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ENG. RPT ON ANTENNAS @ CAMP LION 10/27/2020 AMERICAN TOWER* CORPORATION October 27, 2020 To: City of Salem—Building Division 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 Re: ATC Site Name: Salem MA 8 ATC Site Number: 305035 T-Mobile Site Name: BN038/CampLionsCellOneTwr ATC Site Address: 488R Highland Avenue Salem, MA 01970 To whom it may concern, T-Mobile installed at the telecommunications facility at the above location. We have reviewed the provided construction photos and As-Built Drawings and have provided comments on the installation in the following summary. The installation was found to be in compliance with the issued construction drawings and applicable building codes. Equipment Removed: • (3)Antennas • (3) RRUs • (3)T-Arms Equipment Installed: • (3)Antennas, (1) Per Sector • (3) RRUs, (1) Per Sector • (1) 1-5/8" Hybrid Cable • (3) Perfect Vision (PV-SFA-3-12-96)Sector Frames, (1) Per Sector • (6)Stiff Arms, (2) Per Sector • (1) 150A Breaker Please contact Patrick Barry, PE with any questions regard'1: atter. v.cHC1FMAS% ti Thank you, 0 PATRICK P. American Tower Corporation zBARRY N� 0 CIVIL N j 91II j F' /*NA-FN Patrick P. Barry, PE Director,Architectural Engineering Authorized by"Patrick P.Barry" 28 Oct 2020 05:28:26 cosign 3500 Regency Parkway,Suite 100 • Cary,NC 27518 • 919.468.0112 Office • 919.466.5415 Fax • www.americantower.com AMERICAN TOWER` CORPOR A - I O N Photo Description w. Description:Antenna Tape Drop: • Installation at RAD 167' olit Recommendation: No Action Required • Description: Installation of Equipment: • (1) Antenna in position 2 • (1) RRU in position 2 • (1) Perfect Vision Sector Frame with (2) ""�` • Stiff Arms i Recommendation: No Action Required A. -a i ; 1* +" Description: Installation of Equipment: �4 t • (1)Antenna in position 2 ,� • (1) RRU in position 2 ' ! • (1) Perfect Vision Sector Frame with (2) Stiff Arms �,I�.. �� _ Recommendation: , No Action Required Ilir 3500 Regency Parkway,Suite 100 • Cary,NC 27518 • 919.468.0112 Office • 919.466.5415 Fax • www.americantower.com AMERICAN TOWERS CORPORATION Photo Description Description: Installation of Equipment: • (1)Antenna in position 2 '`., J) I / _ • (1) RRU in position 2 J • • (1) Perfect Vision Sector Frame with(2) r Stiff Arms Recommendation: ; No Action Required ,.40111/AL Description: Installation of Equipment: • (1) 150A Breaker Recommendation: ! 6 - No Action Required - Description: Installation of Equipment: • (1)3-#1/O AWG CU • (1) 1-#6 AUG CU G " Recommendation: No Action Required I 3500 Regency Parkway,Suite 100 • Cary,NC 27518 • 919.468.0112 Office • 919.466.5415 Fax • www.americantower.tom AMERICAN TOWER® CORPORA- ION As-Built Drawings 3500 Regency Parkway,Suite 100 • Cary,NC 27518 • 919.468.0112 Office • 919.466.5415 fax • www.americantower.com „ ",,n -., „,,..., Ak- . 4N44 t . M .sMer � 4 = (2) A? tUcw TOW ER' . ad Re RM ATC 50TOWER REGENCY P SERVICES,ARKWAY LLC 3 SUITE 100 WORMY SwOoUOOn • CARY,NC 27510 kV PHONE:(919)468-0112 u FTm THESE THE JOHN H CANN RD AMERICAN TOWER® ' SPECIFICATION.NSTRMENTS On RVCE M E T HE IJSE.0 PPROPERTY SMALL �. «x~MaIden FOR WHOM ONO USE ORLOSURE NH 1 MNA TN.. TwIER�uOEATTOW ER O N ATkRglonM S THE SPECIFIED CARRIER is STRICTLY PROHIBITED,TITLE TO Fve,rn rrY;. THESE 0000MENTS SHALL RRWANN THU T0009RTY OT AMERICN TOWER WHETHER MR NOT THE PROJECTS r - EXECUTE NMTHERTHE ARCHTECT NOR THE ENGINEER WILL 5 ATC SITE NAME: SALEM MA 8 RASI: 6NSTRIKEw.REVIEW ENsa�s.HG �6HeE W I°”" ATC SITE NUMB , ISSUANCE OFER: 305035 �NaAN TOWER IIIS Po ��E ,INV ° 1.7 "# REV. DESCRIPTION BY DATE et BD510T� U . F' ,:,.., T—MOBILE SITE ID: 4BN0038B '�` ° FORCAL CCONSTUT RUCTION PMENT 07/03/19 SITE ADDRESS: 488 R HIGHLAND AV o __ VICINITY MAP SALEM, MA 01970 LOCATION MAP o ATC SITE NUMBER: T—MOBILE L600 ANTENNA AMENDMENT 305035 67D92DB OUTDOOR CONFIGURATION ATC SITE NAME. SALEM MA 8 COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX SHEET SITE ADDRESS: ALL WORK SHALL BE PERFORMED MID MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED NO: DESCRIPTION: REV: DATE: BY: 466 R HIGHLAND AV IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: SALEM,MI101970 FOLLOWING CODES AS ADOPTED BY THE LOCAL 488 R HIGHLAND AV G-001 TITLE SHEET 1 07/29/19 SM GOVERNMENT AUTHORITIES.NOTHING IN THESE PLANS IS SALEM,MA 01970 TOWER WORK: SEAL TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TOREMOVE(3)PANELS,(3)RRUS.AND(3)T-ARMS .FA COUNTY:ESSEX G-002 GENERAL NOTES 0 07/03/19 SM THESE CODES. INSTALL(3)NEW PANELS,(3)RRUs,(1)1-5/81 HYBRID CABLE AND(3) 1H SECTOR FRAMES Gi01 DETAILED SITE PLAN&TOWER ELEVATION 1 07/29/19 SM 1.INTERNATIONAL BUILDING CODE(IBC) GEOGRAPHIC COORDINATES: PA1RICK P. 2 NATIONAL ELECTRIC CODE(NEC) LATITUDE 4249311111 EXISTING(6)PANELS.