Loading...
10-12 WARD ST - BUILDING INSPECTION 25 Cr LJ 5-_2.;,l =BuildingPermit e Commonwealth of Massachusetts INSPECTICTSALEM �I4`y41 T of Building Regulations and Standards Code 780 CMR a / chusetts State Building 1015 DEC dli l ication To Construct, Repair, Renovate Or Demolish a One-or Tivo-Family Divelling �- This Section For Official Use Only to Building Permit Number: Date. plied: g Building Otticial(Print NarnG).- Signature - Date SECTION 1:SITE INFORMATION 1 I.1 Property Address: /O-/.Z WJ$RA 17' 1.2 Assessors Map Parcel Numbers 1.1a Is this an accepted street9 yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Propose)Use Lot Area(sq it) Frontage(R) .. 1.5 Building Setbacks(R) Front Yard - Side Yards Rear Yard - Required Provided Requited Provided. Required Provided- 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:' Zone: Outside Flood Zone? Munici O On site dis sal s stem 0 Public 0 Private O. — _ Check if esO. po y SECTION 2: PItOPERTY0IVNERSHIPt' 2.1 OiXnert of Record: ETER .�`i"loLaS r� i�A- O/970 IN)me(Print) - - City,SIM"ZIP No.! ` 75 dStn�p ST Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORKt(check all that apply) New Construction 0Existing Building Owner-Occupied Repairs(s) ❑ 1 Alteration(s) ❑ I Addition 0 Demolition 0 I Accessory Bldg.C3 Number of Unit — Other Specify: U /MTN621?�T I/V Brief Description of Proposed Work-- Z49UL,#T-k- i riC, T EAT4°c'6 a UJAU r WiLk 16041n4 aU1)4 CZ- /nJr//fA1-l6A) SECTION 4:ESTIMATED CONSTRUCTION COSTS licm Estimated Costs: Official Use Only Labor and Materials I. Building S �r e0 1. Building Permit Fee:SL_Indicate how fee is determined: 0 Standard City/Town Application Fee 2. Electrical S ❑Total Project Cost'(Item 6)x multiplier x 3. Plumbing S 2� QtherFees: S 4.Mechanical (HVAC) S List: 5.Mcchmiical (Fire S Total All Fees:S Su ression) Check No._Check Amount: Cash rbnount: 6.Total Project Cust: S �(pS�d°d 0 Paid in Full 13 Outsmnding Balance Due: C'(l6a-its -� Cx7tJT • l 2t£?i SECTIONS: CONSTRUCTION SERVICES 5.1 Construction S upervisor License(CSL) _l0975'� rE�aD b�^ �� License Number Expiration Date N^meofCSLIIoWnr List CSL'rype(see below) U /j e1&0l ,�A _ Type Description Nu.naJ Street - __ U Unrestricted(Buildingsu -to 35,000 w. Il. tlrslut C,t f a /1111- nJA R Restricted 1&2 Family Dwellin City/Town,State,ZIP M Masonry RC Roofina Covering WS Window and Siding !! SF Solid Fuel gaming Appliances !o/•�Sy.,2'�, /9 1 Insulation Telephone Email address I D Demolition 4.2 Registered Home Improvement Contractor(HIC) 110s0 5 16 4_75 ST/CCA CQA1'7,'0CTLL- CO - HIC Registration Number Expiration Date I IIC Company Name or I Registrant Name 1;1- Email address { " air �,�„14, vaigg � Cit frown State ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.I e.152§25C(6)), Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Is m a of the building permit. Signed Affidavit Attached? Yes .......... No........... 13 SECTION 7a:OWNER AUTHOItIZATlON TO BE COMPLETED WHEN' OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT' [,as Owner of the subject property,hereby authorize -5"TICG9 C'OIIJTKF)CT(/ULr CO - t�ct only be to all matters relative to work authorized by this building permit application. Pn— tai Owncr arae(EIeCtro^Ic Signature) D°1C SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,i hereby attest under the pains and penalties of perjury that all of the information contained in th' application