HomeMy WebLinkAbout012-640-05-2107-LUP-2022-025 SUBMIT COMPLETED APPLICATION AND
FEEso: APPLICATION FOR LAND USE PERMIT
Sawyer County SAWYER COUNTY,W ISCO N51 N .
��
Zoning&Conservation Depart. oa�e scamP�Re�e��ed) ,�
30610 Main St Suite 49 �f�.
Hayward,WI 54843
(715j 634-8288 � f� t I �'] 4 �
� v� �
ituSrRU[TIONS No permits will be issued until all fees are paid. �
Checks are made payable ta:Sawyer Counry Zoning Department.
DO NOT START CONSIRUCTION UNTIL ALL PERMITS HAVE BEEN ISSUED TO APPLICANT Original Application MUST be submit".ed PILL OUT IN INK (NO PEI+iCIL) �
._. ___ . . ------ - .. _
Submittal of this application or recelpt of fees does not constitute permit issuance. � '
owner�s)Name: Contractor(s)Name
c(o�►d �- s�r�;�s O
�r � S�a� �J�"� :-I-� � �� L.a r�,,� N
Mailing Address: Mailing Address: �
8 33 5 C�,�t�s c,+��. i :�e Sf, G-+u.� �Y syJo
Phone: Phone:
Go� - ?�b- S'SSS
Email: Email: � . ar�� �` Tu)�� �t/��i'�• �M
Site address: /"� Or Date appiied for: /�A
Legacy PIN N (} "'��(J � � a I� Town of: �lA�r
Permit delivery Method ❑Call Owner �ail Owner n Call Contractor �IVlail Contrector
Is Property/Land within 300 feet of River,Stream (��d. Distance Structure is from Shoreline: Is your Property
Intermittent� � Are Wetlands
�A feet in Floodpfain
Creek or Landward side of Floodplain? �t yes--con±inue �resent?
�1 Shoreland -- z�n�?
Yes
Is Property/Land within 1000 feet of Lake,Pond or Flowage Distance Structure is from Shoreline: Y"5 �
,f ;.,s -co�r�nuP —� /t//.� feet �i� ��
i
-Shoreland
Describe Projed
Value at Time of Total p of
Project type Foundation What Type&Capacity is the
Completion Number bedrooms
�include donatcd (House,garage,shed,deck, (Basement, Sewer/Sanitary System(s)
addition,etc...) �f Stories Crawis ace, Post
t'ime&material P construction
List separately Slab)
5 �11�w Gcl� �(�o�,�t�
Dwelling
$ �S.a� Wtl_
Accessory Bldg
S �,�+.
Addition/Alteration
Height:
TotalSquare lowest
Proposed Use ✓ Proposed Structure Dimensions Footage Grade to
(multiply per Highest
story) Peak
CIa55 ,�. Col oc��bn -rk�✓ � " �
Ft.
X
with 2"d story or loft ( Ft.
with Basement ( X �
Ft.
Irl Residential Use pttached Garage i X , Ft.
Accessory Structure(exPiain> ( x �
❑ AgfICU�tUfB� (detachedgarages.sheds,boathouses,etc) Ft.
x �
Use Temporary Guest Quarters or Bunkhouse(o�cie cyPei
Ft.
�i Commercial/ Oeck/Porchf Patio ( X �
Ft.
Industrial Use ( x �
(2"d)Deck/Porch/Patio Ft.
� Municipal Use � x �
Other(explain)
Ft.
�Other � x �
Prineipal Strueture(agric�icu�ai,Commercial,MuniCipal,Etc.} Ft.
Addition/Alteration(expiain� f x ' � Ft.
Total habitable square feet: Total Non-habitable square feet:
(decks,patios,garages,sheds,storage area&other structures)
Original Applicatian MUST be submitted
Attach a Plan or 5ketch your Property on 8.5"x 11"or 8.5"x 14"paper:'Must•Include locatio�and setback of proposed and existing strudures,roads,
, � I driveway,sanitary components,well,lake,river,stream,and wetlands.
1aL—
�` r� Setback Setback
� - Description Description
Measurements Meawrements
�� Setback from the Centerline of Platted Road and/or � Feet Setback from the lake(ordinary high-water mark) Feet
�,` Setback from the Established Ri ht-of-Wa Feet Setback from the River,Stream,Creek Feet
g Y
Setback fro the uff if applicabl Feet
Setback from the North Lot Line Feet
� Setback from the South Lot Line eet . b m Wetland Feet
Setback from the West lot Line' et ope within area of construction/disturbance %Slope
+,• Setback from the East Lot Line F Elevation of Floodplain Feet
�Y .
/�t
+�.�; Setback to Septic Tank or Holding Tank , Feet Setback to Well Feet
Setback to Drain Field Feet
Setback to Privy(Portable,Composting)• ' Feet
P��� tc:I,�„ ,�r���cn:^�cor�ztnr^c�ef s 5±rucYure.�xi.hin five(5)feei o`ch2 m��^�iur� r��qi,ired ��-t��ar4�,?I_�z;o�,ndary I:ne irom wh�ch tFr __.F n�.-�. o.:rrea:u�ed must b: �.'ii�,�le frorn one
�r �:ioc>1y�ui� ,_.._.;�re�te t����th��p�ev�o'uvy s�rveYetl'corrie'er marked by�,hcc �,r,su•ve4���ai th�„ :��er s expense.
Pr�or to the placePrtenYor constructlbn of a�strectuPe more tHan five(5)4eet but less than ten(10)feet from the minimum required set6ack,the boundary line from which the setback must be
measured must be visible from one previously su�Jeyed rorne�?o Ihe other p�ev�ou;ly surveyed comer,or ver!fiable by the Department by iise of a corrected compass from a known comer
within 500 feet of[he proposed site of the structure,or m�st be marked by a lice�sed sutieyor at the owner's exoense-
• � • . ..• • . • • .- •
Calculate impervious surfaces.(Roofed,concrete,paved,and other surfaces that water cannot penetrete.The Zoning Office can help you determine if a
wrface is considered impervious)
Calculatelot area:
Indicate lot size from CSM or NOVUS(circle one): Acres;Multiply by 43,560=Lot area: Square Footage
Calculate impervious surface area:
Determine the total size,in square feet,of your projects listed above(include eaves): sq ft.
Determine the total size,in square feet,of all existing roofed structures{include eaves}; sq ft. n r Wr
� V � 1
i
Determine the total size,in square feet,of all existing paved/bricked/blocked surfaces: sq ft.
Add these measurements to determine total impervious surfaces: sq ft.
Calculate impervious lot percentage
; Total impervious surface: =Lot area: Sq ft.X 100=impervious surface %
(Mitigation is required if total exceeds 15%)
""Notice a separate grading permit needs to be obtained if disturbed area is within the Shoreland district as indicated on previous page and meeu criteria below"`
Grading on a slope reater than 209�0 � Grading of more than 1,000 Sq.Ft.on 12�e-20�o slopes
� Grading of more than 2,Q00 Sq.Ft.on Slopes less than 12% Grading is in excess of 10,000 Sq. Ft.
ra��uF.� r�,� � �orvSrf�u�� � � . ._ ,;�su���
I(we)dedare that this application(including any accompanying information)has been examined by me(us}and to the best of my(our)knowledge and belief it is true,correct and
complete. I(we)acknowledge that I(we)am(are)responsible for the detail and accuracy of all information I(we►am(are)providing and that it will be relied upon by Sawyer
CouMy in determining whether to issue a permit. I(we)further accept liability which may be a result of Sawyer County relying on this information I{we)am(are)providing in or
with this application.I(we)consent to county officials charged with administering county ordinances to have access to the above described property at any reasonable time for the
purpose of inspection.Additionally,the undersigned person(s)hereby give permission for access to the property for onsite inspection by Municipal Officials.
Owner � r G�yn4� Owner � �
Signature J 1 Printed name Date
�k- 1�� . ;� .
�,�,
�,., .
_ . � ��-:�-���»��� „ _���<�.
You are responsible for complying with the requirements of the Sawyer Counting Zoning O�dinances and law and regulations of the S[ate of Wisconsin.You are also responsible for
complying with State and Federal laws concerning construction near or on wetlands,Iakes,�and streams.Failu�e to comply may result in removal or modification of construction
that violates the law or other penalties or costs. For more information,visit the department of natural resources wetlands identification web page or contact a department of
naturalresourcesservice center(608)267-3125
Issuance Information(County Use Only) Sanitary Number: #of bedrooms:
Permit De�ied(Date): Reason for Denial:
Permit ii: Issuing agent: Date:
aa _ oa 5 � 3�3 �o�
Is Parcel a Sub-Standard Lot ;:Yes (Deed of Record) N Mitigation Required I Yes I;No
Is Parcel in Common Ownership I`Yes (Fused/Contiguous lot(s)) No Mitigation Attached !.'�Yes No
Is Structure Non-Conforming !'Yes 'No
� Granted by Variance(B.O.A.) Granted by Conditional Use
7 Yes ";No Case#: �es C'No Case t�:�t.( d�" 0��
Was Parcel Legally Created ,: Yes C?No Were Property Lines Represented by Owner i:Yes No_
Was Proposed Building Site Delineated Yes :_No Was Property Surveyed Yes No
Office Comments: Zone District: Fee: �
; aPP^'� ne�v C�rt ,lo�.�rr by eu p �� _a. �d o
Hold For Samtary: Hold For TBA: ____ Nula �or Affidavlt: ____ tio�d For Fees: ___—_
�Feb2021
Tliis Power of Aqorney limite tbe acls of those named herein,and lhoy have no authority to
bind tho Company except in the ma�ner and to the extent herefn slated.
