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HomeMy WebLinkAboutTOWER PLANS REVISION 2-22-16 - 16-00046 - 525 S 2nd E - AT&T Tower AdditionSITE INFORMATION TOWER OWNER: CROWN CASTLE SHEET NO. 2000 CORPORATE DR. REV CANONSBURG, PA 15317 CROWN CASTLE BU#: 857594 SITE NUMBER — NAME: IDLO4070—REXBURG WT SITE ADDRESS: 525 SOUTH 2ND EAST OVERALL SITE PLAN REXBURG, ID 83440 COUNTY: MADISON COUNTY LATITUDE: 43.814969 N PROPOSED SITE PLAN (43' 48' 53.88') LONGITUDE: 111.777131 W 0 (-111' 46' 37.67") GROUND ELEVATION: 5047' AMSL OCCUPANCY TYPE: UNMANNED ZONING JURISDICTION: CITY OF REXBURG ZONING CODE: CONDITIONAL USE PARCEL NUMBER: RP037020040250A POWER PROVIDER: PACIFICORP TELCO PROVIDER: TBD I CONTACT INFORMATION I A&E SERVICES: POWDER RIVER DEVELOPMENT SERVICES, LLC. 219 S. WOODDALE AVE. EAGLE, ID 83616 CONTACT: HOLDS SMITH PHONE: (832) 679-7632 EMAIL: hollla.smithOpowderriverdev.com ENGINEERING: POWDER RIVER DEVELOPMENT SERVICES, LLC. 219 S. WOODDALE AVE. EAGLE, ID 83616 CONTACT: DONALD W. GEORGE, PE, SE, MLSE PHONE: (208) 602-6569 EMAIL: don.georgeOpowderriverdev.com SITE ACQUISITION SERVICES: POWDER RIVER DEVELOPMENT SERVICES, LLC. 219 S. WOODDALE AVE. EAGLE, ID 83616 CONTACT: JONATHAN SCHMITT PHONE (720) 466-3898 EMAIL:- Jonathan.schmittOpowderriverdev.com APPLICANT: GENERAL DYNAMICS WIRELESS SERVICES 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 CONTACT: CHRIS EDWARDS PHONE: (404) 583-8609 EMAIL: chris.edwarda®gdit.com =x v at&t r. "�Ic.e..�a x - IDL04070 REXBURG WT FA#: 10129865 PTN#: 3771 AO02FM 60'-0" SELF-SUPPORT TOWER LTE 2C UPGRADE VICINITY MAP SITE PHOTO -: P. ��r 7 w( r S; SITE r._ N v F 't z' -7y L A� (►dng �r"htt\ NOT lU SCALE `k xmuxeawr+wx.nxu DRIVING DIRECTIONS FROM SALT LAKE CITY, UT: DEPART US -89/S STATE ST TOWARD E 500 S/CESAR E CHAVEZ BLVD & TURN RIGHT ONTO UT-269.W/E 500 S/CESAR E CHAVEZ BLVD. TURN RIGHT ONTO S 400 W. TURN LEFT ONTO W 400 S/UNIVERSITY BLVD. TAKE RAMP RIGHT FOR 1-15 N. TAKE RMP RIGHT FOR US -20 EAST TOWARD REXBURG. TURN RIGHT ONTO US -20 E. TAKE RAMP RIGHT TOWARD BYU—IDAHO/SOUTH REXBURG. TURN RIGHT ONTO UNIVERSITY BLVD. ROAD NAME CHANGES TO S 2ND ST W. TURN RIGHT ONTO W 7TH S. ROAD NAME CHANGES TO E 7TH S. TURN LEFT ONTO S 2ND E. TURN RIGHT ONTO ROAD. SITE WILL BE ON THE LEFT. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY 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: DEVELOPMENT MGR: DATE: PROJECT MGR: DATE: RF MGR: DATE: CONST. MGR: DATE: SITE ACQ. MGR: DATE: PROPERTY OWNER: DATE: OPERATIONS MGR: DATE: I LTE 2C SCOPE OF WORK 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 & (4INSIDE EXISTING 15 MP BREAKERS (1 PER CABINET. ) CONVERTERS RRH UNIT) TO EXISTINGDO POWER RPLANT. INSTALL (1) NEW BATTERY CABINET W/ (8) BATTERIES ON PROPOSED 4'-0"X5'-0" CONCRETE PAD EXTENSION W/ NEW 4'-0"XB'-0" ICE SHIELD. REDS: VER. 4.0, REV. 4.2, 08/04/15 APPLICABLE CODES BUILDING CODE 2012 IBC ELECTRICAL CODE 2014 NEC a1 0 LUN HN GENERAL of y c p Information Technology. tl 1505 WESTLAKE AVE. NOFIO SEATTLE, WA 91 N U N N ul POWDER I DOVBIOprt180t Sem, ...... www.powdenwidwcom LICENSE #: C-3065 0 102/1l/1611SSUE0 FOR CONST. ANW 1 A 10/20/13 ISSUED FOR REVIEW 903 JE SITE INFORMATION SITE #:IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 DRAWING INDEX SHEET NO. DESCRIPTION REV T-1 TITLE 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 TOWER ELEVATIONS 0 C-6 ANTENNA PLANS 0 C-7 RF WARNING & EQUIPMENT DETAILS 0 C-8 EQUIPMENT DETAILS 0 S-1 STRUCTURAL DETAILS 0 S-2 STRUCTURAL DETAILS 0 G-1 GROUNDING DETAILS 0 I LTE 2C SCOPE OF WORK 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 & (4INSIDE EXISTING 15 MP BREAKERS (1 PER CABINET. ) CONVERTERS RRH UNIT) TO EXISTINGDO POWER RPLANT. INSTALL (1) NEW BATTERY CABINET W/ (8) BATTERIES ON PROPOSED 4'-0"X5'-0" CONCRETE PAD EXTENSION W/ NEW 4'-0"XB'-0" ICE SHIELD. REDS: VER. 4.0, REV. 4.2, 08/04/15 APPLICABLE CODES BUILDING CODE 2012 IBC ELECTRICAL CODE 2014 NEC a1 0 LUN HN GENERAL of y c p Information Technology. tl 1505 WESTLAKE AVE. NOFIO SEATTLE, WA 91 N U N N ul POWDER I DOVBIOprt180t