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HomeMy WebLinkAbout024-641-05-2301-LUP-2023-361 SUBMIT COMVLETED APPUCATION AND F¢ero: APPLICATION FOR LAND USE PERMIT SawyerCou�ty SAWYER COUNTY,WISCONSIN Zoning&tonservation Depart. S�` ` � 6�a—I a 3 � 10610 Main 5t 5uite 49 o.K se.mv laece��ed� ._%:a:.`:_,.,..,�. -----^� HaVward.WI54843 t'{,� 1 '��y S� V" (715)634-8288 ��Rit -- �,� p � �-►�J , INSiFUCTIONS:No permits wlll be issued until all kes are paid. � nCp 11Y � Clrocks arc made payable to:Sawyer[ounry Zonin6 Department. �� //�---• �O NOi START CONSTRlICT10N UNTII�lL VERMITSlIAVE BEEN ISSUED TO APFLICANI Original Application MUST be submitted FIIL��IN INK (NO PENCIL) 1 s�em��cai ot rn�s acPn�����o�o.,E«,;��or rees does�o.�o�«��,��e oe,mrc��ss�a�«. b Owner�s)Name: Controctor�s�Name Michael J.Anderson & �aura M. Bredemus owerNorth Development, LLC and Verizon Wireles MailingAddress: Maili A ess: 1023 ParkerAvenue Roseville, MN 55113 c�6 ountain Ltd. Trish Gray 26 E. Scranton Av n Pno^e: (651)440-0365 Phone: (630) 746-5433 Em,��: laurabredemus mail.com Ema,,: pgray@mountainitd.com s,t�aaarc�5: �State Hwy 77 Hayward, WI 54842 Oroateapplkdlor: 6 ��1 a� I uga�yp�pp 57-024-2-41-06-05-2 03-000-000010 raW��: Round Lake i Permitdelivery Method r Call Owner �Mail Owner n Call Contractor �lail Contractor Is Property/Land within 300 feet of River,Sveam�mn. Distance Structure is from Shoreline: Is your Property «,,iiif1e��) _� Are Wetlands Creek or Landward side of Floodplain? If yes--mntinue feet in iloodplain presene7 " Shorelaad Z°r°� ves Is Property/Land withln 1000 feet of Lake,Pond or Flowage Distance Structure is from Shoreline: �es If y��s -contmue --► feet (�a No '�. �Non-Sboreland Desuibe Project Total p of Value atTime of ProJe��� Foundation What Type&Capacity is the completion Number bedrooms •�od�.�d=donaced (House,garage,shed,deck, (Basement, Sewer/Sanitary System(s) - of Storie5 Post nddicion,etc..) Crewlspace, tim���s mater�a� ��yY separately Sldb) construction 5 Telecommunication 280� Aggregate; p N/A;no occupancy.Tower and tower concrete pads associted equipment only ���6 5 400,000 Accessary BId6 S N�JI[iOn/AltMtiOn Hetght: TotalSquare Lowest Faotage Gradeto Proposed Use ✓ Proposed Strudure Dimensions (multiply per Highest story) Peak Residence ( X � ft. with 2nd story or loft I x � Ft. ( X j with easement Ft. ( X ) Attathed Garoge Ft. �l Residential Use ACCBSSOIy StfUClllfB�explain) � x � � AgIICU�tU�a� (detachedg�ra(�s,sheds,bwthoufes,atc.) Ft' � x ) Use Temporory Guest Quarters or Bunkhouse�o�de eype) Ft. �[ommercial/ oeck/Corch/Patio ( X � ft. Industrial Use � X � (2"d)Deck/Porch/Patio Ft. � Municipal Use ( 75ft x 75ft 1 X Other�e.Pia�nl Telecommunication tower fenced-in r Ft,280 �' Other ( X 1 Principal Structure lagriwicu�ai,commerdai,Mur�cioai,ecc.) Ft. ( X ) Addition/Alteration�e.piain� Ft. Total Non-habitable square feet: Total habitable square feet: (tlecks,patios,garages,sheds,storage area&other structures) Original Application MUST be suhmitted Attach a Plan or Sketch yaur Proper[y on 8.5"x il"or 8.5"x 14"paper:'Must•Indude loatlon and setback of proposed and ezisti�`sKuctures,roads, dAveway,s+nitsry components,weU,lake,river,stream,and wetlands. DesM tion Setback Setback P Measurements DesMptlon Meawrements I Setback from[he Centerline of Platted Road and/or I Peet Setback from the Lake(ord���,ry n��n�wa�e�mark) Peet Setback from the Established Right-of-Way 130 Feet Setback from the River,Stream,Creek Feet Setback from the Bluff�r,Ppr,�,ni� Feet Setback from the North Lot Line Feet SetbaGk from the South Lot Line Feet Setback from Wetland Feet Setback from the West Lot Line feet Slope within area of construttion/dlsturbance %Slope Setback from the East Lot Line 65.5 Feet Elevation of Floodplain Feet Setba�k to Septic Tank or Holding Tank Feet Setback to Well Feet Setback to Drain Field Feet Setback to Privy(Portable,Composting) Feet Pr�or to the placemen2 or c�ns�ruct�on ofa s2r�,c1„���w�eh,n r�i�e�5)feet of the mininium rry�ired zetna<G,;I�i�buundary line from w�'�ch the set�ack must be measured must be visible(ron„�r,r previous�y surveye0 cori,N�[e tne u�her pre��ousiy�uiveyed comer or markeA by a lic�ns�tl surveyor at the owner's expense. Gnor r���e p��n�er�eni�r�.o ,�uc�ie��of a i[ruct,:-�more chan five(5�feei bUc les>t��eri ten(lOJ feet from[he m��imum re�u�.ed setback,t�e 6ountlary I�ine��om wht�h Ihe setback must be i�]r tli�1 . p� -�V'� .e"o in � ev�o .ly. .�.d , � t I h_�� a tment��;u� n �t ,,.;,f�2.�!t �. �� t Y P � a C:."ected co�-�i Ss f� r knJwn�ornE� ���� , S t;��.'lc�lr�.,i ,� „�!pe l'ld 1�tl�y e 1 cenS_..�i.ve4i�d f f .vri.�_ex��i t� Glculate impervious suAaces.(Roofed,convete,paved,and other surfaces that water cannot penetrate.The Zaning Offlce wn help you determine if a wrface is considered impervtous) Calcutate lot area: Indicate lot size from CSM or NOVUS(circle one�: Acres;Muttiply by 43,560=Lot area: Square Footage Calculate impervious surtace area: Determine the total size,in square feet,of your projects listed above(include eaves): sq ft. Oetermine the total size,in square feet,of al1 existing roofed structures(include eaves): sq h. Determine the total size,in squace feet,of all existing paved/bricked/blocked surfaces: �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 surfa[e Y, (Mitigatwn iz reduired if toUl ezceeds 15%) '•`Notice a separate grading permit needs m be obtained'rf disturbed area is within Me Shoreqnd district as indicated on previous page and mee[5 criteria bebw•'• Greding on a siope greater than 20% GradinR of more than 1 000 Se Ft nn»v�nv i `_ Grading of more than 2 000 Sq Ft on Slopes less than 127' Gradina is m ezcess of 10 000 Ca Ft FA.�,�HC�(��i;gTA�v A�ESh�„"or STqF'�NG CONARUCiION VJI��b:�U;:;VERMIT WI��RESUR IN��ENA�TIES I(we)dedare that this application(induding any accompanying information)has been examined by me(us)and to tbe 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 accu2ty of all information I(we)am(are)providing and Ihat it will be relied upon by Sawyer County in determining whether m issue a permit.I(we)further accept liability which may be a rezult 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 m have access to Ihe above described property at any reazonable time for the purpose of inspection.Additionally,the undersigned person(s)fiereby give permission for access to the property for onsite inspection by Municipal Officials. Senature ���'����'�'� `"' - �-� nnt dname Date ��� ( : i .r .�fi�tE N3 ..., .i_ _ .,.� _' NDl ICk ��.II L ���r I � F•Cn V .r� i� - .-... .,.���i. �.t . .r.Pi.. ..,_ _�,r��i .iLryt:.�i p�.Crsare ea -..fcCitrreThe i �.m D,:e _��. i,. �..-:,,.._ . ��.i�� .�..al��._�,�t rnJ1 2'i r�����.,L�r,li;> �..., You are respoacible for mmplying with the requirements of the Sawyer Counting Zoning Ordmances and taw and regulations of the State of Wisconsin.You are also responsible tor complying with State and Federal laws mnceming construction near or on wetlands,lakes,and streams.Failure to comply may result in removal or modiflcation 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 natural resources service center(608)267-3125 luuance information�County Use Only) Sanitary Number: p of bedrooms: Permit Denied(Date�: Reason for Denial: Permit tt: Issuing agent: Date: �3 - 3� � � g � a Is Parcel a Sub-Standard tot ��'�.Yes �oeed of Record� o Is Parcei in Common Ownership �-�Yes �cused/Comiguous Lorys)) � N � Ba[ion Required ���Yes i:No Is Strunure Non-Conforming !