Liberty Liberty Mutual Insurance Company
�u��� 7he Ohio Casuaity Insurance Company Certificate No: 8205479•35a019
West American Insurance Company
5URETY
F�OW�i� t�� I��Y'BF�NEY '
KNDWN ALL PERSONS BY THESE PRE5ENT5:7hat The ohio Casualiy Insurance Company is a corpora6on duly ayanized under the laws of the State ot New Hampshire thal '
Liberly Mutuai Insurance Canpany is a carpaaGon duly aganizEti under the laws of the Slale ot Pdassachusefts and W�t Arnerican insurance Company is a c;apora6on duly oryaruzed
under lhe laws of Ihe State oF Indiana(herein cdlectively called the'Companies•),puauant to and by authority herein set faN,does hereby name,consli�ule and appani, Andrew
Marks,(inan I. Krausc,Kclly Cody,Itoxunne lensen,7�rudy A S�a''�vski
all of tl�e dly of M i'�vaukce slafe ol u'1 each indiv�dually 4 ihere be mwe than one named,its We and lawfui attaney-in-(act to make.
ezecute,seal,acknowledge and deliver,(or and on its behalt as surety and as ils ad and deed,any and ail undedakings,haids,rer.ognizances and other surety obligaGons,in pursuance
of ihese presents and shali be as binding upon ihe Companies as if tfiey have been duly signed by the president and attesled by Ihe secretary ot the Companies in lhe�r qvn proper
persons.
IN 1VITNESS WHEREOF,Ihis Power of Attaney has been subsaibed by an authaized officer a offidal of Ihe Companies and the corpaale seals of�he Companies have been affized
lherelo ihis 26th d-ay of A1ril_�_ , 2021__.
U�erty Mutual Insurance Can{�any
��Nsu 4tv �HS�A� a�Nsu,p 7he Ohio Casualty Insurance Canpany
�,`�F�opYD"4r�'t'n fpJp40pPVWr'Y� UP�OAP��Ir4�� WeslAmericanlnsuranceCanpany
� ?1912� o o ?1319� ; � =1991�� � /{/_//S
�y Y 1 �� y� C� � d O ��%�j�i�! � V/�
d3 g1ACNJl�,da O�HAM96�,da Y's �NOIANF ,bb3' � ` Cw-r.- N�c�,
c ��7 � �� �Nl s a� �1M � 1��' By' � ��a
�ro Da�nd M.Carey,Assislant Seaelary �_
:�c0 Stale of PENNSYlVAN1A
�m Counly ot MONTGOMERY .o�
w� Or�Nis 2Gth day of Apn , 2021 betore me pecronalty app�.ved Uauid M.Carey,who acknowledged himself to be Ihe Assistant 5ecrelary oi Uberty Mulual Insurznce �t
�cn Company,The Ohio Casualty Company,and West Amencan;nsurance Canpany,and that he,as such,being aufhorized so to do,exeate the faegang insbument(or Uie purposes`�C
�ro therein oontained by signing on behalf oi Ihe corpaa�ons by himsetf as a duly aulhorized otficer ��
.j IN 4VITNBSS WNEREOF,I have hereunto sub5cribed my name an�i alfixed my notariai seal al King of Prussia,Pennsylvania,on Ne day and year firsl above written. �C
�� �,y aC
t°� �-'T
� `� Camqnwaa'Nd�cninl-0ranie Naarysay �
p � ���
\ ieresa PastUla,Nolary W '� � ��R
o� �) I MOnl9anetyCa.ny � -,�—// E �
+.. � '; �/ wy : ,en.res n+arcn te zozs gy; � /lLa�C.GCxJ �a
�t6 \ . :;' CandssbnnixriGeri11dP1{
-'� "I -- - -- errsa pastella,Notar�Public 'r c
�� �1���JC+ M::-_t.PerwyNar:sAuocla:w�dNdariea .��
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.0;v This Power of Atlaney is made and�xeated pursuant to and by authorily of Ihe tdlaviny By-laws and AuNa¢ations o(7he Ohio Casualty Insurance Cornpany,Liberty Mulual �a
��C Insurance Company,and Wes1 Miencan Insurance Company which resdu6ons are now in(ull force and eHect reading as foilrnvs: a�
°� AR�fiCLE IV-4FFICERS:Sec6on 12.PnxerotAltaney, o�
�m My oKcer a other o(�aal of the Capaation aulhaized fa that purpose in wn6ng by Ihe Chainnan a the Presidenl,and subject to such iimilafion as the Chairman or Ihe��
n U P�esident may presaibe,shall appan!such atlomeys-in-lacl,as may be nece�sary to act in behal(of the Corpora6on to make,exewte,seal,acknowledge and deliver as surety o�
y� any and all undertakirgs,bonds,recognizances and olher surety obliga6ons.Such atlonieys-in-fact,subject to Ihe limitations set(ath in their respective pavers o(attomey,sha11-� �
o� have fuli power lo bind Uie Corpaation by their signature and execulion of any such insUuments and to aflad�Ihereto ihe seal of Ihe Capora6a�.When so exealed,such p Y
L� inswmenis shall be as 6inding as it signed by the President and ariested to by the Secrelary.Any power a authaity granted to any reptesenta6ve a attomey-in-fact under the a
provisions of�is artide may be revoked af any lime by the Doard,the Chairman,the President a by the officer a officers yranti�g such powar a aulhoriry. �y�
ARTICLE Xill-Execution of Coniracis:Section 5.Surety Bonds and Undertakings.
Any otficer ol the Canpany authorized fa Ihal purpose in writing by tl�e chainnan a!he presideni,and subjed to such limitations as the chairman or the president may presaibe,
_ shall appoinl such ariomeys-in-fact,as may be necessary to ad io behalt of lhe Caripany to make,exeate,seal,adenowledge and detiver as surety any and all undertakings, .—
bonds,recognizances and other surery obligatioos.Such albrneys�imfad subjeci to�he limila6ons sel lorih in their respective powers of attomey,shall have full power fo bind the
Cornpany by IhEr signature and execu6on ol any such insWments and to attach therelo the seal of lhe Canpany.When so exeailed such insWmen4s shall be as bindinq as if
signed by lhe president and attested by the seuet�ry.
Certificate of�esignation-The President of Ihe Campany,ading pursuant to the Bylaws o(lhe Company,aulliaiz��s David M.Carey,Assislanl Secretary lo appan[such altomeys-in-
fad as may be netessary lo acl on behaA of the Canpany to make,execule,seal,acknowledge and deliver as surety any and all unde�takings,bonds,recognizances and olher surety
obliyations.
Aulhorization-By unanimous consent o(the Canpan�s 9oard oi Directas,the Canpany cwnsenls U�at facsimile or mechanicafly reproduced signaNre of any assislant secretary o(Ihe
Company,wnerever appearing upon a r.erlified c:opy o(any pa.ver of attomey issued by lt�e Compuny in c:onnection wiU�surety bonds,Shall be valid and binding upon the Company with
the same(orce and eHed as Ihouqh manually affixed.
I,Renee C.U�vellyn,U�e undersgned,Assislant Secretary,The Ohio Casualry Insurance Company,Liberty Muluai Insurance Company,and Wesi Miencan Insurance Company do
he�eby cerGfy thal Uie aginai power of attomey ol which ihe faegang is a fuil,Uue antl correcl copy of ihe Power of Attaney executed 6y said Cwnpanies,is in fuil force and eHecl and
h2s nW been revoked. �
IN 7ESTItAONY WHEREOF,i have hereunlo sel my hand and al6xed the seats of said Comoanies Ihis '�Y' day oi�.��(
�PogNou�''.y JF�SNFOf�SL'� F`'wa�R'9z
ti � "+• o � ,,� +r o �o a,,, o _�/r'� l�
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� 1912 � o iJ19 � � 9991 � �.�y��...
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�V1ya1�CNUb�ya ��i�b;qP'+�P,OL ry, �NDIANP aa y Renee C.Llewellyn,Assistant Seaetary
a�> + ti� '��'1 � ��' '�M ,t 1��
LMS-128731MIC OCIC WAIC Mulli Ca 0221
11/15/21, 10:22 AM Real Property Listing Page
Rea� EState SdVV)/2C COU11�/ PCOp2C'h/ �IStll19 PropertyStatus: Current
Today's Date: 11/15/2021 Created On: 12/8/2010 11:22:04 AM
_i
:�'Description Updated: 5/25/2017 "� Ownership Updated: 12/8/2010
_ _.._ _ ._ __ _. - _..._ _ _
Tax ID: 40965 TRISHA ANN SMITH SAN ANTONIO TX
PIN: 57-012-2-40-06-05-2 01-000-000070
Legacy PIN: 012640052107 Billing Address: Mailing Address:
Ma ID: .5.7 TRISHA ANN SMITH TRISHA ANN SMITH
Municipality: (012)TOWN OF HUNTER 8335 CACTUS CREEK 8335 CACTUS CREEK
STR: S05 T40N R06W SAN ANTONIO TX 78251 SAN ANTONIO TX 78251
Description: PRT FRAC El/2 NW LOT 2 CSM 31/267
#7763 � Site Address• * indicates Private Road
_ _ ___..__ ____. . . _ _ _.. __
Recorded Acres: 7.780 N/A
Calculated Acres: 7.773
Lottery Claims: 0 � property Assessment Updated: 7/16/2014
First Dollar: No _ _. _—__ ___- -- - --_ - .. _
Zoning: (RR2) Residential/Recreational Two
2021 Assessment Detai)
ESN: Code Acres Land Imp.
