HomeMy WebLinkAbout026-939-23-1101-LUP-2024-064 SUBMtTCOMPI.FfED APVUCATION AND
Feero: APPLICATI N FOR LAND..USE PE MIT
SawyerCounry ' , SCf�NS}W''� (, 1
Zoning&Wnservation�epart. t-� t t ! ' . . _. .„,_��� �� _....o..,e�..o,. N
10610MainStSuite49 ' ' "' - � v
Hayward,WI 54843 ''h'�/. �y (�' � �(J �
(715I634-8288 . ��1R O � �U�T � -]��tt�.---..•..__.>M f
^ `_.�,�.:.� � �$ � . . L./
1N;?ftURIQNS:No permiu w�ll be iuued untii all fees are pa d. ,_ � � �
Checks are rtude payable to Sa yer Counry Zoning Department. ,�,t' p T��y�
DG NOT 51'ART CONSTRUC'IOh L117:1 ACL PlfSMITS HAVE B:EY SS��QMu�9�T.spAfa14on7NU5T ba submitted FILL OUT IN INK (NO PENCIL) �
Submit:ai of this aOP��u�t:on or reseipt of lees does�rot cunst�t�te permit Is;uance.
Owne�(s)Name: � Contnctor�s)Name
/-!/.�j J- 4-4QI �W9GG� � '.l�11.5 +` ✓ �Ci�CJ `
I Mailing Address: ' Mailing Add�ess:, �'3;2��
i 3-l3�, c�/�% ,cti� �.� �/ � �� �t• � � ��—� � ;_; �Y �C.1,a�:�,�.a,�-� w.�'
� Phon� e: � � Phone:
j `7G� - �yz v�J/ 6oP-{,�y - 33�3
�! Email: _/��� (� pr(�a C LJf('�74►Y� (� ��(,�. Cr• ' Email: �.'�/T -Z�-GJ 1 i . ' ��
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Site address: �/i-' ��[(, �L(�S} [,�r_ r ' Or Date appiied for:
/; ��
� Lega�^ C.-�u(. �, � � � Town of: � �
� Permit delivery Method n Call Owner c Mail Owner n Call Contractor �ail Contrador - �/J�� � �,�Sr
��......_..__.____.._ ._ .
1 w � ?c7
'�_.Is Pr perty/Land wf[hin 300 feet of River,Stream p�n. Distance St/vcture is irom Shoreline: 1s your�ropeny
� �� in�e,maeene) � Are Wetlands
Creek or Landward side of Floodplain? If yes---mntinue feet tn Floodpia:n preseat?
I Shoreland - Zo��?
Yes Y��
� �.Is Property/Land within 1000 feet of Lake,Pond or Flowage Distance Structure is from Shoreline: Nn ! �
i(ycs--centinua � feet NO .
;� Non-Shoreland . �� �.,.d.� __,_�._ � I .
ValueatTimeof Deuribe Project�� Totaipof � M
Projec[type Foundation What Type&Capacity is tM1e
tompletion Number bedrooms
'�ncl:eds donatr�i� iHouse,garage,shed,deck, (Basement, Sewer�Sanrtary System(s)
additioo,etc...) of Stories Crawfs ace, Post
v+ne��matertat P construction
List separately SIa6)
5 Owellin6 ��I I
5 NA I
����
Accessory 8We
S
Addrtion/Aitmtion
�
HeighC �
Total Square Lowest `
Proposed Use ✓ Proposed Strudure Dimensions Footage Grede to �
(multiply per Highest
story) Peak j
' � `
Residence � X ) � �
Ft.
with 2^a story or loft � X �
ft.
with easement
I x 1 !
Ft.
Attached Garage � X �
fJ Residential Use Ft.
ACcessorySVutture(eaolainl ( X �
❑ Agrieultu rel (debchM�an�es,sheds,boa�hous�s,otc� Ft.
x ►
Use Temporery Guest Quarters or Bunkhouse(crcic ryPe1 � Ft.
�Commercial/ Detk/Porch/Patio ( X � �
Industrial Use ft.
(2^d)Deck/Porch/Patio ( x �
Ft.
� Municipal Use
Other�expla�n� /� / �� _ ( x �
[.�LG �/l✓J= Ft,
=' Other � X �
Pf10CIP0I SffUCtUfO(Agricultural,Commercial,Municipal,Etc) Ft.
( x ►
Addition/Alteration(e.pla��� Ft. i
i
Total habitabie square feet: Total Non-habitable square feet:
(decks,patios,garages,sheds,storage area&other structures) i
f
Originai Appticatinn MUST be submitted
_��
, Attach a Gfan or Sketch you�➢roperty on 8.5"x 11"or 8.5"x 14"paper:'Must•Include lotatiai and setback of proposed and exiSLing structures,raads�
�
driveway sa�fary crnnporte��„well,lake,river,stream,a�d wetlands.
.______ ._�..__....
_ _
_ _. ��
— ----
Setback -`�""'
DescNption Measurements � i �u�p�n Setback
. _.�__..� .__.___ _--_ � Measurements
--.. i �
�---
__...._ ��,__
et atk rom the Centerline of Platted Road and/or i Feet i Setback frcm the Lake( m�„�r,�.gn.w,�e�m,�k) Feet
._.._.._._ ._......�
Setback from the Established Rigbt-o(-Way Fee[ ; Setback from the River Stream,Creek feet �
: " � Setback from the eluff f appiKabie Feet
� Setba[k from the North Lot Line Peet
� Setback from the South Lot line Feet µ Setback from Wetland Feet
Setback from the West Lot Line Feet � Slope within area of construc[io�Jdistur6ance %Slope
$etback from the East Lot Line Feet Elevation of Floodplain Feet
i Set6ack[o Septic Tank or Hoiding Tank �Feet = ; Setback to Well eet �
I, Setback to Drein Field Feet
! Setback to Yrivy(Portabie,Composting) Feet 'r
� p t.th.�.are .n'o ror t f„n u a � .� e w,h.^f.ve(>i f-.:of:he in no ��iecirHc.t-:.t<k,ih n...-:..siy i!n;, ro n�::h:�the setback rc��..s.i .��a�w.d rnmi be vis�r�#rn����..��
p�ruo:siy s.,...,vt�'w��..:.��•rt�r.tha . -.�:;cl�s,ir e�_J ccrner o•marYi�f hY a. �see so�v� . s rx.>ersF ...
� . :.rnr dt th:p� .
� ',eF (.( t�' Y -..�.. () ..'. h3. '� I ..11��:1 a ' f tf.J... '.i• K a �i'. . i- t tt_,����..n S
d .: 1.,.,� f " t.1ct '1 �c t h Y � .1(
, ii..,..., t, c ' t,i t �h�. „t..�.e... �. .._., � �c.,npass ,,.._.�r�.,^c.>
�. ...., ....�..
. -,S�t:.^. tt _..... .> �_.�rk.i �I:1���� .,.>� a�t.i , t .am.. .�er_...
! Caltulate impervlous surfaces.�Roofed,concrete,paved,and other surfaces that water cannot penetrate.The Zoning O�ce cao help you determine'rf a
I wrhce i�co�side.ed imp�r.^oJs;
Calcutate lot area:
Indicate lot size from CSM or NOVUS(circle one): Acres;Multiply by 43,560=Lot area;. Square Footage
Calculate impervlaus surface area:
Determine the total size,in square feet,of your projects listed above(include eaves): sq ft.
� Determine the to[al size,in square feet,of all existing roofed structures(include eaves�: �q ft,
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{y,
Calculate impervious lot percentage
�
Total impervious surface: ._+Lot area; Sq R.X 100=impervious surface % (
� IMitigation is reduired if total eMceecL 75Y�
L
,, "'Notice a separate,grading permit needs to be obtained if disturbed�area is within the Shoreland district as indicated on�previous page and meets criteria below'••
� �� Grading on a slope greater than 20% � Grading of more than 1,QOOSq.Ft.on 12%-20%slopes —�
j �__ • Grading of more than 2,OQ0 Sq.Ft.on Stopes less than 12% Grading is in excess of 10,000 Sq.Ft. ---�
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E JR� nCr3TAi�1'A . �.�,rS� F .y��f?hir'!-..Tiqh,:vf t'.Jl.�:AC•hK�T"J!::FEStI� :Fd'r.Nt1iTIFi
I(we)declare that this application(includmg any accompanying information)bas been exam ned by me(us)and to[he best of my(our)knowledge and belief it is true,correct and � �
complete.I(we)acknowledge that I(we)am(are)responsible for[he detail and acaracy of all information I(we)am(are)providing and that It will be relied upon by Sawyer
County in determining whether to issue a permit. I(we)further accept liability which may 6e a result of Sawyer County relying on this informatlon 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 reasonabie time for the
pur.�oys of inspec[ion.Addi' naily,the undersigned person�s)hereby give permission for access to the prpperty for onsite inspeaion by Municipal Officials.
�,(�
, Owner � �tc."' .. hLZ.JYtQ-L.� �2.J�'J KW��eJ` Z./z�, �Z.�,
Owne� J /� �/� '�
Signatu p�i�ted name '^U rl / l �(X.{'Yf-�j�' Date �J��(�T
yS�:�oatL� �;�{ie! t na:r.q:iredj .
NQT:CE�.�t: .e f�r � � �.r«.:�1 a , 'ra;,• i �_.. i ,....,.
. . . ..,.r.,
�.:� �- ��,. , ._
.c;i:;t ...�. .-1�, c.r�:.... �,i ,.r•_. . :.. . . -�., .:r'.v:r��.��,;:;oCc. �
., � ...., ,. f._ a ..�...
I:;�.J )K 1:17.�i;L' C�.i:�.(1 '"it:'�:-a . Y�VI!�_'4lft i�,:�<; _... .
You are responsiDle for mmplying with the requiremenu of the Sawyer Counnng Zomng Ordmances and law and regulatfons of the State of Wisconsin.You are also responsible for
complying with State aod federal laws conceming mnstrvction near or on weUands,lakes,aod streams.Failure to comply may result in removal or modification of con,truction
that violates the law or other penalties or cosa.For more inPormation,visit the department of natural resources wetlands identification web page orcontact a department of
natural resources service center(608)267-3125
�
Issuance Information(County Use Only) sanicary Numner, a ot bedrooms:
Permrt Demed(Date): i Reason for Denial: ��� -"
i
2
-- �
Permit#: Issuingagent: � � �! Date:
i �� _(,!r;C� �,�f , � C��_'�t--`
is Parcel a Sub-Standard Lot I�:Yes (oeed ot flecardJ ����.N I 4
Is Parcel in Common Ownershlp ;��Ves (cused/Coneiguous lot(sp �tigation Required � ���Yes I;No
Is S[ructure Non-Conforming :',Yes Mitigatian Attached !,Yes I::No
� Granted by Variance(B.O.A.) � Grented by Conditional Use
,. _;Yes _No Case p: : es :�.No Gse p: �._�,
Was Parcel Legally Created ���I Va '_�No !I Were property Lines Represented by Owner �:��.Yes No
Was Proposed Buildiog Site Delineated �'I Yes L�No I Was Property Surveyed I "�Yes � .No
Offlce CommeMs: � Zone DistriR: Fee:
i Gra55 �i,,,. - /ae w �o i,,�!` (ZQ_ � �' 3�+D � :
;
HO�{:F6IS�tilt�ry: .�— 3'�O�d FO�TaA: ( }{�(d f07i-1[?t(�fiviF: �. � NO�d Gpf Ff?H5: ..' . . .�
� — i
�feb2021� ��( �a^�, �� ��
Redl EStdt2 Sawyer County Property Listing Property5tatus: Current
Today's Date:3/20/2024 Created On:2/6/2007 7:55:48 AM
�Description Updated:1/7/2022 �Ownership Updated:1/7/2022
Tax ID: 28896 KEVIN J KRAMER REV TRUST PLYMOUTH MN
PIN: 57-026-2-39-09-23-1 O1-000-000010 LORI M KRAMER REV TRUST PLYMOUTH MN
Legacy PIN: 026939231101
Map ID: .1.1 Billing Address: Mailing Address:
Municipality: (026)TOWN OF SAND LAKE KEVIN]KRAMER REV TRUST KEVIN J KRAMER REV TRUST
STR: 523 T39N R09W 3430 OLIVE LN N 3430 OLIVE LN N
Description: NENE PLYMOUTH MN 55447 PLYMOUTH MN 55447
Recorded Acres: 40.000
Calculated Acres: 37.859 �Site Address *indicates Private Road
Lottery Claims: 0 14918W STATE HVJY 27/70 STONE LAKE 54876
First Dollar. No
Zoning: (RRI)Residential/Recreational One :J property Assessment Updated:9/28/2017
ESN: 4Z3 2024 Assessment Detail
Code Acres Land Imp.
