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HomeMy WebLinkAboutSITE PLANS - 16-00046 - 525 S 2nd E - AT&T Tower AdditionSITE 70WER OWNER: CROWN CASTLE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS, REGULATORY. DATE-- ATEDEVELOPMENT MGR: DATE DEVELOPMENT PROJECT MGR: DATE RF MGR: DATE-- ATECONST. MGR: DATE CONST. SITE AGO. MGR: DATE PROPERTY OWNER: DATE OPERATIONS MGR: DATE- ATEDRAWING 2000 CORPORATE DR. CANONSBURG. PA 15317 CROWN CASTLE BU/: 857594 SITE NUMBER — NAME IOL04070—RD(SURG Wr SITE ADDRESS: 525 SOUTH 2NO EAST 0 REXBURG, ID 83440 COUNTY.' MADISON COUNTY LATITUDE 43.814959 N 0 14S48' 53.88*) LONGITUDE 111.777131 W 0 (-111' 46' 37.67*) GROUND ELEVATION: 5047' AMSL OCCUPANCY TYPE: UNMANNED ZONING JURISDICTION: CITY OF REXBURG ZONING COOS CONDITIONAL USE PARCEL NUMBER. RP03702004025M POWER PROVIDER: PACIFICORP TELCO PROVIDER: 780 I CONTACT INFORMATION A&E SERVICES: POWDER RIVER DEVELOPMENT SERVICES, LLC. 219 S. WOODDALE AVE EAGLE, ID 83616 CONTACT. HOLLIS SMITH PHONE (832) 879-7632 EMAIL* hollM.am101epowdarriverdevcom ENGINEERING: POWDER RIVER DEVELOPMENT SERVICES, U.C. 219 S.WOODDALE AVEC EAOLE ID 83616 CONTACT: RICHARD A. BOELTER, PE PHONE: (208) 938-8844 EMAIL, Achard.600kerepowderrivardw.com SITE ACQUISITION SERVICES: POWDER RIM DEVELOPMENT SERVICES, LLC. 219 S Y OODDALE AVE EAGLE ID 83616 CONTACT: JONATHAN SCHMIIT PHONE: (720) 486-3898 EMAIL jonalhan.schmRlOpowderdverdov.eom SERVICES SURE 800 PHONE EMAIL 8t&t IDLO4070 REXBURG WT FA#: 10129865 RTN#:. 3771 AO02 F M 60'-0ee SELF-SUPPORT TOWER LTE 2C UPGRADE FROM SALT LAKE CITY, UF. E CHAVEZ BLVD. RIGHT FOR TJRN RIGHT i 7TH S. TURN DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE do SHALL IMMEDL47ELY NOTIFY THE ENGINEER IN WRITING OF .ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS, REGULATORY. DATE-- ATEDEVELOPMENT MGR: DATE DEVELOPMENT PROJECT MGR: DATE RF MGR: DATE-- ATECONST. MGR: DATE CONST. SITE AGO. MGR: DATE PROPERTY OWNER: DATE OPERATIONS MGR: DATE- ATEDRAWING DRAWINGINDEX SHEETN0, DESCRIPTION REV T-1 7R1LE SHEET 0 GN -1 GENERAL NOTES 0 C-1 OVERALL SITE PLAN 0 C-2 EXISTING SITE PLAN 0 C-3 PROPOSED SITE PLAN 0 C-4 EQUIPMENT PLAN 0 C-5 70WER ELEVATIONS 0 C-8 ANTENNA PLANS 0 C-7 RF WARNING & EQUIPMENT DETAILS 0 C-8 EQMIPMENr DETAILS 0 S-1 STRUCTURAL oETNLs 0 S-2 STRUCTURAL DETAILS 0 G-1 GROUNDING DETAILS 0 I LTE 2C SCOPE OF WORK I REPLACE (3) EXISTING ANTENNAS W/ (3) NEW ANTENNAS, (1) ANTENNA PER SECTOR, TYPICAL OF (3) SECTORS, ON EXISTING SELF—SUPPORT TOWER. INSTALL (3) RRH UNITS ON TOWER LEGS. INSTALL (2) NEW BCEM CARDS & (4) NEW SFP'S INSIDE EXISTING LTE CABINET. ADD (2) CONVERTERS & (3) 15 AMP BREAKERS (i PER RRH UNIT) TO EXISTING OC POWER PLANT. INSTALL (1) NEW BATTERY CABINET W/ (e) BATTERIES ON PROPOSED 4'-0'X5'-0' CONCREIE PAD EXTENSION W/ NEW 4'-0"X8'-0" ICE SHIELD. APPLICABLE CODE BUILDING CODE 2012 IBC ELECTRICAL CODE 2014 NEC u aw GENERAL DYNAMICS InTormadon TechnaPo9y 1505 WESTLAKEAVE NORTH. SUITE 900 SEATTLE. WA 9910a 4ft4kN POWDER RIVER Development Services. LLC YMW.peN0A10YafdeY.COR1 LICENSE p: C-3065 REVISIONS RWI DATE I a R!I`RCN IM 0 01/0/16 1 0Eo MR coxsr. � A. 10/18/15 U MR WAM M JE p�R�O ar rq x •�i9sfOx6efBt��° w�ie uw no �amr w va' Ro�,u°�iiw�r maws ue wanmi nw amen rw wws ter Ma mx .0 mcw,m av xar. noe Dawe am vicemrna m.m. mrx uRn parr aaa, a dmrw amen me5ew wmour vaen waw mxmn ar na mvav,. SITE INFORMATION SITE M IDLO4070 SITE NAME: REXBURG WT FA #:10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 .SHEET TITLE: TITLE SHEET HEE"UMBER. T-1 GENERAL CONSTRUCTION NOTES: t, FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,. THE FOLLOWING DEFINITIONS SHALT. APPLY: GENERAL CONTRACTOR: 780 SUBCONTRACTOR; TBD 2. ALL SITE WORK SHALL BE COMPLETED. AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3: 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND: COMPLY: WITH ALL LAWS, ORDINANCES, RULES REGULATIONS, AND [AWFUL ORDERS OF ANY PUBLIC AUIHORRY REGARDING THE PERFORMANCE OF WORK, 6. ALL PANY SPECIFICATIONSW AND LOCN.N URISOICRON COMPLY WITH ALL , ORDINANCES. AND PLICABLE MUNICIPAL E FISC LITY UMTKTNS. 