is true and accurate to the best of my knowledge and understanding. AD a �, iz_3-is Print Own 's or Authorized Agent's Nume(Electronic Signature) Dale NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor _knot registered in the Home Improvement Contractor(HIC)Program);will not have access to the arbitration program or guaranty fund under bLG.E.c. 142A.OtherImportant mformafion on"the HIC-Programcan beoira"t -- - ww.v mos, cov:'ow Information on the Construction Supervisor License can be found at www.nnass.��ov:'Jus . 2. When substantial work is planned,provide the information below: 'Total floor area(sq. R.) 'x (including garage, finished basement/attics,decks or porch) Gross living area(sq. RJ Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches 'Type ofcooiingsystem Enclosed Open .1. "Total Project Square Footage"may be substituted for-Total Project Cost" Ila fill ` {1slag!1iii` E �� 194 The Commonwealth of Massachusetts Department of Industrial AccUvta Office efArnvestigadons . TJ 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Annlicant Information Please Print Legibly Name(BuaiaessCrg umtimdhidimuap: _177r'lA /'elYl>tAi'�id%� GD. Address: 371. /hakeem l sr City/Stat&Vp:IMLW A#. AUM9 Phone Asx' ou an employer?Check the appropriate box: _ Type of project(required): L( I am a employer with ' A 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors2.0,I am a sole proprietor or partner- listed on the attached sheet t 7. ❑Remodeling = ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its requhmd.j officers have exercised they 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself.(No workers'comp. c 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees.[No workers' 13.❑Other comp.insurance required) �AsYxFpHcaolhatrackshozail rounsho 01out0e set . blowshoving thorwotmV eonfp�Cpn pulieY 0fomsti�. t HouRMPM n who submit ads x idsvit mmoso$Bucy stn doing an work sad thm hire outside monsco mtonu sabmit a ocw atLdavaiadieating sued rCmtnelms that check this box must numbed an sAgbnal stmt showing the vane stet sub-eoobamos had Ug& otms'comp,policy jpfamudon I am an employer that is providing workeis'compouadon insurance for mywrrpioyeer. Below is de policy and job site infannadwL . Insurance Company Natine:.z/lie/u/ /9'Al�/GA.AI Policy#orSelf-hmLit.#:_4zzl Ar-y119NA2/© ExpirationDate:eP�3/ Job Site Addtess: IO'/.t 4J)?Pb ST. City/Statezip: SAVa . 0/970 Attach it copy of the workers'compensation polity declaration page(showing the polity number and expiration date).' Failure to swore coverage as required under Section 25A of MGL c. 152 can lead to tike imposition of criminal penalties of a fine up to 51,500.00 and/or ona-year irr�as well as civil penalties in Bre form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerdA under&a pain�sJ'anndd penalefer ofperjury that the iirformadon provided above is true and correct t ' e• t 4 k Deft, /-7 Phone it Lig-s��-6�1p O,ficial use only. Do not write in this area,w be completed by dry or town ohieiat - City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Chy/fown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: e,PHetr�a$H�Rl�r CS-' orm go, (KnIMIT unresWctW-Ehaodiop o'asyun 9MV whach ,, a 35,M ad=fait(991tm)Of codmdspm FAM t* aCUMMadkionofthe MasadmseM swe suaft Ca3eistaumfor revatationofthis ittense. Fm ors eit a vift .MasSovlors �lll' U CjiteiieoJ/ff�/(fIllt f + (Pf,#i�7f'flff If' 6 f Office