�Tax DistricLs Updated:2/6/2007 G6-PRODUCTIVE POREST 40.000 72,000 0
1 State of Wixonsin
57 SawyerCounty 2-YearComparison 2023 2024 Change
026 Town of Sand Lake Land: 72,000 72,000 0.0%
572478 Hayward Community S�hool District Improved: 0 0 0.0%
001700 Technical College Total: 72,000 72,000 0.0%
+�Rewrded Documents Updated:3/7/2024 �.i
WARRANTY DEED C'�'Property History
Date Recorded:12/14/2021 436490 N�q �
PERMIT
Date Recorded:2/20/2024 498626
PERSONAL REPRESENTATIVES DEED
Date Recorded:12/10/2021 436415
TERMINATION OF DECEDENTSINTEREST
Date Recorded:12J10/2021 436414
QUIT CLAIM DEED
Date Recorded:11/29/2018 915608
DEED IN TRUST
Date Remrded:8/20/1992 230614 491/441
WARRANTY DEED
Date Recorded:10/27/1986 2024D2 396/185
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CON51RUC7KIW Q� 7ELEGI�MLUA9G7KM�S AND PUBLC U71UlY F.1CKJlY,
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PROJECT INFORMATION �3 ��NDING DETAIIS SPRING LAI�PARK,MN 55132
111 SfTE UTILJTV PLANS AND NOTES ACQUISITION: BUELL CONSIXTING.INC.
SITE NAME: Nq02 NRUTEFISH LN(E 720 MNN ST,SIpTE 200
LL2 METER UTILITV PRAME DETAIL AND ONE-LiNE DNGRAM ST.PAUL,MN 55118 14J47 W WI-27170
ve SI7E NUrotsER: US-wt-Ssst . STONE LAKE,WI 54876
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SITE ADORESS: U907 W NM27/70 ..
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COUNfY: $qyyyEq ��.� PROJECT DESCRIPT10N5
CODE COMPLIANCE
LAi1NDE(DMS): N45'S1'72A0'(NAD63) LOCATION SCAN NCINI7VMAP
LONGITUDE(DMS�: W 81'26'24.97'(NPD 83) ISSU E SUMMARY PROJECT INFORMATION
TUDE(DECIAAAL): N 45.85]3811•(NPD 8�)
SHEETINDEX
ISSUE SUMMARV
(�C'�)� W 97�M�•(��) REV DESCPoPTION � O DRAWING ACPROVALS
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SHEETIDETNL COMACTS
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�aoaas�n c�roR
GA1V.SIEEL POST CAP
NOT FOR
CONSTRUCTION
3'M S'z 1�4'C?LV.51L FNGLE 2'-6' �
LONG�/5/8'Dl4 U-BOLiS TO POST :
(3'x 5'z 1/4�GALV.4L ANGLE}'-p'
AT DISRiIBUT10N BOX DOUBLE POST LOCATION)
G4LV SiL'GRIP-STRUi'24'K MIN.12 GA CFIPNNEL �T� �
M/I/I'DYl BOL1S TO SUPPOfi�BRACKET -
ASI4 AS25 C11V SfEEL 1/2'�x 6'LONG � ��' PqOPOSED b�&NE7S 1 �.
4 4 (FULL THREPD W/W�ISIER AND LOCK WASHER ����-xi YIfRI ICE 4iF1D �`�;'� DESIGN�
sS c�� � �
�j BOTH SIDES)INSTPII.ED BELOW THE GRIP-SRtUi �\ . I \
G, � %21DGE IN 5/B'DUMETER HOLE ORILL£D IN �
—� � $UPPORT PIPE,�CO�D CALV DRILLED HOLE�. 99�3 VALLEV VIEW RD.
�� � I EDEN PRAIRIE,MN 55�41
G4LV.SR.'SNAP-IN�B/�RS 3'-0'O.G SUSP. 1 (952)W]ATl9
�5 �/3/B'DIA G4LV ALL iNREqp ROD � ` � VM�N.DESIGNIEP.COM
� I C) ( () � \
� 3 1/2'O.D.$CH. \� \
�� 40 G4V SiEEL.WPE � PROPOSED 1
r�a c
- � ° �"'-� � THE
��
� ��
` "� �T� TOWERS
�
� � � LLC
i �°
��
PROJECT
.���i i���iT', . iY?��i��i�ji � -
US-WI-SSB1
���i��;i� ��. i��li`�i���i���T�� � � LOC.CODE:765125
. � � o�� �� �����% �
� % ����� ��n!��i��u! �
� '��'\���;v�y�� \��\%� � � � . , . WI02
o v���, ' �'� c�e�s.,rP. �� . � .
WHITEFISH
� .-.i 18'DIA PIER FOO71NG. (q)/4 GR.60 � LAKE
& RE84R W/12'0 CIRCLE TIES O 12'O.C. '-6' 6�-0' '-6'
CONC.TO BE 4000 P51 0 28 DAYS W/ �� �� ��
6S(S1X)EMWJNED NR � g'-p•
�
i asa�w v�n-z�no
STONE IAKE,WI 54876
NORTH SHEET CONTENTS:
CABLE BRI�GE DETAILS
��CABLE BRIDGE SECTION �� � CABLE LADDER DETAIL ��CABLE BRIDGE PLAN cww.c� � CABLELADDERDETAIL
SCALE:1/2"=1'-0" ��
� SCALE:3/i 6"=1'-0"
x'-e' s._..
DRAWN 6Y: SJD
CHECKEDBV: 7q$
REV.A 0�22-23
A-4
r-o' (�Noim mt�aw�s�
�
ra�s:
1. USE SwNES AND/OR DRNN4GE DRCHES FOR PROPER
WATER RUNOFF A$NEEDED
� 2. AGGREGATE IS&SED ON STANDARD PASHfO
._ 3. COMPOUND SLOPE NOT TO EXCEED 5X
� ��� 4. SUB-GRADE SHRLL�CONPACTED BY SHEEPS FOOT
������� ���� VIBRATOR OR RUBBER TIRED ROU.ERS WEIGHIN6 AT
LEAST EIGFi�TONS.
�� 5. FlNISHED GfUDE SHALL BE COMPACTED BY SAIWTH
GEOTEXfILE FIBRIC
— DRUM VIBRATOR ROl1FR5 WEIGHINC Ai LFASI FJGNT
TONS.
MARIlIC UPE
COYPICIm TRFIICH&CI(FYL
��+57 COURSE A(.'CAEG47E
a�4 c�om�wm� NOT FOR
vw�r5oox•(at��
couP�m�am� :>.��•-•'::'• • CONSTRUCTION
ior oF ra�t r�a�Tan
(2)ca+ouns j•}i'•�'' -
'a:�. .•. ..• . .... �
.�:.:.;..z�..,... ..
�. � ��. '� . ..:: � � .' ���� '.•. `..�
1' 6'(MIN) �ei�� ,: � - a
k� ' ' - �' ,-,
DESIGN�
wec�oE�aoov
����NPIGTm 99]3 VALLEY VIEW RD.
EDEN PRAIRIE.MN 55]dd
(95�90Y9i99
UTILITY TRENCH DETAIL „ SITE COMPOUND SURFACING DETAIL �oE���,EP�oM
THE
2 TO I SLOPE AWMIIN TO BOTiOM OF OffCHl1NE/ROMII� TO W E RS
AN�ON OPFOSIF AOPE WTCM E%ISfINC SIOPE.
DRCHES SHHl k1K A 1'(FOOn MT B�RqI - L L C
1111M FW RIP INStNiFD IN MFAW EAOSNN!ARFA
6•_p• 4.�. 12.0•
��� �'-o' s'-o• PROJECT
SLOPE WTCH IXISTNG FLqY SI,OPE µqTCry IXISIING ROW
US-WI-5591
oa s�w�s(2z-sx wx) oa s�E puris(ss-sx w�x) LOC.CODE:765125
1:1 SLOPE
' • � ' � . W��2
�«„,,,,„,,5•�„�a WHITEFISH
R��,°°`�W��° LAKE
� -111—I I I-I I I� I I =-�111 -I I I- I I I_I I_ I I I =111-111 -I I I-- I I I-111-111 I 11=__-
-I I I I I I-1 I I I I f 1 I 1 I I I=1 I I I I=1 I I I 1=I I I I I I=I I I I I I=1`1 I I I f1 I I- 1 I I
cwppereD s��cr `CouP�ctm we�wn[, 14947 W WI-27/70
6'n��cx�sry c-z� ������ �E�aou rovso� STONE LAKE,WI 54876
/5�srort au�t uro oRcrwcs
cu;s i ccorom�whra+��uwsri-soox•�oa cwti) SHEET CONTENTS:
UTILITY TRENCH DETAIL
SURFACING DETAIL
GRAVEL DPoVE SECTION
NOTES:
1. USE OF SWRLES AND/OR DRPIW�GE DITCHES FOR PROPER WATER RUNOFF AS NEEDED.
2 AGGREG4TE IS BASED ON STPNDARD MSHiO.
3. 2'CROWN IN CEMER OF l�CE$$,UNLE55 IN CURVFS,7HEN ACCE55 SHOULD BE SLOPED TO
ItfiDE OF TURN/CURVE
4. PIPE SFULL BE AT A 41N14UM OF 4'LONGER 1MEN ACCE55 ROAD WIDTN ON EACH SIOE FOR DRAWN BY: SJD
PROPER SHWLDERING. CHECKED BY' TAB
5. Nl CROSSDRAIN$SFWl�INSTALLEp pN p 45 MlGIE WffH 11{E iALL OF THE GRADE. REV.A 09.22-23
, GRAVEL DRIVE SECTION
A-5
�o�:
COMRACTOR TO INSfALL NUfS
ON ALL BOLTS TOWFRDS THE
INIERIOR OF 7HE COMPoUN�
17 0,
6'-a'
Posr roa
TERMINAL OR CORNEH
'GATE POST 4'O.D. 20'Mtx.SPACING POST 3'O.D.