8, AND%OR NNECES&SAN TTOCOCOMPLEEALIN.0 NSTALLATIONSKAS INDICTED %ONOTHE DDRAWINGS VICES: 7 S. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 9. F THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE. AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA. ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER INS CONTRACT. :WORK SHALL CONFORM- TO ALL OSHA REQUIREMENTS AND LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WRIT OTHER DISCIPLES, 12. ERECTION SHALL BE DOFF IN A WORK MANLIKE .MANNER BY COMPETENT EXPERIENCED PRACTICE. ALL MEMBERS SHALL BE WD PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13.. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. .SUB CONTRACTOR SHALL KEEP AREA CLEW, HAZARD FREE AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADEDLINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT LS REPRESENTED BY DARK SHADED LINES AND NOTES. SUB CONTRACTOR SHALL NOTIFY THE GENERAL. CONTRACTOR OF. ANY EXISTING CONDITIONS THAT DEVIATE FROM THE 15. SUBCONTRACTOR SHALL PROVIDE WRITTENNOTICE TO THE CONSTRUCTION MANNER 48 HOURS PRIOR TOTHE "COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSCAPING AND .STRUCTURES: ANY DAMNED PART SHALL BE REPAIRED' AT SUBCONTRACTORS EXPENSE TO THE 'SATISFACTION OF THE OWNER. 17.. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 16. GENERAL CONTRACTOR SHALL. COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SU13CONFRAMRS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRICTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR" SHALL MAINTAIN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL. REVISION,ADDENDA, AND CHANGES ORDERS ON THE PREMISES AT ALL TIMES. 21, CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL. MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE W1FH THE. FEDERAL AND LOCAL JURISDICTION. FOR EROSION AND SEDIMENT CONTROL 22. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH GRADE AND COMPACTED TO 95 PERCENT STANCE PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE, ALL TRENCHES N PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FtDWABLE FILL OR OTHER MATERW, PRE—APPROVED BY THE RACAL JURISDICTION. 23. ALL NECESSARY RUBBISH, STUMPS, DEBRIS,STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED ELECTRICAL GROUNDING SPECIFICATIONS: 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. 2, ALL GROUNDING DEVICE SHALL BE U,L LISTED FOR THEIR INTENDED USE 3. GROUND' WIRES SHALL BE TINNED ill AWG BARE. SOLID COPPER UNLESS OTHERWISE NOTED, 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND .RING SHALL BE EXOTHERMIC (CAD -WELDED), UNLESS OTHERWISE NOTED .AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AT&T WIRELESS BROADBAND STANDARDS. 5. GROUNDING CONDUCTORS. SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE WHEN REQUIRED. GROUND LEADS SHALL BE SENT TO A MINIMUM OF 8' RADIUS. 8, WHERE GROUND 'WIRES. ARE ROUTED :FROM. ANY CONNECTION ABOVE GRADE TO THE OROUND RING, INSTALL. WIRE IN 314' HEAVY WNL LOUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO S' BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT. 7. D Ki S. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION. LUGS. SHALL BE USED, PROTEOT WITH WEATHERPROOF HEAT SHRINK, AND WITH A THIN COAT OF 'KOP'R SHIELD' OR EQUIVALENT PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE B, WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES. AND OTHER META. APPARATUS,. A SIB 10,PREPARE ALL BONDING SURFACES FOR GROUND. CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL CAD—WELDED CONNECTIONS 70 NON-GOPFER SURFACES, APPLY ONE COAT OF ANY ANTI-OXIOIZING PANT. "COLD GALY' OR EQUIVALENT: t1: GROUND RODS SHALL BE COPPER—CLAD STEN, 5/8'00", SPACE) NO LESS THAN 10' ON CENTER. 