES/REVISIONS AND MOST RECENT RFDS.
2. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS, COAX, ETC. SHALL BE MOUNTED IN ACCORDANCE WITH THE TOWER STRUCTURAL
ANALYSIS ON FILE WITH THE ATC CM.
3. SPACING OF PROPOSED EQUIPMENT SHALL BE CONFIRMED FOR TOWER CONFLICTS AND PROPOSED MOUNTS SHALL NOT IMPEDE
TOWER CLIMBING PEGS.
4, INSTALL (3) RVZDC-3315-PF-46 OVP(s).
RFJUMPERLENGTH
ANTENNA SCHEDULE MONOPOLE=15't
GUYED / SELF SUPPORT = FACE WIDTH + 15'
REFER TO FINAL RFDS FOR TYPE AND QUANTITY
AL
AMERICAN TOWER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0 F .C4, TRUC77O1�_ TJC 03/21/23
u
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY BAY WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL:
to n H rr►����
������
SANTHOSHA
SHANBHOGUE
T E-49097
CARY
NC =�
Authorized by "EOR"
21 Mar 2023 04:22:39
CO.
verizonsi-
ATC JOB NO: 14175320 D3
CUSTOMER ID: MUSKY BAY WI
CUSTOMER #: 704891
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER:
REVISION
C-401
0
18, l
iED 2-3/8"0 X 96" LONG SCH. 40
JA MOUNITNG PIPE
IROPOSED STIFF -ARM PROVIDED WITH
01OUNT (TYP. 3)
PROPOSED RRU
PROPOSED ANTENNA
'OSED SECTOR MOUNT
PRO 1 PART M VFA12-11D)
ALL PER MANUFACTURER'S SPECS)
R SECTOR) (TYP. 3)
,I PROPOSED ANTENNA MOUNTING DETAIL ELEVATION
SCALE: NOT TO SCALE
PROPOSED OVP
(MOUNT PER MANUFACTURERS SPECS)
(ENSURE THAT BRACKET DOES. NOT CONFLICT
WITH EXISTING OR PROPOSED EQUIPMENT)
PROPOSED MOUNTING PIPE ATTACHED TO
BOTH HORIZONTAL MEMBERS
ON PROPOSED STAND-OFF SUPPORT
FOR 3-SIDE PROPOSED SECTOR FRAME ARRAY
PROPOSED HORIZONTAL MEMBER ON
PROPOSED STAND-OFF SUPPORT (TYP.)
FOR 3-SIDED SECTOR FRAME ARRAY
PROPOSED OVP MOUNTING
SCALE: N.T.S.
►eAMEMCAN I OWEHO
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 46MI12
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED, ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR GMTRUCTIOR_ TJC 03/21/23
0
A
o
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY _BAY _WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL
�tt►Cllullrllrf<<��
:1 SANTHOSHA
SHANBHOGUE
E-49097
CARY
NC
1
11111111111
Authorized by "EOR"
21 Mar 2023 04:22:39
CO
venzowl
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY BAY WI
704891
CUSTOMER #:
MOUNT DETAILS
SHEET NUMBER: REVISION
C-501 0
I8n
CONSTRUCTION NOTE:
1. INSTALL ICE BRIDGE TO ALLOW 7 FEET CLEARANCE ABOVE GRADE TO LOWEST
APPURTENANCE.
WB-K210-B WAVEGUIDE BRIDGE KIT - BILL OF MATERIALS (INCLUDED WITH KIT UNLESS NOTED OTHERWISE)
ITEM
PART
NUMBER
DESCRIPTION
ITEM
PART
NUMBER
DESCRIPTION
1
MF126.01
10'-4" COLUMN & BASE SHOE'
MF-130
13'-4" PIPE COLUMN
9
GWL-04
1/2" GALV LOCK WASHER
2
WB-CY210
SAFETY GRATING 24" X 10'
10
GN-04
1/2" GALV HEX NUT
3
WBK110BHK
HARDWARE KIT (ITEMS 4-16)
11
G13-03205
3/8" X 2" GALV BOLT KIT
4
PC-034
PIPE CAP 3-1/2"
12
MT-387
SQUARE WASHER, 1-1/2" X 1-1/2"
W/ 7/16" HOLE
5
WBLB243.08
24" WAVEGUIDE BRIDGE
13
GWF-03
3/8" GALV FLAT WASHER
SUPPORT BRACKET
6
GUB-4356
1/2" X 3-5/6" X 6" GALV U-BOLT
14
WBT243.01
VERTICAL TRAPEZE SECTION
7
WB-JB-6
1/2" J-BOLT
15
GB-03105
3/8" X 1" GALV BOLT KIT
6
GWF-04
1/2" GALV FLAT WASHER
16
WBT243.02
HORIZONTAL TRAPEZE
SECTION
CONTRACTOR SHALL USE PARTS MANUFACTURED BY COMMSCOPE OR APPROVED EQUIVALENT.