(3)T (2)1-1/4'HYBRID CABLE AND(12) G501 ANTENNA INFORMATION 8 SCHEDULE 0 07/03/19 SM OM, 3.LOCAL BUILDING CODE LONGITUDE:-70.9383 1-5/8'COAX CABLES C-502 MOUNT DETAILS 0 07/03/19 SM CIVIL 49188 GROUND ELEVATION:115 AMSL GROUND WORK E-501 GROUNDING DETAILS 0 07/03/19 SM K ISflI 4.CITY/COUNTY ORDINANCES 150 AMP BREAKER UPGRADE Y �Po�1{T. .'J R-602 SUPPLEMENTAL —_— V � %(/O PROJECT NOTES R-602 SUPPLEMENTAL "' ) AS-BUILT 1. THE FACILITY IS UNMANNED. R803 SUPPLEMENTAL N Evan Giannakas 2 ATECHMCIAN WILL VISIT THE SITE APPROXIMATELY ONCE R404 SUPPLEMENTAL Nexius Solutions, Inc PROJECT TEAM A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. AUY[hOLIZed�Vy�TT1E�O}1RsTI} TOWER OWNER' APPLICANT: 3. DIS PROJECT ORLNOT FECTRESULT RM ANY WATERIDR WAGE. AFIf(�.(O I i /14.s�V�1/tJF ign DISTURBANCE ILEFFECTOFSTORMWATERDRAINAGE. 1 1`/1V IJu/jll�A6 AMERICAN TOWER T-MOBILE 4. NO SANITARY SEWER.POTABLE WATER OR TRASH UTILITY COMPANIES O OBUR,MAOS801 WESIDE PRESIDENTIAL 1601 DISPOSAL IS REQUIRED. POWER COMPANY:NSTAR ENGINEER 5. HANDICAP ACCESS IS NOT REQUIRED. DRAWN BY: SM PHONE(800)340-9822 ATE TOWER SERVICES.LLC PROJECT LOCATION DIRECTIONS APPROVED BY: PB TELEPHONE COMPANY VEWZON 3500 REGENCY PKWY STE 100 DATE DRAWN: 07/03/19 PHONE(800)941-9900 CMY,NC 27518 ATC JOB NO: 12989772 8 PROPERTY OWNER CAMP LION OF LYNN MASS INC FROM SAUOUS,TAKE HWV.1 NORTH TO RTE.129 EAST TO RTE CO ANTHONY O'CONNELL TREASURE 107 NORTH.THE DRIVE FOR THE SITE WILL BE ON YOUR LEFT TITLE SHEET 295 N SHORE RD AFTER BELLEMRE AVE.JUST BEFORE THE SPOT THE DIVIDER REVERE,MA 2151 BEGINS(DONT MISS IT OR YOU WILL HAVE TO GO ALL THE WAY DOWN TO U-TURN AROUND)SITE IS LOCATED BEHIND THE GIRL SCOUT CAMP FIRE. SHEET NUMBER: REVISION Know what's below. Call before you dig. G-001 1 GENERAL CONSTRUCTION NOTES: 27. THE CONTRACTOR WORK SHALL TO NJUR DRAIN EXPENSE.ALL EXISTING G FACILITIES AND SUCH 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL.STATE,AND LOCAL CODES. OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY DAMAGE INCLUDING ANSOEWTN-222,AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES.OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS 2. CONTRACTOR SHALL CONTACT LOCAL All FOR IDENTIFICATION OF UNDERGROUND UTILITIES REPRESENTATIVES,EITHER TO THE EXISTING WORK,OR TO HIS WORK OR THE WORK OF ANY PRIOR TO START OF CONSTRUCTION OTHER CONTRACTOR,SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNERS SATISFACTION. 28. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS.NEAT AND WORKMANUKE MANNER BY AIYIIERKAN ToWEW 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. MECHANICS SKILLED IN THE TRADE INVOLVED.THE QUALITY OF WORKMANSHIP SHALL BE ATC TOWER SERVICES,LLC 4 ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND SITE SUBJECT TO THE APPROVAL OF THE T-MOBILE WIRELESS REP.ANY WORK FOUND BY THE 3500 REGENCY PARKWAY IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES T.MOBLE WIRELESS REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE SUITE 100 REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. REPORTED TO THE ENGINEER CARY,NC 27518 29. IN ORDER TO ESTABUSH STANDARDS OF QUALITY AND PERFORMANCE.ALL TYPES OF PHONE:(919)N8-0112 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACTURER'S b. DETAILS SHOWN ARE TYPICAL,SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. NESE DRAWINGS ANCJOR THE ACCOMPANYING OTHERWISE NOTED. EXCLUSIVE PROPERTY OF AMERICAN TOWER THEIR USE NO !. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY PTAAJCALION SHALL BE RESTRICTED TO THE ORIGINAL SITE WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THAT WITCH RELATES LOANERX.w TOWER OR STRUCTURAL STEEL NOTES: RFIEOC ERIISSTRICTLYFRRAN THE EEMT E. THESE RTY Of 8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR THE STABILITY ARE INSTALLED.THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING,ANCHOR 1 STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC-SPECIFICATION EXECUTCRU WHETTER E cn r THEREVIEW OI THIS n1 BOLTS.ETC. FOR THE DESIGN.FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.' PROJECT CONTRACTONST MUST VERIFY ALL DMENSICNS AFIO ADVNE AMERICAN TONER OF NYC DISCREPANCIES.ANY PRIOR 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS DRAINS, =MANCE OF THIS DRAWING IS SUPERSEDED Sr T.LATESTDRAIN PIPES,VENTS.ETC.BEFORE COMMENCING WORK. 2 STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE FOLLOWING VERSION ON MAE WITH AMERICAN TOWER ABTA DESIGNATIONS: 10. INCORRECTLY FABRICATED.DAMAGED,OR OTHERWISE MISFITTING OR NONCONFORMING REV. DESCRIPTION BY DATE MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE WIRELESS REP PRIOR TO A. ASTM A-572,GRADE 50-ALL W SHAPES.UNLESS NOTED OR A992 OTHERWISE FOR CONSTRUCTION SM B7IR3/I9 REMEDIAL OR CORRECTIVE ACTION ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE T-MOBILE WIRELESS REP PRIOR TO PROCEEDING. B. ASTM A-36-ALL OTHER ROLLED SHAPES,PLATES AND BARS UNLESS NOTED OTHERWISE. AL It 1I. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE WIRELESS REP,AND COORDINATE C. ASTM A500,GRADE B-HSS SECTION(SQUARE.RECTANGULAR.AND ROUND) AL HIS WORK WITH THE WORK OF OTHERS. 0 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO D. ASTM A-325.TYPE SC OR N-ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS A - MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILE WIRELESS CONSTRUCTION MANAGER E. ASTM F-1554 07-ALL ANCHOR BOLTS.UNLESS NOTED OTHERWISE ATC SITE NUMBER 13. ALL CABLEICONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER 305035 USING A SILICONE SEALANT. FABRICATION PER ASTM A123.EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET.CONTRACTOR GALVANIZED PER ASTM A153 OR BB%. ATC SITE NAME: SHALL NOTIFY THE I-MOBILE WIRELESS REP IMMEDIATELY. SALEM MA 8 4. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2)BRUSHED CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. COATS OF ZRC GALVIUTE COLD GALVANIZING COMPOUND PER ASTM A760 AND MANUFACTURER'S RECOMMENDATIONS. 16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH SITE ADDRESS: DAY. 5. DO NOT ORLL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND 488 R HIGHLAND AV DETAILED ON STRUCTURAL DRAWINGS. SALEM,MA 01970 17. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS SEAL TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 6. CONNECTIONS: 18. CONTRACTOR SHALL FURNISH T-MOBILE WIRELESS WITH A PDF MARKED UPAS-BUILT SET OF 11• ,h FA DRAWINGS UPON COMPLETION OF WORK. A. All WENDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. . PATRICK P. 19. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH T.MOBILE WIRELESS RY REP TO DETERMINE WHAT.IF ANY.ITEMS WILL BE PROVIDED.ALL ITEMS NOT PROVIDED SHALL B. ALL WELDS SHALL BE INSPECTED VISUALLY.25%OF WELDS SHALL BE INSPECTED WITH BE PROVIDED AND INSTALLED BY THE CONTRACTOR.CONTRACTOR WILL INSTALL ALL ITEMS DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS CIVIL PROVIDED. D1.1.REPAIR ALL WELDS AS NECESSARY. No.49188 20. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH T-MOBILE WIRELESS C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR v,, %IMO ( REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR.ALL REQUIRED PERMITS NOT OBTAINED BY T-MOBILE WIRELESS MUST BE OBTAINED,AND PAID FOR,BY THE D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS �.. ( / CONTRACTOR. REWIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE 21. CONTRACTOR SHALL INSTALL ALL SITE NONAGE INACCORDANCE WITH T-MOBILE WIRELESS DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. /� SPECIFICATIONS AND REQUIREMENTS. r E. ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWS D1.1, 22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE WIRELESS FOR REVIEW AND UNLESS NOTED OTHERWISE •I, APPROVAL PRIOR TO FABRICATION. Authorized by 11EORII 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS AND F. MINIMUM WELD SIZE TO BE 0.18751NCH FILLET WELDS,UNLESS NOTED OTHERWISE. LOCATED ACCORDING TO T-MOBILE WIRELESS SPECIFICATIONS,AND AS SHOWN IN THESE G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL.CONTRACTOR SHALL GRIND OFF A °" I� 1e5i8n PLANS. GALVANIZING'A'BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND WELD 24. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN THE INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,METHODS, GALVIUTE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS TECHNIQUES.SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE RECOMMENDATIONS. DRAWN BY SM WORK UNDER THE CONTRACT. APPROVED BY' PB DATE DRAWN: 07/03/19 25. CONTRACTOR SHALL NOTIFY T-MOBILE WIRELESS REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILUNG ANY UNDERGROUND UTILITIES,FOUNDATIONS OR ATC JOB NO: 12969772 SEALING ANY WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL AS-BUILT GENERAL NOTES APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING Evan Giannakas AND FIRE PREVENTION.TEMPORARY SHORING,SCAFFOLDING,TRENCH BOXES/SLOPING, BARRIERS,ETC. • Nexius Solutions, Inc SHEET NUMBER i REVISION G-002 1 0 SITE PLAN NOTES: TER UP.DATED 06/1W1.COMPLETED BY M 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE CAN NO OAT 8LY SUPPORT EXISTING THE MOUNT CAN NOT ADEQUATELY THE A' PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. PROPOSED LOADING.THE MOUNT TT 2. ICE BRIDGE,CABLE LADDER.COAX PORT.AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY.CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL REPLACEMENT PROPOSETHE MOUNTS PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN.BEFORE UTIUZING EXISTING CABLE SUPPORTS.COAX PORTS.INSTALLING NEW SETLMUIS,INCLUDED AAT THEE ORD OFFTHHIEN PLAN SET,MUST BE INSTALLED PRIOR TO THE PORTS OR ANY OTHER EQUIPMENT.CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. NSTALLATION OF THE PROPOSED ANTENNAS AMATOVVISle 3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. AND OTHER EQUIPMENT ATC TOWER$ERVICE$,LLC 3500 REGENCY PARKWAY T-MOBILE TO MATCH EXISTING ANTENNA TIP SUITE 27 00 TOP OF NG NNE:(NC 2751E 40 HIGHEST APPURTENANCE HEIGHT TO AVOID OVERALL HEIGHT CHANGE PHONE:(919)KB-0112 ELEV. 185' IS TOP OF EXISTING TOWER ELEV. 170' ( R O ' PROPOSED ANTENNATHESE DIRAWINGS AND/OR THE ACCOMPANYING �A�� RAD CENTER @i6TSERVICE ARE THE EXCLUSIVE PROPERTY,i TOWER.THEIR USE MD EXISTING AND t FOR WHICH THEY NIE _WHICH O OR ORIG.. o SITE 0©PROPOSED T-MOBILE EXISTING CARRIER ANTENNAS Eels RELATES 0 rO c..A 0 ANTENNAS (I♦II�.+I�I RAO CENTER 0 759' THE SPECIFIED T i1Y �7(SEE TOWER NOTE 3) THESE DOCUMENTS SHALL TIMM THE CER WHETWR OR NOT THE AOR THE RRIER IS EXISTING CARRIER ANTENNAS _ CON1112 EXECUTED NEITHER THE STRUUCCTgi RENEW Of SA � "tit ■ RAD CENTER 0 752' ICI MUST FW,'ALL DIMENSIONSAHD ES RIOR PROPOSED T-MOBILE S ADVISE VERSIO CIF DDRAWING R WI IS SUPERSEDED PavEn Y NIE LATEST (II I-5I8'HYBRID CABLE !i (ROUTED PER TOWER NOTE 2) + REV. DESCRIPTION BY DATE EXISTING (REFER TO TOWER NOTE 3) H-FRAME(TYR) EXISTING T-MOBILE & FOR CONSTRUCTION SM 07/03/19 7'-O'X 8.-8'CONCRETE PAO WITHIN A A\ CALLOUT EQUIPMENT 59 07/29/19 TO'X 20'GROUND SPACE Q EXISTING (EXISTING 6131 AND 620LODE-V7 CABINETS ®1 till _ GRAVEL MODIFIED AS REQUIRED FOR UPGRADE FROM Q SURFACE 792DB OUTDOOR TO 67092DB OUTDOOR A ` CONFIGURATION) — \ I TOWER NOTE' EXISTING CARRIER ANTENNAS $ 1. IT IS THE CONTRACTORS RESPONSIBILITY TO ,�'�\� RAD CENTER 0 118' ATC SITE NUMBER: E-� CONFIRM WITH THE AMERICAN TOWER CONSTRUCTION MANAGER THAT THEY HAVE THE 305035 ___ MOST RECENT VERSION OF THE STRUCTURAL _ EXISTING J ANALYSIS BEFORE COMMENCING WORK. PLATFORM .�„ i1.� O EXISTING AND PROPOSED TOWER ATC SITE NAME: ILJJ APPURTENANCES.MOUNTS,AND ANTENNAS ARE lel'�1,I EXISTING CARRIER ANTENNAS $ SALEM MA 8 b SHOWN BASED ON THE STRUCTURAL ANALYSIS. RAD CENTER 0 105 El � 2. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH EXISTING CARRIER ANTENNAS T EXISTING(IV 7-5/8.COAX STRUCTURAL ANALYSIS.WHERE POSSIBLE 'fr RAD CENTER 096. SITE ADDRESS EXISTING CABLES OD(2) 7-i/1 HYBRID UTILIZEPROVIDED EXISTING CABLECARSURIER TO AD ADECTURES QUATELY CHAIN-LINK FENCE CABLES TO REMAIN AS PROVIDED FOR CARRIER E ADEQUATELY EXISTING CARRIER ANTENNAS ISS R HIGHLAND AV SECURE CABLES,USING EITHER RAD CENTER 0 90' SALEM,MA 01970 0 EXISTING TOWER APPROPRIATELY SIZED STAINLESS STEEL IGI EXISTING CARRIER ANTENNAS SEAL EXISTING METER CENTER SNAP-INS OR MOUNTING HARDWARE AND RAO CENTER 085' BRACKETS AS SPECIFIED BY CABLE 4EXISTING CARRIER ANTENNAS :n7 EXISTING ICE BRIDGE MP.) AMANUFACTURER OTHERWISE,ATTACH CABLES RAO CENTER 0 82' 1 _ TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS, . � STAINLESS STEEL ADAPTERS 7 PAIRCK P. • ^ A• �` / (DO NOT ATTACH TO TOWER LEG). ' EXISTING CARRIER ANTENNAS 3. ESTIMATED LENGTH OF PROPOSED CABLE IS 212'.ESTIMATED LENGTH OF CABLE IS RAD CENTER 0 77 CIVIL 1 p 1 CALCULATED BY ADDING THE RAD CENTER AND No.49188 IlPLATE THE DISTANCE FROM THE SHELTER ENTRY SA THE FACTO(ALONG REM ICE OF 15% 40NT19 ,y"ANDE SAFETYTHE FACTOR MEASUREMENTEICERI 15E (OF THE TWO PREVIOUS VALUES). :!