Sem, ...... www.powdenwidwcom LICENSE #: C-3065 0 102/1l/1611SSUE0 FOR CONST. ANW 1 A 10/20/13 ISSUED FOR REVIEW 903 JE SITE INFORMATION SITE #:IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 GENERAL CONSTRUCTION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: TBD SUBCONTRACTOR: TBD 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR AND CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 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 LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS OTHER WISE, THE WORK SHALL INCLUDE FURNISHING, MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEERPRIOR TO PROCEEDING WITH WORK. B. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF 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 THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLES. 12. ERECTION SHALL BE DONE IN A WORK MANLIKE MANNER BY COMPETENT EXPERIENCED PRACTICE. ALL MEMBERS SHALL BE LAID 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 CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. THE SCOPE OF CONTRACTOR FROM THE 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED 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. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION 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 WITH 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 23. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 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 #2 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 BENT TO A MINIMUM OF 8' RADIUS. 6. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING, INSTALL WIRE IN 314' HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5' BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT. 7. ALL GROUND BARS SHALL BE TINNED COPPER, SECTOR BARS 2", COLLECTOR AND MOB BARS 4", OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBUNG UGS, AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE GROUND RING, 2 EA. #2 SOUD DOWNLEADS SHALL BE CAD -WELDED TO THE GROUNDING, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH SHALL RUN IN 3/4" HEAVY WALL UQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING, WHEN CONNECTING SECTOR GROUND BARS, DAISY -CHAIN THE GROUND BARS AND RUN 1 EA. #2 AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD -WELD TO THE RING. 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION LUGS SHALL BE USED, PROTECT WITH WEATHERPROOF HEAT SHRINK, AND WITH A THIN COAT OF "KOP'R SHIELD' OR EQUIVALENT PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, A #6 AV/G STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG, PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF -TAPPING SCREWS AS NOTED IN NOTE 10 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL. CAD -WELDED CONNECTIONS TO NON-GOPPER SURFACES, APPLY ONE COAT OF ANY ANTI -OXIDIZING PAINT. "COLD GALV" OR EQUIVALENT. 11. GROUND RODS SHALL BE COPPER -CLAD STEEL 5/8"00', SPACED NO LESS THAN 10' ON CENTER. 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NONMETALLIC, NON-CONDUCTIVE, UV RATED CLAMPS, BRACKET, AND OR SUPPORTS. 13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY, UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO EARTH 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 INSTALLED IN A WORKMAN -LIKE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70. 15. ALL RRH GROUND WIRES SHALL BE #2 GREEN STRANDED. 16. ALL GROUND LUGS SHALL BE 2 -HOLE LONG BARRELL. 17. OUTDOOR GROUNDS SHALL BE BLACK HEAT SHRINK W/O 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. 