2 1/2'AIAX.(MANUF. E%PANSION PDSi i0P 70P RAIL
GATE POST SHALL MODIFY AS -TOP RAII 1 5/8"O.D. COIIPLME POSi TOP
REQUIRE�i0 MEEf MAK.) LME POST lME POST
UNE POST
�-i0P GA�'E —
LME POSi H 9FAU 2'x2 1/2'OR HINGE UNE PO5�5
2 I/2'O.D. — - —
srnrrcF+ER NOT FOR
`�"TE FR"r"E> e"R CONSTRUCTION
� �>.� � � �
>. ,
'� eence ' vaa3ic sancE
y� '' �. ,;i2'r
t'� � TR1155 FABRIC ilE
GATE UTCH Wlihl kODS >STREtCHfR
SiYMIE LOCK _ SPACED 12' — BAR> ,
s C/C MA%.
TRUSS R0� ry 3 �� ,
STRETCMER Ba4� LbHT RER._C10R5 �
ceouNo ume e'.iz'@ roru) _ � �
x �:
i-J � � ii. - -� -- � - . .. _.. _-
�
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�_R ��,�_�� ��� . „ „� -b� _��� ,_�� -��_ �.,����: .,_ � ;�(;��m=� �� _n �, � DESIGN
BOiTOM WiE HINGE �� �� � � �
TENSION WIRE SEE MUSHROOM I —MUSHROOA/$IOV 99I3VPLLEYVIEWRD.
StOP DETNI 2'NORAIAL Ov CNEVEN„RrUND.�-� SEE FOOiING SEE FOO7ING EOEr+PaniRie.MN ssaaa
�ETAIL F�R (B5�)90Z92B9
THIS DIMENSION MAY VARY FROM I" DETAIL FOR PpST FOOTING CORNER POST '�'^�^v�oESl�r+iEP.COM
MIN.TO 2"MIX.FOR A MA% LWE POST
HORIZONTAL OISiANCE OF 8'-0"
10'-0"MN(. 10'-0 MAX.
� GATE DETAIL ��POST/CORNER POST DETAIL THE
TOWERS
LLC
PROJECT
US-WI-5591
LOC.CODE:765125
6 W��2
6 MOT DIP G4LVAMZED
—��"'E��"`�s�oP WHITEFISH
PRESSED STEEL LAKE
> METAL MUSHROOIA STOP.
INSiALL WITN SLOT PARALLEL
�� FINISH GRADE� WITH GATE CLOSED
�
a 14947 W WI-27f70
':y
STONE LAKE,WI 54876
� '�'"�`�" SHEET CONTENTS:
� FENCE DETAILS
J
���d
, BARBED WIRE ARM DETAIL , MUSHROOM STOP DETAIL oaawNsv: s�o
CHECKEDBV: TAB
REV.A 0322-23
A-6
NOTES:
Nohs:
ZINC COATINC-THE WEIGHT OF THE COATING SHALL NOT BE LE55 7HAN 12 OUNCES PER SOUARE FOOT OF ACNAL
SUR{"ACE COVERED.ALL FERROUS METPLS USED 0.5 PPRT OF THE FENCE INSfAL1ATIQN SHhL1 gE rypT DIP G4VPNIZED
OR STAINLESS SIEEL Nl SCRENS,BOIfi.LOCK WASMERS.NUTS.EfC.SHA11 BE FqT DIP GILYPNIZED OR WpE pF
SfNNLESS SIEEL.
FABF2IC-STANQqRD INDUSIRIRL GRADE+9 GAUGE WRH 2 INCH MESH ZINC COATED CFWN IJNK WITH A BREN(ING
SfRENCTH OF NOT LESS TWW 129p PpUNDS SkNll BE USED.THE FABRIC SHML BE ZINC COA7ED B'!THE NOT DIP
PROCESS AFfER FABPoGiION.
METAL PO$TS-MEfP1 POSTS(UNE.CORNER,TERMINPL,CATE POSTS,A11DDI.E RNL$,BRqCES M!D i0P RAIL)SHALL BE
HOT DIP GALVAMZED SCHEDULE 40 NBUWt STEEL Wf�H AN OUISIDE DWAEiER fS INDICAIED ON THIS DRAWING.A
POS�i0P Fft11NG OV'G4lVPNIZED STEEL N7LL BE INS�Af1ED TO EXCWDE MOISTURE.
POST C.NS-ALL PoSf CM$TO USE THE fl4RBED M1RE OUiRIGGER BRACKFf pND SH�LL BE ATUCHED TO 7HE POST
WRH THAPER RESISfPNT SCREMS.BRADS.OR BOLT$.
TOP RNL-A MINIMUM OF ONE COUPLING W EACH SiRAIGNT RUN OF TOP RAIL,SWd1 H4YE p HEAVY SPRING (((���SiRUCTUR4L STRUCTURAL
MSER'fED WRFIIN THE COUPUNG TO TPl(E UP EXPANSION AND COHIW.CTION OF 1HE TOP Rpll.THE TOP RAIL SH�LL BE / P.C.CONCRETE P.C.CONCRETE
FAS7ENED 70 TERMIH4l POSiS WI1H PRESSED STEEL CONNECTIONS. CROwNED tOP� � GROUNU uNE GROUND LINE NOT FOR
MIDOIf RUL-7HE 41DDLE FWL SW4.L BE OF TNE SVAE AIATERI�L AS TI{E TOP RNL M!D INSfN1ED WIiFi Fq7 qp CONSTRUCTION
G4LVPNIZED F1T11NG5 ATTACHE�TO 1HE POSTS. ' IIAi
BRl�CE RA1L-BRACE RIJL IMTERWL SHRLL BE OF THE MATERUL AS 7HE TOP RAIL N10 LOGTE�2/3 OF THE �,
DISTANCE UP FROM iHE BOTT061 OF iHE FpBRIC.BRACE R/JLS SHqLL BE$ECURELY FASiENED TO FOSIS BT SUfiP&E uNDi57URBED—����
PRESSEO 5lEEL CONNECiIONS. OR COMPACiED .::�
SOIL
TRUSS RODS-SHAl1 BE 3/8'ROUND GAIVANIZED STEEL RODS WITH GCLVANRED TURNBUCKLES.THE ZMC COATMG I.�
SFWL BE NOT LESS TWW 1.2 OUNCES PER SOUARE FOOT OF SURFM.E.
_ � �
TENSION WIRE 7HE TENSION W6tE$IIALL BE OF 7
G�UGE HOT IP
t D G�LVPN2FD SP
R�NG TEN90N WI .I e
BRFN(ING STRENGTH OF NOT LESS TFLW 1900 POUNDS.TIiIS N7RE SIIALL BE KEPI TMIf Ni1H GpLVANIZED�H A •...' —•.� _.. DESIGN�
TURNBUCKL£S AND RTTACHED TO POSTS WRH G4LVM12ED HARDWARE OR CpBLE CUMPS. • ' . � �•_q•
�•_p^ DIAlAETER
FfBPoC TIES-THE FABRIC TIES SFiALL BE PLUMINUAI WIRE.NOT LESS TFirW�9 GqGE. �-4 (MIN.)
�DIPI.IETCR� �DIAMETER� 99)]VPLLEYVIEWR�.
(AIIN.J (MIN.� E�EN PRAIRIE,MN SSSa4
CHER 6nR5-THE SiRETCHER B4R5 SHALL BE RAT CPLVPNRED SiEEi 6qR$NpT LESS 1MAN 5/16'%3/4' �esz�vo3-szse
AND NOT I.ESS TFiPN 2'SHORfER M.W THE FqBRIC.SiRE1CNER 9�R fl.WpS SHUl BE MT GqLVANIZED StEEL g�RS www.oesicr�iEa.coM
N0T LESS TH4N 5/i6'X 1 1/2'WITH 5/16'DIAMEfER G4LVAN2ED CARRl4GE BOLT.
FOOTING FOR i RMI i OR FOOTINf•FOR •AiE PO i FOOTING FOR LINE POST
B.4RBED WIRE-B�RBED WIRE OF CJ�LVANIZED STEEL(OR PLUMINUM)CONSISiINC OF 12 1/2 CAUGE N1RE Wflry CORNER POST
4-POINT 6PNBS OF 14 GAUCE WIRE SPACED 5 INCHES PPART.
G4TE FRAMES SHPiL BE CONSTRUC7ED OF 2 1/2 INCH OUTSIDE DNMEfER HEAW DUtt G4LVANIZED STEEI%PE.THE TH E
GATES SW1lL BE ASSEAIBLFD USING CORNER FlTiINGS OF HEAW PRESSED STEEL OR MALIFABLE G$iINGS OR AUY BE
WEIDED IF THE EMIRE GqTE FfL1ME IS HOT DIP GeLVANIZED l�FTER TFiE WEIDING.Pll G47E5 SFUll BE EWIPPED WITH ��POST FOOTINGS TOW E RS
HFAW DUIY G4LVPNIZED STEEL TYPE HINGES WI7}{�E BFARING SURiACES OF ADEpUqTE SiRENGM TO SUPPORT
THE CATE THE HMGES SHA11 N0T 1N7Si OR TURN UNDER THE PLTION pF THE 64TE.GqiES WILL PROVIOE A NLL
RANGE OF NOTION AND BE EASIIY OPENED AND CLOSED BY ONE PERSON.CATE IqTCH SHRLL BE GRGO PROTECTDRS, LLC
MC.MODEL FL-100,IATCH SIiAl1 BE EWIPPED 70 RECENE A P/�DLOCK.
PRWIDE R.F.WARNING SIGNAGE ON ALL GATES.
PROJECT
US-WI-5591
LOC.CODE:765125
POSi ���� �-S7RETCHER BAR BOTfOM TENSION WIOL
`"BR'�7'E '"'RE WHITEFISH
FABRIC SPACED 24" KNUCNLE FABRIC L/yKE
C/C AN%.
-�' p i0P RAIL PIPE�. _ _ �
STREiCHER anR- � � 14947 W WI-27/70
aaruos sPacEo FneRic nE
t5'c/C rnae. � FaERic STONE LAKE,WI 54876
SPACED 24' BPRBEO
�� Y o �d Q c/c Mnx st�va�E SHEET CONTENTS:
FENCENOTES
MEiHOD OF F0.5T NMC MEiHOD OF ttING METh10D OF iYINC FABRIC FENCE DETAILS
STRETCHER BAR i0 POST FABRIC i0 PIGE TO TENSION WIRE
��ABRIC/BAR CONNECTIONS oanv,Mev: s�o
CHECKEDBV: TAB
REV.A 0322-23
A-7
uw�msa Gxn�xs,
GPS ANiDIW1 ATTPCF�D SIIE PRO 1+Mip21-K
TO ICE SMFLD P�f.T19. G4�V.SIL'l,'PoP-SIRIJY
24'%12 GA pNNNEl
x �... ('� � . __._._"
...,�_ � k�' ..I2':12'x6'
�� NEW-3 DRY
LKYIf IIWMID TO 7YP. INfEGRATFD ��
POSf�7YP.OF 2 ONP BOX 3 AIARY. WID CENiQt AIARYS FOR
.. . IYP.OF 3 �C N�
. �NTOR
.. . . . ,��;� ..
