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Building Permit #563-16 - 70 ELM STREET 11/5/2015
SE/twNED //-12/1 tiORTH 3 nld� SGRn//r/c'� r0`t�Ito 6g7'O 1 /Ani BUILDING PERMIT • f o� TOWN OF NORTH ANDOVER ° APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: �cHu IMPORTANT:Applicant must complete all items on this page LOCATION -7J F(-r"k ST Pdnt PROPERTY OWNER cr(,)bzcK of Print MAP NO: `'I _�- PARCEL: ZONING DISTRICT: R LA Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑One family ❑Addition ❑Two or more family ❑ Industrial [4<teration No. of units: ❑Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑Other ❑Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer M!TRoPc5 7?5 PrJ-7r~^v,/4 CDf 3 l—f✓ vC31 iT�T£ti/�A$ L ouy E•c 5 Identification Please Type or Print Clearly) f OWNER: Name: Phone: - zlyyS Address: CONTRACTOR Name: Phone: Al A,-> 1-11n1 e LrrY�•� Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEERPhone:`O/ - 3s--1-2yo3 Address:5 (cam Reg. No. FEE SCHEDULE.•BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. r Total Project Cost: $ /4 c,=,o FEE: $ r Check No.: Receipt No.: L NOTE: Persons contracting with unregistered contractors do not have access the n nd 1 Signature of Agent/Owner k-� ///7- Signature of con"v 33`f 2 11 4: NORTH BUILDING PERMIT °��tLEo bq't'o TOWN OF NORTH ANDOVER 3= ye`'. . oL 0 s A A APPLICATION FOR PLAN EXAMINATION * ; ry Permit No#: Date Received gSsgAr cHus���� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition El Two or more family El Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer _ - - DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: _ Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: i ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: o,$! } guaranJ NOTE: Persons contracting with unregistered contractors do not have access to the t�-_ — -- T�� Si nature of contractor Signature of Agent/Owner 9- --- c Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On � �tS� Signature_ COMMENTS nc0 � nq� JV ' ZJ©TpC6,k t% P 4LCL, ,�- aC- �.ter�,,5 a.�� CnA-'%- CiLL5 i{ z�U t&w T roptt, brn �61J '4r' tO kiye" 1AMel'cor ft?Or�. 1V'4C 'fv G�GtJ��, �r f Od+�t 1r, bw*,AQrtw CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Sic nature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIR# r,)EPARTMENT - Temp Dumpster on site yes no LocauWdi,at 124 Main Street Fire r'--artment signature/date r" COMMENTS Location 79- t/ /? - No. Date • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ r.sa Building/Frame Permit Fee $,0-7, Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# Building Inspector 500 North Broadway ADVANCED East Providence, 2 a ® Phone:401-354-2403 ENGINEERING GROUP, P.C. Fax:401-633-6354 April 21, 2016 Gerald Brown, Inspector of Buildings Town of North Andover, Building Department 1600 Osgood Street North Andover, MA 01845 RE Engineer's Final Affidavit 72 Elm Street North Andover, MA 01845 T-Mobile Site#: 4BZ0023A Dear Mr. Brown: In accordance with Section 107 of the Massachusetts State Building Code, this office has reviewed the completed T-Mobile equipment installation at the above-referenced location. The purpose of the review was to establish compliance of the completed project with the approved design plans entitled "TRINITARIAN CHURCH", Site No: "4BZ0023A", Rev.2: Dated 02/12/16, by Advanced Engineering Group, PC, and applicable provisions of the Massachusetts State Building Code/International Building Code. With respect to T-Mobile's equipment installation, it is my opinion that any minor deviations from the design plans do not endanger the intended function of the facility or the safety of the public. This letter is not intended to relieve any party responsible for construction from meeting the requirements imposed by contract or other means, including commonly accepted industry practices. Based on our review, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that to the best of my knowledge, information and belief that, except for the deviations listed above, the work has been done in accordance with the approved plans and the provisions of the Massachusetts State Building Code/International Building Code. Very truly yours ig OF 114 G a MARC R. '4 CHRETIEN Marc R. Chretien, P.E. CIVIL Advanced Engineering Group, P.C. No.40313 sstoaAL 4BZ0023A-CCA Q 500 North Broadway East Providence, 5 -2914 I. IADVANCED Phone:401-354-2403 ENGINEERING GROUP, P.C. Fax:401-633-6354 April 21, 2016 Gerald Brown, Inspector of Buildings Town of North Andover, Building Department 1600 Osgood Street North Andover, MA 01845 RE Engineer's Final Affidavit 72 Elm Street North Andover, MA 01845 T-Mobile Site#: 4BZ0023A Dear Mr. Brown: In accordance with Section 107 of the Massachusetts State Building Code, this office has reviewed the completed T-Mobile equipment installation at the above-referenced location. The purpose of the review was to establish compliance of the completed project with the approved design plans entitled "TRINITARIAN CHURCH", Site No: "4BZ0023A", Rev.2: Dated 02/12/16, by Advanced Engineering Group, PC, and applicable provisions of the Massachusetts State Building Code/International Building Code. With respect to T-Mobile's equipment installation, it is my opinion that any minor deviations from the design plans do not endanger the intended function of the facility or the safety of the public. This letter is not intended to relieve any party responsible for construction from meeting the requirements imposed by contract or other means, including commonly accepted industry practices. Based on our review, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that the best of my knowledge, information and belief that, except for the deviations listed above, the work has bee done in accordance with the approved plans and the provisions of the Massachusetts State Building Code/IntE 9tional Building Code. Very truly yours N Qf 114��'� O a MARC R. CHRETIEN Marc R. Chretien, P.E. CIVIL Advanced Engineering Group, P.C. No.40313 ,opo -ISTEaE� hQ SPP Al EaO� 4BZ0023A-CCA USA W- ADVANCED flTr C ENGINEERING GROUP, P.C. 2 _WrW.2M5-.PM 41 500 North Broadway East Providence, RI 02914 Gerald Brown, Inspector of Buildings Town of North Andover, Building Department 1600 Osgood Street North Andover, MA 01845 s� ; -Gs-5--I"C_�:'"J,4 JJjpill Jill jiJill it111111111ialillllj,)III Jill) jfIIllpipI)Jill NORTH Town of . EAndover 0 Wh ver, Mass, COC MIctsewiCM AERATED Pk S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ......... ...... r1- �„ ,,,,,,,, , ,,,,,,,,,,,,,,,,, ,, BUILDING INSPECTOR ,� .,,L.�.. ........... �,.......... .l.......... has permission to erect .......................... buildings on ......d T:.....IE11!✓.`.....5.17............................. Foundation Rough to be occupied as ......... ....... ..................... .... f. ..................................................... Chimney provided that the person ac�.p.tin tis permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR . UNLESS CONSTRUCTION ST R S Rough Service ...................... ...... ... ... ..... .. ... .. ................... Final IL 'N& NG GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. 500 North Broadway ^A- ADVANCED East Providence, RI 02914 ENGINEERING GROUP,P.C. Phone:401-354-2403 Structural Design Calculations MARC R, ; CHRETIE*N P CIVIL h 0.40313 Site No.: 4BZ0023A—Trinitarian Church Client: J-Lee Associates Date: October 16, 2015 Client: J-Lee Associates Advanced Engineering Group Sheet: 1 Subject: Structural Analysis 500 North Broadway Date: 10/16/2015 Site No.: 4BZ0023A East Providence, RI 02914 Calculated by:SO 72 Elm Street Ph: 401-354-2403 Checked by: MRC North Andover, MA 01845 Synopsis: The proposed T-Mobile equipment installation consists of a total of six (6) antennas: three (3) existing antennas, one (1) per sector, and three (3) proposed antennas, one (1) per sector. The antennas are to be installed in the existing belfry using steel angles lag bolted to the existing wood columns and joists. The proposed antennas will be installed at an approximate elevation of 80'. Material Properties: Structural steel yield stress (shapes), Fys:= 36.ksi Modulus of elasticity of steel, ES:= 29-106.psi Structural steel yield stress (pipe), Fyp:= 35.ksi Steel unit weight, Is:= 490•pcf Loads: Equipment Loads: Proposed Commscope LNX-6513DS-VTM Antennas: Height, Icom:= 54.9in Width, wcom:= 11.9in Depth, dcom:= 7.1in Weight, Wcom:= 261b Quantity, ncom:= 1 2" dia. SCH.40 Pipe: Weight, WZp := 3.4plf Length, Izp := 5.5ft Steel L3x3x1/4: Weight, WL3:= 4.9plf Length, IL3:= 3.33ft Steel L4x4x1/4: Weight, WL4:= 6.6plf Length, IL4:= 1.33ft Weight of mounts & hardware, Wmisc 50.lb Client: J-Lee Associates Advanced Engineering Group Sheet: 2 Subject: Structural Analysis 500 North Broadway Date: 10/16/2015 Site No.: 4BZ0023A East Providence, RI 02914 Calculated by: SO 72 Elm Street Ph: 401-354-2403 Checked by: MRC North Andover, MA 01845 (E)-C'?V;:,",H i.