G6-PRODUCTIVE FOREST 7.780 8,700 0
`� Tax Districts Updated: 12/8/2010 2-Year Comparison 2020 2021 Change
_
1 State of Wisconsin �nd: 8,700 8,700 0.0%
57 Sawyer County Improved: 0 0 0.0%
012 Town of Hunter Total: 8,700 8,700 0.0%
572478 Hayward Community School District
001700 Technical College
, �Property History
Recorded Documents Updated: 3/1/2019 -
' Parent Properties Tax ID
� QUIT CLAIM DEED 57-012-2-40-06-05-2 01-000-000010 13667
Date Recorded: 6/2/2008 353954
� CERTIFIED SURVEY MAP
Date Recorded: 12/3/2010 73 0197
� AFFIDAVIT OF CORRECTION
Date Recorded: 7/18/2008 35481
--- .__ _.__ ___ _ _.---. _ - --
---__,.._------ _- - --- - —---. --_._.._ _----_._ �� ___—______ ----- -- --
HISTORY�Expand All History, White-Current Parcels Pink-Retired Parcels
�Tax ID: 13667 Pin: 57-012-2-40-06-05-2 O1-000-000010 Leg. Pin:012640052101 Map ID: .5.1
40965 This Parcel Parents Children
tas.sawyercountygov.org/system/frames.asp?uname=Kathy+Marks ��'�
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SAWYE R , ;� _ _
COUNTY '�U�J�v
_�
Sawyer County Zoning and Conservation Administration
10610 Main Street Suite 49
Hayward, Wisconsin 54843
(715J 638-3225
ka th y.marksC>sa wverco un tvpo v.ora
January 21, 2022
CUP#22-002, Owner:Trisha Smith,Agent:Cloud 1 Services LLC.,Lee Larsen
Notice is hereby given that on January 21,2022 the Sawyer County Zoning Committee approved the
Conditional Use Permit#22-002.
Part of the E1/2 of the NW% Lot 2 CSM 31/267#7763;505, T40N, R06W,•Parcel#012-640-05-2107,• 7.78
iotal acres;Zoned Residential/Recreational Two(RR-2J. Permit desired for construction of a
communication tower for high speed internet as per Section 17.2(8J(2J of rhe Sawyer County Zoning
Ordinance.
Motion by Boettcher to approve the application, second by Hessel. Roll call finds eoeticher—yes, Hessel—
yes, Buckholtz—yes, Petit—yes. All in favor.
Findings of Fact:1J It would not create traffic or highway access problems.2)It would not destroy prime
agricultural lands.
Any person or persons jointly aggrieved by the decision of the Zoning Committee may commence an
appeal action to the Sawyer County Board of Appeals at their expense to review the legality of the decision
within 30 days after the date of this notice.
Kathy Marks
Deputy Zoning& Conservation Administrator
B+T GRP
November 10, 2021
Ms.Alicia Broeren g+T Group
Bug Tussel Wireless, LLC/Cloudl, LLC 1717 S. Boulder, Suite 300
130 Walnut St. Tulsa, OK 74119
Suite 306 (918) 587-4630
Green Bay, WI 54305- 1060 btwoCa�btgrp.com
Subject: Fall Certification Letter
Arcosa Designation: Arcosa Project Number: 9250
Arcosa Site Name: New Post, WI
Engineering Firm Designation: B+T Group Project Number: 159054.001.01
Site Data: New Post, WI
250' Foot—Self Support Tower
To Whom it May Concern:
As Requested by Arcosa Telecom Structures on behalf of Bug Tussel Wireless, LLC/Cloud1, LLC, B+T
Group is pleased to submit this"Fall Certification Letter"for the 250' setf-support tower to be constructed
at the New Post, WI site.
This tower will be designed in accordance with the TIA 222-G standard for Sawyer County, WI. The
tower will be designed to support antennas and transmission lines for three wireless carriers. The design
criteria are more particularly described as follows:
Design Wind Speed: 90mph 3-sec gust(no ice), 40mph 3-sec gust(1/2" ice)
Structure Class: II
Exposure Category: C
Topographic Category: 1
245'—Wireless Carrier 1 (CaAa= 150 Sq. Ft.)w/(12) 1 5/8"transmission lines
235'—Wireless Carrier 2 (CaAa= 200 Sq. Ft.)w/(12) 1 5/8"transmission lines
225'—Wireless Carrier 3 (CaAa= 150 Sq. Ft.)w/(12) 1 5/8"transmission lines
215'-Wireless Carrier 4 (CaAa= 150 Sq. Ft.)w/(12} 1 5/8"transmission lines
Currently it is our understanding that this structure be designed such that, if a failure were to occur, the
tower would fall within a radius of 125'from the base of the structure. It should be understood that
communication structures are designed in accordance with strict structural standards and it is extremely
rare that well maintained towers fail under normal operational conditions. However, in the highly unlikely
event that this tower were to experience operationat failure, the failure mode would most likely be
compression buckling. In a compression buckling failure, it is reasonable to assume a structure of this
type would most►ikely collapse and fall on itself within a radius of 125' from the base of the tower.
It should be understood that this opinion does not consider unpredictable extreme catastrophic events for
which the structure is not designed. However, any damage to surrounding property caused by the tower
failing during such an event would be relatively insignificant when compared to the damage caused to the
surrounding property by the event itself.
I hope this letter satisfies your concerns. Please let me know if I may be of further assistance.
`��,i��n���i,,
Letter prepared by: Angela Ashwood �.���gCONS���,�
Submitted by: B+T Engineering, Inc. ;� � ' ' � �-
BRAD R.
Brad Milanowski, P.E. ' MILANO _
= A E-4481 W =
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A�'�'�[�AVI'�'�CBF AllAiVt(��,iG
S'1'A'►-��i° WISCOAISIN )
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�~VVl'����i ���' li�e��l�/i1� `)
1,the uridersi�;�i�;�i, bcing duly sworai, sta�E as folio�vs:
1. i am an adul!resident of thc StaEe uf��iscc�nsin and a rac�ic,-fir.quency engineer eznptUyer3
by Bug'I'�asse! Wireless> L,LC and Clc,ud l, LLt�.
2. C r��ak.c�this�ftidavit in siap�ort ot�C'lou� l,LI.,f:'s.�{��lic�tian to the 'I'owtz of�Hflti#er;�ltt
`�aw,yer Co�ar�ty ta const�l�ct a new cs�mxnuriic�tiorts ta��;r I��cated at: 't���x Key I�Iutnt�er: 57�
U12�2-40••OG-Q�-2 U 1-Ot)t�-Oi)�J07�{i�w��ed by: "['risl.a Senith, $335 C.;actus Creek, Sa1�
l�ntonio, TX 78251).
3. E�u� 'I�ussel WireErss, LLC`is a duly licen,ed mohile service provider and slz<ill be the
anchor tenan�un ihe Cloud i, I_1_,C co}.ver proTrosecl pro�e�ty.
4. Oi�e of;��y job�esponsibiliti�.s is eo ct�sis�ei and dire�t thc plac�r�er7c�t'AT&'1"s�vs�-�:l�ss
ant�:nna i�.cilitics throu�r}�c�ut �Vis�.os�sin and �ug"C'usse! ��Jir�l�ss an2wi�na faciliti�s
ih,t�n�t�tout rts et�iir,,m�b�i�sc�ice s7�twork.
�. Att��cf��cl tie,elo and in�o��ora��d hc;e�ir� is a ir�ie s�nc1 earrect co7y ofi an analysis p�,-f'orc�ed
�iy me svhic:h shuws ii�c cu��cra�ze ti�at I3u�l�i�ssei 4�ir�less wcz��ld havc if it were ta�uiiii
t�� pro�os�d tow�r site at 25t)1't.
6. T�wees ihat 7ce uncfc�r 204 ii. in hei�ht<ire�;cneral►y �l��t gopul�tec� in searuhable natic,nal
taEvir databa,ses as fh�y are�enerally ni�t re�;is[ere�i by th� �'C��. Further,bccause«f t(i�:
reciuctc:d heiyht of a tc>wc r E�elory 200 ft. in height vs. tt�at i�this a�ficlavit here,they ar:;not
eonsiclered s«itablc for oar use as they 4�s the�r d«a�ot allvu�for propsr�c�v�ra�e of t}7�.
llt'C�S53i"y 8f'c.il�Of VUl'll�t�4'4I'�:11�CC�S.
7. "I`D�e proposed site will hav�f�"I c�C.T mc�t�ilc� r�c�iue air� i�te��t�ei servic:e:s. it will aiso incltide
1'�ug'I'usscl �Jireless fixed ir6i�:r�1r t services.
y
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(Si��tature� t D�� ��
,Addrii�rai�___�_--------- ----------
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trklS�iliaV O�-- .L� ; ��}�.���.