'BASE SHOE NOT INCLUDED IN WB-K210-B KIT, ORDER COLUMN SEPARATELY OR KIT WB-K210-S.
0 WAVEGUIDE BRIDGE KIT
SCALE: NOT TO SCALE
G.P.S. ANTENNA
(PROVIDED BY
VERIZON)
1-1/4" SCH 40 X 18" LNG
MIN. SS OR GALV PIPE
PIPE -TO -PIPE CLAMP
VERIFY SIZE (GALV.)
CONDUIT
(SHALL BE USED FOR
MECHANICAL PROTECTION)
1/2"0 COAX CABLE
(OR EQUAL) MIN.
BENDING RADIUS PER
MFG'S SPECIFICATIONS
1/2" X 8" THREADED
ROD (GALV.)
#2 AWG BARE TINNED SOLID
COPPER WIRE CADWELD
FROM GPS MOUNT PIPE TO
COAX CABLE PIPE SUPPORT
OR TOWER MEMBER
ICE BRIDGE SUPPORT POST
OR TOWER MEMBER
INSULATED
METALLIC BUSHING
#6 AWG GROUNDING KIT
CABLE (PROVIDED WITH KIT)
2 HOLE LUG SUITABLE FOR
#2 AWG BCW
NOTE:
1. GPS SHALL BE PLACED WITH CLEAR SIGHT LINE TO THE SOUTHERN SKY.
2. CONTRACTOR TO SUPPLY COAX FOR GPS UNIT.
(D GPS ANTENNA ATTACHMENT DETAIL
SCALE: NOT TO SCALE
2"D"t
W� 00
W 9
as wa
I Y J F W
z0 2'il
J Z
`7 m
N (V
--
AC POWER
CONDUIT(S)
TRENCH NOTES:
EXISTING GRADE
WARNING TAPE
TRENCH
UNEXCAVATED
SOIL
COMMUNICATIONS CONDUIT
4"/2"
(AS APPLICABLE)
CLEAN SAND SUITABLE
FOR CONDUIT BEDDING
(SEE NOTE 4)
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE
USED FOR BACKFILL. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL.
2. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO 13ACKFILLING. CONTRACTOR
TO VERIFY LOCATION OF EXISTING UIG UTILITIES PRIOR TO DIGGING.
3. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL HAND DIG
UIG TRENCHING.
4. USE COMMUNICATIONS ONLY TRENCH FOR COMMUNICATIONS CONDUIT UNLESS
TRAVELING UNDER PATH OF VEHICLE TRAVEL, THEN CONDUIT MUST BE 24" MIN. BELOW
GRADE.
5. CONFIRM SPACING AND DEPTH WITH NEC OR LOCAL CODE REQUIREMENTS
POWER/TELCO CONDUIT TRENCH DETAILS
SCALE: N T S
A&
AMERICAN TDV WEIRD
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0 $CONTB>w1CTION TJC 03/21/23
n
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY -BAY -WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL'
\s C 0 NS'ell
,•�``x�
SANTHOSHA
SHANBHOGUE
E-49097 Ix E
CARY LIJ
NC
��/rrI
I) I I I I I1N1►��
Authorized by "EOR"
21 Mar 2023 04:22:40
c0
verizow/
NO:
14175320 D3
[ATCJOB
TOMER ID:
MUSKYBAYWI
TOMER #:
704891
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION:
C-502 0
All
1 o:D•
PROPOSED VERIZON
4' X 10' CONCRETE PAD
PROPOSED VERIZON #5 REBAR WITH 4" (4,000 PSI CONCRETE)
~ 10'X4' CONCRETE PAD CLEAR FROM EDGES
v (4,000 PSI CONCRETE) (TYP. TOP & BOTTOM) 3" (TYP.)