`EIFR+N'ioD Ci;4'"s,IMP:-^-• :)3/E"I LAC 8OLM TMP. (Pj L3x3xt/4',(T1P, (P)3/B"U BOLTS.TMP. LENGTH 4't '� IE)CCQN:� i7,Trp (P)3J8'r MBOLTS,.TYP ! - 4"EMBFtiMEh'T `lf ._.._ ..._.:-... _-.�."_ P)2'0.SCH.40 RPE MAST,TIP. W-6,LENGTH ._. f (P)L3x3xlle, (Pj T-MOBILE PANEL Ah(ffhTi4S LENGTH 3'-4"3 MOI7NlF;'!INSIDE CHURCH SELM .,�`. BELOW(E)T-MOBILE ANTENNAS TO .(P)MGUNT ASSEMBLY(1)PER SECTOR:(3)TOTAL �"'•t,..-^ �. x� OF(P)T-HOME ANTENNAS k } (P)L]x3e3 f4:, LENGTH 3'-4"t L4x4x1 f4".(IMP). LENGTH I'-*% . (P)2'0 SOH.40—_ -PERE MAST,IYP. --. 11 L .,.�, "`—(P)3/0 LAG aoiTs.Tw. 4•EMBEOVE dT (P)T-MOBILE PANEL.ANTENNAS i (P)L3x3x1/4",(IYP:)^"'"'� �,/' WVM INSME CHURCH BELF Y LENGTH 3'•-4`1 •�) BELOW(E)T-MOBILE ANTE KAS TO �{ (P)MOUNT ASSEMULY(1)PER l Sf4 :SECM.(3)TOTAL. H�iRt'�i iit'Lf3` CCS-I'N�6. �..—:Ci:ibklk4H SE[fPY Il C GG.LMI..Trig. MLFRY.FLAM? Figure 1: Proposed Antenna Installation Analysis: Steel Angle Support Bending Check(L4x4x1/4): Gravity Load on L4 Angle, Pg:= Wcom + WL3'I0 + W2p•12P + Wmisc = 111.02 Ib Load on Single L4 Angle, Pg-L4:= Pg = 27.75 lb 4 Applied Load, Ma L4:= 0.043kip•ft (See Attached EnerCalc Output) Allowable Load, Mallow L4 2.22kip•ft (See Attached EnerCalc Output) MountBendCheck:= "OK" if Ma-L4 < Mallow L4 "NG" otherwise Mountl3endCheck `OK" Client: J-Lee Associates Advanced Engineering Group Sheet: 3 Subject: Structural Analysis 500 North Broadway Date: 10/16/2015 Site No.: 4BZ0023A East Providence, RI 02914 Calculated by:SO 72 Elm Street Ph: 401-354-2403 Checked by: MRC North Andover, MA 01845 Lag Bolt Check (3/8 dia. Lag Bolts, 4in embedment): Distance from edge of steel to bolt, dib:= 2in Number of Bolts, nb:= 2 Tension on bolts, Tib:= Ma L4 = 258 Ib dib Tension on single bolt, Tb:= Tlb = 1291b nb Threaded Withdrawal Design Value, wW:= 226 Ib (Reference 3, Table 7.24) in Assumed Threaded Penetration for Withdrawal, IP:= 2.5in Nominal Withdrawal Design Value, WW:= WW'IP= 565 Ib W Withdrawal Safety Factor, WSf:= 4W = 141.251b LagCheck:= "OK" if Tb <W,f "NG" otherwise Lag:Check'= "OK" Conclusion: Based on the results of the analysis, the proposed T-Mobile installation is structurally sound, as designed and depicted on plans by this office entitled "4BZ0023A_A and E_CD_1-700_V2". The analysis was conducted in accordance with the Massachusetts State Building Code, 8th Edition, and ASCE 7-05. References: 1. American Society of Civil Engineers (2005), Minimum Design Loads for Buildings and Other Structures (7-05), American Society of Civil Engineers, New York, NY 2. Massachusetts State Building Code, 8th Edition. 3. Timber Construction Manual Fourth Edition (1994), American Institute of Timber Construction, Englewood, CO 500 North Broadway Project Title: Trinitarian Church East Providence,RI 02914 Engineer: SO,Check By:MRC Project ID: 4BZ0023A (401)354-2403 Project Descr: L700 ffADVANCED ENGINEERING GROUR, P.C. Printed:16 OCT 2015,9:57AM Steel.Beim File-P:t7-M�bite Projectsl4BZ(}023ATnn' rias 0hutch1700Mhz\AEG St�uctura114bz4023a�700_0c vt,ec6 ENERCfrLC;lNC.1983-2014,[3u td:6.14,1.26„UBr:6.14.126 I MRS Description: L4 Support Angle CODE REF'ER64CES Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set: ASCE 7-05 Maferial Properties” Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination ASCE 7-05 D(0.02775) Span=1.333 ft L4x4x1/4 Appliedloads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load(s)for Span Number 1 Point Load: D=0.02775 k @ 1.333 ft,(Antenna Load) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.019. 1 Maximum Shear Stress Ratio= 0.003 1 Section used for this span L4x4x1/4 Section used for this span L4x4x1/4 Ma :Applied 0.043 k-ft Va :Applied 0.03655 k Mn/Omega:Allowable 2.220 k-ft Vn/Omega:Allowable 12.934 k Load Combination D Only Load Combination D Only Location of maximum on span 0.000ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.000 in Ratio= 65950 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Overall Maximum Deflections-Unfa4tore.d Loads Load Combination Span Max ""Deft Location in Span Load Combination Max."+"Deft Location in Span D Only 1 0.0005 1.333 0.0000 0.000 Vertical Readjons-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.037 Overall MINimum 0.037 D Only 0.037 BEAM—>> •0.g11 Si -0,033. •DA44� _ 0.09 -.0.19 0.29:: '0,39 -6,49 0.51 - 0.69 - 0.79 - 0.99 0199 1.09 1.19. 1.29 Distance(Ft) 6V C." ■+D+L+H O-+D+t.+H 1+D+S+H: 'O.+D+D-7SDL•I SDL+H t:+D+D.7SDL+D.750S+H 'H+D+W+H - 1+D+0.70e+H 1+D+0,7SDL.+D.7sDL�+D.75DW+H ■+D+D.750L+0.7505+D.75D'4Y+.H.0+D+D.750L•+D:750L+0,$;SDE+M 1':+D+D.756L+0J"s+0.5XSpE+ ■+0.600+W+H 1+0-600+0,70E+H PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE NUMBER: 4BZ0023A SITE ADDRESS: 72 ELM STREET NORTH ANDOVER, MA 01845 SITE NAME: TRINITARIAN CHURCH LATITUDE: 42.69960 LONGITUDE: -71.12660 JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES 72 ELM STREET CURRENT USE: TELECOMMUNICATIONS FACILITY NORTH ANDOVER, MA 01845 PROPOSED USE: TELECOMMUNICATIONS FACILITY ESSEX C 0 U N TY DESIGN GUIDELINE: 704Au DRAWING INDEX REV LOCUS MAP GENERAL NOTES T-1 TITLE SHEET 1 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE NORTHEAST, LLC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN GN-1 GENERAL NOTES 1 CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND 1 ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. A-1 COMPOUND& EQUIPMENT PLAN "y A-2 ELEVATION &ANTENNA PLAN 2• THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS 1 ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND A-3 EQUIPMENT DETAILS 1 . �1 THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. S-1 MOUNTING DETAILS 1 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON G-1 GROUNDING, ONE-LINE DIAGRAM & DETAILS 1 THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T-MOBILE REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SIGNATURES CONSTRUCTION DATE OPERATIONS DATE RF ENGINEERING DATE LAND OWNER DATE CALL ,� OF Mos 4 4 ZONING / SITE ACQ. DATE _�'�� MARCcyG s CHRETIEN BEFORE YOU DIG CIVIL No.40313 CALL TOLL FREE 811 OR 888-DIG-SAFE UNDERGROUND SERVICE ALERT SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE ^A- ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 05/24/15 RVIOIM SMB SMB MRC TITLE SHEET ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR REVIEW AAB SMB MRO Civil Engineering-Site Development-Surveying-Telecommunica$ons NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 1140.1 WE REVISIONS Br CHK kWc DWW WMIER I REV 300 1A M BROA Al PI6(40t)354-2403 ESSEX COUNTY FAX: (508) 286-2893 FAST PROMENCE.RI 02914 FAX:(401)613-6354 SCALE:AS SHOWN DESIGNED BY:MRC DRAWN BY:AAB 4BZ0023A T-1 1 GENERAL NOTES ELECTRICAL AND GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 15. USE #6 COPPER SiRANDED WIRE WITH GREEN COLOR 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 14. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS 28. ALL (E)INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS AS THEY APPLY TO THIS PROJECT. WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE AND LOCAL CODES, SPECIFIED) AND 12 SOLID TINNED BARE COPPER WIRE FOR BELOW OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT GRADE GROUNDING AS INDICATED ON THE DRAWING. SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES 15. THE CONTRACTOR SHALL NOTIFY THE LESEE/LICENSEE POINTS WHICH WILL NOT INTi:RFERE WiTH THE EXECUTION OF THE WORK, 2, ALL ELECTRICAL ITEMS SFWl BE U.L APPROVED OR LISTED AND BEARING ON THE PERFORMANCE OF THE WORK. THE WORK REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. THE PROCURED PER SPECIFICATION REQUIREMENTS. 