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HomeMy WebLinkAboutBuilding Permit #329-12 - 5 BOSTON HILL ROAD 10/14/2011 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: °� 2 Date Received Date Issued: /o / /� IMPORTANT: Applicant must complete all items on this page LOCATION 5 wslon H I I Print PROPERTY OWNER Ike c4rri 6- E6 K Unit# Print MAP NO: ► G 7 C PARCEL: I ZONING DISTRICT: V,I loqe Historic District yes Machine Shop Village yes r 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 0 New Building ❑ One family Addition ❑Two or more family b Industrial ❑Alteration No. of units: P(Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other 0`Septic 0 Well ❑Floodplain ❑ Wetlands El Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: �lr�lit� � ewlj" a flzli1/2,a `5 66_41W2 (Identification Please Type or Print Clearly) OWNER: Name: ?)Cn r1, 1.a 6. fa- 112o" Phone: 978-603. 3EE? Address: 3G"7 i u// lI/x1 ,SLrce-f . frel7 /0/Ie�'&,Ie/ A14 Q Sys CONTRACTOR Name: iii ►(�u1��ry1J �i�i/od 6l/i6(_ Phone: _926 E31/_x&53 J Address: 6empoulo /t_. * Supervisor's Construction License: IJ 3.45 Exp. Date: 3/30/3 Home Improvement License: K/ /A . Exp. Date: ARCHITECT/ENGINEER Aal7/I) &&4 - Y&.vi* khel' Phone: 1a 7-(�i5 G76�J Address: (3u )OPAIn- 2Le,��l , e �(3 /l Pu,k4&17 kr 119 Reg. No. 9531)__ G.PyY - FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ )5-1 Cx)6 FEE: $ /yo'' Check No.: 31 X92 Receipt No.: a15/ 7/je�_ NOTE: Persons contracting wit unreg' ter ontractors do not have access totthe guarantyfund Signature of Agent/O ___ signature of contracto Location J— 4&9.s'-7'10Ay No. Date /4 / f NORTq TOWN OF NORTH ANDOVER O t 9 • s • Certificate of Occupancy $ MU <� Building/Frame Permit Fee $ /zzo — Foundation Permit Fee $ Other Permit Fee $ TOTAL $ s Check # 2 4 7 ( 5 building Inspector Plans Submitted f4 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ I 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 DATE REJECTED DA TE APPROVED rjPLANNING & DEVELOPMENT ❑ 101'q / I ,D COMMENTS �� ! CP roe i 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 U Conservation Decision: Comments 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. 0 I a Total land area, sq. ft.: NG Wc� e' 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 ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi 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 a 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 ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department 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: Doc.Building Permit Revised 2008mi TILSONI GOVERNMENT SERVICES . i I June 2012 Mr. Gerald Brown Inspector of Buildings Town of North Andover 1600 Osgood Street North Andover, Massachusetts 01845 RE: Post Construction Control Affidavit Building Permit No. 329-2012 5 Boston Hill (aka 5 Boston Street) Inspector Brown: Enclosed please find a Post Construction Control Affidavit for the modifications of the existing telecommunications facility relative to the above-referenced property and Building Permit. Please feel free to contact me at(207) 956-1267 if you have any questions. Sincerely, Michelle Pacheco r i 245 Commercial St,Suite 203—Portland, ME 04101—(207) 591-6427 '$ FINAL CONSTRUCTION APPROVAL DOCUMENT z CONSTRUCTION CONTROL m d �< DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (submit at completion of construction project) 780 CMR—Massachusetts State Building Code Project Title: MA3 04 5_North Andover Date: June 08, 2 012 Project Location: 5 Boston Street, North Andover, MA 01845 ScopeofProject: Upgrading existing wireless telecommunication site. In accordance with 780 CMR,Section 107.0,most specifically 107.3.4"Design Professional in Responsible Charge"and 107.6"Construction Control"of the 8th edition of the Massachusetts State Building Code: 1, Hossein V. Vahedi Mass.Registration Number 9535 Expiration 2013 being a registered professional Engineer/Architect hereby certify that: I am the Design Professional in Responsible Charge and that I have been responsible for reviewing and coordinating submittal documents prepared by others,including phased submittal items,for compatability with the design of the building and for compliance with the requirements of 780 CMR(Massachusetts State Building Code). In addition,I certify that 1,or my designee,have performed the necessary professional services and were present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the requirements of 780 CMR and the documents approved for the building permit,and was responsible for the following as specified in 780 CMR section 107,most specifically section 107.6.2.2: 1.) 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.) Performed the duties for registered design professionals in Chapter 17. 3.) 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 that the work was performed in a manner consistent with the construction documents and this code for the work completed concerning: i [ ] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [X] Other(specify) Construction Drawings By Atlantis Group, Inc . for the above named project and that the work performed meets the applicable provisions of 780 CMR(8`h edition of the Massachusetts State Building Code),all acceptable engineering practices,and all applicable laws for the proposed project. I believe the work to be complete and I am submitting to the building official a final report/approval document, with a project punch list attached,as to the satisfactory completion and readiness of the project for occupancy. Signature and Seal of registered pr fessional: w,.���,-•w ;;,1,�� r, Ato ris,030- ossein V. Vahedi '�i+0...•••"•;,���.��� \la.wchuwtt.-Dcpanntcul alPublic arcl% Board of Buildin,Re--mlation.and Ntandard. Construction Supervisor License License:CS 70740 CHARLES R WING A 3 PINE NEEDLE LANE •- GEORGETOWN,MA 01833 �..�.vi�,� Ecpunwn: 390120/3 i rHslpi•�MHM! Tm 11345 AORTH TO"- Of No. a. p- LAKE o dover, Mass.,_ Z.-a4z COCMICMEWICK 7� O°SATED BOARD OF HEALTH PERM . IT . T D Food/Kitchen Septic System BUILDING INSPECTOR THISCERTIFIES THAT ......................................................................................................................................... Foundation p buildings on ...................... Rough has permission to erect................................. ..................................... .................... to be occupied as '�'MG1' �f� c- c e��� Chimney .........