#4 @ 9„
a �LU _ w
p0
W IL o
a ,
� w
#4 @ 12"
10 EQUAL SPACES AT 11 1/5"
3/4-
. CHAMFER
io
in
1. PADS SHALL BE PRE -CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION.
2. REFER TO CONCRETE & REINFORCED STEEL NOTES ON SHEET G-002 & ATC SPEC 033000 FOR
CAST -IN -PLACE PADS.
CONCRETE EQUIPMENT PAD DESIGN
SCALE: N.T.S.
GRADEED PROPOSED PAD
r
EXISTING
COMPACTED FILL
4" EXISTING CRUSHED
STONE OR GRAVEL
(SEE NOTE 2)
PAD NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. DELETRIOUS MATERIAL
AND ORGANICS SHALL BE REMOVED.
2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2' PERIMETER.
3. USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED EQUAL, FOR
EQUIPMENT ANCHORAGE.
4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT, SEE
EQUIPMENT VENDOR DRAWINGS.
GGRAVEL PREPARATION
SCALE: NOT TO SCALE
af
J
U
N
U
i�
#4 REBAR WITH 4"
CLEAR FROM EDGES
(TYP. TOP & BOTTOM)
8' 1'-0'
o�
CONCRETE PAD
mmmalmlilml-
STUB UP AREA
10'-0"
#4 AT 12" O.C. EACH WAY FOR
GENERATOR PAD.
(TYP. TOP & BOTTOM)
(4,000 PSI CONCRETE)
O
Fie
_J 6" 3" TYP
NOTE:
THIS DESIGN ASSUMES A 1500
PSF SOIL BEARING PRESSURE
COMPACTED #57 GRAVEL
CONCRETE GENERATOR PAD DESIGN
SCALE: N T S.
a, e
1 KWIK STAINLESS STEEL
PANSION ANCHOR BOLT
ZE PER CABINET AND
:NERATOR MANUFACTURER
ECIFICATIONS)
5 EXPANSION ANCHOR DETAIL
SCALE: N,T_S.
COMPACTED#57
GRAVEL
FILL VOIDS WITH #52 GRAVEL
AFTER CONDUIT INSTALLATION
CONDUITS
'3 GENERATOR CONDUIT STUB UP DETAIL
SCALE: N.T S
30" t
EXISTING GRADE
w C7 LU °vO epOQp coc9aje eQoaj
w ? eo p°°o4v00000peo-000aoo° nc WARNING TAPE
O X "6 occeb°uoo c000 poo°o°oo .
O F LL1 J °cceop°u°eobcc°ve°v° a TRENCH
Q Q U W o.,a°oq°pOOOp9aoaapO °tl e°
Op Q 6 H aoo0,0000,09 6vp°a°e000ao°coo° _
U Q 1 0 ,,0a 00000500
Z 0 2 Z __' °c°°ao aoc°o°roc°boo°ap 1
m �p6bebpg.'b..00gOpdODO 1 SOIEXCAVATED
c° °o 00 ° ea
N N I� c°°°oo�eop°°°a°Onao g°ccOc
(1)1" CONDUITS FOR GEN
HEATER & BATTERY
CHARGER)
(1) 1-1/2" CONDUIT J ' ' i-- (1) 1" CONDUITS FOR
FOR POWER CONTROLS & ALARMS
3' MIN,
(TYP.) 12" MIN. CLEAN SAND SUITABLE
FOR CONDUIT BEDDING
TRENCH NOTES: (SEE NOTE 4)
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY
BE USED FOR BACKFILL. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL.
2. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING.
CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
3. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL HAND DIG
U/G TRENCHING.
4. USE COMMUNICATIONS ONLY TRENCH FOR COMMUNICATIONS CONDUIT UNLESS
TRAVELING UNDER PATH OF VEHICLE TRAVEL, THEN CONDUIT MUST BE 24" MIN.
BELOW GRADE.
5. CONFIRM SPACING AND DEPTH WITH NEC OR LOCAL CODE REQUIREMENTS
1 GENERATOR CONDUIT TRENCH DETAILS
V SCALE: N.T.S.