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT BY THE EQUIPMENT, DRIVEWAY OR 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WiTH REGULATIONS, AND ORDINANCES. UNTiL CONFLICT IS RESOLVED BY THE LESEE/LICENSEE BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO GALVANIZED STEEL. REPRRESENTATiVE 29. GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET SEEDED AND COVERED WiTH MULCH UNLESS OTHERWISE NOTED. THE 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND FORTH IN THE CONSTRUCTION TWD CONTRACT DOCUMENTS THE 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, CONTRACTOR SHAD_ ESTABLISH AND MAINTAIN SOIL EROSION AND 4. GENERAL CONTRACTOR SWILL PAY FEES FOR PERMITS, AND IS STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS PROPERTY LINES, ETC. ON THE JOB. SEDIMENTATION CONTROLS AT ALL TIMES RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN INSPECTIONS. ALWAYS MAKE AT LEAST 12' RADIUS BENDS. #6 WIRE CAN BE THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM 30. DURING CONSTRUCTION. PER FCC MANDATE, ENHANCED EMERGENCY BENT AT 6' RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS CONTRACTOR FROM COMPLETING THE PROJECT TWD IMPROVEMENTS SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE WITHIN 6 FEET OF PROJECT OWNER RIEQUIPMENT OR CABINET TO WEATHER SFWJ_ BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS MASTER GROUND BAR OR GROUNDING RING. FIELD PRIOR TO ANi' SiTE WORK. CALL THE FOLLOWING FOR ALL 31. FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS IN LIQUID TIGHT FLEXIBLE METAL OR NONMEiAWC CONDUITS. 18. CONNECTIONS TO GROUND BARS SHUT BE MADE WITH TWO OF NOTIFYING (IN WRITING) THE LESEE/LICENSEE REPRESENTATIVE OF EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, ME, NH, RI, VT): GENERALLY DEPICTED ON THIS PUN, ATTACHED TO OR MOUNTED IN HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION 1-888-344-7233 CALL BEFORE YOU DIG (Cl): 1-BW-922-4455 CLOSE PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. COMPOUND TO ALL LOCATIONS. OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE 18. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT TWD LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED 7. ELECTRICAL WIRING SHR BE COPPER WITH TYPE XHHW, THWN, OR 19. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL SPECIFICATIONS. THHN INSULATION. KiTS, AND ALNA TO EGB PLACED NEAR THE ANTENNA LOCATION. OTHERWISE. LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. 32. APPLICABLE BUILDING CODES: 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY 20. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL SUBCONTRACTOR'S WORK SHALL COMPLY WiTH ALL APPLICABLE DEMARCATION POINT AND PROJECT OWNER CELL SiTE PPC AS INDICATED TYPE GROUND CONNECTIONS. MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND 19. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE THE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE COORDINATE LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE INSTALLATION WITH UTILITY COMPANY. 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL DESCRIBED HEREIN. EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON ELECTRONIC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. ROD AND BONDING POINT BETWEEN EXISTING TOWER/ (E) 5. THE CONTRACTOR SFWJ_VISIT THE JOB SITE PRIOR TO THE DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF 20. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE BUILDING CODE: BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH WiTH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN NORTH. PRIOR TO THE START OF CONSTRUCTION, ORDERING OR PULL ROPE AND GREENLEE CONDUIT MEASURING TAPE IN EACH INSTALLED 22. CONTRACTOR SHR TEST COMPLETED GROUND SYSTEM AND BE CONSTRUCTED IN ACCORDANCE WiTH THE CONTRACT DOCUMENTS. FABRICATING OF ANTENNA MOUNTS, CONTRACTOR SHAD_ CONSULT MASSACHUSETTS STATE BUILDING CODE 8TH EDITION TELCO CONDUIT. RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 WITH PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL ELECTRICAL CODE: MASSACHUSETTS 527 CMR 12:00 (NEC 2014) OHMS MAXIMUM RESISTANCE REQUIRED. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. LIGHTING CODE: MASSACHUSETTS 527 CMR 12:00 (NEC 2014) 10. WHERE CONDUIT BETWEEN Bis AND PROJECi OWNER CELL SITE PPC WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT AND BETWEEN BTS AND PROJECT OWNER CELL SITE TELCO SOME 23.00NTRACTOR SHALL CONDUCT ANTENNA, COAX, AND LNA CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS / CONTRACT 21. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE SUBCONTRACTOR'S WORK SHALL COMPLY WiTH THE LATEST EDITION OF CABINET ARE UNDERGROUND USE PVC, SCHEDULE 40 CONDUIT. ABOVE RETURN-LOSS AND DISTANCE- TO-FAULT MEASUREMENTS (SWEEP DOCUMENTS. RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH THE FOLLOWING STANDARDS: THE GROUND PORTION OF THESE CONDUITS SHUT BE PVC CONDUIT. TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 7. THE CONTRACTOR SHAT INSTALL ALL EQUIPMENT AND MATERIALS MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE CONCRETEAMERICAN 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. ACCORDING TO THE MANUFACTURER'S /VENDOR'S SPECIFICATIONS STATE, COUNTY OR LOCAL GOVERNMENT AUTHDRiTY. REQUIREMENTSFOSTR CTUU RAL CONCRETE;INSTITUTE (AC318; BUILDING CODE UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES 22, ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS 12. PPC SUPPLIED BY PROJECT OWNER. TAKE PRECEDENCE. EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) TRANSMISSION LINES AND SUPPORT STRUCTURES. 13. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, 8. THE CONTRACTOR SHAD_ PROVIDE A FULL SET OF CONSTRUCTION MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; GROUNDING, BONDING AND LIGHTNING PROTECTION SHALL BE DONE IN DOCUMENTS AT THE SITE UPDATED WiTH THE LATEST REVISIONS AND 23. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT ACCORDANCE WITH 'T-MOBILE BTS SITE GROUNDING STANDARDS'. OFS`"9 ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL SHAD_ BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TTA) 222-G, PERSONNEL INVOLVED WITH THE PROJECT. IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT STRUCTURAL STANDARDS FOR STEEL 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING ? MARC cyJ, MANUFACTURERS COAX CABLE GROUNDING KiTS SUPPLIED BY PROJECT 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECi OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS OWNER. � R. j DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY (SEE EXHIBIT 3). ALL OTHER HARDWARE TO BE PROVIDED BY THE ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER o CHRETIEN -� RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. CIVIL ti SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS24. WHEN 'PAINT TO MATCH' IS SPECIFIED FOR ANTENNA FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND No.40313 OF THE WORK UNDER THE CONTRACT. CONCEALMENT, PAINT PRODUCT FOR ANTENNA RADOME SHALL BE STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SHERWIN WILLIAMS COROTHANE 11. SURFACE PREPARATION AND OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S. REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC IMPROVEMENTS AS SHOWN HEREIN. REQUIREMENT SHALL GOVERN. h 25. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CABLE o,\/ 11. THE CONTRACTOR SHAD_ BE RESPONSIBLE FOR OBTAINING ALL AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL RESPONSIBILITY OF THE CONTRACTOR. GOVERNMENT AUTHORITY. 26. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY ABBREVIATIONS 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO COMPANY REQUIREMENTS AND SPECIFICATIONS. PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE 27. ALL (E)ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 13. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING BTS BASE TRANSCEIVER STATION (P) PROPOSED/NEW TBR TO BE REMOVED REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CREW. CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED ANY NATURE. AND REPLACED EG EQUIPMENT GROUND REF REFERENCE EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL (F) FUTURE SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, suITE e , x,24,,, REVAsroNs SMB Sw1 Mac GENERAL NOTES ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR rsEneW MIS So MRc Civil F s-StaneveiopmmA-a-eros-Tel----- NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO, DATE MUM ar eHK kcrD JOB NUMaeR MANG NUMBERREv 500 NORM BROADWAY Ift (401)I 24°' ESSEX COUNTY FAX: (508) 286-2893 Sc�E A,S �,�N o�rm Br:MRc oRAwN ar;,,,,1 4BZOD23A GN-1 t FAST PROVDf710E.RI 02014 FAX(401)/35-0.154 O (E) T-MOBILE EQUIPMENT ROOM r I 1 INSIDE LIBRARY ON FIRST FLOOR I SECTOR A AZ - 30' (E) CHURCH STEEPLE r---------- SECTOR C AZ (P) T-MOBILE (2) 1-5/8• COAXIAL CABLES TO FOLLOW PATH OF (E) COAXIAL CABLES —————— —J (P) T-MOBILE PANEL ANTENNAS MOUNTED j INSIDE CHURCH BELFRY BELOW (E) T-MOBILE ANTENNAS (1) PER SECTOR, (3) TOTAL L(E) ROOF I (E) PBC 6500 (TO BE REMOVED) I SECTOR B AZ - 210' (P) PBC 6200 TO _—� REPLACE (E) PBC 6500 i (E) RBS 2206 CABINET (TO REMAIN) (E) CHURCH (E) PPC (E) RBS 6201 CABINET E (TO REMAIN) (E) RACK (E) RBS 3206 CABINET PANEL i i(E) BREAKER (TO BE ACTIVATED FOR UMTS AWS W/ RU22) TRUE NORTH ROOF PLAN (E) MCPA BOOSTERS N I\ OF AAS (TO BE REMOVED) LEGEND A-1 scALE:t•=to'-o• MARC yJ1 0 10' 20' (E) CABLE PORTS (ABOVE) \ ABOVE DOOR AC