' ' ' �= 000�00 m �
P1000 U165iRlJf ` FIBER �. +£w� .
, . �
��, wmi aocws, � e �
�"s�z s�c�o m � �
O. �'� rosr wmi +�� � ��� • • �
u-eaTs 7rP.
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I " - . .. �EWIPYfNf � 0 g4iiQry �� � ..
�� i d �T ^� �N�T � CONSTRUCTION
CYC74-368 � _ _.. ___
�� �Tt� C4C74-36E � � � • •
c�r c+ar+ET �u�ruort = . ...� e _
� ON 8'PIAIIH p�g�p�pm{ �T : -.-.
:: _ . .. ::0l1 9•Pl1NfM. _—_ ,�o OOoo 000 • • �;�.
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. . _ . . .... : .� .. ,..,. � .,. < .;:..._. . -�-�T
° � �� � �-� �P,� � �,� ' DESIGN�
� �;� FRONT ELEVATION ��""'"`�"` //'�` SIDE ELEVATION ""�""E�"EwRo.
`� ' ' ' �. I C L �1 BACK ELEVATION EDENPRAIRIE.MN553C�
SCALE'1/4��=1'-0" 0 1' J (952)90}9298
- SCALE:1/4"=i'-0" SCALE:1/4"=1'-0" wwwoesicNiea.corn
/S AT 12'O.C.EW. 3/4'Gi41FFR,1Yp.
G1BpET ANCHOR 8 7YPIC11 GB.FRMIE ANCfiOR BOLT:
s¢ri.w �K �D rurmi r�n uwuc eaT rz(ctiv.)o�. I u c
e' urctae-s/e'�x a-e/is'nou. f 1 C
. . .. � � y�K EA�ED.IRN.
' ' ..� �'�� PER PIAN
,�. ,� q '�� ����� TOWERS
���,,,�
^ ""�'°" LLC
-�,.; PID
�� Q
�s����� �`� v� :r ,%;�.� 3 DETAIL PROJECT
TO 95x OF STM�D,VlD PROCfOR � SCALE:1-1/2'•=1•_0,•
�8'�� � . 1'-0' � �� US-WI-5591
� �._��, o. LOC.CODE:765125
E7�SfblG NON-0RG11NC$Op$Tp �° CONC4E7E PA� �-� H-FRAAfE � �
e�cap,�crm ro ssx oi sr�wawo oasrure soxs m w�� WI02
PROCfOR FOR A DEPfH OF 8'BELOM A MWYU4 MiI1WABLE gFNWG
cr�va a� owuxrr ov soo rsF. ,e•oK e�x Fmnxc ^" 3_0. a• 3._0. 9• 3._0. 6• z-o• z.-o, z•-o• WHITEFISH
w/conc.nre�FoaM a� LAKE
�LONCRETE PAD SECTION wjizi�n�s — — _
SCALE:3/e•'=1'_0" 12'O.C. � 19'-0'a 10'-0'
-T.O.PER AT GftADE ��E
>>�-0' �ppp�ppg,7p � ��.ClFMANCE ���� STONE LAK�WI 5 876
� I:�..��7pNf...�
Q � �---- ���� SHEET CONTENTS:
��IN� FOUNDATION PLAN 8 DETAI�S
�'� � � LAVOUTPLAN
ELEVATIONS
�
� �� � � �BAT7EHf�� �EWIPYENf � �� ICE SFAE10.ABWE
NOT6: CFO55 lMTCH
C�6NET CIBkiT � )
C Bk
i i / �i
1.T/0 PM Tp L£yfL 4 1/8' o �i ' �, ,
2 EQUIPMEM CABMEf WFJGHf IS MPROX.9.525 LBS d `" � -
q 3.T�0 PAD E1tYA7qN=SEE SIfE PLAN / � �—„�,� � � �
/ � u pyp gUX h NARN, DRANM BV: SJD
4.AWNfAIN 3'WJEFt AT RE&1R T/& �ypp�p Tp ,'�� � �� � iyp,pF 3 CHECKEo Bv: 7na
POST�IYP.OF 2 .
Z REV.A 09-22-23
CAWCRETE P/�D.BElUW � .
(SOLA FNTpI) � — — — — — — I
—J
PROPOSm BISE S{IOE FOOT.SIfE PRO
1�BSF35&FASfQI PFR 3/A-8(SpJ.)
� CONCRETE PAD P�AN ��� ��EQUIPMENT LAYOUT PLAN ��
SCALE:3/8"=1'-0" b ' ��_�- yLe- � /� ("�
SCALE:1/4"=1'-0' d ' }• j' H �
GENERAC SD030 2.2L (Diesel 30KW) W/190 GAL TANK
(�ATOR PAD
SOUND QlCLOSURE
r---
i
c�rai �
a�r�rnc �
i I
i �
i
i I
' L �
�---
, GENERATOR PLAN NOT FOR
, CONSTRUCTION
SCALE 3!8"=1'-0"
GEN PA�NOTES:
1.T/0 PAD TO LFVEL 3 1/B'
2.AWNTAIN 3'COVER AT RE&R T/B.
3.MKHOR GENERATOR U9NG GST-IN DESIGN�
BOLTS OR EXPANSION ANCHORS USING ALL
PROVIDED HOLES IN BOTTOM OF SKI�
GENEW110R DETAIL NOIES:
1. CONTROL PANEL INCWDES BATTERT CHARGER WRH 7HREE PRONC 10�-0' ss�sva.tFvviEwRo.
CORD
EDEN PRAIRIE.MN SSJG<
2. 1500W 120 VAC ENGINE BLOCK HEAiER WITH THREE PRONC COR�. ��� (952�yQyy2y9
3. CONNECTION POINiS FOR COHRtOL WIRES PROVIDED IN THE LOW VMMlDESIGNtEP.COM
YOLIAGE CONNECTION BOTTOY H45 KNOCKOUTS FOR I/2'AND 3/4' AT OPENMG.
LONWIT F7iTINGS.(USE LOW VOLTAGE SNB-UP AFiEA).
4. &1TTERY(12 VOLT NEGAiIVE GROUND MTEM).
5. AWN LINE CIRCUIT BRFANER(MLCB)(pLCB HEIGHT Al4Y YARY WIiF1 0�
� CB SElEC110N)RC LOAD LFPD$CONNECT DIRECTLY TO BOTTOM OF TH E
BRFAKER.
6. CEMER OF GR/�Ni'/k WEIGM AUY SFpFf Sl1CHRY Dl1E TO UNR
°�"°� � TOWERS
7. ENGINE SERJICE CONNEC710NS: �5 REBAR O 12'O.C. p
INLET DIESEL=3/8'NPT •i •i
RETURN DIESEL=3/8'NF� �
�
OIL DRNN= 1/2'NPT LLC
RA041TOR DR/JN= 1/2'NP�
E%1W1ST OUTLET=2.5'I.D.
8. STUB-UPS:B�SE TANK REOUIRES Pll SNB-I1P5 TO BE IN THE REPR o PROJECT
TNIK SIUB-UP ARFA US-VJI-5591
9. CENERATOR$Ef AIUS�BE INSfAI.LED SUCH THqT fRESH COOUNG AIR LOG CODE:765125
5 AVARABIE AND DISCIW7CE AIR IS NOT RECIRCUUiED.SEE SPEC ��. �O.
SHEEf FOR IIINIMUM NR FLOW AND MR%IMUM RESTRICTION
REOUIREMENTS. W I OZ
10. BOTT04 OF CENERqTOR SEf MUS7 BE CLOSED TO PREVEN�PEST � GENERATOR PAD PLAN
INiRUSION M10 RECIRCUUTION OF DISCHII7CE AR PN�/OR IMPROPER WHITEFISH
COOLING AIR FLpW, SCALE:3!e"=1'-0" 1 ^
11. BOLTS OR SR1D5 USED TO MOUM UNIT 10 PPD SHALL BE 5/8-11 V�1KE
GRFDE 5.USE STANp4RD SqE TORQUE SPECS.
12. HICH VOITAGE SRIB-UP ARFA INCLUDES THE AC LOPD LFM
CONNECTIONS i0 MLCB,NEUiRF1 CONNECTION AND AU%ILWiY 3/4'CFWIFER IYP.
120/240V CONNECTION. /5 AT 12'O.G EW.
13. 190 G4110N USEABLE CiPnCllr&SETANN STANDaRD WtIH COYP011ND 14947 W WI-27/70
GENERnTIXi. • ��� STONE LAKE,WI 54876
74. IT IS THE RESPONSIBRfIY OF TME INSTNIATION TECHNICWV TO �� �
ENSURE Tl1AT THE GENER�TOR INSTqLUiION COMMIES W(iH RLL � - ' ,� 3•��
r�h�coo�s,sru+onrios,uio aecuurwNs. ; � ;� SHEET CONTENTS:
15. UNIT IS SHIPPED WIiH FUEL SUPPLY PND RER)RN 11NE$ ' ��j. GENERATOR PAD SECTION
DISCONNECTED AND PLUGCED BEfWEEN ENCINE AND NEL TANK.THIS � GENERA70R PAD PLAN
H�5 BEEN DONE TO FACILIiATE PRESSURE TESTING OF THE TPNK IN h �.7 r �� - r � ^ � GENERATOR PLAN
THE FlELD.FOR INFORIMTION REGARDING CONNECTING 1HE FUEL ?:. 5� p .�Xif "�p,,t ,� �.=.,� � — GENERATORELEVATIONS
SUPPLY AND RERIRN IJNES PRIOR TO STPltT UP,SEE TNE FUEL TANK `,��' i :�x� ��'��4� � �q ICE SHIELD DETAILS
FlELD 7ESfINC PRpCEDURE(OE5082)SUPPLIFD IN iHE TANK LOOSE x' r -.;, � ,R.�.�,i'���^ .�.� .
VENIS NR.WHICH IS SHIPPm WITH iHIS GENERATOR. CLAS$5 GRAyFj g�g � '-0� '
16. SEE DRAWItrG OC3650 FOR DISCHaRGE WCT REMOVAL REA1pVp,l pF COypACfEp 70 95x OF � � �
DUCT M7LL PROVIDE ACCE55 TO YUFFLER FOR SERVICINC. $W1�NRp ppp�Tpp M �� � �
17. GENERATOR MUST BE GROUNDED 6•� ..�- ..� � ..... �; .. � �� . ORAWNBY: SJD
p���_qmyW��S� CHECKED BY' TAB
BE COMPACTED TO 9$i pF y7MAWm ��'��T��� REV.A 09-2&23
PROCTOR FOR A DEPIH Of 8'BEIUIY A M�lNIW ALLOWABLE�/JANC
CRAVD.B15E G1P�C11Y OF 500 PSF.