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,�'� �`ri�Ic�t:�r; (�uf�4ic MITCMEL L. OLSON
��r,�a�N C;t>u�t�v> ��lisco�isin Notary Public
P✓I; t`oct�i��'s��sion 6:},�ifc;s h�cr«�.�•,�' ; State of WisConsin
LlCENSE OR
Liber� PERMIT 60ND
Mutual.
suReTv
Bond 354226613
LICENSE OR PERMIT BOND
KNOW ALL BY T'HESE PRESENTS,That we, GLOUD I SERVIC[S,LLC
417 Pine Street�reen Bay,WI 54301
as Principul,and tl� Liberty Mutual Insurance Corn�any ,a Mq corpo�ation,
as Su�ty,are held and finnly bound iuuo �yyyER�QuNTY,,�
,as Obligee,
in 8te swn oF
� ____ Thirtv Thousa�d and 00/14G Dolla[s( g30,000 00 ,)
for wluch sum,well and truly to be paid,we bind ourseh•es,our heirs,executors,administrators,successnrs and assig�u,joinUy ancl
severally,fimily by diese pnesents.
Signed and sealed this 2nd �day of �. SP�tember _�> 2021 _________
THE CONDITION OF THIS OBLlGAT10N IS SUCH,Thal WHEI2EAS,the Yri�tci��3 Iti�s becn or is about to be gran[ed a license or
perntit IO dOCkllt9i�a.4G� remove the lower at the New Post Site,Parcel#5�-072-2-40•O6•OS•2 01-000•000070
by ti�e Obligec.
N�W,Therefore,if the Principal well and truly comply with�pplicable local ordina�xcs,and conduct business in conforniity therewith,
tt�en Uus obligalion to be void;othenvisc;[o remain in fuU force and effect.
PROVIDED,HOWEVER; 1.Ttvs borxl
shall wntinue in fo�e:
(] UnUI ,or until die date of expiration of any Continuation Certificale
executed by the Si►rety �
OR
�f Until canceled as herein provided.
2 Ttus bond may be canceled by the Surety by die sending oi noticc ui writing to the Obligee,staung«�hen,not Eess than thirty days
il�ereafter,liability heneunder shal!temii��ate as to subsequent acts or omissioi�s of the Frincipal.
CLOUD 1 SERVtCES,L�C
Principal
L1y
�tN5l�
JQ'�KvoR��y
� t` Fo�'m Libeity Mutuai Insurance Company
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�� 1. ALL EQUIRAENT FURNISMEO PNO WOftK PERFORMEO UNDEft THE 16. IT SWLLL BE TME flE5PON51BILltt Oi TNIS CONTRACTOR i0 1. MINIMUM PLLOWABLE CIXJCRETE COMPRESSNE SiRENGTH SHALL fi. PROTECTION
�m CONTRACT WCUMENTS SHqLL 9E Gl1FFPNTEED AGAIt6T DEFECTS IN COORDINATE lWD REVIEW THE ELECiftICrY CW�MCTERISiICS.PMPAGiY BE<000 PSi AT 38 DAYS WHEN TESTED 1N ACCOPDANCE WITH THE
MATERIFLS OR WORKMANSHIP FOR A PERIOD OF ONE(1)YEAR FRp�A TNE NNp OTHER REWIREMENTS OF ALL EQUIPMENT PRIIX3 iOINSTRLLATIIXJ. MIERICrW SOCIEN FOR TESTING PND IMTEflULLS METHODS STIWDTROS AUPON COMRETION 0�ERECTION INSGECT ALL GLLVANIZED
�� DhTE OF FIN4L ACCEPTnNCE UNLESS NOTEO OTHERJJISE ANv FqILl1RE ASTM Ct]].ASTM C31 UNLESS OTHERWISE NOTE� STEEL PND PAINT NNY FIELO CUTS WEl➢5 O!i GPLVANIZE�
� O�EQUIPMENi OR WORN DUE TO�E�ECTS IN MATERIKS OR WORNMNI- 1l IT SHALL BE iME RESPONSIBIIItt OF TNIS PROJECT MANAGFR TO BREPI(S WITM ZINC BASE�PAINT(GPLVMlOX DRV GfLLV OiY
a SHIP Sw�1L BE CORRECTED BY THE CONTRACTOR AT NO COST TO THE COORpINATE TME LOCAiIONS OF CONWIT ROUTING.EWIPMENT.IIGHTING]. LONCRETE FIXi RLL FWN�ATIONS.540 L9S PER CUBIC VARD ZMlC li�.COLOR TO MATCH THE GlLLVANIZNJG PROCE55. ��nT+m^""�
OWNER. EiC.WITH qLL OTHER iMDE51N THE FIELO PRIOH TO INStALI.ATION. OF CONCRETE MINIMUM CEMENT CONTENi FOR 1-INCH Mq%IMUM SIZE
r l. ALL WORH,MATEftIF1,AND E�UIPMENT SHALL COMPLY WITH rLLL AGGREGATE.SLUMP RANGE 31NCHE5 TO S INGMES TOTAL Alq CONTENT R�►M A K E R
REOUIREMENTS OF THE LATEST EDITIONS AND INTERIM PMENDMENTS 18 FDR CIAftITV OF qL�P6qN5.50ME EQIIWMENT CONWIT PNO 0 PERCENT TO]PERLENT BY VOLUME.AIR ENTRAINING PDMIXiURE
�+� OF THE NATIONAL ELECTRICAL CODE(N.E.C.� NAiIONlLL ELECTRICAL WiRE MAS NOT OEEN SHOWN.it i5 THE RESPONSIBILItt Of TMIS REOUIRED i0 CONTROL TOTAL AIR CONTENT.WATER REDUCiNG ADMIXTURE� yypqK.INCLUDED�. � �i, i � Y
d� SNFETV CODE,OSMA.AND t1L APPLICABLE FEDERAL.StAiE PND LOCAL CONTRACTOfE TO FUqNiSN ANO INSTRLL COMRETE AN�OPERATING PERMiiTED i0 OBTAIN SLUMP OVER THREE INCnES
�m LAWSrWpOROINANCES PL�ELECTRICAI.EOUIPMENTPROVIDE� SYSTEMSING.UOINGALLCONWITMIOWIRING A.THECONTMGTORSHAlLA5515TANTENNAINSir1LLAT10N ;6�Q�('SJM1�I)I) �i:tiYi�.11'�I.lI�.QfL011�.
�} UNOER THIS CONTRACT SHALL BE NEW(E%CEPT WHERE OTHERW ISE J. KL CONCRETE CONSTRUCtION SMLL MEET THE REQUIREMENTS CONTMCTOR IN TERMS OF COORDINATION PND SITE ACGE55. ' �
�o NOTED)WJO SHALL COMPLY WITH iHE REQUIRENENTS OF THE 19 THE CONTRACTOR SHALL INSPECT THE GOMPLETE SET O� OF THE lATEST EOITION OF THE AMEFICPN CONCRETE INSTITUTE(ACI]18) ERECTION SUB�CONTRACTIX35HALL BE RESPONSIBLE FOft TME
UNDERWRITERS'IABOMTORIES AND BEPR T4E U L.L4BEL DRAWINGS AND SPECIFICATIONS TO DETERMINE HIS ENTIRE SCOPE OF BUIIDING CODE REWIREMENTS FOR REIN�ORCE�CONCRETE ANU NCl pROTECTIIXJ OF PER50NNEL AND VROPERTY.
� WORN THE CONTRACTOR SWLLL VISIT THE SITE AND 9EC�ME cqMILIAR ]01)STAN�PR�SPECIFICATION FOR SiRUCTURRL CONCRETE m
3. OWNFRORHISAftCHITECT�ENGINEERRESERVEiHE wi1NTHEE%iSTINGCONDiTiONSANOE%TENiOFDEMOLITIONRNDrvEW 91NSinLLnNiENNASASIN0ICATEDONDRAWINGSANOCLOUDI �
� RIGMT TO REJECT ANV E�UIPMENT OR MATERIPIS WHICH IN HIS OiINION WORK Fp{y THE PROJECT PRIOq TO SU9MITTING MIS BID.MAiEftIKS OR <. REBAR SMALL BE ASTM Ab15 OEFORME�TVPE WITH MINIMUM SPECI�ICAIiONS.