��.... . ... fF....................................... '............................................................ y provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final 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. e'_ ,t3a Q�.���,d• PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ARTS Rough ................11...... .........................� ............................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. The Commonwealth of Massachusetts Department of Industrial Accidents Ogee of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Ap licant Information Please Print Leyd Eustness/Organlzat ion Name: it:fN��� o�� a�✓s � = Address: City/State/Zip: !N/!•1`l NL>_Fv,t,! A 1260 7 Phone#: 929- P 36 - Are you an employer?Check the appropriate box: Business Type(required): 1.E4 I am a employer with employees(full and/ 5 ® Retail i or part-time).* 6. ❑Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. © Office and/or Sales(incl. real estate,auto.etc.) employees working for me in any capacity. g. ❑Non-profit [No workers' comp. insurance required] 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152,§1(4),and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]* 11 ❑health Care 4.❑ We are a non-profit organization,staffed by volunteers. LL�G oM �✓l with no employees. [No workers' comp. insurance req.] 12•®Other 'Any applicant that checks box#1 must also fall out the section below showing their workers compensation policy information. "If the corporate officers have exempted themselves.but the corporation has other employees,a workers'compensation policy is required and such an organization should check box 41. I ant an employer that is providing workers'compensad on insurance for my employees. Below is the policy information. Insurance Company Name: �U,Ia Insurer's Address: S city/State/Zip: �iN / Z� � ��,// , Policy#or Self-ins.Lie.# 7� 7v �L _ 0� 'Expiration Date: L2041Z__ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGI,c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORD ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify, under the pains and penalties of jury that the information provided above is tr a and correct Signature: Date: Z 1� Phone#: 6 ✓ -3 ' 70S Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#• www.mass.gov/dia i AATE Z* � 3/18/CERTIFICATE OF LIABILITY INSURANCE D/18/�D°�Y2Q11 1 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 pollcy(les)must be endorsed. If SUBROGATION IS WANED,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 endorsemen s. PRODUCER CrGail Conlin Nicholas A. Consoles Insurance Agency, Inc. PHONE AX. X) - 7 Ftto,(978)223-4038 153 Andover Street Ess:QailQconsclesinsurance.cam Unit 208 P 0046499 Danvers MAL 01923 INSURER(SI AFFORDING COVERAGE NIC a INSURED INSURERA;First SPeCiAlty Insurance Co Infinite Solutions, Inc INsuRERe:Safet Insurance C 9454 214 Andover Street RNsuRERc:Torus SpecialtyInsurance Cc Unit 1 INsuRERD;Zurich American Insurance Co [Wilmington INSURER E: 14A 01887 INSURER F: COVERAGES CERTIFICATE NUMBERXaster Cert 2011-2012 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 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, rA TYPE OF INSURANCE lox SUN POLICY EFF POLICY EXP POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES $ 50,000 CLAIMS-MADE a OCCUR IRG971141 /18/2011 /18/2012 MED EXP one S ZXCLUDffi PERSONAL A ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS.COMPIOP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO (Es ardent) 900922 BODILY INJURY(Per penim) $ S ALL OWNED AUTOS /79/2010 /29/x011 BODILY INJURY(Per aaident) $ X SCHEDULED AUTOS X HIRED AUTOS PROPERTY DAMAGE $ (Per accident) X NON-OWNED AUTOS $ i $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 51000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DEDUCTIBLE $ C X RETENTION 10,000 80242BI10ALI /18/7011 /18/2012 $ D WORKERS COMPENSATION WCSTATU- OTH- AND EMPLOYERS'LIABILITY X V[$_ ER ANY PROPRIETORWARTNERID�CUTNE YIN E.L.EACH ACCIDENT $ 11000,00 0 OFFICERMIEMBER EXCLUDED? � N I A (Mandatory In NH) 4578874-00 /20/2011 /20/2012 EL DISEASE-EA EMPLOYEE S 11000,000 8 yes.describe DESCRIPTION OF OPERATIONS below under DESSCRIPTION E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VENICLES(Attach ACORD 101,Additions!Remarks Schaduk,K more space is required) S.A.I. is included as additional insured with respects to the General Liability Coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Site Acquisitions, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. DBA SAI ComInunications 22 Keewaydin Drive AUTHORUEDREPRESENTATWE Salem, NN 03079 Consoles/GAXL ACORD 25(2009109) ®1988.2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD POWERWAVE Dual Broadband Antennas POLARIZATION: Dual linear 145° P65-15-XLH-RR I Dual Broadband Antennas FREQUENCY(MHz): 698-894,1710-2170 HORIZONTAL BEAM WIDTH(*): 65.65 GAIN(d Bi/dBd):14.7/12.6,17.0/14.9 TILT: 0-13,0-9 LENGTH: 51" SPECIFICATIONS*ELECTRICAL Frequency range(MHz) 698-894 1710-2170 Frequency band(MHz) 698-806 806-894 1710-1880 I 1850-1990 I 1900-2170 Gain(dBUdBd) 14/11.9 14.7/12.6 16.4/14.3 16.7/14.6 17.0/14,9 Polarization Dual Linear+/-45 Dual Linear+/-45 Nominal Impedance(R) 50 50 VSWR <1.5:1 <1.5:1 Horizontal beam width,-3 dB(°) 73 I 63 65 ( 61 I 60 Vertical beam width,-3 dlB(°) 17 7.5 Electrical down tilt(°) 0-13 0-9 Side lobe suppression,vertical 1st upper(dB) >14 >20 Isolation between inputs(dB) >30 >30 Inter band Isolation(dB) >40 >40 Tracking,horizontal plane 160°(dB) <2 <2 Vertical beam squint (°) <1.25 <0.5 Front to back ratio(dB)180°130°copolar >25 >28 Front to back ratio(dB)180°130°total power >25 >25 Cross polar discrimination(XPD)0°(dB) >15 >15 Cross polar discrimination(XPD)t60°(dB) >10 >10 IM3,2xTx@43dBm(dBc) <-153 <-153 Power handling,average per input(W) 500 300 Power handling,average total(W) 1000 600 SPECIFICATIONS*MECHANICAL Connector 4 X 7/16 DIN Female,IP67 Connector position Bottom Dimensions,HxWxD,in(mm) 51"x 12"x 6"(1295 x 305 