�Yes . o itigation Attached �:�. Yes !. No Gra�ted by Variance(6.O.A.) Gr nted by Conditional Use .l Ves �7 No Case N: , es i�No Gse p: ."QC7 Was Parcel Legally Created ����Yes .-'No Were Property Lines Hepresented by Owner ��:Yes No Was Proposed Building Si[e Delinea[ed ��Yes _l No Was Property Surveyed ����.Ves � Office Comments: Zone Distric[: Fee: ��^e.�-y �n�1 /`e�,�ve.1 � -� . 33�0� Hold For Sanitary: Hold For TBA: Hold For Affidavit �. Hold For Fees: �Feb2021 Real Estate Sawyer County Property Listing Property Status: Current Today's Date: 8/24/2023 Created On: 2/6/2007 7:55:40 AM .•,. Description Updated: ll/17/2015 '�,�.: Ownership Updated: 5/20/2022 - _ _ ___._ Tax ID: 24024 MICHAEL J ANDERSON ROSEVILLE MN PIN. 57-024-2-41-06-05-2 03-000- LAURA M BREDEMUS ROSEVILLE MN 000010 Legacy PIN: 024641052301 Billing Address: Mailing Address: Map ID: .7.1 MICHAEL J MICHAEL J Municipality: (024) TOWN OF ROUND ANDERSON ANDERSON LAKE 1023 PARKER AVE 1023 PARKER AVE STR: S05 T41N R06W ROSEVILLE MN 5511.3 ROSEVILLE MN 55113 Description: PRT SWNW Recorded Acres: 34.890 :,..; Site Address * indicates Private Road _. Lottery Claims: 0 N/A . . First Dollar: No Zoning: (A-1)Agricultural One ,,,.: property Assessment Updated: 7/16/2019 ESN: 2023 Assessment Detail Code Acres Land Imp. ..�Tax Districts Updated: 2/6/2007 G4- 1 State of Wisconsin AGRICULTURAL 14.890 2,000 0 57 Sawyer County G8- 024 Town of Round Lake AGRICULTURAL 20.000 15,000 0 572478 Hayward Community Schoo] FOREST District 001700 Technical College 2-Year Comparison 2022 2023 Change Land: 17,000 17,000 0.0% .. Recorded Documents Updated: 2/13/2020 Improved: 0 0 0.0% _ _ __ __ _ - Total: 17,000 17,000 0.0% �.; WARRANTY DEED Date Recorded: 5/5/2022 438954 ..� MAP OF SURVEY ,,,:. Property History Date _ _._ ____ __ __----_ __ _ Recorded: l2/19/2022 5416-3 N/A .�.� JUDGMENT-FINAL Date 250760 Recorded: 10/12/1995 ��.. �'k��e r ,-, .�'�y�:� 4 .� � i + y,9 h,,��hh�.��r rw`�,f°`�y't�,*r' -t'-'' .g j"�� �,�- s� +.�' t + � 'y � o ..��itt� '� �. fa'r�"''�,�91 ��4,..: �.�'..a .f. �Y �y ���. � g'�.3y�'t , r �y'1,�'[°�,�k }�� � '� .%�l'� �ti SY ..` rl ��� .. l= �� �b _Po �`try � �� i �j21y. .. e :�f 1 .�n:.� �� _��. . � .. L �'�;��' t�4� �'� '�� h�'��. ,. � { r i..' � t ' . � } _ � � �.t- �`�f -�n. '�'F�d �= � �i d. � .;. k' �� ? 1 u �7tiK .{,..i S �. i � � +'� �� � �� +- w � �'� �`,s �xa 7� . '�� � ���1 r �'�`��h 'r � f T ,.�;{ �r.��s �'-iti` ��`� } ��rtT� r- ',�� .,r �j y�x. y .� Ti' ����4' ���;�'' !. `+�3 t �, �a�� �t -�� -_ , ., �. �� � 'L��{y���,,�; � �.k • h..- �.� �e .�� ( . 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LEASING: POWER PROVIDER: JUMP RIVER ELECTRIC COOP,KRAIG C ON STRU CTION TELCO PROVIDER: - SHEET DRAWING INDEX GENERATOR TYPE: DIESEL MAKE: GENERAC T-1 TITLE SHEET MODEL#�. SD030-1 PE-190JT: LP LOCATION PLAN GEN-GENSET-WP-30KW-DSL-1 PH- 190G-AHJ-TANK C-1 ENGINEERING SITE PLAN C-2 SITE GRADING PIAN(SHEET 1 OF 1) C3 FENCE DETAILS C� SITE DETAILS C-5 SITE DETAILS C� CONSTRUCTION NOTES d�.:: C-7 SITE SIGNAGE `'°''� ANT-t SITE ELEVATION E-1 ELECTRICAL NOTES � � ■ E-2 UTILITY ROUTING PLAN E-3 H-FRAME DETAILS E-0 SINGLE LINE DIAGRAM 8 TRENCH DETAILS E-5 SITE GROUNDING PLAN E� GROUNDING DETAILS EX-1 PHOTO EXHIBIT To w e r N o r t h �LP LOCATION PLAN VW C-1 ENGINEERING SITE PLAN 1701 GOLF ROAD, TOWER 2, SUITE 400 vw c-z SITE GRADING PLAN ROLLING MEADOWS, ILLINOIS 60008 VW C-3 EQUIPMENT PAD FOUNDATION PLAN PHONE: (847) 619-5397 FAX: (847) 706-7415 VW C� GENERATOR FOUNDATION DETAILS VW A-1 SITE ELEVATION&ANTENNA LAYOUT 750 W CENTER ST, SUITE 301 LOCATION NUMBER: 713833 VWA-2 ANTENNAINFORMATION VW A-2A ANTENNA INFORMATION WEST BRIDGEWATER, MA 02379 VWA-3 SITEDETAILS PHONE: (844) 748-8878 FAX: (508) 819-3017 SITE NAME: IL/WI / W12_HWY77_RSW �A3A ANTENNAMOUNTINGDETAILS VW A�1 SITE DETAILS VW B-1 EQUIPMENT PAD PLAN&NOTES VW B-2 EQUIPMENT PAD ELEVATIONS S I T E N A M E: W I 2 H W Y 7 7 R S W �E-1 UTILITY ROUTING PLAN VW E-1A UTILITY RISER DIAGRAMS VW E-1 B GENERATOR UTILITY ROUTING PLAN VW E-1C GENERATOR SINGLE LINE DIAGRAM&ALARM VNRING S I T E N U M B E R. Y Y � 1 O�O �E-2 ELECTRICAL AND GROUNDING NOTES VW E-3 ELECTRICAL DETAILS VW E� SITE GROUNDING PLAN VW E-5 GROUNDING DETAILS VW E� GROUNDING DETAILS S.T. H . I I VW EX-1 GENER.4TOR CUT-SHEET DIGGERS H �IN ��°3Wo��� HAYWARD WI 54843 &fore You Oig! � 22"x 34"IS FULL SCALE. lIXl iAEF 1-AOo-N7-l511 11"x 17"IS HALF A . u1r.xu Hu)tw-i�ei roo i-eoo-5�7-am FIBER COORDINATION IS NOT ATTACHMENTS Oil(R UiILRIES NOT NCWOEO IN qGCERS HOTl1NE ANO LOCAL U11LItt �ISIRICiS AND COMPRlIES SHALL HSO BE NOTIfIEO COMPLETE(PENDING FIBER CONTACn. �OF 2 SITE SURVEY PRIOR TO CONSTRUCTION,CONTACT Z pF 2 SITE SURVEY DESIGNER FOR UPDATE. RFOS(BY OTHERS) �i i i � , w I `_ —.— � I 1 � 37.5' � � I I I J � + � 37.5 L—_------ � -- o �� -- ___ --� — i _J I ."- -. _._ : . I L--_— I I i � � 'oo PROPOSED - -- � - - BOLLARDS, � � `� �:-----�- � � I TYP.OF 3. � � __�_— � -- � .� � � � � PROPOSED TRANSFORMER � �� � -- � BY POWER C0. . . . � . . . . . � -� �----, � � I � r I w PROPOSED TOWERNORTH � I I � I �� N FIBER HANDHOLE � � � � � -----1 � i I � I � r---- � I I � �� 1� 1�I � �i PROPOSED -------� � I � � � TOWERNORTH UTILITY � � �� I I � � �� I �� I H-FRAMEMIN.S'OFF � � I _______J U � I FENCE �--- � i L_---� �I _J � i �----� -- L--_--- I I � N � V� � � � 1 5, 12' —_ I I —�� —� 12.5' _��_ ---�— 75' PROPOSED 12'x 30' � VERIZON WIRELESS � �z'S 100' LEASE AREA r----1 � �----,I � '1 �, SITE DIMENSION PLAN � � I � I SCALE 1"=10' �� � 'I � I I � I � I � I � I 1 I' j �I I� i 1� I I 1 � L_---� '� I I L_---� L�-' PAVEMENT MATERIAL ACCESSROAD�HATCHED) i I 342 S.Y. SURVEY PERFORMED BY: _—___ 8"COMPACTED AGGREGATE BASE COURSE,CA-6 _�---- EQ ALI SOOX SUBGRADE GEOTEXTILE FABRIC OR APPROVED M E I�I D I A N LEASE SITE 625 S.Y. I � � �O�I� 8"COMPACTED AGGREGATE BASE COURSE,WITH 3/4"CRUSHED SURVEYING LLC AGGREGATE,NO FINES.OR APPROVED EQUAL.MIRAFI 500X N8774 Firelane 1 Office: 920-993-0881 SUBGRADE GEOTEXTILE FABRIC OR APPROVED EQUAL Menasha, WI 54952 Fax: 920-273-6037 'caii 3 wo�k o�5 300 L.F.OF FENCING eetae You Dig!Y THE CONTRACTOR SHALL INCLUDE AS PART OF THE BID,THE COST BENCHMARK INFORMATION rau�nc +-eao-za-n+i OF REMOVAL OF ANY SURFACE VEGETATION AND ORGANIC SOILS OR yLN.NSA(tlQ S59-II81 OTHER DELETERIOUS MATERIALS AND THE REPLACEMENT WITH SITE BENCHMARK: (BM A) � ,�u2_n� ENGINEERED BACKFILL FOR THE AGGREGATE ACCESS DRIVE AND SET 6" NAIL IN SOUTH FACE OF POWER LEASE SITE.IN ACCOROANCE WITH THE RECOMMENDATIONS OF THE POLE; t1' ABOVE GROUND LEVEL O7HER UIILIIIE$NOT INCLUDm IN DIGGERS HOTUNE OND IOGl UIILIiY GEOTECHNICAL REPORT. ELEVATION: 1442.22' oisTaicis aao couanr�ies sw��usa s�Narmeo ,� SITE PLAN . .-__-----�- 'a"° ���.�-� - - P __--_._ ��� - --�� �\.a.o (r�' I '•'J \�� —� � � \\� \` \ . . `3�10 `v- � _ �.�. � `�Mo ii��7���(PUBLIC ROADWAY) — - � i� �3,� ___T��----- �! � H, / � MATCH / �=m----� S' EXISTING / _�---- \�.,9 - _ -� - _ -� ���� - _._--� _ �� ��---- - —� _ _� _ / �' --_______ ----,- _ -"_ � _ -_ — �� ;' MATCH a="� ___ — — __,- ��- .