of Consumer Affairs and Business Regulation 10 park plaza - Suite 5170 �'. P Boston, Massachusetts 02116 Home Improvement Contractor Registration Regis roWn: 110505 TWO: Supple meet Card ENtiWon: 10/202016 STICCA CONTRACTING CO BRADLEY DANOF - 376 WASHINGTON ST _ MALDEN, MA 02148 Update Address and comm=r& W�t 'f'r�ebange. t Addren I , Bnewd t Card I . t AA ll�. a A. " foin"al gra Q*OIBee atCoanoer ABYin 6 Barium Resided" or"0021'""M z; bdom Ito eap1rwdw date. It fogad retam to: OVE RSPROVEMENf CONTRACTOR Office of Counmer AfWfs and Sodom Regalatioa I .� grahtratiorr t1tlWa Trie� 10►art Plan-Sane SITe Eapiratlon 10rJDrA"6 Supplement Card Bests.MA 62116 STICCA CONTRACTING co BRADLEY DANOFF 376 WASHINGTON ST ' MALnEK NA 02148 U ,elap Not valid wHtoat dBsamn PROJECT INFORMATION SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE (LTE-4C PROJECT 2016): ���� SITE ADDRESS: 0 CAIN ROAD SALEM, FA 01970 LATITUDE: 42.493113' N 42' 29' 35.27" N LONGITUDE: —70.938353' W —70' 56' 18.06" W TYPE OF SITE: LATTICE TOWER / INDOOR EQUIPMENT OVERALL ROOF HEIGHT: 170'-0"t _ RAD CENTER: 148'-0"t CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NUMBER: MA3057. PROPOSED USE: TELECOMMUNICATIONS FACILITY JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES SITE NAME: SALEM 2 PROJECT: LTE-4C 2016 UPGRADE L . DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 1 DIRECTION TO SITE: FROM FRAMINGHAM, MA. START OUT GOING SOUTHWEST ON COCHITUATE RD/MA-30 W TOWARD 1 1 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY GN-1 GENERAL NOTES WHITTIER ST. 0.2 MI. MAKE A U—TURN ONTO COCHITUATE RD/MA-30 E. 0.3 MI. MERGE ONTO 1-90 E/MASS PIKE/MASSACHUSETTS TURNPIKE TOWARD JCT I-95/BOSTON (PORTIONS DUPUCATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION ). 6.7 MI. TAKE THE -95 N/Ri-128 N/RT-30 EXIT, EXIT 14, TOWARD AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY TOLL N.H.). 6./POINTS NORTH. 1.2 MI. MERGE ONTO 0 E N/MA-128 N VIA THE EXIT ON THE AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. A-1 COMPOUND AND EQUIPMENT PLAN 1 LEFT TOWARD WALTHAM/GLOUCESTER. 23.8 MI. TAKE THE US-1 N/RT-129 E EXIT, EXIT 44B, TOWARD DANVERS. 0.3 MI. TAKE THE RT-129 E RAMP TOWARD LYNN/SWAMPSCOTT. 0.3 MI. , A-2 ANTENNA LAYOUTS&ELEVATION 1 ENTER NEXT ROUNDABOUT AND TAKE 2ND EXIT ONTO MA-129 E. 3.6 MI. TURN LEFT ONTO 2. THE'FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY WESTERN AVE/MA-107/MA-129. CONTINUE TO FOLLOW WESTERN AVE/MA-107. 0.9 MI. TURN ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES LEFT ONTO CAIN RD. SITE IS LOCATED ON TOP OF HILL NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY A-3 DETAILS 1 REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB RF-1 PLUMBING DIAGRAM 1 SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WCRK OR BE RESPONSIBLE FOR SAME. G-1 GROUNDING DETAILS 1 e .V Awa. ill 72 HOURS fi\ T BEFORE YOU DIG w CALL TOLL FREE 888—DIG—SAFE OR DIAL 811 OF UNDER tN E ALERT o� DEREK J. GJ, +^ — CIV AT&T Hudson© SITE NUMBER: MA3057 +p_+ 1 14/02/13 ISSUED FOR RU RUC ON sc 5 DesijHu GraMPu< SITE NAME: SALEM 2 IOCI o tt/1]/IS ISSUED FOR REMEW ® eT TITLE SHEET O CAIN ROAD A 10/26/1s Issum MR RL`AE'W ou pr D O,cP ��/$TERES (LTE-4C) 27 NORTHWESTERN DR. No. M1E REN610N5 BY LHK P'D FS ONAL �� B NUMBEA OMWING NUMBED flEV 1600 oscooD smut SALEM, NH 03079 SALEM, MA 01970 550 COCHTUATE ROAD S/ �' BOKOING xo NORtH,sidle xRD TEL: (978)557,5553 ESSEX COUNTY