x 152) Mounting Pre-mounted Tilt Brackets Weight,with brackets,lbs(kg) 41(19) Weight,without brackets,lbs(kg) 30(14) Wind load,frontalflateral/rear side 42 m/s Cd=1.0(N) 920 Maximum operational wind speed,mph(m/s) 100(45) Survival wind speed,mph(m/s) 150(67) Lightning protection DC Ground Operating Temperature -40°C to+60°C Radome material PVC,IP55 Packet size,HxWxD,in(mm) 60"x 16"x 10"(1524 x 400 x 255) j Radome colour Light Grey Shipping weight,lbs(kg) 52(24) RET iRET AISGv1.1,MET and AISGv2.0 Brackets 7256.00,7454.00 'AII specifications subject to change without notice.Please contact your Powerwave representative for complete performance data. ANTENNA PATTERNS* I For detailed patterns visit http://www.powerwave.com/rpa/. ©Copyright 2011 Powerwave Technologies,Inc.All rights reserved. Updated:2010-12-03 All specifications are subject to change without notice.Please contact your Powerwave representative for complete performance data. RRUS 11 — Dual PA RRU . Technical Data RBS6000 > Multi standard > RF: WO Watts > Carrier BW: 11f E > Alarms: > Dimensions (withR r � hie_ ), — Width: 17.0 g f x — Height: f — Depth: 7.2 in . — Weight: R lbs (Band — Weight: lbs ; and �" > Temperature: t 351 1 > Cooling: Self convectioln > Power: -48 VDC > Rec. fuse size 20 Amp — Rec. DC cable- ) 6mm2upto 60 ' s > 10 mm2ovr� > Shielded > Power Cons: 200 Watts typ. ©Ericsson Inc 2010 Commercial in confidence Page 1 pA1 2010-05-13 i I COIY11'Y1U111Cc'1, tions is September 28, 2011 SAI Communications 22 Keewaydin Drive Salem, NH 03079 MA3469 North Andover Construction break down SAI Communications is pleased to submit the following labor breakdown for LTE antenna work at MA3469 Stevens Estate. Mobilization (4 man tower crew, 5 days): $5,000.00 Labor to install 3 LTE antennas: $2,000.00 Labor to install Radio heads (3): $3,000.00 Labor to install fiber and coax cable: $2,800.00 Electrical work for DC & Radio installs $2,200.00 Total $15,000.00 If you have any questions or need additional information, please call me at (603) 502-8183 ERICSSON RRUS- 1 1 I/F RBMiWIN s0000 c � � �� � � � pw s SMA cormsports . end Psfud �/ Ira-=Y ,, .:� �%�....� .�'�-_�i ... �.. }.r. .: � ✓��;,ry-�r ,.1; rr� :- �. ;w- ,?.., �" .t M ��._ ...,..�..:'�� y, fw� s � � I r �� �� -,-.r�� r .�'- ., � �� � k����G� ��✓fps � a � f zf YcxD conneCtor -48 V DC Poweir � 1� � � ��x � Mg off" ©Ericsson Inc 2010 Commercial in confidence Page 2 pA1 2010-05-13 "U"""C2 _ 8_ _ DC Surge Suppression Solution The DC2-48-60-0-9E surge protector is designed to provide robust overvoltage 1 surge protection for DC power circuits for S� s today's third and fourth generation distributed architecture radio systems. ' t The DC2-48-60-0-9E provides -48 VDC to Return, and Return to Ground protection for two (2) complete 48 VDC circuits, protecting two radios. u' FEATURES Provides protection for two (2) 48 VDC circuits • Robust DC surge protection of 60 kA 8/20 ps IEC 61643-1 Class II Protection NEMA 4 Rated Enclosure Form C relay contacts • Suppressor status alarm features [263.61 ] 10.38 [26030 1 [159.87 ] 10.25 6.29 1203.20 1 [157.40 1 8.00 6.20 [273.05 1 [26030 ] O [292.10 1 10.75 10.25 11.50 i inches [7.94 1 0 0.313 y (4 Places) Phone 208.777.1166 Toll Free 800.890.2569 Fax 208.777.4466 www.raycapsurgeprotection.com ,fl DC2-48-60-0-9E DC Power Surge Protection Model Number DC248-60-0-9E Protector Type IEC 61643-1 Class II Nominal Operating Voltage 48 VDC Protection Modes -48 V to Return,Return to Ground–2 Circuits Nominal Discharge Current(In) 20 kA 8/20 ps Maximum Discharge Current(Im.)per NEMA I.S-1 60 kA 8/20 ps Maximum Continuous Operating Voltage(U) 75 VAC, 100 VDC Voltage Protection Level(Ud 500 V .- ;tions Suppression Connection Method Compression lug,#14 to#2 AWG Weight 16 lbs Storage Temperature -70°C to+80°C r Operating Temperature -40°C to+80°C Environmental Rating NEMA 4 The Strikesorb modules are fully Recognized to UL 1449 3rd Edition (September 29, 2009) Safety Standard, meeting all intermediate and high current fault requirements to facilitate use in OEM applications. In addition, Strikesorb modules are compliant to the following Surge Protection Device (SPD) Standards: -ANSI/UL 1449 - 3rd Edition -IEEE C62.41 -NEMA LS 1, IEC 61643-1:2005 2nd Edition 2005 : ; " -IEC 61643-12 -EN 61643-11 2002 (Including A11:2007) They are CE labeled accordingly. TOV GS-07F-0435V Certified iO TUV Rheinland ISO 9001.2000 of North A—k. Raycap :nc. 806 W.Clearwater Loop • Post Falls • Idaho • 83854 • USA G02-00-053 REV 031510 Phone 208.777.1166•Toll Free 800.890.2569•Fax 208.777.4466•www.raycapsurgeprotection.com FC12-PC6- 10E Central Fiber Optic & DC Power Connection FEATURES • Provides simplified connectivity and cable management for DC power and fiber optic cables, offering a central point of connectivity • Designed for roof-top installations of Remote Radio Heads (RRH) or Distributed NodeB x: Systems •,, Connects 12 pair of fiber and 6 DC power 4 circuits • Flexible design utilizes a NEMA 4 enclosure, allowing for indoor or outdoor installation on a roof or tower top • Enclosure is rated for -40° C to +80° C � Yl Ci 2 • One 2'/2" input for conduit and three 2" ti` s{ art trs t a outputs for sector distribution m 1e c � e. �t `a [412.61 ] _ [168.70 ] 0 0.313 16.245 6.642 (4 Places) [167.28 ] [355.60 ] 6.586 14.00 0 O [393.70 ] [374.65 ] [355.60 ] Q 15.50 14.75 14.00 O [ m _ [408.89 ] inmche]s 16.10 yca Phone 208.777.1166 To((Free 800.890.2569 Fax 208.777.4466 www.raycapsurgeprotection.com G02-00-054043010 "Wit DCx-48-6U'%-0'h-RM Series DC Surge Suppression Solution The DCx-48-60-0-RM is a 2RU rack-mounted DC surge suppression system for use in multi-circuit, Distributed Antenna Systems. The system will install at the DC power base station to protect Remote Radio Heads from voltage surges and lightning. FEATURES • Flexible and upgradeable design allows for up to 12 " 4 protection circuits. The DCx-48-60-0-RM can start as a 3 � radio protection system. Adding optional module packages ski t allow upgrades to 6, 9 or 12 protection circuits, providing each radio with its own protection circuit. • Blind mate connection results in short lead lengths for best protection, ease of installation, and field service. I System can