80 PIPE. aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA W109 ASA �NCP%� POWDER RIVER Development Services, LLC, wwvi.powderverdev= LICENSE #: C-3065 REVISIONS MI DATE I DESCRIMN IM 0 02/17/16 ISSUED FOR CONST. ANW A 10/20/15 ISSUED FOOR, RENEW 90% JE 4�4t. ST 6 6 F0 GPG110x5. AE P AHDESMVLBPE4Vx MpE PROPMN Of BER RIVER DEVELWME sE1MCE& GL WXER THE PRWECIB fOfl "ER THIN ARE LLWE ME EXIONUTED RVME RR NOT BE USED BY I PPA9Jx OR EMR( OR MER PRNECR 'Ai1XON PRIOR RBETEN .. Of TIE PNOIN.. SITE INFORMATION SITE #:IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -1 DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BEI A CURRENT LAND SURVEY. ALL PROPERTY LINES, EA' SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIF PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, LLC. DOES .NOT GUARANTEE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SI AND DIMENSIONS. EXISTING isOmni Cal- I ymft THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS v4crtc DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED IS NOT IMPLIED NOR INTENDED TO BE A COMPLETE INVENTORY OF THE UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. EXISTING ALLEY 15' 0 15' 1 'ALL: 1" = 13' (24X36) 1 OVERALL SITE PLAN ® AR1 = 30' (11.17, at&t GENERAL DYNAMICS Infonnation Technology 1505 WESTLAKE AVE. NORTH, SUITE 600 SEATTLE, WA 98109 POWDER RIVER Development Services, LLC www.povlda*erdev.wm LICENSE #: C-3065 REVISIONS REVI DAME I DESCRIPTION IM 0 02/17/16 ISSUED FOR CONST. ANW A 10/20/15 ISSUED FOORl RENEW 90% JE a ` G -T 6 6 0 P a� E PVNS MO RP FC TON%M OFFUMEM4 OF SEPAM ME MO S REMVN TIE PROPMD' OF POYNFORER R. ONEI .. RM,Cf EYEWIEO OF OEUJO M TME MO. ORV ..1 SPEOIFlGTOx4 9W11 xm RE MSN Si . PER. OR . OR MM PR.. 'FRI PRIM RFRI WROW OF TIE ENOMIMt SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-1 EXIT EXISTINC is16serw1rCa681m riA' on Iyoft THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMA PROVIDED IS NOT IMPLIED NOR INTENDED TO BE A COMPLErl INVENTORY OF THE UTILITIES IN THIS AREA. IT IS THE COHTR RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (% SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAI CAUSED BY CONTRACTOR'S ACTIVITIES. EXISTING SITE PLAN 2• D 1' 2' AALC 1/2" = i' I29— ® ORP: 1/4" =1'-0" (11x1]1 aw GENERAL DYNAMICS Information Technology 1505 MSTLAKE AVE. NORTH, SUITE 000 SEATTLE, WA98109 POWDER RIVER Development Services: LLC www.powdenWrdev.am LICENSE #: C-3065 REVISIONS REV DAIS DESCRIPTION INT D 02/17/16 ISSUED FOR CONST. AM A 10/28/15 ISSUED FOOR'REVIEW 90% JE 4° ' STs � - 8 6 a 0 P WMEN� MO A4 INS Md OF SWMA9E MO EW REMN ME PRWEAD OF POW R RM DEV OPMd! SERNEMgym M OWJE ME PRo ECR i W CII TREY ANE AWE IU'MJNS AYD SPEgFlGTCN9 SWIl XO! BE USED MOVdNOYE OMH E ..I.. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EXISTING SITE PLAN SHEET NUMBER: C-2 NOTE: 1. GC TO FIELD VERIFY ALL DIMENSIONS & EXACT EQUIPMENT LOCATIONS. EXISTING L EXISTING 12' ACCEE isKiel ow embalm cabormalwft THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED IS NOT IMPLIED NOR INTENDED TO BE A COMPLETE INVENTORY OF THE UTILITIES IN THIS AREA. IT IS THE CONTRACTOR' RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHE SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. N ��i PROPOSED SITE PLAN r 0 r z I SGALE: 1/2' =1'-0 124%361 1 aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 600 SEATTLE, WA99109 A^4e*#& POWDER RIVER Development Services, LLC: www.powdenwrday.00m LICENSE $: C-3065 REVISIONS REVI DATE I DESCRIPTION IM 0 02/17/16 ISSUED FOR CONST. ANW A 10/28/15 ISSUED FOR RENEW 90% JE Q�� 4w�0LF4 6 �ula►a STRMMEMS GF SFhNCC ME MD 51 RE EON TRE PROPEM! M POREER PN�RIFRER DEVEIDPMER SEEXEELMEO R�106, IlG YMEmER THE P ECR MO SPEpERGTONR SNVLE MENOT RE USEDR6(. PERSON OR EMRRY ON NRR PROJEED .EE, PRIOR.. WIVE. OE RE ER,MEER. 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: 1O EXISTING GSM CABINET O2 EXISTING UMTS CABINET O & EXISTING DC POWER PLANT NEW 15 AMP BREAKERS `NS2) NEW CONVERTERS INSTALLED 4 EXISTING LTE CABINET W/ (2) NEW BCEM CARDS & (4) NEW SFP'S INSTALLED O5 EXISTING TELCO BOX © EXISTING AC POWER PANEL O7 EXISTING SURGE SUPPRESSOR OB EXISTING MAIN DISCONNECT 9O EXISTING POWER METER 10 EXISTING GENERATOR PLUG 11 EXISTING FIBER SLACK BOX 12 EXISTING GPS ANTENNA 13 EXISTING EQUIPMENT ICE SHIELD 14 EXISTING ICE BRIDGE 15 PROPOSED ARGUS TE209 BATTERY CABINET W/ (8) NEW BATTERIES 16 PROP EXTES ED 4 —0'X5'-0' CONCRETE PAD 511 13 1© PROPOSED 4'—O"W-0" ICE SHIELD EXTENSION E N i NOTE: 1. GC TO FIELD VERIFY ALL DIMENSIONS & EXACT EQUIPMENT LOCATIONS. 