UNIT R. � (F) = FUTURE o CHRETIEN -4 (P) REMOTE RADIO HEAD MOUNTED ON (E) T-MOBILE EQUIPMENT � CIVIL `/) (E) = EXISTING EQUIPMENT ROOM WALL ON (P) UNISTRUT, ROOM INSIDE LIBRARY ON No.40313 TYP OF (1) PER SECTOR, (3) TOTAL FIRST FLOOR (P) = PROPOSED (P) UNIsrRUT, TYP OF (2) TRUE NORM �oNAL � ' (AGL) = ABOVE GROUND LEVE 2 EQUIPMENT PLAN (P) (2) � mRT A-1 '= ' N.T.S. = NOT TO SCALE TO SCALE:15-0• PROPOSED OBJECTS (BLACK) 0 5' 10' SITE NUMBER: 4BZ0023A T—MOBILE NORTHEAST LLC T-MOBILE C= GADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B , 08/24/,5 ,: 5Ma SMB MRC COMPOUND & EQUIPMENT PLAN ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 Foe R�nEW AAB SMB MRC Civil Engmeermg-Site Development-Smveying-Telecommunications NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 No. DATE REASMS BY CHK WPT DRAWM MAW REV �0 imm wOripM y F%(401)'64-2'03 ESSEX COUNTY FAX: (508) 286-2893 WAM-AS SHOWN DE tcNED BY:MRC DRAWN er:nes 48ZO023A A-1 1 EAST pROVOENM Po 02914 FAX(401)633-6354 EXISTING ANTENNA SCHEDULE OF I(/�S cy ,SECTOR MAKE momj SIZE (INCHES) �}q- OF (E) STEEPLE A:MARC G SECTOR RFS APX16DWV-16DWVS 13.3X3.15X55.9 7 ELEV. = 150't aG.L R. �i SECTOR B: RFS APX16DWV-16DWVS 13.3X3.15X55.9 o CHRETIEN -4 v CIVIL N SECTOR C: RFS APX16DWV-16DWVS 13.3X3.15X55.9 off: No.40313 SECTOR D: RFS APXI6DYW-16DYYV5 13.3X3.15X55.9 (PPANTENNAS TO BE MOUNTED BEHIND (E) RFP L c/OVAL PROPOSED ANTENNA SCHEDULE SECTOR MAKE MQDOJ SIZE (INCHES) SECTOR A- RFS APX16DWV-16DWVS 13.3X3.15X55.9 COMMSCOPE LNX-6513DS-VTM 11.9X7.1 X54.9 SECTOR B: RFS APX16DWV-16DWVS 13.3X3.15X55.9 COMMSCOPE LNX-6513DS-VTM 11.90.1X54.9 SECTOR C: RFS APX16DWV-16DWVS 13.3X3.15X55.9 COMMSCOPE LNX-6513DS-VTM 11.9X7.,X54.9 SECTOR A AZ = 30' rL OF (E) T-MOBILE ANTENNAS 11 ELEV. = SECTOR A = AZ. 30 1OH A.G.L (P) T-MOBILE PANEL ANTENNAS H MOUNTED INSIDE CHURCH BELFRY BELOW (E) T-MOBILE ANTENNAS (E) T-MOBILE PANEL ANTENNAS, (1) (E) CHURCH STEEPLE, TYP. iv (1) PER SECTOR, (3) TOTAL PER SECTOR, (4) TOTAL (TO REMAIN) (E) CABLE CHASE � OF (P) T-MOBILE ANTENNAS ELEV. = 8o't ac.L. - -— MO NTMOBILE PANEL ANTENNAS MOUTED INSIDE CHURCH STEEPLE (1) PER SECTOR, (3) TOTAL SECTOR C = AZ. 300 �- SECTOR C AZ = 300 CO IAMOBILE (2) FOLLOW COAXIAL CABLES TO FOLLOW PATH OF (E) COAXIAL CABLES (OPEN AND REFINISH CHASE AS REQUIRED) (E) CHURCH BELL SECTOR D = AZ. 120' 2'-6't (E) LADDER (E) ACCESS HATCH EnSr*4 urn" POLE/542/vz2 (E) T-MOBILE PANEL ANTENNAS, (1) PER SECTOR, (E) HORN (4) TOTAL (TO REMAIN) (E) CHURCH STEEPLE SECTOR B = AZ. 210' TRUE NORTH EXISTING ANTENNA PLAN SECTOR B AZ = 210' (E) T-MOBILE EQUIPMENT A-2 SCALE:l`--5'-O' ELEV = 102'±A.G.L TRITE NORTH 8 8 AREA IN (E) LIBRARY o 5' 3 PROPOSED ANTENNA PLAN A-2 SCALE:i'=5'-0' ELEV = 80'±A.G.L I GRADE = 0' A.G.L. 0 5' 10' ELEVATION A-2 SCALE:l --20'-O' 0 20' 40' 71 SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B , x,/24/„ SMB SMB MRC ELEVATION & ANTENNA PLAN ENGINEERING GRdup, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR RMEW AAB SMB MRC OvilEn&wing-Site Develop=ent-Surveying-Telmmmunimions NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE ReASKM BY CHK doe DRWW Numm I REv soo NORM BROADWAY FA(401)354-2403 FROJDDICE,Po 02114 FAILESSEX COUNTY FAX: (508) 286-2893 SCALE.,tiS SHOWN DMGNW Br:MRC DRAWN BY:AAB 48ZO023A A-2 1 FAST •(40(401)633-6JS4 EMCSSON RRUS-11 -DIMENSIONS (H x W x D): 19.7' x 17.0' x 7.2- (INCLUDES SUNSHIELD) -WEIGHT: 50 LBS -CLIMATE -4O'C TO +55'C (SELF CONVECTION SILENT, No FANS, IP55) -POWER CONSUMPTION: 200 WATTS (TYP.) EQUIPMENT SCHEDULE CURRENT EQUIPMENT QUANTITY 1DESCRIPTION e ��• 4 RFS APX16DWV-16DWVS PANEL ANTENNAS o, ooeee 8 AWS DD B2 AMPLIFIERS (GSM TMAs) ooeee 4 AWS DD B4 AMPLIFIERS (UMTS TMAs) 16 1-5/8' DLAL COAX CABLES 1 ERICSSON RBS 2206 GSM EQUIPMENT CABINET e oeoo 1 ERICSSON RBS 3206 UMTS EQUIPMENT CABINET �?z-=` ooe 0 0 1 ERICSSON RBS 6201 GSM/UMTS/LTE EQUIPMENT CABINET 1 ERICSSON RBS PBC 6500 POWER CABINET 1/2' DIA. COAXIAL CABLES EQUIPMENT TO BE ADDED 3 COMMSCOPE LNX-6513DS-VTM PANEL ANTENNAS CD 03 ERICSSON RRUS11 B12 REMOTE RADIO UNITS 1 ERICSSON RBS PBC 6200 POWER CABINET 2 1-5/8' DIA. COAXIAL CABLES 0 UNISTRUT 6 STYLE 4 TMA's (TYP) EQUIPMENT TO BE REMOVED 1 6 (E) DO B2 AMPLIFIERS (GSM TWO RRUS-11 1 PBC 6500 CABINET FINAL EQUIPMENT CONFIGURATION 2 NEL ANTENNAS RRH DETAIL 3 RFS M`'SCOP wx 65,3DWVSS-VTM PANEL ANTENNAS 3 ERICSSON RRUS11 B12 REMOTE RADIO UNITS A-3 SCALE:N.T.S. 4 AWS DO B4 AMPLIFIERS (UMTS TMAs) 18 1-5/8- DA. COAX CABLES 2 1/2- DA. COAX CABLES 1 ERICSSON RBS 2206 GSM EQUIPMENT CABINET 1 ERICSSDN RBS 3206 UMTS EQUIPMENT CABINET 1 ERICSSON RBS 6201 GSM/UMTS/LTE EQUIPMENT CABINET 01 1 ERICSSDN RBS PBC 6200 POWER CABINET EXISTING EQUIPMENT SPACE REQUIREMENTS WILL NOT CHANGE TO (2) 1-5/8' (P) C LE ES PO RF CONFIGURATION -704AU TO BE PLACED IN (P) CABLE PORT. SCOPE OF WORK 1. INSTALL PROPOSED ANTENNAS (1 PER SECTOR, 3 TOTAL). LNX-6513DS-VTM ,O,O,O O• INTERIOR 2. INSTALL PROPOSED REMOTE RADIO HEADS (RRHs) (1 PER SECTOR, 3 TOTAL). A O O OO3. RIP AND REPLACE B2 TMXs WITH STYLE 4 TMA's MANUFACTURER: E) WALL OF EQUIPMENT 4. CUT BACK (4) OF THE (E) (16) 1-5/8- COAX CABLES AT (P) ANDREW-COMMSCOPE SHELTER DIMENSIONS: (HxWxD) REQ-HOIST GNA RP IF IONNEEDED, RECONNECT,ON GROUND AN SWEA SECTORS EP 54.9-xl1.9'x7.1' .O•�OHO (P) COAX CABLE WEIGHT: 28.7 LBS. ENTRY PORT 5. RUN (2) 1-5/8' COAX CABLE FROM ROOM TO (P) ANTENNA LOCATION THROUGH (P) ENTRY PORI ° A (P) COAXIAL CABLES (16) (E) COAX CABLE EXTERIOR 7,1• ENTRY PORTS ELEVATION SECTION A-A .�� OF MqS ANTENNA DETAILR., MARC o CHRETIEN �+ A-3 SCALE:1- = 1'-0' 3 CABLE ENTRY DETAILS CIVIL "' 0 1 A-3' 2' SCALE:N.T.S. N 0.40313 io►vAl Eli SITE NUMBER: 4BZ0023A T—MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REVISMS SMB SMB MR1: EQUIPMENT DETAILS ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR RE1aEW AAB sM6 MRC Civil En&eermg-Site Developmenl-Smveying-Telecommunications NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE REVISIONS BY CHKkWC ,IOB wmm DRWM MiMBER RLV NO NOM sRaAOrur M(401)'x4'2'°' ESSEX COUNTY FAX: (508) 286-2893 SCAEE:A9 SHOWN oESKx1m Br:MRc DRAWN BY:AAB 4BZ0023A A-3 1 1 FAST PRpNvDM N ON14 FAX (401)t133—t13S4 J (E) CHURCH BELFRY WOOD COLUMN, TYP. P) 3/8.0 LAG BOLTS, TYP. 4- EMBEDMENT E) EQUIPMENT ROOM WALL (P) 000/4-, (TV. (P) 3/8* U— BOLTS' TYP. YP) P1000 UNISTRUT CHANNEL OR APPROVED EQUAL, TYP. OF 2 LENGTH 4't (E) CEILING JOIST, TYP. (P) 3/8.0 LAG BOLTS, TYP. N 4- EMBEDMENT (P) REMOTE RADIO HEAD MOUNTED ON —\A EQUIPMENT ROOM WALL ON (P) UNISTRUT, TYP P) 2.0 SCH. 40 PIPE MAST, TYP. OF (1) PER SECTOR, (3) TOTAL 5'-6- LENGTH (MOUNT PER MANUFACTURER'S SPECIFICATIONS) (P) L3x3x1/4-. (TYP. (P) T—MOBILE PANEL ANTENNAS P) 3/8'0 LAG SCREWS, TYP. LENGTH 3'-4-f MOUNTED INSIDE CHURCH BELFRY BELOW (E) T—MOBILE ANTENNAS TO (P) MOUNT ASSEMBLY (1) PER ci 10 SECTOR, (3) TOTAL E) EQUIPMENT ROOM WALL (E) LOUVER, TYP. (P) REMOTE RADIO HEAD MOUNTED ON Z EQUIPMENT ROOM WNL. ON (P) UNISTRUT, TYP OF (1) PER SECTOR, (3) TOTAL H (i OF (P) T—MOBILE_ANTENNAS (MOUNT PER MANUFACTURER'S SPECIFICATIONS) IN ELEV. = 80'f A.G.L. (P) L3x3x1/4 (TYP. * D LENGTH 3'-4't P) L4x4x1/4', (TYP.) LENGTH 1'-4't (P) 2.0 SCH. PIPE MAST, TYP. P) 3/8'0 LAG BOLTS, TYP. P) P1000 UNISTRUT CHANNEL OR APPROVED EQUAL 4- EMBEDMENT P) 3/8.0 LAG SCREWS. TYP. (P) T—MOBILE PANEL ANTENNAS (P) L300/4 (TYP. MOUNTED INSIDE CHURCH BELFRY LENGTH 3'-4-t BELOW (E) T—MOBILE ANTENNAS TO (P) MOUNT ASSEMBLY (1) PER iv SECTOR, (3) TOTAL (E� CHURCH BELFRY W OD COLUMN, TYP. 1h CHURCH BELFRY EQUIPMENT ROOM FLOOR ww OD COLUMN, TYP. BELFRY FLOOR OF Am ANTENNA MOUNT DETAILS ? MARC ��� 2 RRH MOUNT DETAILS ' R. S-1 SCALE:1-=2'-0- CHRETIEN S-1 SCALE:1'=2'-0- C.