%(/�/ /. C DID NOT CONFIRM, UTINO M CONDITIONSNTENNA INCLUDING,BUT NOT LIMITED TO. TO'NO SPARK BUFFER ZONE MOUNT ONFIG RATIO ANTENNA AZIMUTHS AND MOUNT CONFIGURATION. 5. TOWER ELEVATIONS ARE MEASURED FROM TOP EXISTING SHELTER(1YP.j OF BASE PLATE TO MATCH STRUCTURAL - ABOVE GROUND LEANALYSIS.ELEVATIONS VEL(A.G.L NOT REFLECT TRUE Authorized by°EOR11 EXI RASTING CARRIER ANTENNAS !� A LIFa � .l�i8n CENTER O q DRAWN BY: SM -_ EXISTINGTOWERAPPROVED BY: PB „ DATE DRAWN: 2977 EXISTING SHELTER ATC JOB NO: 12969772 AS-BUILT 1: DETAILED SITE PLAN& 0t ��V; DETAILED SITE PLAN VAN ,{.7::`e�;{�5:`.C1:%%Ss{t{'S:�Siv::}:';::s: TOP TOWER ELEVATION Evan Giannakas it :,SE PLATE A, 0 20' AO• Nexius Solutions, Inc SHEET NUMBER I REVISION TOWER ELEVATION SCALE:;•2p(11 O SCALE NOT TO SCALE C-101 1 PER MOUNT ANALYSIS COMPLETED BY CLS O��LLYY GROUP,DATED 9,THE EXISTING MOUNT EXISTING AIR21_B2LBM yT CA N NOT ADEWATELY SUPPNTTHE 7� A ANTENNA TO REMAIN 4_ k VROPOSED LOADING.THEMOUNTMOgFICATIONti4 Qr(1 PER SECTOR)(TYP 3) �Y P R OPOSED El THE MINT ANlLLYSIS.INCLUDED P p PROPOSED APXVAARR2/_43-ILNAzO pJ �p AT THE END ON THIS PLAN SET.MUST BE / ANTENNA 'T INSTALLED PRIOR TO THE INSTALLATION OF THE Il PER SECTOR)(TY'P.3) a AMCRICAPl TOYVFRA EXISTING ATMAA 14120-IA20 `AI ^.4 �T PROPOSED ANTENNAS AND OTHEREQUIPMENT ti AI Sp TTA TO REMAIN 11y` !' T1' ATC3500OREGE REGENCY PARKWAYWER SERVICES, (1 PER SECTOR) TYP. ( 3) },p :-•` SUITE 100 \. ' EXISTING AIR21_B2A_BOP -p SUITE NC 27,18 458-0 I Q� ANTENNA TO REMAIN 4 �l' PHONE:(919)4660112 EXISTING TOWER °� °' (1 PER SECTOR)(TYP. 3) \ ' Y�' Al EXISDNC AIR32 B6646/826 AJ EXISTING AIRJ2 B6648/BZn THESE°PAVAN.ANOOR THE�, �&Y NG ANTENNA TO M ON \ '� ANTENNA TO REMAIN amlce.v�THE '_ C3 I,'. \ ' (1 PER SEEM)MP.3) c=�����' IJ ;' \, (i PER SECTOR)(TYP.3) EXCLUSIVE PROPERTY OF PAIETSGAN TOWER.THEIR OMAN° OTHER THAN THAT VA1CH RELATES.TO AMERICAN TOWER OR ' THE SPECIFIED CARRIER*STIVOTLY PROHIBITED.TITLE TO UMENTS SHALL REFIAN THE PROPERTY OF PROPOSED SECTOR N3) FOR WACH THEY ARE PREPARED.ANY USE OR DISCLOSURE fit PROVIDING EatalITE RONTE05 508 ENGINEER F TEE (1 PER SECTON)RVP.3) EAMERICAN TOWER CONS U�TSTVIEW FISINC EXISTING RRUSII BII ���-7e2B0- ' PROJECT (TO BE REMOVED) � TrR1�µTaALL LN6 (1 PER SECTOR)(TVP.3) GAMMA \ 'I.' I IXISTING TOWER ST THE LATEST ISSUANCE OF TNS DRAVA.IS AZ-ten,,. C2 C2 �_GAMAA 1, / \ a REV. DESCRIPTION TOWER SUPERSEDED DATE '� '� PROPOSED RADIO 4449 B12-B71 RRU 00,.E FOR CONSTRUCTION SMO7IONIB (1 PER SECTOR)(TVP.31 :•, , • v $tiA 81 '' BI Q • 1:P ��7-280• Cl L \VkgPP .„,.."....**.'82.' m� �'17-2B0' CI B2 ‘ 0 —9I CAA/ Ts '� ! •1 / q ATC SITE NUMBER: EXISTING T—ARMSp • F9 '-S, (3 TYP.) m - 305035 (TO BE REPLACED) y 0. EXISTING LNX-65150S-AIM 63 ANTENNA EXISTING ATMA41412O-1A20 83 ATC SITE NAME: (TOR REMOVED) 3) TTA TO REMAIN \-:..r, SALEM MA 8 - (1 PER SECTOR)(IYP. 3) q 0 EXISTING ANTENNA PLAN O FINAL ANTENNA PLAN SITE ADDRESS' 466 R HIGHLAND AV SALEM,MA 01970 SEAL EXISTING ANTENNA I EQUIPMENT SCHEDULE NOTES FINAL ANTENNA/EQUIPMENT SCHEDULE • 1.BASED ON APPROVED ATC C7. AZIMUTH MECH. ELEC. ADDITN)NIV.TOWER APPUCATIN 12949616.DATEDAZMUTH MECH, ELEC, ADDITINAL TOWER SECTOR ANT. MANUFACTURER(MODEL M) RAD CENTER (TN) D-TILT D-TILT MOUNTED EQIIPMENT 05/13/19.CONFIRM WITH T-MOBILE SECTOR ANT. MANUFACTURER(MODEL M) RAD CENTER TN) D-TILT bTLT MOUNTED EQUIPMENTP. REP FOR APPLICABLEUPDATES/REVISINS AND MOST • RECEN/ CONFIGURATION(CONFIG).GCTO ALPHA Al A/R32 866M/B2A I67-0' JO- 0' 6/6 ATMAAI4I20-IA20ALPHA A7 AIR 11, I.JM.B2A BAP I67-O' JO' 0' 6 6 ATATM7412D-1A20CAP ALL UNUSED PORTS. BB ALPHA A2 LNX-6515OS-AIM 167-0' 30' T 6 RRUS11 Bit 2.ATCHASNOTYETVERIFIEDANY ALPHA A2 APXVAARR2443-U-NA-20 18T-U TO' 2' 8' RAD104449812.BTI0 EXISTING ANTENNA CONFIG OR ALPHA AJ AIR32_866_82A 167'-0- JO' 0 ALPHA S' - MOUNT CONFIG.CONTRACTOR A3 µRJ2_8660_B2A 167.