AL
AMERICAN TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 46M112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV, DESCRIPTION BY DATE
A0 FORCONSTRUCTTOjL_ TJC 03/21/23
0
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY BAY WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL:
01111111111111,111
SANTH0 HA
SHANBHOGUE
E-49097
CAlRt
i NC
Authorized by "EOR"
21 Mar 2023 04:22:40
CO
-verizonl/
ATC JOB NO: 14175320 D3
CUSTOMER ID: MUSKY BAY WI
CUSTOMER #: 704891
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-503
0
i8n
U
z
1-1/4" TOP
N
RAIL (TYP.)
u�
2
U
Q
m
2"x2" - 9 GA. FENCE
0
FABRIC (TYP.)
2
Lu
2
3/8" DAM. TRUSS l
ROD WITH
TURNBUCKLE (TYP.)
2-112" CORNER
POST
2" INTERMEDIATE 1' MIN
POST
1/2" CROWN FOR z
DRAINAGE 5�
io
m
1" GAP BETWEEN
FINISH GRADE AND
BOTTOM OF GATE
12"0 CONCRETE
FOOTING IN SOIL
FOR GATE AND
CORNER POSTS
FENCE NOTES:
1. POSTS NOT TO EXCEED A MAXIMUM SEPRATION OF 10 FEET.
AMERICAN TOWER CONSTRUCTION SPECIFICATION:
1. DIVISION 32 EXTERIOR IMPROVEMENTS SECTION 0323113 FOR CHAIN LINK FENCE AND GATES
� FENCE DETAIL
SCALE: N. T.S.
FENCE POST
EXOTHERMIC WELD
COLD GALVANIZE AFTER COOLING
#2 SBTC
GROUND CONDUCTOR
TO GROUNDING
ELECTRODE CONDUCTOR LOOP
2 FENCE GROUNDING DETAIL
SCALE: N.T.S.
A&
AMERICAN TO TIER*
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV, DESCRIPTION BY DATE
/0\ FOR CONSTRUCTION TJC 03/21/23
n
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY -BAY -WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD. WI 54843
SEAL,
�►►IIIIU11111��I
I� rrrr
,tip
SANTHOSHA
SHANBHOGUE
E-49097
r CARY 4r
o
:.n. NC �=
�rrrrrf
f.11j11�0 N A
r+IIIII►
Authorized by "EOR"
21 Mar 2023 04:22:40
CO
■
verizon"wl
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY BAY WI
CUSTOMERM
704891
CIVIL DETAILS
SHEET NUMBER:
REVISION:
C-504
0
lan
CONDUIT KEYED NOTES:
FIBER CONDUITS
0(1) 2" SCH. 40 PVC CONDUIT WITH MULE TAPE FROM TELCO BOX TO THE EQUIPMENT CABINET.
0 2 (1) 1-1/2" LFMC FOR FIBER & ALARM FROM EQUIPMENT CABINET TO OVP
AC POWER CONDUITS
(1) 1-1/2" CONDUIT WITH (8) #10 & (1) #10 G FROM THE ILC TO THE EQUIPMENT CABINET FOR (4) 30
AMP 2-POLE CIRCUITS.
O4 (1) 1-1/2" LFMC WITH (12) #6 (6 PAIRS) & (1) # 6 G FROM EQUIPMENT CABINET TO OVP,
[ 5 15 1 (1) 1" CONDUIT WITH (2) #12 & (1) #12 G FROM ILC TO GFI RECEPTACLE/LIGHT.
�[ 6JFJ (1) 1-1/2" CONDUIT WITH PULLSTRING FOR FUTURE RECTIFIER CIRCUITS FROM EQUIPMENT
CABINET TO ILC.
(1) 1-1/2" CONDUIT WITH (3) #1/0 & (1) #6 G FROM THE ILC TO THE GENERATOR.
(1) 1" CONDUIT WITH (4) #12 & (1) #12 G FROM ILC TO GENERATOR. (GEN HEATER & BATTERY
CHARGER)
ALARM/MISCELLANEOUS CONDUITS
g (1) 1" CONDUIT FROM ILC TO EQUIPMENT CABINET FOR ILC ALARMS.
1p (1) 1" CONDUIT FROM ILC TO GENERATOR FOR GEN CONTROLS & ALARMS.