NOTES:
CEN6NTOR DRAWINGS PND GLl0UT5 SFIOWN fOR ILLUSTItATION PURPOSES
ONLY.COMRPI;TOR TO REFERENCE GENERAC DWG�10000019074 REV.B FOR � GENERATOR PAD SECTION ���
SGLm DRAWINGS.(DRAWING 7IILE 1NS�ALL 022L G22 3UKVl SSS LYA IXI) SCALE:3/6"=1•_0•• ° ��-'� '"_^•
A-9
� 02 J900 TELCO TO SIIE �
����R�� Controctw sholl provide 2'SDR-11 HDPE conduit fw fber corduit os noleE on 13 1260 GBLE BRIDGE 8 ICE SHIElDS
ConsWct�on Permil sholl be ocquirtd Ey,w in the nome ol,Verizon Wreless,to Drarings xhen d�rect�orwl bonng is utilized.Contrator sholl prmide 2'sche0ule 40 �ntrafm sholl fumish k install moterials for Ue Cable 8ridge as intlicoleC on
De hveinoHtt refened to as the OWNER. Other pertniU sMll be ocquircd by Ne py��Wt and Y schedule 80 HOPE conEuit unaer roadwa s with lur
ConUacta. Y 9�-s�KD the dro�ings oM Verizon Wireless Slondard Deto�ls.
elbows fw fber conOuit as notM on Draw�nqs when hanA lreixhed.Trenches ahall Conhoctor sholl fumish @ install materiols lor lhe Ice Shields as irWicand on the
00 0002 S�RJEY FEES be as in 02 7800. Drnwings 6 Verizon Wrekss Stondord Detoils.
Suney sholl De fumished by Ne Designer. Loyout$faY'rg sholl be coord�note0 Controctor to Drwide and install hanAholes os noteA in the Drawings.Addiliorwl
•ith the Surveyor per'Request Fw Ouote;(RFQ). hondholes sMll be pronded ond installed a mozimum o(500 feet on cmtv ut 9O ����pp q�NNA INSTALL
Dmds if direcGonal 6oring;ond every NiM bend it hond trerKhed.Hondhdes size
Dt OU10 INSURANCE$BONDS pn D�awings and troffrc-roted in roodrays. Contratw sholl install O�mer's an4nnos and feed lines during erecKng.
Contmctor is to fumish Insumnce cedif ota for themselves ond subconimctors. Contmctor to provide oM instoll Codon expanson joint connections at Co�lmctor shall teri and ttrEfy feed lines per wrtent VZW slondords.
Contmctor will provide arry required Bonding. Controctor agrees to wanonly 1he co6iMts/shetter locotion per manufocturers specifiwtions and recommendalions.
proJect tor(1)one yeor aHer completion. 02 8000 SRE IMPROrfYENTS '}Confracta�s oll provideser�o e(s)and/or�lrluck for�t on�spoRng.utting aM
01 0400$UPERNSION 6 COORDINATION Meos bouiMeE by fmce ond aEjattnt to Cab�net Pod sholl receive polyethylene erecGng Equ�pment Cabinets/Generolor per RFQ. Controclor shall instoll items
Contraciw sholl provide supenision MrougMul the Projat,roordinating the work 9�t�ztile,200 mesh wwen,topped wilh 4'deep 3/4'to 1 1/2'cleun mck(no shipped loose wilh the Equipment Cabinets/Cmerola.
of the Subcontroctors,and delfvery 6 instolloEon of Urner-fumisheE items. fince),raked smaoth.
Contmctor's responeibilitia include orronging 6 coMucting o1 Underground Utilities i3 3613 TRqNSPORT AND ERECT ANtENN1 NOUNTS
�«a�«. co�i,«ior sn�n�omPy.an m��K�,i,oo�ry,s�oc�o�d/or r�e«oi ooees, oz eooi v�cir+c Conlmcta shall(umish o�e��,�mi mc�o�o Mounts,and provide«o�a ror NOT FOR
""�"d"'9� com.act«snon p�oiect e.�ss�y re�,a�q ekmems mat a�e�ot��tne scoa ot ���e��y oM erecting. Controcta sholl e�s��e tne e.�sce�c<or a 3/B'cable CONSTRUCTION
Wak. Damoqe resulting From disregard of Nia Artkle shall be compensoteE by the so�ety climb(DBI/Sola or equol)on lhe ToMer.
01 0600 TESfING ResponsiDle Porty and ot o cost lo be delertnined by the Property Owrier,Desiqner
Contrator is responsible for providing Pqencies with sufficient notice to arronge g pwM�, �
fa Test Samples(i.e.�Cor�crcte Cylinders),ond fa Special Inspections.
15 IOW PLUMBING
O1 2000 MEETINCS 02 8500 IRRIGATION SlS1FMS N/A
Coniroctor s�oll make themseMes uwerc of,anC ottenQ meeUngs with Ue Owner N/A
ond/or Designer. Contmclor is to aMend a Pre-Comtruc6on Meetirg ot all porties 15���
invoNed,priw to the sloA of<onsWc6on. 01 9000 LANDSCAPINC N/A
N,� DESIGN�
01 5f00 TEMPoRARY UIIt.fIlES
Contrador sholl mantam the job site in a ckan aM ordery fashion,providiiy � ELECI�C
lemporory wnAory facilities,wasle dispowl,nnd security(fence oreo or Uoiler 03 1000 CONCREIE FORIIWORK �6������µD ELEC7RIGL
module). Conlroctw sholl prwide lobor anA motenals as necessary to rompkte the work 99]0 VALLEY VIEW RD.
Concrcte lorms shall be dimensionol lumba,moduMr,or sleel. shoMn on Drawings including flems shipped loose r1N lhe EquipmeM eoeN aaniRie,uN sssa
01 5�(10 EWIPNENf RENTPL Cabinets/Gerierotor USSGrtIDIY. (95���Zg�g
Controdor sholl lumish eQuipment neceswry to expedite rork 03 8000 TOWER FOUNDATION ww,m.oesicNiea.coM
Con�octa sholl armnge for deFvery of anchas,and sholl fumish ond inrioll 16 6000 GROUNqNG
O7 5900 FlELD OFFICES g SHEDS moterlob per Tower Monufalumr Plons. Tower faundation roncrcte and remfwcing ConUoctor sholl moke lhemsNves familior eilh and follow lhe current GROUNDING
Contmclor shall provide security(fmce areo a tmiler module)fa tools and lo be per torer monufachrer's specification. Cantroda sboll compy Nith the $TpNDARDS of YERRON WIRELE55. Contrator sholl pedorm work os shown on
moteriols that remoin ovemight on site. OMners StondoM CONS�RUCTION S�ECIFlGUIONS MINIMUM CONCREfE SfANDARDS. GouMing Phns. My site-speNfic qmunding issues not covered�y the GROUNDING
S'IANDARD are lo be addressed by Ihe Controdor lo the�.�e,. TH E
07 7000 CLEAN UP�CLOSE WT 03 8001 CATHODIC PROTECTION
Contraclw sAall deon uD llie 5te to Ne satisfoction o(Onner. Controclor sholl
complete the items listed on Me Omrer's Punch List,ontl shall sign ond relum Ne N�A S�FR-F11�F�FD EaRP1FM�F�S
List to the Ownec Contmctw shall moinlain a xt of Cmwings dunng the pb,on �E�T� TO W E RS
rhich chonges shall be noled in md ink. A full sel of redlined drowings(0.v-Builts) 03 9000 CABINEfS/GENERATIXt P�DS GBINEfS
ore to be given to the Designer ot,bb completion ond submit'construction woh Contmctor shall lurnish h inslaR moterials fw Cabinets/Genemta pods. Concrete CM%M1D/OR CABLES L LC
complele mertro to Conetruction Enqineer. shall be 6x t1X air entroined,ond 4,000 psi ot 28 doys. ANfENWIS 8 ppWNi1LT BRACKE75
NI reinforcing stcel a to be Gmde 60(ISTY 615).Mchor polts ore tumished by �
D1 8000 TRUCKS 4 MILLIGE Controcta. Contmctor sholl comply wdh Me Owner's Standard CONS1Rl1C110N BUILDING PERMR FEES
Contmctor shall provide VansportaCron for their own personnel. SPEqFlCATI0N5 AIINIMUM CONCRETE SUNDARDS. MA7ERIALS TESTINC FEES PROJECT
01 83(10 TRAVEL TIAIE 3 PER DIEN
SPECIni INSPECTIONS fEES US-WI-5591
Controctor sholl proviEe room oM boord(p Ueir orrn personnel,onE reosoroble �
6me fa tmvefng lo$Irom job si4. N/A _ LOC.CODE:765125
PoWER TO SIIE WIOZ
01 9200 TN(ES lELCO TO SITE
Controctor shall poy sala aM/a use taa on moterials ond taxoWe xrvices. yQ� GBL£BRIDGE g ICE SHIEID
� os 000a M�rus caouNoir+c u��m,us WHITEFISH
02 iC00 Sf1E PRFPARATKXi Cailractw.ill Iwnish oM inriall sleN shapes and�abnwted steU items nol CONNECTORS,BOOTS,4 RELATED HARDWARE 1 ^
specificoly fumished Dy O�ner,and instoll Owner-fumished moteriols. Fabricotion PNTENNA FRAMES L/"�KE
ConUodor is to mobilize Mithin 7 mlendar doys of the qvner issuing a'SGRY e�d erection of steel items per NSC stondards. Welding shall conform In AWS WAVEGUIDE IADDER
daument Conboctor will immediutely report to Desgner if ony enNronmenlol standords. Fobricatbre sholl be shop Metded ond golronized befae dNivery to slle
considerolions ariu. Ste shall be ecroped to o depth of 3'minimum to remove unless rwted oNenise. ���.
regetalive motttt,and urapings shall be stockpiled on siie. Excess moteriul to be SteN shopes sAoll meet ASTA1 A76 and sleN ppe ASiEI AS}�rode B. SIeN 14947 W WI-27/70
disposed of in acordance rith RFO. shopey ond faDricot�ons sholl be hot-dip golvonized per ISTA1 A123 with minimum CONTRhCTOR SF44L PROVIDE 1NipN15,ll�BpR,7ppL5,TRANSPoR7ATION,SUPERJISION,
EfG 70 NLLY IXECUTE WORK.WpRK REpUIREAlENTS ARE DEfNLED ON RIE DRAWMGS STONE LAKE,WI 54876
02 1100 ROhD IMPROVEqEM h CANSTRUCTION coating thickriess Gmde 55(2.2 mil). Bolts shall meet ASIM F3125 and U-bolis qryD SPECIF'ICATIONS AND SF41LL INCLUDE,BUT NOT BE LIMfiED T0,THE FOLLOWMG
N�A S�E J429 Gmde S minimum.Bolts and hardrom to be Mt-dip gaWonized per�sr� �MS. SHEET CONTENTS:
�153. fidd repoir ot gahon�zed coatings shall be per ASiM A/80. �
0 2000 FMIHWORK k D(CqVATK1N ����
$�p�pppp� OUTLINE SPEGFICATIONS
Evcwation rtwterial sholl he used(or suAott gradinq os necessary,ercess to be ���
stMpiled on site. Excess material to be disposed of in occadonce with RFO.For N/A CABWEf k GENERl�TOR PADS
dewatenng excovaled areos,contmctor shall utffae sock w sedimenl filkr fw SET EWIPMEM GBINETS d GENERATOR
filtennq of roter dischorge. �„�� ROtJIING OF GROUND,POWER,FlBER k p1ARM
D2 5000 PAVING 8 SURFl�CINC N�A SIiE GROUNDING
N�A �OORS A!�IWIOMIARF ELEC?RICA1 k TEIEPHONE SQMCES
INSTALL PNiENWS$Cf�BLE$ DRANM BV: SJD
D2 7800 POWER 70 SRE N/A CABLE BRIDGE k ICE SHIELDS CHECKED BV: 7AB
Contro<tor sholl coordinah the ekctncol service to the builtling with the Utility ROCK SURfACINC REV.A 0422-23
Provider. Conduits sholl include pull slrirgs.UMerqround conduits sholl be 2-1/2' �
Scheduk 40 P/C.(schedule BO PvC u'ka rooEs and drHes) Cabk lo be J/0 09 9000 pAINiING
TFIVM CU. Trmches slall be bockfilkd in a time fashion,usin a com da,ond Con�mctor to crnnpare dmwiiqs ogoinst OMner s'Request lor Omte;(RFQ).It
h 9 P° Controcta s�all provide materiols ond lobor for WI poinling�ndrcateE in the Qscreponcia orise,ConUoctor shall verify with Owner thot Me RFQ supersedes Ne
including Aetatabk ribbon ot 12'below gmde.Service shall be 200 omp,single designa documenls arM shall touch-up construction relNed scropes&scrotches drowings.
phose,120/210 volt Service type sholl be'Generol Tme-Of-Doy'rf available,ond with oppropriote point.
meler base sholl be ppproveE by utilily provider.
