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32C-017
BP-2021-0619/76 main st/4SH0291C/Permit closure Subject: BP-2021-0619/76 main st/4SH0291C/ Permit closure From: Paul Beaulieu <beaulieup@betacom.com> Date: 6/22/2021, 12:05 PM To: "bwillard@northamptonma.gov" <bwillard@northamptonma.gov> Beth, As per our conversation here are the documents that was requested. Since this permit is closed can you please send me a signed off doc stating the BP is closed for my records. Thank you so much. Betacom Paul Beaulieu CT/NE Construction Manager 420 Woodland Ave, Bloomfield CT 06002, T: 813.597.1860 www.beaulieup@betacom.com Attachments: 4SH0291C - FCCD_S&S_06.08.21.pdf 863 kB 4SH0291C_Permitting_Building Permit_L600_BP 11.30.20.pdf 818 kB 4SH0291C_L600_SS FCD_As Is.pdf 2.2 MB 1 of 1 A/77/7n71 7.21 PM - . MAIN ST COMMONWEALTH OF MASSACHUSETTS 12c -oi7 CITY OF NORTHAMPTON t rs. I KA( I (NO \NMI tNJfl cds FLRI D CoN FRAC I()16 Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Nmorma radio!wad, BUILDING PERMIT P:rmit BP-2021-0619 JS-2021-001026 i . PERMISSION IS HEREBY GRANTED TO: onst. Contractor: Licen.se: t Group: AMY LAVIN 086321 4094.64 Owner: •I RI IN.\ I RI 111 Y CORP C'0 I IAMP!•,1111th MANAUINI'N 1 GROI tortirw: ( 0(9 ,ippficant: AMY LAVIN -IT: 76 MAIN ST tpp/icant Addre8.s: Phone: Inv:trance: Cl-NNIN(ilL\\I DR (( 03) 624-0562 C DERRYNH03038 !SS/.EL) ON:1 1,23/2020 0:00:00 TO PERFORM THE FOLLOWING RORK:REMOVE AND REPLACE 3 EXISTING NA TENNAS"MUST MATCH EXISTING ANTENNAS" POST THIS CARD SO iT IS VISIBLE FROM THE STREET inspector of Plumbing Inspector of \\wino !Witting Inspector nderground: Sen ice: Footings: {tough: Rough: 'louse Foundation: l)i111:11,a F!oat: Rough Frame: Gas: Fire Department FireplacelChimne : Rongh: Oil: Insulation: fimd: Sinohc: Final: Oe. t 2.1-2, j,/./2 TIIIS PERMIT M 1W REN1WFD BY'THE CITY OE NORTILVNIPTON UPON VIOLATION OF OF ITS RI I.Es AND R.E HONS. coeiPun-ta- . Certificate of icy S t tire: FeeT\pc: Date Paid: .‘mount: ,tro p:oo:00 c)i) 212 Nlain ',Ircet, Phone(-113)587-1240, I a\:(413)fi87-I272 I mil, la,Nottcl, Building Commiysioner Final Construction Control Document Itr „fits To be submitted at completion of construction by a ` �� Registered Design Professional ,: for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 4SH0291C Date: 06/08/21 Permit No.BP-2021-0619 Property Address: 76 Main Street,Northampton,MA,01060 Project: Check(x) one or both as applicable: New construction Existing Construction X Project description: Remove and replace 3 existing antennas I Nicholas D. Barile MA Registration Number: 51464 Expiration date, 06/30/2022 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural Mechanical Fire Protection Electrical X Other:Describe Entire Project for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or ,-oN OF MAs0 9c, electronic signature and seal: s, fr,/ H Ili fAcc, Bp >>l No.51464 %9FGISTEy'�5) <' Phone number: 862-242-8050 Email:nbarile@engelevated.com �`SSiONALel Building Official Use Only Building Official Name: Permit No.: Date: Version Ol O1 2018 I eYM:M.S&MAN M 740.n,OW A3XaH 9,1„' 0 CONSTRUCTION DRAWINGS COMA-EX R; ....�..�IMAM.,d:,.,.PAWN a7 Consultants ":.k�« APPROVED1 MAIM UNIT..>.. .d>m...m By SCMA44f 940 on,HOP D2.2020.10 INX Nei.Noe.CNN ... ., T.-Mobile (6,6”APPROVED7 _ f.14,11,d it 4 n Am Aw T-MOBILE NORTHEAST LLC Ta'ONINNNO TLNG L600 , :1: 2.93 vxI M.Iern,:I"AP.,. �,,.. SITE #: 4SH0291C to.4:IP.P W"'TY'NN smelt' ;7:0N SITE NAME: SH291/ NORTHAMPTON MAIN ST 78 Ni M„ ,'. +f.RFxt. Rm 76 MAIN STREET tNN.;;Fm,� M,-+V Gm.Er to t,.latm...iron41 NORTHAMPTON, MA 01060 43N0291E =.W.e„ev s,u-, HAMPSHIRE COUNTY LMOO/LNDO/N ' BRIABE m 3r18/21 • Piul Semuil/to ILSITE CONFIGURATION: RAN:67D048 INDOOR ConettoctIon Built As is ' L A&L:671304B 2QP+1OP GENERAL NOTES SITE LOCATION INFORMATION t ra mr(t .F t6Et0 Fc .