�' � EXISTING - `- -� � � -. - ,„� "�J /� _ . .. . O . - . . �- _'�' �"_ -- _ _ - 3w ..C,' / —��l—_�-- ', O. � �=' . � � — �� __ _ , � - ;. i —._ . . _—�' -- �- - . 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PROPOSED SELF SUPPORT n�.r�piq m-nei � � � � �� _J -P/GR.4DE AT TOWER=1439 roo i-eoo-Hrare � � �� -- � 1. L___--- � -TIFOUNDATION=1439.50 I _J ` I O7HER MLIIIES NOT INCIUDED IN pGGERS IqTL1NE M!D LOGL UiNtt PROPOSED 75'x 75� M �—-- -�- __ � DISiPoCTS M!D COMPMlIES SWLI ILSD BE NOIIFlED TOWERNORTH � 7 ' -_ � CHAIN LINK FENCE i 9"'9 C Z,;, COMPOUND �'� , _ LEGEND �_. i PROPOSED GROUND DRAINAGE FLOW DIRECTION ARROWS � 'w � 1 � � f- DRAINAGE DIRECTION ARROW � � .. 0.00% � t� � GROUND SLOPE%WITH DIRECTION � �--H► SUMMIT DRAINAGE DIRECTIONS n _ r----1 I I �i i � 11 �� 1 PROPOSED 100'x 100' �� EXISTING GROUND DRAINAGE FLOW DIRECTION i TOWERNORTH PROPOSED SPOT GRADES i � I� � 1� LEASE AREA. 1 � � � � 0000.00 PROPOSED ELEVATION �� I � I i � � � � � PROPOSED LINES PROPOSED 12'x 30' � � � I � I . VERIZON WIRELESS i � � 11 � I � � � I � L_--- - ---- PROPOSED GROUND RIDGE LINE LEASE AREA I L____ 1439 000 PROPOSED CONTOUR o � EXISTING CONTOUR �� � �i PROPOSED CULVERT&END SECTIONS -i 1439 / 1 % I � � 1439.75 _�--- '4�'�-� �--� SURVEY PERFORMED BY: _ �_— _ _ _�-- _ MEl�IDIAN --- � SURVEYING LLC N8774 Firelone 1 Office: 920-993-0881 1 Menasha, WI 54952 Fox: 920-273-6037 I BENCHMARK INFORMATION SITE BENCHMARK: (BM A) SET 6" NAIL IN SOUTH FACE OF POWER � POLE; ti' ABOVE GROUND LEVEL _ ` � ELEVATION: 1442.22' � � SITE GRADING PLAN 00 �j 4U U.U.F'IF't ' 1-1/4"CENTER RAIL � 3/8"0 STEEL TRUSS ROD Q � SCH.40 PIPE(1-5/8"O.D.) � WITH TURNBUCKLE AT Q J N 1-1/4"BOTTOM � ALL GATE CORNERS& c� #9 GA.2"x2"FENCE RAIL SCH.40 END PANELS WIRE FABRIC PIPE(1-5/8" O.D,) #1 GA.GALV. �� � •' �`—",� . TENSION VNRE „a � , - - � , v� ;._�A I I� -���� '�.. ' ��� I I `���-� ��� . . . CONTINUOUS =�-_� - � .I I V�\��VA \�\ \ \ \ \ \ \ v� � I� . . ._. I \ \/\ \ \ I � ��� ���� I I � Q ��/��/ . I I /�//�/��/ i'/�%/�%/�%��%��/\/�/�%/�/\��% � II \\��� v N °I I 1"CROWN a I I � •l I 1'Fi"0 CAST-IN-PLACE �� I�� SEE AGGREGATE �I � I� 1'-6"0 CAST-IN-PLACE � I I' / �D I � '�I I' .�� i i.� 2 0 0 0 P 5 1 C O N C R E T E i � B A S E C O U R S E ��i I- 2000 PSI CONCRETE �I I-, SEE AGGREGATE� �I I�,. .va. FOUNDATION � DETAILS u FOUNDATION U BASE COURSE DETAILS U FOR CORNER AND GATE ° °� � FOR CORNER AND GATE �� � ° � POST(TYP.) POST(TYP.) 10'MAX 1'-0"fd.MINIMUM 1'-6"0.MINIMUM ,� FENCE POST DETAILS 2 12'-0"DOUBLE SWING GATE N.T.S. N r.s. 3"SCH.40 PIPE (3-1/2"O.D.) CORNER 2"SCH.40 PIPE (23/8"O.D.) INTERMEDIATE POST 1-1/4"CENTER 3/8"0 STEEL TRUSS NOTE: RAIL SCH.40 ROD WITH GATE HINGE BOLTS SHALL HAVE THEIR PIPE(1-5/8" TURNBUGKLE AT THREADS PEENED OR WELDED TO O.D.) ALL END PANELS PREVENT UNAUTHORIZED REMOVAL 1-1/4"BOTTOM RAIL ¢ SCH.40 � PIPE(1-5/8"O.D.) N � 1'-0"0 CAST-IN-PLACE CONCRETE FOUNDATION LOCKING BOLTS TO , FOR LWE POST(TYP.) PREVENT"TURNWG' F � � '� � 'al I.�� �m > a I I //////\\//\\/\\ I 1 � � ��� I I y\\ / •I I , SEE AGGREGATE o I I � �..�J,.� BASE COURSE DETAILS oaeaqTflszaHouRs � � � � STRONG GATE LATCH v A DAY 365 DAYS A YEAR � ��� r �I I��,�. 1'-6"0 CAST-IN-PLACE 1-5/8"TO 2" Cp�t U 2000 PSI CONCRETE FOUNDATION . Be,f� � °� �� FOR CORNER AND GATE � G.C.TO INSTALL CHAIN y�,p� POST(TYP.) Ei�'PP AND LOCK WITH � COMBINATION 2-0-1� — 1'-6"fd.MINIMUM V onEcn��sisr��i CORNER POST DETAIL �� T STRONG ARM GATE LATCH DETAIL CALLJULIETO�LFREE � N.T.S. N.r.s. 1(e00j892-0�23 48HOURSBEFORE VOU DIG CONTRAC- ______ PROPOSED FENCE DOME CAF NOTE: 4"DIA.GALVANIZED STEEL AGGREGATE BASE COURSE TO TUBING FILLED WITH .� EXTEND 1'-0"BEYOND FENCE. CONCRETE. il CONTRACTOR TO PAINT �,Q„ EXPOSED SURFACE YELLOW -� -- � / / 11 � - - :�� I �� � �/ 1"GROWN ���V�d�O�08�oa p Ooo � ` °°� — �� ������� �i��i��i �� � �i��i� � ��.,�,a��-��`��� � � � \� j �� ` TENCATI MIRAFI SOOX WOVEN �I l� - 8"COMPACTED AGGREGATE BASE COURSE,CONSISTING / POLYPROPYLENE GEOTEXTILE FABRIC, -�1 I ' OF 3/4"CRUSHED AGGREGATE,NO FINES. - OR APPROVED EQUAL CAST-IN-PLACE CONCRETE '�I I-� FOUNDATION �'I I� � � TENCATI MIRAFI SOOX WOVEN 2500 PSI CONCRETE �-I I-•. � POLYPROPYLENE GEOTEXTILE FABRIC, 8 COMPACTED AGGREGATE BASE COURSE,CA-6 �I I:- � � �� , �� OR APPROVED EQUAL COMPACTED SUBGRADE OR ENGINEERED FILL �e I_I.� COMPACTED SUBGRADE OR ENGWEERED FILL - �� AGGREGATE CROSS-SECTION AGGREGATE CROSS-SECTION 10"DIA.MIN. __�� N.T.S. LEASE SITE Z ACCESS ROAD N.7.S. BOLLARD DETAIL 3 N.T.S. 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' . i _ � K�9` ' q � # � : Y I PROVIDE AN EXTERNAL#2 TNNCOATED GROUND LEAD FROM GROUND RING TO I� � � � � � - C � ___�------ � � O9 ALL METAL CABINETS ON UTILITY BACKBOARD(TELCO,ELEXTRIC,BREAKER � � . � ____�.__-- --- �i � INSPECTION SLEE\ PANELS,METER RACKS,JUNCTION BOXES.ETC.)SLEEVED IN CONDUIT FROM I ---- � 5 i SHEET E�FOR DE JUST BELOW GRADE TO SAND CABWETS USING BURNDY TYPE 2 LONG BARREL � ---/-�� i � LUGS WITH NO-OK OR COPPER SHIELD �-- r� -�� � g � � ��� I I i �J �� ______-� � ELECTRIC METER AND ELECTRIC SERVICE GROUNDING I 1 �� 1 I �� COORDINATE ALTERNATE WITH PM � � r I i 1 GROUND UTIIITY i 10 i H-FRAME POSTS AND i __-------1 � GROUND FENCE GATE TO � 11 24"x 30"x 24"FIBER OPTIC HAND HOLE EQUIPMENT CABINETS � r-- I � GROUND RING i �i I i � I � 12 MAINTAIN NJO FOOT DISTANCE OFF OF STRUCTURES. �� I �� �� �I ____J 6R1 7" 13 GROUNDCHAWLINKFENCE(TYPICAL)EXOTHERMICCONNECTION I �i II � ��� L------ �i � PROPOSEDTC (TYPE VS)GROUND FENCE POSTS WITHIN 6 FEET OF PLATFORM AND 25 � � � / � i FEETOFTOWER. �i � _ ___----'� i � 7 � 14 PROPOSEDTOWERGROUNDRING �i L----- i \�� � � i � � i i i �� i 15 PROPOSED COMPOUND GROUND RING i i � � i I � ///��� � I 1 EACH TOWER FOUNDATION TO HAVE AT LEAST ONE ANCHOR BOLT SELF-SUPPORT TOWER li �� \� � 16 BONDED TO TOWER GROUND RING WITH#2 TINNED SOLID COPPER FOUNDATIONS, i � li 2 CONDUCTOR TYP. OF3 �i �� � � i � --- i � �� -------�----- i i �--- i i NOTES: �' � ; ��\ ' � n2 nwc 15 � i � i (UNO)(G 1. CONTRACTOR TO INSTALL GROUND RODS AS NEEDED TO PROVIDE II __ i �\ 16 i RECOMMENDED RESISTNITY.REFER TO ELECTRICAL AND GROUNDING I -y � —�------- � �i i NOTES ON SHEET E-1. � � � � � I I 2. CONTRACTOR TO INSTALL HANDHOLES AS NECESSARY PER LOCAL UTILITY � REQUIREMENTS. 1' I 1 � � •o _ ----�----------__ �---__--�I il1 i 3. ALL GROUNDING CONDUCTORS ARE#2 AWG SOLID TINNED COPPER WIRE � � --�- � r--- -� I 1 � BARE,UNLESS NOTED OTHERWISE. 4 �� �I 1 I� � � � 2 � �1 �I II �� �� �i � I i i i 14 i � I I � i i � i i i 1 � � ' � �� I�� I�1 II �i i i � I � � �� i i I � I � i I � � i � I� I� � � 1� 1 i �i i i i i I � I i �� j � �i �� � L------J i 3 EXTEND#2TINNEDCUWIRE I --� '� -L=- ____-----�' I G S N �IN FROMGROUNDRINGTOFENCE � � --- --- - � ___ ______ ____ POST,EXOTHERMICALLY WELD �� -�- I � I � _____�--- -- 1 �Call 3 Woh DaYs ---- Before You Dig! �-- �� ,�z,z�„ GROUND ROD(5/8"x10'LONG r�.wv,p�q us-uei COPPER CLAD SPACED 20'O.C.) llq 1-Epp-NI-2269 I OiHER u1RJtIES rqi INCLU�ED IN pN:GERS HORINE eNU LOCAL U71LIiY � —�� _�� OISTRICi$NID C011PIWES 4VLL AL50 BE NOTIFYD ��— —��� --���� ��� _ LEGEND: ___�--�— [_� GROUND BAR OR ARRESTOR BAR _� SPARE GROUND LEAD � 5/8"fd x 10'-0"GROUND ROD ■ MECHANICAL CONNECTIO � GROUND SYSTEM TEST WELL --- EXISTING GROUNDING NO • CADWELD OR APPROVED CONNECTION --- NEW GROUNDING � SITE GROUNDING PLAN S SCALE:1"=5' ON - -- - - �3�0 ' n�J'7��_--(PUBLIC ROADWAY) --- -- _ - -S.T.H. � � ______--- ��=;,��1 - PROPOSEDTOWERNORTH ���� __�_� � � � � _ _ _ _ — — � FIBERHANDHOLE � �'"� I _ _ — — — PROPOSED(1)4"FIBER — CONDUITS WITH MULE TAPE �- FROM COMPOUND HANDHOLE ���'� TO TELCO CABINET MOUNTED PROPOSED FIBER HANDHOLE ---��--- ON H-FRAME(XXt LF.) — BY FIBER PROVIOER _ r-- �—��— PROPOSED MULTI-TENANT � i __�� —�� � � I H-FRAME � �� s ._ i I � i PROPOSED TOWERNORTH FIBER HANDHOLE"MEET POINT" : �'� 2 UTILITY ROUTING PLAN A� SCALE 1"=5' Iv I I I PROPOSED(2)4"0 CONDUITS W/(2) � � 1-1/4"INNERDUCTS W/PULL ROPE FROM I TOWERNORTH FIBER HANHOLE AT - R.O.W TO TOWERNORTH FIBER $: , I � HANDHOLE AT COMPOUND BY G.C.