be"unplugged"with no interruption of DC current. • Slim, 2RU design fits 19"and 23" rack configurations. Mid-mount brackets allow even weight distribution and ease of installation. LED indicators on the face plate, and on individual circuits inside, provide visual indication of suppressor status. • Form 'C' relays allow for remote monitoring of suppressor status. • Patented Strikesorb technology provides over 60 kA of surge current capacity per protection circuit. • Strikesorb suppression modules are fully recognized to UL _ 1449-3rd Edition Safety Standard, meeting all intermediate and high current fault requirements to facilitate use in OEM applications. • Steel handles are conveniently located to allow for ease of inspection and maintenance. L r-- - 16.6 '^' j Ae I Ap 15.5 .. _ No Phone 208.777.1166 Toll Free 800.890.2569 Fax 208.777.4466 www.raycapsurgeprotection.com w w All -48-6U-U-RM Series DC Power Surge Frotection Motel Nul ltaer C 8-60-0- M IAC 860-t-SSM 1 8-60-0-PM Ntatinai C}prating VItage 48 VC 48 VAC 48 V DC Nominal Discharge Current(1) 20 kA 8/20 ps20 kA 8120 ps; 20 kA 8120 ps Maximum Discharge Current(1, )per NEMA LS-1 60 kA 8120 ps 60 kA 8120 ps 60 kA 8/20 ps Maximum Continuous Operating Voltage(U) 75 VI C 75 VDC 75 V1 Voltage Protection Rating 400 V 400 V 400 V I Number of Radios Protected 6 0 12 Please use part number tC;; 48-6€ 0-R U when ordering DC circuit module kit to protect an additional 3 rad/os. i Suppression Connection Method Comtaression tug,#2414 AWG Copper,#2412 Aluminum Storage Terttperatr -70° to�8f)'C Operating Temperature -40°C to+80'C Environmental Rating NEMA 4/IP66 i Strikesorb Module tib ' "Raycap , l DC3-48-60-0-R t3 4� Y 4 Strike-orb 3o•y1 u t-x •..o..� r, SM STANDARDS Strikesorb modules are compliant to the following Surge Protection Device (SPD) Standards: — ANSI/UL 1449 — 3rd Edition — IEE C62.41 — NEMA LS-1, IEC 61643-1:2005 2nd Edition:2005 — IE,C 61643-12 — EN 61643-11:2002 (including A11:2007) _TUV Certified to Tpyghei�land GS-07F-0435V ISO 9001.2000 01 North America am newcao Ar AN Raycap. inc- 806 W.Clearwater Loop Post Falls • Idaho • 83854 • USA REV 010710 Phone 208.777.1166•Toll Free 800.890.2569•Fax 208.777.4466•www.raycapsurgeprotection.com -- i i RBS 6601 Multi-standard main-remote base station „ t �l s 4 � G 1ti t+ '"t1aiC�'.�reKa� s�m a1J,"'a3��F 1 5 C' its a s a The RBS 6601 is a multi-standard main- The RRU is designed to be installed close to an remote solution optimized to deliver high radio antenna, which eliminates feeder loss. The small, performance for a wide range of applications. lightweight units are easily carried to site and The main-remote solution provides the same offer simple and discreet installation where space high-performance network capabilities as macro and access are decisive issues. The main-remote base stations but with lower power consumption RBS 6601 consists of an indoor MU and up to and less site requirements. Together with the twelve outdoor RRU connected to the MU other members of the RBS 6000 family the RBS through optical fiber cables. The MU can be 6601 features full-capability GSM/WCDMA/LTE. installed in any 19-inch rack in a small shelter or Up to twelve Remote Radio Units(RRU) can be equipment room or as shown above in a site connected to a Main Unit (MU)to match any site power system PBC 6200 (together with a MINI- requirements. LINK TN 6p). ERICSSON s Key Features • Multi-standard: GSM, WCDMA and LTE supports Up to twelve RRU can be connected to one MU � � • Can be installed with zero footprint Multiple power output options, up to 60 W/RRU Available for different frequency bands • Supports dual-band configurations Main unit supporting WCDMA • Prepared for HSPA evolution 1 t} RBS 6601 Configurations .. W, Sectors: 1 to 6 sectors , Carriers/TRXs 1 to 4 sectors . Main unit supporting GSM and LTE Output power classes 20, 40 or 60 W per RRU The MU can also be installed in an outdoor site Capacity per MU support cabinet, SSC-01 or an existing base station. GSM 24 TRXs The outdoor RRU can be installed on poles, walls, or in a tower. The RBS 6601 suits medium to large WCDMA 12 cell carriers multi-standard capacity requirements. It supports LTE 3 x 20 MHz(MIMO)dualband multi-standard for both single- and dual-band configurations and supports the most common frequency bands. Mechanical Dimension Main Unit: 19 inch, 1.5 HU up to 10.5 kg Since the hardware is separated into small, RRU: 23 liters, 20 kg lightweight units that can be carried to site, a main-remote solution is perfect for sites where Site Power any disturbance caused by installation work must be kept to a minimum or for locations MU and RRU -48 V DC/100-250 V AC where space or access is limited. Main-remote solutions are also ideal for specifically tailored Transmission coverage, because the highly flexible RRU can E1/T1/J1 be spread over a very large area. The RBS 6601 suits a wide range of applications, e.g.: rooftop Channelized STM-1 sites, metro and tunnel coverage, in-building 100/1000 Base-T Ethernet solutions and highway coverage. The minimal feeder loss reduces the need for Temperature range tower mounted amplifiers, e.g.: TMA, WTMA, Main Unit: +5°C to+50°C or ASC, which reduces capital expenditure. RRU: -40°C to+55°C Ericsson AB SE-164 80 Stockholm 287 01-FGC 101 0571 Rev A www.edcsson.com 0 Copyright Ericsson AB 2009.Al rights reserved I PROJECT INFORMATION SITE TYPE: CO—LOCATION ON ROOFTOP SCOPE WORK: UNMANNED TELECOMMUNICATION FACILITY MODIFICATIONS + SITE ADDRESS: ESS: + 5 BOSTON STREET LATITUDE: NORTH ANDOVER, MA 01845 � N 42' 38' 46" LONGITUDE: JURISDICTION: W 71 05' 38" TOWN OF NORTH ANDOVER, MA CURRENT USE: COMMUNICATIONS FACILITY PROPOSED USE: t&t COMMUNICATIONS FACILITY , NAME OF APPLICANT: 'TY Mobility AT&T MOBILI COCHITUATE ROAD SUI �x SUITES FRAMINGHAM, E: NORTH ANDOVER & ,4 AM, MA 01701 R i SITE NUMBER: MA i 3045 I DRAWING INDEX SITE TYPE: BUILDING � Tol TITLE SHEET REV VICINITY MAP DIRECTIONS: GENERAL NOTES GOl GENERAL NOTES FROM 550 COCHITUATE RD FRAMINGHAM, MA 01701: DEPART RT-30 WEST / COCHITUATE RD TOWARD WHITTIER. MAK A0� 1 TAKE RAMP RIGHT FOR 1-90 EAST / MASS PIKE / MASSACHUSETTS TPKE TOWARD 1-95 / BOSTON. AT EAU—TURN AT SHOPPERS WORLD DR. ROOF PLAN EXIT 14, TAKE RAMP RIGHT FOR I-95 NORTH / RT-128 NORTH TOWARD PORTSMOUTH NH / WALTHAM. AT EXIT 378, TAKE RAMP RIGHT FOR I-93 NORTH TOWARD CONCORD N H. AT EXIT 41, TAKE RAMP 1 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. y RIGHT FOR RT-125 TOWARD ANDOVER / N. ANDOVERO. TURN RIGHT ONTO RT-125 / BALLARDVALE ST. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. A02 DUPLICATION AND USE BY THE GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR EQUIPMENT ROOM PLAN AND DETAILS TURN RIGHT ONTO RT-114 / SALEM TPKE / TURNPIKE ST. KEEP RIGHT ONTO BOSTON ST. ARRIVE AT 2. ' 5 BOSTON ST. LAWFULLY AUTHORIZED REGULATORY AND DEMONSTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. A03 ELEVATION AND ANTENNAS PLAN THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE 1 DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT 11 A04 DETAILS GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. ORE G01 GROUNDING DETAILS & SINGLE LINE DIAGRAM g F % 3. OBCONTSTEANDALL PLANS TOR SHALL VERIFY SHALL IMMEDIATELY NOTIFY AD AT&T RE RESEN ATI CONDITIONS OF N THE Im,r { DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. N A� CALL I BEFORE YOU DIG m 0 01, N CALL TOLL FREE 800—DIG—SAFE I SITE pec Rd LOCATION I UNDERGROUND SERVICE ALERT NORTH ANDOVER PLANNING BOARD -• �Sti 5� • PETITION & PLAN FILED- HEARING DATE• g t 3 d 9 gg f CONDITIONALLY APPROVED- la NORTH ANDOVER "� � FINAL P M ♦A ti1 3 ,,.,, ry LAN REVISION TIL 5 0 N �� 'mac �" s� PLAN ENDORSED` ty GOVERNMENT SERVICES SITE NO.MA3045 - TLANTIS +" 550 TES 1 DATE ROAD G R O U P W "j'• '' `> AT&T MOBILITY SUITES 13 & 14 22 KEEWAYDIN DRIVE 245 COMMERCIAL STREET 1340 Centre Street, Suite 203 =? 10704711 nNAL co FRAMINGHAM, MA 01701 FRAMINGHAM, MA 01701 PORTLAND, IA 04101 5 BOSTON STREET05/17/11 se SM sM SALEM, NH 03079 NORTH ANDOVER, MA 01845 Newton Center, MA 02459 e�S '''�3 RENSED PER COMMENTS PHONE:207—Sg 1-6427 .• •� ��,r.• �" E'^ os/os/11 cc SM SM Office: 617-965-0789j�` Ius "";�� No. DATE +ssuRsoNsFOR � Me sM sM TITLE SHEET Fax: 617-213-5056 •••"•'••• CALF. AS SHOWNDESIGNED BY: SM DRAWN 9Y CHK APP'D SITE NUMBER �� JI�JJ 0 eY: MB MA3045 DRAWING NUMBER REV , T-1 1 GROUNDING NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT GENERAL NOTES THE EXISTING FACILITY'S GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL DESIGNED AND INSTALLED) FOR STRICT CONTRACTOR — COMPLIANCE WITH THE NEC (AS ADOPTED By SAI COMMUNICATIONS THE AHJ), THE SITE—SPECIFIC (UL, LPI, OR SUBCONTRACTOR — GENERAL SUBCONTRACTOR (CONSTRUCTION) APPLY: OWNER — AT&T MOBILITY GENE LIGHTING PROTECTION CODE, AND 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERE GENERAL COMPLIANCE WITH TELCORDIA AND I IIA GROUNDING STANDARDS. THE SUBCONTRACTOR THE CONSTRUCTION DRAWINGS. ANY DI • PRIOR TO THE SUBMISSION OF AISC SPECIFICATIONS. ALL STRUCTURAL STEEL WITH THE BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE NOTED. PIPES SHALL BE SHALL BE ERECTED IN ACCORDANCE WITH SHALL REPORT ANYOR EXISTING CONDITIONS AND TO CONFIRM DIPPED GALVANIZED. TOUCp A53 TYPE E ASTM A36 (Fy=36 ksi) UNLESS OTHERWISE FINDINGS TO PROJECTMANAGEMENT ADVERSE THAT THE WORK CAN BE ACCOMPLISHED ASTSHOWN OPjIARIZE (FY=36 ksi). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT it FOR RESOLUTION. CONTRACTOR. SCREPANCY FOUND SHALL BE BROUGHT TO THE USING q COMPATIBLE ZINC RICH PAINT.ATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL ATTENTION OF 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AN j 2. ALL GROUND ELECTRODE SYS REGULATIONS, AND ORDINANCES. SUBCONTRACTOR g E IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, FOR CONSTRUCTION OF AT&T MOBILITY SITES". TELECOMMUNICATION, RADIO, LIGHTNING LAWS ORDINANCES RULES, D 'GENERAL CONSTRUCTION SERVICES � PROTECTION, AND AC pp PERFORMANCE OF � AND REGULATIONS, AND LAWFUL ORDERSOFAUTHORITY REGARDING THE POWER GESS) SHALL BE ALL WORK THE WORK. NOTICES AND COMPLY WITH ALL 1]• SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO BONDED TOGETHER, AT OR BELOW GRADE, BY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. I TWO OR MORE COPPER BONDING CONDUCTORS. COMPANY SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING COMMENCING ANY WORK. IN ACCORDANCE WITH THE NEC. 4• DRAWINGS PROVIDED HERE ARE NOT TO SCALED PROCEEDING WITH CONSTRUCTION. REGULATIONS. SUBCONTRACTOR I 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 18• THE EXITING CELL IS IN FULL COMMERCIAL OPERATION. ANY C MATERIAL OR I AND ARE INTENDED TO SHOW OUTLINE ONLY. FALL—OF—POTENTIAL RESISTANCE TO EARTH 5• UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHI NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXIST II TESTING (PER IEEE 1100 AND 81) FOR COORDINATED WITH CONTRACTOR. CONSTRUCTION WORK BY SUBCONTRACTOR SHALL GROUND ELECTRODE SYSTEMS. THE APPURTENANCES, qNp LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE TNG EQUIPMENT MUST BE ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LO SUBCONTRACTOR SHALL FURNISH NG MATERIALS, EQUIPMENT, TRAFFIC PERIODS AFTER MIDNIGHT. AND INSTALL SUPPLEMENTAL GROUND 6' "KITTING LIST" SUPPLIED WITH ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY •�E DRAWINGS. 19• SINCE THE CELL SITE IS ACTIVE, ALL SAFETYIONS W ELECTRODES AS NEEDED TO ACHIEVE A TEST THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. RESULT OF 5 OHMS OR LESS. ]• THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN q HIGH LEVELS OF ELECTROMAGNETIC RADIATION. PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS M TO DANGER PERSEN ONAL WORKING AROUND 4• METAL RACEWAY SHALL NOT BE USED AS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR. EXPOSURE MONITORS ARE ADVISED TO BE WORNUIPMENT TO ALERT BE SHUTDOWN PRIOR TO THE NEC REQUIRED EQUIPMENT GROUND ACCORDANCE WITH MANUFACTURER'S ONAL RF CONDUCTOR. S $• IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUB ANY DANGEROUS EXPOSURE LEVELS. { STRANDED COPPER SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CONTRACTOR. 