6' 0 10 6' I SGALE: Tr =;'L (29X361 EQUIPMENT PLAN 4�0 �„ , (] a 9 aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 POWDER RIVER Development Services; LLC wwp9wdaverdev:cam LICENSE d: C-3065 REVISIONS REVI GATE I DESCRIPTION IM 0 02/17/16 ISSUED FDR C0N5T. AM A 10/28/15 ISSUED FDeeR REVIEW 90% JE GT is 6 d MEEEEI RENVN PMS Mo TIE PR M CPI POWCExRE W Uor 6Y MEKrE EVMCES.. MME . ME PR01619 . XI. MEY ME MNE ME EXEE. CR X.. M. ..Mo EPEGfIGTOxS SWIL xma os,. M. vExWX ox. w.. M.. M N AW TTM W SEM OF ME E NEER. SITE INFORMATION SITE M IDLO4070 SITE NAME: REXBURG tNT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: C-4 ME INFORMATION CONTAINED IN THIS SET OF CONSPUCRON DOCUMENTS IS PROPRIETARY 6Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS SIRICRY PROWIBRED. at&t GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 POWDER RIVER DevekpmentServices, LLC. wo,powdeirhl iWoom LICENSE #: C-3065 REVISIONS REV DATE DESCRIP1ION IV 0 02/17/18 ISSUED FOR CONST. ANW A 10/28/15 ISSUED FOR REVIEW 90% JE o k TT - 6 6 0 0 P. �.LiAM N9 M INFFUWE OF S CE ME MO SMU- P N ME PROPERTY OF POWXO RNER OEY➢llPMEM 0.... TIC... 1NE Pfl. FCR X1119. 1REY ME .1 ..0 SHVL xm EE U. el Rur ORRwums MD R....0.. OR . ON .. PROJ. xTmaln Paoli xnnrtx m1,0. OF 1.E ..vx SITE INFORMATION SITE M IDLO4070 SITE NAME: REXBURG WT FA #: 10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: 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 LTE ANTENNA EXISTING AT&T LTE ANTENNA, (1 PER SECTOR, 3 TOTAL) V TIP OF AT&T ANTENNAS TO BE REPLACED (1 PER SECTOR, 3 TOTAL) TIP OF AT&T ANTENNAS PROPOSED AT&T HANDRAIL KIT EL. 67'-0" (AOL) EL. 67'-0" (AGL) N EXISTING AT&T ANTENNA EXISTING AT&T ANTENNA (2 PER SECTOR, 6 TOTAL) (2 PER SECTOR, 6 TOTAL) AT&T RAD CENTER h AT&T RAD CENTER EL. 63'-0" (AGL) SEL 63'-0" (AGL) 6 TOP OF SELF—SUPPORT TOWER TOP OF SELF—SUPPORT TOWER EL. 60'-0" (AGL) EL. 60'-0" (AGL) EXISTING AT&T TMA EXISTING AT&T TMA (1 PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3 TOTAL) EXISTING AT&T 700 RRH UNIT EXISTING AT&T 700 RRH UNIT EXISTING AT&T RAYCAP (I PER SECTOR, 3 TOTAL) EXISTING AT&T RAYCAP (1 PER SECTOR, 3 TOTAL) DC6 SURGE SUPPRESSOR DCS SURGE SUPPRESSOR PROPOSED AT&T 1900 RRH UNIT (1 PER SECTOR, 3 TOTAL) EXISTING AT&T (18) 7/8" COAX, (2) 7/8" EXISTING AT&T (18) 7/8" COAX, (2) 7/8" DC POWER CABLES & (1) 1/2" FI8ER DC POWER CABLES & (1) 1/2" FIBER CABLE RUN ON AT&T WAVEGUIDE LADDER CABLE RUN ON AT&T WAVEGUIDE LADDER EXISTING 60'-0" SELF— EXISTING 60'-0" SELF— SUPPORT TOWER SUPPORT TOWER EXISTING AT&T GPS EXISTING AT&T GPS ANTENNA (TYP) ANTENNA (TYP) EXISTING AT&T ICE BRIDGE PROPOSED AT&T 4'-0"X6'-0" EXISTING AT&T EQUIPMENT EXISTING AT&T ICE BRIDGE EQUIPMENT ICE SHIELD EXTENSION EXISTING AT&T EQUIPMENT ON CONCRETE PAD ICE SHIELD (TYP) PROPOSED AT&T OUTDOOR BATTERY EXISTING AT&T EQUIPMENT EXISTING AT&T EQUIPMENT CABINET ON NEW 4'—O"X5'-0" ON CONCRETE PAD ICE SHIELD (TYP) CONCRETE EQUIPMENT PAD EXTENSION h GRADE hh GRADE V EL 0'-0" 4' EL 0'-0" EXISTING NORTH ELEVATION a 2' a' SCALE: 1/4" =TA" (2x36) PROPOSED NORTH ELEVATION o Y 4' SCALE: 1/4" =i'A" (24X8) 2 ® ® (OR) 1/8"=1._0�� (11x1]) (OR) 1/8"=1_0.. (11x1]) ME INFORMATION CONTAINED IN THIS SET OF CONSPUCRON DOCUMENTS IS PROPRIETARY 6Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS SIRICRY PROWIBRED. at&t GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 POWDER RIVER DevekpmentServices, LLC. wo,powdeirhl iWoom LICENSE #: C-3065 REVISIONS REV DATE DESCRIP1ION IV 0 02/17/18 ISSUED FOR CONST. ANW A 10/28/15 ISSUED FOR REVIEW 90% JE o k TT - 6 6 0 0 P. �.LiAM N9 M INFFUWE OF S CE ME MO SMU- P N ME PROPERTY OF POWXO RNER OEY➢llPMEM 0.... TIC... 1NE Pfl. FCR X1119. 