(VZW � TO OCCUPY I � 1 CONDUIT.FUTURE CARRIERS WILL OCCUPY SPARE.)(158t�.F.) I I: .. PROPOSED PRIMARY EXTENSION BY POWER � PROPOSED FIBER HANDHOLE PROVIDER.G.C.TO INSTALL Ij � BY FIBER PROVIDER (1)4"0 SCH 40.CONDUIT W/PULL ROPE(152't LF.) � � '� f PROPOSED FIBER CONDUIT �� � � BY FIBER PROVIDER --_ I � _T_ ..�.. --"' . . . .. PROPOSED TOWERNORTH :.���� � � FIBER HANDHOLE"MEET POINT" ..�. �:�. 1 � PROPOSED(2)4"0 CONDUITS W/(2) --� r —, I 1-1/4"INNERDUCTS W/PULL ROPE FROM �� � —, 1 � TOWERNORTH FIBER HANHOLE AT I _� � L_--- R.O.W TO TOWERNORTH FIBER PROPOSED MULTI-TENANT �--- HANDHOLE AT COMPOUND BY G.C.(VZW DIGG S H �IN H-FRAME TO OCCUPY i � t CONDUIT.FUTURE CARRIERS WILL � � OCCUPY SPARE.)(158t LF.) 'Call 3 Work Days � Before You D�g! PROPOSED 2"SCH 40 UNDERGROUND PROPOSED PRIMARY EXTENSION CONDUIT FOR TOWER LIGHTING FROM 101�`"� �-°°°-21P��� UTILITY H-FRAME TO CLIMBING LEG OF r—� r—, BY POWER PROVIDER.G.C.TO mo ��i��eoo-H:�z� TOWER � I � � I� INSTALL(1)4"0 SCH 40.CONDUIT � I I �I � � i � WI PULL ROPE(152't L.F.) u � � � O7HER UtR111ES NpT INCLUOEU IN DIGGERS HOiIME OND LOGL UIILIIY � � � OISTRICIS M!D CONPMlIES SfWl!�l$p BE NOiIFlED � L—J L J NOTES: GENERAL CONTRACTOR 8 ELECTRICAL _—___ i . CONTRACTOR TO USE EXPANSION COUPLINGS FOR _�-- ALL UTILITY CONNECTIONS ASSOCIATED WITH THE EQUIPMENT PAD.UTILIZE A CARLON EXPANSION COUPLING(NNWV.CARLON.COM,OR EQUAL)W/A MINIMUM OF 4"TRAVEL LENGTH.GROUND CONDUCTORS FROM PAD TO BELOW GRADE TO BE INSTALLED WITH A SLACK LOOP TO ACCOUNT FOR UTILITY ROUTING PLAN 3 UTILITY ROUTING PLAN ANY POSSIBLE FROST HEAVE. � SCALE�.1"=5' SCALE:1"=20' O W _ N Z � 7 N LL �(7 Z Ow W W� ov~i0w zg Z}�� W U � =N Q� LL K 3 �=�Cl ZO O U' Z� JZ � N.7 O a Z� � J� ¢ W}LL Q O aLL�m� U(n N � w��a oJ W N W 0 J� N Q Q J 0 J~� a~ W Z� O� � � ��Z? �a � p, p��� a_. Z W W U W F- l� f��Z N H � O Ot~n0= O � � �m Y— � a a O m J � Z O F = > 4 � w n % - � ; _ — W � - - — - --- � _ - -_ _ — � - i 2 � \ - � � � F a� � O ¢ Z N 'l'��V,OLZ=SVNN3INV 33SS31 03SOd02id j0 2i31N3�3Hl Ol 3�NV1SI0 �l'J�V,SLZ=2i3M0112iOddflS'�13S 43SOd02id�OlHJ13H �I�J�H�OBZ=32i(11�f1211S�O 1HJ13H llHN3�0 _ __ . ._..__ _�-- i � -_�------- � -- , � � � � PROPOSED TOWERNORTH � � I FIBER HANDHOLE"MEET POINT" � BY TOWERNORTH � I I � I Il __ __ � __—��� I - - I -- --- --- aOF;�''7' � � � PROPOSED(2)4"PJ CONDUITS W/(2)1-1/4" � . , ' � INNERDUCTS W/PUIL ROPE FROM TOWERNORTH FIBER HANHOLE AT R.O.W TO TOWERNORTH FIBER . . � . � HANDHOLE AT COMPOUND BY TOWERNORTH G.G - (VZW TO OCCUPY t CONDUIT.FUTURE CARRIERS _ � WILL OCCUPY SPARE.)(158t L.F.) ' . ' . . � -� � . :�: � � . . . �_�—, .. � . '—�y,J-i-_—�'.�__ . . . . ... . . _— � • � . � . . . . . . . . . . . . .. . � . . � . � � . � . . . . . . I � � � • � PROPOSED TRANSFORMER BY � � � POWER C0. � i PROPOSED TOWERNORTH FIBER _---� � HANDHOLE AT COMPOUND BY r'- 1 � TOWERNORTH ____--� I I � r--- I I I PROPOSED UTILITY � I I � � H-FRAME.BYTOWERNORTH � I I � ---J � I I �-- � �� I _J � ��---___ I i I PROPOSEO 3"CONDUIT WI(3)#4I0+ I I �i (1)#2 GD;BY G.C.(60't L.F.) 1 �.I ' PROPOSED(1)4"0 CONDUITS W/ � (2)1-1/4"INNERDUCTS W!PULL I ROPE IN EACH BY G.C.(65't LF.) f � Iml � � �----� � _. �----� i i � � -- i � i � i r I i il i i i i � I � I � I � � PROPOSED(11'-0"X 4'-0") � !, �� I �� I � LESSEE CONCRETE EQUIPMENT � I � I � PAD W/4'H-FRAME � I � J � � � I L_--- i � L--__� IG H �IN � NOTES: PROPOSED VERIZON WIRELESS GENERATOR � GENERAL CONTRACTO 'CaN 3 Wak Days MOUNTED ON(4'E"x10'-0"j PAD � ALONUTILITY CO NECTI &fae Ya Uig. m�ncc i-eoo-za-as�� �� COUPLING(PNNVW CAIRI ""�"�`�"'>�-1°' -�� I MINIMUM OF 4"TRAVEL mo i-eoo-Hx-� I __--�� CONDUCTORS FROM P UTILITY ROUTING PLAN INSTALLED WITH A SLA O1HER UIN111E$NOT INCLUDEO M pCfAS HOILINE ANO LOCAI UiRltt � ANY POSSIBLE FROST asrPocrs�xo courur¢s swu Kso a�rannm SCALE:1"=5' :,,, O '� � j � O INTEGRATED LOAD CENTER INTEGRATED LOAD CENTER O O {�, i �i � � � � °r CHARLES CUBE RL100 ENCLOSURE(BEYOND i` .- TOP OF PLINTH coMrnscoPe connMscoae FuruRE crnc�a-aee cMc�a-sse # TOP OF PLINTH ELEV:=t1'-2" cnewer enrreRv eouiPMENr . e e. ,se . ELEV:=t1'-2" ON B"PLINTH CABiNET CABINET � O oN e PUNrH. oN e PUNTH � TOP OF FOUNDATIOP TOP OF FOUNDATION . _ . . . • • • � ELEV:=t0�_6�, . . . . . . ELEV:=t0'-6„ � GRADE GRADE ELEV:SEE CIVIL DRAWINGS I I I I ELEV:SEE CIVIL DRA 2�-0�� Z�-0�� z�-0„ 1' 11'-0"CONCRETE PAD 1' 4'-0"H-FRAME 4'CONCRETE PAD � EQUIPMENT PAD ELEVATION EQUIPMENT PAD ELEVATION � � 2 SCALE.N.T.S. i � SCALE N.T.S. � � � ..�. i i.o� 2 � I�� ti^y� \ \ � LIGHT MOUNTED TO POST GPS ANTENNA — GPS ANTENNA (TYP.OF 2) � ATTACHED TO CANOPY POST ATTACHED TO CANOPY POST ' 24"WIDE ICE BRIDGE — 24"WIDE ICE BRIDGE 24"WIDE ICE BRIDGE LIGHT MOUNTED TO PC (TYP.OF 2) P1000 UNISTRUT WITH ENDCAPS(TYP.) �� 0000 COMMSCOPE CHARLES CUBE RL1003 �� o o �. � � , � � CMC74-36B FIBER ENCLOSURE 8 � � � ��� � � BATTERY CABINET 0 o O 0 o O ' ^t ' ' �COMMSCOPE COMMSCOPE � GROUND BAR e��+�wew 8 cMc�a-ase cMc�a-3se � FuruRe , � � � E�UIPMENT � BATTERY � CABINET CABINET oo CABINET 12"x12"z6"NEMA-3 DRY � ° o TOP OF PLINTH TOP OF PLINTH CONTACTALARMS FOR ILC e+OOe+e a 8 ELEV:=31'-2" � ELEV:=t1'-2" ANDGENERATOR. � -� �- - � ' OOoo 000 ° ° O �� � TOP OF FOUNDATIO� LL; �� � ' TOP OF FOUNDATION ELEV:=t0'-6" 1/2"U-BOLTS(TYP.) � �^ "' ��- ELEV:=t0'-6" 0000000 ' ` ' GRADE GRADE ELEV:SEE CIVIL DRAWINGS ELEV:SEE CIVIL DRA� z,-0,� 2�-0�� 2�-0�� 4'-0"H-FRAME 1' 11'-0"CONCRETE PAD 1' 4'CONCRETE PAD �,,, EQUIPMENT PAD ELEVATION 4 EQUIPMENT PAD ELEVATION `� SCALE:N.T.S. SCALE:N.T.S. [ �.s- , _- --._ _ .. q . . . . , , CUBE p RL1003 a q FIBER a FU RE MM OP OM COP W - NCLQSURE w � ABI T� � � C C74- B • C74- E \ � �� �N a��ruN I H �H Y P - 24"WIDE ICE BRIDGE z CABWET CABINET -� I � � � � ON "PLI H . ON "PLI H � ' . O WT GRATED q LOAD CENTER v d , - -�; �' I i �. - . .�--r f,a^� V . � GPS ANTENNA ATTACHED � TO CANOPY POST I � � '`\ , � I NEC � LIGHT MOUNTED TO POST I � I�'' � 1 �".�.\\�� '\ I CLEARANCE � I (TYP.OF 2) � . li I� I\ � ZONE I I � � i�_����=�,�� � � � ���f��� I � �-� � � � - - � - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - JI �, EQUIPMENT PAD-LAYOUT PLAN � SCALE�.3/4"=1'-0" LEGEND =CANOPY/CONCRETE PAD NOTES: L._.._._._.__.._. 1. THIS IS AN UNMANNED STORAGE AND EQUIPMENT PAD( � =ICE BRIDGE 2. PAD SHALL BE PLACED ACCORDING TO STATE AND LOCP PROPERTY LINE,INTERIOR LOT LINE OR ANY OTHER BUII 3. ALL ITEMS NOTED AS"FIELDWORK"SHALL BE INSTALLED FACTORY THEN REMOVED FOR TRANSPORT AND REINST 4. PAD NOT DESIGNED FOR INSTALLATION IN A FLOOD PRO 5. THIS PAD DOES NOT CONTAIN PLUMBING FACILITIES. 