FRAMINGHAM, MA 01701 scn1F: AS 5410" DESIONED BY: AT gvwN W. aM 3057.00 T-1 1 N.ANDOVER,MA01845 FAX:I9JB 3363586 GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND DEFINITIONS SHALL APPLY: ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS, ALL STRUCTURAL EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING CONTRACTOR — SAI STEEL SHALL BE ASTM A36 (Fy - 36 ksi) UNLESS OTHERWISE NOTED. PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) PIPES SHALL BE ASTM A53 TYPE E (Fy — 36 ksi). ALL STEEL EXPOSED STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER — AT&T MOBIUTY TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AHJ), THE SITE—SPECIFIC (UL, LPI, OR NFPA) LIGHTINGAND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL COMPATIBLE ZINC RICH PAINT. PROTECTION CODE, AND GENERAL COMPLIANCE WITH VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO TELCORDIA AND TIA GROUNDING STANDARDS. THE CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T MOBILITY SITES." ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONDITIONS PRIOR TCOMMENCING ANY WORK. ALL DIMENSIONS OF 2. ALL GROUND ELECTRODE SYSTEMS ( EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. DI TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES ' AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. BELOW GRADE, BY TWO OR MORE COPPER BONGING PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONDUCTORS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING APPLICABLE REGULATIONS. NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 4, DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE TO SHOW OUTLINE ONLY. AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE AFTER MIDNIGHT. SUBCONTRACTOR SHALL FURNISH AND INSTALL S. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING 19, SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF DANGEROUS EXPOSURE LEVELS. REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND KITTING UST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. - COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN20. APPLICABLE BUILDING CODES: 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. STATED OTHERWISE. JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SHALL GOVERN THE DESIGN. BUILDING CODE: STATE BUILDING CODE 780 CMR 8TH EDITION CONNECTED TO THE MASTER GROUND BAR WITH GREEN SPACE FOR APPROVAL BY THE CONTRACTOR. ELECTRICAL CODE:: REFER TO ELECTRICAL DRAWINGS INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 g, SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING STRANDED COPPER FOR OUTDOOR BTS. AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL FOLLOWING STANDARDS: 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE CONNECTIONS BELOW GRADE. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, REQUIREMENTS FOR STRUCTURAL CONCRETE; 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OR PASTE) SHALL BE USED ON ALL COMPRESSION AND OWNER. MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; BOLTED GROUND CONNECTIONS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSEALL SCRAP TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—G, 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE STRUCTURAL STANDARDS FOR STEEL EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND DESIGNATED LOCATION. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER THE TOWER GROUND BAR. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS CONDUCTOR SHALL NOT BE USED FOR GROUNDINGREGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER AMERICAN CONCRETE INSTITUTE (ACI) 301. REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. CONNECTIONS. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 10. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL AIR—ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS, ALL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY ABBREVIATIONS CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. AWG AMERICAN WIRE GAUGE MOB MASTER GROUND BUS 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 20 FT. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTIVE BTS BASE TRANSCEIVER STATION EW TBR TO BE REMOVED REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING EXISTING EXISTING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID NEF �S TO SCALE TBRR TO BE REMOVED EG EQUIPMENT GROUND y,�P� EF �q� CE AND REPLACED TINNED COPPER GROUND WIRE, PER NEC 250.50 EGR EQUIPMENT GROUND R REK J.RE G TYP TYPICAL ClV AT&T Hudson SITE NUMBER: MA3057 12/02/15 ISSUED FDR CONS RUC ON sc F DeMgn GIGUP,, ® ® SITE NAME: SALEM 2 at&t D 11/17/15 ISSUm FOR RENEW EB AT GENERAL NOTES 27 NORTHWESTERN DR. 0 CAN ROAD A 10/26/15 ISSUED FDR RENEW oM AT D O'`F <G/STER�E1-�J\ (LTE-4C) I�OSGOOD S1RfEt O SALEM, NH 03079 SALEM, MA 01970 550 COCHITUATE ROAD No. DATE RENSIONS BY CNK P'D S$/ANAL �-` 6 NUMBER DRAWINo NUMBER REv BUILDING 4D NORM,SUITE 8090 TEL: 1978155)5950 ESSEX COUNTY FRAMINGHAM, MA 01701 SOME: AS SHDWN DESIGNED BY: AT DRAWN BY: OM 3057.00 GN-1 1 N.ANDOVER,MA 01 BIS FAX:1970133 5 NOTE: AN ANALYSIS FOR THE CAPACITY OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION. EXISTING DOOR i NOTE. " REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA EXISTING SETTINGS. AT&T EQUIPMENT _ SHELTER ALPHA EXISTING GPS ANTENNA EXISTING ' NOSE: SECTOR MOUNTED TO SHELTER EXISTING LTE GPS GENERATOR LTE ANTENNA 35° EXISTING (4) OC POWER, & ROOM AN ANALYSIS FOR THE CAPACITY OF (2) FIBER (TO REMAIN) THE EXISTING ANTENNA MOUNT TO EXISTING SUPPORT THE PROPOSED LOADING EXISTING GATE DOOR HAS BEEN COMPLETED BY HUDSON (TTP.) EXISTING FIBERTOWER DESIGN GROUP, LLC. DATED: OCTOBER 26, 2015 EQUIPMENT ON CONCRETE PAD EXISTING METROPCS EXISTING EQUIPMENT ON BATTERY RACK EXISTING CHAIN CONCRETE PAD I EXISTING CLEARWIRE EXISTING I�I{�� LINK FENCE (TYP.) I EQUIPMENT ON STEEL u EXISTING RACK EXISTING ICE FRAME DC PLANT BRIDGE (NP.) EXISTING RBS fi501 EQUIPMENT RACK EXISTING T-MOBILE - EQUIPMENT ON EXISTING RACK CONCRETE PAD BETA EXISTING GAMMA SECTOR CABINET SECTOR LTE LTE 150° EXISTING RACK EXISTING 270° CABINET EXISTING RACKEXISTING UMTS EXISTING CABINET CABINET EXISTING LATTICE EXISTING RACK TOWER EXISTING CABINET EXISTING TELCO EXISTING COAX HANDHOLE PORT WITH AVAILABLE PORTS EXISTING EXISTING CSC CABINET RACK EXISTING DC PLANT SHELTER EXISTING VERIZON EQUIPMENT SHELTER Ny/ �} COMOUND PLAN 22x34 SCALE: 1/B"=1'-0" A-1 �Pgry 11x17 SCALE: 1/16"=1'-0" 0 a'-o' 6'-6' 16'-9' 24'-0' EQUIPMENT PLAN 2 22x34 SCALE: 3/6"=1'-0" A-1 o 1'_e 2'-6• 5-_4• 6'_0• 71217 SCALE: 3/16"=1'-0" OF M9SSq��S o� DEREK J. GJ, CIV N AT&T SITE NUMBER: MA3057 1 12/02/15 MUM FOR CON5IRUCRON BG F Hudson } } De519R Gr0upuc M SITE NAME: SALEM 2 `�` a tt/n/ts lssum MR REaEw ® AT OMPOUND & EQUIPMENT PLAN 0 CAIN ROADZ7 w A 10/26/15 MUM MR RENEW oM AT D �jF. rGISTERE� (LTE-4C) 1600 OSGOOD STREET 27 NORTHWESTERN OR. SALEM MA 01970 550 COCHITUATE ROAD NO. DATE RENSIONS R CHK P'D �SS�O � B NUMBER DRAWING NUMBER REV BUILDING M NORTH,SUTTE 3090 TEL 19761!375333 SALEM, NH 03079 ESSEX COUNTY FRAMINGHAM, MA 01701 scud A5 sHowN OE51GNm BY: AT DRAWN Br: GM NAL 3057.00 A-1 1 N.ANDOVER.MR01W N...197613365366 EXISTING ANTENNA NOTE' ALPHA ALPHA (BY OTHERS)(TYP.) AN ANALYSIS FOR THE CAPACITY OF ALPHA TOP OF TOWER THE EXISTING ANTENNA MOUNT TO SECTOR SECTOR PROPOSED RRH ('IYP. OF 1 HAS BEEN COMPLETED BY HUDSON SECTOR L . 