-0" JP 6 5' - • �� TO VERIFY MOUNT CONFIG HAS _ . )> BETA B1 AIR 21, I..3M, 924 NIP /67'-0" 150' T 6/8' ATM44 7 4 120-7A20 PROPOSE SPADE BETA BI AIRS?B66A4/B2A 167'-0' 150' 0' 6/6 AT M4)4120-1A20 / PROPOSED EQUIPMENT LESSEE CLEARANCES. BETA B2 LNX-6515DS-AIM 167'-0' 150' 2' 6 RRUSII B12 MOUNT PIE,SUFFICIENT BETA B2 APXVMRR24 4X-UNA-20 16T-0' 150' 2 0' RADIO 4449 B12.B71 MOUNT PIPE,SUFFICIENT LENGTH,ETC.)ATC DID NOT BETA BJ AIR32-966A_B2A I67'-0- 150_ 2' S - ANALYZE ANTENNA MOUNT TO BETA BJ AIRJ2_066(_82A 167'-0- 150' 0' 5' - DETERMINE ADEQUATE Authorized by"EOR" GAMMA C) AIR II, 1.3M,B2A B4P 167'-0 2130' 0' 6/8' ATMAAI4120-1A20 STRUCTURAL CAPACITY FOR ANY GAMMA Cl AIRJ2 86644/82A 167'-0' 280' 0' 6/6 ATMA414120-1A20 LESSEE PROPOSED EQUIP Au ,O 6 .l�i8n GAMMA C2 LNX-6515D5-AIM I67'-0" 786 7 6 RAUSII 812 7.AN ENNAOS OAX,ETINCLUDING GAMMA C2 APxvAARR2/134ANA-2o 18TAr zaD' 2' 8' RADIO M19 B12,B71 �� rlJy 1 I I ANTENNAS.COAX,ETC.SHALL BE GAMMA CJ AIRJ2-866A_B2A 167'-0' 280' 6 5' - MOUNTED IN ACCORDANCE WITH THE TOWER STRUCTURAL GAMMA CJ AJRJ2_866A_B2A 167'-0' 280 0' 5' - ANALYSIS ON FILE WITH ATC'S CM. 4.CONFIRM SPACING OF PROPOSED DRAWN BY: SM EQUIP DOES NOT CAUSE TOWER APPROVED BY' PB AS-BUILT CONFUCTS NOR IMPEDE TOWER CUMBING PEGS. DATE DRAWN: 07A3I19 Evan Giannakas S. PIPE ON THE LEFT SIDE(AS - ATC JOB NO 12969772 VIEWED FROM BEHIND THE Nexius Solutions, Inc MOUNT). ANTENNA INFORMATION &SCHEDULE CURRENT FIBER DISTRIBUTIOWOVP BOX CURRENT CABLING SUMMARY STATUS ABBREVIATIONS PROPOSED FIBER DISTRIBUTIONIOVP BOX PROPOSED CABUNG SUMMARY WV.TO BE REMOVED MODEL NUMBER STATUS COAX HYBRID STATUS REL:TO B RMN:TOREEMN RELON TED MODEL NUMBER STATUS COAX HYBRID STATUS SHEET NUMBER: REVISION. CA - - (12) 1-5/8' (2) 1-1/4' RAIN DSC:TO BE DISCONNECTED&REMAIN ANTENNA SCHEDULE - - (12) 1-5/B' (2) 1-I/4' RAIN _ - - ADO.TO BE ADDED O - - - II)1.518' ADD C-501 0 • AI AN ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 CARY.NC 27515 PHONE:(919)468-0112 U.1[ATI,Mrl.BE RERTROTe0 TO cCaxIGIN R[� io SHFAKnN TOLw�E on PROPOSED 2-3/8.O.D.X 96'LONG SE PROMO.TRncr s CONSTRUCTION STOVERIFY ALL OWE THIS sum AMERICAN TOWER OF ANY DISCREPANtIES ANY IIMOR TO ACCOMMODATE NV THE LATEST -MESE DOCUMENTS SHALL ROIMN THE PROPERTY Of PROPOSED MOUNTING BRACKET VERSION oN FILE VAIN AMERICAN TOWER REV. DESCRIPTION BY DATE I &0 FOR CONSTRUCTION mil_07/03/19 A A BM A PROPOSED RRU MOUNT LOCATION(OPTION 2) (MOUNT PER MANUFACTURER'S SPECS) ' ' 0 �(ENSURE THAT BRACKET DOES NOT CONFLICT WITHMil EXISTING OR PROPOSED EQUIPMENT) ATC SITE NUMBER: 305035 1 PROPOSED ANTENNA ATC SITE NAME. PROPOSED RRU MOUNT LOCATK)N(OPTION1) I SALEM MA 8 (MOUNT PER MANUFACTURERS SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICT WITH II `■■■• 488EXISTING OR PROPOSED EQUIPMENT) SITERHIGHADDRESLAND AVSALEM,MA 019T0 SEAL PROPOSED ANTENNA MOUNT 1 T1 r� PROPOSED RRU MOUNT LOCATION(OPTION 3) �i�l' �TeRSILCwKv (MOUNT PER MANUFACTURERS SPECS) I_ �I lmy (ENSURE THAT BRACKET DOES NOT CONFLICT WITH II BARItY EXISTING OR PROPOSED EQUIPMENT) CNIL PROPOSED ND♦9188 SECTOR MOUNT O PROPOSED ANTENNA&RRU MOUNTING DETAIL TYPICAL SC ALE.NOT TO SCALE Authorized by 11EOR" A i.V4) 4MtitilleSi8n DRAWN BY SM APPROVED BY: PB DATE DRAWN: 07/03/19 ATC JOB Na 12969772 AS-BUILT MOUNT DETAILS Evan Giannakas Nexius Solutions, Inc SHEET NUMBER: REVISION C-502 0 • • PROPOSED ANTENNA EXISTING 3/6'X 1-1/4'SS BOLT ANTENNAS ,''L' (EACH SIDE) • PROPOSED JUMPERA (EACH3/8' LOCK WASHER .... tDT' 'i TO ANTENNA SIDE) �II • PROPOSED WEATHERPROOFING RARD .�'��' '�. wN TO A MASTSC IL �� WEATHERPROOHNG KIT ATC TOWER SERVICES,LLC ANTENNA Irnt I v �a\ PROPOSED WEATHERROOFING KIT ���. til 3500 REGENCY PARKWAY EXISTING COAX %� j (_� �Q ' �' ����.*' SUITE100 L PROPOSED CABLE/gipGROUND X175 ■ : . A Q Jyq CARY,NC 2751E PROPOSED 06 AWG I . + ,:� �� GROUND KIT ANTENNA CABLE 21/Y0 MAX %�io Q O O 0 '�"/ PHONE:(919)A6&0112 STRANDED CU Lib Q'p INSULATION WIRE WITH GREEN,600V, Q,' TO PTHWROPOSED RRU ! �� i i ANTENNA CABLE TO • '''- Q Q REESE DROWN.LUSWE rs R wiEw OR SERVICE ER z THEIR V uo GROUND LUG(TYP.I II T CABINET(TYP.) �/ sucnnaH SHALL SE RESTRICTED TO THE°MON.,. I I � - OR NCR TTHEY AXE PR OTHER TUN THAT REPARED ANY USER DISCLOSURE 1 1 I GROUNDING KIT PER CABLE PROPOSED 06AWG 4E.,, MANUFACTURERS RECOMMENDATIONS �' R.N.SSSRNS ST Y.STRICTLY TNE ER EED TOLET STRANDED CU I T' `S\ 11 ~� ��� (ANDREW OR APPROVED EQUAL) 1/A•XA P/N:EGOUNDBAR WHETHER OR NOT THE PROJECT I REUTES TO...ERICA.OPERTY S WARE WITH GREEN 60ON, 1 1 p6 AWG STRANDED CU (EPoCO P/N:EGBAIAAOBCC OR EQUAL) exECUTED NEITHER rTTHE ARCHITECT ON TiE ENO WEER W EL TOWN INSULATION WIRE WITH GREEN.600V, TWO-HOLE LUG,TO BE USED CBE PROVIDING ONTRACTOR(S)SIRUSTceRIn ANNOnSEE MD TO PROPOSED OW BOX �A THWNINSULATION 06 AWG STRANDED COPPER GROUND WITH 02 AWG BCW ADVISE AMERICAN TOWER OF ANY I:OGREN...ES.Afft PRIOR GROUNDING�```` WIRE(GROUNDED TO GROUND BAR) (LOWER TOWER GROUND IsSWITCE OC ENS DRAWING IS SUPERSEDED ION ON SEESDRA ANERIE'ANTONS0. sY THE RETEST CONNECTION TO EXISTING TMAx REV. DESCRIPTION BY DATE ' ' I GROUND BAR MOUNTED EXISTING GROUNDING NEAR/BELOW ANTENNA .