>-tcr•'s THIS DOCUMENT IS THE CREATION,DESIGN,PROPERTY,AND COPYRIGHTED WORK OF T-MOBILE. SITE NUMBER: 4SH0291C >,:ro azcn ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR -'O- SITE ADDRESS: 76 MAIN STREET �^ -�'�r�O"O�'�""O`� LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. NORTHAMPTON,MA 01060 THE FACILITY IS AN UNMANNFO,PRIVATE,AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY JURISDICTION: CITY OF NORTHAMPTON DRAWN Av r.o ACCESSED AT TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND,THEREFORE. COUNTY: HAMPSHIRE COUNTY en[cxw n, [Jr DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED SITE BY REGULATIONS REQUIRING PUBUC ACCESS PER ADA REQUIREMENTS. PARCEL ID: 32C-017-001 KA'' .S rcrro CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB ''' PROPERTY OWNER: TRIDENT REALTY CORP .AA M: r:cze'A' SITE AND SHALL IMMEDIATELY NOTIFY THE T-MOBILE NORTHEAST,LLC REPRESENTATIVE IN '6 - PO BOX 686 WRITING OF DISCREPANCIES BEFORE.PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR "II NORTHAMPTON.MA 01061 SAME APPLICANT: T-MOBILE NORTHEAST LLCmo rw mom.Mt UNLESS 15 COMMERCE WAY,SUITE 8 »u^R a.rME.Aari M.N. NORTON,MA 02766 SPECIAL STRUCTURAL NOTES STRUCTURE OWNER SHALL BE RESPONSIBLE FOR GLOBAL STRUCTURAL STABILITY ANALYSIS OF SITE CHARACTERISTICS EXISTING SUPPORT STRUCTURE. GENERAL CONTRACTOR SCOPE OF WORK SHALL INCLUDE ALL .c'i r'u' REQUIRED STRUCTURAL MODIFICATIONS.RE-BUNDLING OF COAXIAL CABLES OR OTHER SPECIAL LATITUDE. 42.31916394 MODIFICATIONS AS OUTLINED THEREIN. a LONGITUDE: -72.62972080 `Fee,,, STRUCTURAL DESIGNS AND DETAILS FOR ANTENNA MOUNTS COMPLETED BY COM-Ex STRUCTURE TYPE: CONSULTANTS,LLC ON BEHALF OF T-MOBILE ARE INCLUSIVE OF THE ENTIRE ANTENNA SUPPORT a:. eg BUILDING STRUCTURE(GLOBAL STRUCTURAL STABILITY ANALYSIS BY OTHERS),EXISTING PLATFORM,EXISTING ...IN,"t`¢'C LOCATION OF PROPOSED I-MOBILE EQUIPMENT ROOM ANTENNA MOUNTS.AND ALL OTHER ASPECTS OF THE STRUCTURE THAT WILL SUPPORT THE NICHOLAS D.BARILE EQUIPMENT: (IN BASEMENT) T-MOBILE EQUIPMENT DEPLOYMENT AS DEPICTED HEREIN. - .. >:. ,_ STRUCTURE HEIGHT: 266-0'AGL COOT-EX CONSULTANTS,LLC ASSUMES THAT THE STRUCTURE IS PROPERLY CONSTRUCTED AND KEY MAP MAINTAINED. ALL STRUCTURAL MEMBERS AND THEIR CONNECTIONS ARE ASSUMED TO BE IN ANTENNA(RAD CENTER) ALPHA -272'-0"6,S73'-0 AGL GOOD CONDITION AND ARE FREE FROM DEFECTS WITH NOT DETERIORATION 70 IT'S MEMBER BETA - 271-0'8 t73'-0"AGL SITE M.45H0291C CAPACITIES. ttwEE-.Hts. GAMMA-372'-0-A A 73'-0*AGL 61129111ORTXAMPTON MAIN 5i 71 76 MAIN STREET NORTHAMPTON,MA 01060 APPROVALS UNDERGROUND SERVICE ALERT SHEET INDEX HAMPSHIRE COUNTY SHEET SHEET DESCRIPTION PRAWIM mu& NO PROJECT MANAGER DATE T., TIRE SHEET 0N-1 GROUNDING 6 GENERAL NOTES TITLE SHEET CONSTRUCTION DATE .'• •• Al ROOF PLAN A ELEVATION & Know what's below. A2 FINAL EQUIPMENT PLAN A ANTENNA PLANS RF ENGINEERING DATE call before you dig. A3 DETAILS E-1 ELECTRICAL DETAILS I NOTES =AWN.]NNW, 1OF6 ZONING'SITE ACQUIBRKTN DATE CALL TOLL FREE8DIG-SAFE OPERATIONS DATE (868-344-7233) T-I GENERAL NOTES COM "Ex I. FOR THE PURPOSE OF THE CONSTRUCTION DRAWING.THE FOLLOWING DEFINITIONS 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER AND T1 Consultants SHALL APPLY: CABLES,GROUNDING CABLES AS SHOWN ON THE POWER.GROUNDING AND TELCO PLAN TB.THE EXITING CELL SITE IS ACTIVE.AU.SAFETY PRECAUTIONS MUST RE TANEN WHEN MAW;NO DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD q.r PP CONTRACTORS-TO BE DETERMINED TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS PIM SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) THE CONTRACTOR. TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OWNER-T-MOBILE OF ANY DANGEROUS EXPOSURE LEVELS. 