12, ALL CONDUCTIVE. UY RANTED CLAMPS, BRACKET,ND. OR SUPPORSECURED UTILIZING ONLY NONMETALLIC. 136 WHEN REQUIRED, THE CONTRACTOR" SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY, UTIU71NO A MEGGER TEST. THAT THE RESISTANCE TO MAR H OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 -(OHMS), A COPY' OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE AT&T REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL BE INSTAL EDN A WORKMAN -URE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NEPA-70. 15. ALL RRH GROUND WIRES SHALL DE #2 GREEN STRANDED. 18. ALL GROUND LUGS SHALL BE 2—HOLE. LONG EARRELL 17. OUTDOOR GROUNDS SHALL BE BLACK HEAT SHRINK W/0 INSPECTION HOLES. 18. INDOOR GROUNDS SHALL BE CLEAR HEAT SHRINK W/ INSPECTION HOLES. ANTENNA PIPE MOUNTS: 1. PROPOSED OR REPLACEMENT ANTENNA PIPE MOUNTS SHALL BE 2-3/8- (O.D.)X10', SCH. 90 PIPE u at&t GENERAL DYNAMICS Information Technology 1505 WESTLAKEAVE NORTH; SUITE 900 sEATTLE.wA9alon POWDER RIVER Development Sammy, LLC WWA9.p0*derdVftV..00M LICENSE J: C-3065 REVISIONS" REV' DATE-omm"ON. INT 0 01/0e/16, 1MY8 MAW. eew A. 10/25/15 19%W PO REVIEW 905 JE A $O� aAs�,Qo�� A A �p 4D15�2 p o�s�ONAT.T51j6� �b Qt nese wvr�u1,0,,� q�pgpl,Ia lgmAlpupwln6r>oix�. xe A�vNG6119 �M¢M'� M %tlEiRa fA MYMI 111Y MR 6mVIm M MR n1oT Ansxm w0laaaaa,5 auu 1NTZ1®II TIM MpOfMQO111ry G11011M Nq[CI! R.OYIT MAOI NAOId tlM6CR Ti M flmER SITE INFORMATION SITE IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 :SHEEP TITLE:. GENERAL NOTES SHEET NUMBER: GN -1 DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES.EASEMENTS. SETBACKS, AND DIMENSIONS. La z N 5 EXISTING 20' DOUBLE ACCESS GATE isItmumhatsbel 6 . Calleeraeymilig, OVERALL SITE PLAN IEXISTING ALLEY aut GENERAL DYNAMICS Informetlon Technology INS WESTLAKE AVE NORTH, SUITE 900 SEATTLE, WA 89109 POWDER RIVER DeMopmenTSepias.LLC. www.paAdemJatdevanl LICENSE C-3065 REVISIONS REY DATE DEscRIPIWN IM 0 01/09/10 ISSUED rOR CONST. A" A 10/20/15 1 - MR WEN 90R I A A. ,B0� o0 R401� R� '4S,lOMpy�DSr �� SMR' YC RIIf11fR ME M°RCIs FW wCH TlY WOf 111f OSIIFC M.XM. °IX MfR10IIAI allft SITE INFORMATION SITE #4 IDLO4070 SITE NAME: REXBURG WT FA#:10129865 525 SOUTH 2ND EAST REXBURG, iD 83440 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER, C-1 at&t GENERAL DYNAMICS Informdon Technology 1505 WESTLAKEAVE NORTH, SUITE 600 SEATTLE, WA 86105 POWDER RIVER Development Services, LLC wmv.pa6dei6verdev.cam LICENSE C-3065 REVISIONS REV CATE 0E606roRON. INr 0 of/06/16 ISSUED FWCOW. ANN A 10/15/16 I4Wffl),#bR REM EW WX I JE A. gO& WA3tn.O�.p, `'PO 4015 _ �s$fONAL�� pyI 'N 1V Vr x�o wu ��d�� w0°r�14o°mtno6n�auw�i A "00 � w�Swlu�meXA1�c a o a�wi xorc wm °n voeawomrc ox anu �e rmn6. rmm..m,NNra ne 60Y66. SITE INFORMATION SITE #. IDLO4070 SITE NAME: REXBURG WT FA * 10128885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EXISTING SITE PLAN SHEET NUMBER: C-2 25' 10 7'-3'• EXISTING 6' CHAIN- LINK FENCE tV EXISTING 60'-0" SELF- SUPPORT TOWER 4 EXISTING 12' DOUBLE ACCESS GATE EXISTING EQUIPMENT ICE EXISTING AT&T ICE BRIDGE SHIELD (TYP) (APPROX. LENGTH: 21) in M' o. _ vvvvvvvvvv O 4 • °I EXISTING AT&T • _ e �� ( e EQUIPMENT PAD A � • C�lO , \ mq6 maesbebm y .EXISTING AT&T GPS • CaIIwtDTsygudig, ANTENNA (TYP) o •,e •o N THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE EXISTING FIBER DEVELOPED FROM THE INFORMATION AVAILABLE THE INFORMATION SLACK BOK PROVIDED IS NOT IMPLIED NOR. INTENDED TO BE A COMPLETE EXISTING AT&T POWER/ INVENTORY OF THE LRIUDES IN THIS MEA. IT IS THE CONTRACTOR'S TELCO H-FRAME RESPONSIBILITY T0. VERIFY THE LOCATION OF ALL UDIHYES (WHETHER SHOWN OR NOT). AND PROTECT SAID UiILil1ES FROM ANY DAMAGE QNSEO Or CONTRACTOR'S-ACIIYIIIM r BC�RF.' Im :I, , EXISTING SITE PLAN Ilzsszae� Ar at&t GENERAL DYNAMICS Informdon Technology 1505 WESTLAKEAVE NORTH, SUITE 600 SEATTLE, WA 86105 POWDER RIVER Development Services, LLC wmv.pa6dei6verdev.cam LICENSE C-3065 REVISIONS REV CATE 0E606roRON. INr 0 of/06/16 ISSUED FWCOW. ANN A 10/15/16 I4Wffl),#bR REM EW WX I JE A. gO& WA3tn.O�.p, `'PO 4015 _ �s$fONAL�� pyI 'N 1V Vr x�o wu ��d�� w0°r�14o°mtno6n�auw�i A "00 � w�Swlu�meXA1�c a o a�wi xorc wm °n voeawomrc ox anu �e rmn6. rmm..m,NNra ne 60Y66. SITE INFORMATION SITE #. IDLO4070 SITE NAME: REXBURG WT FA * 10128885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EXISTING SITE PLAN SHEET NUMBER: C-2 NOTE: 1. CC TO FIELD VERIFY ALL.OIMENSIONS;& EXACT EQUIPMENT LOCATIONS. XQOwmabbellow is. CaUbdMyNdIg, IT IS ALL PROPOSED SITE PLAN EXII EXISTING .