ME NOT IN COMPLIPNCE WITH THE CONTRACT DOCUMENTS EITMER WORKMANSHIP FOR A PERIOD OF ONE(1)YEM FROM THE DRTE OF FINPl YIEL�STRENGTH OF BO.WO PSI(i0000 PSI GRADE MAV 8E USEO FOR
� BEFOREORAFTERINSTPIL4TIONPNOTHEEOUIPMENTSINLIBEREPLACEMCCEPiANCE UNlESSNOTEDOTHERWISE.RNYFNIUREOFE�UIPMENT TIE565TIRRUPS).WELDE�WIREFqBRICSHlLLLCONFORMTOASTM C INStALLGALVANIZEpSiEELIWTENNAMOUNTSASINDICNTEO CiOU�� yy
WITMEWIPMENTCONFORMiNGTOTHEREOUIREMENTSOFTHECONTRACiORWORKWETOOEFECTSINMATERVLL50RWORKMrWSNIPSNn1�BE A-1B5. OrvpHnwlrvGS. a
DOCUMENTS 9V TME CONTftACTOR AT NO COST TO THE OWNER IXi HIS CORftECTED 9Y iHE CONTRACTOR AT NO CAST iO THE OWNER. D.INSTILLL FURNISHED GILLVANIZED STEEL ANDIOR TOWER y
ARCHITECTrENGINEER. 5 OETAILING SMALL BE IN ACCYMDfWCE WITN MANUK Oi
wnVEGUiDE. �
U
20. TME EIECTRICPI iNSTALLATION IS TO BE IN STRICT ACCORDANCE STRNDOR�PMCTIGE OF OETAI�ING ftEW FORCE�CONCRETE STPUCTURES
O 4. THE CONTRAGT00.SHNLL SUPPORT,BRACE AND SECURE EXISTMG W�TM iME MPLICPBLE RU�ES IWO REGl1L4T10NS OF qLL LOCRL.STATE t�rv51K1 COA%iA�CPB�ES ANp TERM�NAT�ONS BERNEEN 417 PINE STREET
(ACI STD-J15lATE5T EDITION�. qNTENNAS NN�E�UIPMENi PER AUWUFACtURER'S y
STRUCNRE AS REOUN3ED.CONTRRCTOR IS SOLELY RESPONSIBLE FOR THElWD FEOERAL ELECTRICX CODESlWD THE LOCAL UTIIITV COMPPNV (itCOMMENpAiIONS.WEATHERPqOOF ALL CIXJNECTIONS BEiWEEN GREEN BAY,WI 54301 �
PROTEC?IDN^�/WYE%IS?ING3TRVC?VRESIXIRINGCDNSTRUCTION REWIREMEN!SIXiANVOT4ERAUTM(IRITIES4�VINGUWFULlURISDIC�ln16 REIN�!NEfIYrc.EFtS�.ti:BEACCURATEIVPLACEOAND „yti:M1itNM1FN�I:tv�liMCM1iFcriAH".M1'�Fn:;iUHtH'S PH.�.(JIOJ940-014? Ti
LIELD VEFIFY ALL E%IST�NG DIMENSIONS WHICH A�FECT THE NEW ADEOUATEIY SECl1RED IN POSITIIXJ LOCATION OF REINFORCEAENT SHALL qEOUIfttMEN�S.�tNMINFIt lLLL CUNJtIPL CABLE iHREE(3)FEEI 8
CONSTRUCTION. - BEIN�ICATE�ONi�VEDRAWINGS.THEFOLLOWINGMINIMUMCOVER INE%CESSOFENiRVVORiLOCAiIONUNLE550iHERWISE
�"�'-"��`� (MCHES�FORREiNFOfiCEMENTSHALLBEPROVIDED.E%CEPTqSNOTE� SiATEO $
5 Tr1E CONTRACTp(i SHALL NOT ALLOW OR CAUSE PNV OF THE � MINIMIIM COVER(INCHES)CAST AGAINST AND PERMMIENTLY E%POSE�TO
THECONiqACTORSHALLCALLUTILITIESPRIOftTOTHE5TPR10F F ANTENNAANDCOA%IALCNBLEGROUNDING
WORK TO BE COVERE�UP OR ENCLOSED UNTII IT Mq$BEEN INSPECTEO CONSTRUCTION ALl EXISTING ACiIVE SEWER WNTER.GAS.ELECTRiC. �RTM-3'EXPOSED TO EMTH OR WEATNER `-
BV TME GOVERNiNG nUTVORii�ES.nNV WORK TMAT IS ENCLOSED OR M8 THROUGN st 8-1' a
COVERE�UP BEFOfiE SUCH INSPECTION AND TEST SHNLI BE 11NCOVERED AN�OTMER UtILITIES WHERE ENCOUNTEftED IN THE WORN SMALL BE k5 BAR ANO SMALLER-11/1' 1.ALL E%TERIOR Mb GREEN GROUNO WIftE'DAISY CMAIN' �
AT THE CONTRACTOR'S E%PENSE.AFTER IT HAS BEEN INSPELTED.ir�E �'A��ECiEO Fi qLL TIMES AND W HERE NE�UIftED FOF THE PROPER CONNECTIIXJS ME TO BE WEATHER SEPLEO WITH MIDREWS
CONiRACT00.SHn1L RESTORE THE WORK TO ITS ORIGINAL CONDITION �ECUTION OF TME WORK SM/L BE REIOCATE�/+5 DIRECTE�BV THE � }E515 CONNECTOR/SPLICE WEATHERPROOFING NIT M221]1J OR EOUlLL.
PROJECT MANAGER.E%TREME CAU11pJ SHOULO BE USED BY TME �
AT HIS OW N EXPENSE LONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED ANO INSPECTED
CONiqACTOR WMEN E%CAVAiING Ofi PIER DRILLING AROUND OR NEAR 2.lLLL COAXINL G9LE GROUNpING KITS ARE TO BE
BV TME CONiqACTORAS TME WORKPROGRESSES,FpIWRE TOOETELT E
UTILITIES�CONTRACTOft SHALL PROVIDE Sr1FETY TRAINING FOR THE INSTALIED ON STqAIGHi qUNS OF COAXULL CABLE(NOT WITHIN
0. ALLE%ISiINGUiILIilES.�nCILIilES.CONDITIONSMl�THEIR ANYDEFECTIVEWORNORMaTERIALSHPLLNOTINrWYWAVPREVENT �
WORKiNGCREW iHISWILLiNCLUDEBUTNOTBELiMITE�TO� BENDS).
�IMENSIONS SHOWN ON PL4N5�IAVE BEEN PLOTTED FROM AVAILABLE LATER REJECTION WHEN SUCH OEFECi IS DISCAVERED NOR SMALL IT
A FqLLPROTECiION
RECOFDS THE A(iCNITECTiENGINEER AN�ONMER B. CONFINED SPqCE OBL�GFTE THE ENGINEER FpR FINAL PLCEPTPNCE
ASSUMENORESPONSIBILITVWHATEVERASTOTNESIIFFICIENGVOR C. ELECTRICALSAFETV OJhlllrq`iSJRhN�`
ACCUftACV OF THE INFORMFTION SHONTJ ON THE PLAI�LS OR THE MANNER D. TRENC-IING AND EXCAVATION 51�2�,1;:1,!i2AI Si��l. p
OF TMEIR REMOVAL OR ADJUSTMENT.CONTRACiOR SHALL BE 1. RLL LONTRACTORS FURNISHEO MATERINLS AN�E�UIPMENT $
RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL SAIp UTILITIES � qEMOVE FROM SIiEIOWNERS PROPERTV RLL WA51E MATERIFIS. 1. DEiAIL,FABRICATE ANO EfiECT STRUCTURPL STEEL IN SGECIFIED ON THE PROJECT SMALL BE NEW AND UNUSED.OF CURRENi �� 9
AND FqCILiTiES PRIOR TO SiART O�CONSTRUCiiON CONTRACTOR SW.LL UNUSED EXCAVATED MATERVLL,iNCLUDING MATERIK CLASSIF�ED ACCOft�ANCE WITM TME lATEST AISC MANURI OF STEEL CONSTRUCTION. MpNUFqCTURER AND Of T4E MIGHEST GRADE
ALSOOBTA�N FROM EACN UTILIry COMPAM'DETAIIE�INFORMATION UNSATISFACTORY,CONTPMINATED OR DANGEROUS TRASN AND OEBRIS. A`/�'S Di.t ANO TNE STRULTURAL STEEL SHALL BE AS FOLLOWS�. �
REWiIVE TO WORKING SCHEDUIES ANO MET4O05 OF REMOVING OR qry0 pISPOSE OF IN F IEGAL MANNFR(AS REWIRE�). ]. ALL EWIPMENT MATFRIAL AND THE INSTPLLATION METHODS
ADJUSTING AFFEGTED UTILITIES. q.ASTM rV8 GRADE 38,ROLLED STEEL.RODS,PLATES,U-BOLTS SPECIFIE�ON THE PROJECT ORAWINGS SHRLL BE DESIGNE�AN� �+
i. CONTRACTOft 5HP1L FIELD VERIFV qLL EXISTING UiILITIES 90TH �� ���ISTING INACTI�E SEWER,WqTER.GAS.ELECTRIC AN0 ANO ANCHOfi BOLTS. FABRICATEO IN COMPLIlWCE WiTN NPGLICNBLE FEDERAL.STATE AND
HORIZONTALLY AN�VERTICPLLY PRIOR TO STPRT OF CONSTRUCTION. OTHER UTILITIES.WHICH INTERFEftE WITH TME EXECUTION OF THE WOR1( LOCAL CODES AN�REGUUTIONS M10 MPROPftIATE INW STR14L
ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPREiATION OF PLANS SHALL BE REMOVED ANDIOR CMPED PLUGGED OR OTMERWISE B.RSTM A3]S BOLTS BEMING 1YPE CONSENSUS SiANDM�S hN�CODES INCLUDING AN51,IEEE,NEMA.NFPA �
SHALL BE IMAEOIATELV REPORiEO TO THE FROJECT MANAGE0.FOR �ISCONTINUED AT POINTS WHICN WIIL NOT INTERFERE WITN THE ANO UL ALL AS REVISED AS OF TME�ATE OF TMIS WORK PACKAGE.