Contractar to proriAe ond instoll expansion jo�nt skeve<onnections to pevent
elnercMlai moremm�at uc�iry connecGa,s.
A-10
GENERAL GROUNDING NOTES: �2 SBTC Whip leads SYMBOL AND NOTE LEGEND IFJ�D �DENTIFlCATION g DESCRIPTION: 2s RING TO NfMEST LIGHMING ROD /z sarc
26 LGHfNG R00 Sti5 TO NEIRBY A(iL NFPA 780
M eztemol buned ground ring(Lcad i)sholl be established lVhip'leods shall conned the buried eaternal ground ring to the 1 PoNG,IXiERNAL&1Pom�/RODS �2 SBTC 2� PoNG TO TOWER MNG (2)�2 SBTC
oround the e ui ment cobinets and tower foundotions. Lead 1 �ollowin items: — 1�—�Z SBTC AROUND EWIPAIEHI C/�BINEiS,TOM�ER,OR CUY MICHOR 28 RING TO SHELTER RING 2 2 SBTC
C G 9 lA RING,CONCREfE ENGSED t2 SBTC �)�
sholl be kepl 24'from foundations;if foundotions ore less than � 5/8'X 10"-0'G4VANIZED STEEL GROUND ROD 2 DEEP ANODE(TO IMPROVE OHMS) ROD OR PIPE 29 BRANCH AC PNL TO BT1Y CHG FRM NSTD33-11
46'a ort,kee Lead 1 centered beiween them. I(the tower Monopole Towers: JO BRANCH AC PNL TO OURETS NSTb33-17
P D � 3 PoNG TO BIllG STL FW1uE ;�2 SBTC
base is over 20'-0"from the equiDmenl cobinets,a seporote Three wnlps to flanges on the monopole base,at least 90' O TEST WELL PREFERRED LOCAION �� 31 MGB/FGB TO PWR,BTiY FRAMES �2/0 I-SiR
4 MA1N AC PANEL NEUtRP1 BU$TO 2 GRWND
Lead 7 sholl be esta0lished around each foundolion,ond the Mo °P°�� If none are provided,attach to the baseplale or consuR 32 �31 TO flATTERY CFl4RGER FRPIAE �6 I-S1R
lower monu(achrer. RODS.ISOUiED FR011 LF1D t1 NEC 250.66
lead 1s sholl be bonded wlth Mo parallel leads at leost 6/eet ---- 2$BTC�WHIP'LEAp 33 �31 TO&UTERY RM.K FRAAIE �6 I-SIR
— Y 5 RING TO CROUND 84R 2 2 SBTC
apart horizontolly. Connections between the two Leod 1s shall 34 /31 TO PCU FR1ME /6 hSTR
be bi-diroctionol. Sel(-Support Towers: 6 RING TO EXT A11L OBJECT /2 SBTC 35 �31 TO DSU fRNAE /6 I-STR
Two whips to flange(s)on each tower leg base. If none __�__ (2)�2 SBTC FROM MCB,PGB,OR TGB TO LFAD 1 7 DEEP MlODE TO 11GB NSID33-9 � 3�TO PDU FRNME 6 I-SIR
NI subqmde connections sholl be by eaathermic weld,brozed o��proviEed,oltoch lo the Dasepbte or consult towm 8 AC PANEL TO WATER MEiER NEC 250.66 ' �
weld,w gos-tight UL467-listed compression fttings pre-filled monufaciurec 06 pG HyAC UNR 9 EXf WAffR TO IM WATFR PoPES NSiDJ3-9 37 IACB/FGB TO Bf1Y RETURN NSfD33-14.5
with anti-oxidont compound. Subgrode connections shall pqt be 10 IM WATFR PIPE TO AIGB NSTD33-9 37A NGB/FGB TO RTi!TfRN CMR SUPP /6 I-SiR
'cold galvanize'coated. Guyed Towers: Z1B BC BUIIDING CORNER 11-12 NOT USED 38 FGB TO PDU GB 750MCM I-STR
• Two whi s lo flnn e s on the tower Dase. If none ore 13 AC PANEL 70 MGB NSTD33-9 }gA FGB TO PW GB CARRIER SUPPLY 2/D I-571t
P 9�� Q6 BO BOWIRD / �2 }g pC BUS DUCT TO NIXf SECTION
Lead 1 shall be}'2 solid Dare tin-clad(SBTC)copper wire Drovided,atlach to the baseplate or consult[awer manu(acWrer. 14 MCB FCB TO BLDG STL FRAAIE /0 1-STR �6 I-SfR
buried ot local frost depth. Lead 1 bends shall be minimum Establfsh a Leod 1 wilhln the fmce enclosure of each guy � � ���IDCE SUPPORT POST 14C MGB/FGB TO ROOF/WALL MTL PNL ;�1/0 1-SfFt 4p pC BUS DUCT TO MGB/FGB /6 I-STR
24'radus. 'Whi'leod bmds m be of 12'radius. a��hor,ot least 40 foot perimeter ond having 4 ground rods. 15 MGB/FGB TO FGB-HE S4dE ROOR �2/0 I-STR 41A MGB(GB TO 58 2 0 I-STR
a m OO a aEcrn�cx s�rmcE cRour+o / / //
• �2 SBTC leads sholl extend up,ond be domped(bronze 16 NOT USFD �y-µ NpT USED
Ground rods shall be golvonized steel,5/B'9,spoced Menry feet clomshell or epuol),to any iwo guy wires. NEVER weld leods to � � COMMERCV�L ELECiRIGL MEfER 16A ECPGB TO GBIE ENiRY RACK �1/0 I-STR �5 AWN AC PNL TO BWWCH AC PNL NS7DJ3-11 NOT FOR
opart,or as shown. Rods sholl Ee kept min.24 inches from the guy wires. The leod to the guy anchor'hond'plate moy be 17 MGB TO CABLE SHIELDING /6 I-SIFi 46 BRANCH AC PNL TO Dm OIRLET NSTD33-11
welded. OO FAN GUY ANCHOR PIATE 17�ECPGB TO GBLE SHIELDING 6 I-STR 47 FGB TO INfEG FRM 2 I-STR CONSTRUCTION
foundations.Ground rods ore required to be installed at their full � �
specified length. DepN shall be os shown in Detail 11.1 in lhe Qb FP FENCE POST 17B MGB/FGB 70 F-0 SPLICE SHELF /1 I-STR 48 LEAD�31 TO INTEG FRA1 i6 I-S�R
Verizon Vlydess Standard Oetail Booklel �'s�: 18 LON'ESi MGB/FGB TO NIGMEST FGB �2/0 I-STR 49 INTEG FRM TO EOUIP SHE(F BY FASTENERS
Metol�ic tence within 25 feet of tower Lead 1,or within 6 feet 90 GEN GENERRTOR �g �p�g TO OTMER FGBs,<6' �2/0 I-STR � PDU BTiY REf TO+51 /2 0 I-SRi
SPECIAL CONSIDERATIONS FOR GROUND RODS: of shelter leod t,shall hove whip leods as follows: � GP G4TE POSf,3/�'BRND STRAP TO IFAF 20 AIGB/FGB TO BRANCH AC PNL /6 I-STR 51 �50 TO TRANS FRM ISO DC PWR +6 I-STR
Each come�r post.
When qround rods are not specified to be backflled w/Bentonite � Eoch pair f gute p09�9. OO GPS GPS UNR 20A NEAREST GRND TO DISCONNECT PNL NEC 250.66 52 TRANS FRA1 NSE TO FRN OR fl4R /8 I-STR
Slurry: II boulders,bedrock,a other obsWctions prevmt Griving �Y��ne post over 20'-0�from a grounded post 6 CUY CUY WIRE,AIECH.CINAP pNLY-NO WELDS Za8 CWB TO AC DISTR PNL �6 I-STR 534 NGB/FGB TO PDF/BDFB NST033-22
o(ground rods,the CoMroctor will need to hwe drilling , Each qote leo�lo Its respecGve gotepost using brGded � 21 YGB/FCB TO IN�lULO �2 I-Slit 54 MGB/FGB TO SiATIC DE�10E5 /6 I-SiR
equipment bore a hole for ground rod plocement. Hole to be strap(3/4',GrclaA copper w/lug enAs). � HL H000 OR LOUJER 21A INTERIOR'GREEN'HALO #1 I-STR 55 MGB/FGB TO GBLE AT ENiRY /6 I-STR
hackfilled w/Bentonite Slurry. ' Fences around guy anchors sholl be grounded in simflor Q HB OUTSIDE OF HOFFW�N BOX 218 IHI HALO TO EX�RING 12 SHfC 56 MG8/FGB 70 AC PNR RADIO XMTTR /6 I-S1R DESIGN�
fashion. 21C IM HALO TO EQUIPAIEN�MTL p6 I-SRt S7A MGB/FGB TO CBL GRID/RUNWAY r2/0 I-S7R
When specified with slurrietl Bentonile encasement,drilling Qb �LC IHIEGRATED LOA�CENtER 22 ROOF TOWFR RING TO ROOF GRND NFPA 780 Sfl4/41A TO NSLE FRqA1E �2 I-SiR
equipment will be need to be used to De bore o hole for ground Fuel tanks� 23 MCB/FGB TO ECPGB,SM1E ROOR +t I-STR 59A/584 TO EACH SGL FR�ME GRND /6 I-SB
rod plocemmt. Slurty shall be mode trom NEVER WELD to an fuel enclosure. NEVER � �B �N��� ss�avnuevwewRo.