- at &t GENERAL DYNAMICS Information Technology INS WESTIAKEAVE NORTH; SUITE90S SEATTLE, WAS9109 POWDER RIVER Developmentt Serykes, LLC www.pDwdafMrdw.com LICENSE d: C-5065 REVISIONS REVI DATE I 09"MN :INT '0 61/09/19. a9UWf011 AMY A. 10/29/19. a EO'n91 EW 909 17E' A. Do d+o� 152 (y� SStONAL�� 0 `N 11D£%NB NCSWIIGMX[ g W61mNFMS M 4PXCE NC IND LWL IIdIM M MMFPIY Di YDARII ISM YlNIGNnIe W 9 K YC NIIEIICI M WNSMD fpl Iltll'D CI S IYLF ueem�nm a xor. nue DDINVIia w swE � wlx�aur rnm uP0°mw°Xm°Aim°Dir a we w°mp1mile SITE INFORMATION SITE #:IDLO4070 SITE NAME: REXBURG WT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: PROPOSED SITE PLAN SHEET NUMBER: C-3 KEY NOTES: O1 EXISTING GSM CABINET O2 EXISTING UMTS CABINET Ehu(S31)NNEN 15 i1G Do gP BPLANT REAKERS INS NEM CONVERTERS CO k (4) NEW SFSIS MSU) NEW SM CMOS O5 EXISTING TELCO BOX EXISTING AC ROWER PANEL 0 EXISTING SURGE SUPPRESSOR EXISTING MAIN DISCONNECT t�9 EXISTING POWER METER 10 EXISTING GENERATOR PLUG 11 EXISTING FIBER SLACK BOX i© EXISTING GPS ANTENNA 13 EXISTING EQUIPMENT ICE SHIELD 14 (EXIIST�INNWG ICE BRIDGE 4—US CABINET W/ O'%�ST-0�CGNCREIE PAD @ A © PROPOSED 4'-0'X8'-0' ICE SHIELD EXTENSION (13J NOM' f'T n 5' O ,0 6'-7- 0 X1 EQUIPMENT PLAN --- r 9 r s (PORF 9 -1 =ro" IYa�raer ,I I (ORT 2" � '-0' (Hz171 . at&t GENERAL DYNAMICS Infolmagon Technology 1505WE97EAKEAvF NORTH.BUTTEea0 SEATTLE. WA98108 POWDER RIVER Development Services, LLC alipowdadvadOT.CON LICENSE C-3065 REVISIONS Ml DATE I MC"WN INf' 0 01/00/15 Imm M CONST, ARW A 10/29/15 m MR REVIER 909 1 JE ' A. Dp ' X152 ql'� o�lONpyT41�� l'" l v<p i im�w°u wµ0iwt� a W eewMen ue wmeq ne NYRCIB.Rp xwM�nRrAF R/RC Me cxN°�'mimRpPaT°'iin w 1a°�wmv am�ucn� nxournoa rR.,w aveart rcnr OR�MNI. SITE INFORMATION SITE P. IOL04070 SITE NAME: REXBURG NIT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: C-4 at&t GENERAL DYNAMICS Information Technology IS98 WESTLANEAVE.NORTH, SUITE BBD SEATTLE; WA98189 POWDER RIVER DevelopmentServke9, LLC xww:paxd9lmenkvown LICENSE: C-3065 REVISIONS RLVI M1E I DES IUMN INT e' 0I/0B/I6. ISSUM TOR CONST. ANN A. 10/26/15 11FUMFORI,001019OX A A gp or x ( •�io iulmr�a,�araa�"iw.�Powemoesq Nxsn ue eemwna reo,a�x ni. w,Ox mn rx Ivan �,ar ec°�ua0oex�'rc eia°R0"�Onm"'axrn� wnNN woe 41e11M WNlOR ov 1�f.OwCM1 SITE INFORMATION SITE #T IDLO4070 SITE NAME: REXBURG WT FA #.11012911165 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE.- TOWER ITLE:TOWER ELEVATIONS SHEET NUMBER: C-5 NOTES: 1.. STRUCTURAL ANALYSIS MUST BE PERFORMED BEFORE THE INSTALLATION OF NEW ANTENNAS, RRH UNITS, ETC. PROPOSED AT&T L.TE ANTENNA EXISTING AT&T LTE ANTENNA. (1 PER SECTOR, 3 TOTAL) TIP OF AT&T ANTENNAS TO BE REPLACED (1 PER SECTOR; 3 TOTAL) TIF OF AT&T ANTENNAS PROPOSED AT&T HANDRAIL HIT V EL 87-0'" (AGL) EL. 67'-0" (AGL) EXIS1NG AT&T ANTENNA .EXISTING AT&T ANTENNA (2 PER SECTOR, S'. TOTAL) (2. PER SECTOR, 6 TOTAL) AT&T :RADCENTER AThT RAD CENTER. q° EL. 63'-0" (ACL) EL. 63'-0" (AGL)' TOP -0F SELF–SUPPORT TOWER –SUPPORT -- YOP OF SELF-SUPPORT TOWER EL.'80'–O" (AGL) EL. 60'-0" EXISTING. AT&T TMA EXISTING AT&T TMA. (I PER SECTOR, 3TOTAL) (i PER SECTOR, 3 TOTAL) EXISTING AT&T 700 RRH UNIT NR EXISTING AT&T RAYCAP - (1. PER. SECTOR, 3 TOTAL) EXISTING AT$Y T RAYCAP (I PERSECTOR. 3 TOTAL) ( OCS SURGE SUPPRESSOR DC6 'SURGE SUPPRESSOR PROPOS® AT&T 1900 RRH UNIT (1 PER SECTOR. 