20' APPLICABLE BUILDING CODES: CONDUCTORS WITH GREEN INSULATION, SIZED SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE IN ACCORDANCE WITH THE NEC, 9• SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER q CONTRACTOR STATE, AND LOCAL CODES T ADOPTED PT THE LOCAL AUTHORITY HAVING JURISDICTION SHALL BE FURNISHED AND INSTALLED WITH CABLES AS SHOWN ON THE POWER GROUNDING AND TELCO PLAN DRAWING NATIONAL, THE POWER CIRCUITS TO BTS LOCATION. THE EDITION OF THE EQUIPMENT. EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AND T1 CABLES, GROUNDING AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON (AH FOR THE 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY ACTUAL ROUTING WITH PROJECT MANAGEMENT. CONTRACT AWARD SHALL GOVERN THE DESIGN. SUBCONTRACTOR SHALL UTILIZE MASSACHUSETTS BUILDING CODE: 780 CMR 6TH EDITION THE DATE OF AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE CONNECTED TO 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS WITH GREEN INSULATED SUPPLEMENTAL GROUND BAR LIGHTING CODE: REFER TO ELECTRICAL DRAWINGS EQUIPMENT GROUND WIRES, STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE TO THE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST COPPER OR LARGER FOR INDOOR BTS STRANDED SATISFACTION OF THE OWNER. ENTS, CURBS, LANDSCAPING AND WG STRANDED COPPER FOR OUTDOOR BTS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL AMERICAN CONCRETE INSTITUTE (ACI) 31g� E EDITION OF THE FOLLOWING STANDARDS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL OWNER'S OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REMOVED SHALL BE RETURNEDREQUIREMENTS FOR STRUCTURAL CONCRETE. BUILDING CODE GROUNDING CONNECTIONS BELOW GRADE. OWNER'S DESIGNATED LOCATION. SCRAP MATERIALS SUCH AS COAXIAL CABLES 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED 13• ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AME MANUAL OF STEEL CONSTRUCTION, ASD, ON ALL COMPRESSION AND BOLTED GROUND NINTH EDITION; CONNECTIONS. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR—ENT TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—F, STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITHACI INSTITUTE (ACI 301. STRUCTURAL STANDARDS FOR STEEL 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE RAINED AND SHALL HAVE 4000 PSI ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; BRIDGE AND THE TOWER GROUND BAR. ACI 318 CODE REQUIREMENTS. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. REFER 9. ALUMINUM CONDUCTOR STEEL CONDUCTOR SHALL LL COPPER CLAD FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING ATERIAL, METHODS NOT BE USED FOR OF CONSTRUCTION, OR OTHER GROUNDING CONNECTIONS. THERE IS CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE REQUIREMENT SHALL GOVERN. A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC J 10• MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SHLL BE BONDEDTHE GROUNDTRING,AN ACCORDANCEIWITHH THE 1 NEC. 11. METAL CONDUIT SHALL BE MADE j ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. ABBREVIATIONS 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF AGL ABOVE GROUND LEVEL )i IN. OR GREATER ELECTRICALLY CONDUCTIVEG.C• GENERAL CONTRACTOR REINFORCING STEEL MUST HAVE IT BONDED AWC AMERICAN WIRE GAUGE RF RADIO FREQUENCY TO THE GROUND RING USING AN EXOTHERMIC MGB MASTER GROUND BUS WELD CONNECTION USING BCW ARE COPPER WIRE TINNED COPPER GROUND WIRE,SOLID NEC 250.50BTS BASMIN MINIMUM E TRANSCEIVER STATION (P) PROPOSED TBD TO BE DETERMINED (E) EXISTING TBR TO BE REMOVED N.T.S. NOT TO SCALE EG EQUIPMENT GROUND TO TO BE REMOVED EGR REF REFERENCE AND REPLACED V V� NORTH ANDOVER ��.C'ri( i:�* arm. EQUIPMENT GROUND RING REQ. TYP T L S O REQUIRED TYPICAL Mobility : •����� • °, > N .' f r_C• t .A 60VERCIAi SERVICES SITE NO.MA3045 . TLA � 550 COCHITUATE ROAD NTIS SUITES 13 & 14 FRAMINGHAM, 22 KEEWAYDIN DRIVE 245 COMMERCIAL STREET G ROUP A�, C o r a MA 01701 5 BOSTON t to/oa/tt AT&T MOBILITY SALEM, NH 03079 PORTLAND, ME 04101 STREET 1340 Centre Street, Suite 203 � eQ.9�° o Fl"I^�Co FRAMINGHAM PHONE:207-5g 1-642] NORTH ANDOVER, MA 01845 Newton Center, MA 02458 � ,i rl�`� ` r °o os/t�/t t REVISED PER se sM sM , MA 01701 Office; 61]— COMMENTS GC SM SM . 965-07$8 � j� "u ,^°�w A 05/05/11 ISSUED FDR REVIEW FOX: 617-213-5056 'r,� fir" ...`.. �c,�` NO. DATE MB SM sM NOTES • � REVISIONS i �1F • ` SHOWN By CHK APP'D GENERAL SlIE NUMBER i 'rf! I I i t S ti�' DESIGNED BY: SM DRAWN BY: MB DRAWING NUMBER MA3045 R1 fJ( 9(( GN-1 1 (E)BUILDING ROOF (1)(E)ANTENNA TO REMAIN (P)SURGE ARRESTOR ON UNISTRUTS (E)POWER ROOM IN ATTACHED TO EXISTING ANTENNA FRAME GROUND FLOOR (1)(E)ANTENNA TO RELOCATED TO THIS NOR77{ ( LOCATION u¢ E)4'HIGH PARAPET WALL �a0x1V`n�� I (Z)(P)RRHs ON UNISTRUTS ATTACHED TO EXISTING ANTENNA FRAME Z I I (1)PROPOSED P65-17-XLH-RR ANTENNA ON(E)PIPE ATTACHED TO EXISTING ANTENNA FRAME I I I i (P) SECTOR B I / 180• (P) SECTOR A 60' (1)PROPOSED P65.17-XLH•RR ANTENNA \ i ON(E)PIPE ATTACHED TO EXISTING ANTENNA FRAME - (E)EQUIPMENT ROOM IN 1 (Zl(P)RRHs TO THE 3rd FLOOR (E)SELF SUPPORT /` A-2 � BE ATTACHED --- TOWER I TO EXISTING ANTENNA FRAME (1)(E)ANTENNA TO RELOCATED TO THIS — LOCATION ` (E)ROOF HATCH I �.--- (P)FIBER POWER CONNECTOR s (P)SURGE ARRESTOR ON UNISTRUTS ATTACHED TO EXISTING ANTENNA FRAMFRAME (E)&(P)CABLES ON UNISTRUTS J ATTACHED TO FACE OF BUILDING WALL (1)(E)ANTENNA TO REMAIN _/—'(P)FIBER AND DC CABLES IN 7'FLEX ON V UNISTRUTS ATTACHED TO FACE OF BUILDING WALL (E)GPS ANTENNA _ A TO (P)GPS ANTENNA ATTACHED TO (1)(E)ANTENNREMAIN A-4 (E)STEEL HANDRAIL ( (P)SURGE ARRESTOR ON UNISTRUTS PROPOSED AND EXISTING GPS)MIN.SEPARATION BETWEEN ATTACHED TO EXISTING ANTENNA FRAME PR (P) SECTOR C LOCAT HENNA TO RELOCATED TO THIS zea (2)(P)RRHs ON UNISTRUTS ATTACHED TO EXISTING ANTENNA FRAME (1)PROPOSED P65-17-XLH-RR ANTENNA ON(E)PIPE ATTACHED TO EXISTING ANTENNA FRAME GRAVEL ACCESS ROAD ROOF PLAN NORTH ANDOVER PLANNING BOARD SCALE: 1'=10D'-0•(11a17) 1 PETITION & P 5 5 10 15 A-1 LAN FILED - 10 ac aogt191►��r6J HEARING DATE CONDITIONALLY APPROVED- NORTH ANDOVER `�R° '• L S O �• i • FINAL PLAN REVISION MOblllty TI -'r ;u,Es�"` •••• a A PLAN ENDORSED GOVERNMENT SERVICES SITE NO.MA3045 - TLANTIS 550 COCHITUATE ROAD G R ;,;r;= AT&T MOBILITY SUITES 13 & 14 (� V P J: 22 KEEWAYDIN DRIVE 245 COMMERCIAL STREET p `1 1 70/04/11 FRAMINGHAM FRAMINGHAM, MA 01701 PORT 5 BOSTON STREET 1340 Centre Street, Suite nNAL cD se sM sM , MA 01701 SALEM, NH 03079 LAND, ME D4101 NORTH ANDOVER, 203 ' 5 �;$ o Os/17/I1 PHONE:207-591-6427 MA 01845 Newton Center, MA 02459 c m REVISED PER COMMENTS cc sM sM Office: 