NOTE:
BELOW GRADE CONDUIT SHALL BE SCHEDULE BO PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED
RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE
GRADE. ALL BENDS SHALL HAVE MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE
WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND
ADJUST AS NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS
REQUIRED.
p__
3,—\
x X X
- OVP OVP OVP
4
JI b \\\ PROPOSED
\ \ \ ATS/AC ILC J
t�
PROPOSED 3 \\�
EQUIPMENT
CABINET \
010I
B \\\
`\ \
DETAILED CONDUIT LAYOUT
SCALE: NOT TO SCALE
S
2
PROPOSED
30KW DIESEL
GENERATOR
PROPOSED
FIBER JUNCTION
BOX
_/07 �Y
GROUNDING KEYED NOTES:
BOND TO TOWER GROUND RING
#2 AWG BOND FROM VERTICAL H-FRAME AND ICE BRIDGE POST TO EXTERNAL
Yf �� GROUND RING (TYP. EVERY POST).
x L "3 3 EQUIPMENT BOND TO GROUND RING (TYP.).
` 4J #2 GROUND RING
L -J
5 GROUNDING ELECTRODE CONDUCTOR PER NEC
6 GROUNDING ELECTRODE (TYP.)
7 BOND TO COMPOUND GROUND RING
8 GROUNDING ELECTRODE WITH TEST WELL
All
AME RICAN'TO►Pii EIR'
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27516
PHONE: (919) 468.0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION -
REV. DESCRIPTION BY DATE
& MR CC NSTRUCllQN_ TJC 03/21/23
A
0
ZL
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY -BAY -WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL
SANTHOSHA
SHANBHOGUE
E-49097
= CARY w
NC
Authorized by "EOR"
21 Mar 2023 04:22:40
CO ll
venzor�
ATC JOB NO:
14175320 D3
CUSTOMER ID:
MUSKY BAY WI
CUSTOMER #:
704891
GROUNDING PLAN
AND NOTES
SHEET NUMBER:
REVISION;
E-101
0
48n
TO UTILITY
TRANSFORMER
FIELD VERIFY FEEDER
SIZE IS RATED 200A,
240V,1PH,3W ELECTRIC
SERVICE
SERVICE RATED FUSED
DISCONNECT SWITCH
3-#3/0 AWG
#6 AWG G
2" CONDUIT
(130 LF MAX)
UTILITY METER IN
M EXISTING EMPTY
METER SOCKET
200A
e
E
CAM LOCK
(OPTIONAL)
C
VERIZON WIRELESS ILC
al
200A 200A
CABINET WITH 2P/200A
UTILITY BREAKER AND
OPTIONAL 2P/200A CAM
LOCK BREAKER
MECHANICALLY
INTERLOCKED WITH
FINTEGRATED
WALKING BEAM TRANSFER
PANEL
DESIGNATION:
CONNECTED
LOA D (kVA )
A B
2.88
2.88
2,88
2.88
2.88
2.88
2.88
2.88
0.68
1.92
1.92
0.00
0.00
0.00
0.00
14.1 13.4
VZW
BRIEF DESCRIPTION
RECTIFIER
RECTIFIER
RECTIFIER
RECTIFIER
GFI RECUT / LIGHT
GEN BLOCK HEATER
BATTERY CHARGER
SPACE
SPACE
SPA GE
SPACE
4 AWG MBJ
4 AWG GEC
GEN MAIN
-
DISCONNECT/
341/0 AWG
FUSED SWITCH
6 AWG G
1-1/2" CONDUIT
150A
(185 LF MAX)
o-
1" CONDUIT FOR GEN. CONTROLS & ALARMS
2-#12 AWG
#12 AWG G
1" CONDUIT
SWITCH AND 30 BRANCH 1-I 1GHT
LOAD CENTER
4412 AWG, 1412 AWG G,
1" CONDUIT (FOR GEN. HEATER & BATT CHARGER)
LONDUIT FOR ILC ALARMS
8-#10 AWG, 1-#10 AWG G, IN (1) 1-1/2" CONDUIT
(INSTALL (1) 1-1/2" CONDUIT WITH PULL STRING
FOR FUTURE RECTFIER CIRCUITS) ROUTE
CONDUIT ABOVE GROUND. SECURE TO
EQUIPMENT FRAME.