3 TOTAL) EXISTING AT&T (18) 7/8" COAX, (2) 7/e" EXISTING AT&T (18) 7/6" COAX, (2) 7/8" DC POWER CABLES & (1) 1/2" FIBER OC POWER CABLES & (1) 1/2" FIBER CABLE RUN ON AT&T WAVEGUIOE LADDER CABLE RUN ON AT&T WAVEGUIDE LADDER EXISTING 60'-0" SELF– EXISTING 80'–O" SELF– SUPPORT TOWER SUPPORT TOWER EXISTING AT&T GPS. EXISTING AT&T GPS ANTENNA (TYP) ANTENNA (TYP) EXISTING AT&T ICE BRIDGE EXISTING. ICE BRIDGE ATdiT 4'-0.X8'-0e SION EQUIPMENT ICE SHIELD EXTENSION EXISTING AT&T EQUIPMENT EXISTING AT&T EQUIPMENT ICE SHIELD (TYP) ON CONCRETE PAD PROPOSED AT&T OUTDOOR BATTERY EXISTING AT&T EQUIPMENT EXISTING AT&T EQUIPMENT CABINET ON NEW 4LOW—W - ON CONCRETE PAD' ICE SHIELD (TYP) CONCRETE BQU6'MEHT PAD WENSION CRAOE h GRADE O EXISTING NORTH ELEVATION a•. o Y i• SCALE' 1M"=1'-7 (Z4%361 AOR♦ Inr =1- . 1+1x17) I PROPOSED NORTH ELEVATION 4' O T C SCALE: 1/d•126K16) 2 ® rant Ire •r4r (vNI7) at&t GENERAL DYNAMICS Information Technology IS98 WESTLANEAVE.NORTH, SUITE BBD SEATTLE; WA98189 POWDER RIVER DevelopmentServke9, LLC xww:paxd9lmenkvown LICENSE: C-3065 REVISIONS RLVI M1E I DES IUMN INT e' 0I/0B/I6. ISSUM TOR CONST. ANN A. 10/26/15 11FUMFORI,001019OX A A gp or x ( •�io iulmr�a,�araa�"iw.�Powemoesq Nxsn ue eemwna reo,a�x ni. w,Ox mn rx Ivan �,ar ec°�ua0oex�'rc eia°R0"�Onm"'axrn� wnNN woe 41e11M WNlOR ov 1�f.OwCM1 SITE INFORMATION SITE #T IDLO4070 SITE NAME: REXBURG WT FA #.11012911165 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE.- TOWER ITLE:TOWER ELEVATIONS SHEET NUMBER: C-5 at&t GENERAL DYNAMICS Information Technology 1505 WESTLAKEAVE NORM; SUITE 000 SEATTLE, WA 30109 AIIIIINewk POWDER RIVER Develapm"Itsem ea,LLC m vpand@oovaFdev.mm LICENSE A: C-3065 REVISIONS M OATE ORCPIPTON INr 9 01/06/10 Issimnutcomr. PNW A I 10/10/10 I F*R�A&M SOX 1 JE n. god 0 0 40152 �S,ptpN��O txlznNo 0o seulm.nu: a lmnoum ars0mar. !are aaq Nau. Muw ns P110r00I a •aMam M1.91 ••avo•MOYa avanua, us .Ilcmlx n0 n00en rail xlwx lxtt acre wtt au 00SY' Im q1 xoi. nes muw,a alo SNuGaMNi awl aprac mmn Prc •w0, dt wmr •x amm Pamxm amour •mv •mm.mmPer lxc mvn0.. SITE INFORMATION SITE#: IOL04070 SITE NAME: REXBURG WT FA #:10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TIRE: ANTENNA PLANS SHEET NUMBER: C-6 E(ISTING ANTENNA AND TRANSMISSION CABLE REQUIREMENT 1900 700 1900: EXISTING 600�0' SELF- TOWER ppvSUPPORT `.�.i�6 lvOep`OJevevOevespl a pOeEXISTING C gv000e. ■—�■■■■ AT4T TMAvevooO Oivivsvve /i vvs.0eiveveV vvv..... •...vv...a...s...voo. regvivevooie uivivo0oEXISTING AT&T RAYCAP v.•.vlvev, i o (I PER SECTOR. 3 TOTAL) , pq1 OC6 SURGE SUPPRESSOR 1900 "' sprp revs. vevJ. oho e .uvev RRH UNIT JeevEXISTING AT&T 700 .. ■--■■■_ PER SECTOR, 3 TOTAL), EXISTING AT&T LTE ANTENNA,(I TO BE REPLACED (I PER SECTOR, 3 TOTAL) ...... :�::•700 voeo vvv: Jevev o eves vivOe��a00es pveva�,vevi• EXISTING (2 PER SECTOR. 6 TOTAL) 1000 1900 �i EXISTING ANTENNA PLAN �® 0 PROPOSED ANTENNA AND TRANSMISSION CAM REQUIREMENT ®00®� im „., ■���■■� EXISTING 6W-D"SELF- SUPPORT TOWER EXISTING AT&T TMAa�/o_vv ss _e:v�iii % EXISTING AT&T RAYCAP (I PER SECTOR, 3 TOTAL) , SURGE `l�iiiO. _ • nisi ■--_■-_ ..v... C4 - UWTS .oe• 1900 1900 vivo. viols. rOevEXISTING AT&T 700„ RRH UNIT. OSED •;, - ABOVE PROP(I - 64.x. :»® ��` aQi®®-•°•e/ vpvp PER vevev. - e- SE . viTevs� PER irV ■�—■■■■ C2 - LTE�•�� Oiv. vevev. vwev. .reviv .iwisv .qvi• ■--_■_� vivo. .repo •::::•\I�.:::: PROPOSED ATNT HANDRAIL KIT (GC 70 FIELD VERIFY HANDRAL REQUIRIDANIM) PROPOSED AT&T im RRH um pv°v vevev,NOTE TO CONTRACTOR: BELOW EXISTING 700 RRHvoo� 0 woo (11 PER SECTOR. 