10.THE SUBCONTRACTOR SHALL PROTECT THE EXISTING IMPROVEMENTS,PAVEMENTS, 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CURBS,LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 19.APPLICABLE BUILDING CODES: T•AMobil�. CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE SUBCONTRACTORS EXPENSE TO THE SATISFACTION OF OWNER. WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY SUBCONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NOTIONAL.STATE AND DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR. 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIAL LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ)FOR THE TNnANe RoraxuAT LlP SUCH AS COAXIAL CABLE MID OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. LOCATION. THE EDITION OF THE NU ADOPTED CODES AND STANDARDS IN EFFECT ON THE 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNERS DESIGNATED LOCATION. DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. APPLICABLE CODES,REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES. 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. • BUILDING CODE:MA STATE BUILDING CODE 780 CAR 8IH EDITION •e•.,•••Iw•fe•A REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE • ELECTRICAL CODE:REFER TO ELECTRICAL DRAWINGS PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL 13.ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WTIH AMERICAN • LIGHTNING CODE: REFER TO ELECTRICAL DRAWINGS .• APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL CONCRETE INSTITUTE(ACT)301. to: •e nrry 'Ip✓:.Ill JURISDICTIONAL CODES.ORDINANCES AND APPLICABLE REGULATIONS. SUBCONTRACTORS WORK SHAH COMPLY WITH THE LATEST EDITION OF THE FOLLOWING • Ae.nenr..n"'.,==:•PIex 14.ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND STANDARDS: R1AA •=e,,••=, Jr.r 00wa• 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCA FD AND ARE INTENDED TO SHOW SHALL HAVE 4000 PSI STRENGTH AT 2B DAYS. ALL CONCRETE WORK SHALL BE DONE wu K. ..",'PP'ron ..•','. OUTLINE ONLY. IN ACCORDANCE WITH ACI 3,8 CODE REQUIREMENTS. • AMERICAN CONCRETE INSTITUTE(ACT)318;BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE tfinrmt .q.nrt. .nw.w.,•-r xw«.nIn• S. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, 15.ALL STRUCTURAL STEEL WORK SHALL BE DETAILED.FABRICATED MID ERECTED IN ,Ae Es CAVIL,•,,:•.rem+es,IAt.M EQUIPMENT APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS ACCORDANCE WITH MSC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 • AMERICAN INSTITUTE FOR STEEL CONSTRUCTION(NSC) cw,,,,,,m. AS INDICATED ON THE DRAWINGS. (Fy=36 AN)UNLESS OTHERWISE.NOTED. PIPES SHALL BE ASTM A53 TYPE E(Fy= 6. 'KITTING LIT'SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE 36 AU). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. • MANUAL OF STEEL CONSTRUCTION.ASS.NINTH EDITION Rw•su•a q•RAV•a•gn SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND TOUCH OP ALL SCRATCHED AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED KITTING LIST SHALL BE PROVIDED BY THE SUBCONTRACTOR. S USING A COMPATIBLE ZINC RICH PAINT. • TELECOMMUNICATIONS INDUSTRY ASSOCIATION(M)222-C, STRUCTURAL STANDARDS • FOR EEL 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 16.CONSTRUCTION SHALL COMPLY WITH DU SPECIFICATIONS AND'GENERAL • CONSTRUCTION SERVICES FOR CONSTRUCTION OF T-MOBILE SITES.' • ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:REFER TO ELECTRICAL WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. STANDARDS. DRAWINGS FOR SPECIFIC ELECTRICAL ST NDARDS. • 17.SUBCONTRACTORS SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING THE SUBCONTRACTOR SHALL PROPOSED AND ALTERNATIVE INSTALLATION SPACE FOR DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF MATERIAL.METHODS OF CONSTRUCTION.OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE • APPROVAL BY CONTRACTOR. ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH REQUIREMENT SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL CONSTRUCTION. REQUIREMENT. THE SPECIFIC REQUIREMENT SHALL GOVERN. I r•HIN 4SVE0 Al..R.R. • ra4A RrvLFP Mt OW COMEMS • MAIN !APR SUMASPOR • •••••••App of ap.. ELECTRICAL & GROUNDING NOTES 1. THE SUBCONTRACTOR SHALL REVIEW MID INSPECT THE EXISTING FACILITY GROUNDING 11.METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING 23.GROUNDING SHN.L COLWI.Y WITH NEW NIT,250. ORRWR AY• .vo SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL cslecKem AY• STRICT COMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ).THE SITE SPECIFIC APPROVED GROUNDING TYPE CONDUIT CLAMPS. 24.GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS (UL,CPI,OR NFPA)LIGHTNING PROTECTION CODE.AND GENERAL COMPLIANCE WITH COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. sum e•,.ern TELCORDIA AND TN GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT 12.ALL NEW STRUCTURE WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT.OR MORE Au ANT VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLLRTON. OF 1/2 IN.OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING RING USING AN 25.USE#6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE JO'r•� EXOTHERMIC WELD CONNECTION USING/2 AWG SOLID BARE TINNED COPPER GROUND GROUNDING(UNLESS OTHERWISE SPECIFIED)AND/2 SOLID TINNED BARE COPPER 2. ALL GROUND ELECTRODE STORMS(INCLUDING TELECOMMUNICATION,RADIO LIGHTNING WIRE,PER NEC 250.50. WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON DRAWING. PROTECTION AND AS POWER GESSO SHALL BE BONDED TOGETHER,AT OR BELOW NW GRADE.BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE 13.ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL 26.ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE Accom=mg a•s,ta NEC. ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO 14.ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND PROCURED PER EARTH TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELELIHUUE STRILMS. SPECIFICATION REQUIREMENTS. 27.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND POSSIBLE EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE •'ak•�, ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 15.THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12'RADIUS BENDS. i6 WIRE CAN //�� AND SPECIFICATIONS INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING BE BENT AT 6•RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 7 sY r.Ir�i1•W.d 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND AND APPROVED ELECTRICAL SYSTEM. FEET OF PROPOSED EQUIPMENT OR CABINET TO MASTER GROUND BAR. Jr� CH CONDUCTOR.R WITHTWTDED COPPER SHALL CONDUCTORS FURNISHEDDH GREEN AEDWITH INSULATION.SIZED IN 16.GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR 26.CONNECTIONS TO MOB SHALL BE ARRANGED IN THREE MAIN GROUPS:SURGE §" .t ACCORDANCE THE NEC.ENT, BE AND INSTALLED WITH THE POWER CIRCUITS TO THE BTS EQUIPMENT. OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. PRODUCERS(COAXIAL CABLE GROUND KITS,TELCO AND POWER PANEL GROUND); ^' 17.ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER (GROUNDING ELECTRODE RING OR BUILDING STEEL):NON-SURGING OBJECTS(EGB 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUNDGROUND IN BIS UNIT) BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,6 AWG SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC - NICHOLAS D.BARILE STRANDED COPPER OR LARGER FOR INDOOR EFTS 2 AWG STRANDED COPPER FOR (AS PERMITTED BY CODE)AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR 29.