1REY ME .1 ..0 SHVL xm EE U. el Rur ORRwums MD R....0.. OR . ON .. PROJ. xTmaln Paoli xnnrtx m1,0. OF 1.E ..vx SITE INFORMATION SITE M IDLO4070 SITE NAME: REXBURG WT FA #: 10129885 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: TOWER ELEVATIONS SHEET NUMBER: C-5 Al - GSM 1900 EXISTING 60'-0" SELF- SUPPORT TOWER EXISTING AT&T TMA - (1 PER SECTOR, 3 TOTAL) C4 - UMTS 1900 EXISTING AT&T LTE ANTENNA, TO BE REPLACED (1 PER SECTOR, 3 TOTAL) C2 - LTE 700 EXISTING ANTENNA PLAN EXISTING 60'-0" SELF- SUPPORT TOWER EXISTING AT&T TMA - (1 PER SECTOR, 3 TOTAL) C4 - UMTS 1900 PROPOSED AT&T LTE ANTENNA (1 PER SECTOR, 3 TOTAL) C1 - GSM 1900 Al - GSM 1900 C2 - LTE 700/1900 PROPOSED AT&T 1900 RRH UNIT, BELOW EXISTING 700 RRH UNIT (1 PER SECTOR, 3 TOTAL) C1 - GSM 1900 A2 - LTE 700 A2 - LTE 700/1900 A4 - UMTS 1900 EXISTING AT&T RAYCAP DC6 SURGE SUPPRESSOR 31 - GSM 1900 EXISTING AT&T 700 RRH UNIT (1 PER SECTOR, 3 TOTAL) B2 - LTE 700 EXISTING AT&T ANTENNA (2 PER SECTOR, 6 TOTAL) B4 - UMTS 1900 A4 - UMTS 1900 �- EXISTING AT&T RAYCAP OC6 SURGE SUPPRESSOR 81 - GSM 1900 EXISTING AT&T 700 RRH UNIT, ABOVE PROPOSED 1900 RRH UNIT (1 PER SECTOR, 3 TOTAL) B2 -LTE 700/1800 PROPOSED AT&T HANDRAIL KIT (GC TO FIELD VERIFY HANDRAIL REQUIREMENTS) EXISTING AT&T ANTENNA �- (2 PER SECTOR, 6 TOTAL) B4 - UMTS 1900 EXISTING ANTENNA AND TRANSMISSION CABLE REQUIREMENT SECTOR TRANSMISSION CABLE RAD ANTENNA TYPE TECHNOLOGY ANTENNA CTR AZIMUTH QTY LENGTH TYPE At EXISTING GSM 1900 0' 2 83' COAX 0 I A2 EXISTING LTE 700 0' 1 83' FIBER in m A4 EXISTING UMTS 1900 0' 2 83' COAX 81 EXISTING GSM 1900 120' 2 83' COAX o B2 EXISTING LTE 700 120' 1 83' FIBER iM n ta B4 EXISTING UMTS 1900 120' 2 83' COAX ED C1 EXISTING GSM 1900 240' 2 83' COAX 0 C2 EXISTING LTE 700 240' 1 83' FIBER 0 d C4 EXISTING UMTS 1900 240' 2 831 COAX c� N NOTE TO CONTRACTOR: N 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS MOUNTING HARDWARE AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED. 2. CONTRACTOR TO VERIFY FINAL ANTENNA CONFIGURATION FROM FINAL RFOS. 3. CONTRACTOR SHALL VERIFY A MINIMUM OF 4 FEET SEPARATION BETWEEN ALL ANTENNAS. 4. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES, LIGHT POLES, AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, RRH UNITS, ETC. PROPOSED ANTENNA PLAN NTSEc 2 THE INFORMATON CONFNNED IN THIS SET OF CONSTRUCRON DDCUNENFS IS PROPRIETARY RY NATIRE ANY USE OR DISGWSURE OTHER THAN THAT WHICH METATES TO CARRIER SERVICES IS STORMY PROHIBITED. aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 POWDER RIVER Development Services, LLC. WWe.powee rwrdev.Eom LICENSE #: C-3065 REVISIONS REVI DATE I DESCRIPnON INT 0 02/17/16 ISSUED FOR CONST. Mw A 10/20/15 ISSUED FOR RENEW 90% JE T 6 6 0 P �lMWI►ti TRME PVNS AHO SPEPMG RO, AS mEFRJMWIS OF SERnCE, xRE AVO SRVL RMAN WE PRCPERIY OF Po RMA OEVELOPMEM ME EM EO. Ofl ROEER WEE ...0 MIN SPECIMAlI0N5 R. NOT RE U50RI M PF ORW OR EMR! M OWER PRWECR .OUT PRIOR W RTEN CONSENT OF WE ENmNE SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-6 --L- � NTS .PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT SECTOR ANTENNA TRANSMISSION CABLE RAD ANTENNA TYPE TECHNOLOGY AZIMUTH CTR QTY LENGTH TYPE 0 Al EXISTING GSM 1900 0' 2 83' COAX A2 PROPOSED LTE 700/1900 0' 1 83' FIBER e� Off, A4 EXISTING UMTS 1900 0' 2 83' COAX 131 EXISTING GSM 1900 120' 2 83' COAX cj B2 PROPOSED LTE 700/1900 120' 1 83' FIBER TMn tj B4 EXISTING UMTS 1900 120' 2 83' COAX DO O 01 EXISTING GSM 1900 240' 2 83' COAX �n C2 PROPOSED LTE 700/1900 240' 1 83' FIBER m d C4 EXISTING UMTS 1900 1 240' 2 83' COAX NOTE TO CONTRACTOR: N 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS MOUNTING HARDWARE AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED. 2. CONTRACTOR TO VERIFY FINAL ANTENNA CONFIGURATION FROM FINAL RFOS. 3. CONTRACTOR SHALL VERIFY A MINIMUM OF 4 FEET SEPARATION BETWEEN ALL ANTENNAS. 4. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES, LIGHT POLES, AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, RRH UNITS, ETC. PROPOSED ANTENNA PLAN NTSEc 2 THE INFORMATON CONFNNED IN THIS SET OF CONSTRUCRON DDCUNENFS IS PROPRIETARY RY NATIRE ANY USE OR DISGWSURE OTHER THAN THAT WHICH METATES TO CARRIER SERVICES IS STORMY PROHIBITED. aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 POWDER RIVER Development Services, LLC. WWe.powee rwrdev.Eom LICENSE #: C-3065 REVISIONS REVI DATE I DESCRIPnON INT 0 02/17/16 ISSUED FOR CONST. Mw A 10/20/15 ISSUED FOR RENEW 90% JE T 6 6 0 P �lMWI►ti TRME PVNS AHO SPEPMG RO, AS mEFRJMWIS OF SERnCE, xRE AVO SRVL RMAN WE PRCPERIY OF Po RMA OEVELOPMEM ME EM EO. Ofl ROEER WEE ...0 MIN SPECIMAlI0N5 R. NOT RE U50RI M PF ORW OR EMR! M OWER PRWECR .OUT PRIOR W RTEN CONSENT OF WE ENmNE SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-6 THE INFORNATION CONTAINED IN THIS SET OF CONSTRUCTON DOCUMENTS IS PROPRIETARI' EY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERMCES IS SIRICRY aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 80D SEATTLE, WA 98109 POWDER RIVER Development Services, LLC. wwW.powdenwitiev.cdm LICENSE #: C-3065 REVISIONS RUI DATE I DESCRIPTION IM 0 02/17/16 ISSUED FOR CONST. ANW A 10/26/15 ISSUED FOOR�REMM 909 JE 7 w�wna AND Ew Ruwu mi FGaaPFsrP OF POBBm XNEF`OSEVELO VENT SEWO6. !1L eNEMER RIE RPo.ECIS FOR XTIMH MU ME NIDE . XOi RE 11 " w A PERSON M ENTITY OBS Et PMEOR .OFT PNOR MITIEV EONSENT OF ME ENIANEW. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: RF WARNING & EQUIPMENT DETAILS SHEET NUMBER: C-7 ANDREW SBNHH-1D65C 12" (TYP) RADOME MATERIAL: FIBERGLASS, UV RESISTANT RADOME COLOR: LIGHT GRAY DIMENSIONS: 96.4" X 11.9" X 7.1" WEIGHT: 49.6 LBS `y; "'i ''{"' sc'frd3;t CONNECTOR: 6 X 7/16 DIN FEMALE i -U..R�IGN 6 ,d m a Beyond this point: Radio frequency fields at this site exceed FCC miss for human exposure. CIAmvironmemS. Fouryoursafey, obey all poetedalgnsand site guidelines furwoMing In radio 7.1" wrw .... w.Xy 1, ANTENNA SPECIFICATIONS SCALE 1 N.T.S. PROPOSED RRH UNIT OW "`IIS PROPOSED 2-3/8" � M ®� I (O.D.)X1O', SCH. 80 ANTENNA DOWNTILT fk ANTENNA MOUNTING MOUNTING BRACKET, IG e� PIPE (AS REQUIRED) SUPPLIED W / ANTENNA (TYP) O PROPOSED ANTENNA ,t 0 e Beyond this point: a RRH MOUNTING ANTENNA MOUNTING Radio frequency fields at this site BRACKET & HARDWARE BRACKET, SUPPLIED exceed FCC miss for human (SUPPLIED W/ RRH) W/ ANTENNA (TYP) exposure. IS Fallusto obey posted Signs and Site guidelines forwmking In radiofrequency RRH MOUNTING environments m id result in serious Injury. PLATE (AS REQUIRED) Rn rccacm T..wrR) ANTENNA MOUNTING DETAIL SCALE N.T.S. ALCATEL—LUCENT RRH2x60-19OOA-4R EXISTING TOWER LEG OPERATIONAL BANDWIDTH: 1900 MHz WEIGHT: 43 .LBS. SIZE: 7.2" x 11.2" x 20.1" (4)) Radio frequency fields beyond this point may exceed FCC general public exposure limit. Obey all pauded signs and she guidelines forwoddng In radlo frequency environments. Rw wcacm..Tw.PI "NX'°'�. SCALE RRH MOUNTING DETAIL S RRH SPECIFICATIONS SCALE 4 RRH SPECIFICATIONS SCALE NTS N.T.S. N.T.S. THE INFORNATION CONTAINED IN THIS SET OF CONSTRUCTON DOCUMENTS IS PROPRIETARI' EY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERMCES IS SIRICRY aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 80D SEATTLE, WA 98109 POWDER RIVER Development Services, LLC. wwW.powdenwitiev.cdm LICENSE #: C-3065 REVISIONS RUI DATE I DESCRIPTION IM 0 02/17/16 ISSUED FOR CONST. ANW A 10/26/15 ISSUED FOOR�REMM 909 JE 7 w�wna AND Ew Ruwu mi FGaaPFsrP OF POBBm XNEF`OSEVELO VENT SEWO6. !1L eNEMER RIE RPo.ECIS FOR XTIMH MU ME NIDE . XOi RE 11 " w A PERSON M ENTITY OBS Et PMEOR .OFT PNOR MITIEV EONSENT OF ME ENIANEW. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: RF WARNING & EQUIPMENT DETAILS SHEET NUMBER: C-7 5/8" HOLE (TYP OF 4) DRILL AND INSTALL ANCHOR BOLTS 1 1/8" 2'-3 13/16" PER MANUFACTURER'S I RECOMMENDATIONS OR APPROVED EQUAL m I N id M � N N 2'-6" II SIDE VIEW r FRONT VIEW HILT HSLB-M12/25 (1/2"0) W/ TORQUE CAP OR APPROVED EQUAL. BATTERY CABINET (INSTALL PER MANUFACTURER'S BASE RECOMMENDATIONS) r—CONCRETE PAD as a H. a CONCRETE PAD I EQUIPMENT ANCHORING DETAILS 'i 1 1 ARGUS TE20B BATTERY CABINET DETAILS NCASE 3 NOT USED NCT.S. 