3 TOTAL) EXISTING AT&T ANTENNA 1. ANTENNA CUEAWCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO (2 PER SECTOR, 6 TOTAL) CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS MOUNTING HARDWARE RIF DESIGN. ANTENNA PIPE mauKr MODIMCATION'MAY BE REQUIRED. COXa . ] , • , ,. r - •- - a r- , BETWEEN 4. STRUCTURAL a - • -aa a- -, �V7.. a- BEFORE, a ]- �. .RH NA PLANPROPOSED ANTEN at&t GENERAL DYNAMICS Information Technology 1505 WESTLAKEAVE NORM; SUITE 000 SEATTLE, WA 30109 AIIIIINewk POWDER RIVER Develapm"Itsem ea,LLC m vpand@oovaFdev.mm LICENSE A: C-3065 REVISIONS M OATE ORCPIPTON INr 9 01/06/10 Issimnutcomr. PNW A I 10/10/10 I F*R�A&M SOX 1 JE n. god 0 0 40152 �S,ptpN��O txlznNo 0o seulm.nu: a lmnoum ars0mar. !are aaq Nau. Muw ns P110r00I a •aMam M1.91 ••avo•MOYa avanua, us .Ilcmlx n0 n00en rail xlwx lxtt acre wtt au 00SY' Im q1 xoi. nes muw,a alo SNuGaMNi awl aprac mmn Prc •w0, dt wmr •x amm Pamxm amour •mv •mm.mmPer lxc mvn0.. SITE INFORMATION SITE#: IOL04070 SITE NAME: REXBURG WT FA #:10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TIRE: ANTENNA PLANS SHEET NUMBER: C-6 u at &t GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH: SUITE 909 SEATTLE, WA98109 �� POWDER RIVER DeveWmentSeMNS, LLC 4xne.PaM'a"devcpm LICENSE p: C-3065 REWSIONS ffivi DATE I nFscRIMN INT 0of/08/19 a;suEOFgR CONST. ANW A 10/48/14 qSUFAM armm wx JE A. 8a p0. p 4t01ry� w1NpEio eKa°WBi. w�wnBwairar� ��"Jo� m1Eon"' wflOhm'.r®uo"11marcc.ivm u.uu w K wm n xrc FOnoN an txnrc a.� Fxozera aMwr "•ax •doth mm,r eF 1xc ennmc SITE INFORMATION SITE #; IDLO4070 SITE NAME: REXBURG NIT FA #:10129885 525 SOUTH 2ND EAST REXBURG, 10 83440 SHEET TITLE. RF WARNING & EQUIPMENT DETAILS SHEET NUMBER: C-7 ANDREW SBNHH-1D65C 12- (TTP) RADOME MATERIAL, flBERGWS; UV RESISTANT RAOOME COLOR: LIGHT GRAY DIMENSIONS; 98.4" X 11.90 X 7.1" 4 49.8 LBS CONNECTOR: 8 X 7/18 DIN FEMALE C CONNECTOR: # �� m _ m .._ Beyond this. point Rodb nnusyy8; althis•He mused Im tar human exposers. FMPWSI".abryaapoWst saes �7.1"I F. -a •X•9dddlnpAxlFalMRa(n Tadd e•glNmymvxWnmNaa. "wy 11 1.9' I w..«wwr.mml ANTENNA SPECIFICATIONS sC SE��Iz OPOONED RRH IT PROPOSED 2-3/8- (OAXN'0'. SCt1. 80 ANTENNA DOWNTI IPI MOUNTING MOUNTING BRACKET', PIPE PIPE (AS REQUIRED) SUPPLIED W/ ANTENNA (TYP) x T I!I I PROPOSED ANTENNA i ` �-.. �;„ Beyond this paint: • RRH MOUNTING tBRACKET MOUNTING r ns ago FrC fdm humanBRACKET a HARDWARE (SUPPLIED W/ RRH) BRACKET'. SUPPLIED a"f exposure. W/ ANTENNA (TYP) or FeBx•40alwyponWSlprcEndex• pwate..raw MnsleTwwa.p.nny RRH MOUNTING rm9almNlba•uldT•4axlR•ekuaMpsy. PLATE (AS 4rrtenw4nFM1 jWq. REQUIRED) ANTENNA MOUNTING DETAIL 3 N.TSE ALCATEL—LUCENT RRH2x64-T900A-4R EXISTING TOWER LEG OPERATIONAL BANDWIDTH: 1900 MHz WSW. 43 LBS. SIZE 7.2" x 11.2" x 20.1' ;I Raft nnc:"d j this poitmay uFCC gatoN Public exposure Iime. dFayrBpeMMgen enA Ms WIedM• emnleReeab. v r xwrcanoxreN.pF "nr .-e RRH MOUNTING DETAIL SCALE 5 RRH SPECIFICATIONS .SCALE 4 RRH SPECIFICATIONS 6CALE N.T.S. N.Ts. N.Ts. u at &t GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH: SUITE 909 SEATTLE, WA98109 �� POWDER RIVER DeveWmentSeMNS, LLC 4xne.PaM'a"devcpm LICENSE p: C-3065 REWSIONS ffivi DATE I nFscRIMN INT 0of/08/19 a;suEOFgR CONST. ANW A 10/48/14 qSUFAM armm wx JE A. 8a p0. p 4t01ry� w1NpEio eKa°WBi. w�wnBwairar� ��"Jo� m1Eon"' wflOhm'.r®uo"11marcc.ivm u.uu w K wm n xrc FOnoN an txnrc a.� Fxozera aMwr "•ax •doth mm,r eF 1xc ennmc SITE INFORMATION SITE #; IDLO4070 SITE NAME: REXBURG NIT FA #:10129885 525 SOUTH 2ND EAST REXBURG, 10 83440 SHEET TITLE. RF WARNING & EQUIPMENT DETAILS SHEET NUMBER: C-7 at&t GENERAL DYNAMICS Infolmadon Technology 15aewEST AKEAVF NORTH. SUITE NO SEATME, WA 98109 POWDER RIVER DevelopmentSenkm LLC wwwpMomveldevcm LICENSE #u C-3065 REVISIONS REV MTE. DESMPRON IM 0 01/08/10 Issm FOR ow. mw 10~5 lqsvwmRENEWwx JE A. eon ox o�152 � p�40I' SSIONAL9�G� �l iFoa°vu�m�iw�r�Rorcl'O'ra Iwa mmc. RR: moxa ue Rlaxw ncmeucu rt�i iaatF me emr�ilsn°Awiw`w xc°emn al mv�awrt niers •nxur rRnR..mmw:ttxm0 ar nE Dam. SITE INFORMATION SITE N:IDLO4070 SITE NAME: REXBURG WT FA #: 10129855 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-8 at&t GENERAL DYNAMICS Information Technology 1505 WE9TLAKEAVC NORTH, SUITE 800 SEATTLE, WA 88109 liP POWDER RIVER Development s6Nkes, «c WM'7.pMTti8nl &*V.OXO LICENSE C-3055 REVISIONS REv d1TE. o5scRMW 6Jr 0. 01/06/16 SSIAD FOR CONST. 