> N CIVIL 0 2' 4' 0 2' a' No.40313 rowu. � SITE NUMBER: 4BZ0023A T—MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REVISIONS SMB SNB IARC MOUNTING DETAILS 1 ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR REVIEW ewe SMB MRC CivilEngineering-SiteDevelopmmt-Smve)*-Telecommunications NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 No. DATE REVISIONS BY CHK kWC JOB NUMBER D&ww NUABER REV 300 NORTH ORDADWAY PIt(401)354-2403 ESSEX COUNTY FAX: (508) 286-2893 scuE:AS SI1oWI1 DESIGNED Br:,,mac ow,wN BY.AAS 4BZ0023A S—, 1 EAST PROMENCE M 02074 FAX:(401)635-0354 STAINLESS GROUND TO ANTENNA STEEL LUG ANTENNA (TYP.) HARDWARE TWO HOLE COPPER ANTENNA SUPPORT COMPRESSION TERMINAL PIPE (TYP.) GROUNDING CABLE BE GROUND BAR CNOTE(7Kp�pE) 1 GPS CAB SEE . GROUNDING KR RRH (TYP.) GROUND BAR /6 AWG (PROVIDED WITH 12 AWG BCW GROUNDING KR TYP) CABLE ENTRY LOCK WASHER, FLAT WASHER, TYP. LUG (TYP)G G c PORT 3/8-x1-1/4- HEX CABLE ENTRY BOLT COAX CABLE PORT �LL FOR ALL) BELFRY c NUT. TYP. GROUND BARTENNA STANDARD ( GROUND KR(TYP.) BOTTOM CABLE GROUNDING GROUND BAR SEE NOTE 1. HVAC CABLE TRAY KR (TYP OF 18) EXPOSED BARE COPPER TO BE GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO #6 AWG LUG G INSULATION ALLOWED WITHIN THE (2) #2 AWG BCqGRADE COMPRESSION TERMINAL (TYPICAL) G G NOTES: XX_ TO BTS VIA TRAY OR BRIDGE G G G G c 1. "DOUBLING UP' OR 'STACKING ' OF CONNECTION IS NOT PERMITTED. MGB 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. BBU CW 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION NGW� UND EXHAUST UNR COAX FAN AU HEATER PORT 2 TYP. GROUND BAR CONNECTION DETAIL NOM' POWER TELCO 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF PANEL PANEL BTS BTS G-1 SCALE:N.T.S. TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION DOOR FRAME/ DOOR UNIT UNIT UNIT AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. GROUNDING JUMPER 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. ANTENNA CABLE GROUNDING TO EXIST. ANTENNA G-1 SCALE:N.T.S. GROUND CONNECTION NOTE: ALL NEED TO BE ED BY TY P. GROUNDING RISER DIAGRAM TO ELECTRIC DEMARC ELECTRIC METER LICENSEDKELECTRICIAN ADHERINGMO THE G-1 SCALE:N.T.S. WEATHERPROOFING MANUAL TRANSFER SWITCH NEC AND LOCAL CODE REQUIREMENTS. KR (TYP.) STANDARD EXISTING 200A PPC GROUND KR (TYP.) 20OA-2P CONNECTOR ANTENNA CABLE TO OM I 5OA-1P PROPOSED EXISTING RBS WEATHERPROOFING KR CABLE TRAY (TYP.) = 2206 GSM PBC CABINET EQUIPMENT (TYP-) (4)�X25�A-2P POWER CABINET CABINET FROM ANNA COAX GROUND 30A-1P SUPPORT KITACKIT NO. AC GB-0414—R OR EQUAL 3OA-1P EXISTING RBS BOOSTER #1 3206 UMTS REPLACE (E) (3) x 3OA-1P BREAKERS EQUIPMENT 12 AWG BCWAWG BONDED W/(P) (4) x 25A-2P BREAKERS (GC TO 3OA-1P CABINET 9 GROUND WIRE ALONG VERIFY PROPER CONDUCTORS AND CONDUIT) I — BOOSTER #2 OFS CABLE TRAY TO CIGBE/MIGB (4) x 20A-1 P �tv "9C+y NOTE: LIGHTS/SMOKE ALARM EXISTING = MARC LRBS 6201 R. 1.DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS GSM/UMTS/LTE o CHRETIEN —+ DIRECT GROUND WIRE DOWN TO CIGBE. EQUIPMENT CIVIL ti CABINET No.40313 SERVICE GROUND �o \���� 4 GROUND WIRE TO GROUND BAR CONNECTION DETAIL PER NEC G-1 SCALE:N.T.S. ONE LINE POWER DIAGRAM SCALE:N.T.S. SITE NUMBER: 4BZ0023A T—MOBILE NORTHEAST LLC T—MOBILE ^A- ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REVISIONS SMB SMB MRC GROUNDING, ONE—LINE DIAGRAM & NOTES ENGINEERING GRC3UP, P.C. 72 ELM STREET NORTON, MA 02766 o 07/20/15 FOR rsEMErr aye SMS Mac Civil Engineering•Site Development-Surveying-Telecommunications NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE REVISIONS BY CHK kW JOB NI116Qt DRAMNG ruMeFR REV : NORTH BROADWAY PIt(40+)ss+-24oa ESSEX COUNTY FAX: (508) 286-2893 SLE SAN DESIGNED BY:Mrtc oaAMI 81;� 4BZ0023A G-1 t :Z PROVDDM Po 02914 FAX-(401)6S�0.7S4 PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE NUMBER: 4 BZ0 0 2 3A SITE ADDRESS: 72 ELM STREET NORTH ANDOVER, MA 01845 SITE NAME : TRINITARIAN CHURCH LATITUDE: 42.69960 LONGITUDE: -71.12660 �7 JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES / 2 ELM STREET CURRENT USE: TELECOMMUNICATIONS FACILITY NORTH ANDOVER, MA 01845 PROPOSED USE: TELECOMMUNICATIONS FACILITY ESSEX C 0 U N TY DESIGN GUIDELINE: 704Au DRAWING INDEX REV LOCUS MAP GENERAL NOTES T-1 TITLE SHEET 1 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE NORTHEAST, LLC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN GN-1 GENERAL NOTES 1 CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR _ THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND A-1 COMPOUND& EQUIPMENT PLAN 1 ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. A-2 ELEVATION &ANTENNA PLAN t-- 2• THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND A-3 EQUIPMENT DETAILS 1 ' , µ' ■ t� THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. S-1 MOUNTING DETAILS 1 " ' 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON G-1 GROUNDING, ONE-LINE DIAGRAM & DETAILS 1 THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T-MOBILE REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SIGNATURES CONSTRUCTION DATE OPERATIONS DATE RF ENGINEERING DATE LAND OWNER DATE q CALL 4 ZONING / SITE ACQ. DATE �� OFS �y MARCRBEFORE YOU DIG o CHRETIEN -� CIVIL � No.isr�°���`�40313 CALL TOLL FREE 811 OR 888-DIG-SAFEKom '� N roNaL � UNDERGROUND SERVICE ALERT SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE N— ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REV610NS SMB 5119 MRC ME SHEET ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR RLMEW AAB SMB MRC Civil Engineering-Site Developmrnl-Surveying-Telew=udcafions NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DTE REVISIONS BY CHK Nwc JDB NI11®ER DRAWM NJMM I REV soo NDR1H BRo"ow'"r °1t(401") 24°' ESSEX COUNTY FAX: (508) 286-2893 FAST PROVIDENCE.Po 02014 FA%:(401)63J—WS4 SC+1LE:AS SHOWN DESIGNED BY. DRAWN 9Y:MB 4BZ0023A T-1 GENERAL NOTES ELECTRICAL AND GROUNDING NOTES 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 14. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS 28. ALL (E)INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, 1. ALL TI NAL EL WORK SHALL CONFORM TO THE REQUIREMENTS AT INS USE /6 COPPER E GRADED WIRE DING GREEN COLOR ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS AS THEY APPLY TO THIS PROJECT. WHICH INTERFERE WiTH THE EXECUTION OF THE WORK, SWILL BE THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE AND LOCAL CODES. SPECIFIED) AND 02 SOLID TINNED BARE COPPER WIRE FOR BELOW OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT GRADE GROUNDING AS INDICATED ON THE DRAWING. SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES 15. THE CONTRACTOR SHALL NOTIFY THE LESEE/LICENSEE POINTS WHICH WILL NOT INTERFERE WiTH THE EXECUTION OF THE WORK, 2, ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR USTED AND BEARING ON THE PERFORMANCE OF THE WORK. THE WORK REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. THE PROCURED PER SPECIFICATION REQUIREMENTS. 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SWILL CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT BY THE EQUIPMENT, DRIVEWAY OR 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH REGULATIONS, AND ORDINANCES. UNTIL CONFLICT IS RESOLVED BY THE LESEE/UCENSEE EIY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO GALVANIZED STEEL. REPRESENTATIVE 29. GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 2. THE ARCHTTECT/ENGINEER HAVE MADE EVERT' EFFORT TO SET SEEDED AND COVERED WiTH MULCH UNLESS OTHERWISE NOTE). THE 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATE). COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS PROPERTY LINES, ETC. ON THE JOB. SEDIMENTATION CONTROLS AT ALL TIMES RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE NEVERTHEJ SS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN INSPECTIONS. ALWAYS MAKE AT LEAST 12' RADIUS BENDS. /6 WIRE GW BE THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM 30. DURING CONSTRUCTION. PER FCC MANDATE, ENHANCED EMERGENCY BENT AT 6' RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE WEATHER SHALL BE IN WATER TIGHT GALVANIZE) RIGID STEEL CONDUITS MASTER GROUND BAR OR GROUNDING RING. FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL 31. FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. 18. CONNECTIONS TO GROUND BARS SHALL BE MADE WiTH TWO OF NOTIFYING (IN WRITING) THE LESEE/UCENSEE REPRESENTATIVE OF EXCAVATION ACTIVITY. DIG SAFE SYSTEM (MA, ME, NH, RI, Vo: GENERALLY DEPICTED ON THIS PLAN, ATTACHE) TO OR MOUNTED IN HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING ANi' CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION 1-888-344-7233 GALL BEFORE YOU DIG (CT): 1-800-922-4455 CLOSE PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. COMPOUND TO ALL LOCATIONS. OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE RESERVES THE RIGHT TO MAKE REASONABLE MODIFlCATKHNS TO E911 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE 18THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED 7. ELECTRICAL WIRING SHALL BE COPPER WiTH TYPE XHHW, THWN, OR 19. BOND ANTENNA MOUNTING BRACKETS, COAXIAL_ CABLE GROUND COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL SPECIFICATIONS. T HHN INSULATION. KiTS, AND ALNA TO EGB PLACED NEAR THE ANTENNA LOCATION. OTHERWISE. LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. 32. APPLICABLE BUILDING CODES: B. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY 20. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL SUBCONTRACTOR'S WORK SHALL COMPLY WiTH ALL APPLICABLE DEMARCATION POINT AND PROJECT OWNER CELL SiTE PPC AS INDICATE) TYPE GROUND CONNECTIONS. MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATi]RIALS AND 19. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE. THE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE COORDINATE LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE INSTALLATION WiTH UTILITY COMPANY. 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL DESCRIBE) HEREIN. EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON ELECTRONIC MARKER SYSTEM (EMS) BADS OVER EACH GROUND DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY ROD AND BONDING POINT BETWEEN EXISTING TOWER/ (E) 5. THE CONTRACTOR SHALL VISIT THE JOB SiTE PRIOR TO THE DEMARCATION POINT AND PROJECT OWNER CEL SiTE TELCO CABINET AND MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF 20. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE BUILDING CODE: BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH WiTH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN NORTH. PRIOR TO THE START OF CONSTRUCTION, ORDERING OR PULL ROPE AND GREENLEE CONDUIT MEASURING TAPE IN EACH INSTALLED 22. CONTRACTOR SHALL TEST COMPLETE) GROUND SYSTEM AND BE CONSTRUCTED IN ACCORDANCE WiTH THE CONTRACT DOCUMENTS. FABRICATING OF ANTENNA MOUNTS, CONTRACTOR SHALL CONSULT MASSACHUSETTS STATE BUILDING CODE 8TH EDITION TECO CONDUIT. RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL ELECTRICAL CODE: MASSACHUSETTS 527 CMR 12:00 (NEC 2014) 10. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC OHMS MAXIMUM RESISTANCE REQUIRED. WiTH CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. UGHiTNG CODE MASSACHUSETTS 527 CMR 12:00 (NEC 2014) AND BETWEEN BTS AND PROJECT OWNER CELL SITE TELCO SERVICE CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS CONTRACT CABINET ARE UNDERGROUND USE PVC, SCHEDULE 40 CONDUIT. ABOVE 23.CONTRACTOR SHALL CONDUCT ANTENNA COAX, AND USIA DOCUMENTS. / 21. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. RETURN-LOSS AND DISTANCE- TO-FAULT MEASUREMENTS (SWEEP RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH THE FOLLOWING STANDARDS: TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 7. THE CONTRACTOR SHALL INSTALL.ALL EQUIPMENT AND MATERIALS MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. ACCORDING TO THE MANUFACTURER'S /VENDOR'S SPECIFICATIONS STATE COUNTY OR LOCAL GOVERNMENT AUTHORITY. AMERICAN REQUIREMENTSFORSTRUCTURAL RALINSTITUTE (COBUILDING CODE CONCRETE: UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES 22, ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS 12. PPC SUPPLIED BY PROJECT OWNER. TAKE PRECEDENCE. EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) TRANSMISSION LINES AND SUPPORT STRUCTURES13. GROUNDING SHALL COMPLY WiTH NEC ARi. 250. ADDITIONALLY, . B. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; GROUNDING, BONDING AND LIGHTNING PROTECTION SHALL BE DONE IN DOCUMENTS AT THE SITE UPDATE) WiTH THE LATEST REVISIONS AND 23. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT ACCORDANCE WiTH 'T-MOBILE BTS SiTE GROUNDING STANDARDS'. (� OFS ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE EiY ALL SHALL BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TTA) 222-G, �� C ul PERSONNEL INVOLVED WITH THE PROJECT. IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT STRUCTURAL STANDARDS FOR STEEL 14. GROUND COAXIAL_ CABLE SHIERS MINIMUM AT BOTH ENDS USING OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS �� MARC y� MANUFACTURERS COAX CABLE GROUNDING KiTS SUPPLIED BY PROJECT 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT OWNER. � R. DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY (SEE EXHIBIT 3). ALL OTHER HARDWARE TO BE PROVIDED BY THE ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER o CHRETIEN -� RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL.. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. v CIVIL ti SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS24 WHEN "PAINT TO MATCH' IS SPECIFIED FOR ANTENNA FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND No.40313 OF THE WORK UNDER THE CONTRACT. CONCEALMENT, PAINT PRODUCT FOR ANTENNA RADOME SHALL BE STANDARDS REGARDING MATERIA., METHODS OF CONSTRUCTION, OR 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SHOWN WILLIAMS COROT HANE 11. SURFACE PREPARATION AND OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND APPUCATION SHALL BE IN ACCORDANCE WiTH THE MANUFACTURER'S GOVERN. WHERE THERE IS CONFUCT BETWEEN A GENERAL /0 Q� MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL SPECIFICATIONS AND PROJECT OWNER'S GUIDEJNE'S. REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC IMPROVEMENTS AS SHOWN HEREIN. REQUIREMENT SHALL GOVERN. 25. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CABLE OI\/ 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK ELECTRICAL AND TELECOMMUNICATION SERVICE SWILL BE THE SOLE BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL RESPONSIBILITY OF THE CONTRACTOR. GOVERNMENT AUTHORITY. 26. ALL UTILITY WORK SHALL BE IN ACCORDANCE WiTH LOCAL UTILITY ABBREVIATIONS 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO COMPANY REQUIREMENTS AND SPECIFICATIONS. PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE 27. ALL (E)ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED UTILITIES WHERE ENCOUNTERED IN THE WORK, SWUJ_ BE PROTECTED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 13. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING BTS BASE TRANSCEIVER STATION (P) PROPOSED/NEW TBR TO BE REMOVED REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CREW. CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED AND REPLACED ANY NATURE. EG EQUIPMENT GROUND REF REFERENCE EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL (F) FUTURE SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE e 1 06/24/15 REWSIM SMB SMB MRC GENERAL NOTES ENGINEERING GRdUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR REVIEW AAB SMB MRF CiAEngmeeaing-Site Development-Surveying-Telecommummfiom NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE REVSKM BY CHK AWD ,Moe Nu16F11 DRAwuG NWBER REV Soo NORM ORGAMY P%(401)'s`-2'°' ESSEX COUNTY FAX: (508) 286-2893 FAST PROVODM N 01014 FAX-(401)633-0.754 WAM AS SNOWN DESIGNED BY.MRC DRAWN BY:AAB 4BZ0023A GN-1 1 D (E) T—MOBILE EQUIPMENT ROOM r 1 INSIDE LIBRARY ON FIRST FLOOR II II SECTOR A AZ = 37 (E) CHURCH STEEPLE ----------� SECTOR C AZ = 300 Ent (P) T—MOBILE (2) 1-5/8• COAXIAL CABLES TO FOLLOW PATH OF (E) COAXIAL CABLES 0 —————— —� (P) T—MOBILE PANEL ANTENNAS MOUNTED INSIDE CHURCH BELFRY BELOW (E) T—MOBILE I i ANTENNAS (1) PER SECTOR, (3) TOTAL II (E) PBC 6500 L(E) ROOF I I 7 I (TO BE REMOVED) SECTOR B AZ = 210' ( (P) PBC 6200 TO REPLACE (E) PBC 6500 i (E) RBS 2206 CABINET (TO REMAIN) (E) CHURCH (E) PPC (E) RBS 6201 CABINET (E) RACK (TO REMAIN) (E) RBS 3206 CABINET BREAKER PANEL (TO BE ACTIVATED FOR UMTS AWS W/ RU22) TRUE NORTH -\N of (TOJ Mqs , ROOF PLAN (E) CBE REMOVED) LEGEND A-� SCALE:1•=10'-0- yJ1 AC UNIT 0 10, 20' (E) CABLE PORTS (ABOVE) \ \—(E) OVE DOOR MARCR. (F) = FUTURE o CHRETIEN —� (P) REMOTE RADIO HEAD MOUNTED ON (E) T—MOBILE EQUIPMENT �' ROOM INSIDE LIBRARY ON CIVIL `�' (E) = EXISTING EQUIPMENT ROOM WALL ON (P) UNISTRUT, No.40313 TYP OF (1) PER SECTOR, (3) TOTAL FIRST FLOOR (P) = PROPOSED (P) UNISTRUi, TYP OF (2) TRUE NORTH 3Siow+L �� (AGL) = ABOVE GROUND LEVE z EQUIPMENT PLAN N.T.S. = NOT TO SCALE N.T.S. (2) ENTRY PORTS NEXT SCALE: TO (E) ENTRY PORT A-1 0 5' 10' PROPOSED OBJECTS (BLACK) SITE NUMBER: 4BZ0023A T—MOBILE NORTHEAST LLC T—MOBILE C ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 SMR SMB MRC COMPOUND & EQUIPMENT PLAN NORTON MA 02766 ENGINEERING GRCSUP, P.C. 72 ELM STREET � o o�/Zo/Is rroR renew ass swe wac CivilEa&eming-SiteDevelopment-Sm c3bg-Telecomimicetious NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE rIDASID s BY CHK kWD ,roe NtAlm I DROING NIAIBERrev soo NORTH BROAD""" PH:(401)I 240= ESSEX COUNTY FAX: (508) 286-2893 EAST PRoaoeNM N DM4 Fix (401)633-63s4 SCALE AS SHOWN DESK M BY:WRC DRAWN ar:MB 4BZ0023A A—, 1 EXISTING ANTENNA SCHEDULE OF S cti SECTOR WKE MODEJ SIZE (INCHES) rE OF (E)_STEEPLE _ ___ MARC G SECTOR A: RFS APX16DWV-16DWVS 13.3X3.15X55.9 ELEY. = 150't A.G.L. R. SECTOR B: RFS APX16DWV-16DWVS 13.3X3.15X55.9 o CHRETIEN -+ C-) CIVIL N SECTOR C: RFS APX16DW V-16DWVS 13.3X3.15X55.9 ! No.40313 BE MOUNTED BEHIND (E) RFP(P) ANTENNAS TO SECTOR D: RFS APXI6DWV-16DWVS 13.3X3.15X55.9 LOUVERS SON& PROPOSED ANTENNA SCHEDULE SES Mels MODELS SIZE (INCHES) SECTOR A- RFS APX16DWV-16DWVS 13.3X3.15X55.9 COMMSCOPE LNX-6513DS-VTM 11.9X7.1X54.9 SECTOR B: RFS APX16DWV-16DWVS 13.3X3.15X55.9 COMMSCOPE LNX-6513DS-VTM 11.9X7.1X54.9 SECTOR C: RFS APX16DWV-16DWVS 13.3X3.15X55.9 COMMSCOPE LNX-6513DS-VTM 11.9X7.1 X54.9 SECTOR A AZ - 30' OF (E) T-MOBILE ANTENNAS ELEV. = 1 O A.G.L SECTOR A = AZ. 30 (P) T-MOBILE PANEL ANTENNAS