RESOLUTIONlW�INSTRUCTION AND NO FURTHER WORK SHALL BE �ECLITION OF THE WORK.SU&IECT TO TME NPPROVK OF ENGINEERING. C.ALL STEEL SHPLL BE HOT-DIP GPLVANiZED IN ACCORDiWCE
WITMASTMAIZ3. 3. ALLE�ECTRIGALITEMSBOTHCONTRACTORANOOWNER
PERFORMED UNTIL DISCREPANCY iS CHECNE�MID CORRECTED 8Y THE 8
1. THE AREAS OF THE OWNERS PRO�EftTY DSTURBED BV THE WORN FURNISHED SHALL BE CHECKED FOR AGREEMENT WITH THE PROJECT
MCHITECTiENGINEER.FAILVRE TO SEGURE SUGM INSiRt1CTION MFJWS S
CONTRACTOR WiLL MN�E WORKEDAT HIS OWN RISKAI�ID EXGENSE �NOT GOVERED BV THE BUILDING OR DRIVEWAY.SHRL�BE GMOED T�Z. TME CONTRACTOR SHALL PROVIpE AOEOIIPTE SHIXiING ANDION DRAWINGS PND SPECIFICATIONS AND SNqLL BE viSUALLY INSPECTED
AUNIFORM SLOPE.FERTILI2ED,SEEDE�,AND COVERED WITH MULCM 0.S BRACiNG WHERE pEOIIIRED DURING CONSTRUCTION UNTIL r1LL i0 ENSURE THAT EDUIPMENT IS UN�PM4GE0 ANO IS IN PftOPER
B. CONTqACTORS SHPLI CLEAN ENTIRE SITE ARER CDNSTRUCTIpN �CIFIFD IN TME SPECIFICFTION LANDSCAPE WORK�AS REOUIRED). CONNECTIONS ARE COMPI.ETE. PLIGNMENT INSTALLEO PER MANUFACTUREft'S INSTftUCTIONS. �
SUCH THAT NO PqPERS.TRASH.DEBRIS,WEEDS BRUSM OR ANY OTHER ELECTRICPl CONNECTiONS ARE iIGNI qND PROPERLY INSULATE�W HERE
DEPOSITS REMr11N.lLLL MATEAIALS COLLECTE�WRING CLEANING 5. CONTfiACTOR SNPLL MINIMIZE OISTURBANCE TO EXISTING SITE �� AM'FIELD CHr1NGES OR SUBSTITUilONS SHKL HAVE GRIOR REOUIRE� FUSES ARE OF THE PROPER TYPE ANO SIZE AND ELECTRICAL
OPEMTIONS SHALL BE PRO�ERLV DISPOSE�Oc OFF�SITE BV THE DURING CONSTRUCTION.EROSION CONTROL MEASURES,iF REQUIRED �ROVA�fROM THE ENCINEFA. ENCLOSURES ME OF THE PROPER NEM4 TVFE.
CONTRACTOR. WRWG LONSTRUCTION,SHALL BE IN CONFORMANCE WITH iHE LOCAL AN�
1886 BOCA STMlDARD GUIDELiNES FOR EROSiON AND SEDIMENT CONTROL.0 TIGMTEN BOLTS TO MANUFqCTURER'S SPECIFiCRTiONS. 6. NOiIFY OWNER IN WPITING OF RLL DISCREGrWCIES BETWEEN
9. ALL SITE WORN SH4LL BE CAREFULLY COOf3�INATED BY THE g, CONiMCiOR IS 0.ESPONSIBLE FOR EOUIPMENT SHELiER OR 5. WELDING DRAWINGSISPECIFICAiIONS AND FIELO INSTAlLAT10NS,OR IF THE g
CONTRACTOR WIiH IOCAL GAS ELECTRIC.TELEPHONE.NJD ANY OTHER VISUAL INSPECTIONS SHOW DAMAGE OR IMPRDPEIi WSTALLATION.
UTILIiV COMPANIES HNVING JURIS�ICTION OVER TNI$LOCATION. �TFORM LAYWT PlO CONSTftUCTION STN(INO CONTRACTOR SMNLL A�Kl WELDING SHhll BE DONE BY GERTIFIED WELDERS: �
ESTHBLHH GRADE rW0 LINE STAKES PRIOR TO CONSTRUCTION. CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR 5. GENERAL�.DURING AND UPON COMPLETION OF THE WORK, �
E ENGINEER'SAN�/OROWNER'SREVIEWIFREWESTED. MRANGEANDPAYALLASSOCIATEOtNSPECTION50FALLELECTRICAL
� 10. OURING CONSTRUCTION.THE CONTRACTOR SHALL A�ALl TIME$
W ORI(INSTKLED UNDER TNIS CONTRACT.IN ACCIXt�ANCE WITN THE
MAINTAINTHEUTILITIESOFTHEBURDINGSISITEWITHWT B.WELDINGELECTRODESFOqMANUAISNIELOEDMETALARC CONDITIONSOFTMECONTRACT.
tNTERRUPTIDN.SHpULD IT BE NECE554RY TO INTEFRUPT ANY SERVICE OR WELDING SHALL CONFORM TO ASTM A-2]J E]0 SERIES.BME
UTILITY,TME CONifiACTOR S4ALL SECURE PEftMIS510N IN WRITING FROM E
THE BU�LDING/pROGERTY OWNER FOR SUCH INTERRUPiION,AT LEAST l3 ELECTRDDES Ml�GRANUL41i FLU%USED IN THE SUBMERSED PJiC g, INSPECTIONS RE�UIRED'.AS FEP THE LAWS AN�REGUUTIONS
HOURS IN AOVANCE,PNY INTERRUPTION SHPLL BE MADE WITM A PROCESS SHNLL CONFORM TO AISC SPECIFICATION. OF TME LOCAL ANDIOR STATE AGENCIES HRVING JURIS�ICTION AT THE �
� MINIMUM AMOUNT OF INCONVENIENCE TO THE BUILDINGFROPERTY PROJECi SITE.
OWNERlWD PNY SUCM SMIR�ONTJ TIME SHALL BE COOROINATED WITH C.FIELD WEWING SHr1LL BE�ONE AS PFR NWS D1.1
REOUIREMENTS VISUAL INSPECTIpN IS AGLEPTqBLE. F'
� THEBUILDINGIPROPERTVOWNER. GtN?RAI JiIIIIY �
11. THISCONTqACTORSHPLITHpRWGHLYFpMILIA{iIZEHIMSELFWITH u�;r
� THE PLRNS AND SHALL VERIFY EXISTMG SITE CONDITIpJS AT THE JOB ALL ELECTRICAL SITE WORK 9MALL CONFORM TO THE NATIONAL
SiTEBEFORE9UBMITTINGBI�.FAIWqETORECOGNIZEWORNREWIRED ELECiNICALCODEDATED]W8. � FINNL ; 10I18f1021
SHALL BE AT THE EXPENSE�F THIS CONTRAGTOR.NO CONSIDERATION
y SHALL BE GIVEN FOR qODITIONAL COMPENSATION AfTER THE LETTING OF
BIDS. 1. THEEOUWMENTANDMATERIALSMALLBEFURNISHEDMID
INSiPLLED TO OPERATE SAFELV PNO CONTWUOUSLV OUTDOORS WITH
Sp 1]. ENTIRE iNSTALLATION SMALL BE PERFORME�IN A FIRST-CLA35 NO PROTECTION FROM THE WE4THER. NEW POST
°-� WORKMANLIKEMANNEftANOSHALLCONFORMTOA�LAPPLICABLE �
� ]. ELECTRICNLWORKREPRESENTEDONTNEPROJECTORAWING515
CODES ANp ORDINANCES.iME COMPLETE�SYSTEMS SHPL�BE FUIIY
� SNOWNpIAGRAMMATIGLLV.E%ACTLOCATIONSAN�ELEVATIONSOF
THE CONTRACT.A1L WORK SHALL BE CAORDINATEO WITH OTHER ""`�^ �
� q I ELECTRICAL EOUiPMENT SHILLL BE DETERMINED IN THE FIEL�AN� ��i��r;�+.+„i„„�
� TRADES IN ORDEft TO AVOID INTERFERENCE'S PRESEHVING MAXIMUM VERIFIED WITM THE ONMERS REPRESENTATIVE. FORESi ROA�319
HEADROOM AND AVOIO OMISSIONS.fLLL MATERIALS W ORKMANSHIP HAV WMD,W I 59863 �
U AND EWIPMENT SHALL BE GUAAANTEED FOR ONE�i)VEAR AFTER 3. GIXJTRACTOR SHPLL COORDINATE TME INSTALLNT�ON OF SANNER LOUNTV
� SVSTEM ACCEPTANCE. TEMPORARY,IF REOUIRED,AND PERMANENT POVYER WIiM TME LOCAL
8 AREITOBEPADNBYTHECONTRACMTOR.OWERMI�ALLHOOKUPCOSTS rrt�ini.
13. PLl MATERIqLS USED SHALL BE NEW AND BEAFi THE U2 b
�i IABEL AND BE OF THE APPROPRIATE NEMA STANOAR�.
�� SPECIFICATIONS
3 1d. GONTRACTOR SHALL INCLUDE ALL MISCELLANEWS ITEMS
& RE�UIRED TO COMPLETE TNE WORK.
S 15. CONTRACTpRSMNLLOBTAINPN�PAYFORPILPER1.11TSAN0 yyy
V RE�UIREDINSPECTIONFEES. SCALE:NONE �
� �;:�7-J 51960 �
n lN���;r�.