11NW A 10/=0/16 o) FOR RMV Sf SOX JE A. J?o 152 �SIONAL>�O �` �^l l x�u w�'V°i m�iw nR a w °iww�'v�rt awvao. ue arxlxoe nc mama can an0i nn Ra: waF me omnm a aor. naa anavu Ro armnaae sww< xar x us0 n xri v01mx oR exnR ex anu mama wnaur. man wnwaaxswr ar nr oimau. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS SHEET -NUM S-1 ------------------ jj PROPOSED GRIP STRUT PLANK ivL 1/2" 0 U -BOLT TO MATCH EXISTING �s O 9.w 1L� 3" 0 STANDARD PIPE (3-1/2" O.D.) SPACED 8' D.C. MAX. 3/4' CHAMFER AT PROPOSED CONCRETE EXISTING CONCRETE CROWN TOP OF EXPOSED EDGES SLAB (Ye = 4,000 PSQ SLAB FOUNDATION FOR FOUNDATION MATCH THICKNESS DF EXISTING SLAB • 4 4 a a • G a a a a � 3' CLR A U BARS AT 12" O.C. BARS x 24" LONG EVENLY A MAXa MAEACH WAY SP SPACED AND DOWELED INTO CENTER OF XISTING SLAB USING SIMPSON • • SETEXP ADHESIVE. ad a� • o a a ad e • a • 4 8 12" DIAMETER CONCRETE FOOTING (I'c 4000 PSI) a a • a G a A °a a � a • • ICE SHIELD COLUMN 2 PROPOSED CONCRETE PAD NCT S TS at&t GENERAL DYNAMICS Information Technology 1505 WE9TLAKEAVC NORTH, SUITE 800 SEATTLE, WA 88109 liP POWDER RIVER Development s6Nkes, «c WM'7.pMTti8nl &*V.OXO LICENSE C-3055 REVISIONS REv d1TE. o5scRMW 6Jr 0. 01/06/16 SSIAD FOR CONST. 11NW A 10/=0/16 o) FOR RMV Sf SOX JE A. J?o 152 �SIONAL>�O �` �^l l x�u w�'V°i m�iw nR a w °iww�'v�rt awvao. ue arxlxoe nc mama can an0i nn Ra: waF me omnm a aor. naa anavu Ro armnaae sww< xar x us0 n xri v01mx oR exnR ex anu mama wnaur. man wnwaaxswr ar nr oimau. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS SHEET -NUM S-1 u at&t GENERAL DYNAMICS Informee0n Technology IRIS WESTLAKEAVE NORTH; SUITE Sao SEATTLE, WA 981% POWDER RIVER DevebpmentSerAw%LLG wwpaxdedvaft.00m LICENSE III: C-3065 REVISIONS R!Y MTE aFSCNVnON INT 0 01/00/16 lssuso mt corer. u1n A 10/28/15 1 m R sox A A. Do WASt�,p 14 2 IONAL4L�b w'�io w �i°b�iw��tt eo�iEa"�ina°fo romeo. wcmE nc MalmE ealrnE nar Ee xwc rn annyoc � Ewim xo slEranae esu 1lJf E Y!0 Illl.glSE E dIIIY Ex 0111FA YM016'IB EWAx glYl MNIp NMOO Y xE'py�L SITE INFORMATION SITE #: IOL04970 SITE NAME: REXBURG WT FA #: 10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS HEEf S-2 3/8" 0 BOLT EACH FLANGE : — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — OF GRIP STRUT PLANK PROPOSED GRIP STRUT PLANK TO MATCH EXISTING iv �. 1/2" 0 U–BOLT ==4 GRIP STRUT PLANK STEEL ANGLE 3" 0 STANDARD PIPE (3-1/2" O.D.) FASTENING OF STEEL PLATE TO ANGLESCALE 1 Tr SPACED 8' D.C. MAX. PROPOSED GRIP STRUT PLANK TO MATCH EXISTING EXISTING GRIP STRUT PLANK (4) 1/2" SIMPSON STRONG -BOLT WEDGE ANCHORS SPACED 5" O.C. (2) 3/4"0 THROUGH BOLTS -3/8" x 8" x 0'-8" STEEL PLATE 3/16 CONCRETE SLAB I I 2" 3" _ 2' EX NG STEEL ANGLE II II I I I PROPOSED L4x4xl/4 STEEL ANGLE EXISTING STEEL PIPE COLUMN 6" MIN. ICE SHIELD COLUMN 3 STEEL ANGLE TO STEEL ANGLE CONNECTION NGT SE N.T.S.CL2 u at&t GENERAL DYNAMICS Informee0n Technology IRIS WESTLAKEAVE NORTH; SUITE Sao SEATTLE, WA 981% POWDER RIVER DevebpmentSerAw%LLG wwpaxdedvaft.00m LICENSE III: C-3065 REVISIONS R!Y MTE aFSCNVnON INT 0 01/00/16 lssuso mt corer. u1n A 10/28/15 1 m R sox A A. Do WASt�,p 14 2 IONAL4L�b w'�io w �i°b�iw��tt eo�iEa"�ina°fo romeo. wcmE nc MalmE ealrnE nar Ee xwc rn annyoc � Ewim xo slEranae esu 1lJf E Y!0 Illl.glSE E dIIIY Ex 0111FA YM016'IB EWAx glYl MNIp NMOO Y xE'py�L SITE INFORMATION SITE #: IOL04970 SITE NAME: REXBURG WT FA #: 10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS HEEf S-2 EXISTING PROPOSED EXISTING �\ UMTS LTE GSM ANTENNA ANTENNA 0^— `aito$ � iII o�i OANTENNA 1.OD" 1.517 � TYPE HTYPE 2-YA-2TYPE PE Yn-TYPE EXISTING RRH UNIT 0.00N -- I RRH UNIT >4b TYPE TYPE VN .TYPE.tiO TYPE TYPE CY 2.00 ♦ ' EXISTING 2.875" TMA (TYP) 3.500" — ■Olt 4.00p^ o l� NO. 415OA414 ® 56.20 (4) p\ ( • �yY TYPE VS, TYPE VB TYPE PT TYPE GR INSULATION 437:00 (26) Ngm NO. WBKT1 ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WALL BRACKET p WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS EXISTING PROJECT. #2 AWG GREEN STRANDEDp p @ c 0 RAYCAP DC6 SCALE R -SCALE GROUND FROM TMA TO p.