© ll,,,„. GROUND BAR NOTES' FOR CONSTRUCTION M, 0]Po3/19 CONNECTION TO I (TO BE INSTALLED IF �0A I TO GROUND BAR ASA1 LIGHTNING REQUIRED) i 1. GROUND BAR KITS COME WITH ALL HARDWARE.NUTS.BOLTS, A PROTECTION SYSTEM WASHERS.ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). A. NOTES: TO EQUIPMENT 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. Q — 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS.OUGHT GROUND KIT NOTES: MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS.THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT ATC SITE NUMBER GROUND WIRE DOWN TO GROUND BAR. CONSTRUCTION MANAGER OF CONFLICTS. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS,LATEST NUMBER 221213)AND INSTALUTAPE PER MANUFACTURERS SPECIFICATIONS. 305035 EDITION,MID COMPLY WITH E GROUNDING CHECKLIST,LATEST VERSION.WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. ATC SITE NAME'. O TYPICAL ANTENNA GROUNDING DIAGRAM O CABLE GROUND KIT CONNECTION DETAIL SCALE NOT TO E O TOWER GROUND BAR DETA SCALE NOT TO IL SALEM MA 8 SCALE NOT TO LE SITE ADDRESS: • 466 R HIGHLAND AV SALEM,MA 01970 SEAL' T PROPOSED 150A BREAKER AS APPLICABLE FOR 67D92DB OUTDOOR CONFIGURATION EXISTING T-MOBILE RRS 6131 CABINET EXISTING T-MOBILE DARK CA1RICK 7• (TO BE MODIFIED AS REQUIRED FOR UPGRADE CABINET FROM 792DB OUTDOOR TO67D92DB OUTDOOR CONFIGURATION) P. ..ELECTRICAL NOTES: _1. THIS DIAGRAM REPRESENTS THE 88 BEST PRESENT KNOWLEDGE M1� 'OFT IS THE ENGINEER AT THE ��/(/ TIME OF THIS DESIGN.THE • CONTRACTOR SHALL VISIT THE SITE , PRIOR TO CONSTRUCTION AND teY A• ' VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK Q FOR THIS PROJECT. 2. IT IS THE RESPONSIBILITYOFTHE INS NMI Authorized by"EOR" CONTRACTOR TO COORDINATE WITH _ THE T-MOBILE REPRESENTATIVE AND LOCAL NSTALLATLITY COMPANY FOION OF CONDUITS,THE __ EXISTING T-MO&LE °�a1 b .1�i8n CONDUCTORS,BREAKERS, CONCRETE EQUIPMENT PAD DISCONNECTS,OR ANY OTHER EQUIPMENT REQUIRED FOR DRAWN BY BM ELECTRICAL SERVICE.ALL . ELECTRICAL WORK SHALL BE APPROVED BY. PB PERFORMED IN ACCORDANCE WITH GATE DRAWN: 07A)3/19 LATEST EDITION OF THE STATE AND ..• • ,. • - EXISTING GRADE E , 1. r ♦ .... ,� . NATIONAL CODES,ORDINANCES AND i ATC JOB NO: 12969772 REGULATIONS APPLICABLE TO THIS PROJECT. i j TERMINATE PER MANUFACTURER'S 3. ATC HAS NOT YET VERIFIED ANY SPECIFICATIONS AS-BUILT GROUNDING DETAILS EXISTING T-MOBILE GROUND EQUIPMENT OR ELECTRICAL PROPOSED 341110 AWG CU 6 1-06 AWG CU LOADING.PROPOSED WORK BASED G IN Y CONDUIT(MIN.) Evan Giannakas ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE. O ELECTRICAL UPGRADE DIAGRAM Nexius Solutions, Inc SHEET NUMBER i REVISION. CONTRACTOR TO VERIFY EXISTING 4 T-MOBILE PANEL HAS SUFFICIENT SCALE'NOT TO SCALE E-501 0 SPACE FOR PROPOSED BREAKER tailing RAM Evrp.,ol I - -I 6.6s'n 1 2 a 1-.-"A- MSS(MI FIBS6291Oa _ Am) ._... Ciir riltI32De00320 a,m1l`iu+w omoua,.,6.6D1 0 00 mule' , =G,m, : L21 C 00 Nil NA.. IFI@..mAleK9 aw.,L.. ', 19 !.L19 IEN."..EAU HCs S.L.aL.pet 66WG•I L700 ei Nalk 16 a_ ,u iu 410 111 i prop.oul RANE6uspmen1 I :' .m..r 6T06206Oa dN _ i •..•1 I:. L...... 1 2 3 ' II 17 • • L..,..'4r (IM36,f1) (wsem mil I686 mi., i(�m!)(1�6n66unulse,aiurc�wa 660ile)-MONO rR,] A j,NikaitiA31 4449 Lim B12+871 u. LIM Nom -e<a. ` f IFl...m e.M NCS 9MWlan86f.1 Nom (Enc.wnbl(HCS'SOW L.n9U6NW) (EFIrnnn CNI2 W6 TAM 6MC 6 LmM IY) Room.. NMI Top km. RJ1:Ue,t . ur. ) — — — —i i—i Ground O CABINET CONFIGURATION SCALE NOT SCALE Cabinet Radio B4 AS-BUILT SUPPLEMENTAL Evan Giannakas O ANTENNA CONFIGURATION SCALE NOT TO SCALE Nexius Solutions, Inc SHEET NUMBER I lif:i:l0,4 NOTE'.THIS O CREATED CUSTOMER WIRE D PDROVIDED R-601 I 0 • Mount Analy,I,for American Tower on behalf oI l.,,wear June IS,2019 305039 Sateen MA 8 CIS Group Project 041124 12949613 01-MR A I T • •Mobile e .-.CL,SGrc i, .RESULTS SUMMARY Existing Mont Member Usages Table: COMr01/Mf MaKI16Mlt RESULT Plana s710014 Pal Mount Analysis of Proposed Perfect Vision PV-SFA12-3-12-96 Sector Frame for Tic, mantats 13711 Pam American Tower on behalf of T-Mobile Connico"° tt% nag Mount Rime tax 305035-Salem MA 8 Pim wna-on ftbs2 ntan 67% Pee Project#: 12949615 T-Mobtle Site ID:40N0038B Replacement Mount Member Usages Table: Program:L600 Como.••[ moat USAGE REBUT Molt Nos See Pan CLS Group Project M41124.I2949615-01-MR F.. ortzontabMe "' Pam June 18,2019 Sun6oN NUa>m.fta• 40e Pan ,. P{KU OIC Pan MOUNT Proposed Perfect Vision PV-STAI2.3.12.96 Sector Frame at 167 ft AGL •CONCLUSION AND RECOMMENDATIONS ANTENNA ELEVATION lbrninal Rad.Elevation of 167 ft AGL - NI A:cordn6 to our uructvsl analyst.the'ro.nts t . Men found to PASS PENDING REPLACEA4NT rho.