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION - ••- OUTDOOR BIS. NONMETALLIC CONDUITS. TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW TB.RIGID STEEL CONDUITS SHALL BE GROUNDED AT BOTH ENDS. 30.BOND ANTENNA MOUNTING BRACKETS. COAXIAL CABLE GROUND LETS AND ALNA TO SITE I:45H0291C GRADE. EGB PLACES NEAR THE ANTENNA LOCATION. 19.ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW,THWN OR THIN INSULATION. SH291NORTHUMFTON MAIN ST TA 7. APPROVED ANTIOXIDANT COATING(I.E.CONDUCTIVE GEL OR PASTE)SHALL BE USED 20.RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL ROOM AND PROPOSED 31.BOND ANTENNA EGB'S AND MGB TO WATER MAN. ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. CELL SITE POWER PEDESTALIO AS CABLE BETE ON THIS DRAWING.IALRPROVIDE FULL LENGTH 76 MAIN STREET CELL ROPE. COORDINATE AS INEXcA WITH UTILITY COMPANY. 32.TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT NORTHAMPTON,MA 01060 6. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTEDDOCUMENTATION. TO THE BRIDGE AND THE TOWER GROUND BAR. 21.RUN TELCO CONDUIT OR CAB BETWEEN TELEPHONE UTILITY DEMARCATION POINT 33.BOND ANY METAL OBJECTS WITHIN 7 FEET OF PROPOSED EQUIPMENT OR CABINET TO HAMPSHIRE COUNTY LE 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED AND PROPOSED CELL SITE TELCO CABINET AND BIS CABINET AS INDICATED ON MASTER GROUND BAR. FOR GROUNDING CONNECTIONS. DRAWING A-1. PROVIDE FILL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. MAWr•A WPM PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 34.VERIFY PROPOSED SERVICE UPGRADE WITH LOCAL UTILITY COMPANY PRIOR TO 10.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND 22.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEW 3R ENCLOSURE. CONSTRUCTION. SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. GROUNDING 8 ABBREVIATIONS GENERAL NOTES ASIA0291C L800/L700/FU600 AGL ABOVE GRADE LEVEL PROPOSED NEW AWG AMERICAN WIRE GAUGE N.T.S. NOT TO SCALE oRAwrRP•Reel 2 or 6 Betacom 3/16/21 BCW BARE COPPER WARE REF REFERENCE PORI BPaullpo BTS BASE TRANSCEIVER STATION REO REWIRED GpnW1t'Mctign Built A3 is EXISTING EXISTING RF RADIO FREQUENCY EG EQUIPMENT GROUND TBD TO BE DETERMINED EGR EQUIPMENT GROUND RING TRR TO BE REMOVED G NM 1 C.C. GENERAL CONTRACTOR TBRR TO BE REMOVED AND REPLACED MOB MASTER GROUND BUS TYP TYPICAL MIN MINIMUM ?T COM -EX "'If 45)40Z91C Consultants N "" 1600JL700/NSOOD. Err NxM.OP Constf4 m 3/IS/23 • �R. NJ V Paul 8eaui)eu fenStruEE4aR Built As t5 T••Mobil• FaDro3/E%Ma ©Q OR mu IN.a.am . ) ter® w1 co;i ",'Mn'a Nr,IM P , n In .o«r«t.nni',M Iwi,r,xr,.,.ae r rt. ��EM IH we,o E »< MAIN STREET ^.m,a +•' �j''P� $wv a r-wu aril»MOM ma*,, xrs*. ....._-__. AMk ( I xM M.IOMf , t Iy. VROPOSED/Ex6TMD -...1... _..... ___�....--- ( ' 1 EOM rI Mfr R ® ra a frzl Eca 1 .. ~:. k- t AA II ®®r s MM.. I,L% J ,%rE I 1 VIM, 1 _ 8* : ' Or--1.11 I, al1:t: .111 ®®I-"mu"m4 I i is : b 5E a L'�RO,RS ., i-1bBIIF.WiD1INS 11 IJ U p_.o r 1 O ` R 1t ip 1 I IurMR—To.) ®� a!o»D ._.. ._.._. __.._ :{ T:o u H.R4Rmca •i �# I' S1�1 II �� .i z ! "»ov°sE°Exsxc : „, t N.ae •Na... : ' 1` / Y+ q-1 R-2 T-4D8x.0 N1iE 4 R (BETA aeon)..... :.' pL-.§ I� • , -i•r I • MC®lC CAKES E *»IG F .o�[o .^- i i , J TBEL'.r;'r:1 ! ?{ lu JOF Ma ,sz..P,.• ('/ 1i { • THREE Ii)E .,.5 :.,5 El. `, ......_......_......_.......a........ 118�IJ)PNOPCJED 6x12 HCS 1' Ex5nM0 i I PF.*rt+h;SE ...� 111 ACCON.4.10)eV Mt SWIM MA• O e ! - _._ d ortomAtort oN vs sir or ORAT•405 IS •Buv1 a r rtoxsRa,M oivau o .1i L.11 Dar,..TIMBRE PI .----....----.CAW TIV, 8 88 I ti :..T EWxriLsLn Mr.vrwrr-r.-- -� I EXcririIG RDD E»I i ^ r ' - LI I M _ • • _ .......... (1----- 1 V _,.... _ T WA.E.t.a ES N ERM1TNG:ARIF. Ex45T.IG A/C - • NM(!)ExiBTNi,!.R.CS NICNOLAS D.!ARILS WIT ITVP.)- ; 1 I .N�` 1 • MACE(3)PROPOSED 81f14»CS • .,,.. ,,.....+.,,.� ,...