617-965-0788 y �u� •+` � A 05/Os/11 ISSUED FOR REVIEW ROOF PLAN Fax: 617-213-5056 �O l� • ' ...,. ���� NO. DATE REVISIONS MB SM SM ' yQ n•• � �� CALEa AS SHOWN BY CHK APP'D ,NUMBER DESIGNED BY: SM DRAWN BY: MBMAN 0RAM1Nc NUMBER MANI Rh A-1 1 I �pµo'N7'v (E) BUILDING A' ENTRY(E) CABLE PORT E} BUILDING I Z 1 ENTRY Y PORT " (P) FIBER TRUNK ® ® O ® P AND DC CABLES ! A ---(P) FIBER TRUNK SECTION A AND DC CABLES i ELN i CABLE ENTRY PORT DETAIL SCALE: N.T.S. 2 ERICSSON –(E)TELCO BOARD 3260 ----- ----- (E) I CABINET -- NOKIA ----- 1900 (E)HVAC UNITS — (E)MICROWAVE I RACKS I JI RAYCAP DCX-48-60-0–RM OR APPROVED EQUAL I I I (E) I�r--� 7' RBS 6601 MU OR I BATTERY LINEAGE (E) I APPROVED EQUAL O RACK 0 2000 BTS (E) I o CABINET CABINET NOKIA I I Q — 1900 _ T � ��.._... (E)HALON PANEL , I (E)A/C PANEL I3 (P)23"RACK IN ..........._.......... A-2 (E)EQUIPMENT ROOM (E)CABLE ENTRY PORT (P)FIBER TRUNK, DC CABLES AND 1/2"GPS COAX EQUIPMENT ROOM PLAN SCALE: 2 1ta•=1'-U^(11x17) CRATSWORTH PRODUCTS 23• 2 4 6 A_2 RACK OR APPROVED EQUAL 23" RACK DETAIL NORTH ANDOVER PLANNING BOARD SCALE: N.T.S. 3 PETITION & PLAN FILED- A-2° A-2 HEARING DATE. T ' ` � O � NORTH ANDOVER •� �j� CONDITIONALLY APPROVED, •,c-g a(w. FINAL PLAN REVISION. Mobility GOVERNMENT SERVICES �'�' �"!``*t PLAN ENDORSED 550 COCHITUATE ROAD SITE NO.MA3045 . TLANTIS �� • '� z+. cT° SUITES 13 & 14 245 COMMERCIAL STREET GROUP /�`'��c AT&T MOBILITY FRAMINGHAM, MA 01701 22 KEEWAYDIN DRIVE 1340 Centre Street, Suite 203 ��•t �{ r I 10�o4�1t SALEM, NH 03079 PORTLAND, ME 04101 5 BOSTON STREET /0, 'r• FINAL CD FRAMINGHAM, MA 01701 PHONE:207— NORTH ANDOVER, Newton Center, MA 02458 or Se sM sM 591-6427 MA 01845 c+� o os/I7,�t REVISED PER COMMENTS Office: 617-965-0789 �'•, �i/p 7ci ,, •^� A 05/05/11 GC sM sM " '� FrOn` ISSUED FOR REVIEW EQUIPMENT ROOM P FOx: 617-213-5056 / 6y1� "Y J�`� "O' DAiE REVISIONS MB SM SM LAN & DETAILS O CALE: AS SHOWN BY CHK APP'D // P,II(3J3 DESIGNED BY: SM SITE NUMBER 1(1(te��R� DRgWN BY: MB MA3045 DRAWING NUMBER REV A-2 1 TOP OF E TOWER 150't AGL (E)ANTENNAS BY OTHERS 140 t AGL (E) SECTOR 8 Y (E)ANTENNAS BY OTHERS hPpROX��� 13&1-AGL i Z I i (2)(E)ANTENNA Y (E)ANTENNAS BY OTHERS (E) SECTOR A 120 t AGL 30' 1 l/— (P)GPS ANTENNA ATTACHED TO 5 (E)STEEL HANDRAIL A-4 00'MIN.SEPARATION BETWEEN E ANTENNAS BY OTHERS PROPOSED AND EXISTING GPS) / 95't AGL --- - (1)PROPOSED P65.17-XL (2)(E)ANTENNA �/ (E)GPS ANTENNA 70P OF(E)BUILDING ON(E)PIH•PE ATTACHED TO EXISTING NA Y 94t AGL ANTENNA FRAME Y IEI RMF BUILDING UtytL (1)(E)A (2)(E)ANTENNA 90t AGL .-.-��'"--- ANTENNA TO RELOCATED TOTHIS LOCATION (E)(E)GPS ANTENNA EXISTING ANTENNA PLAN I SECTOR c CENTER OF(p)g(E)ANTENNAS 1 ""- SCALE: N.T.S. Z SECTOR ALPHA&GAMMA I (1)(E)ANTENNA TO REMAIN 0 I 82t AGL I (1)(E)ANTENNA TO REMAIN i ENTER F P $URGE ARREST R I J -- (P)SURGE ARRESTOR ON UNISTgUTS Z (P)SURGE ARRESTOR ON UNISTRUTS ATTACHED TO EXISTING ANTENNA FRAME A-4 ATTACHED TO EXISTING ANTENNA v � FRAME 1 (2)(P)RRHs ON UNISTRUTS ATTACHED (2)NEW RRHs ON UNISTRUTS ATTACHED CENTER OF(P)g(E)ANTENNAS TO EXISTING ANTENNA FRAME (SECTOR BE I (P)FIBER POWER CONNECTOR 8 TO EXISTING ANTENNA FRAME(1)(E)ANTENNA TO RELOCATED TO THIS 68t AGL "I A^4 LOCATION CENTER OF(P)SURGE ARRESTOR � ��® 1 (1)PROPOSED P6S17. (E) SECTOR BI I (1)PROPOSED P65.17.XLH- 68't AGL I ON(E)PIPE ATTACHED TO EXISTING NA RR ANTENNA I ON(E)PIPE ATTACHED TO EXISTING ANTENNA FRAME I ANTENNA FRAME (E)ANTENNAS BY OTHERS (P) SECTOR A l (P) SECTOR B I (P)FIBER,DC CABLES AND I 112"GPS COAX IN 2"FLEX ON (1)PROPOSED P6&17-XLH-RRI UNISTRUTS ATTACHED TO FACE ON(E)PIPE ATTACHED TO (E)ANTENNAS BY OTHERS OF BUILDING WALL EXISTING .� / 1 ANTENNA FRAME I (E) SECTOR A I (P)FIBER AND DC CABLES I (E)ANTENNAS BY OTHERS (2)(P)RRHs TO BE ATTACHED ---- 30 I IN 2"FLEX ON @- TO EXISTING ANTENNA FRAME I UNISTRUTS ATTACHED TO FACE j (1)(E)ANTENNA TO RELOCATED TO THIS I OF BUILDING WALL I ' _419LOCATK)N J )`.._.-�---- (P)FIBER POWER CONNECTOR I 1 (E) SECTOR C O I ATTACHED ARRESTOR ON UNISTRUTS 270' I .may® (E)EQUIPMENT ROOM IN 1 ATTACHED TO EXISTING ANTENNA FRAME THE 3rd FLOOR _ -- o C. � (1)(E)ANTENNA TO REMAIN ...._ (1)(E)ANTENNA TO REMAIN - (P)SURGE ARRESTOR ON UNISTRUTS A-4 (P)23"RACK IN ATTACHED TO EXISTING ANTENNA FRAME (E)EQUIPMENT ROOM 3 (P)GPS ANTENNA ATTACHED TO A•2 (1)(E)ANTENNA TO RELOCATED TO THIS L – (E)STEEL HANDRAIL LOCATION (10'MIN.SEPARATION BETWEEN ® PROPOSED AND EXISTING GpS) (2)NEW RRHs ON UNISTRUTS ATTACHED TO EXISTING ANTENNA FRAME (P) 229 roR C (1)PROPOSED P65-17.XLH-RR ANTENNA ON(E)PIPE ATTACHED TO (E)STEEL PIPE EXISTINGANTENNA FRAME PROPOSED ANTENNA PLAN WEST SCALE: N.T.S. 3 ELEVATION NORTH ANDOVER PLANNING BOARD A-3 E GROUND LEVEL SCALE: vfe'=f'-0'(ffxf7T � DtAGL 8 016 P&ON A-3 PETITION 6 24 ,y11�ga) LAN FILED• _ HEARING DATE. M�8(� �� `�`{` .....�A�s r'` CONDITIONALLY APPROVED NORTH ANDOVER "� ^c' '"' TIL 5 O N �` FINAL PLAN REVISION- Mobility .. � .���� �;�'•° z�;��, 6ovERNMENT SERVICES SITE NO. MA3045 . TLANTIS PLAN ENDORSED 550 COCHITUATE ROAD SUITES 13 & 14 G R AT&T MOBILITY 22 KEEWAYDIN DRIVE 245 COMMERCIAL STREET w 1' ' O` '�'' ° "% FRASUl S M, MA 14 1 PORTLAND, 5 BOSTON STREET 1340 Centre StrUeet`Suite • DO")`��/� = f fo7o47f f RNAL co FRAMINGHAM, MA 01701 SALEM, NH 03079 ME 04101 NORTH ANDOVER, 203 r)vS �,,�" o os/177ff se SM SM PHONE:207-591_6427 MA 01845 Newton Center, MA p2459 REVISED PER COMMENTS Ofsce: 617-965-0789 �A.^''' . ..••' �` ` A os7os/tf cc SM SM ELEVATION Fox: 617-213-5056 ` ` ISSUED FOR REVIEW �'i �irt '�`' d `3u 4 F NO• DATE REVISIONS MB sM SM AND ANTENNAS PLAN SLE AS SHOWN BY CHK APP'D s0E NUMem DESIGNED BY: SM DRAWN By. MB DRANNO NUMBER MA3045 REV A-3 1 I I ROOF BUILDING LEVEL I I I i I I i I I (E) ANTENNA MOUG PIPE ATTACHEDNTINTO i (E) ANTENNA FRAME i ANTENNA SUPPORT I I PIPE (SEE NOTE 1) (P) ANTENNA (E) GPS ANTENNA NOTES: (P) ANTENNA, (TYP) I (1) (E) ANTENNA TO RELOCATED TO THIS (t�j) ANTENNA TO REMAIN MODEL �( 1. REFER TO RF CONFIGURATION & (SEE NOTE 1) ( ) SECTOR SCHEMATICS FOR TOR ION 2E EXISTING CONDIQUIRED PER TIONAPPROVEDS OR FINAL I SELECTION MAYREQUIRENEW PIPE MOUNT I (P) RET CABLE (SEE NOTE 1) 1 I P ( 2 PER SECTOR)---4 - ' I (P) JUMPER CABLES O RRH lYP _�--------""-' + (SEE NOTE 1) ON UNISTRUTS ATTACHED TO ANTENNA MOUNT DETAIL (E) ANTENNA MOUNTING PIPES (P) SURGE ARRESTOR ON UNISTRUTS ATTACHED TO (E) ANTENNA MOUNTING PIPES SCALE: N.T.S. (TYP 1 PER SECTOR) (P) UNISTRUTS ATTACHED To I (E)ANTENNA MOUNTING PIPES II —� I (E) BUILDING EXTERIOR i RRH & SURGE ARRESTOR DETAIL 2 SCALE: N.T.S. A-4 /� fI 10 3/8' (P) SURGE ARRESTOR NOTE-1: �'� ' \ �I DC2RAYC48 6AP 0Do`9E ANTENNA (6) REQUIRED, ��0`\ (P) 1 5/B' ERI PER SECTOR \/7 (P) UNISATTACHED o `a UNISTRUT(TYP) OR RRUSQU ATTACHED TO n MOUNTING MAST OR APPROVED EQUAL 1 1/4' 0 SCH. 40 REFER E FINAL o •%PJ ^\ I'�'--16 1/4- (P) /4- I APPROVED REDS h I (P) U-BOLT o (E) ANTENNA MOUNTING PIPE I OQ N O d w v,(E) ANTENNA MOUNTING PIPE (P) U-BOLT(Typ) BOLTS of ERI REMOTE P2-48 MODELS P OF 2) cnRRUS-11. MODELO HEAD U-BOLTSRRUS-11, SEE NO�E-1 DC2-46-60-0-9E GRRRH DETAIL (TYP OF 2) s SURGE MODEL, SCALE: N.T.B. ARRESTOR (E) STEEL HANDRAIL ZrF pgT' A-a R DETAIL 4 SALE: N.T.S. GPS MOUNTING DETAIL FIBER/POWER A-4 5 SCALE: N.T.S. A-4 CONNECTION DETAIL,/ 6SCALE: N.T.S. A-4 ■`nYA/_ � NORTH ANDOVER � '�5 • I� � TIL -90N R r ,°•• r IVIOblllt�/ 60VERNMENT SERVI[Es SITE NO. MA3p45 TLgNT _ 550 COCHITUATE ROAD IS y �/O SUITES 13 & 14 22 KEEWAYDIN DRIVE 245 COMMERCIAL STREET GROUP "' ''� . eoG`°''� "a AT&T MOBILITY FRAMINGHAM, MA 01701 PORTLAND, 5 BOSTON STREET 1340 Centre � t to/o4/tt FRAMINGHAM, MA 01701 SALEM, NH 03079 ME 04101 Street, Suite 2p3�•�,�'• ,�ga Tt+A! •:•�.:"� nNAL cD PHONE:207— NORTH ANDOVER, MA 01845 Newton Center, MA 02459 F` °•• I°'"• Gf� e o os/t�/1t REVISED PER COMMENTS sB sM sM 591-6427 Office: 617-965-0789 ✓�fid' ° ••••••''•t'�,�� A Ds/os/tt cc sM ISSUED FOR REVIEW sM Fax: 617-213-5056 i�ry�Q�'rR��w@ \\` NO. DATE MB SM SM DETAILS � �!S, REVISIONS BY CHK App'p ' CAIE: AS SHOWN DESIGNED BY: SM SUE NUMBER DRAWN BY: MB MA3045 DRAWING NUMBER BEV A-4 1 I STAINLESS STEEL EACH GROUND CONDUCTOR TERMINATION ON ANY GROUND BAR HARDWARE SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END TWO HOLE COPPER THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. COMPRESSION TERMINAL P ANTENNA-1 P ANTENNA-2 P ANTI?INA-3 SECTION 'P" - SURGE PRODUCERS GROUND CABLE CABLE ENTRY PORTS (HATCH PLATES) (}`2) GENERATOR FRAMEWORK 91F AVAILABLE) (J2) TELCO GROUND BAR GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (b2) +24V POWER SUPPLY RETURN BAR (#2) A -48V POWER SUPPLY RETURN BAR (/2) ELEVATION A RECTIFIER FRAMES. SECTION "A" - SURGE ABSORBERS P) 1/2"0 COAX STAR WASHER (TYP.) FLAT WASHER (TYP.) INTERIOR GROUND RING ( 2) RET R� RET CABLE RET RET RET�� RET RET JUMPERS (25'-0" �^3/8'x1 1/4" HEX BOLT MAX L.ENGTH),TYP. EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (/2) 2 METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) NUT(TYP.) BUILDING STEEL (IF AVAILABLE) (12) 3 NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS REMOTE RADIO REMOTE REMOTE RADIO REMOTE REMOTE RADIO REMOTE GROUND BAR NO. REQ. PART No. DESCRIPTION 5 HEAD RADIO HEAD HEAD RADIO HEAD HEAD RADIO HEAD EXPOSED BARE COPPER TO BE Ll L_j KEPT TO ABSOLUTE MINIMUM, NO Ot 1 HLGB-0420—IS SOLID GND. BAR (20"x4'x1/4") 1 p p 4 GROUND CABLE INSULATION ALLOWED WITHIN THE 2 2 WALL MTG. BRKT 0 O COMPRESSION TERMINAL(TYPICAL) O P RAYCAP FIBER (1)PER RRH) TYP. NOTE.DC BECTON"A-A" O3 2 INSULATORS u o u G A 7 p p 1 1 1 (P) SURGE ARRESTO ( ) O 4 5/8"-11'x1" H.H.C.S. ®p p (DCB-48-60-0-9E POWER CONNECTOR 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. (1 PQZ SECTOR JUNCTION BOX MODEL/ 1) PAIR FIBER O 4 5/B" LOCKWASHER 3 TOTAL) FC12—PC6-1OE 1 PER RRH) TYP. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. (TOTAL OF 1) 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. GROUND BAR PLATE (TYP) 3 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG COONECTION SCALE:N.T.S. G-1 (P) SURGE ARRESTOR (P) FIB SHALL NOT BE PLACED TYPICAL GROUND BAR CONNECTIONS,TYP. A MAXIMUM DISTANCE OF CA A (2) PMR DcBLES & (2) PMRR FIBER I 15' FROM ANYONE MECHANICAL CONNECTION DETAIL —2 BP REMOTE RADIO HEAD SCALE:N.T.S. G-1 REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTING (P) 23' RACK (P) (2) DC POWER CABLES ANTENNA MOUNTING PIPE (TYP) TENNA (P) 12 PAIR FIBER RACK SUR PGE ROTECTTIMOUNON SEEM FROM TO TRANSMIT ANTENNA (P) RACK MOUNTED (DCS-48-60—RM) ANTENNA ERICSSON RBS 6601 #6 AWG ONE LINE PLUMBING DIAGRAM TY/RX GROUND WIRE SCALE: N.T.S. G-1 WEATHERPROOFING JUMPER REQUIRED ON L KIT (TYP). WHEN 1-1/4"0 AND LARGER STANDARD ANDREW Y2" 0 COAXIAL GROUND KIT (TYP.) ANDREW CONNECTOR JUMPER CABLE ANTENNA COAX RRH GND SURGE ARRESTOR WEATHERPROOFING CND KIT KR GND KR KIT (TYP.) ANTENNA CABLE TO COAX PO CABLE TRAY (TYP.) N6 AWG GND BAR GND BAR GND BAR GND KR COAX PORI GND KIT GROUND WIRE COAXIAL CABLE EQUIPMENT COAX GROUND KIT DIN CONNECTOR RACK GND KR FROM ANTENNA RBS 6601 FRAME SUPPORT - CIGBE GROUND BAR COAXIAL CABLE eeoo UPPER GROUND eoo GND KR MOUNTED NEAR/BELOW •���:•• GROUNDING KIT BAR AT ANTENNA GROUND BAR 0 SURGE ANTENNA TO NEXT GROUND BAR (TYP.) GROUND LEVEL SHELTER PROTECTIQN #2 AWG BCW 2 AWG BCW BONDED #2 AWG BARE BAR AT E) BONDING SYSTEM GND KR TO GROUND WIRE COPPER GROUND ANTENNA GROUND BAR BUILDING JUMPER EXTERIOR CIGB/MGB WIRE TO EQUIPMENT GROUND BAR NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND GROUNDING NOTES AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE (ALL GROUNDING SHALL BE DONE IN ACCORDANCE WITH THE AT&T MOBILITY GROUNDING GUIDE CONNECTION OF GROUND WIRES TYPICAL ANTENNA oEXOTHERMICIAL^° D> QR TO GROUNDING BAR(CIGBE) r5 GROUNDING DETAIL 6 scALE:N.T.s G-1 SCALE:N.T.B, G-1 ONE LINE GROUNDING DIAGRAM �) �`j11"7?BAgd SCALE: N.T.S. NORTH ANDOVER `��.��j� t`! '• AT&T MOBILITY �Q�� TIL 5 0 Nt, TLANTIS ' �•� '1 r FRAMINGHAM, MA 01701 VVt� ca a SITE NO. MA3045 GROUP =' ' �• iZ ; 1 10/ FINAL CO SB SM SM GOVERNMENT SERVICES j�' J , I- p �05/147/11 REVISED PER COMMENTS GC SM sM Mobility 1340 Centre Street, Suite 203 % : �`� �. GROUNDING,ONE-LINE DIAGRAM&DETAILS 550COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 � Rna ISSUED FOR REVIEW MB sM SM5 BOSTON STREET cas (� N0. REVISIONS BY CHK APP'D 91E NUMBER DRAWING NUNLILR REV SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 NORTH ANDOVER, MA 01845 Office: 617-965-0789 �. 'ir( ••••. •' �,2 a FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 °s /'(?r e,ss,�@' �r SCALE, As sHowN DESIGNED BY: SM DRAWN BY: MB MA3045 G-1 1 A'ILEIt11