MOUNTED INSIDE CHURCH BELFRY * BELOW (E) T-MOBILE ANTENNAS (E) T-MOBILE PANEL ANTENNAS, (1) (E) CHURCH STEEPLE, TYP. iv (1) PER SECTOR, (3) TOTAL PER SECTOR, (4) TOTAL (TO REMAIN) (E) CABLE CHASE L OF (P) T_-MOBILE_ANTENNAS ELEV. = 80'f A.G.L - -- (P) T-MOBILE PANEL ANTENNAS L / MOUNTED INSIDE CHURCH STEEPLE (1) PER SECTOR, (3) TOTAL SECTOR C = AZ. 300 SECTOR C AZ = 300 (P) T-MOBILE (2) 1-5/8-FOLLO n COAXIAL CABLES TO FOLLOWLl/h_`��t �] 29 PATH OF (E) COAXIAL CABLES ""Z/ (OPEN AND REFINISH CHASE AS REQUIRED) (E) CHURCH BELL SECTOR D = AZ. 120' 2'-6't (E) LADDER KOMI (E) ACCESS HATCH D STM unirtr P=/saI= (E) T-MOBILE PANEL ANTENNAS, (1) PER SECTOR, (E) HORN (4) TOTAL (TO REMAIN) (E) CHURCH STEEPLE SECTOR B = AZ. 210' I TRUE NORTH (IDM EXISTING ANTENNA PLAN SECTOR B AZ = 210' (E) T-MOBILE EQUIPMENT A-2 SCALE:1'=5'-0' ELEV = 102'±A.G.L TRUE NORTH 8 B AREA IN (E) LIBRARY 0 5• 10• 3 PROPOSED ANTENNA PLAN A-2 SCALE:1'-5'-0' ELEV = 80'±A.G.L GRADE = 0' A.G.L. 0 5' 10' ELEVATION A-2 SCALE:1'=20'-0" 0 20' 40' SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REVISIONS Sue SMB MRC ELEVATION & ANTENNA PLAN ENGINEERING GRdup, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR RMEW ewe SM8 MRC eiaEo g-Site Develop=t-Swve*g-Telaommwiw800s NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE REVISMS BY CHK JOB NUIIaER DRAWW Nu1DER REv 500 NORTH BROADWAY M(401)ss4-zoos ESSEX COUNTY FAX: (508) 286-2893 FAST PROVIDENCE.Po 02914 FAX(401)635-6354 SCALE:AS SHOWN DESIGNED 6Y:MRC DRAWN BY:AAB 4BZOD23A A-2 1 ERICSSON RRUS-11 -DIMENSIONS (H x W x D): 19.7- x 17.0' x 7.2- (INCLUDES SUNSHIELD) -WEIGHT: 50 LBS -CLIMATE: -40'C To +55'C (SELF CONVECTION SILENT. NO FANS, IP55) EQUIPMENT SCHEDULE -POWER CONSUMPTION: 200 WATTS (TYP.) CURRENT EQUIPMENT DESCRIPTION 4 RFS APX16DWV-16 PANEL ANTENNAS 1j. 8 AWS DD B2 AMPLIFIERS (GSM TMAI ease 4 AWS DD B4 AMPLIFIERS (UMTS TMPD e000e 16 1-5/8- DIA, COAX CABLES O 1 ERICSSON RBS 2206 GSM EQUIPMENT CABINET 1 ERICSSON RBS 3206 UMTS EQUIPMENT CABINET 1 ERICSSON RBS 6201 GSM/UMTS/LTE EQUIPMENT CABINET 0o sees O O 1 ERICSSON RBS PBC 6500 POWER CABINET :..�'• oe 2 1/2- DIA COAXIAL CABLES FouIPMENT TO BE ADDED 3 COMMSCOPE LNX-6513DS-VIM PANEL ANTENNAS -- ---_- 3 ERICSSON RRUS11 612 REMOTE RADIO UNITS 1 ERICSSON RBS PBC 6200 POWER CABINET 2 1-5/8- DIA COAXIAL CABLES -__-_ 6 STYLE 4 TMA's UNISTRUT 0 = (TYP) FFOUIPMFNT T_ DD 9m LIFIERS (GSM TM9s) 1 PBC 6500 CABINET RRUS-11 M'At FIQUIPMENT CONFIGURATION 4 RF5 APX16DWV-16DWVS PANEL ANTENNAS 2 RRH DETAIL 3 COMMSCOPE LNX-6513DS-VIM PANEL ANTENNAS B12 REMOTE RADIO q AWS DO B43 ERICSSONRAMPLIFIERS (UMTS TMAs) UNITS A-3 SCALE:N.T.S. 18 1-5/8- DIA COAX CABLES 2 1/2 DIA COAX CABLES 1 ERICSSON RBS 2206 GSM EQUIPMENT CABINET 1 ERICSSON RBS 3206 UMTS EQUIPMENT CABINET 1 ERICSSON RBS 6201 GSM/UMTS/LTE EQUIPMENT CABINET 1 ERICSSON RBS PBC 6200 POWER CABINET EXISnN R SPACE REQUIREMENTS WIL NOT CHANGE `01 - - (P) (2) 1-5/8- COAXIAL CABLES RF CONFIGURATION -704AU TO BE PLACED IN (P) CABLE PORT. ` crnPF OF WORK 1. INSTALL PROPOSED ANTENNAS (1 PER SECTOR, 3 TOTAL). 2. INSTALL PROPOSED REMOTE RADIO HEADS (RRHs) 0 PER O O •O• INTERIOR SECTOR, 3 TOTAL). LNX-6513DS-VTM 3. RIP AND REPLACE 62 TMA's WITH STYLE 4 TMA-s A •0 O O.O• {E) WALL OF EQUIPMENT 4. CUT BACK (4) OF THE (E) (16) 1-5/8- COAX CABLES AT (P) MANUFACTURER: SHELTER ANTENNA LOCATION (DECOMMISSION DELTA SECTORS CABLES). ANDREW MANUFACTURER: COPE •O O O O• (P) coAx � RE-HOIST GRIP IF NEEDED, RECONNECT, GROUND AND SWEEP DIMENSIONS: (HxWxD) •O O O.O ENTRY PORT 5. RUN (O THROUGH COAX CABLE FROM ROOM TO (P) ANTENNA 54.9'x11.9-x7.1' LOCATION THROUGH (P) ENTRY PORT WEIGHT: 28.7 LBS. (P) COAXIAL A CABLES 0 (16) (E) COAX CABLE EXTERIR OF U1 ENTRY PORTS ELEVATION SECTION A-A [y 7.1- 2� MARC �'A CHRE y CIVIL ANTENNA DETAIL 3 CABLE ENTRY DETAILS ,Npo,..4_00311p3 A-3 SCALE:1- - 1'-0' ^ $'�6'/S A-3 SCALE:N.T.S. 0 1, 2' NW AL SITE NUMBER: 4BZ0023A T—MOBILE NORTHEAST LLC SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B , 09/24/,5 RVISIONS SMB SMB MRC EQUIPMENT DETAILS ADVANCED NORTON, MA 02766 0 07/20/15 FOR RESEW ASB SMB MRC "& 72 ELM STREET SNS C"x roe Rum owlwr�Nu►e� OFFICE: (508) 286-2700 N0. DATE 4gZ00 A-3 1 ENGINEERING GROUP, P.C. NORTH ANDOVER, MA 01845 oESICNO OV.MRC DRAWN BY-AAB Civil Engmeerin6-Site Development-SmveyinB-Telwommunieations FAX: (508) 286-2893 sc�lE:DAs sr,oWN so0 Noam BRQ�DWAY Pit(401)E34-2405 ESSEX COUNTY EAST vRUrDENCE.Po—14 fAx:(401)63-6354 (E) CHURCH BELFRY WOOD COLUMN, TYP. P) 3/8'0 LAG BOLTS, TYP. 4' EMBEDMENT E) EQUIPMENT ROOM WALL (P) L3x3x1/4', (TYP. (P) 3/8' U- BOLTS' TYP. P) P1000 UNISTRUT CHANNEL OR APPROVED EQUAL, TYP. OF 2 LENGTH 4'f (E) CEILING JOIST, TYP. (P) 3/8'0 LAG BOLTS. TYP. A N 4' EMBEDMENT (P) REMOTE RADIO HEAD MOUNTED ON EQUIPMENT ROOM WALL ON (P) UNISTRUT. TYP P) 2'0 SCH. 40 PIPE MAST, TYP. OF (1) PER SECTOR, (3) TOTAL 5'-6' LENGTH (MOUNT PER MANUFACTURER'S SPECIFICATIONS) (P) L3x3x1/4', (TYP. (P) T-MOBILE PANEL ANTENNAS P) 3/8'0 LAG SCREWS, TYP. LENGTH 3'-4't MOUNTED INSIDE CHURCH BELFRY BELOW (E) T-MOBILE ANTENNAS TO (P) MOUNT ASSEMBLY (1) PER SECTOR, (3) TOTAL E) EQUIPMENT ROOM WALL (E) LOUVER, TYP. (P) REMOTE RADIO HEAD MOUNTED ON z EQUIPMENT ROOM WALL ON (P) UNISTRUT, TYP OF (1) PER SECTOR, (3) TOTAL H �_OF (P) T-MOBILE ANTENNAS (MOUNT PER MANUFACTURER'S SPECIFICATIONS) ELEV. = 80't A.G.L (P) L3x3xt/4', (TYP. * D LENGTH 3'-4't P) L4x4xt/4'. (TYP.) LENGTH t'-4't (P) 2'0 SCH. PIPE MASE. TYP. P) 3/8b LAG BOLTS, TYP. P) P1000 UNISTRUT CHANNEL OR APPROVED EQUAL 4" EMBEDMENTP) 3/8'0 LAG SCREWS, TYP. (P) T-MOBILE PANEL ANTENNAS (P) 1.300/4'. (TYP. MOUNTED INSIDE CHURCH BELFRY LENGTH 3'-4'f BELOW (E) T-MOBILE ANTENNAS TO (P) MOUNT ASSEMBLY (1) PER f it SECTOR, (3) TOTAL. I (E� CHURCH BELFRY W OD COLUMN, TYP. i� (E� CHURCH BELFRY EQUIPMENT ROOM FLOOR W OD COLUMN, TYP. BELFRY FLOOR of t ANTENNA MOUNT DETAILS MARC J, 2 RRH MOUNT DETAILS R. $-1 SCALE:1'=2'-0' o CHRETIEN -+ S-1 SCALE:1'=2'-0' v CIVIL `n 0 2' 4' 0 2' 4' NO.40313 SS/ONAL. F�' SITE NUMBER: 4BZOO23A T-MOBILE NORTHEAST LLC T—MOBILE ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REV,SNS SMa SMa MRC MOUNTING DETAILS ENGINEERING GRdUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/20/15 FOR REVIEW AM SMe MRC Civil Engineering-Site Development com g-Telemunications NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 NO. DATE REVISMS VY CHK kOWD im RU16E1t DRWM MMM REv J =NOM Y M(401)354-2403 ESSEX COUNTY FAX: (508) 286-2893 FAST PRMMXCE,N 02914 FAX:(401)633-63541SCALE AS SFIOYIN DESW7IED BY:MRC DRAMA BY:MB 4BZ0023A $—t 1 STAINLESS GROUND TO ANTENNA STEEL LUG ANTENNA (TYP.) HARDWARE TWO HOLE COPPER ANTENNA SUPPORT COMPRESSION TERMINAL PIPE (TYP.) GROUNDING GABLE ANTENNA GROUND BAR CGpBE GPS CAB SEE NOWT GROUNDING KR RRH (TYP.) GROUND BAR /6 AWG (PROVIDED WITH 12 AWG BCW GROUNDING KR TYP) CABLE ENTRY LOCK WASHER. FIAT WASHER. TYP. LUG �) C G c PORT 3/8'x1-1/4' HEX CABLE ENTRY BOLT COAX CABLE PORT MPICAL FOR ALL) STANDARD BELFRY _ _ G NUT, TYP. GROUND BAR ( GROUND KR (TYP.) BOITNA CABLE GROUNDING GROUND BAR SEE(NOTE 1 HVAC CABLE TRAY KR (TYP OF 18) BARE COPPER TO BE GROUNDING CABLE �p�� MINIMUM. O 16 AWG LUG c COMPRESSION TERM N/171 INSULATION ALLOWED AI(TYPIICCAL) (2) 12 AWG BCW GG NOTES: TO BTS VIA TRAY OR CEBRIDGE G c G G c 1. 'DOUBLING UP' OR 'STACKING ' OF CONNECTION IS NOT PERMITTED. GRADE MGB 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. BBU 3. CADINEID DOWNLEADS FROM UPPER EGB, LOWER EGB. AND MGB. /2 AWG BCW 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION kING GROUND EXHAUST UNIT COAX FAN HEATER PORT 2 TYP. GROUND BAR CONNECTION DETAIL NOTE POWER TELCO 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF PANEL PANEL BTS BTS BTS G-1 SCALE:N.T.S. TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION DOOR FRAME/ DOOR UNTf UNIT UNIT AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. GROUNDING JUMPER 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. FRO 3 ANTENNA CABLE GROUNDING TO EXIST. ANTENNA G-1 SCALE:N.T.S. GROUND CONNECTION NOTE: ED BY TY P. GROUNDING RISER DIAGRAM TO ELECTRIC DEMARC ELECTRIC METER LICENSED ELECTRICIAN ADHERINEED M BE NGTOTHE G-1 SCALE:N.T.S. WEATHERPROOFING MANUAL TRANSFER SWITCH NEC AND LOCAL CODE REQUIREMENTS. KR (TYP.) STX4DARD EXISTING 200A PPC GROUND KIT (TYP-) ZOOA-2P CONNECTOR ANTENNA GABLE TO OM 5OA—IP EXISTING RBS WEATHERPROOFING KR CABLE TRAY ) = I PROPOSED PBC 6200 2206 GSM (TYP.) (4) x 25A-2P POWER CABINET EQUIPMENT CABINET FROM ANTENNA COAX GROUND 3OA-1P SUPPORT FRAME KO COMMSCOPE KR NO. AC 0-0414—R OR EQUAL 3OA-1P EXISTING RBS BOOSTER #1 3206 UMTS REPLACE (E) (3) x 30A-1P BREAKERS EQUIPMENT 12 AWG BCW / W/(P) (4) x 25A-2P BREAKERS (GC TO 30A-1P