�... EYIetsM G»I4!IFS' _ --- I EMF8EMI1 ..II/. 1 •-- _- _.. i -� I kXI51 i1G i-4094E `v' L DVS Av"IEIRW • SITE N:48H0291C -'-f'T-T MOSIMORTIOAPTON MAIN ST 71 ..............._____.___ 78 MAIN STREET exismc ........;a7g.T<7.1 lE NORTHAMPTON,MA 01050 ©�T 4PP9°° Does CT `"I"'""L"' "'"`' HAMPSHIRE COUNTY ®®IBETA SEcwn) EOSINS J-4088.E a DRAM.nxu, COUPIA»r 11004 N romT Nu ROOF PLAN S ELE:IeON RRawIMR H4IK, ®PARTIAL ROOF PLAN ©ELEVATION AM SCALE: 1/8•=1'O ®ELE i TION-0• 1'!!.IMONC A58pC4iED W.PROPOSED E9tnR4f»i S 'I T 1 I GONEIS ANEIIWS.AND CAMROMIG SIAL BE VERIPIED BY A POSS..STROCI5 AM OS*...AIMPENOR4ED GRAPHIC SCALE: 1/B-� MINCERPRI 1'-0' GRAPHIC SOUl F; t/9•�1'-0" Fr A WOOED MINCER Ds 10...AIM 11.1111r COM .*EX .„,,, Consultants ...TN DM CM MOM MOD*OM ANTENNA INKINNATION Mr MOM srOT • •. EXISTING PROPOSED EXISTING OVENNETO , - , , , , CABLE LADDER... EXISONS FAPO ITC*IS POSITION i • - .• s • ,• i I I IODATED IC...... i SECTOR .,,,,,,,,, . , : ' ' AN.T., TR.CTORK I ...,,e, i SRI) tIPLEXIIIND COAX/I GOAT/,COAX! I'•Mobile. i MODEL OTT. No0EL TVA MIER 1 FINEM i NEER : i ! i , ,., .•eammenca woo..sum• ENTING 1,42 OW ZZ''Zfo,'-'''" OrmoN ON ON. i ' ''''''''''''''''''' 'r-e.V"2.2(re° ' '''s • I - - To -i--- [ , .,..„• ...., ,s. I .....04,,N.IMO (.2 I .....6......./ 1 INIIINDINIMOCIM.NAMT 7S-TY T Yr i • MmoromoToo I - - i 1 il&TT AoToal i IV T-v09.a.IFPNIETASSICN CANES, • TRELVE(IV)LIMP.IV COAX o„,,,,,.,,,,,,,.,„.8,,,,,,,,,,,,,,,„..,,88 T., NI 1 ADFOTS20-OMB,ABU , AND,1120.-9090,,,ON 72.-CP"'LIM., r ./. 1 • - I - ‘3"."'"..%). ! !MIL'1 Ify a••••,,,,Natit•t,,,,,,,,,,1 nr•I• PINES(JI ExISTNC STD HCS BETA • TWEE(3)PROPOSED 13012 NCS --- M. ',Inf.,.Dr TON,ino,mro ortmarl Am oTTNNONT oT mo m N.,ST,Comm •,,, i 055024 3,,0 , ARDVANDIAM.4.1.1m. 72-0. Mea. • TIN 1 • IX•••••••••*.i - - : ilL1=1 '.:: .0-0,Ur BNB.,.r17.wIINHI,te 4.- I MST..E-TOTIOME NOS•i•Or CoMNEr II 1 T.,,TTEM-SD.M-SON T NX0,820-9090B-ITON 7X-EX*fl•nara. • SA [ • - I - s——— I ....... , . MST,.ACCESS SW Com B E.ComMONTN.Worms IM MI DION B2 1 COMIN-M,460-.A2D T SINTOBAMOr TOMOSANSIO 7X-Or * M. ! • •••••••.•••• - - I 1==1 :i. clakrt,An2 Ix.F -- DOSTING T-NOPIE : PITC SSOO DOSINST M BE REPLACED A,/ INTNOINTL•OP TOMBSIONS PBC MOO CABINET • , rATSTPTO T-MINIRE/ CARE POR,— • EXISTINC T--MOSHE 1 AT TIME Of CONSTRUCTION,CONTRACTOR TO VERIFY 1,0NITIME,,,,,O.C,A...11ONS.A.BLAIENIFIED IN D.IBMS1 NOIE, ..,E . SET OF .1 1.1. AZPMJDIS Of EXISTING ANTENNAS.Ir DIFTENENT FROU . RODS.PLEASE NOP,THE RE°MEER AND PLANS BASED ON A VISIT ITY CON-EA ON 09/17/20. °INALSCALE:3/Vy_01PIAENT PLAN CONSTRUCTION AMAGER Nati ACTUAL AMON TO MOTE ,,,,,,,,,,,,sop,amp,0,•,,,,,,,,,8888 1-1,10BRES DATABASE IS ACCURATE ATIO DP-TO-DATE. DATE op/27/To , 1 1645070 MORO Al ANN 1 .. 7. frir r f arBM RPOSED PER R.COUVF,S GRAPHIC SCALE: 3/11-.1.-0" o TS,:TO . Al 1160800434 17 °AIR Desaarr.1.0.10...6% N',:t4,0,_ /-VA=Ca lgoTaEgn ‘tvt ..--MST,.LI,9,,CHT/L21 AMMO-900B MOEN. i,MOE TO REMAIN •. NOCE Ex,sliNT T,BERGIASS FLUE MUNN•T: -'•%,„6,,,.. 11 ,f A.- ., • ENTIOceo ITT. .., •,.. _ ___ ,,, --. EXISTING 1.7013 , 4'0 ... rer'PAIPRI413.1=20""*ANTOMN gliflIalli IX , . 111111,1 DISOIN,SANT-ASM ANIENNA ‘.:4*. vtle:4-1P17.1111 EOSIN%e' WI,'RE TRANSPARENT,. - . --77- ,..w.' SO.. di/iN INSTAAUED ON EXISTING eV MAST IMF itarilairlar PROPOSED 32-•A V-0*Ank ....u.IN.L RI'TRANSPARINFL. T Na7 400 NO Wawa a as sur or Mommos 9 TOO Mr OrnoM tar MI= ACCOONNTOT Or Mt SINBIED 302.• somoTME Or o MIDNOSONTE ON•Mar Tr -'.... MST.T-WAS:.1 . i.Tr 1., OC T N MINA WONT(MO,Or 2 KR SECIONT MOUNT ITTP.OF 2 PER SECTOR) OWING NMI ON THE /-..' PROPOSED PAU 4449 Ark 671•138S INSTALLED ON TNE • UNISTRVT SSW TO DE COSTING UNISTRUT TOM Nay ; .0,6 . •• ROOMED ...— .....EnSTNO',NOWT CAII•E TRAY •-•EDEMNIT r--NOM,CANIS NUT [I IT r EXISTING NFU ON NE ......... _......