pellelized malerial Y perietrote Me fuel 214 AIGB/FGB TO C%R-HF UNR PROT �6 I-STR 60-89 NOT USED �eH aaniaie,nnN ssaaa
("Grounding Grovel�;powdered Bentonite is not allowed. tl contoinmenL Aletal tonks sholl hove on whip leod altached. 6Q MU GENERATOR MUFFLER 24 ECPGB TO FACH PROTECTOR lSSEMBLY �{6 I-SiR 90 GENERA70R FRAAIE TO EXT RING �2 SB7C (952)903-9299
boulders,bedrock,or other obslructions are found,Controctor Use an approved domp or two-hole lugcon an wailoble flonge. 24A LOWER PROT ASSY TO UPPER i6 I-STR w�xae.oesicnievcom
QS PGB PORT GRWNO 8PR
shall drill to the speci(ied depth and Drovide Bentonite F 'oment Shelter Platform nd Othe +n al R a' m h
encasements. G� I 60 RBR FOUNDATION REINFORCING
(�ncludino but not I'mted to)� O p5 qppF SHIELD
Above-grode connections shall�e by lugs w/two-hole tongues • E.tend n w Lead 21B up to shelter holo, remakfng tro-woy
unless noted otherw�se,jo�ned to solid leods by.elding(T&B connecGons as neede0. Generotar-equ�pped shelters have 6 Q 58 SiEEL BEAN NOTE:
54856Bf 9ROWN),self-threading (RECOGN/ZED, EM such conn«tions. Connedions within the shelter shall be by GENERAL CONTRACTOR IS RESPoNSIBLE FOR TH E
25220H.75.31�,or 10,000psi crimping(BURNOY YAJC 2rC �ompression;NEVER weld inside the sheller. Q6 SP STEEL POST CONFlRMING THAT THE INSTALIATION OF QL
14E2). SuAaces t�at are galvanized or coated sholl hwe ' Each verticol support pipe of the ezterior cable bridge. Bridge O � ShEL PURORM GROUNDING MEE7S THE VERIZON NEiWORK TOWERS
end shall be kepl at least 6'from lhe tower structure.The S�qNpARD NUNBER'NSR116'DOCUMEM TIiLED
coating(s)removed prior to Dolting. Bolts shali be stoinless �oble hridge shall De jumpered to the vertical support pipes 6Q lEL HOFFMAN BO%
steel with Nal woshers on each side o(the connection and a w�th�2 SBTC ot eoch vertical support p�pe. �CELL SITE AND MICROWAVE RpD10 STA710N
lock wosher beneat�the fastening nuL Stor-tooth woshers shall 05 TGB TOWER GROUND B4R PROTECTION-ENGMEERINC CONSIDERATIONS� LLC
be used hetween lug&dlssimilar metol(copper-to-steel, tc � Opposite comers af the steel equipment platform.
but ore not required between tirclod CU lugs 8 tin-clod CO � Opposite mmers of ihe root shield aver the equipment 06 7NR TOWER B/SE
bus bors. Lu ton es sholl�e coated with anli-ozidant shelter.
9 9° • Each HVAC unit shield,if seporote(moy be'jumpered to � � DIESEL FUEL VENf MPE
rompound,ond eacess compound wiped dean after bolting. The . NOTf: REMOVf G41ViWIZINC FROM PROJECT
mom roaf snield). � (�
connection sha0 then be cooted wlth co10-galvonizing compound, FENC£POS75 IN AR£AS LUGS WRL US-WI-5591
or wiM color-matchin nt. • Eoch HVAC pockoge unit. �: BURNDY
9 P0i • Commerciol electric meter box. Controctor to provide{�2 solid BE INSTALLfO. UGHTLY COAT THE YA6C?TC 14 LOC.CODE:765125
UNDERSIDf OF TH£LUGS W/ O O
Ground bars eKposed lo weolher sholl be tirdad copper,and • Generotor receptade,if present. bare tin-clod(SBTC)wpper CR/MP LUG
• Steel buildin skid,if shelter is metal frome. wire leod from 1 ANT!-OX COMPOUND BEFORE
sholl be dean of ony oxidation prior lo lu9 bolting. 9 / 9round ring O AT7ACHlNG TO POS75. W'O'1
• Each oir intoke or e�houst fon vent louver. to oir wnditioner h ice shield BELDEN
Galvonized Ilems sholl have zinc removed wiNin 1'of weld orea, ' Each generolor vent hood or lower. if provided by VZW. 1/2 0 I.D.
• Generator e:houst stock,edemol. 0 � 7UBULAR WHITEFISH
and below lug surtoce contact oreo. After welding or bolting, . ODDosita comers of generator support frame,if sepamle from BR4/DED
lhe joint sholl De coatetl with cold galvanizinq compound. shelter. TOP VIEW S/DE VIEW STRAP LAKE
• Generotor tuel tank,if separote from generator unil.
Ground Bar IeadS • Host Ouiidinq roin gutteq downspouts,orW roof flashings withln TWO-HOLE 10,000 PSI
25 feet. COMPRESSION FITTING G�1TE BONDED 70 FENCE POST HYfAP CONNECTOR
Ground bors are isolated elecincol from tower bottoms and �(Z) TWO-HOLE 10,000 P51 COMPRESSION FITTiNG 10,000 PSI COMPRESSION Fl7TING
equipment cabinets by their stundoH mounts. Lmds from each ' TNco MPOP(Moin Point of Presence),i(nctemol to equipment UL 9498 L/S7E0 �3/4"BRAIDED TINNED COPPER JUMPER STRAP FI7TING MUST BE UL467 LISTED
sheltec ACCEPTABLE FOR D/RECT BURIAL 14947WWI-27f70
ground hor lo the grounE ring sholl be a poir of S2 SBTC,each . Within ca61e vaWts,one eoch to the lodder ond to the STONE LAKE,WI 54876
connected to leod t bi-Eirectionally with/2 SBTC'jumpers'. monhole rim.
So��s or r2 SBTC moy be requir�ed between qround bon. Leads Ce7MPRESSION C�NNECfiOR DETAILS SHEET CONTENTS:
hall be led lo groun0 bors follows: Note:The door frome is connected to the interior ground halo,
and need no separate conrrect�on to the extemol ground ring. 2 SCAIE:NTS GROUNDING NO7E5
•The Moin Ground Bar(MG8),typicolly mounted odjocent to the
i�c(iocat�on�or�es). Insoection k Testina
•The Port Cround Bars(PGB),mounted inslde and outside on Test leod�7 and ground rods afler installation but before �E R� WELO: THOMAS d BE775, 54856B£ 9ROWNJJ"
Ue equipment shelhr wolls beneath the tmnsmission line port. Deckflliriq or connecting to ony other grounding, CR/MP:BURNOY, YA3C 27C 14E2, )0,000 PSl
Note:Transmission Ilne grounds also attach to the PGBs. using the 3-poinl foll ot potentiol method.Contractor SCREW: RECOGN/ZfO, EM?522DHJ5.312
'The Tower Ground Bar(TGB)rtwunted at the base of the to notify Verizon�reless senior consWction enqineer WELDED,
tower.Note:Tronsmission line grounds also attoch to the TGBs. a�least 48 hours prior to testing.Documenl insiallotion NOT �
und test results with photogrophs. CR/MPED � ` DRAWN BY: SJD
NOTE:Contmctor sholl confirm thot TCBs erist ot 75-foot CHECKED Bv: 7AB
verticol intervals on any guyed or self-suDPort tower,and thot � � ������ REV.A 0422-23
tronsmission I�nes ore grounded to each TCB. Only the
bottom-most TGB is isobled trom the tower steel frome;upper
TCBs moy use the tower steel fmme as common ground,
requiring no copper leods between TGBs. TYPE RR TYpE VS TYPE VS TYPE HS NPE GT TYPE PT TYPE CL LUC
REINF. BAR ROUND SURFACE FLAT SURFACE
� EXOTHERMIC WELD DETAILS
SCALE:NTS
G-1
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GENEFAL(X1HfR/�CfOR 6 R6FONSt&E FOR
WK7i1tlNG TFNT 7HE WSfNUTNN!OF ALL
tl201MpNG YEETS TIE KRIZON NE7WORIC
SGV7WR�IRII�RS�NSfD48'DOCUYQlIS TffL6
'CE11 SIiE AIY1 M�ROWAVE R/�p0 SfAll(Ml
PROlECf10N-Q7qNEFRNIG CONSIDERATIONS�
NOTE:
CONfR/iCfpt SF141 ENSUNE 1HAT FACN MRqP IS
ROUfm TO LEAD 1 Bi TFE SHOHfESf PA7H,A181
BENOS SFWL NOT BE lFSS 71W!12�Po1DIU5
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I SHEET CONTENTS:
: i� �� �� � =��
'� �� ; ��` ^y j SP���r I�; GROUN�ING PLAN
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DRAWNBY: SJD
CHECKEDBV: TAB
REV.A 09-22-23
NORTH
� GROUNDING PLAN �
SCALE:NTS
G-2
GROUNDING OBJEC7 �E
3 TWO-HOLE LUG SEAlED �A�A�� \�A��A,(� �A/�A /� \����`A� �
a �o `--IN ANTI-OXIDANT COMPOUND '��\��%��/����//��/�������/\�/��`T���/j\'��`�i!~
/./. �� /.✓ /� // �/-
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�� II ��P�r co�o-cuv connr+c '
a
r � B2 SOUD CU,TIN-CIAD 0
'� �'6 WC PIPE,GRAY CPDWELD(IYPE GT)
(E�EcrRicu cw�E)Mav �ao i.RiNc
REOUIRE PNNTING �2 SBTC STEEL iHREFDED END GP
���-ST�w� THREADED FITiING
, FASTENERS(NAIL-IN OR �IIIIII ADAPTER
TAPCON)TO CONC.WALL f
roweR � - II cruoE � �z serc�ooa
�� 1
�� �
� 8"0 PVC PIPE EXTENDING NOT FOR
I � CONSTRUCTION
CONDUIT DETAIL � � � � ooww ro�eno �
4 SCALE:NONE �zo � I
� � � /
PNiEN114 TOWER u
GROUND CONCREiE PIER �i � � � /� CUT SLOTS FOR LEAD/1
fl4R
\ CONNECTqN o� 5/8'0 GALVM2ED STEEL ���--
o GROUNO ROD. GROUND ROD
GRADE SPACING PER PtAN ,
( � �2 SB7C UNDER �
' DESIGN�
iI \\ THE RIM FORM
I � . V�RTICAL REBAR 99]3 VALLEY VIEW R�.
EDEN PRPIRIE.MN 553W
I � I953)9�}9289
,�u•�uuPER: � � � caooNo�Nc R��c GROUND RING&ROD DETAIL �^A'DESIGNIEP.LOM
/2 SOLID r/LUG ENDS I OO � �\ 5 SCALE�NONE
RT END POSTS AND ' �
BETWEEN CHNaNELS I �
�
� � �► TH E
� i PIER FOUNDATION TOWERS
i I ��REBAR GROUNDING DETAIL LLC
BRINC TOWER � SCALE�.NONE
&Vi LEAD 5 NOTE:COHfRA(.'fOR SiWl NSfALL
BU55 R4R TO NEARESi GRWNqNG PER VIN'STMlMf�NSfD 46.