CABINET TO AGROUND WIRES ALONG VERIFY PROPER CONDUCTORS AND CONDUIT) BOOSTER 2 OF A{qs cy �� CABLE TRAY TO CIGBE/MIG8 (4) x 20A-1P UGHTS/SMOKE ALARM EXISTING MARC RBS 6201 R. �^ 1.DO NOT INSTALL GABLE GROUND KR AT A BEND AND ALWAYS L GSM/UMTS/LTE o CHRETIEN �i DIRECT GROUND WIRE DOWN TO CIGBE. EQUIPMENT CIVIL CABINET No.40313 SERVICE GROUND 4 GROUND WIRE TO GROUND BAR CONNECTION DETAIL PER NEC SS/0N& t G-1 SCALE:N.T.S. ONE LINE POWER DIAGRAM SCALE:N.T.S. SITE NUMBER: 4BZ0023A T-MOBILE NORTHEAST LLC T-MOBILE ^A- ADVANCED SITE NAME: TRINITARIAN CHURCH 15 COMMERCE WAY, SUITE B 1 08/24/15 REYMONIS SMB SMB MRC GROUNDING, ONE—UNE DIAGRAM & NOTES ENGINEERING GROUP, P.C. 72 ELM STREET NORTON, MA 02766 0 07/2D/15 FOR MAEW ASB SMB MRC CivilEngmeering-SiteDevelopment-Surveying-Telecommunications NORTH ANDOVER, MA 01845 OFFICE: (508) 286-2700 ND. DATE REVISIONS BY CHK JOB NUMeFx DAVW NUMBER I REV Sw NORM BROADWkY "r N4D1�M2'°' ESSEX COUNTY FAX: (508) 286-2893 EASE PRDvDENCE.RI 02014 FAX-(4" 033—IO34 SCALE:AS SHOWN DESIGNED BY:MRC DRAWN BY:AAB 4BZ0023A G-1 i J 500 North Broadway Project Title: Trinitarian Church East Providence,RI 02914 Engineer: S0,Check By:MRC Project ID: 4BZ0023A (401)354-2403 Protect Desa: L700 ENGINEERING GROUP, P.C. Printed:16 OCT 2015,9:57AM Steel B@at11 File=PAT-MobileProjecW8ZQ023ATrinitarian Chutchl70tiMhztAEGStl Wra�4bt0023a_It00_sde_Aec6 FtJERGALG,INC.1983-2014,;Bui1d 6,14.1,26;Ver:6.14:1,26 Description: L4 Support Angle 0.028 o:oi8 c. 8EA11> 0S9 0.69 0,79,. .0.09 - 01" 1.0& - :1.19 .. 1.29 Distance(ft) - ■.D o-ly. A+D+L+H 0.6 t+H t1+D+S+H- :O+D+0.75DL-+6.75DL+H 17+D+0:7501..+0.7505+H P, .1+D+D.7DE+H +D+D-.7SD L�+D;7564+D.7S6'4f+H-■4D+q:75 g1.+0.7505+D.7SOW+N O+D+D:75DL+q:y54l+D-:525DE+M!•+V+0;750L+0.7505:+D's25DE+ ■+6.600+W+N -■+0.60D+D,70E+N- - - - B8A1�1--->x . 0.00012 ^s^, ;0,o0ozs .o:oo07 0.00049 . .. .0.10 .0.21 :031 -0.42 :'::0.53 0:53 -0J4 .0.85 .0,45.. - 1A 1.17 .. 1.27 1.33. Distance(ft) - R M AN ATTN: MetroPCS Decom Project 3617131"Ave.SE Bellevue.WA 88006 SENT VIA UPS OVERNIGHT DELIVERY July 23,2015 Trinitarian Congregational Church of North Andover 72 Elm Street North Andover;MA 01845 Attn:Bill Pickles RE: Termination of Roof-Top Communications Site Lease Agreement dated on or about March 20,2009,as the same may Have been amended from time to time'("Agreement") by and between Trinitarian Congregational Church of North Andover.and MetroPCS Massachusetts;LLC,a Delaware limited liability company("MetroPCS") Site Address:. 70 Elm Street,North Andover,MA 01845 Site ID: BOS0380 Lease ID: B©S0380 To Bill Pickles; This letter is.written notice that MetroPCS; or the applicable affiliate of MetroPCS, is terminating the above_referenced Agreement pursuant to Section 13 of the Agreement. The Agreement will therefore terminate at 11:59 pot on October 31;2015; MetroPCS requests the return of any security deposit or other funds previously paid to.you or any predecessor landlord. All refunds should be mailed to the address set:forth above..MetroPCS will and expects that each. patty will execute any further documentation reasonably requested to evidence the termination of the Agreement, including,but not limited to a release of any bonds or other form of security and release of memorandum of lease. MetroPCS highly values the relationship that was established with you. We would like the opportunity to contact you in the future should our network or business requirements change. Should you have any questions or need:additional information, please send an email to MetroPCSDecotn2@T-Mobile.corn referencing the Site ID and Lease 11):noted above in your email subject line,and:a representative of the decommission team will contact you. Sincerely, G' Justin Corey Real Estate Acquisition Specialist A ® r ATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 10/22/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh USA,Inc. NAME: Two Alliance Center PHONE t FAX No): 3560 Lenox Road,Suite 2400 E-MAIL Atlanta,GA 30326 ADDRESS: Attn:Atlanta.CertRequest@marsh.com/Fax:212-948-4321 INSURERS AFFORDING COVERAGE NAIC# 605106-MasTe-GAWXP-15-16 NETSO INSURER A:ACE American Insurance Company 22667 INSURED MasTec North America,Inc. INSURER B:Indemnity Ins Co Of North America 43575 MasTec Network Solutions LLC INSURER C:Commerce And Industry Ins Co 19410 806 Douglas Road,11th Floor INSURER D:ACE Fire Underwriters Co 20702 Coral Gables,FL 33134 INSURER E:Agri General Insurance Company 42757 INSURER F COVERAGES CERTIFICATE NUMBER: ATL-003927054-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LICY EXP LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DDY/YYYY MEFF MIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY XSL G27397359 09/15/2015 09/15/2016 EACH OCCURRENCE $ 1,750,000 CLAIMS-MADE IT]OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) ccurrence $ 250,000 X SIR:$250,000 MED EXP(Any one person) $ SELF INSURED PERSONAL&ADV INJURY $ 1,750,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 20,000,000 IqPOLICY 1:1 PROJECT LOC PRODUCTS-COMP/OP AGG $ 6,000,000 OTHER: $ A AUTOMOBILE LIABILITY ISA H08858950 09/15/2015 09/15/2016 (CEO accidentSMBINED INGLE LIMIT g 5,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIREDAUTOS X AUTOS Per accident $ $ C X UMBRELLA LIAB X OCCUR BE 020688007 09/15/2015 09/15/2016 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION WLR C48589571(AOS) 09/15/2015 09/15/2016 X STATUTE OERH AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A WLR 048589583(AZ,CA,MA) 09/15/2015 09/15/2016 2,000,000 OFFICER/MEMBER EXCLUDED? E.L.EACH ACCIDENT $ A (Mandatory in NH) WCU 048589613(FL,GA,NC,TX) 09/15/2015 09/15/2016 E.L.DISEASE-EA EMPLOYE $ 2,000,000 If yes,describe under SIR:$1.5M for FL,NC,TX/$1 M for GA 2,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Workers Compensation SCF C48589601(WI) 09/15/2015 09/15/2016 2,000,000 E Workers Compensation WLR 048589595(TN) 09/15/2015 09/15/2016 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:T-Mobile site builds J Lee Associates,Inc.is included as Additional Insured with respect to the General and Auto Liability policies where required by written contract or agreement. Waiver of Subrogation is applicable where required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION J Lee Associates,Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 420 Northboro Rd Central THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Marlborough,MA 01752 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee _MnuooU.�- _VL_ a et- @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts .Department of InduslrialAeeidents I Congress Street,Suite 100 Boston,MA 02114-2017 www massgovldia l orkers'Compensation Insurance AMdavit:Builders/ContraderstElectriciaos!Plumbers. TO BE FILED WITH THE PERMITTING AUTHORM. Applicant Information Please Print Ler-ibly Name(Business/Organizatiordlndividuat):MasTec North America,Inc.-MasTec Network Solutions,LLC Address:-806 S.Douglas Rd,11 th Floor City/State/Zip:Coral Gables,FL 33134 Phone#:315-432-8967 Are you as employer^,Check the appropriate box: Type of project(required): LEJ I am Remployer with 15,550 employees(full and/or P •tim).• 7. ❑New construction 2.❑1 am a sole proprietor or partrership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required) 9. ❑Demolition 3.❑I am a homeowner doing all work myself[No workers'comp.insurance required.) 10 0 Building addition 413 1 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation iraunu=or are sok 1 I.[]Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 5.Q I am a general contractor and I have hired the sub-contractus listed on the attached sten. 13.❑Roof repairs 'these subcontractors have employees and have workers'comp.insutarmt 14.210therTelecom upgrade 6.0 We aa corporation and its officers have exercised weir right of exemption per MGL c- 152, 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box til must also fill out the section below showing their workers'compensation policy information. I Honicowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers`compensation Insurance for my employees. Below Is the policy and job site infornurllon. Insurance Company Name:Indemnity Insurance Company of North America Policy#or Self-ins.Lie.M WLR C48589571 Expiration Date:9/15/2016 Job Site Address: City/StatelZip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town offielat City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Massachusetts Department of Public Safety Board of Building Regulations and Standards P License: CS-086321 Construction Supervisor i AMY D LAVIN - 3 CUNNINGHAM.DRIVE DERRY NH 03038 Expiration: Commissioner 07/30/2017