---- UNTSTMIT STAND -. AIM 1171,1365 M17IrON TO Br BOTTOMED W IRE EXISTING UNISTRUT : , lit , POS.' STAND VI --0311 8 *,•,, —17 *IDN-FTNEFRATINO -...,,,sr.. .,,,o,,,,,, NON-PLHLTRAIIT. .I I- IMMO TRIPOD WI MIA CARLE MAT TRIPOD ANTEA i laf*.'14;''''' 1 .DOM 1,19019/IET TOWNE(MP.(Tr 1 , NN , ATTE-T.D.-WSW 310.)W(TY,Or 1 ill_lirO NICHOLAS O.,,....,'''--'RAMO-WEN/ PER SETITON) , I ANTENNA PEN SECION) 1 PIS'''Zrttr to I NOCE ErSHING I .• * ,F, /It I , I,V i FATERCiATTS PHE SITE#:4SH0291C I ,iiii ....NVII.' , 1 NElitN IMIIIIIII PROPOSED MOD m OD ESTOSTIMO RRU Cf1 TOE , , IMAMS pTsTALILD ON(-_,----2) SH29I NORTHAMPTON MAIN ST TS Am EXISTMC UNISTRUT\Of) 1,1 DE 60406ED Vir 48\ f coo 76 MAIN STREET 1 \FTTRIOBA ENBRSEGP LAARRSEDPS•::..; .*I4E‘Li tia/A./4k---iilli_lEAi1aWIRDEI.S 2,1T\-H' S—/G0I6S. , (_r) — = -I - -r ,s\--—,/, ---,---!;1•-.-..MCIRAAERNOESM PST,A PRATE,N...MT O BIL L EPAAxPNROSTVEP,OAN..ANS.RAER D.ITN.SL.S_TT1:AAE3LZ-=AUrS-OENO VANfZ irNOT EOPOC LA SS R.V•F W------ L 0 , i3O-TT-±I5SD\M-IOST T2 0-L -IT4 D-09C-0-l91i t11: r/00 / EwE.7TAM..ARXPUR.IXSI"Y.,IT SACRM.ENTIST;ANuA 0S;Ir'TS,R;.0.7iATNFI.CL4l-SU.34BPe EcI-AAL.tREi r E:lv9N.k'.4T.04-/A270'.W:NI.T.E A DNRHFAOMAIRN.MTA HPlAiLSt EQUIPMENT6Y EXSTG 24•66 Er - / EXSTNGWOr rk''''44"444•.° - POOf PLAN&i To / PR50OSD3 0 k ANTENNA PLANS EXSIG 170 .... 0 LOMPTC(NO- B, ANTENNA 0103111-63.38-011 RAVE MAW +-MON-PENETRONG iNSAN.COMM. T POO NODINA t ISTIERCIASS FLA 70 III ' TR,POD ANTENNA MDEENSASS FLA TO' -EMS..I-NOME( NON-rETCSTITTN,rNS OTWENNA OTTAWIND...r 4 or 6 TO EL PERMED ROAN 3303.•1 MP.Or 2 AMAIN WANT ITTP.CI-:PER SECTIXO PER SECTOR) 45N0291C °EXISTING ANTENNA PLAN I 600/1700/N600 0 PROPOSD ANTENNA PLAN LOADING SHOWN ON THIS SET Or ORAVONDS IS BASED OW - SCALE:1/4- 1.-0` NeT403111 3/1021 SCALE:3/8 1'-0- THE STIALX,RAL ANALYSIS PERFORMED EIT CON-EX CONSULTANTS W1111 EIN CLONAL 0A,F0 OCTOBER 28,2020. A-2 I 6.1 i PAW Resullem I ,- ,1.... ., t COTORACIOP TO NOD,CON-EX INV T-NOBILE IN THE EVENT RIO COMMONS DR-FER TROD*PUT IT REPRESENTED GRAPHIC SCALE: 1/4-+.1'-0" GRAPHIC SCALE: 3/8"-V-0" N Tiff STRUCTURAL ANALYSIS.NO SUOSTPUTIONS ARE CONS(ruction Built As to PERMITTED WRNOUT AMMON,ANALTS. COM -EX Consultants "111HaS.NJ aM. PROW 00 Ink AROPOSE o R wx a..„ --sRFS TENn MOWING :P a'Mobile. ®NVE,v /.P51 _2 .__2 I 8.5" a T MORn MenNRERntO .. ..wr.....woo son. • I3.5 ` ..x,,.e....,.n 10,4" x aarveasaa [0 11 9a 5 19- 11) Mlwiw x as.a .11/. 04 2• Su'.fi E FOP ASi.. �. o—. __+ .Mr rn m w la e Uo.c worm FM.3 WENT U.cerdmr5 5e us *0411 9.4E Les RW EOMU OF RR,.x1OMM JUMPERS FROM EH= MX RRU IV ANTENNA ................... T • ® RFS — APXVAARR18-43—U—NA20 ® RRU — 4449 B71+685 ® ANTENNA MOUNTING DETAIL e TYPICAL ANTENNA INSTALLATION DETAIL .<rN SCALE:1/2"r1' SCALE 1/2"r1' SCALE:t/2'-1' SALE:N.T.S. 1 ea>:ro .REVMDPER RF CWnEHTS a 100:m sane mmVISRON 45I1029 IC aF... E600/1700/N600 __- __. Betacorn 3/16111 ORE.M SO +To Paul Beaulieu cexa.E0 We Construction Built As Is ac.xe, ,...rcex0 5o,.,•aR a..mar m.mF lt © t yl..(' _ anovoseo nx'. RF TRANSPARENT I NS NiCMOu1!O.�MIu RUE TO RERICE EMSTRFO 3�E•M eats fI1►a tro ..__ PRoroseo.NfENN. a PER wnNECNpx)-� y.�...� � /'317.]"K3/a• i SITE p:45H0291CIII •—,VIM a•.V.C. / / NICK RING bcENT[u ws* .RE Ex. PIPE Tw'" SH29LNORTNAMPTON MAIN SIR I' t0 -_ vvmER 76 MAIN STREET SECURED r0 FINS NORTHAMPTON,MA 01060 1 WIN SELF TARN. xs, 4 h' I HAMPSHIRE COUNTY L 1Kx/N- 32-sPai o•LONG IS 1/4"FIBERGLASS ......... ......... o.em,I Mat FLUE(m DINERS) 3raa. SITE CONFIGURATION .. -" ""— �— ROO RAN:67D04B INDOOR DETAILS A&L:67D04B 2QP+1OP OS ANTENNA MOUNTING DETAIL ANTENNA MOUNTING DETAIL ®ANTENNA & COAX CABLE SCHEMATIC OR.wMO we.RTr S OF A-3 SCALE: 1/2"r1' SCALE: T/2"m t' SCALE:N.T.S. A-3 I EXFIAT