6. THIS ENCLOSURE IS CLASSIFIED AS USE S-2(IBC.FBC),� 2006-20151NTERNATIONAL BUILDING CO�E 2009-2012 UNIFORM MECHANICAL CODE 2006-2015 INTERNATIONAL MECHANICAL CODE 2004 CHICAGO BUILDING CODE DESIGN PARAMETERS USE GROUP:S-2(IBC,FBC) � U(OBC) CONSTRUCTION 7VPE: V-8(IBC,FBC) OCCUPANCY CATEGORY:II ROOF LIVE LOAD: 81 PSF FLOOR LIVE LOAD:986 PSF 6ROUND SNOW LOAD: 96 PSF(N/A FOR FBC 2014) WIND SPEED: 150 MPH/EXPOSURE C SEISMIC ZONE FOR SBC&UBC: 4 SEISMIC DESIGN CATEGORY FOR IBC:E(IBC) USE SITE BULLEf RESISTANCE LEVEL 4 FOR 4"CONCRETE PER IBC CONCRETE fC: 5000 PSI AT 28 DAYS CONCREfE UNIT WEIGHT: 115 PCF 6.CONCRETE PAD AND ASSOCIATED EQUIPMENT IS PROVIC SEPARATECONTRACT.EQUIPMENTENCLOSUREINFORN HEREIN IS PROVIDED FOR REFERENCE ONLY AND IS TAK MANUFACTURER'S AVAILABLE DATA. REFER TO CIVIL,Sl ELECTRICAL DRAWINGS FOR WORK TO BE PERFORMED 25°MAX O Q � ;.i� � �r�v,:....�.�..� --, f '� � �� � ��� v��PG � � �� ��� � ' t _ _ � � �N����n�ti _',� �, � '; � � � M � � �i�y �." s,� ��� � / � �� M�� �P i =�� � �� 2� � � -, �" �, �" �" '��""�`,,.� .�:�� � J�,�`�� ADJUSTABLE PUCK(TYP.OF 3) �' q-� � ��� � .�� '.� � �� �' ' � �� � /r � �= SITEPR01 MODEL# PUCK :� `i �� _,� ; � �� (IF REQUIRED) '' � ` `, ��� �� ,� D��' . i N � _ I "� ,�„ � �, _� :_ . � �_� m � � , . V � �� �' cn p` SABRE SUPPLIED STABILIZER ARM � %*- , { - STABILIZER ARM TO TIE BACK � D �.. (TYP.OF 3) ; ,,r _� . TO TOWER LEG ONLY � m � � ��� `�''f ,, " ', t ,s, �-�.a�<.__�- STABILIZER ARM SHALL NEVER � � s - TIE TO TOWER DIAGONALS �;�; � � � = , -� �.. , � � � - 1 ;�` ' IF REQUIRED,ATTACH STABILIZER ARM AT END OF �'�`"'�.� " � FRAME TO MAXIMIZE CLEARANCE FROM � ' � , �� RRUS/RAYCAP WITH THE USE OF ADJUSTABLE PUCK X � (SITEPR01 MODEL#:PUCK)AND UNIVERSAL STIFF Q ARM ATTACHMENT(SITEPR01 MODEL#:SAM-U) � � � "' , NOTE: UNIVE N �NP.� UNLESS SPECIFIED DIFFERENTLY IN RFDS,G.G SITEP TO MOUNT ANTENNAS WITH 700 TECHNOLOGY NOTE: ON OPPOSITE ENDS OF FRAME. PLAN VIEW REMOTE RADIO UNIT WITH A2 G.C.TO ADJUST HEIGHT OF MOUNT BY+�-6" � SCALE: N.T.S. CONFIGURATION SHOWN IS CONCEPTUAL, UNIT MOUNTING LOCATION PANEL A AS NEEDED TO AVOID CLIMBING FACILITIES. (TYP.OF 6) (8'PANEI G.C.IS NOT TO REMOVE OR DAMAGE CLIMBING AND IS MEANT TO DEMONSTRATE REQUIRED MOUNTING LOCATIONS.REFER TO SHEET FACILITIES OURING INSTALLATION. ANT-2 FOR ACTUAL EQUIPMENT QUANTITIES REMOTE RADIO UNIT MOUNTING LOCATION (TYP.OF 12) 2 ISOMETRIC VIEW 3 4 5 8 - � ��� � � ,o SCALE� N. . . 72 " �g 18 19 O� - � �' � � _.l ...,L._.� ..� �: . �_!-.._ i._ .. a . � � � • f �� I s �'s°�` ��� � 13 ��� ���`��� � ����- � � i� � � , � ;� �� � — _ -�? �= ,� q � � , 'r' �,��'. :1, 9\� � *' , A : t..�';: �ee �ceie� � - ��ti`�> 1-WELDMEM,STAND OFF � - " �, :� � � � 'e� � � 2-VJELDMEM.FACE PIPE 11 � � .}��;, �,�, � � �� �". � �ry 4 PIATEPIVOTING(UPPER) '. � �� ...��� . _ 5-Pl.4iE LEG CIAMP(UPPER) 14 � `�� � . �^..• " ' . r.` _._.. . , . �'�y". �. 6-PLATF.PNOlING0.0WER) . l--F�� � � � .. . � . .�. �- - • �'� �T � • 7 PLATE.IECCAAMP�WER) ,. . . ,.. r . ..1 �i � . �.' � ' � �'�....�� B PlA7E.LEG C1.4MP CIO 9 o �� 0 RATE,ilE BAq(CIAMP 3 6 7 8 �,� �. 11-PIPE TIE&4CK i �. 12-BOLT PSSEMBLY.1 DIA.x 3 A325 T , 13-BOLT ASSEMBLY.5/B D W x 8 A307 � 74-BOLT 0.SSEMBLV,bJB DI0.x 41/2 A325 • 15-BOLT PSSEMBlV.5/B DW x 2-1/2 A325 �� 16-BOLT PSSEMBLY,5/B DW K 2-1/4 A325 17-LLBOLT ASSEMBLY,1/2 DIA z 2-0/16 GC 16 � 1 E-MOUNT G.hSSIfICATION TAG-C10B57p01 C -2,�r pEGRE 19-STAINIFSS SiEEL SELF�OCKING CABLE 71E FRONT VIEW SIDE VIEW SECTOR FRAME DETAIL 3 SCALE N.T.S. 4 SCALE N.T.S. ��� SCALE N.T.S. OVERALL HEIGHT OF STRUCTURE=280'A.G.L. HEIGHTOF PROPOSED SELF-SUPPORT TOWER=275'A.G.L. DISTANCE TO THE CENTER OF PROPOSED LESSEE ANTENNAS=270'A.G.L. � � Z `-' O � � � \ � m � �., ,- -- _ - � _ - -- ---- -- .— Ic —�- -- ._-- --- -- :�L_- - — - --- m m � _� �- --- = r � � / �� m � � � i / b D ` � _ —i O z -��o� W� � �{cWno �o 0 2�-iv p5� Z �'Zc� r,�� z �mc�m m ���o po � �W v vry �t� nZ�� O� � y<.l7 DN7J .Z1 T7 �Z_ � Ap� ��� �� C��� �T � �m D m� 2 D m� A m� Z� m��< c a' m c�m m �m-im � {Z O =O O �O m O O r � ��n TZ^ O� �m�'n O S A2 An� fny Tt<m� 7J �=Z m m o �m D O�_ � z r mX mG'7 �zG�� O -r� Z fT1 A �C p p 2 m � o � Qb o �� m p T C,� D m ��v>x � � m � z ��<z � m mC' �p�� � m Z D� 3 Z � T{ �. �� (n � O O � � m m v� � _ m 0 i i 30.6"TANK STUB-UP AREA � PROPOSED 30KW DIESEL 2.4 SOUND ATTENUATED LVL2 E 190 GALLON U.L.142 FUEL TP � FILL FUEL BOX 4���� - . LIFTING BRACKETS 15.1" � �(4-PLACES) PRIMARY CB � 0 40X60 SLOT CONNECTION r� � ;LSA"x 2.36"] BOX OPENING � I O o Q O � o OUTLINE OF STUB-UP AREA F PRIMARY HIGH VOLTAGE o o (1)2-1/2"CONDUIT FOR MAIN STUB UP AREA W/ o � ' ' � (1)1"CONDUIT FOR BATTERY GLAND PLATE o (1)3/4"CONDUIT FOR CONTR� LOW VOLTAGE (1)3/4"CONDUIT FOR ALARM. STUB UP AREA � � N (BASETANK MOUNT) o 1"CHAMFER(TYP.) LOW VOLTAGE � CUSTOMER �. , (2)#5 REBAR CONTINUES CONNECTION BOX � � � � 3"COVER ALL SIDES(TYP.) 0 a _ a m - � . . p . . . . . p_ .. . w � GRADE � w D o � ,q c� o Vo�� �� 0 p , D o0080 0�°o° � w OUTLWE OF PROPOSED I I I I I—I I I D - T06' ° I I I I I—I I Q � GENERATOR 30KW I I I—I I I—I I°- � - � � � � � � � � ... - — — a ', '�,.. DIESEL � I I I I I I ' . . . . _,�';. .._ I I I I—� � �I 1=1 I I—I I I I I I I I I� ~ III III_ - - - _ II —III— ¢ — � - �� � EXISTING GRAVEL � I I—I I I=I I I—I I —I I I—I I I I I I=I I I—I I I—I I I—I I I—I I—I I I—I I I—I I I I I I I—I I I—I I I—I I I I—I I I I I I=I I I—I I—I I COMPOUND ' =1 I I—I I I—I I I I I I I I I—I I I—I I I I I I—I I 1=1 I I—I I _I I 1=1 I 1=1 I I-1 I 1=1 I I I I I—I I I-1 I I— I—I I 1=1 I 1=1 I I I I i�I-1 I 1=1 I I I I 1=1 I I-1 I 1=1 I I—I I 1=1 I I—I I 1=1 I I I I 1=1 I 1=1 I 1=1 I I 1=1 I 1=1 I I—I I 1=1 I I—I I I_ I 1=1 I 1=1 -1 I I I i i "_ =1 I 1=1 I 1=1 I I—I I 1=1 I I—I I 1=1 I I— I 1=1 I I-1 I I-1 I 1=1 I I I I 1=1 I I—I I I—I I 1=1 I I I I I—I I 1= , -�Tj=�Ti=���-���-,,-,-iTl=1 I I-I I -I I 1=I i i=i i i-�� �i i i I �i I I I—I I I=1 I I—i�'—i I I— I— MINIMUM 12"BELOW GRAD �'�. � CHANNELS TO BE SET ON TOP OF CONCRETE.E.C.TO SET 1/2"0 8"GRANULAR FILL PER EXISTING SOILS ANCHOR BOLTS(TYP.OF 1D)AS EARTHWORK SPECIFICATIONS REQUIRED PER GENERATOR COMPACTED TO 95%MODIFIED WWF 6x6-W4.OxW4.0 ', ',. SPECIFICATIONS PROCTOR WIRE MESH � � FRONT SIDE VIEW _ a o o p__ o:°� ^ ° 2 TYPICAL GENERAC FOUNDATION DETAIL . - . -. . � SCALE:1"=1' 4.5' CAST IN PLACE CONCRETE PAD DIGGERS H�I�INE NOTES PLAN VI EW t SEE GENERATOR MANUFACTURE'S DRAWINGS FOR PHYSICAL LOCATION OF FUEL LINES,CONTROL AND POWER INTERCONNECTIONS AND OTHER INTEF 'Call 3 work DoYs CAST INTO THE CONCRETE.THE PREFERRED METHOD IS TO BRING THE CONDI Before You 6g! THE UNDERSIDE OF THE GENERATOR(MINIMIZES RODENT DAMAGE).FINISH C( rou rxFe i-eoo-x,z-asn FLEXIBLE CONDUIT PER GENERATOR MANUFACTURES SPECS.RIGID CONDUIT: wwe..xu�np ss�-nei � TYPICAL GENERAC FOUNDATION DETAIL THE EXISTING SLAB,THEN BURIED BETWEEN SLAB AND SHELTER. roo �-aoo-uz-zzes � SCALE 1"=1' Z. -THE GENERATOR SHALL BE LOCATED A MIN 5'AWAY FROM A COMBUSTIBLE W oTHea ununes r+or we�uoeo w oicceas raruNe nNo�oeu urwn -THE GENERATOR SHALL BE LOCATED A MIN OF 3'AWAY FROM A NON-COMBU', DISiRICTS AND COMPANIES SHALL P1S0 BE NOPFIED I o._Q I ,� . � � o I a I . � �. _ . I:�.._Q -� .. h. ��� . :io � �IJ � ... o.