170 t AGl SUPPORT THE PROPOSED LOADING (UMTS DB) (GSM/WCS (LTE 700 PER SECTOR, TOTAL OF 3) EXISTING AT&T ANTENNAS 30' LTE/700 DE) BC/PCS) DESIGN GROUP, LLC. (TO REMAIN) (TYP. OF 3 35' 30' DATED: OCTOBER 26, 2015 EXISTING RRH ( PER SECTOR, TOTAL OF 9) } } } ) 3 PER OF SECTOR, TOTAL OF 9) (TO REMAIN) EXISTING RRH (NP. OF 3 EXISTING AT&T ANTENNAS (TO REMAIN) PER SECTOR, TOTAL OF 9) OF EXISTING AT&T ANTENNAS (TYP. OF 3 PER SECTOR, TOTAL OF 9) CL EXISTING SURGE ARRESTOR �(TO REMAIN) ELEV. 148'-0"f-(AGL) (TOTAL OF 2)(TO REMAIN) /// EXISTING EXISTING SURGE ARRESTOR GAMMA TOWER BETA (TOTAL OF 2)(TO REMAIN) SECTOR �� SECTOR (LTE 700 (UMTS DB) BC/PCS) 150' 270' q BETA GAMMA SECTOR SECTOR (` (GSM/WCS (GSM/WCS LTE/700 DE) LTE/700 DE) BETA 150 270' GAMMA SECTOR SECTOR (LTE 700 (UMTS DB) BC/PCS) 270' 150' KI:4 EXISTING WHIP EXISTING ANTENNA LAYOUT ANTENNA (TYP.) 11 SCALE: N.T.S A-2 K� ALPHA ALPHA ALPHA SECTOR SECTOR SECTOR EXISTING DISH EXISTING CABLE)(TO REMAIN) (UMTS DB) LTE/70WCS (LTE 700 0 DE) BC/PCS) ANTENNA (TYP.) EXISTING AT&T ANTENNAS 30' 35' 30' I EXISTING (4) DC POWER,.& (t0 REMAIN) (TYP. OF 3 PROPOSED CROSSOVER PLATE KIT,PER SECTOR, TOTAL OF 9) } } } VALMONT P/N SCX-1 (TYP. OF 2 (2) FIBER (TO REMAIN) PER SECTOR, TOTAL OF 6) EXISTING RRH (TYP. OF 3 PER SECTOR, TOTAL OF 9) EXISTING SURGE ARRESTOR �(TO REMAIN) EXISTING LATTICE (TOTAL OF 2)(TO REMAIN) frf I TOWER PROPOSED RRH (TYP. OF 1 - PER SECTOR, TOTAL OF 3) EXISTING AT&T EQUIPMENT SHELTER EXISTING \ GAMMA TOWER \ BETA EXISTING ICE SECTOR i- m A SECTOR BRIDGE (TYP.) (LTE 70(1 y (UMTS D8) EXISTING GPS ANTENNA BC/PCS) Z ` 150' EXISTING CSC MOUNTED TO SHELTER 270' BETA CABINET RIZON GAMMA SECTOR EXISTING TESHEL SECTOR (GSM/WCS EXISTING T-MOBILE I EQUIPMENT SHELTER NOTE: (GSM/WCS LTE/700 DE) EQUIPMENT ON LTE/700 DE) BETA 150' CONCRETE PAD AN ANALYSIS FOR THE CAPACITY TOR EXISTING CHAIN OF THE EXISTING STRUCTURES 270 GAMMA i� (LTEC700 LINK FENCE (TYP.) TO EQUIPMENOT SHALL BE DETERMINED (UMTS DB) SECTOR BC/PCS) NOTE. PRIOR TO CONSTRUCTION. ' 270' 150SLID EXISTING LTE ANTENNA ® POSITION A�4 3 OVER TO POSITION 4 (AS REQUIRED) O'_0"t AGL PROPOSED ANTENNA LAYOUT �� TO ACHIEVE MIN. 6' SEPARATION FROM NOTE: GROUND REF. X SCALE: OS A_2 EXISTING LTE ANTENNA ® POSITION 2. WEST ELEVATION 3 REFER TO THE FINAL RF DATA 22X34 SCALE: 3/35=1'-O" A-2 0 5'-4'10'-8' 21'-4' 32'-0' �P\-�N DFSS9c' SETTINGSHEET S. FINAL ANTENNA 11x17 SCALE: 3/64'=1'-O" DEREK J. yGs C I V I AT&T Hudson SITE NUMBER: MA3057 �p.,�/jJ/" at&t t/02 15 55UE0 FOR CONSTRUCTION m d d, Design Groupua SITE NAME: SALEM 2 Qs� IOCI 0 11/17/15 MUM roR Renex ® AT N O ANTENNA LAYOUT & ELEVATION 0 CAN ROAD A 10/26/15 MUM FOR RENEW OM AT D q� �G/STER� (LTE-4C) 27 NORTHWESTERN DR. 