WASHER(iYP.) FROM A TERNS 4Stf(O2.9Yi. COM • LOCK WASHER(TYP. ANTENNA(TYP. ANTENNA SUPPORT L6OO/l7DOIH66O Consultants 1/2"x 7 t/2'HEX BOLT ` I I 4« Beacom 3 I6 2i (STAINLESS STEEL) \`' li PIPE ') ll Pouf Beauile.0 r.A.a1N_.m awoxn CODRtructLo,,Built As Is Ko mA. TMA(TOP.) W \�"--NUT(T P.) . CROUNMNC CABLE—. ---'�—GROUNDING BAR �, T••Mobile• JUMPER REQUIRED ONLY FOR Yawru NDIemwT Eu EGET EASE OF CONNECTION(TYP) 11 WEATHERPROOFING KIT(COP) EXPOSED BARE COPPER TO BE AND STRESS RECTORS ONNom.,NA arm KEPT TO ABSOLUTE MINIMUM,NO INSULATOR ALLOWED WITHIN THE TONER PANEL ANTENNA CONNECTORS N No SFCTRN"A-A' COMPRESSION TERMINAL(TIP.) ■ N, TELCO CABINETF■l f■ STANDARD GROUND KR TOP I,.• , MIE. T - .__�__. .... ............... ...._.... ■I III (NOTE: 1) , , I.'DOUBLING UP"OR'STACKING"OF CONNECTIONS IS NOT /2G(TOP.) CONDUIT CONNECTOR (a 'w e.A.,�`""„"A'.,ar'""'m""," ' PERMITTED. WEATHERPROOFING KR(TYP) ANTENNA CABLE TO BTS(TOP) .c 1,a:,.vn..OP n(.v:N. 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. TRAY .. E, I • '41111111COAX GROUND KIT ,E al,TWO HOLE COPPER ^'-^"r^ II vCOMPRESSION ro ,.c _ / lall TERMINAL *lliM FROM TMA MD i OTHER EQUIPMENT RwRDDu or RWAS10R P .... (WHERE APPLICABLE) niiallan GROUND BAR(COMMSCOPE KITSTKNLERE STEEL EGB 1 /CB-OA I6-R,OR EQUAL) , HARDWARE EOIiBENT PAD/SHEUER c�c �i'�-CABLEGROUNDING TO EXIST. ' 1� GROUND NOTESL #2 AWG BCW CONNECTION /2 AWG BCW.BONDED TO GROUND 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND WIRE ALONG CABLE LADDER TO 2 fltte,70 4.s*11A1 v*N. fI HYAnOIy ANO ALWAYS DIRECT GROUND WIRE DOWNWARD. CIGBE/MIGB , 101"A:e RF.'4EDRRR m'arwErm ® TYPICAL GROUND BAR CONNECTION DETAIL ®GROUNDING RISER DIAGRAM 0 GROUND WIRE TO GROUND BAR CONNECTION DETAIL „ ,.ro RxNM Reserae� SCALE:HIS. SCALE N.T.S. SCALE:ILLS. PRAWN 11Yr NO CIDIONVO OW ELECTRICAL LEGEND '°"° AS''DMP A AVER Y WU AR N•: >r.,AN NM Ta1RT*-NO GRC °'DLDIRMED a C COMM UITG GOMM CROWD NO,MN MON LOE.MESA NCR '�_ 10 01.6,01 OD..WA DAMEN!<DOM AW saAnAa o A.NNva.Nwa 111RW __.G__..CPb.M CtPROr•R.4E K IID1m AREM CApYD wIRF ... rs CMAYL DOE INOt i.�� MOWED TO BACKBOARD PROPOSED 351/0 AM a I 0 2 AM 0 sine'WIPER CM swum Srtn MUM+w N rN CND COPPER coNoucTOR w z'O TO REDUCE F%STNG If REDuwEo—, �F A IEAmIIIRRc LR O(•wrWfSxsal PR ...... , • 4 I .. i --- PLwfA RAOrtGID,I CARNET �•GT�) \ . i f .c TADIa= FRG fJ(STxIG CABINET: FYKf.IC A!C PANEL—..._.� ® (LtB)OWRCTOILt DEMONIC YMFP SSIV .i • JPOP.ADE POWER 0 Rx IIE ANTENNA EXISTING NO:NF IllPSU. NO DONE READY. GROUND LUG TO NICNOU9 D. ARIA! UBR[ DE- DSDLBIPpN �• ,.•�•.••..,.F. ONM*AL ...... i 150 MA.ifMOO EROA t NOl UT NE ALREADY K u0 ANTENNA GROUND STANDARD GROUND _ EX. (CND)( ) ' I 1 amT SEE NOTE T SITE#:4SH0291C (I- Fe :t uDP"£ GAarrr /e ARO(PROADED WITH SH291T1ORTHAMPTON MAIN ST TI P. • /] NIOW WC GROUND xRT OtT.) � -- T ----- 76 MAIN STREET \ .oRm/cwx CABLES J ri<TizeG ciruir • • MRENNA GROUND) MP.FOR Au) NORTHAMPTON,MA 01060 FABTING ACCESS / . � (BOTTOM)SEE D S KIT HAMPSHIRE COUNTY PROPOSED T_LR)REE ` IR AM Lop o&vtoo MLR • roc Rzw CABINET (z)Iz AMC ecW......... TO m AM TRAY OR ICERRI GRADE OG[1:Y:NG*_NOe./ ELECTRICAL c.Nr Rem TING RI AAc TUN DETAILS ExeT EXISTING EIExiRK FEEDERS AND R"10 GROUND &NOTES CONWTr ro RE INDAlD W AS AR/RAC T_MOBLE ROUEEO.CONCUR ASI WNE ._-- _.. AR/RACK UCHEElISEo RE10 RE O DDSID4 ELECTRIC FEEDERS IWO cONcurr To BE I. ON Of pOP CU BARS ANTENNA NARY LOCATION 0 WORKED AS COBE 80.MB BC AND WIRE OI TIE ON R TOIDIS REWIRED LOCAigN AIA LE NCOVIOVE O BE KRm BY ULTIMO DEOiMIN USE A SEPARATE A. CARE AS BANNED. vA , R Or R T. USE A WIED. GROUND 8.A FOR CAPS ANTENNA le REWIRED. ®ELECTRICAL SERVICE DIAGRAM ®ONE LINE DIAGRAM 411 ANTENNA CABLE GROUNDING SCALE:3/6'-1•-0" SCALE: I/A"=I'-0" SCALE:N.T.S. E-1 I '11. ' .r GRAPHIC SCALE: 3/6'-T'-0"