� . �.. I o. � I� . . �I . �.a ° I o � . I : � -� �I � I I .. o .,I , � I °p vl� a � �N o. . .I o a .. I a� ' ab . I . � Ia� �o .a I � . vol� � 4 °� �.� �.— � — � a�.�_,°� _ _ �._. � � _a�,_a� � �. � _ � +'�a vl � �o : a-I v . �I o�y. . .I - . .I .o -,� a .. .Iv.' .° - �I- d . .I . ... 'l�o� .a I . I b -a� . . .I � ��o I. . - Q o I a� �� �°.�I. . . � � I.-o . -.a I o . . Ic a I. � _. �I a o 1 . raoa* -°- r°� � - - fi �- - r- �- - t - - �---�— °�a� �- --°�� � L. -L � - � - �' -.L - -� - � -.� -L�=�- �- - J - - -�-e� J . . . o a . a . . . o a ih > EQUIPMENT PAD PLAN FOR SINGLE CABINET ~ SCALE:N.T.S. � EQUIPMENT SLAB DETAIL SCALE:N,T.S. 18"CONCRETE SLAB #4'S @ 12"O.C.EACH WAY TOP 8 BOTTOM 3"CLEARANCE ALL 3/4"CHAMFER TYP. SIDES OF REBAR z TOP OF CONC � M 6"(MIN)ABOVE .�. � � .. � �, ° a ° d a . a GRADE 0 COMPACTED a . . a e . � � � ° . -. a 12"(MIN) I I I— I I- BELOW GRADE SUB GRADE I II I I�I II I I �• � � a • � °° °• I I=I I I= d � — — — — — — -��,—_—_,—_,—_—_-_-_, ,,_,,, -_=_-_-_-_-- PREPARED SUBGRADE COMPACTED TO 96%COMPACTION 6 MIL POLYVINYL VAPOR BARRIER UNDER PAD NOTES: r 1. SLAB TO BE LEVEL(t)1l4". IGGLRS NO LIN 3. FOUNDATION SHALL HAVE A MINIMUM 6"PROJECTION ABOVE GRADE. 4. CONCRETE STRENGTH SHALL BE A MINIMUM OF 4000 PSI @ 28 DAYS. 'Coll 3 Work Days Before Yau�ig! EQUIPMENT PAD DETAIL rou m�E �eoo z��a��� Z SCALE:N.T_S. miw.uae H�0 ass-ue� mo t-eoo-s�z-zzes OiHER UIIl1ilE5 NOT INCLUDED IN pCCERS 1p1llNE PND LOCPL U1RJtt �ISIPoC7S PNO COMPPNIES SHALL I1S0 BE NO71LIm LEASE AREA: � I —�+ -- r - - - . .. - TYP.OF4 � 1 I � �_\ �---------- I � I _J �� � I ------------- - o M � � ____- ___- � �s��9 -_�4 � � I H �IN •caii 3 won oays � Befae You Dq! � mu�c iam-t�t�ii rv.wu(uq xsa-uei mo i aro-5�i-11re __� o a a o ES NDi IN0.1AEp N pGG�S Iqil1NE/Np LOG�L Ml1IY I a OISfPoC�S NA C011PINIES AVLI H50 BE NOiIFlED I �, 0 I � I � �o� I LEGEND _ -- --1 r--- i I I PROPOSED GROUND DRAINAGE I I FLOW DIRECTION ARROWS � �/�� � 1 I I I I f�— DRAINAGE DIRECTION ARROW � I 1 O.00h GROUND SLOPE%WITH DIRECTION � I I F I I � �--H► SUMMIT DRAINAGE DIRECTIONS PROPOSED(10'-0"X 10'-0") �I �I VERIZON WIRELESS EQUIPMENT PAD M� EXISTtNG GROUNO DRAINAGE FLOW DIRECTION -PlGRADE @ PAD=1439.50 i I I -T/FOUNDATION=1440.00 ' �� I I PROPOSED SPOT GRADES i � _ � � � d I I 4 1 1 0000.00 PROPOSED ELEVATION I I PROPOSED LINES i � � I 1 I � I I --------- PROPOSEDGROUNDRIDGELWE �� , � � �I _J 000 PROPOSEDCONTOUR L_____--- PROPOSED VERIZON WIRELESS GENERATOR �---- �-- EXISTING CONTOUR MOUNTED ON(4.5'X 10')CONC.PAD PROPOSED CULVERT&END SECTIONS -P/GRADE�GENERATOR=1439.50 I -T/FOUNDATION=1440.00 � SURVEY PERFORA�ED BY: PROPOSED 12'x 30' i M E R I D I A N VERIZON WIRELESS � LEASE AREA PROPOSED WAVEGUIDE &ICE BRIDGE FROM SURVEYING LLC EQUIPMENTTOTOWER N8774 Firelane 1 Office: 920-993-0881 ' � �'� r i __—__�--- Menasha, WI 54952 Fax: 920-273-6037 _ � J � _�_- BENCHMARK INFORMATION _��--�— II �---_ SITE BENCHMARK: (BM A) _��-- SET 6" NAIL IN SOUTH FACE OF POWER POLE; t1' ABOVE GROUND LEVEL ELEVATION: 1442.22' NOTE: SITE GRADING PLAN PROPOSED COMPOUND GRADI� � TO VERIZON WIRElESS INSTALL i � � �_ — - -- � , o� I . - � o � ; � __ _-- � �, � _ _ _ __ _- - i , _ � �� I '�r � �� I , � - � ^`''" ' I � o �i i --- I PROPOSED � BOLLARDS,TYP.OF 3. � f_�_��— � � BY TOWERNOTH I � � �1 � I i 7't I PROPOSED TRANSFORMER � � � � � I � 4 � . . � . . . . . . BY POVJER CO. �• � 1 o I � � PROPOSED TOWERNORTH i FIBER HANDHOLE, � BY TOWERNORTH —————� � i � r--- i ----i I I A ��, I i—_—___ �I I I N PROPOSED UTILITY �� _J I H-FRAME MIN.5'OFF I I -- � "'- FENCE,BY TOWERNORTH �1 _J L �I 10' �____---- � 6' ia PROPOSED WAVEGUIDE � 8 ICE BRIDGE fROM � E�UIPMENT TO TOWER I PROPOSED 12'x 30' � I i VERIZON WIRELESS i LEASE AREA __, � - � �- � �----� i � SITE DIMENSION PLAN � � � �I � �I 2 SCALE:1"=5' � � � I � � I � I I � I � II � II � PROPOSED(11'-0"X 4'-0") i I I LESSEE CONCRETE EQUIPMENT �i � �� � � � PAD W/4'H-FRAME � � �___—� I � � �____� PROPOSED VERIZON WIRELESS GENERATOR MOUNTED ON(4.5'X 10') CONC PAD I I —-- SURVEY PERFORMED BY: _�__— — —�_ MEl�IDIAN - --- __-_ SURVEYING LLC I HOI�IN N8774 Firelane 1 Office: 920-993-0881 (3)PROPOSED RAYCAP JUNCTION BOXES MOUNTED TO UNISTRUT BETWEEN ICE Menasho, WI 54952 Fax: 920-273-6037 •caii 3 won�ooy5 BRIDGE POST.SEE DETAIL2/VWA-4 Before You Dig! BENCHMARK INFORMATION ,oLL� i-em-z.:-mn rr.�pip 250-uei SITE BENCHMARK: (BM A) � ,��,__� SET 6" NAI� IN SOUTH FACE OF POWER POLE; t1' ABOVE GROUND LEVEL oT�x ununcs rroi u+ttuo�o iH oicc�rs nonr�ua�oc�u�n ELEVATION: 1442.22' o�smicn un cauvuacs swti aso�r+onnco ,� SITE PLAN UNDERGROUNDTELCO —W* �, WW����� � _ — - _.-- '— . — _- --___ �'"_� _ � — _ — UNDERGROUNDPOWER —..�_ �.� � _ _ — ___�_—'— —_ _ � — �`. _I=_-__�_ _ BURIED WATER LINE �--- �:�r .y -- --- � ��r�r�n �p�gLIC ROADWAY) —�-�� _ _ —_ _ �_ -- y -�_, _ 3Ho` o BURIEDGASLINE —„ . ;— �_S,T.H• � � ___.---_�_ — — — � � — EDGE OF BUSH/TREES � - � -----_ — — — _ _ --�r�--#5-4 � _ — — a:: . - --__�.-- RJW LINE - I � PROPOSED 20'WIDE TOWERNORTH �-� R��j�.! INGRESS-EGRESS AND UTILITY EASEMENT '�� PROPOSED 12'WIDE � TOWERNORTH AGGREGATE I ACCESS DRIVE m 0 HEAVY BRUSH -J ` �- PROPOSED 275'HIGH TOWERNORTH � '�`'�� ���'� � PROPOSED 75'x 75'TOWERNORTF SURVEY PERFORMED BY: SELFSUPPORTTOWER ���'�����,� ,� l� ��'���������� LINKFENCECON a —� r—, L_J ME 1-�ID IAN �—J � � � , W000s ;,� �,� SURVEYING LLC L� �� N8774 Firelane 1 Office: 920-993-0881 PROPOSED 100'x 100' M2nOShO, WI 54952 Fax: 920-273-6037 PROPOSEDI2'x30' _ TOWERNORTHLEASEAREA. VERI20N WIRELESS LEASE AREA BENCHMARK INFORMATION SITE BENCHMARK: (BM A) 80' SET 6" NAIL IN SOUTH FACE OF POWER POLE; t1' ABOVE GROUND LEVEL T,4,Y/O 2�024 ELEVATION: 1442.22' P/N ,57-014-2-41-06-OS-2 O.J OOD-OOOD10 � T.4X/O' 2s Pl�OPE�PlY OlyNE� � P/N 57-024-1-A1-06-0 �W/CH,4EL ANOE/'SON&LAU/�,4 B�EOE.f�I/S GENERAL SITE NOTES Pl70PEi?lYc USOsI FOrPEST SElll�lCE Ch'EG 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING PAVEMENT. CONTRACTOR SHALL PHOTOGRAPH AND VIDEOTAPE EXISTING PAVEMENT PRIOR TO CONSTRUCTION.ANY DAMAGE CAUSED DURING CONSTRUCTION w��4 j �, SHALL BE REPLACED TO EXISTING OR BETTER CONDITION AT NO NW�4 N 5�1/4 NW�I ADDITIONAL COST. HEAVY BRUSH 2. THE CONTRACTOR WILL,UPON BECOMING AWARE OF SUBSURFACE OR LATENT PHYSICAL CONDITIONS DIFFERING FROM THOSE DISCLOSED BY � THE ORIGINAL SOIL INVESTIGATION WORK,PROMPTLY NOTIFY THE OWNER � VERBALLY AND IN WRITING,AS TO THE NATURE OF THE DIFFERING � CONDITIONS.NO CLAIM BY THE CONTRACTOR FOR ANY CONDITIONS DIFFERING FROM THOSE ANTICIPATED IN THE PLANS AND SPECIFICATIONS AND DISCLOSED BY THE SOIL STUDIES WILL BE A�LOWED UNLESS THE CONTRACTOR HAS SO NOTIFIED THE OWNER,VERBALLY AND IN WRITING, AS REQUIRED ABOVE,OF SUCH DIFFERING SUBSURFACE CONDITIONS. 1 3. CONTRACTOR TO PROVIDE APPROXIMATE 50'X50'STAGING AREA AND � TEMPORARY ROAD.CONTRACTOR SHALL COORDINATE WITH ANTENNA CONTRACTOR,A STAGING AREA AND TEMPORARY ROAD THAT IS ACCEPTABLE TO THE OWNER.STAGING AREA AND TEMPORARY ROAD I SHALL BE RESTORED TO EXISTING CONDITIONS AS NECESSARY UPON I N LIN W 0 0 D S COMPLETION OF THE PROJECT. 'Caii 3 work Days i FIBER COORDIN/� 4. BEFORE AND DURING CONSTRUCTION,THE CONTRACTOR SHALL PROVIDE &tore rou Digl f ADEQUATE EROSION CONTROL AS NECESSARY IN THE FORM OF SILT �� ,_�z�z_��� COMPLETE (PENDING FENCES FOR THE SITE ANO BALES AROUND ANY EXISTING MANHOLES, �•��u 1��0�so-��e+ I INLETS.OR CATCH BASINS SUSCEPTIBLE TO EROSION.EROSION CONTROL 10° '-°°°-6���� PRIOR TO CONSTRU( MEASURES SHALL BE PERIODICALLY INSPECTED TO ENSURE PROPER LOCATION PLAN DESIGNER FOF FUNCTION.EROSION CONTROL SHALL BE REMOVED UPON COMPLETION OF aTM�a unun�s rar iNauom iN oKxeas Honmc ua�oca umm � WORK. p51RICi$NID CAYPINIES SF4LL AL50 BE NO7IVlEU �/ i� HYBRID CABLE AT RAYCAP INSIDE ANTENNA J ` �I I � CABINET.(CONNECTION BETWEEN CABLES \� I 4"X20"X1/4"TINNED COP P10�0 UNISTRUT WITH ENDCAPS / PROVIDE � BAR WITH(2)10'LONG# — / RAYCAP 8 CABINETS BY OTHERS) ���"�"—-� (T�'P�) � DRIP LOOP SOLID COPPER WIRE 1M �i ! / �. , � / nnn �nnn � ,- .. .� . ., ,..__„ _ Ex07HEaMICALLVOWERC . � � . _ _ _ _ rY2Arav{�ro'vv,i�v� � �� '� CHARLES CUBE R�1003 FIBER � � � o o =____= CONDUCTOR WITH �1�� GROUND HALO.GROUNI I �, ENCLOSURE . � ISOLATED FROM TOWEF ,, ., I / 8 � . 2-HOLE LUG �� ! � � � I � I o o - c . TO GROUND BAR � � I o a � �� � 1 � I� � PROPOSED STAINLESS , STANDBY ' � ^ ^� ^ • • • ••• ••• ^ ^ �COMMSCOPE COMMSCOPE ��� STEEL BAND STRAP(NP) II #2 qWG INSULATED COP � GENERATOR GROUND BAR 8 CMC74-3fiE CMC74-3fiB FUTURE �' _.__ EDUIPMEN7 � BATTERv �� CABINE7 �� BONDED TO TOWER STE #2 GROUND �/' CABWET oo CABMET �' I�� �� ROUND OR ANGLE LEG t APPROVED MECHANICA ______ WIRE FOR GEN. 12"x12"x6"NEMA-3 DRV � � I I �� 2-HOLE LUG TO GROUNI SEEDETAIL#2 CONTACTALARMSFOR �/ ° ° ' II �� THIS SHEET ILC AND GENERATOR. /� ' ' � �I��� EXISTING TOWER LEG /� e�Oee�e . � 8 , ELECTRICAL CONTRACTOR �� 1/2"U-BOLTS(TVP.) ��, a � o o . SHALL PROVIDE MIN.10'LONG �� �� i . � OO�� 000 #2AWGTNNDSOLIDBARE �� CONNECTTOWERTO � �� � � ' oo �� - � ,, � COPPER WIRE FOR ANTENNA � �GROUND RING(3 PLA �� \ EXOTHERMIC —�� ��- CONTRACTOR TO GROUND THE ��� - � CONNECTION����� � � ---�\ I 0000000 � WAVEGUIDEBRIDGE SUPPORT �� / � � GRADE (TYPE-VS)BV E.0. � I � � �� I . . . � (NP.OF 2,ONE OF EACH SIDE) � �1 / ___-II__. � I � � d I�I 1!2"DIA.PVC CONDUIT FOR GROUND —�{�I I�I I�I I�I III I�I III I�I I�I I�II�I I I�I � F III �RE,FASTENED TO ENCLOSURE W/ I�I III II� III I�I I�I III �1 I�I I�I I�II�I I I�I w (1)NON-METALLIC"C"CLAMP.FEED tu yl I� �L I w �L 1 I - w w ��, y� I THRU AND EXTEND PVC PIPE 16" I I I � � 1 � � � v I I � � I I BELOW GRADE(TVP) I I I � � I � � �� I � I I � �'� � � � I I I I A I � � �_ _'. I � I I I � I � I I 1 � � � � �__ -._- � -------- �--------------- - -ai+--�l�---- --1----- --� ----------- --- ---• -------------- -----------------�-- - NEW GROUND #2 BARE SOLID TINNED COPPER � � NEW HALO GROUND RING� CONNECT TOWER� TEST WELL EXOTHERMIC GROUND DONM TO NEW NALO (#2 AWG TNND SOLID BARE GROUND RING TO CONNECTION GROUNDING SYSTEM PVC NB COPPER WIRE) 7 EQUIPMENT GROUNO NEW 5!8"X 10'-0"LONG m,PE_TA) ENCASED.CLIP TO STRUCTURE OR R�� ��I RING COPPER CLAD PIPE MAX 3'-0"0.0.(TYP.)12"X12"X6" gq� Y (2 PLACES NP) GROUND ROD(NP) � � NEMA-3 DRY CONTACT ALARMS � FOR ILC AND GENERATOR NEW T� 1 TYPICAL SITE GROUNDING DETAIL LONG c crtour SCALE:N.T.S. PROVIDE LB'S INTO SIDE OF BOND#2 TINNED SOLID GENERATOR HOUSING. COPPER GROUND CONDUCTOR � � TO GENERATOR FRAME AS RECOMMENDEDBY GENERATOR SUPPLIER.(TYP.) EXTEND GROUND CONDUCTORS IN 1/2"RIGID H.W.CONDUIT ADJACENT TO PAD,OFFSET AND ATTACH TO EXTERIOR OF GENERATOR HOUSING AND EXTEND TO GROUND LUGS AS BASE TANK REQUIRED,VERIFY LOCATION WITH GENERAC. z � \ N / � V — _ — — _ — — — — — _ — / / 2 TINNED SOLID � COPPER GROUND � r CONDUCTOR(TYP.) r � EXTEND#2 TINNED SO�ID 5/8"x 10'GROUND COPPER GROUND ROD(TYP.) CONDUCTOR TO EXISTING BUILDING GRID,TYP. GENERATOR GROUNDING DETAIL 2 SCALE N.T.S � � INSPECTIC 04"X20"X1/4"TNND INSULATED COPPER GROUND BAR,NON ISOLATED WITH � i � BY TOWEF 8 10.0'LONG#2 AWG TNND SOLID COPPER WIRE WELDED TAILS � i � (HARGER GBIT 14420VV� � � � GROUND CABLE WAVEGUIDE BRIDGE(TYP.)BY ELECTRICAL CONTRACTOR. . �" �I � 10 VZW DISCONNECTAND ELECTRIC SERVICE GROUND TO GROUND ROD �� � li �� I 11 24"x 30"x 24"FIBER OPTIC HAND HOLE SELF-SUPPORT TOWER � i'� ` FOUNDATIONS, �. � �� 12 PROPOSED TOWER OR COMPOUND GROUND RING BY CENTERLINE(V.I.F.) (TYP),BY TOWERNORTH �� �� �� i o m � � 13 MAINTAIN TWO FOOT DISTANCE OFF OF STRUCTURES. �� �i i BOND EXISTING/PROPOSED TOWER GROUND RING TO PROPOSED ���� \� , � t4 PLATFORM/PAD GROUND RING WITH#2 AWG TNND SOLID COPPER � / CONDUCTOR IN 2 LOCATIONS. i �� 15 TWO#2 lEADS FROM THE EGR TO THE GROUND BAR AT UTILITY FRAME i i� �\ �i LOCATED ON PLATFORM/PAD.CADWELD AT EGR AND DOUBLE HOLE LUGS � ON PLATFORM/PAD. �i 16 � �, OCOPPER CLAD GROUND ROD WITH INSPECTION WELL �� / �� 16 TOP OF GROUND ROD MAX 24"BURY. ��� � � EXTEND GROUND CONDUCTORS IN 1/2"RIGID H.W.CONDUITADJACENT � ` _----- -� � �----- » TO PAD,OFFSETAND ATTACH TO EXTERIOR OF GENERATOR HOUSING �� , AND EXTEND TO GROUND LUGS AS RE�UIRED,VERIFY LOCATION WITH � . GENERAC. q � � � 18 MGB MOUNTED ON H-FRAME � � �� ��i i �� � \ � I � _ r_,� , � � , � is ��— -_ � —c---- � � � � t�_--7 � �� � �� z' i / � Q �', 1 � 14 �� _ 1 _ . ' 1 '-��� � \ ----� __. _ . � . �. 1 . I 'L�, � \ _ -�.,+v--------_. � s 1 �� --- � � ... . -� 9 �� �� !� ; i r� , 'i���� � /i _ _ ��,�� , � �� �� I _ � \\ 1 8 � $ i �� i � PROPOSED TOWER GROUND RWG, I 3 ,�, � �� BYTOWERNORTH �i I g / 7 �`;� �------- �� � IG E HOI�INE � = ; e � , �Call 3 Wark Da s �1 -a��♦ i Be�ore You Dig!Y � � —1 `�' \ � I rai�acc veao-z�s-esn 2 'I I � \\� �7 � II I . � ' y_ ' ' 1 1 � I �,� � � � ... \ i .__v7.. � 1 __ O I ___— � 1 a. ______— , � I I _._________t'�,... _. - _ OiHER UiILIiIES Oi WCLUDED IN'OIGG RS HOTLINE PNO LOCAL 11iILl7Y �� � , ' '�' `� _. DISTftICiS ANO COMPPNIES SWJ.L PL50 BE NOTIFlED � � �--—��-- � � 1 � .___._._.__-_-_._.-�� V � _.___—_____ \ — L--�? � � __--- / \\.___..___ ' LEGEND: � � COMPOUND#2AWGBCW �_� GROUND BAR OR ARRESTOR BAR _� SPARE GROUND�EAD SOLID TINNED(UNO) (GROUND RING).BY � 5/8"R!x 10'-0"GROUND ROD ■ MECHANICAL CONNECTIO TOWERNORTH O GROUND SYSTEM TEST WELL -- ---- EXISTING GROUNDWG NO� • CADWELD OR APPROVED CONNECTION --- NEW GROUNDING ,� SITE GROUNDING PLAN SEE SCALE:1"=5' ON _..._ ...._.._..._......., ._............—...,. � IVVKNINL YVVVLKNIVUt / 5)NEW GENERATOR FURNISHED BY LESSEE.INSTALLED AND WIRED BY E.C. � / DELIVERED AND SET BY CONTRACTOR. 61 E C.MUST MnNITOR�C PCIWER WHFN nN Rn.rTEay aorv_i io ni iP,ING � PORTIONS OF CONSTRUCTION.IF LEVEL FALLS BELOW RECOMMENDED � � � � LEVEL 2256 DC,E.C.MUST TURN ON THE MAIN POWER.THE CELL SITE I � � CANNOT GO OFF LWE AT ANYTIME. I �O __� � ��� ���� — � '� ��� �\\-� \ �— � o���'f� io �� _-= w � i , �� , i � _�m � , � � �i � ��'� �i ,. ��ra : I � I YT � I � >. � ' ' / PROPOSED(11'-0"X 4'-0") I ��� o 0 LESSEE CONCRETE EQUIPMENT � ��� 9 z v� / PAD W/4'H-FRAME _ a / I =� � f � I I j —'1� / � � � � I - A� I � � I� I �� � �I I I I � I��I II I I � I PROVIDE LB FOR(4)1" PROPOSED NEMA 3R 200AMP ILC II �� I II I CONDU�TAT CABI E�T ENTIRY MOUNTED TO SUPPORT FRAME � I� I (2)2"RIGID SCH.40 UNDERGROUND � CONDUITS BETWEEN CHARLES CUBE \�_--- " I I I I FIBER ENCLOSURE AND EQUIPMENT �—__ � I CABWET (2)BELDEN CAT-5 CABLES FROM GENERATOR TO ILC ( �---� — � IN 1"HEAVY WALL CONDUIT.CABLES AND CONDUITS TO CONTINUE FROM ILC TO EQUIPMENT CA8INET. �I� � —�I� I �� I I I (4)1"RIGID SCH.40 UNDERGROUND LEAVE 25'SPOOLED IN ALARM BOX. I I� II�I I --- 1)�� CONDUITS FROM ILC TO EQUIPMENT CABINET ` --� I i i I 1� �___--__� (4)#12 THHN/THWN&(1)#12 GREEN �� I� `�---- GROUND IN 1"RIGID H.W.CONDUIT I I I I FROM ILC TO GENERATOR. DIGGERS HOI�INE �� ,'� 'Call 3 Work Days (2)#12 THHN SOLID COPPER I I�I I (2)#16 THWN.LEAVE 25' Before You�ig! � I I CONDUCTORS FROM GENERATOR I OF#16 IN ALARM BOX rou nrtt i-eoo_Zas_��i TO ATS IN 3/4"HEAVY WALL CONDUIT \/ I I I > . � uKw.�+v,(fi�)zs5-iiei � . � � ���, mo i-eoo-s�z-zze9 �� I�I i I —� .��� (3)#3/0 THHN/THWN 8 � I� orHca ununEs Nar iNcwoco iN oiccE�s HonNc ano�oca�uriun (1)#2 GREEN GROUND I I �, msreicrs nNo couaaNies sMau uso ee r+onvieo CONDUCTOR FROM GENERATOR �_ TO ILC IN 2-V2"H.W.CONDUIT ��_— — PROPOSED VERIZON WIRELESS GENERATOR ,.. `�T� __ MOUNTED ON(4'�"x10'-0")PAD �—'�, CONDUIT STUB UP AREA. NOTE: SEE/COORDINATE WITH CONTRACTOR TO VERIFY ROUTES MANUFACTURER'S WITH LOCAL UTILITY COMPANY SPECiFiCnTioNs. GENERATOR UTILITY ROUTING PLAN PRIOR TO INSTALLATION. � SCALE:1"=2' N'Ncow+ER -VICINITY MAP- SEC�ION 5 TA/N,R6W `? '� ' ��,,,,,�. , f ;� �<� ;_"� NWl4 NW�I4 SW74NW74 � NE�I4 NW�/4 .. j�.:' t� j �'�`rl :'/' SECt10N 5 .,,�+ �f�'' J�S�, � (71PWifAPFND.) � . . . .. � � 1 H - - - - - - - _ _ - - _ _ - - ' ��O � � � � 0 � . Q �� � � S[TE &. . i � I, I — BMA - - � - - �! � .. � / i � i � I '��' a I � — �s-x _v�=v.�,�— �' i a� —�� R/W unc�r=_= — —. �--�' i � � w _ _ — _. =_-- ^ . � - G Mw.ou�l4 -_.;-,,./ i � �• 3 ___g.T,�77_'--�� `�'"� ..—��—��—�� ' . � PROP SED TOWER BASE 1 NS'� O ..�..�..� . ..�• �i � i ---� (PUBLIG ROADVAY� ,�..�••-'- LATITUDE: 46'-03'-49.OJ" � ••"'-"-�� R����� iao.o' � LONGITUDE: 91'-08'-57.89" sae•-1�'- ,�.. ��. ..... ���-" �� (Per North American Datum of 83/2011) �}_•......... .. ..... �»s.�s' • _ .. �� • .. .. � -- -��--- ... . ---- iin�°> . . ._ ....... � � . Ground Elevation: 1439.6' � � - � � -- - -�------ � ' (Per North American Vertical Datum o( 1988) s��� - � . --xa�i � _J i;i i Iai /AX.d'i✓(/1� HEAW BRUSH I �,l!'J,'l{'✓lr✓/,lk�"r 5.'�,.'!-�v"G'..:K>/i tt. HN'.5/c�4 7�✓/-lA�-o)_'l�=G.n-Gc�7%' , _ �� Hf3�N/YONM':V' � Hiq4rRlY 01M4rR' J .Y/!'Hff{�/,(yPs/}'l.4'!s//RF/.FK":f.Uli s US/Jn'f�-S/_S?.9NC(ChFX%r:!/lLY.�I N</-fCt;f Sl a�j � � � �] I 4 NW1�4 � � �,3�� n NWl I4 W 0 0 D 5 I i SE�� � � � SW1� i � i i i —LEGEND— o = 1" X 18" iRON PIPE SET v vi! � I ❑ = 6�NAIL SET ��� I • = 2"IRON PIPE FOUND � �?b�' � = COUNTY MONUMENT FOUND � � W I i i i -�—� = R/W MONUMENT FOUN� i i rQ.�= EXISTING POWER POLE o = OVERHEAD ELECTRIC '� I I � u�,h.xn_n_.i�= EOGE OF BRUSH/WOODS -••-••-•-= PROPER7Y LINE � � I � 0 � � � SIIRVEY NOTES: I � PLATN,HA EnAPPROXIMATExONIY.TTSHAILL BESiHE RESPON 81L17V � ' Of E CONiRACTOR TO VERIfY ACNAL LOCATION AND DEPTH ,.�..�.._..�..�.._.._..�..�..�..�..�.._..�..�..�..�..�. �,� OF ALL E%ISTING UTILITIES. THE OWNER ANO THE SUR�EYOR SECORNER SHALL NOi BE RESPONSIBLE FOR ANY OM1590N Oft VARIAPON �......,.....r., .. ....�. �.�,.� �,.�.....,.,.,. .' f'ROA1 iHE LOCATION SHOWN. � � a � � Z 3.L0-,OZ-.ION �Stltl36 M91HM � � � p 2 W � 'M9"tl ��N19'1 �S NOLLJ35 'f/VAN 3H1 JO 3NIl w � O �` 7 � V �p 153M 3HL �Ntl Y1315A5 31tlNI0L00J A1Nf10� � a� z I a � Z � d � \ tl31.mv5 3M1 Ol 437N3t13i3tl S�NIyV36 � a "' �- ¢ c� � m � �. 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'J W � � N � � � Y m h n > n a �� �� e S ' � � I � i � Q �� � i '� + ��� + + I / � � � II � ff I Z; I � �l i, � I I E- w � li n I 1 � W ! � ' I � �I N I y �I D � ! 2 P+ O: / a � o PI � � �. � �� , + � � �I I `' I ^ i N � .I. Q � a W P � ��a U` I I� � • '-} } /I � � ' � � � f; � � i�� � ��, : � � � I , � i s �� aI I d I � 0 1 I �, 1 I I j ' : i '" I 1 : e ,sF a � f I � � I m I � ' •°', � � 1 a ` . I I � � � � + : � � � I I m � I I ����a �1 II I � � I � � � '� I� � � ' .�i �+ � I I� � �'� � I� I � � '+ I I I P m 1 � �I II � n + I I I) I I I � ^+ $ I ' ,III I I� � � I '1 I �� �� � ' � � I � � � ii �, . � I � I i � I � �'I � . 1 I � � � � � . .o�i I � I 6 � I j LEASL PARCiuI_ --- —f N$4•_q�•-43�E „�..�••^' �'� A part of the SuutMvest Quarter(SW 1'4)uf ihe North�ve51 Quartrr(NW 1!�1)of Secliim Fne (5), To�cn;hip Pony-Onc 1a I ) Nonh, Ran�e Si� 161 Wes�, l u�vn oC Round Lake. Sa���cr �0•� �"��� � County, W�sconsm contuinmg 10,000 square tee�(0 230 acres)o(land and being described by ..........• '�'v+ � ...�.._. "��� Z � Commencmg a� the West Quarter Cumer of said Secuon 5, thence NO t°-2Q'-07"E 865J9 feet along the ti�est !me uf the NW I-d af said Sectwn �, thcnce S88°-3e'-S3"G t 173 I > fect �o the u•'i ! ( pomt oCbeginnmg, thence N8d"-�td'-d3"E 10000 feet: �hencc SOi°-I i'-!7"E IOOAO feet, thence S84"-�14'-a3"W 100 00 fee�, thence NOS°-I S'-17"W 10000 (ee1 to the p�iin! of � u; ' v, � � i beguming Bemg sub�ect W any and all casemen�s and restncUons of record. �f �m i 20' WID[ tNGRESS�'EGRESS 8c U'IILITY FASEMENT �I � i A rt af the South�vest uaner SW I%4 of lhe NortMvesl (5� To�+nshi Fo One �11 Nnrth, Ran e Si�Ib) West, "fo��n o(Round Lake, Saw}er pa Q ( 1 Quarter(NW I/d)of Secuon Ff��e p rty- O g � I , County, Wiscons�n coNaming 4,200 square feet(U 096 acres)of land and hemg desc:nbed by I � I Cortunencing al Ihe West Quarler Corner of said 5ecuoa 5, thence N01°-20'-07"F.865 79 feet along the wesi Ime of the N W I!d ol'said Secuon 5, thence S38°•39'•i3"E I 173 I� fee� �o�he MEnw BRUSH ' pom�of beginning, thence NO>°-I S'-17"W 20 00 feet, thence N8d°-44'-�13"E 40 00 Ccel, thencc NOS°•I S'-17'tiV I 1000 fecl tu a point on ihe south Ime ol'State Fligh�vay "77", ihence � I . NAd°-1�1'-d3"E Z0.(x1 feet along s.vd south hne of State V ligh�cay "77", Ihence SOS°-I 5-17"E 1 10 00 fect, �hence �8-1°-1d'•43"E d0 00 Ceet. thence Sn>°-I i'-17"E- ZO �� (e�t, d�ence I � � S3d°•dJ'-43"W 100.00 feet to the pom� of begimm�g &:ing subjec� lo am and all easements and restncuons of rccord � � i Nr\RENT PARCEL I � i I {IF SOUTl�WESI' QUARTGR OF THE NORTHWEST QUARTtiR, S6C"I'IOit �, 'I0IVNSHIP 41 NONTFI, 12ANGF G �VI:SI', "f0�4'N OF RUUND LAhL, SAW YER COUN"1'Y, ` . �VISCONSIN GXCL-:PT 'I'HA7' PAR�' LYING NUR'fl1 C)F FIIGHWAY 77 ANU EAST OF 7'OWN ROAD, ALSO EXCEf'T PAR"I' FOR IUCiHWAY RECORUED IN VOLUME 9i, � I f ( I'AGE 148 AS [XX'U�iC•NT \O IOJ>64A AND IN VOLUtiIE 283, PAGE 339 AS IXKUMEN7' NO 160282 � O • 00 1$ ��, I 'TITLE REPORT R�:VI[-:W 40.00' �� �� N8�'-44�-43�E- u, v, f(TLE RFPORT T17LE MATTERS. LLC' N84'-4q�_43�E� ❑ ��u 1 � o� o C�)tiIMIThiENI'NO 9d09M �• N `r � 20' wIDE INGRESS/EGRESS o � o UTILITY EASEMENT $ � 3 I�.FFECTIVE DAl'E AUGUST 5, ?022 pND 100.00' ; `�o _ f'-��n�" FP:E SIMPLL• Tll'LE VESTED IN MICFIAEL J ANDF.RSON ANp LAURA M BREUEMUS '� N84'-4�3 �"�.� �i �� """ " ""��• ' NOTF THE STATEMF,N'f Ui APPI.ICAE31LIl'Y REFERS '1'U "fFiL' LEASE SITE ANu ANY EASEMENTS N{:RTINE:NT THEKLUN"f0\Vfil-:Kk: SPI:CIPIC fZ P.O.B. � � ' �, LEASE PARCEL �v: i F:?JCUMBRANCES Ah't'ECT TFIE LEASLiD PRE411SES tWD'OR A PERTINCN'1' EASEVtEN'I', 1'IIEI'ARE IDE�!'CIFIED AS SUCIi j, 10,000 S0. FT. � • �' '� ' SCHFDULE 6-fl �� PROPOSED � I CONVEVANCE TO "�HE SIA fE HIGFIWAY CO�iMISS10N DATBD 6�12�1929 AND RFCORDED A'1' VOLUME 95, PAG1: I d8. TFII? PItF:tiP:\T D:�l' RO;�D RIGtI'l UI� ,'- �I TOVER � � �1'Al' IS PI.OTTF.Q A\U ti(IO�VN. j � � � � � ? C(>\Vf:Y'AVCE TO'1'H[ STATG OF W1SCO�SIN DATF;f)6:29�197� AND RECORDED A'1' VOLU�fE?83, PAGE 3S9 '1'fIF. NRF,SEN'I' D:\Y RO:\D RICtI"1' OF 1�'Al' IS , --� ' PI.O"f"I'EDA\DS11011'1. ! 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