•,conorq SITE DESCRIPTION i 701t 5.11 Supporting TOWUF - cOrrhgutto an corwsr ded on troy analyse wit be capebse of supgxtlrq the referenced loado w 4 p esuar0 to•elers::ed i standards once the M/owtrq scope Is..eroded SITE ADDRESS 0 Cain Rd.,Weir.MA 01970-1746,Ewlt County GPS COORDINATES 42.49311111,.70.9383 • Replace gantlet.T.name mount,with t l)proposed Perfect Vision PW.VA.3.12 9e s4ctor Pram.:it ANALYSIS STANDARD 201818C/TIA-2Z2 N - • meal mo 1418.0'lane PIP*2 STD,ANT Gr e,mount pipes at Oath sector trade mount if 2 rota)Vn<4ded in the __ wow frame kit.connect mount pipes to upper and lower race horiaontel nernbers with 0R-V Dolt,such that LOADOIG CRITERIA 119 moth V,a(3-Secdnd Gust)who ice a 50 neat(3•Semd Get)err 1"ke the mount pipes at,vertically centered et the mount • instal 121 stir arms included in me moor ham.Mt at Cm.sector frame mount le tte1111.Connect to nearest Wjacent tower lip with Perfect viva^Ph•SAN-U or equal to total.Conn to upper lace nervontat members as •ANALYSIS RESULT: Pass(Replacement) • Owen on the follow q sketches. tmtal..Miry Pod Proposed antennas arch taut they ore vertically centered on the mounts Instal rooms and proposed RRUS and Tarts behind the antennas. MWtItUSAGE Ss% Pas j)(isnot/mounts to be replaced:see conclusion for detallya .Paled bv: „w, w- ` Craig Dunn,IA. � t 4 1 rysaair r1 Reviewed and Appwvnd by: A.Tyler M.Barker.P.E. hWsrttAo„Aor�f `may 4' Aa4NkaM a•N Iaaam W,wtw «r YYr e . .A•,«,•. wW n tame I .rat N.1'urIroum See feeoseng sketches and Perfect Vision assembly drawing fa,sOditio^at detain_ 40 -0 DIY pun W e .its TRaceo n ROOT are i l I 0 2.0l^K 1T •fEISI 3464460•EriinnONANAantoncarn P.O.3 I M.,..ha AS-BUILT SUPPLEMENTAL Evan Giannakas MOUNT ANALYSIS NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER • WITHOUT EDIT.PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT SHEET NUMBER. REVISION: Nexius Solutions, Inc SCALE:NOT TO SCALE ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THEC [� VERYIFY THEY HAVE A THE MOST RECENT N REFERENCE ANALYSIS PRIOR TO CONSTRUCTION TO 1\-602 0 z Repiare existing T-Frame mounts with(3)proposed PeifeL t Vision Pti-SFA-3 12 96 Sei do F,.m1w kit. �1► x r Install(2)stiff arms included in the sector frame ktt at each sector frame mount(6 total).Connect to nearest adjacent tower leg with Perfect Vision PV-SAM-U or equal(6 total).Connect to upper face horizontal members as shown in the following sketches. 41 li''''' w kl �\\ ...IIi ipi • \ L. \ ',. t Install existing and proposed antennas Install 4)8.-0"long Pipe 2 STD,A53 Gr.B,mount pipes at each sector frame mount 12 total) such that they are vertically centered on included in the sector frame kit.Connect mount pipes to upper and lower face horizontal the mounts.Install existing and proposed members with 1/2"U-bolts such that the mount 1 are verticall centered on the mount. 1 RRUS and TMAs behind the antennas. CLS IN-1 CWD 41 1 24-1 294961 5-Salem MA 8 June 18,2019 at 10:14 AM 41124-12949615-01-MR Proposed Replacement Mount-ISO View 41124-1294s615-o1JLR.r3d AS-BUILT SUPPLEMENTAL Evan Giannakas 0 MOUNT ANALYSIS NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT SHE,NUMBER REVISION Nexius Solutions, Inc 1 SCALE:NOT TO SCALE ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCEON DRAWINGS ARE FOR REFERENCE ONLY.GENERAL CONTRACTOR IS TO R-603 ; 0 VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. r IRepldce existing i Arm mounts with of proposed rill ona Vision 1'.5tA s 1i 1[6 ith..tui F I atilt;kit.I l J.Y ITIP HEIGHT:a17V-0"I III •>• T 4 • V _ -- -+- - _.. MOUNT/RAD:t167'-0" i 6 ..• li [1 , , . —ITIP HEIGHT:t163'-r" t Install existing and proposed antennas such that they are vertically centered on the mounts.Install existing and proposed RRUS and TMAs behind the antennas. CLS IN-2 CWD 41 1 24-1 294961 5-Salem MA 8 June 18,2019 at 10:20 AM 41124-12949615-01-MR Proposed Replacement Mount-Elevation View 41124-1294es1sot-PYrt.rsd AS-BUILT SUPPLEMENTAL Evan Giannakas 1 MOUNT ANALYSIS NOTE'THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT SHEET NUMBER. REVISION Nexus Solutions, Inc SCALE NOT TO SCALE ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY.GENERAL CONTRACTOR IS TO R—6 04 0 VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION.