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Building Permit #145-15 - 691 JOHNSON STREET 8/11/2014
HORT1� �` BUILDING PERMIT ,ti �!::r• - ^•:• °oma TOWN OF NORTH ANDOVER x 1 / APPLICATION FOR PLAN EXAMINATIni - a Permit NO: Date Received �► CoA'ireo Date Issued: ® I t �SsACHus�c IMPORTANT:Applicant must complete all items on this page LOCATION JOAO MA 5:treet U (e q Print PROPERTY OWNER C?'1. ?Owers, �4-✓rc . Print MAP NO: PARCEL: 2q-0 ZONING DISTRICT: Historic District yes Sho Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: 0 Commercial ❑ Repair, replacement ❑Assessory Bldg GYOthers: /&"* ❑ Demolition ❑ Other n W",ftI s tC,('4' D., to ❑Septic ❑Well ❑Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer �nsr �l six C6) gwfcnowcS Wrt'tl mou'vi- q4wt -th e. (3) a,,,,,r tl -tvw tr r► daAfe) atua<<'A'eir C TMi-4J beG1,;1,�,[' gkhe/w [1 —WAf De sector) , c6ayC(u( qkt h4 1°i ea ale -PY)m 1;tri;1e. iii#- new -tom awemar. fee, Ow -fwr . Identification Please Type or Print Clearly) OWNER: Name: 7tu --Tnc• Phone: C-5-459 4"tO--S-78o Address: 3Y RoA Stree+ n4fttlh 94 02e3F CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER LLC Phone: q Address: ' �l 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: $ lZ. SoG FEE: $ • -S6'• '00 Check No.: WLICIE7 Receipt No.: 2 7 99,-' NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signatv'a- 6f Agent/Owner/;/i �f,,,►.� by 6-- , Signature of contractor See_ etm c at4 .,tuil + Cava ';G pliuw T-�i"'F86rG� JVo st LLG y 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 LANNING & DEVELOPMENT Reviewed On / Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS N HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes ti Planning Board Decision: Comments Conservation Decision: Comments I Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) g 1� CA C� I Ll�-j IPe LLM ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Pen-nit Revised 2014 J Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses Li Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) Li Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department g p, nt prior to Issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 T Location No. I-1 Date . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 90 494 Bug Inspector s Initial Construction Control Document W To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the 0,1,y gV0 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: T-Mobile Modernization 2014-4BS0345D Media One North Andover Date: January21st 2015 Property Address: 691 Johnson Street North Andover,MA 01845 Project: Check one or both as applicable 7"constructio0xisting Construction Project description: Project consists of installing(6)proposed antennas to an existing wireless telecommunications facility. I KRUPAKARAN KOLANDAIVELU MA Registration Number: 50019 Expiration date: 6/30/16 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection Electrical Other for the above named project and that to the best of my knowledge,information and blief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or , orrb electronic signature and seal: rA � Phone number: 267-460-0122 'f KKOLANDAIVELU@NBCLLC.COM Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Town of . ,�10RT ndover 0 0 No. I q soL 146h ver, Mass, coc"Ic"a WIC�t ,,1. Of# S fJ BOARD OF HEALTH Food/Kitchen PERMIT T LD V71 Septic System THIS CERTIFIES THAT ......... QIAA%.....� ....... ...i..�4..,...................... ..................... BUILDING INSPECTOR 4 has permission to erectg 19� Foundation .......................... buildings . .. . ... .... Rough to be occupied as ......... .......... ................. ................................................... Chimney ... ..... .................. . provided that the person accepting this permit shall in every respect conform to the terms of the application inaj 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. UMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION TARTS Rough Service .................... ... ........................ Final BUILDING INSPECTOR 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. Final Construction Control Document u To be submitted at completion of construction by a AI ' d Registered Design Professional for work per the 8th edition of the 47.y SJO Massachusetts State Building Code, 780 CMR, Section 107 Project Title: T-Mobile Modernization 2014-4BS0345D Media One North Andover Date: February 3,2015 Permit No. Property Address: 691 Johnson Street North Andover,MA 01845 Project: Check one or both as applicable: 9 New construction ❑ Existing Construction Project description: Project consists of installing(6)proposed antennas to an existing wireless telecommunications facility. I KRUPAKARAN KOLANDAIVELU MA Registration Number: 50019 Expiration date: 6/30/16 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical Other: Entire Project for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Ptd OF MASS Enter in the space to the right a"wet"or electronic signature and seal: oma' KRUPAKARAN g Z KOLAN09,4VELU � STRUU�i1RAL �' NO.50019 R pti �`v Phone number: 267460-0122 mail: KKOLANDAIVELU@NBCLLC.COM Building Official Use Only Building Official Name: Permit No.: Date: Version 06_11_2013 Initial Construction Control Document W To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: T-Mobile Modernization 2014-4BS0345D Media One North Andover Date: January21st 2015 Property Address: 691 Johnson Street North Andover,MA 01845 Project: Check one or both as applicable ew constructio0xisting Construction Project description: Project consists of installing(6)proposed antennas to an existing wireless telecommunications facility. I KRUPAKARAN KOLANDAIVELU MA Registration Number: 50019 Expiration date: 6/30/16 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural Structural ❑Mechanical Fire Protection Electrical Other for the above named project and that to the best of my knowledge,information and blief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or of electronic signature and seal: Phone number: 267-460-0122c KKOLANDAIVELU@NBCLLC.COM Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 NORT#1 Town of ndover No. h ver, Mass T O LANE1150- COC" BOARD 1' .Q I�PP`�.(5 S U BOARD OF HEALTH Food/Kitchen PERMIT T LD r T Septic System THIS CERTIFIES THAT .........�,r...... ,�k � �4 �C.t..................... ....................... BUILDING INSPECTOR T. .......... o........!�s,.. ........ has permission to erect buildings on . �l.�....Ja th. .. .... ................ Foundation .......................... ..... .... Rough to be occupied as !L.'sc ,�a ,��p� .................................... Chimney ................. ... ................... ................................................ provided that the person accepting this 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 TARTS Rough Service ............. .............................. ... �:�:.:.�G... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Reguired 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. 1 r� ^ • ❑ ❑ ❑ ❑ Nil LU .:. TOTALLY COMMITTED. z U-1 NRr•C ENGINEERING SERVICES,LLC. awlx5>El�aoaa n T-MOBILE NORTHEAST LLC SITE NUMBER: 4BS0345D T - ®Mobile° T-MOBILE NORTHEAST LLC U SITE NAME: BS345 / MEDIA ONE NORTH ANDOVER a 15 COMMERCE WA EB a NORTON,MA 027662766 OFFICE:(508)286-2700 T-MOBILE MODERNIZATION 2014 - DESIGN 2C ' FAX (508)286-2893 0 JOHNSON STREET Know whars'below. Call before you dig. 0 4BS0345D NORTH ANDOVER, MA 01845 I BS345/MEDIA ONE SITE INFORMATION VICINITY MAP DRAWING INDEX p NORTH ANDOVER z 0 JOHNSON STREET SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(6)PROPOSED •'1rr. `W NORTH ANDOVER, MA 01845 ANTENNAS TO AN EXISTING WIRELESS �� ¢. `�� '•"' `, ;cw,h T-1 TITLE SHEET N TELECOMMUNICATIONS FACWTY. q `.a ,T6 '.. '., C-1 COMPOUND PLAN&ELEVATION PROJECT DESIGN: T-MOBILE MODERNIZATION 2014-2C 1`. _ A-1 ANTENNA PLANS,SCHEDULE&MOUNTING SITE ID NUMBER: 4BS0345D r - .-&asx- REVISIONS : A-2 DETAILS 911 SITE ADDRESS: OJOHNSON STREET i.: �� yam. NORTH ANDOVER,MA 01845 .,...�ri"I \ E-1 ELECTRICAL 8 GROUNDING DETAILS o 0 LATITUDE(NAD 83): 42.662109° * ter 'S�fln. O J LONGITUDE(NAD 83): -71.099721° SITE '�y., Z ( w u•" JURISDICTION: TOWN OF NORTH ANDOVER COUNTY ESSEX COUNTY d�P "_ V) past T 'a ,*, WQ 2 06/06119 FINAL CO. OAK CURRENT USE: TELECOMMUNICATI ONS FACIUTY _ `\ ;.; ,j 1 08/01114 LP MOUNT MOOELCHANGE OAK PROPOSED USE: TELECOMMUNICATIONS FACIUTY �' �x?ga -4sa ' I,1, ^^<y - o .11213114 PaEUMiNARv CD. KMD STRUCTURE TYPE: MONOPOLEm =` . `�, �` ... �0`' ��, REV DATE DESCRIPTION BY STRUCTURE HEIGHT: 185.0'(AGLI "v • �. . 4f DO NOT SCALE DRAWINGS ` a 4 THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36".CONTRACTOR SHALL :E VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITEAND SHALL IMMEDIATELY NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY s, 4 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE Z { xi}1 �..�• „ +� R ` \ ni� RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE p zn }\� TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. v> v N LU tea' DIRECTIONS APPROVAL BLOCK p ` FROM 15 COMMERCE WAY,NORTON,MA 02766: : _. TAKE I-495 S TO EXIT 7A FOR MA24N.IN 18.1 MILES TAKE EXIT 21A FOR 93N TOWARDS BOSTON.IN 30.6 MILES TAKE EXIT 41 TOWARD ANDOVER/N ANDOVER.MERGE ONTO MA-125 N/BALLARDVALE ST.CONTINUE TO FOLLOW MA-125 N FOR 6.6 MILES.TAKE A �w PROJECT TEAM JOHNSON S SHARP SITE ACCESGHT S ROAD S LOCATED A PXMA-114 E/TURNPIKE ST.I0.4 MILES ON THE LEFT.ILES TURN LEFT ONTO MILL RD.IN 0.6 MILES TURN LEFT ONTO LU 0 w Of w ( O O_ n V) APPLICANT: T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B ¢ ¢¢ z KRUPAKARAN KOLANDAIVELU,P.E. ❑ ❑ ❑ w MA PROFESSIONAL ENGINEER LIC. NORTON,MA 02766 CODE COMPLIANCE OFFICE:(508)286-2700 PROPERTY OWNER DATE FAX:(508)286-2893 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE PROJECT MANAGEMENT FIRM: NETWORK BUILDING&CONSULTING,LLC. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ❑ ❑ ❑ 6095 MARSHALEE DRIVE,SUITE 300 ELKRI DGE,MD 21075 2009 INTERNATIONAL BUILDING CODE ANSI/TIA-222-G SITE ACQUISITION DATE LU (410)712-7092 (MASSACHUSETTS AMENDED 8TH EDITION) TIA 607 ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. 2014 NATIONAL ELECTRICAL CODE ❑ ❑ ❑ w TITLE SHEET 1777 SENTRY PARKWAY WEST INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 CONSTRUCTION MANAGER DATE _ DUBLIN HALL,SUITE 210 2009 NFPA 101,LIFE SAFETY CODE to BLUE BELL,PA 19422 IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION (267)460-0122 2009 IFC-REFERENCE 527 CMR ❑ ❑ ❑ • TELECORDIA GR-1275 ZONING DATE • AMERICAN CONCRETE INSTITUTE • ANSI/T 311 LU • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ❑ ❑ ❑ DO • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE z T=1 w V) w 2 GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODESym ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL"TO LOCATE ALLix - COMPANY DR OTHER PUBLIC AUTHORITIES, UTILITIES PRIOR TO EXCAVATING. LF TOP OF MONOPOLE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11.IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE OTHER CARR/ER ANTENNA �'_ _ z AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE - TOTALLY COMMITTED. COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT&THE OWNER'S REPRESENTATIVE. ELEV.=785.0't ACL Z 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN 12.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY LLL NBC ENGINEERING SERVICES,LLC. WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. IT SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR HNNnu ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13.PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS.TAX MAPS, OTHER CARR/ER ANTENNA FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ELEV.=775.O't AGE ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION.THE 14.THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. OTHER CARR/ER ANTENNA �'_ CONSTRUCTION OF THIS FACILITY. ELEV.=7650'+AGC 15. THE PROPOSED RUNOFF. FACILITY WILL CAUSE ONLY A "E STRUCTURES INCREASE IN © D © -Mobile. . .5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE. NO DRAINAGE STRUCTURES ARE TV� LL�� MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED. PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH F- THE MANUFACTURER'S RECOMMENDATIONS, 16, NO SIGNIFICANT NOISE, SMOKE, OUST, OR ODOR WILL RESULT FROM OTHER CARRIER ANTENNA �F Q T-MOBILE NORTHEAST LLC THIS FACILITY. ELEV.=755.0'_&ACL 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION a 15 COMMERCE WAY,SUITE B ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). Q NORTON,MA 02766 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR OFFICE:(508)286-2700 ENGINEERING PRIOR TO INSTALLATION. SANITARY SERVICE. FAX:(508)286-2893 B. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. ANSI/EIA/TIA 222-G REQUIREMENTS. PROPOSED HANDRAIL KIT (SITE \ / PRO 1 PART # HRK14) EXIST/NG PROPOSED (LOF T-MOBILE_ANTENN,S o 4BS0345D CCESS GATE A / V ELEV.=130.0'± AGL F PROPOSED T-MOBILE ANTENNAS � BS345/MEDIA ONE MOUNTED TO PROPOSED LOW O NORTH ANDOVER I PROFILE PLATFORM (TYP OF 2 LL I PER SECTOR) z 0 JOHNSON STREET � NORTH ANDOVER, MA 01845 PROPOSED LOW PROFILE EXISTING GUY I PLATFORM (SITE PRO 1 WIRES TO BE I PART H RMQLP- 472 REMOVED(TYP) \ i OR APPROVED EQUIVALENT) REVISIONS / / \ O EXISTING T-MOBILE RBS EXIST/NG 7B5't `\ E 2706 EOU/PMENT CABINET GUYED TOWER TO BE REMOVED TO BE REMOVED Cz7 WQ 2 08/OW14 FINAL CDs OAK ( EXISTING UTILITY POLE \ \ METERS I 1 08/01114 LP MOUNT MDDEICHANGE OAK PROPOSED CABLES TO I 0 0728714 PRELIMINARY ED. KMD BE ROUTED INSIDE PROPOSED 185' MONOPOLE \ MONOPOLE I (BY OTHERS) I REV DATE DESCRIPTION BY EXISTING T-MOBILE 7'x7 \ CONCRETE EOUIPMENT PAO QO e I EX/STING/CE BRIDGE I EXISTING T-MOTO BE REMOVED \ BILE A/C& TELCO OO I I PANEL ON H-FRAME--A EXISTING d Il' f�{r1 .\ EXISTING T-MOBILEANTENNA EX/ST/NG T-MOBILE RBS \. BE RELOCATEDGPS C:' F'�a. 1 \ 3106 EQUIPMENT CAB/NET \ I F'1.LHtJ fit ) 'L V z a="` q i k ) ' Z 'E{} i.a 3 .'r PROPOSED HYBRID CABLE I O -% RUN ALONG PROPOSED ICE BRIDGE \M PROPOSED COAX CABLE LL AND UP PROPOSED MONOPOLE TO TO REPLACE EXISTING J 4p 5 \ PROPOSED ANTENNAS \ I O ✓ RELOCATED T-MOBILE \ CPS ANTENNA \ I ,e \ PROPOSED 185' PROPOSED T-MOBILE ( MONOPOLE (BY \ CABLE BRIDGE \ \\ OTHERS) LJ \ \ I I LLJ O" LJ ALU.P.E.zMA PROFESSIONAL ENGINEER LIC.#50 019U EXIST/NC FENCEO-lN EX/STING T-MOBILE \ COMPOUND I EOUIPMEN7(TYP) I I \ \ � COMPOUND PLAN \ GROUND LEVEL = & ELEVATION `\ EEEV.=O.Of AGE N NOTE: STRUCTACTORURAL CONTRTO VERIFY ALL PROPOSED AND EXISTING ANTENNAS AND CABLES WERE CONSIDERED AND PASSED A STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION. GRAPHIC SCALEm GRAPHIC SCALE 1 PARTIAL COMPOUND PLAN 1 25 11 'o 0 2 ELEVATION o z �- SCALE:1"=5'-0" G-1 pNFEET) CT SCALE:i"=10'-0" � I INCH= S FEET QN FEET) W I INCH= 10 FEET W N Lu z TOTALLY COMMITTED. z Lu ANTENNA INFORMATION NBiC ENGINEERINGSERVICES,I. ANTENNA SECTOR STATUS ANTENNA ANTENNA DIMENSIONS RAD AZIMUTH TMA/RRU QUANTITY CABLE CABLE MANUFACTURER MODEL (HxWxD) CENTER &MODEL QUANTITY&TYPE LENGTH Al PROPOSED ERICSSON AIR21 B2A/B4P 55.9"x12.9"X7.9 130' 30' (1) UMTS DO 84 TMA (4) 1-1/4" EXISTING 155'3 COAX CABLES E7 C3 © -Mobil�© © . A2 PROPOSED ERICSSON AIR21 B4A/B2P 55.9"x12.9"x7.9' 130' 30' N/A SHARED Z T-MOBILE NORTHEAST LLC Al PROPOSED ERICSSON AIR21 82A/84P 55.9"x12.9"x7.9' 130' 160' (1) UMTS DO B4 TMA (4)COAX ABLE CSTING 155'3 J (1) MLE HYBRID, 9x18 FIBER a 15 COMMERCE WAY,SUITE B 92 PROPOSED ERICSSON AIR21 84A/82P 55.9"x12.9"x7.9' 130' 160' N/A HUGER SHUNER 1553 ¢ NORTON,MA 02766 - EI A1 PROPOSED ERICSSON AIR21 B2A/B4P 55.9"x12.9"X7.9" 130' 270' (1) UMTS DD 84 TMA (4)C1OAX1/4"ABCLXESTING 155.3 OFFICE:(508)286-2700 S FAX:(508)286-2893 62 PROPOSED ERICSSON AIR21 B4A/B2P 55.9"x12.9"x7.9' 130' 270' N/A SHARED NOTES- 1' OTES:1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. z 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR TO CONSTRUCTION. O 4BS0345D 3. CONSTRUCTION DRAWINGS PREPARED PER RF SHEET DATE 07/23/2014 F BS345/MEDIA ONE o NORTH ANDOVER 0 JOHNSON STREET NORTH ANDOVER, MA 01845 V) REVISIONS 0 0 PROPOSED AIR-21 ANTENNA LU�i MOUNTED TO PROPOSED LOW PROFILE PLATFORM (TYP OF 2 z PER SECTOR) LD LIFTING 7.86" 12.08' PROPOSED AIR Q 2 De/06114 FINAL CDs DAR EYE CLAMP KR(KATHREIN PART# 85010070) 7 08/01114 LP MOUNT MODEL CHANGE DAK 2-3/8' TO 4-1/2" 0 07/28114 PRELIMINARY CDs KMD /0PPEAmP) STEEL REV DATE DESCRIPTION BY 6.85" PROPOSED PROPOSED1fi AIR21 ANTENNA AIR21 ANTENNA � PROPOSED AIR Q ® � CLAMP KIT (KATHREIN �/1 �Y'1 -. � �`y ;,• GAMMA PART# 85010070) Q 1 z f 2j0 PROPOSED AIR 0 CLAMP KIT (KATHREIN " <1 j '^ PROPOSED 185' o rn PART# 85010070) PRO X 6' LONG SCH.040 MONOPOLE d ANTENNA MOUNTING BY OTHERS) 0 12.08" PIPEA, O PLAN PROPOSED 2-78" O.D. °< X 6' LONG SCH. 40 Wa, MECHANICAL SPECIFICATIONS ANTENNA MOUNTING! EX/57/NG RUMTSATMUA HEIGHT: 55.98 IN PIPE WIDTH: 12.09 IN DEPTH: 7.87 IN PROPOSED FIBER m v TRUNK CABLE w o+� 1 z KRUPAKARAN KOLANDAIVELU,P.E. PROPOSED LOW PROFILE o.7 O MA PROFESSIONAL ENGINEER LIC.#50019 PLATFORM (SITE PRO 1 , (2) ""rINC LML/ w PART # RMQLP- 472 COAX JUMPERS OR APPROVED EQUIVALENT) I POWER/FIBER JUMPER CABLE ANTENNA CONNECTIONS SIDE FRONT ,o J APPROX POWER/FIBER ANTENNA PLANS, TRUE NORTH JUMPER CABLE PROPOSED ANTENNA ORIENTATION PLAN 2 ERICSSON AIR-21 PANEL ANTENNA ELEVATION s ANTENNA MOUNTING DETAILS w SCHEDULE & A l NTS A-1 NTS A-1 NTS N MOUNTING co A-1 z W Lu WAVEGUIDE BRIDGE SUPPORT RACKET OR APPROVED EQUAL ANDREW PART# WB—K110—B CONCRETE GENERAL NOTES W ` 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE 2 TOTALLY ALLY C®MMI 1C GD. REQUIREMENTS FOR REINFORCED CONCRETE"AND TO THE PROJECT Z SPECIFICATIONS. A A 5/8"0 THREADED w ROD — 18"LONG NB-C ENGINEERING SERVICES,LLC. 2. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A "'"`'°" MAXIMUM SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. a ueLLLLLLNO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE as,l.eo.o�zz JOB SITE. UNISTRUT P5501 OR EQUIVALENT 3. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT IN ALL EXPOSED PROPOSED GPS CONCRETE WORK WITH AIR—ENTRAINING ADMIXTURE COMPLYING WITH k6A ENNA ASTM C 260. AT TROWEL—FINISHED FLOORS, DO NOT EXCEED AIR—ENTRAINMENT CONTENT OF 3 PERCENT. POSED 1-1/4"0 +/ . 40 STAINLESS STEEL ®�°}� 4. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK GALV. PIPELD � - �gILl . G1OTHER THAN THOSE INDICATED ONTHE STRUCTURAL ERAWiNCS i 3 1/2"0 PIPE CAP'MTHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. o STEELNPIPE a T-MOBILE NORTHEAST LLC 5. ALL FORMWORK OFFSET TOLERANCES(PER ACI 117)TO BE CLASS A. 3 1/2" DIA. ICE 66. FLOOR SLAB TOLERANCES TO ASTM E1155; SPECIFIED OVERALL BRIDGE SUPPORT PIPE as 15 COMMERCE WAY,SUITE B MINIMUM VALUE OF FLATNESS F F=25 WITH LOCAL MINIMUM F F=17, NORTON,MA02766 AND MINIMUM VALUE OF LEVELNESS F F-20 WITH LOCAL MINIMUM F 1 1/4" PIPE TO OFFICE: 508 286-2700 I AND F F WTHIN 72 HOURS OF SLAB CONSTRUCTION. #2 AWG SOLID TINNED ( )COPPER GROUND CONDUCTOR 3"PIPE CLAMP FAX:(508)286-2893 7. CABINETS ON SLAB(IF APPLICABLE). ALLOWABLE CAPACITY OF CADWELD TO POST CONCRETE USED IN DESIGN MIN. 3500 PSI. SED GROUNDING KIT GROUND BARSED 1/2"0 COAX CABLE B" UM BENDING RADIUS PER FACTURER'S STANDARD Z CROWN ROUNDING KIT CABLE 4650345D FOOTING #2 AWG BCW WITH KIT) BS345/MEDIA ONE TO GROUD RING I=III III II 1=II I=111 ILL.iE ONOHNSON 80TREET -III=III—I I1-III- 2 ui NORTH ANDOVER, MA 01845 it III II III=' GPS MOUNTING DETAIL A 2 NTS 4000 PSI MIN. ORETE FOOTINCNG REVISIONS n4 NOTE: -- ALL SUPPORT POSTS MUST BE GROUNDED 0 e , O Z 0 W 2 08106/14 FINAL CDs DAK 1 CABLE BRIDGE DETAIL A2 NTS --1 124 SIDE B 1 08/01/14 LP MOUNT MODEL CHANGE DAK 25D,370, 49DMM — 0 07/28/14 PRELIMINARY CDs KMD SIDE A —12D32o—il REV DATE DESCRIPTION BY Ap p B 3 1000MM LC DUPLEX FRONT VIEW 760MM 520MM 75MM 0 x 240MM LONG STANDARD LABEL = 14 I— 400MM ® 84002345 3 1. +.I ' ®® ® HYBRID CABLE WEIGHT gTTENTION 1¢— OC —2 PLUG ® STANDARD LABEL ® 18/C #10 1.03LB/FT 3.38LB/M ® DO NOT TWIST 84087128 OC —2 PLUG ®®® 18/C �B 1.07LB/FT 3.51 LB/M PULLING TUBE 3 Z ,.) z,.r•14 t}11.y OC —2 PLUG DIVIDER OCD-2 PLUG MASTERLINE V)18 OCO-2 PLUG ® CONDUCTORS WER CLASSIC 1000130 OCD-2 PLUGEhRHH� 1060330 p ".w 1120330®r I I 24MM TO 40MM '^`a 640MM DIAMETER HYBRID COMMON DRAIN WIRE1180330 88OMM CABLES POSSIBLE 15031D 124033D b q y 54 L+TOLERANCE L+TOLERANCE 1300330 3 POWER CABLE 3 POWER CABLE FIBER OPTIC POWER POWER POWER 3 POWER CABLE w RRH SIDE A SIDE 8 RRH SEE SIDE A SIDE B RRH EEE SIDE A SIDE 8 LEE SIDE A SIDE B w KRUPAKARAN KOLANDAIVELU.P.E. F—500120— HOOK HOOK Ra HOOK z MA PROFESSIONAL ENGINEER LIC.#50019 QDC LENGTH RUBBER I1Q WIR CABLE IR b4 WIRE CABLE f1 E l9SL 4YLRE �B9sE �E z 10M ALL CABLES NQ. PLUG IN JB COLOR LCD BOOTS SIDE B GROMMETS COLOR SIG TO COLO COLOR DESIGNATOR COLOR COLO DESIGNATOR COO w 1 ORED2 2 (SHORTED BREAKOUT) EEAKOUT 1000 3 30 —48V BLACK RED —48V BLACK RED —48V BLACK RED 2 ODC-2 1 GREEN 1060 3 30 1 1 DV GREY RED BLACK 4 OV GREY RED BLACK 7 OV GREY RED BLACK GREEN 2 2X BANDS 3X BANDS OHEX TOLERANCE ASSEMBLY _ LENGTH 3 BLUE2 2 BLUE 1120 3 30 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN +g0 L < 5M ODC-2 1 L+1+2% L 2 SM 4RED 2 SHORT BREAKOUT 1000 3 30 —48V BLACK GREEN —48V BLACK GREEN —48V BLACK GREEN 5 ODC-2 t GREEN 1060 t 30 1 2 OV GREY GREEN WHITE 5 OV GREY GREEN WHITE 8 OV GREY GREEN WHITE DETAILS GREEN 2 2X BANDS 3X BANDS POWER w 6 ODC-2 2 B BLUE 1120 3 30 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN = LENGTH DIAMETER 7 ODC-2 1 B RED 1000 t 30 —48V BLACK BLUE —48V BLACK BLUE —48V BLACK BLUE PIPIN 2 RED 2 A SHORT BREAKOUT L S 60M 6MMx(1 OAWG) ODE-2 1 B BLUE BLUE ODC-2 PLUG FRONT VIEW L 2 60M 1OMMx(BAWG) 8 GREEN 2 A GREEN 1060 t 30 1 3 W GREY BLUE ORANGE 6 OV GREY 2X BANDS ORANGE 9 OV GREY 3X BANDS ORANGE 9 B°UE2 z A BLUE 1120 3 30 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN w m 3 MLE HYBRID CABLE 9 POWER/18 FIBER zAll A 2 Nrs w 2 to ELECTRICAL & GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE " _ IN NATIONAL ELECTRICAL CODE (NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. (E)SECTOR"A" f�SECTOR"B" TE)SECTOR"C" CC �� (P) LU SMART BIAS—TEE (NEW FROM BEHIND) (VIEW FROM BEHIND) (w Ew IRON BEHIND) 5 ( ) w S B B B B B B B B B B B B 2. ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND PROCURED (GROUND PER MANU.SPECS) 2 4 4 2 2 4 4 2 2 4 4 2 (P)AIR21 ANTENNA z TOTALLY COMMITTED. PER SPECIFICATION REQUIREMENTS. (1 PER SECTOR,3 TOTAL) A P A P A p A P A P A P (2 PER SECTOR,6 TOTAL) 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY (E)UMTS TMA w DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE (RELOCATED TO B2A/84P SIDE, G G G Ns.e ENGINEERING xSERVICES,LLC. COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. RECONNECT(E)GROUNDING) G� Ge G ..". (1 PER SECTOR, 3 TOTAL) (P)FIBER AND POWER 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS. AND IS RESPONSIBLE n 0 JUMPERS II FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. (5 PER SECTOR, 15 TOTAL) 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE —G —G —G (E)PIPE MOUNT IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID G—G G— G G— G- (2 PER SECTOR, 6 TOTAL) SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LOCATIONS SUBJECT C—G G G G—C G G— G G G G G— G G 6 (TYP) 70 PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL ` C1 ® ® -Mobile© E1 BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR \--Q(TYP) ��11 RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC AS PERMITTED BY (E)EQUIPMENT CABINET z T-MOBILE NORTHEAST LLC CODE). ROUTE(P)FIBER TRUNK CABLES (P)FIBER TRUNK CABLE (qB5 2/06J U WITH(E)COAX TO ANTENNA SECTORS (TO BE DECOMMISSIONED) 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING,ABOVE GRADE AND (EJ COAX (EJ t-MOBILE d EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL BREAKER PANEL a 15 COMMERCE WAY,SUITE B CONDUITS(NGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL a NORTON,MA 02766 OR NONMETALLIC CONDUITS. (E)EOUIPAIENT CAB/NET OFFICE:(508)286-2700 (Res J106) FAX:(508)286-2893 8. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE G G G G G G— G G G 40 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, GROUNDING SCHEDULE ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. (P)STANDARD GROUNDING KITIT 9. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND Q (COMMSCOPE PART#VG)2158-1584-T OR EOUN.) 1 ( ) OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 0 (E)MGB(BUSSB4R(j1) 2 � " Z 10.ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THHN, THWN-2, OR THIN O 4BS0345D INSULATION. OS (E)EQUIPMENT GROUNDING FQ (P)82AWG BARE TINNED SOLID COPPER CONDUCTOR — g BS345/MEDIA ONE 11.RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY qO BONDED TO GROUND RING a NORTH ANDOVER DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED (GROUND CABINETS PER MANU.SPECS) ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE 5 GROUND P ANTENNA PER MANU.SPECS ? 0 JOHNSON STREET INSTALLATION WITH UTILITY COMPANY. O O G—G G G G G G— G w © (E)SECTOR GROUND BAR — — NORTH ANDOVER, MA 01845 12,RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION (E)GROUND RING 3 (TYP) J) POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET NOTES: G—G G G G G G G G G—G—G—G— G AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN A.PROVIDE/2AW0 GROUNDING CONDUCTOR,U.O.N. _ INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE B.DO NOT INSTALL GROUND KR ON BEND.DIRECT AT EACH END. GROUND WIRE DOWN TO ANTENNA BUSSBAR. 1 GROUNDING RISER DIAGRAM 13.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. E 1 NTS REVISIONS 14.PPC SUPPLIED BY PROJECT OWNER. 15.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. O 16.GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS U CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. CONDUIT SCHEDULE EXISTING EQUIPMENT IY Oj E POWER CONDUIT CABINET RBS 2106 z 17.USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR (TO BE DECOMMISSK)NED) CD ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID N TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED (E)T-MOBILE EXISTING EQUIPMENT w 2 08/05/14 FINAL CO. DAK ON THE DRAWING. BREAKER PANEL CABINET RBS 3106 TO BE RETROFITTED WITH NEW 1 08/01/14 LP MOUNT MODEL CHANGE OAK 18.ALL POWER AND GROUND CONNECTIONS TO BE CRIMP—STYLE, COMPRESSION RADIO EQUIPMENT WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR D 07/2&14 PRELIMINARY CDsKMID OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED - - = REV DATE DESCRIPTION BY STEEL. 19.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED, GROUNDING LEADS • UL! TOTALLY COMMITTED. e' < 1� z " --- .• „ �. W NB•C ENGINEERING SERVICES,LLC. T-MOBILE NORTHEAST LLC ° ° O0 ���° SITE NUMBER: 4BS0345D z z T-MOBILE NORTHEAST LLC U SITE NAME■ BS345 / MEDIA ONE NORTH ANDOVER ■ ¢ 15 COMMERCE WAY,SUITE B NORTON,MA 02766 OFFICE:(508)286-2700 T-MOBILE MODERNIZATION 2014 - DESIGN 2C , FAX (508)286-2893 0 JOHNSON STREET Know what's below. Call before you dig. 0 4BS0345D NORTH ANDOVER, MA 01845 1 BS345/MEDIA ONE SITE INFORMATION VICINITY MAP DRAWING INDEX o NORTH ANDOVER 0 JOHNSON STREET _ f NORTH ANDOVER, MA 01845 SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(6)PROPOSED .0 �� T-1 TITLE SHEET V) ANTENNAS TO AN EXISTING WIRELESS ':TELECOMMUNICATIONS FACILITY. FACILITY. C-1 COMPOUND PLAN&ELEVATION w' PROJECT DESIGN: T-MOBILE MODERNIZATION 2014-2C /" •i''- A-1 ANTENNA PLANS,SCHEDULE&MOUNTING REVISIONS z a SITE ID NUMBER: 4BS0345D :'fit � a -'y -' - ���- A-2 DETAILS 911 SITE ADDRESS: 0 JOHNSON STREET E-1 ELECTRICAL&GROUNDING DETAILS 0 NORTH ANDOVER,MA 01845 LATITUDE(NAD 83): 42.662109° \,� A�tv'`�••aN U LONGITUDE(NAD 83): -71.099721' 1 Ld C`ITC' J L .9,+v.:. JURISDICTION: TOWN OF NORTH ANDOVER COUNTY: ESSEX COUNTY -3W, 2 08/0E/14 FINAL CDs OAK ,, ,cdT+1`, �X• g '`s} p CURRENT USE: TELECOMMUNICATIONS FACILITY � �°� " �:r,Y. _ 1 08/01114 LP MOUNT MODEL CHANGE DAK PROPOSED USE: TELECOMMUNICATIONS FACILITY 3' � � }"•14 .•ry /' ti 0 0728/14 PRELIMINARY CDs KMD STRUCTURE TYPE: MONOPOLE REV DATE DESCRIPTION BY STRUCTURE HEIGHT: 185.0'(AGL) } a �, y cls DO NOT SCALE DRAWINGS u Q d cm' s g aq II fykA3 �!11.5'c �. „ a. THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36".CONTRACTOR SHALL7-� q -r `' a a VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND y SHALL IMMEDIATELY NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY J t{"' l�` *zr``I ` >4 : DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE z t} 1 I}I , g •,aroa RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE p w TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. V) DIRECTIONS APPROVAL BLOCK FROM 15 COMMERCE WAY,NORTON,MA 02766: TAKE 1-495 S TO EXIT 7A FOR MA24N.IN 18.1 MILES TAKE EXIT 21A FOR 93N TOWARDS SOSTON.IN 30.6 MILES TAKE EXIT 41 y`- TOWARD ANDOVER/N ANDOVER.MERGE ONTO MA-125 N/BALLARDVALE ST.CONTINUE TO FOLLOW MA-125 N FOR 6.6 MILES. �w TAKE A SHARP RIGHT ONTO MA-114 E/TURNPIKE ST.IN 0.8 MILES TURN LEFT ONTO MILL RD.IN 0.6 MILES TURN LEFT ONTO 5 UJ UJ 0 PROJECT TEAM JOHNSON ST.SITE ACCESS ROAD IS LOCATED APPX.0.4 MILES ON THE LEFT. p p a w Of Of O_U) Of LJ APPLICANT: T-MOBILE NORTHEAST LLC z a 0- ¢a o U, z KRUPAKA RAN KOLANDAIVELU,P.E. 15 COMMERCE WAY,SUITES NORTON,MA02766 CODE COMPLIANCE ❑ ❑ ❑ w MA PROFESSIONAL ENGINEER LIC.#50019 OFFICE:(508)286-2700 PROPERTY OWNER DATE FAX:(508)286-2893 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE PROJECT MANAGEMENT FIRM: NETWORK BUILDING&CONSULTING,LLC. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 6095 MARSHALEE DRIVE,SUITE 300 11 El 1:1 ELKRIDGE,MD 21075 2009 INTERNATIONAL BUILDING CODE ANSI/TIA-222-G SITE ACQUISITION DATE (410)712-7092 (MASSACHUSETTS AMENDED 8TH EDITION) TIA 607 ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. 2014 NATIONAL ELECTRICAL CODE ❑ ❑ ❑ w TITLE SHEET 1777 SENTRY PARKWAY WEST INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 CONSTRUCTION MANAGER DATE _ DUBLIN HALL,SUITE 210 • 2009 NFPA 101,LIFE SAFETY CODE BLUE BELL,PA 19422 IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION (267)460-0122 2009IFC-REFERENCE 527CMR • TELECORDIA GR-1275 ZONING DATE • AMERICAN CONCRETE INSTITUTE • ANSI/T 311 w • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ❑ ❑ ❑ • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE z w T=1 w V) 2 GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES "amu ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10.CONTRACTOR SHALL MAKE A UTILITY "ONE CALL"TO LOCATE ALL COMPANY OR OTHER PUBLIC AUTHORITIES. UTILITIES PRIOR TO EXCAVATING. s TOP OF MONOPOLE LTJ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11.IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THEW AND AND INSPECTIONS THAT MAY BE REQUIRED BCA Y ANY FEDERAL, STATE, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE OTHER RR/£R ANTENNA q z TOTALLY COMMITTED. COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT&THE OWNER'S REPRESENTATIVE. ELEV.=185.0't ACL z 9 M 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN 12.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY I''I Ne.c ENGINEERING SERVICES,LLC. WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR OTHER CARR/ER ANTENNA ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13.PROPERTY UNE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, — - - awlzfi Eu,'ov p FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ELEV.=175 O't ACL ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE 14, THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. OTHER CARRIER ANTENNA 4' CONSTRUCTION OF THIS FACILITY. ELEV.=1650"t AGL 15. THE PROPOSED FACILITY WILL CAUSE ONLY A"DE MINIMIS" INCREASE IN 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE p © obp le MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED, PROJECT.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH H- THE MANUFACTURER'S RECOMMENDATIONS. 16.NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM OTHER CARR/ER ANTENNA CL ___ a T-MOBILE NORTHEAST LLC THIS FACILITY. ELEV.=155.0't ACL 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION a 15 COMMERCE WAY,SUITE B ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). Q NORTON,MA 02766 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18.THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR OFFICE:(508)286-2700 ENGINEERING PRIOR TO INSTALLATION. SANITARY SERVICE. FAX:(508)286-2893 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. ANSI/EIA/TIA 222-G REQUIREMENTS. PROPOSED HANDRAIL KIT (SITE /\\ PRO 1 PART # HRK14) EXISTING PROPOSED CE_OF T-MOBILE_ANTENNAS o 4BS0345D ACCESS GATE V EIEV.=130.0't ACL F PROPOSED T-MOBILE ANTENNAS BS345/MEDIA ONE \ MOUNTED TO PROPOSED LOW PROFILE PLATFORM (TYP OF 2 O NORTH ANDOVER I PER SECTOR) z 0 JOHNSON STREET / NORTH ANDOVER, MA 01845 \ I U') o / PROPOSED LOW FI EX/STING GUY I PLATFORM (SIE PROI WIRES TO BE \ I PART # RMQLP- 472 /a REMOVED(TYP) \ i OR APPROVED EQUIVALENT) REVISIONS � / I O w EXISTING T-MOB/LE RBS EX 'ING 185"t \ 2106 EOUIPMENT CABINET GUYED TOWER / TO BE REMOVED TO BE REMOVED LDN W 2 08/08/14 FINAL CO. DAK ( EXISTING UTILITY POLE \ I O \ METERS I 1 08I07/14 LP MOUNT MODEL CHANGE DAK PROPOSED CABLES TO I 0 07128114 PRELIMINARY CDs KMD BE ROUTED INSIDE PROPOSED 185' MONOPOLE \ MONOPOLE I (BY OTHERS) I REVI DATE DESCRIPTION BY EXISTING T-MOBIL E 7'x7' \ CONCRETE EDUIPMENT PAD o� 4 EX/ST/NC/CE BRIDGE I TO BE REMOVED 1 `\ EXISTING T-MOBILE A/C& TELCO PANEL ON H-FRAME I d .\ I EXISTING T-MOBILE I Q SANTENNA TO EX/ST/NG T-MOBILE RBS h HE RELOCATED I I ti.• Kt t 3106 EOUIPMENT CABINET V I ZLD PROPOSED HYBRID CABLE RUN ALONG PROPOSED ICE BRIDGE\ \M PROPOSED COAX CABLE LL AND UP PROPOSED MONOPOLE TO TO REPLACE EXISTING > - £- PROPOSED ANTENNAS \ I O \ RELOCATED T-MOBILE GPS ANTENNA \ \ PROPOSED 185' \ PROPOSED T-MOBILE MONOPOLE (BY CABLE BRIDGE \ \\ OTHERS) \ \ I KRUPAKARAN KOLANDAIVELU,P.E. \ \ IMA PROFESSIONAL ENGINEER LIC.#50019 w EX/ST/NG FENCED-/N I EXIST/NG T-MOB/LE COMPOUND EOUIPMENT(TYP) \ I I I\ I W \ \\ COMPOUND PLAN"\ GROUND LEVEL - = & ELEVATION \ / \ STRUCTURAL NOTE: / \ CONTRACTOR TO VERIFY ALL PROPOSED AND EXISTINGANTENNAS AND CABLES WERE CONSIDERED AND PASSED A STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION. GRAPHIC SCALEm GRAPHIC SCALE 1 PARTIAL COMPOUND PLAN 5 1 l 1 1 1 2 ELEVATION 14 z cmi SCALE:1"=5'-0" SCALE V" 10'-0" G-1 8N FEET) G'1 ON FEET) L~LJ 11NCH= 5 FEET 11NCN= 10 FEET W N EEO z TOTALLY COMMITTED. z w NB+C ENW NEERING SERVICES,LLC. ANTENNA INFORMATION ANTENNA ANTENNA ANTENNA RAD TMA/RRU QUANTITY CABLE CABLE SECTOR STATUS MANUFACTURER MODEL DIMENSIONS CENTER AZIMUTH &MODEL QUANTITY&TYPE LENGTH (HxWxD) Al PROPOSED ERICSSON AIR21 B2A/B4P 55.9"02.9"x7.9" 130' 30' (1) UMTS DD B4 TMA (4) 1-1/4" EXISTING 155'3 y� COAX CABLES © D © -Mobile© © E.1 A2 PROPOSED ERICSSON AIR21 84A/82P 55.9x12.9"x7.9' 130' 30' N/A SHARED IS Z T-MOBILE NORTHEAST LLC Al PROPOSED ERICSSON AIR21 B2A B4P 55.9"x12.9"x7.9" 130' 160' (4) 1-1/4" EXISTING Laj / (1) UMTS DD 84 TMA COAX CABLES 155'3 J (t) MLE HYBRID, 9x18 FIBER a 15 COMMERCE WAY,SUITE B 62 PROPOSED ERICSSON AIR21 B4A/B2P 55.9"z 12.9'x7.9" 130' 160" N/A HUBER SHUNER 1553 a NORTON,MA 02766 OFFICE:(508)286-2700 Al PROP (4) 1-1/4" EXISTING PROPOSED ERICSSON AIR21 B2A/B4P 55.9"x12.9"x7.9" 130' 270' (1) UMTS DD 84 TMA COAX CABLES 1553 FAX:(508)286-2893 82 PROPOSED ERICSSON AIR21 B4A/B2P 55.9"x12.9"x7.9" 130' 270' N/A SHARED NOTES: 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. z 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR TO CONSTRUCTION. 3. CONSTRUCTION DRAWINGS PREPARED PER RF SHEET DATE 07/23/2014 0 4BS0345D 1 BS345/MEDIA ONE o NORTH ANDOVER LL 0 JOHNSON STREET NORTH ANDOVER, MA 01845 In REVISIONS 0 0 PROPOSED AIR-21 ANTENNA w MOUNTED TO PROPOSED LOW Of PROFILE PLATFORM (TYP OF 2 z PER SECTOR) N LIFTING7.86" 12.08' PROPOSED AIR wQ 2 08106114 FINAL CDs DAK EYE CLAMP KIT(KATHREIN PART:/88.5010070) 08/01114 LP MO UNT MODEL CHANGE DAK # 2-3/8"65010070)TO 4-1/2" 0 07/2'4 PRELIMINARY CD. KMD GALVNIZED QM° PIPEA(TYP) STEEL REV DATE DESCRIPTION BY s.es" PROPOSED PROPOSED '#7 O AIR21 ANTENNA AIR21 ANTENNA ® PROPOSED AIR CLAMP KIT (KATHREIN � f.I 111 /!�1a1`t .y�<v GAMMA `� PART$ 85010070) ¢ II1 f 270' PROPOSED AIR . op CLAMP KIT (KATHREIN Z PROPOSED 185' S m PROPOSED LONG SC" 11 0 PART# 8501DD70) 78" (Nn ty^ MONOPOLE ANTENNA MOUNTING P-y BY OTHERS) 12.08" PSN PROPOSED 2-78" O.D. X 6' LONG SCH. 40 ANTENNA MOUNTING EX/STING RELOCATED TMA MECHANICAL SPECIFICATIONS PIPE ` HEIGHT: 55.98 IN WIDTH: 12.09 IN DEPTH: 7.87 IN PROPOSED FIBER Of m v TRUNK CABLE m 9 1 z KRUPAKARAN KOLANDAIVELU,P.E. PROPOSED LOW PROFILE ZsAakl MA PROFESSIONAL ENGINEER LIC.#50019 PLATFORM (SITE PRO 1 (2) EXISTING LMU w PART # RMOLP- 472 COAX JUMPERS OR APPROVED EQUIVALENT) POWER/FIBER JUMPER CABLE ANTENNA CONNECTIONS �14E FRONT POWER/FIBER/ APPROX ANTENNA PLANS TRUE NORTH JUMPER CABLE PROPOSED ANTENNA ORIENTATION PLAN 2 ERICSSON AIR-21 PANEL ANTENNA ELEVATION 3 ANTENNA MOUNTING DETAILS I-- SCHEDULE & NTS NTS NTS Ln MOUNTING Lu Lu z A-1 w w a:N x WAVEGUIDE BRIDGE SUPPORT RACKET OR APPROVED EQUAL ANDREW PART# WB—K110—B "� ,...... ..; 1 CONCRETE GENERAL NOTES \ Lu 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE z-U, TOTALLY COMMITTED. ED" REQUIREMENTS FOR REINFORCED CONCRETE"AND TO THE PROJECT z SPECIFICATIONS. O A 5/8"0 THREADED w ROD - 18" LONG NR.0 ENGINEERING SERVICES,LLC. 2. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A �1"+ MAXIMUM SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. I uN wu NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE L �uas o^a JOB SITE. UNISTRUT P5501 OR EQUIVALENT 3. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT IN ALL EXPOSED PROPOSED GPS CONCRETE WORK WITH AIR-ENTRAINING ADMIXTURE COMPLYING WITH ANTENNA ASTM C 260. AT TROWEL-FINISHED FLOORS, DO NOT EXCEED AIR-ENTRAINMENT CONTENT OF 3 PERCENT. PROPOSED 1-1/4"0 ++ SCH. 40 STAINLESS STEEL ®�� � 4. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK II OR GALV. PIPE � O D -Mobile. . .O ET D OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS "i Lj 3 1/2"0 III PIPE CAP F- WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. ---GALVANIZED STEEL PIPE II a T-MOBILE NORTHEAST LLC 5. ALL FORMWORK OFFSET TOLERANCES(PER ACI 117)TO BE CLASS A. ili 3 1/2" DIA. ICE u 6. FLOOR SLAB TOLERANCES TO ASTM E1155: SPECIFIED OVERALL II BRIDGE SUPPORT PIPE nl. 15 COMMERCE WAY,SUITE B MINIMUM VALUE OF FLATNESS F F=25 WITH LOCAL MINIMUM F F=17, Q NORTON,MA 02766 AND MINIMUM VALUE OF LEVELNESS F F-20 WITH LOCAL MINIMUM F 1 AND F F WITHIN 72 HOURS OF SLAB CONSTRUCTION. #2 AWG SOLID TINNED 1.1/4" PIPE TO OFFICE:(508)286-2700 COPPER GROUND CONDUCTOR 3" PIPE CLAMP FAX:(508)286-2893 7. CABINETS ON SLAB(IF APPLICABLE). ALLOWABLE CAPACITY OF CADWELD TO POST CONCRETE USED IN DESIGN MIN. 3500 PSI. PROPOSED GROUNDING KIT GROUND BAR PROPOSED 1/2"0 COAX CABLE 8" MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD z CROWN {�6 AWG GROUNDING KIT CABLE O 4BS0345D FOOTING H2 AWG BCW (PROVIDED WITH KIT) Q a5 BS345/MEDIA ONE TO GROUND RING — o NORTH ANDOVER IIIIIIIIIIIIIIIII ; II1 I 1IIIIIIIII z o JOHNSON STREET it III 1jII Lu I ` GPS MOUNTING DETAIL NORTH ANDOVER, MA 01845 A 2 NTS o 4000 PSI MIN. ONCRETE FOOTING dr- REVISIONS pa NOTE: --� ALL SUPPORT POSTS MUST BE GROUNDED O w Of Z 0 W 2 08/06/14 FINAL CDs DAK CABLE BRIDGE DETAIL •Oc NTS �{ 124 1� DE B 1 08I01/14 LP MOUNT MODEL CHANGE DAK A-2 I250,370, 49DMM 0 07/28/14 PRELIMINARY CDs KMD SIDE A Q r—120±20 REV DATE DESCRIPTION BY A B 3 1000MM DIP % FRONT VIFW 760MM 520MM 75MM 0 x 240MM LONG �^T 3 STANDARD LABEL 3 O_ F 400MM ® 0 84002345 `± , ^.""",. „-.« ® ® HYBRID CABLE WEIGHT ® ATTENTION I— •.a OC —2 PLUG ® ® 18/C X10 1.03LB/FT 3.38LB/M 4 DO NOT TWIST STANDARD LABEL to I.,I I£•.,PP X11 { OC —2 PLUG ®®® 18/C N8 1.07LB/FT 3.51LB/M O 84087126 PULLING TUBE t: OC —2 PLUG 3 DIVIDER O OCD-2 PLUG € N, MASTERLINE V) OCO-2 PLUG C4 _ -- - COND18 OUC70RS WER CLASSIC � Ei' 1000±30—� V) OCD-2 PLUG 1060±30 O r 640MM 24MM TO 40MM 1120330 DIAMETER HYBRID COMMON DRAIN WIRE 1180330 ?, 880MM 150310 CABLES POSSIBLE 1240±313 � � -».,.„,:„..•1-� i 1300±30 L+TOLERANCE L+ TOLERANCE 3 POWER CABLE 3 POWER CABLE FIBER OPTIC POWER POWER POWER 3 POWER CABLE w RRH SIDE A SIDE B B€E SIDE A SIDE B $-E SIDE A SIDE B EEE SIDE A SIDE B w F—5130±20— R HOOK RRHHOOK H HOOK Z KRUPAKARAN KOLANDAIVELU,P.E. ODDC� LENGTH NQ, WIRE CCA LE win &Q, WIRE CABLE WI NQ, WI CABLE WIRE (j MA PROFESSIONAL ENGINEER LIC.#50019 10M ALL CABLES �' LUG P� IN COLOR LCD BOOTS SI G OM S COLOR D SIG TO COLOR COLOR DESIGNATOR COLO COLOR DESIGNATOR COLOR w 1 ORED2 2 A SHORT RBREAKOUT ED 1000 ± 30 -48V BLACK RED -48V BLACK RED -48V BLACK RED 2 ODC-2 1 B GREEN 1060 ± 30 1 1 OV GREY RED BLACK 4 Ov GREY RED BLACK 7 OV GREY RED BLACK GREEN 2 A 2X BANDS 3X BANDS OHEX TOLERANCE ASSEMBLY LENGTH 3 BLUE2 2 q BLUE 1120 t 30 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN +80 L < 5M 4 ODC-2 1 B 1000 ± 30 -48V BLACK GREEN -48V BLACK GREEN -48V BLACK GREEN +2% L 2 5M RED 2 A SHORT BREAKOUT C 5ODC-2 i BGREEN 1060 ± 30 1 2 OV LLJ GREY GREEN WHITE 5 OV GREY GREEN WHITE 8 OV GREY GREEN WHITE '" DETAILS GREEN 2 A 2X BANDS3X BANDSPOWER w606UE2 2 q BLUE 1120 ± 30 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN =LENGTH DIAMETER RED PIPIN 2 7 0RED2 2 A SHORT BREAKOUT 1000 ± 30 -48V BLACK BLUE -48V BLACK BLUE -48V BLACK BLUE L S 60M 6MM'(1OAWG) ODC-2 1 B BLUE BLUE ODC-2 PLUG FRONT VIEW L 2 60M 'OMM'(BAWG) 8 GREEN 2 q GREEN 1060 ± 30 1 3 Ov GREY BLUE ORANGE 6 OV GREY pX LUEBANORANGE 9 OV GREY 3X BANDS ORANGE 9 BDL E2 2 A BLUE 1120 ± 30 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN GROUND DRAINco COMMON DRAIN w 3 MLE HYBRID CABLE 9 POWER/18 FIBER z A=2 W A-2 NTS w 2 ELECTRICAL & GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE (v°; P t NATIONAL ELECTRICAL CODE (NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. (E)SECTOR"A (E)SECTOR"B" (E)SECTOR"C" 5 lYP (P)SMART BIAS—TEE (VIEW FROM BEHIND) (VIEW FROM BEHIND) (VIEW FROM BEHIND) ( ) L_j 2. ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND PROCURED B B B B B B B B B B B B TOTALLY COMMITTED. (GROUND PER MANU.SPECS) 2 4 4 2 2 4 4 2 2 4 4 2 (P)AIR21 ANTENNA z PER SPECIFICATION REQUIREMENTS. (1 PER SECTOR,3 TOTAL) A P A P A P A P A P A P (2 PER SECTOR,6 TOTAL) � 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY (E)UMTS TMA w DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE (RELOCATED TO B2A/B4P SIDE. G G "G � NBaC ENGINEERING SERVICES,I.I.C. COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. RECONNECT(E)GROIT UNDING) C G� uBw,u (t PER SECTOR,3 TOTAL) �— (P)FIBER AND POWER uEEE-. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE ee JUMPERSa aFOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. (5 PER SECTOR, 15 TOTAL) 5. ELECTRICAL ND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE —G —G (E)PIPE MOUNT IN ELECTRCAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID G G G G (2 PER SECTOR, 6 TOTAL) SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LOCATIONS SUBJECT C G G G G—C G G G C G G6 (TYP) TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL \ ,., C1 6B E3 -MobiRe 1J BEIN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR `--L)(TYP) RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC AS PERMITTED BY (EJ EOUIPM£NI CABINET T-MOBILE NORTHEAST LLC ROUTE(P)FIBER TRUNK CABLES (P)FIBER TRUNK CABLE Q CODE). WITH(E)COAX TO ANTENNA SECTORS (R85 2106) O EJ MOBILE (TO BE DECOMMISSIONED) =I7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING,ABOVE GRADE AND COAX (E)7- 0_ EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL BREAKER PANEL 0- 15 COMMERCE WAY,SUITE B CONDUITS(RCS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL NORTON,MA02766 OR NONMETALLIC CONDUITS. y (E)EOUIPA/ENTC48INET OFFICE:(508)286-2700 : B. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE G G G G-G (RBS 3106) FAX 508 ( )286-2893 G— G G G 40 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, GROUNDING SCHEDULE ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. (P)STANDARD GROUNDING KN 9. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND Q (COMMSCOPE PART AUG12158-1564-T OR EOUN.) 1 OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. -- - 02 (E) (BUSSBAR 11) 2 " " z 4BS0345D 10.ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THEN,THWN-2, OR THIN INSULATION. Q3 (E)EQUIPMENT GROUNDING _ O F= (P)12AWG RARE TINNED SOLID COPPER CONDUCTOR - -- 5 BS345/MEDIA ONE 11 DEMARCATIORUN N AL 11. ANDITPROJECTTOR LOWNER ECELL SIEN TE PPC CTRIUTASILI INDICATED BONDED TO GROUND RING O NORTH ANDOVER ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE (GROUND CABINETS PER MANU.SPECS) INSTALLATION WITH UTILITY COMPANY. 05 GROUND(P)ANTENNA PER MPNU.SPECS 0 JOHNSON STREET Q (E)SECTOR GROUND BAR G—G G G G—C G G C C G— G w 6 — — NORTH ANDOVER, MA 01845 12.RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION (E)GROUND RING 3 (ttP) N POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET NOTES: G—G G G G G G— G G G G G—G— G AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN A.PROVIDE A2AWG GROUNDING CONDUCTOR,U.O.N. INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE B.DO NOT INSTALL GROUND KIT AT BEND.DIRECT AT EACH END. GROUND WIRE DOWN TO ANTENNA BUSSBAR. T GROUNDING RISER DIAGRAM 13.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. E T NTS REVISIONS 14.PPC SUPPLIED BY PROJECT OWNER. 15.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. CK O 16.GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS IU CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. CONDUIT SCHEDULE EXISTING EQUIPMENT O_ 17.USE 16 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ( E POWER CONDUIT CABINET RDS 2106 z (TO BE DECOMMISSIONED) O ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND A2 SOLID V) TINNED RARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED (E)T-MOBILE EXISTING EQUIPMENT w 2 08/06114 FINALCDs OAK ON THE DRAWING. BREAKER PANEL CABINET RBS 3106 TO BE RETROFITTED WITH NEW 1 08/01114 LP MOUNT MODEL CHANGE OAK 18.ALL POWER AND GROUND CONNECTIONS TO BE CRIMP—STYLE, COMPRESSION RADIO EQUIPMENT WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR o 0728/1a PR ELIMINARY CO. KMO OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE 70 BE IN CONTACT WITH GALVANIZED ---- REV DATE DESCRIPTION BY STEEL. -- 19.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE, ALWAYS MAKE AT LEAST 12" RADIUS BENDS. A6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANYMETAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. E �� )`( _ eK 20.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE E E Lo El" sl COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO F' + ° ALL LOCATIONS. 1(INFO aM)l }-a t 21.APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND p i ,� r>-i - CONNECTIONS. 2 POWER DIAGRAM I a<t >- NITS W �xn..i.:l•!, 22.CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC O MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/ MONOPOLE GROUNDING RING ANDS -. 4� ..�\N EQUIPMENT GROUNDING RING. 23.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD A2AWG WITH LONG BARREL COMPRESSION LUGS,USE STAR WASHERS. " " RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUM LOCKWASHERS,AND STAINLESS STEEL HARDWARE TO SECURE TO EXTERNAL RESISTANCE REQUIRED. GROUND BAR BY GENERAL CONTRACTOR. 24.CONTRACTOR SHALL CONDUCT ANTENNA, CABLE,AND LNA RETURN-LOSS AND DISTANCE-TO-FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD NEW COAXIAL GROUND KITS WITH LONG BARREL COMPRESSION LUGS WITH TWO(2) RESULTS FOR PROJECT CLOSE OUT. 3/8"0 BOLTS AND LOCK WASHERS SIMILAR TO ANDREW 3241088-9. w STAINLESS STEEL HARDWARE w KRUPAKARAN KOLANDAIVELU,P.E. 25.THE T-MDBILE ELECTRICAL EQUIPMENT INCLUDING PANEL, SWITCH GEAR AND z DISCONNECT ARE TO BE LABELED WITH ENGRAVED BAKELITE LABELS. (D MA PROFESSIONAL ENGINEER LIC.#50019 COPPER GROUND BAR TWO HOLE COPPER - z COMPRESSION TERMINAL w ( H Ns"(TYP) GROUNDING CABLE A 'X6 GROUND BAR EL A N A ELECTRICAL LEGEND ° 6" MIN. STAR WASHER(TYP) FLAT WASHER(TYP) w ❑� SAFETY DISCONNECT SWITCH A AMPERE �" " w PANEL BOARD C CONDUIT 1-8 NUT(TYP)� h"x1Yi"HEX BOLT E=: ELECTRICAL M� KILOWATT HOUR METER EMT ELECTRICAL METALLIC TUBING K•(TYP) A2 BARE SOLID-TANNED COPPER CONDUCTOR TO GROUND BUS. GROUND BARSc Lu GROUNDING G GROUND NOTES: GROUNDING CABLE EXPOSED BARE COPPER TO BE KEPT TO DETAILS O SECTION TRANSFORMER I.ALL HARDWARE STAINLESS STEEL COAT ALL SURFACES WITH KOPR—SHIELD ABSOLUTE MINIMUM,NO INSULATION ALLOWED N BEFORE MATING. "A—A" _ OR GROUND FAULT INTERRUPTING WITHIN THE COMPRESSION TERMINAL(TYP.) CIRCUIT BREAKER 2.FOR GROUND BAND TO STEEL ONLY:INSERT A TOOTH WASHER BETWEEN NOTES: KWH KILOWATT HOUR LUG AND STEEL,COAT ALL SURFACES WITH KOPR—SHIELD. MANUAL TRANSFER SWITCH MCB MAIN CIRCUIT BREAKER 3.ALL HOLES ARE COUNTERSUNK X.". I.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. Of ® AC GENERATOR CONNECTOR p POLE w WEATHERPROOF GFI DUPLEX ® RECEPTACLE sw swlrcH 3 GROUNDING BAR CONNECTIONS z —[ ELECTRICAL WIRING V VOLT E T NTS w Emlw —t TELCO WIRING W WIRE N Client#:25116 CENC01 ACORD. CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDD/YYYY) 1/06/2014 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(les)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 NA :C J Mackie Sullivan Insurance Group,Inc. PHONE A 10 Chestnut Street / Lo Suite 1010 Ell:508 791-2241 A/c No; 508 797-3689 ADDREss: JDmackie@sullivangroup.com Worcester,MA 01608-2804INSURER(S)AFFORDING COVERAGE NAIC s INSURER A:Starr Indemnity&Liability Com INSURED Centerline Communications LLC INSURER 8:Federal Insurance Company 95 Ryan Drive Suite 1 INSURER C:Hiscox USA Raynham,MA 02767 INSURER D: — INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONTRACTOR 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MMIDD/Y MM/DD/YY LIMBS A GENERAL LIABILITY X X SISINRGO0108214 1/01/2014 01/01/2015 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $50 OOO CLAIMS-MADE F__1 OCCUR MED EXP(Any one person) $5,000 X BI/PD Ded:10000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY 7 E 7 D LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ _ $ B WORKERS COMPENSATIONx 0044727679 01/01/2014 01/01/2015 X WC sTATu- orH- AND EMPLOYERS'LIABILITY Y/N OBYLIE ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 Ityes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 C Professional ANE1170539 1/01/2014 01/01/201 $1,000,000 each claim E&O $1,000,000 aggregate DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,R more space Is required) General Liability policy provides blanket additional insured and waiver of subrogation. Workers compensation provides waiver of subrogation when required by agreement. CERTIFICATE HOLDER CANCELLATION For Informational Purposes Only SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S214431/M214426 JJs The Commonwealth of tV1assach.useffs -' beparbuen of tic s rcZAccic e s ,UIP O.(flee oflnvesfigafeons 600 Wasftgion Street Boston,HA 02111 -www.MUSS-90v1iia Workexes'Compensation JC suratueAfflau t:Bui tiers/Gonti.°actors/ElcctrxeianstTlii ber.0 A 11cant Woxaraatcon Please Print Lew-ly Xam o(Rusin ess(Orgadzationll &iduat): (.�I t i/'�iG't �-DM/k L+'ll� fyN 3� t.•L C, Address: C1.5 /�`fR� ,�i'�✓e �y�t aty/State/zip: A& ii f1uM R !1 270Phori.o ff: Are you an employer?Check the appropriate box: Type of project(required): 1.L� 1 am a employer wxtb_ ____ 4• ❑I am a general contractor and I 6. New construction f employees(fu11.ancl(oxpar�time). have bixedtbe s�u.b-contractors 2.El I am.a sole proprietor or partner listed on the attached sheet. 7. �[Remodeling ship and`havenaem to ees These sub-eontxactorshave 8. [�Demolition working forme iu a y capacity. workers,comp.insurance. g, (l Bvilding addition ENO workers'comp.insurance 5. ❑We axe a corporation and its 10.[]Electrical repairs or additions xegaked.] officers have exereised.their 3.[] Z am a homeowner doing all work right of exemption per MGL 1111 Plumbing repairs or additions orkers'comp. c. myself�low152,§1(4),andwehaveno 12.PRoofrepaixs insurance required.]? employees.[No workers' 13,[]Other comp.insurance requuired.] .Anyapplicantthatchecks box#I must alsoilloutthesectionbe16wshowingtheirworkers'compensadon.policyi- omnafion. Homeowners who submitthis affidavit indlcatlugthey a're doing allwork andthen hire outside contractors must submit a new affidavit indicafing such. TContractors that cheAthis box must attached an.additional sheet showkgtheDam e Of the sub-contractors andthekworkers'comp.policy information. I arnan empl'oyerthat isproviding workem'eornpeyasation insurarteefoFrYemployeee 13e1o1v isthepoliey arzciTah site irx,fo;�mation, n Insurance CornpanyNameCe- (d Policy#ox Selz im.Lic.#: Doy`17276 7 ! ExpirationDate: Sob SiteAddxeso: 611 J6�IvtJON S�' city/Stateizip: VC- 1�'E .A.ttach a copy of tie workers'compensation-policy cleclaration page(showing-the policy mmber and expiratIOU date). Failure to secures coverage.as requiredunder Section 25A.ofMGL o.152 can lead to t1te,imposition of criminalpenalties of a .fate-ap to$x,500.00 and/ox one-year imprisonment,as-well as cKpenalties in the form.ofa STOP WORD ORDER.and a fine ofup to$250.00 a day against the violator. Be advised that a copy oftliis statementmay be foxwardedto the Office o£ fnve.stigatzon.s offthe DJA.for insurance coverage verification. do hereby cePt Under Me�lain�a penartiles of per,j u that Me informadon j7Yovideclabove is true andcol",ect; Si estate: .�. ` Date: 0 1611 7� Oficial use 0x11y, Do not write in bis area,to be eonWleted by city or toren official: City or Town: PermztlLicense# fssuing Authority(circle ORO: 1,Board of Health 2.BuildingXDepartment 3.City/Town Clerk 4.Electrical Inspector 5.1<mbluglCaspector f.Other Information and Instructions _ Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation or their employees. Pursuant to this statute,an ern•ployee is defuted as"...everyperso�z iiithe service of mother under any contract ofI*a, express or•implied,oral orwxitfeel .An anTfoyq is defined as"an individual,partnership,association,coxporation or other legal entity,or anytwo ornmxo. ofthe foregoing engaged in a joint enterprise,and includingthe legal representatives ofa•deceasedemployex,.or the receiver ontr�tsfee of an individual,partnership,assnclafxou or other legal entity,employing employees. �Sowevex the owner of a dwelling house having notmore than three apartments and who resides therein,or the occupant oftlie dwelling h cuse of another who employs;persons:to domalpfen=q,construction ogVair work on such dwelling house or on the grounds orbuilding appiurtenamtilierefo shall'notliec`atise of such'einploientbe deemedfo be est employes." MGL chapter 152,§25C(6)also states that"every sfate or local licensing agency shAevitlihold the iissda'ni ce or renewal of a license or permit to operate a business or to coustruct buildings in flte commonwealth fox any applicant who has not produced-acceptable evidence of compliance with flze insttraitce coverage Yequired:' Additionally,MCxL chapter 152,§25C(7)states'Woitherthe comm onwealth any of its political subdivisions shalt enter into any contract for to p erformance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have b con presented to the confracting aufhority." Applicants Please Ertl out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if n0cessat%supply sub-contractors)name(s),addresses)andphone number(s)along with their certiffcate(s)of Insurance. LimitedUabilityCompanies(LLC)or Limited LiabByPart orships(LLP)withno employees otherthanthe members Orpartuers,are notrequirad to canyworkers,compensation insuurame. IFEU ti C orLLP does have employees,apollayisrequiied. De advised thattbisaffidavitmaybesubmitted tothe Department of htdusfrial Accidents fol confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should b e ref-amedto the city or town that the application for thepermit or license is being requested,not the Department of Industrial Accidents. Shouldyou have any questions regarding the law or if you are xequired to obtain,a*arkexs' GOMPOnsatIOAPORGY,Please call the Department at the number Jistodbolow. Self-insured companiesshouldentertheir self insurance license numb ex on.the appropriate line. City or Tovm Officials Pleasebe,sure thatthe affidavit is complete andpxiated legibly: The:Departinenth44provided a space et.&a bottom of the a£fldavjtfotyou to fal out in the event the Of ace of hvosflgaiio�s has to" ContactyZrogdrakt6aapplicant. Please be-sure to fail inthe pemritllzcense number which wi11 be used as a reference number:.7h addition;art applicant thatznust submitmultiple permzt/licoma applications in any givenyear,need only submit one af�davif indicating cjmmnt p olicy infomRatior,(ifu ecessaxy)"ancCt der"3db Site Address"the applicant should wxite"all Zooati s in, l, c1 ox town)°'A copy of the affidavit that haseen officially stamped or marked by the city or town maybe pxovided to the applicaatasp" offhatavalidafCdavit•iaonfxte�orAlturaVemsitsorlicenses. ,Anew afUdavitmustbaMedouteach year.Where aliome owner orci&anis obtaining a license oxpennitnot related to anybusiness or commercial ventaxe (i.e.a dog license orpetmit to burn leaves etc.)said p Orson is NOT xegnired to complete this affidavit. The Office ofinvestigations would like,to thank you in advance for your cooperation and should you haveany questions, please do not hesitate to give us a call. . The Department's address,telephone aitd fax number: �`•�':h�'G� Qx��v�alt�o�S�•as�a c7,U:�� . . . ., `, � , 4- .. , . . DaPaxt=Rt QfX-Qdu •W Accldoat Qmco Q. jawstzpz.)o.n do wasw gtm Stxee't 090n, 02111 Tel RM-2Z,4900 W406 Qx-1-877-K I US Revised 5-26-OS Fax#617-727-7749 W9 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: T-MOBILE MODERNIZATION 2014 Date: 08/04/14 Property Address: 0 JOHNSON STREET NORTH ANDOVER,MA 01845 Project: Check one or both as applicable5%—/�ew constructio0xisting Construction Project description: PROJECT CONSISTS OF INSTALLING(3)ANTENNAS&EQUIPMENT TO EXISTING WIRELESS TELECOMMUNICATIONS FACILITY PROJECT CONSISTS OF INSTALLING(6)PROPOSED ANTENNAS TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY. I KRUPAKARAN KOLANDAIVELU MA Registration Number: 50019 Expiration date: 6/30/16 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection 0 Electrical Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or . electronic signature and seal: r 4 Phone number: 267-460-0122 Email: KKOLANDAIVELU@NBCLLC.COM Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supen-is«r License; CS-48107 PETER R. 49 STH AVE EXE `� + Bellingham MA 92015f� rg r ` ,,, r + �� ►�' !+ Expiration Commissioner 03116/2016 Centerline Communications L. L.0 95 Ryan Drive Raynham Ma. 02767 PH# 781 -713-4725