't INOOSGOOD4RE8 SALEM, NH 03079 SALEM, MA 01970 550 COCHITUATE ROAD NO. RATE REVISIONS BY CNK P'D SS�QNAL E ' B NUMBER DRAWING NUMBER REV BUILDING 2GNOM,SUITE M ret:(97815673553 ESSEX COUNTY FRAMINGHAM, MA 01701 SCALE: AS SHOWN DESIGNED W. AT DRAWN ar: oM 3057.00 A-2 1 N.ANDOVER.MA 01815 FAX:(97813365506 EXISTING ANTENNA SCHEDULE NOTE: r19IE AN ANALYSIS FOR THE CAPACITY OF SECTOR M6KE MOQELf S17E (INCHES) THE EXISTING ANTENNA MOUNT TO REFER TO THE FINAL RF DATA SUPPORT THE PROPOSED LOADING SHEET FOR FINAL ANTENNA ALPHA: KATHREIN 80010121 54.5X10.3X5.9 HAS BEEN COMPLETED BY HUDSON SETTINGS. CCI OPA-65R—LCUU—H4 48X14.4X7,3 DESIGN GROUP, LLC. — - DATED: OCTOBER 28, 2015 KATHREIN 80010764 55.2X11.8X6 BETA KATHREIN 80010121 54.5X10.3%5.9 NOTE` CCI OPA-65R—LCUU—H4 48X74.4%7.3 _ AN ANALYSIS FOR THE CAPACITY _ KATHREIN 80010764 55.2XI I.BX6 OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED GAMMA KATHREIN 80010121 54.5X10.3X5.9 EQUIPMENT SHALL BE DETERMINED CCI OPA-65R—LCUU—H4 48X14.4X7.3 - PRIOR TO CONSTRUCTION. KATHREIN 80010764 55.2X11.8X6 PROPOSED 2' STD. (2.38' O.D.) PIPE MAST (TYP. OF 2 PER SECTOR, TOTAL OF 6) (70 REPLACE EXISTING EXISTING AT&T ANTENNAS UMTS/GSM PIPE MAST) (TYP. OF 3 PER SECTOR, TOTAL OF 9) (TO REMAIN) PROPOSED PIPE TO PIPE CROSSOVER PLATE KR #SP219 EXISTING TOWER o LEG (TYP.) ¢ OF EXISTING AT&T ANTENNAS PROPOSED 3'%3'X1/4'Y WITH 1/2' U—BOLTS (VERIFY LENGTH IN FILED) E� LEV, NOTE: SEE REDS FOR RRH L FREQUENCY AND MODEL NUMBER PROPOSED RRH REFER TO THE FINAL REDS AND CHART FOR QUANTITY, MODEL AND DIMENSIONS PROPOSED E2 NOTES" REFER TO THE L W D FINAL RFDS AND 1. REFER TO RF CONFIG & PROPOSED RRH (TYP. OF 1 CHART FOR SECTOR SCHEMATICS FOR PER SECTOR, TOTAL . 3 RRUS — E2 20' 20.4' 9.5' QUANTITY, MODEL MODEL. TYPE & QUANTITY ) AND DIMENSIONS REQUIRED PER SECTOR NOTE: MOUNT PER MANUFACTURER'S SPECIFICATIONS. PROPOSED RRU MOUNTING DETAIL PROPOSED RRH DETAIL SCALE: N.T.S. SCALE: N.T.S. - OF M4SSgcy DEREK J. GJ, � CIVI N AT&T Hudson® SITE NUMBER: MA3057 a+p_} 2/02/15 15U0 FOR CONS RUC 0H sa d d'd Design Groupuc (�i�i/ SITE NAME: SALEM 2 loci 0 11/17/15 ISSUM POR RUM ® Ar O � DETAILS 0 CAIN ROAD A 10/25/15 ISSUED FDR REVIEW ON AT 0 STEL < (LTE-4C) 27 NORTHWESTERN DR. f ��(`'\��(`�r 10.N OSGOOD SiREEf SALEM, NH 03079 SALEM, MA 01970 550 COCH TUATE ROAD NO. DATE REVISIONS BY CXK P'0 SS/QNA� E\`t" B NUMBER DRAWING NUMBER REV BUILDING VOM SURE3U0 TEL: I978I 55]3553 ESSEX QQUNn' N.ANDOVER,MAOlW FAX:(M)3sa 6 FRAMINGHAM, MA 01701 Tc ON DMGNED W. AT DRA" BY: aM 3057.00 1 A-3 1 Antenna 1 Antenna 2 Antenna 4 UMTS DB GSM/LTE WCS/700 DE LTE 700 BC/PCS Broadband Broadband Broadband Broadband Broadband &o.Wbgnd smadband Broa06HM Low wgh Otto OEM Otto OEM 700/850 PGS/AWS LOW Nigh High Lova High 850 700 700)850 PCS/AWS .45/45 145/AS 4S/d5 "5/45 4TYJ4RX 4Tkf4F* 04S*e _ I NSIAS +45145 445/d5 145/45 RET RI I _.___., BET RET RET RET BET RET trzAu6K1 Gr naso ro1W 6 Na.0;* is111 aP m Iso Inrvw> v�¢ A9P � 1 14 21 4��� W�IIXVY,W PTutll Ibnnolan NE>'OM2I OCU ! , . 1101101111 nm _ . POD QC Pint UAInFnY ^' N & lM "arnnn UMTS LPR� �, QU52 BSB LYE Duid xaa .�. «� --RSS-- nuwxO3T " 7aAinsQ3t NOTES- NaV Ay,A "A aMU ��: �t ar., .s.:, a-i. "1p 1. CONTRACTOR TO CONFIRM ALL PARTS. 