PRIMARY
CABINET
TYPE LIGHTING & A PPLIA NCE
MOUNTING: SURFACE
ENCLOSURE NEMA 3R
1246 AWG (6 PAIRS)
146 AWG G (1 PER OVP)
(1) 1-1/2" LFMC
FEDIER OR BRANCH CIRCUIT
ONE
m
SYSTEM: 120/240V, 3W, 30 CKT
MAIN BREAKER (MB) MLO
MAIN BUS RATING: 200A
MIN. A.I.C. RATING: 65K
FEEDER OR BRANCH CIRCUIT
POLE
BREAKER
POLES
AMPS
NO.
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
A B �61DEIVIAND
14.1 13.4 CONNECTED LOAD (kVA)
14.1 13.4 LOAD (WA)
PANEL SCHEDULE
NOTES:
1 ALL CONDUCTORS ARE TYPE THWN (75-C) COPPER.
2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS 50 FT,
VERIZON WIRELESS
30KW DIESEL GENERATOR
30KW 120/24OV, DIESEL
GENERATOR WITH 150A MAIN
BREAKER. GENERATOR IS IN A
NEMA 3R ENCLOSURE SUPPLIED
WITH 150OW 120V BLOCK HEATER.
NOTE: THE GENERATOR USED IN
CONJUNCTION WITH A 2P ILC
WITH A SOLID NEUTRAL IS NOT A
SEPERATELY DERIVED SYSTEM. AS
SUCH, DO NOT BOND THE NEUTRAL
TO GROUND AT THE GENERATOR.
OVP-12
LOCATION: VZW LEASE AREA
PANEL NOTES: ASCO D300L SERIES
ELECTRICAL SINGLE LINE DIAGRAM
CONNECTED
BRIEF DESCRIPTION
LOAD(kVA)
A
B
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
em
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
SPACE
0.00
0.0
0.0
DERATING FACTOR (805' )
DEMANDLOAD SIZING: 147 AMPS
NOTES:
1. ALL EQUIPMENT SHALL BE NEMA 313 RATED.
2. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH TIA-222-G AND VERIZON WIRELESS
STANDARDS.
3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP. (TOTAL SYSTEM VOLTAGE DROP
ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%)
4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF 0.9.
5. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO RMC PRIOR TO RISING ABOVE GRADE, ALL BENDS SHALL HAVE A
MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT
TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND
LOCAL CODE REQUIREMENTS AS REQUIRED.
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AllIiERICAN i Oe1lifER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468.0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT,
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FQR CONSTRUCTION TJC 03/21/23
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY BAY WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI54843
SEAL
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21 Mar 2023 04:22:41
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verizowl
ATC JOB N0:
14175320_D3
CUSTOMER ID:
MUSKY BAY. WI
CUSTOMER #:
1 704891
ONE -LINE & PANEL
SCHEDULE
SHEET NUMBER: REVISION
E-102 0
l8n
PROPOSED
ANTENNAS
PROPOSED BONDS
TO ANTENNA
MASTS
PROPOSED JUMPER (TYP.)
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT (TYP.)
PROPOSED WEATHERPROOFING KIT (TYP.)
PROPOSED CABLE 2
GROUND KIT (TYP.) 541
ANTENNA CABLE TO
CABINET (TYP.)
#6 AWG STRANDED CU
I ] l N WIRE WITH GREEN, 600V,
\� 1 THWN INSULATION
f
GROUNDING CONNECTION TO 1
RRUs & OVPs
(WHERE APPLICABLE)
GROUND BAR MOUNTED
NEAR/BELOW ANTENNA 3
(TO BE INSTALLED IF REQUIRED) -50
NOTES:
1. 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 VERIZONGROUNDING STANDARDS, LATEST
EDITION, AND COMPLY WITH VERIZONGROUNDING CHECKLIST, LATEST VERSION. WHEN
NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
TYPICAL ANTENNA GROUNDING DIAGRAM
I
SCALE: NOT TO SCALE
r
1/4"0 HILTI KWIK BOLT III -
3/8" THREADED INSULATOR . 3/8" X 3/4" SS
WHERE INDICATED / BOLT (TYP.)
GROUND BAR
MOUNTING BRACKET
oo®®
0
00®�ia
p X4"X1 GALVANIZED
BUSS
BAR
TWO -HOLE LUG, TO BE USED
3/8" SS LOCK WITH #2 AWG BCW
WASHER (TYP.)