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTtUCTION DOCUMENIS IS PROPRIETARY W NATURE. Al NY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CRRRIER SERNCES IS STRICTLY PROHIBITED. aut GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE SOO SEATTLE, WA98109 POWDER RIVER Development SeMcee; LLC wwo.poWarlwerdevcae LICENSE #: C-3065 REVISIONS REV DATE DESCRIPTION INT 0 02/17/16 ISSUED FOR CONST. MW A 10/28/15 1 ISSUED FOR REVIEW 90% JE ST 0 p� TIESESHV1 Nf1WN ME PS. OF NPoW[fN XER NtY➢OYMENfE FIME4 LLC ... ME PWSCI9 Edi YM. 1XEY A MNE AGE IXECNFD OP H. S. RUMXLS OND EPEgEIG1gN5 MYL NOf HXTIXON PPIOR ..SON NWXEGT OE THE FHWXFEN. ECd SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG VIT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-8 a N N N I :r FRONT VIEW HILT HSLB-M12/25 (1/2"0) W/ TORQUE CAP OR APPROVED EQUAL. BATTERY CABINET (INSTALL PER MANUFACTURER'S BASE RECOMMENDATIONS) r—CONCRETE PAD as a H. a CONCRETE PAD I EQUIPMENT ANCHORING DETAILS 'i 1 1 ARGUS TE20B BATTERY CABINET DETAILS NCASE 3 NOT USED NCT.S. 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTtUCTION DOCUMENIS IS PROPRIETARY W NATURE. Al NY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CRRRIER SERNCES IS STRICTLY PROHIBITED. aut GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE SOO SEATTLE, WA98109 POWDER RIVER Development SeMcee; LLC wwo.poWarlwerdevcae LICENSE #: C-3065 REVISIONS REV DATE DESCRIPTION INT 0 02/17/16 ISSUED FOR CONST. MW A 10/28/15 1 ISSUED FOR REVIEW 90% JE ST 0 p� TIESESHV1 Nf1WN ME PS. OF NPoW[fN XER NtY➢OYMENfE FIME4 LLC ... ME PWSCI9 Edi YM. 1XEY A MNE AGE IXECNFD OP H. S. RUMXLS OND EPEgEIG1gN5 MYL NOf HXTIXON PPIOR ..SON NWXEGT OE THE FHWXFEN. ECd SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG VIT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-8 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCRON DOCUMENTS IS PROPRIETAFY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WMICM RELATES To CARRIER SERVICES IS SHRICILY at&t GENERAL DYNAMICS Information Technology 1505 VVESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 11 POWDER RIVER Development Services: LLC. wwpowdeerverdwort LICENSE #: C-3065 REVISIONS REV DATE DESCRIPRON INT 0 02/17/16 ISSUED FOR CONST. AM A 10/28/15 ISSUED DFORf RENEW 90% JE At Y w TXESE PLWS AVD SPEgRGnOXE. AR ..W. OF EERNCE, ME ESWL REREM ME MOPERNE�POIMER �NER CENDAPMM E[ R WREM0 i E PRWMR ME .ECNED OR NOI. TXESE OWMNF4 AND SPEgiKAROXS . NOf DE USED . MN PERSON OR ENIM ON OTHER PRWEC9 'HHRH PMOR MARTEN WN RX! .1 ME EXGXEER. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS SHEET NUMBER: S-1 PROPOSED GRIP STRUT PLANK CA 1/2" 0 U—BOLT TO MATCH EXISTING �i �w 00 w �Y 4 3" 0 STANDARD PIPE (3-1/2" C.D.) SPACED 8' O.C. MAX. CROWN TOP OF FOUNDATION FOR 3/4" CHAMFER AT PROPOSED CONCRETE EXISTING CONCRETE EXPOSED EDGES SLAB (f'c = 4,000 PSI) SLAB MATCH THICKNESS OF DRAINAGE EXISTING BLAB FINISH GRAQE.,k. 3" CLR �/����� NX NN/1 �� �� �� �� \11, / ° ° �%��j��%�� % #5 BARS AT 12" D.C. (4) #5 BARS x 24° LONG EVENLY "' MAX EACH WAY SPACED AND DOWELED INTO CENTER OF EXISTING SLAB USING SIMPSON �jX\X\ SET—XP ADHESIVE. 12" DIAMETER CONCRETE FOOTING (f'c = 4000 PSI) d a ° ^< ICE SHIELD COLUMN ,CTS 2 PROPOSED CONCRETE PAD 1 NCT S THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCRON DOCUMENTS IS PROPRIETAFY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WMICM RELATES To CARRIER SERVICES IS SHRICILY at&t GENERAL DYNAMICS Information Technology 1505 VVESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 11 POWDER RIVER Development Services: LLC. wwpowdeerverdwort LICENSE #: C-3065 REVISIONS REV DATE DESCRIPRON INT 0 02/17/16 ISSUED FOR CONST. AM A 10/28/15 ISSUED DFORf RENEW 90% JE At Y w TXESE PLWS AVD SPEgRGnOXE. AR ..W. OF EERNCE, ME ESWL REREM ME MOPERNE�POIMER �NER CENDAPMM E[ R WREM0 i E PRWMR ME .ECNED OR NOI. TXESE OWMNF4 AND SPEgiKAROXS . NOf DE USED . MN PERSON OR ENIM ON OTHER PRWEC9 'HHRH PMOR MARTEN WN RX! .1 ME EXGXEER. SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS SHEET NUMBER: S-1 1.9 FASTENING OF STEEL PLATE TO ANGLE VT t 1 NTC PROPOSED GRIP STRUT PLANK TO MATCH EXISTING (EXISTING STEEL PIPE COLUMN ICE SHIELD COLUMN 'i 3 1 STEEL ANGLE TO STEEL ANGLE CONNECTIONN�T G� 2 aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 A^4e*4jk POWDER RIVER Development Services, LLC www.powdemverdevcom LICENSE $: C-3065 REVISIONS REV DATE DESCRIPTION INT 0 02/17/16 ISSUED TOR CONST. ANW A 10/28/15 ISSUED MR'RENEW 90% JE Q S $0 MESE PW MO SMIFG NS, M INS MEM OF SE NCE ME .0....."'