2. INSTALL ALL EQUIPMENT TO MANUFACTURER'S RECOMMENDATIONS. RF PLUMBING DIAGRAM NOTE, SCALE: N.T.S RF-1 REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA QFS,SgCy SETTINGS. o� DEREK J. GJ CIVIi }p} AT&T /��7/ SITE NUMBER: MA3057 a &t 1 12/02/15 MUED FOR CONSTRUCTION sG d d. Hudson /L7 r // O PLUMBING DIAGRAM Design Groupuc SITE NAME: SALEM 2 0 11/17/15 ISSUED FOR RENEW ® AT II A 10/26/15 ISSUED FOR RNEW ON AT D rri�STERF- (LTE-4C) 27 NORTHWESTERN DR. 0 CAIN ROAD �Ff- IWOOSGOOD4REET SALEM, MA 01970 550 COCHITUATE ROAD NO. DATE RNSIONS Fry CHK 'D SS/OPIAL t\°v B NUMBER DMWING NUMBER REV BUILDINGNRANDO E OROI urte cavo Tec(9781557l SALEM, NH 03079 ESSEX COUNTY FRAMINGHAM, MA 01701 scAiE: AS SHOWN DESIGNED BY: AT DRAWN V. ON 3057.00 RF-1 1 N.TNDO"ER,MAal6b FR%:I9I0 &165506 FROM ANTENNA STAINLESS STEEL HARDWARE GROUNDING CABLE TWO HOLE COPPER COMPRESSION TERMINAL WEATHERPROOFING GROUND BAR KIT (TYP.) JUMPER REQUIRED ONLY WHEN 1-1/4"0 AND LARGER (TMP> ST GROUND KR (TYP.)STANDARD nben4B LOCK WASHER, FLAT WASHER, TYP. TMP' 3/8"X7-1/4" HEX CONNECTOR ANTENNA CABLE BOLT WEATHERPROOFING TO CABLE TRAY (TYP.) NUT, TYP. KIT (TYP.) FROM ANTENNA FRAME SUPPORT GROUND BAR COAX GROUND KIT GROUNDING CABLE EXPOSED BARE COPPER TO .BE COMMSCOPE KIT NO. GB-0414—IT KEPT TO ABSOLUTE MINIMUM, NO OR EQUAL SECRON 'A—A' INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) NOTE: 1. "DOUBLING UP" OR 'STACKING " OF CONNECTION IS NOT PERMITTED. (/2 AWG BCW qq2 AWG BCW, BONDED 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. NOTE: YO GROUND WIRE ALONG 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. CABLE TRAY TO CIGBE/MIGB 1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. TYPICAL GROUND BAR GROUND WIRE TO GROUND CONNECTION DETAIL BAR CONNECTION DETAIL 3 N.T.S. N.T.S. ANTENNAPROPOSED/EXISTING SUPPORT PIPE ANTENNA TMA, A & SURGE ARRESTOR EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE COAX GROUND AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS \ ' II�KITS ORIGIN AND DESTINATION. UPPER CIGBE 'lllT SECTION "P" — SURGE PRODUCERS EXISTING #20 � CABLE ENTRY PORTS (HATCH PLATES) ((2) i HOMERUN II GENERATOR FRAMEWORK (IF AVAILABLE) (#2) POWER/FIBER TELCO GROUND BAR LOWER CIGBE JUNCTION BOX COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND ((j2) GROUND CABLE TRAY - (AS APPLICABLE) (AS APPLICABLE) +24V POWER SUPPLY RETURN BAR (#2) —48V PO & ICE BRIDGE, EXISTING (2) M2 AWG RECTIFIERWER FRAMES SUPPLY RETURN BAR (N2) JUMPER ALL SPLICES BCW TO EXISTING COAX GROUND GROUND RING KITS SECTION "A" — SURGE ABSORBERS INTERIOR GROUND RING ((/2) EXISTING $2G EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) ((J2) METALLIC COLD WATER PIPE (IF AVAILABLE) (//2) ,I (ROOFTOP ONLY) GPS ANTENNA BUILDING STEEL (IF AVAILABLE) (#2) _ PIPE GROUNDING UMTS/GSM COAX i GROUND KITS —., - 1/2" GPS COAX GROUND ICES BRIDGE POSTS '—""—'"—'"----'" '.y"�MIGBE GROUNDING KIT • (/2 GROUND TO EXISTING METER AND ° ° ° DISCONNECT — HALO OR MIGBE ° ° ° ° B a a a 0 O a no Q D M EXISTING GROUND EQUIPMENT CABINET ®a D p0 OD O O p p RING OR UTILITY n—&OR RACK, RBS 6601, p oGROUND SURGE SUPPRESSOR 1�#2 AWG SOLID TINNED COPPER (TYP) TO EXISTING a GROUND BAR - DETAIL SERVICE GROUND _ N.T.S. p� �F M9SS9 2 GROUNDING RISER DIAGRAM N.T.S. o�� DEREK J. yGs � CI VI n AT&T SITE NUMBER: MA3057 1 12/02/15 ISSUED FOR CONMUMON w Hudson at&t D6 i GroMPu� SITE NAME: SALEM 2 0 11/17/15 ISSUED FOR RENEW ® AT ¢ GROUNDING DETAILS my A 10/26/15 !MUM FOR RENEW ON AT D (/F. <(i�STl' (LTE-4G) 27 NORTHWESTERN DR. O GAIN ROAD f' SALEM, NH 03079 $$0 COCHITUATE ROAD NO. DATE REVISIONS 6Y CHK P'0 S DNA` �,�"\ B NUMBER DMNNE NUMBER REV IU�CSGEDINGDDOM s SALEM, MA 01970 S/ L\Vv N.ANDG20NORIO.w 3090 LEL 19781557�M&55E6 ESSEX COUNTY FRAMINGHAM, MA 01701 SC11E: AS SNOWN DESIDNm 6Y: AT DRAWN BY: ON 30$7.00 G-1 1 N.ANDOVER,MAO1B15 FA%:I9IBI llb5596