SP-1
GENERPL UTILITY�CONT.) CONpUCTORS HANGERS M1D SUPPIXiT
�� 0. PROVIDE MOLOED CASE BOLT-ON,THERMAL MAGNETIC TRIP, �, qLL POWER.CDNTROL ANO COMMIINICAiION WIRING SHALL MEET �� MATERIALS.All HANGERS.SUPPORTS FASTENERS.AND
SINCLE.TVJO OR THREE POLE CIRCUIT BREAKERS MULTIPIE POLE CIRCUITREWIRED NEMAi2ATINGS ASTM.UL.AND NEC STANDARDS FOR NAR�WARE SHNLL BE ZINL GOATED OR OF EpUIVALENT CORROSION
�� BREAKERS SHALL BE SINGLE HANOLE COMMON TRIP,SNORT CIRCUIT MATERIAL AND WOFEHMANSHIP UNLESS OTHERWISE SPECIFIE�. RESISTANCE BY TREFTMENT OR INHERENT PROPERTV,AND SHALL BE
INTERRWTING 0.ATING SHRLL BE AS RE�l11RE0 FOlY AVqILABLE FAULT MANUFnCTURED PROOUCTS DESIGNED FOR THE APPLICATION.
a� CURRENTS.ALL CIRCUIT BREAKERS FUSES AN�ELECTRIGIL EOUIPMENT p.SERVICE ENTRANCE CONOUCTORS SHALL BE COPPER.IOO VOLT, PRODUCTS FOR OUTDOOR USE SHALL BE MOT DIP GNVANIZED. �m�'"^^��
SMALLHAVEASHORTCIRCUITINTERRUPTINGRATINGEOUALi00R SUNLIGHTRESISTANTSUITABLEFORWETLOCAiIONSTVPEUSE-i. RHMAKER
�i GREFTER TMAN THAT SHOWN ON PROJECT ORAWINGS. THE G0.0UNOED NEUTRAL CIXJOUGTOR SHALL BE IOENTIFIED WITN A �� T�"PES,HANGERS.STRAPS,fiISER SUPPORTS,CLAMPS.
WHITE MARKiNG RT EACN TERMINATION. U-GHfW NEL,THREADED RO�S,ETL.AS INDICATEO OR REOUIRED.
� 5. ALL ELECTRICAL EOUIPMENT SHALL 0E LA9ELED WITH ,.,�i . .., Y
� � PERMANEMIV ENGRAVED LAMINATED PHENO�IC NAMEPLAIES WITM WMITE B.CONDUCTORS FOR FEEDER ANO BRANCH CIRCUITS SHFLL BE 3. INSTALL4TION RIGIDLV SUGPORT AND SECURE ALL M4TERIALS. � �� ���
ONBLIIEBACKGRIXIND(MINIMIIMLETTERMEIGMTSHALLBE121NCN�. COPPER]OOVOLT,TVPETHNN/THNMWITMAMIN�MUMSIZEOF �CEWAYANDEOUIPMENTBUIIDINGSTRUCTUREUSINGH4NGERS IGUN�I!'iialUU �WN'fif:il'�1.5F�'If����. �
�3 NAMEPLATES SHALL BE FNSTENEO WITH STAINLESS STEEL SCREWS. p��qyy� SUPPIXYTS AND FASTENERS SUITABLE i0R THE USE MATERIALS AND � � �
�Y n4 LOADS ENCOUNTERED PROVIDE ALL NECESSARY MARDWARE,PROVIOE
�� 6. GONTRACTOR SHALL PERFORM ALL E%CAVATION.TRENCHING. 2. qLl CONDUCTOR ACCESSORIES INLLUDING CONNECTORS CONDUIT SUPGOftTS AT MA%IMUM 5 FT.O.C. p
g BACKFILLING.IWD REMOVAL Oi DEBRIS IN CONNECTION WITH THE TERMINATIIXJS INSULATING MATERIALS.SUGPORT GRIPS,MARKER AND
ELECTRICALWORKINACGORDANGEWITHTHEPROJECTORAWINGS. �qBLETIESSHALLBEFURNISHEDAN0INSTALLED.SUPPLIER'S d. OVERHEA�MWNTING.ATTACHOVERHEADMOUNTEDEQUIPMENT �
� CONTRACTOR SNALI COORDINATE THE INSTr1LLAT�ON OF INSTqLLATION INSTRUCTIONS SHALL BE OBTFINED FOR CRBLE TO STRUCNRAL FRAMEWIX3K OR SUPPORTING METAL FRPMEWORK.
� UNDEftGROUND UTIIITIES NJO GROUNDING WITM THE FWNDAiION A�CE5500.1E5 THESE INSTRUCTIONS SHALL BE IN TNE POSSESSION Oi cloud
INSTALLATION. THE CRAFTSMrW WHILE INSTALLING THE FCCESSORIES AND SNALL BE 5. WALL MOUNTING.SUPPORT WALL MOl1NTE0 EWIPMENT BV E,
AVAIL48LE TO THE COMPANY FORltEFERENCE. MA90NRV,CONLRETE BLOGK,METP1 FRAMING OR SUB-FRAMING. �
'!. CONTRACTORSNALLPROVIDEALLNECESSARVSIIPPORTSFOR
O EOUIPMENT INSTALLFD AS PART OF THIS PRQIECT.SUPPORTS SHALL 3. TERMINAL CONNECTORS FOR CONDUCTORS SMALLER THNN B AWG 6. EXTERIOR WALLS,M011NTALL EIXIIPMENT LOCATED ON THE
CONSIST OF GNLVM112ED STEEL FRAMES.PLATES BRACKEiS.RACKS/W�SHALL BE COMPRESSION TYPE CONNECTORS SiZED FOR TNE CONDUCTOR INTERIOR OF EXTERIOR BUIIDING WALLS AT LEAST ONE INCH AWAV 417 PINE STREET
OTHER SHPPES OF ApEOUAIE SI2E AND FASTENED WITH BOLTS.SCREWS pNp THE TERMINAL.THE CONNECTORS SHALL BE CONSTRUCTED OF FINE FROM WALL SURFACE,USING SUIiABIE SPACERS. GREEN BAY,WI 54301 B
IXi BV WELDING TO PROVIDE RIGIO SUPPORT. GRADE HIGH CONDUCTIViTY COPPER IN ACCORDANCE WITM OO�CS]6 AND
5��,;:,;,��-;y-p�_�.,r_;�rya�rnppeNrryNTi��i��"�^'^' THF!4?ERIOP ��IHSTRUCTURALMEMBERS.DONOTCUT,DRRLORWELDANV PH.�.(920)940�0147 �
8. CONTRACTOR SHALL CALL THE PPPROPRIATE UTILITIES SURFACE OF THE LONNECTOR WIRE BARREI SHNLI.BE SERRATEO,ANO � UI:TURA'�MEMBER E%CEFi SiEGIFICAii�aPFHOVEU BY TI�C CNG�'iEEF..
PROTECTION SERVILE BEFORE ANY UNDERGRWND WORK IS PERFORMED.THE E%TERIOR SURFACE OF THE CONNECTOR WIRE BARREL SHALL BE s
SUCH AS TRENCHING.EXGAVATING.AND DRIVING GROUNO ROpS. PROVIDED WITH CRIMP GUIDES 8. INDEPENDENT SUPPOftT,DO NOT SUPPORT MATERIALS OR y�
EOUIPMENT FROM OTMER EOUIPMENT,PIPING.DUCTWORN OR SUGPORTS
B. CONTRACTOR SHALlSEAL MOUND ELECTRICAL PENETRATIONS d. iERMiNAL CONNECTORS FOR CONWCTpRS B AWG nND LARGER FOR SAME �6
TMROUGH FIREAAiEp WALLSFLOORS USING MPROVED FIRE STOP SNALL BE PRESSURE OR BOLTE�CLRMP TVPE BUFN�V QUMLUG VARILUG �
MATERIALSTOMAINTAINTMEFWERESISTMlCERATING. ORACCEPTFBLEEOUAL�ORCOMPRESSIONTVPE�6URN�VTVPEVAVOR 9 RACEWAVSUPPORTS.RIGIDLYSUPPORTALLRACEWAVWITH
YA(LONG BARREL)PlWDUR TVPE LCA OR LCC,OR ACCEPTAB�E EOUAL. MAXIMUM SPACINGS PER NEC.AND SO AS TO PREVENT OISTORTION OF
10. SMORT CIRCUIT RATINGS'.PPOVIOE EpUIPMENT WIHIGHER FAULT qCCEPTABLE CONNECTORS INCLUOE�WITH COMPANV-FUftNISHE� ALIGNMENT DURING PULLING OPERATION.USE AGPROVEO HANGERS CLAMFS �S
CURRENT RATINGS AS NEEOED TO MATC11 UTILITV COMPANY AVAILABIE EQUIPMENT MRY BE USE� Ml�STRAPS FOR IN�IVIDUAL RUNS.DO NOT USE PERFOfiATED STRAPS I
FAULTCURRENT. ORTIEWIRES WHEREMUITIGLEPARALIELRACEWAVSARETOPUN a
5 TERMINATION PROVISIONS OF EW IPMENT FOR CIRCUITS RATED TOGETHER.USE TRAPEZE TYFE HANGER ARRANGEMENT MADE FROM y
100 PMPERES OR LESS OR MAftKED FOR NOS ta THROUGN 1 U-CNANNEL AND ACCESSORIES.SlISPENDE�FOR FUNRE INSTALlAT10N 8
MCEWAVS CONOUCTOftS.SHALL BE 115E�ONLV FOR CONDUCTORS RATED 8�OEG. OF F�OITIIXJAL RACEWAYS.RIGIpV ANCMOR VERTICAL CONDUITS SERNNG ��
G(160 DEG F).CONOUCTORS WITM MIGHER TEMPERANRE RATINGS fL00R MOUNTE�OR'ISLAN�'TVGE EOUIFMENT MOUNTE�AWAV FROM
1. LONDUR AND CONWIT FITfINGS SMALL MEET ANSI AND NEC SHALL BE PERMITTEO.PROVIDED THE AMPACITV OF EACH CONDUCTOR WALLS WITII METAL BRACKET OR RIGID STEEL CONDUIT E%TENSION ,� h
STrWDARDSFORMATERIALANDWORKAVWSNIPANDSHNLLBEUL ISDEtERMINEDBASEDONTHE60DEGC(140�EG.F)AMPACITVOFTME SECUREDTOF�OOR. 8
LiSTED CIXJDUCTOR SiZE USEO 9
10 MISCELLANEOUS SUPPpZTS,PROVIDE ANV qDDITIONAL STRULTUpAL
A RIGID STEEL CONDUIT(FOR ALL ABOVE GRADE WORK)SHr1LL 6 TERMINATION P0.0VISIONS OF EOUIPMENT FOR CIRCUITS RATEO SUPPOftT STEEL BRACKETS.RNGLES FASTENERS AND HARDWARE AS
CONFORM TO ANSI C9a-I AND THE REpUIREMENTS OF NEC PARNGRAPH OVER 100 AMPERES,OR MARNED FOR CONDUCTORS IARGER TNAN NO. REpIIIRED TO ADEOUATELV SUGPORT r1LL ELECTRICA�MATERIALS AND
346 AND BE STANDARO WEIGHT,MILD RIGI�STEEL,H0T OIP 1.SHALL BE IISED ONLV FOR CONDUCTORS RATED 15�EG.0 EOUIPMENT. �
GALVMlIZED 161 DEG F�.CONOUCTORS WITN HIGH TEMGERATURE RATINGS SMALL » pryE HOLE STRAPS SMALL NOT BE USED FOR CONDUITS LARGER �
WITH INSIDE M1D OUTSIDE FINISHED WITH A PROTELTIVE ZINC COATING. E PERMITTE�.PROVIDEO THE AMPACITV OF EACH GONDIICTOR IS THAN YO INCH.