—e EXOTHERMIC WELDING NTe 4 12.818 GROUND BARS .T.S. 1 SECTOR GROUND BAR (TYP) FROM ANTENNA #z AWG ORM STRANDED c c GROUND FROM RRH I I APPROVED SECTOR GROUND BAR #2 AWG GREEN STRANDED RX GROUNDING GROUND FROM WO R KIT (TYP) n. c1 SECTOR GROUND BAR #2 AWG GREEK STRANDED PROPOSED MWS TEM ET TX GROUND FROM RRH TO ( BATTERY CABINET SECTOR GROUND BAR (lYP). EXISTING(TYP' SECTOR GROUND RX JJTM'ER. A. II EXISTING #2 AWG GROUND LEADS (GC TO FIELD VERIFY) TO ANTENNA TRAY TRAY EXISTING GROUND BAR' APPROVED AT BASE OF TOWER WEATHERPROOFING TOWER — — _, _ _.. — — ,y�. _ �— — — — — _ — — — — _, PROPOSED #2 AM GROUND KIT (TYP) R6 AWG — — — — I I — — — FROM NEW BATTERY CABINET TO'MNN CROVNO RING. #2 AWG BCW BONDED FROM ANTENNA. TO GROUND WIRE FRAME SUPPORT ALONG CABLE TRAY EXISTING #2 AWG O CROUNO LEADS (GC TO FIELD, VERIFY) #2 AWG BCW GROUNDING BAR MOUNTED NEAR ANTENNAS NOTE_ DO NOT INSTALL CABLE GROUND KIT AT A. BEND EQUIPMENT GROUNDING DETAILS cJUE NcaSE N.T.S. COAX GROUNDING DETAIL 2 I EXISTING ARGOS POWER PLANT: EXISTING GSM EXISTING #2 AWG GROUND WIRE /CABINET EQUIPMENT TO MGB (TYP)/PROPOSED / rEXISTING LTE r CABINET EXISTING SELF-SUPPORT TOWER VWIRE RRN 'UNIT.- X MOUNTED BELOW EXISTING RRH IED EL -TOWER TEG SIZE BURNDY LUGBOLT SIZE HEAT SHRINK (CLEAR) BURNDY GROUND LUC (SEE TABLE MODEL) NUT (TYP)� #2 mo SMD BRED - YAC 1" J/8'-16 NC 51 NL! #2 AMO SIBNDED YAx-D018 7/8'-16 NC 5 2-B8UFROM #2/0 ARD SIPOM Y:MM !/B"-16 W S 21 #6/0 AWG SBORIFA YA28-2N 2/B'-16lM S 7 BBU aw GENERAL DYNAMICS Infbnm an Teonnofty 1806 WESTIAKEAVE NORTH,SUITE800 SEATTLE, WA98110B POWDER RIVER Developmenl99Nices, LLG WAYMP0k8MV8rd(W(018 LICENSE #: C-3065 REVISIONS INYI DATE I DE$CPoPiION: INT D o1)ee/15 ISSUMfORCONW ANw A 10/25/13 134YED M FkW RDx I JE A. gG& aA9s.. r� .p x pow p 4015522 SS�NAt��. c t 11wq ruxs:xD umnvmim. u RwwiRioSt a JSmcc ws .wR »ri.IdYX TIS Pw.wnY a wwom wM awaixxr w�'�a5�iwrw n�iw��uu�acc n e a�w� xor z u9m n.xr wnRex n exma wanwR wmims FMLf MM M,111F11 PYpOIf OI M EINEP. SITE INFORMATION SITE #: IOL04070 SITE NAME: REXBURG VWT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-1 EXISTING UMTS LLK WASHER CABINETINS NOTES: (TYP)�.. 1. ALL HARDWARE BOLT, NUTS, LOCK WASHERS STEEL. II 1 HARDWARESHALL ALL ARE TOSTAINLESS AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND ,.::, _- GROUND BAR CROUNDINC BM.T (TYP) CONDUCTOR NUT: 0 y _ 2. COPPER SHIELD, ANTIOX, OR NO -OX OR ® EOUIVALENT SHALL BE PLACED WHERE BURNDY TWO HOLE LUG W/ TO SECTOR ALL DISSIMILAR 'METALS CONNECT. LONG BARREL FOR #2 AWG 1 GROUND BAR ! EXISTING TOWER LEG 3. ALL LUGS TO BE INSTALLED PER STRANDED OR EQUIVALENT B G MANUFACTURER'S SPECIFICATIONS. (- 4. ALL RRH GROUND WIRES SHALL BE #2 'BARE. WIRE TO BE N0-0% m II �' ' PROPOSED DFR 2 AWONEW GREEN STRANDED. B ROUNDBARRELUGS SHALL BE 2 -HOLE, AT BOTH ENDS UND RRH LONG I EXISTING GROUND LEVEL UNR TO EXISTING SECTOR GROUND BAR (1YP) 6. OUTDOOR GROUND LUGS SHALL BE BLACK HEAT SHRINK W/O INSPECTION HOLES. #2 AWG STRANDED 7. INDOOR GROUND LUGS SHALL BE CLEAR GREEN INSULATION EXISTING EOUIPMENY ;MASTER PROPOSED BBU HEAT SHRINK W/ INSPECTION HOLES. I TYPICAL GROUNDING SCHEMATIC SCALE 7 RRH GROUNDING DETAILS SCALE s MECHANICAL LUG CONNECTION SCALE 3 NTS: N:T:S: N.Ts. aw GENERAL DYNAMICS Infbnm an Teonnofty 1806 WESTIAKEAVE NORTH,SUITE800 SEATTLE, WA98110B POWDER RIVER Developmenl99Nices, LLG WAYMP0k8MV8rd(W(018 LICENSE #: C-3065 REVISIONS INYI DATE I DE$CPoPiION: INT D o1)ee/15 ISSUMfORCONW ANw A 10/25/13 134YED M FkW RDx I JE A. gG& aA9s.. r� .p x pow p 4015522 SS�NAt��. c t 11wq ruxs:xD umnvmim. u RwwiRioSt a JSmcc ws .wR »ri.IdYX TIS Pw.wnY a wwom wM awaixxr w�'�a5�iwrw n�iw��uu�acc n e a�w� xor z u9m n.xr wnRex n exma wanwR wmims FMLf MM M,111F11 PYpOIf OI M EINEP. SITE INFORMATION SITE #: IOL04070 SITE NAME: REXBURG VWT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-1