. lME F. FOI X11I011 MEY MEPMME MENfR . OP NOT. MESE .. MO SGI.FlGIIOX�SNML R.NO m W OUT PPIOR.W WNSEM OF ME SI.II S. SITE INFORMATION SITE M IDLO4070 SITE NAME: REXBURG WT FA #:10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: STRUCTURAL DETAILS SHEET NUMBER: S-2 EXISTING PROPOSED EXISTING /N, 0 UMTS LTE GSM 9' 10 Pw ANTENNA ANTENNA ANTENNA TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE�T EXISTING RRH UNIT PROPOSED V may, Mil RRH UNIT TYPE TYPE N TYPE TYPE GY EXISTING I��\ IIOIf l�J�� ILS TMA (NP)tA TYPE W TYPE TYPE VB TYPE PI TYPE G \v I I NOTE: ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT \v ` WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS vv v EXISTING PROJECT. #2 AWG GREEN STRANDED e VRAYCAP DC6 GROUND FROM TMA TO a_0 EXOTHERMIC WELDING NCTS 4 SECTOR GROUND BAR (TYP) #2 AWG GREEN _11-0 n ct GROUND FROM RRH TO SECTOR GROUND BAR (TYP) I I #2 AWG GREEN STRANDED GROUND FROM DC6 TO #2 AWG GREEN STRANDED " " SECTOR GROUND BAR PROPOSED ARGUS TE20B GROUND FROM RRH TO I BATTERY CABINET SECTOR GROUND BAR (TYP) EXISTING SECTOR GROUND I I BAR (TYP) n EXISTING #2 AWG GROUND LEADS (GC TO FIELD VERIFY) :r 10 rrrp AT BASE OF TOWER EXISTING GROUND BAR TOWER. B)_ER _ _ _ _ _ _ PROPOSED 2 AWG GROUND ........ FROM NEW BATTERY CABINET TO MAIN GROUND RING G, 1 `EXISTING #2 AWG G v GROUND LEADS (GC TO FIELD VERIFY) EQUIPMENT GROUNDING DETAILS SCALE 5 N.T.S. EXISTING ARGUS EXISTING SELF—SUPPORT TOWER POWER PLANT EXISTING #2 AWG GROUND WIRE CABINIET GSM FROM EQUIPMENT TO MGB (TYP) EXISTING LTE PROPOSED RRH UNIT, CABINET MOUNTED BELOW EXISTING RRH UNIT ON TOWER LEG EXISTING UMTS CABINET o TO SECTOR GROUND BAR EXISTING TOWER LEG PROPOSED #2 AWG 4 GROUND FROM NEW RRH EXISTING GROUND LEVEL UNIT TO EXISTING SECTOR GROUND BAR (TYP) EXISTING EQUIPMENT MASTER PROPOSED --- GROUND BAR (MICE) TYPICAL GROUNDING SCHEMATIC uGT �E 7 RRH GROUNDING DETAILS NGT .E 6 WALL BRACKET 14 12" & 18" GROUND BARS FROM ANTENNA JUMPER (TYP) WEATHERPROOFING KIT (TYP) FROM ANTENNA FRAME SUPPORT NN #6 AWG (4) (26) 1 APPROVED GROUNDING KIT (TYP) ANTENNA CABLE TRAY TO CABLE TRAY (TYP) #2 AWG BCW BONDED TO GROUND WIRE ALONG CABLE TRAY #2 AWG BCW --A 1— GROUNDING BAR MOUNTED NEAR ANTENNAS NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND COAX GROUNDING DETAIL WIRE SIZE BURNDY LUG BOLT SIZE #2 AWG SOUD TINNED YA3C-2TC36 3/8°-16 NC S 2 DOLT ¢2 AWG STRANDED YA2C-2TC36 3/6°-16 NC S 2 DOLT #2/0 AWG STRANDED YA26-2TC311 3/6°-16 NC S 2 DOLT #4/0 AWG STRANDED YA26-2N 3/6°-16 NC S 2 DOLT 1. ALL HARDWARE BOLT, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO -OX OR EQUIVALENT SHALL BE PLACED WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL RRH GROUND WIRES SHALL BE #2 GREEN STRANDED. 5. ALL GROUND LUGS SHALL BE 2 -HOLE, LONG BARREL. 6. OUTDOOR GROUND LUGS SHALL BE BLACK HEAT SHRINK W/O INSPECTION HOLES. 7. INDOOR GROUND LUGS SHALL BE CLEAR HEAT SHRINK W/ INSPECTION HOLES. MECHANICAL LUG CONNECTION 2 HEAT SHRINK (CLEAR) BURNDY GROUND , LUG (SEE TABLE FOR SIZE AND MODEL) NUT (TYP)� WASHER (TYP) GROUND BARS / GROUNDING BOLT (TYP) CONDUCTOR BURNDY TWO HOLE LUG W/ LONG BARREL FOR #2 AWG STRANDED OR EQUIVALENT BARE WIRE TO BE NO -OX AT BOTH ENDS #2 AWG STRANDED GREEN INSULATION SCALE .3 IJTC aw GENERAL DYNAMICS Information Technology 1505 WESTLAKE AVE. NORTH, SUITE 800 SEATTLE, WA 98109 POWDER RIVER Development Services, ULC wwpowdwWrdev.6om LICENSE #: C-3065 REVISIONS RIWl DATE I DESCRIRTION INT 0 02/17/16 ISSUED FOR CONST. PNW A 10/26/15 ISSUED FOR REVIEW 90% JE RF ' M6E PV"S MD SFECINGPONE. 9IH OM OOF E ¢ICE.. ME MD Sloe EENNN ME FRWER D FIMCES. ITL NNEMEA 1 E PPO.. FOR WXWX TREY ME MNE ME dfCNEo . NO! MESE DWMHGS MO SPEgiMAT0.Y5 SIWL NOT BE USED E, MI Pdmll OR MOOT PRIOR MTIITEN C.N . OF ME EHgKE ECR SITE INFORMATION SITE #: IDLO4070 SITE NAME: REXBURG WT FA #: 10129865 525 SOUTH 2ND EAST REXBURG, ID 83440 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-1