COUPLING,ELBOWS AN�BENOS SHALL MEET THESE SAA1E �TERMINEO BASE ON THE]5 DEG.C�1fi]DEG F)AMPACITV OF iHE
REOUiftEMENTS. CONDULTOR 512E USEO.
FITTINGS SNALL BE OF THE GPLVANIZED IRON OR STEEL THREA�E� GUTTING AND PATCMING 8
rypE I. ALLfi00VOLTORLESSWIRING,WHERECOMPRESSIONNPE
CONNECTORS ARE USED.SHALL BE INSULATE�WITH AT LEAST ONE a
B.PVC CONWIT(FOR UN�ERGROUND WIXYK)SNALL CONFOfiM TO TURN Oi'SLOTCHFILL'I00 AMP ELEGRiICAL INSULATING PUTTY NJD
UL STANOAR➢fi51-89 PND THE fEEOUIREMENTS OF NEC.PPRAGRAPM THEN COVERED WITH PNO HALF TURNS OF TPPE SIMILAR T03M 1. GENERAL.PROVIDE ALL CUTTING�RILIING CMNSING FITTING �
yy� COMPMIYS']J PLUS'(33�)PlASTIC TAPE OR 80 WTDOOH. AND PATCHING NECESSARY FOR ACCOMPLISHING THE WORK.THIS
CONDUIT 9HALL BE NEAW WALL ME.SCNEDULE BO lW0 SUNIIGHI INCLUDES ANV AND ALL WOfEK NECESSARV TO UNCOVER WORK TO
RESISTANT.FIRINGS SNALI BE OF THE UNTHREADED SOLVENT 8. THE ELECTRICAL SERVICE TO THE SITE SHALL 8E GROUNDED GROVIDE FOR iNSTALLATION OF ILL TIMES WORK.REMOVE AND REFLACE �
CEMENT AT TME SERVICE DISCONNECTING MEANS REOU�REO IN ARTICLE]50 0F DEFECTIVE WORK AN�WORK NOT CONFORMING TO THE REDUIREMENTS OF
rypE THE NATIONAL ELECTRICAL CODE.IN ACCORDANCE WITH ANY LOCAL THE CONTRACT pOCUMENTS.INSTALL EW�PMENT AND MATERIALS IN
�ppE. E%ISTING STRIICTl1RES IN ADDITION TO THAT REpUIRED�t1RING THE
C EMT GON�IIIT�FOR USE BEHIND WAlLS OR ABOYE SUSPENDED NORMAL COURSE OF CONSTRUCTION. �
CEhING50NLT�ELECTRICMETALLICNBING5H4LLCONFORMTOAN51 9 ��UNDERGROUNO(BELOWGRADE�GRIXINOINGCONNECTIONS �
CBO]lWD THE REQUIREMENTS OF NEC.PARAGRAPH 3AB AN�BE SMALL BE MADE BV THE CADWELD�ROCESS(MECHPNICAL LUG 3. BUiLDING SIRUCTURE DO NOT ENDPNGER THE INTEGRITv OF iNE
� PROTECTED ON E%TERIOR WITN A ZINC CONTING AND ON INTERIOfE ATTACHMENTS BELOW GRADE ARE NOT ACCEPTABIE).CONNECTIONS BVILDING STRl1CTURE BV GUTrING.ORILLING OR OTHERWISE �
SURFACES WITH EITHER A ZINC COATING OR LACOUER ENr1MEL. SHALL INCLUDE ALL CABLE TO CABLE SPLICES(TEES,Xs,ETC�ALL MODIFVING FNY STRl1GTURAL MEMBER WITHOUT SPECIFIC APPROVAL. �
FIiTINGS MATERVLLS USE�(MDIOS.WEl01NG METAL,T00LS,ETC.)SMALL BE BV DO NOT PROCEE�WITNOUTANV STRUCil1RAL MO�IFICATI0N5 WITHOUT
SHALL BE ZINC COATED STEE�. CAOWELO AND INSTALIED GER MANUFACTURER5 RECOMMENOATION AN� PERMISSION OF THE PRQIEGT STRUCTURAL EN6�NEER. . _ _.
� PROCEDURES.
] MINIMUM CONW Ii SIZE SMALL BE Yd INCH,SIZES NOT SMOWN 3 REPAIRS-REPAIR ANY AND RLL DAMAGE TO WORN OF OTHER
Q ON�RAWINGS SHALlBE PER NEC. TRAOES CAUSED BY CUTTING ANO PATCNING OGERATIONS.USING SNILLED
LiGNTNING PROTECTION MECHANICS OF THE TRADES INVOLVEO.
m l. ALLSPARECIXJWITSSHALLHAVEAMETALLICORMULLTAPE �
� 1. LIGHTNING PROTECTION M4TERIAL SHALL BE FURNISHEO BY
r� d. CONDUIT SUVPORTS SHALL BE FURNISHED AN�INSTALLED BV qryD INSTr1LLED BV CIXJTRACTOR. - -
� TME ELECTRILAt CdJTRACTOR M!p IN ACCORDPNCE WITH TME NEC. 1. GENERAL'.PROVIOE ALL HOLES.SLEEVES,AN�OPENINGS 'r � -
RE�UIRED FOR THE COMPLETION OF WORK ANO RESTORE ALL St1RFACES � FINPL � ; 10I18l10]1
5. UNDERGROUND CONDUITS 8 ENCLOSURES. DAMAGED TO MATCH SURROUNDING SURFACES.MAINTAIN INTEGRIN OF
$ A.INSTALL A WARNING TAPE TWELVE INCHES ABOVE EACH CON�l11T ALL FIRE AND SMOKE RFTED BARRIERS USING APPftOVE�FiRE-STOPPING
IXi SET OF CONpUITS. SVSTEMS.WHEN CUTfING NOLES OR OPENINGS,OR INSTALLING SLEEVES.
aeee DO NOT CUT.pAMAGE OR DISTURB STRUCNRILL ELEMENTS OR REINFORCING
� B.IDENTINEACNLONWITATBOTMEN0.5. STEELUNLESSAPPftOVEDiNWRITING.BYTHEPROJECTSTRUCTURAL NEW POST
ENGINEER. �
C.INSTAIL A MINIMUM OF 361NCHE5 BELOW THE FINISHED GRADE. ]. CONDUIT PENETRATIONS:SIZE CORE�RILLING HOLES SO THAT
� OR OEEPER IF NOTED ON P�AN DRAWINGS AN ANNULAR SPACE OF NOT LESS THAN 1�41NCH AN�NOT MORE THAN rv.air�;:i.u.nn.Mn��ia�.
11NCHISIEFTAROUN�THECONDUIT PIGE.ETC.WHENOPENINGSARE FORESTRORD�19 �
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U� FOfY BELOW GRApE BENDS. Cl1T IN LIEII OF CORE DRILLED.PROVIOE SLEEVE�N ROUGH pPENING SnNNER COUNtt
SIZE SLEEVES TO PROVIDE M'ANNULAR SGACE OF NOT LESS TNAN ti6
E.MAKE JOINTS ANO FITfINGS WATERTIGNT ACCIX301NG TO INCH AN�NOT MORE THAN 1 INCH ARWND THE CONDUIT.GIPE ETC
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Zq� F.INSTqLLACOUPLINGBEFIX3EEACHWALLPENETRATION SPECIFICATIONS
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