LfAD 1 RING
PROJECT
ttPE VS WELD TO US-WI-5591
BRIOGE POSTS 7YPIGL'JUMPFF': GROUNDING TYPICAI FOR SIAB W/3 P�OSED EOUIPMENT GBINETS TO BE LOC.CODE:765125
�2$OLID w/LUG ENDS CPBINEfS AND SIAB W/4 GBINETS GROUN�ED PER MFNUFACNRERS SPECS
I AT END POS75 PND AND ATfACHED 10 MNN BUSS BAR WIOZ
� ,\ B�EEN�c�N�> WHITEFISH
i � I � \ �Zei,o�row R c a°sa�ewi
I , ; I ; LAKE
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( I BRIDGE J i i � •
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f KEEP �i �
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� � �� � U i��� � SHEET CONTENTS:
� � i i \O �/ � i GROUNDtNGDE7WLS
I / l /
� i i i � �'_'� p
I I �/ 0
�� � � � � I� �ur�s Mnv eE�ss new o 0 0 � � �
� I PoNG ND i � FROST DEPTH(12'MIN) �,� o o° -
\ � � � �
i i � DRANM BY: SJD
�Jt\ ; i � gyt ' � CHECKED BV: TAB
\ ( � � ALWAIS POINT LFAD 6 ��: : • REV.A 09-2223
Qj �_-'�WHIP TO NEARESr I 1 I I 1 1 1 1 1 I
� GROUND ROD PROPOSED FNNGER 7X14.5' � � 1 I � � I I 1 MLC 1 1 � I I I
\I GRWND fiW MOIAlIm TO SP�� RB gJ� SP� SP� �m� �Sp �SP SP� I SP� �SP�1F1 �SP RBR� SP�
� EXLSf91C TqYQt MIH UL _C L/ J �� l �-1 Q � � �— �_
/�PpRq�ED Cl/iyp5 1LJi�.1
� TYPICAL CABLE BRIDGE GROUNDING DETAIL � TOWER GROUND BAR DETAIL FRONT ELEVATION � BACK ELEVATION
SCALE NONE SCALE:NONE G 3
SCALE:NONE SCALE:NONE
cEr+Eau NorEs: POWER TYPE:
1)CONIRACTOR TD COORDIH+ITE PUBUC k PRNATE UfIL1IY�OCATES PER i � I i 120/240V,SINGLE
STA1E LAW PPoOft TO IXGVATION. IXIS�ING UiRJ7Y L1NE5 DEVlAi1NG �S PHASE,200 AMPS
FROY TFUT SHOWN HEREIN SFNLL�BROUGM TO THE ATiQ1IlON OF I ���� I PROPOSED 1Y X 30'X 24'
TME DESIGN 1$VZW LONSiRUCMNI ENGINEER.
2)PRIMARY ELFCIRICAL- I ��Bf MPoC�FIBE7t PROVIOER PoGHf WOF AY IM%FR011
SOURCE.ROUTE,DEPTH M!D SPECIFlfATION BY POWER lJI1Litt COMPMIY. � —
3)SECONDnRY ELECiRICAL- I I � �
INSTALL CONWIT 32'BELOW GRADE WIiFi TWO(2)DEfECTPBLE RIB80N5. � �
4)FlBER OPTIC- I � I �--E%iS➢NG PUBIIC RD.w.
INS�PLL CONWfi 36'BELOW CRADE WffH WLL SRtINC,TRACEABLE WIRE I — � �
AND TWO(2)DEfECTPBLE RIBBONS. r
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U � �� I � �
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J .�� osnaartaw emEsrK
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b �i .� ■ i r - 2 PULL OX LOCATION PLAN ��� � �T
� I I � I I SCALE:3/32"=1'0•' 8 ' s•'�• io'e, w I
o c�c� @ a ° ; .� : ; � ' DESIGN
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C� � I I� � � I I � � � ----- - Y �, ( PROJECT
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U � �S� � � � � � r � LOC.CODE:�65125
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n� I � �+����'� � i WHITEFISH
0 � � I�� i ; I -- c�wr+ox.�o�.) � I I i LAKE
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� `� 2 I I STONE LAKE,WI 54876
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� SHEET CONTENTS:
� I ' � � � ��Y� �` I SITE UTILITY PLAN
O � o \ /� __ __ ' I I . � -__
� � � I ENIARGED SITE UTILITV PLAN
O O O O O I � \ I �--J _ _ I PULLBOX LOCATION PLAN
t^ I UGT� UGT— GT� L— a_ •_ x_ • � •_ _=_ x� • I
O � O ',r` �� �UGT-- uGT— UGT�_" I �—_—__———— �� � I
—WT�UGt r�"`T�_ � � ' . PROPOSm I
� DRAWN BY: SJD
_ _ ���•t _ _ � � � —�� p CHECKEDBV: TAB
� �(T��� .: �` . �� �� � � � REV.A 0322-23
�UGT� ��
uc* . w WI-27�70�
� PROPOSm IY%30'%24' � �
i NORTH i ��E I � NORTH
i SITE UTILITY PLAN ��«� /(�
SCALE:1"=50' b ' ri� '�• � ENLARGED SITE UTILITY PLAN ��� / �T
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\ 3 SCALE:1l76••=P_0•' o �' +6• �✓ U-1
ELECTRIC SEfMCE NOTES:
3-1/2'SCH.40 GALVANIZED
PIPE w/END CAP(TYP.) �L ALL ELECTRICAL EWWMEH�SHALL BE INSTALLED IN CONFORNANCE WffM NFPA 70(IATEST REV1510N).THE RESPECRrE
EWIPMENr NMlUFAC711RER'S DIRECTIONS M1D�LL OTHER MPIICABLE LOCAI CODES,LAXS,ORDINANCES AND REOUIREAIENTS IN
0 O O O UNISTRUT FORCE.N!Y INSTrLLUiION WHICM WOUID VOID 1HE U.L.11STING(OR OTHER TMIRD PAR7Y LISTING)AND/OR THE N�NUFACTURER'S
PROPOSED 125A LOAD CENTER, WPRRANIY OF A DE�iCE SFNLL NOT BE PERA/fIIED.
240/120V,10,SW,NEMA 3R
ENCLOSURE SIXIARE D OR I I IENANT/1 METER COORDI114TE ELECTRIC SERVICE WfIH LOGL POWER UTIUTY COMPANY. COORDINATE WIiH IRIUtt FOR MEhR IYPE PND
APPROVED EOUAL CANNECTION.
E1 TOWER LIGHT O O Q PROPOSED 4-GANG MUlll-TENAN7 ALL CONOUR SW�.L BE SFALED WATERTIGHT UMiL FINAL TERMINATIONS ARE AV�DE.
CONTROLLER&PHOTOCELL METER CENTER,800A,240/120V
Qf 70MER IS t1T)18'x24' 10,3W,NEMA 3R ENCLOSURE. PROVIDE PULL CORD IN ALL CONWffS.SECURE AT EACH END.
SOUARE D OR APPROVfD EWAL
ADJUST DEPiH OF CONDUIIS TO PAS$ABpVE GROUNDING SYSiEM.
PROVIDE 18 INCH(MIN.)RADIUS ELBOWS FOR ALL BENDS.
2-1/2'0 SCH 40 PVC (Z)3'�OR(1)6'0 SCH 40
CONDUIT i0 CLOSEST TON£R PVC ROUTED TO POWER PROYIDE PHENOUC ENGRAVED NAMEPUiES AT TME SERVICE DISCONNECi UBEIED:'SERVICE DISCONNECY @'NOTE ENGME
LEG.QF TONER IS Lln SIXIRCE/TRANSFORMER GENERAiOR NEUfRAL IS ALSO BON�ED TO GROUND AT THE SERVICE DISCONNECT.'PROVIDE ADDIPONe1 NMAEPLAlES NOTING
IYPE AND LOCAINMI OF$TANDBY PoWER$OURCE.
I I ( z'e cw+ouiT To NOT FOR
�2 ANG SqJD TINNED EWIPMENT(T7P.) CONSTRUCTION
CRWND LEAD TO
EWIPMENT GRWND RING ►2 AM'G S(N.1D TINNED
IN 1'PYC.CADNE�D. GftWND LEAD ID EWIPNEN7
GROUND RINC(TYP.) Y�COlOIHf FOR 1WN WIPoNC: S�NEB�I..N4IFS
• (2)�3/0 CU
����i� 'i�l��ii�ii�ii �ii�ii�%i��i��i�ii ��i�� • (�)�i/o cu�+�umK �.corrm�c�a+sruu r�a<M waa(aEcrrs�
� � �� � � �, � � � ��� �� . caour�u+c.a eanx+c w rccoanv�wmi r�u
-A ��\�;A�V V A� V�V A V A " � V•` �� ��E��TAT�������
?�ii ��i� �T /i`�i �ii�ii��i�ii� i� �ii� to cw�ras a/�•r caoim wa e�ocx�m�/a��rr o.s.HA r�ax�na+s.
``, ��'> �i�ia���� ��<��. �� ���;������� �i I I ��
`�`�� ��� DESIGN�
s�RHce caouHo Rinc �I %r ��, �� 1i< �� ,�' w/o caaura�� ' �s�o r�'ior o o�°f�sruu ee rn�rm+n an�ss
I� I' I I 2'f CONOIXf: 3 4�COlOIMT FOR STARf qRCUIf M!D
SERVICE ENTRANCE (I I' I�
CRWND ROD 5 8'x8'-0' I I • (2)�3/0 W N�RWNG: 3'u����E���' 9s�3vu�ErviEwao.
� EDEN PRAIRIE.MN 55344
COPPER CLAD(TYP.OF 2) � U : (t)�t/0 qJ IffU1P�1 • (2)16 CA W 4.EWIPIIENf AND W1FRW5 SIqNM N U1ICNAN (ssz7��szes
(�)�� uaa ui uu+us e+c�ruTOR u+o um usm M�r(aR�aaaovm EouK)ro e� �.oE��N,EP�oM
� CAB7ET. DO NOT TfI111YN1E NARMS AT PROJ�ED Bf CONiRICIDR�IqTEO
� 'u��� O71#RWISE.
4-0 4 0' O ��SEE SLAB SUIYY%1 DETMS
e�-°- o TH E
� 3/4Y SF/�1-7RE CONDIAf FOR N�ft1A1G.
`xa",��"�"�'�`��`� TOWERS
P1000 UNISIRUT (2)MARMS,1 FOR POWER FAIL AND 1 FOR POWQt StAtGE
U-BOLTED TO IIBEl BDTH AI/JiMS AT BOTH QIDS DO NOT IERMNNTE
P05n�T1P, MA�S�T AtARI,BLOpC. LLC
�
�O PROJECT
US-WI-5591
���N��� Eq��� LOC.CODE:765125
9NfiE�ND 1N'0 POIf BRFN(ERS FOR
�o CONNEC110N TO UCFifS.PECIIFlfFlS.EIC. �
•� SEE VQGZON EOUIPMENf CUf 51#E75 W I Q'L
FON REQIkRED CIRCUR CONNECIpNS TO
��T WHITEFISH
,rPm ueas er ueF, wuc�x aou�a•�sFx-me ca�ourr LAKE
NEOURtED AT BRFAKER POSIfI0N5 W LC � FDR BRMI(:H CRCUffS.
PROVIDE q1Cf SFAL AT tC Tb SEAL UP '�' O
ALL OPF7lWGS �f.�
ro Zra �asa�w wi-z�no
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SHEET CONTENTS:
'���i ���i��i��i��i ���i���T���i���i�� ���i` �crmcu Ewwmrt usr a Ker
�% �I� /�\/�j���\� \ I I \/�/\/\ \/ I I / METER UTILITV FRAME DETNL
/ � � � .�y�\�\��<\/�j �\\J ELECTRICALONE-LWE
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