GROUND BAR NOTES
1. GROUND KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC.
EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER OR
ANCHORED TO CONCRETE SLAB W/ HILTI KWIK BOLT III.
r� MAIN GROUND BAR DETAIL
Y SCALE: NOT TO SCALE
TO ANTENNA
3/8" SS LOCK WASHER
(EACH SIDE) / V
3/8" X (EASS BOLT
CH SIDE) /
ANTENNA CABLE 2 1/2"0 MAX A p
/ pip p
GROUNDING KIT PER CABLE
MANUFACTURER'S RECOMMENDATIONS
(ANDREW OR APPROVED EQUAL) /
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
'0 GROUND BAR
TO EQUIPMENT
GROUND KIT NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO GROUND BAR.
2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART
NUMBER 221213) AND INSTALUTAPE PER MANUFACTURER'S SPECIFICATIONS.
2 CABLE GROUND KIT CONNECTION DETAIL
SCALE: NOT TO SCALE
NOTES:
1. SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY
REQUIREMENTS.
2. COORDINATE UTILITY, LOCATE BEFORE DIGGING.
3. CONDUIT TRENCHING DEPTHS AT 36" OR 6" BELOW FROST LINE,
WHICHEVER IS GREATER.
4. ALL RING AND RADIAL DEPTHS AT 30" OR 6" BELOW FROST LINE,
WHICHEVER IS GREATER.
GRADE f_
w
I � #2 SBTC
Z— — — — — ---
EXOTHERMIC WELD
COPPER CLAD STEEL GROUND ROD
GROUND ROD DETAIL
SCALE: NOT TO SCALE
GROUND BAR NOTES:
1l4" X 4" X 6" GROUND BAR
(ERICO P/N: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
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.
r TOWER GROUND BAR DETAIL
SCALE: NOT TO SCALE
EXOTHERMIC WELD
(THERMOWELD OR EQUIVALENT)
PARALLEL, NO T-WELDS ALLOWED
(NO SLAG OR DEFORMITIES ALLOWED)
— —
JUMPER, 42 SBTC
GROUNDING
EXTERIOR GROUND RING
#2 SBTC GROUNDING CONDUCTOR
CONDUCTOR
OV
�
I
TIE CONNECTION DETAIL
SCALE: NOT TO SCALE
Ak
AMEMCANTaWEW
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
AD FOR CONSTRUCTION TJC 03/21/23
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A
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n
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY -BAY -WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI54843
SEAL:
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SHANBHOGUE
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Authorized by "EOR"
21 Mar 2023 04:22:41
CO
venzonml
ATC JOB NO: 14175320 D3
CUSTOMER ID: MUSKY —BAY —WI
CUSTOMER #: 1 704891
GROUNDING DETAILS
SHEET NUMBER:
REVISION:
E-501
0
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T-O" MIN. CLEARANCE TO
NEAREST CONDUCTIVE
BODY
LU W
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1' - 6"
RESTORE SURFACE TO ORIGINAL
CONDITION
UNDISTURBED SOIL
COMPACTED BACKFILL
95 % STANDARD PROCTOR,
WITHIN 2% OF OPTIMUM MOISTURE
CONTENT
#2 SBTC
0 GROUND CONNECTION TRENCH DETAIL (STD.)
SCALE: NOT TO SCALE
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EXOTHERMIC WELD
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3 x 42" PVC WITH FEMALE
AFTER AND SCREW ON CAP
SBTC GROUNDING RING
DF CRUSHED ROCK BELOW
=LD. WELD SHALL REMAIN
DBILE
IPPER CLAD STEEL GROUND ROD
=E SHEET E-501 FOR SIZING)
Z TEST WELL DETAIL
SCALE: NOT TO SCALE
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ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919)468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
Lk]_ FORGONSTRUCTION TJC 03/21/23
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
VERIZON SITE NAME:
MUSKY —BAY —WI
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD, WI 54843
SEAL:
SANTHOSHA =
SHANBHOGUE
E-49097
CARY 4i=
o
NC
NAL
r►►rinns+++'
Authorized by "EOR"
21 Mar 2023 04:22:41
CO.
■
verlizont'
ATC JOB NO: 14175320 D3
CUSTOMER ID: MUSKY BAY WI
CUSTOMER M 704891
GROUNDING DETAILS
SHEET NUMBER:
REVISION:
E-502
0