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0 CAIN RD - 488 R HIGHLAND AVE - BUILDING INSPECTION C� r CP I ur The Commonwealth oflMW811F u'se`t`ts�dICES Department of Public Safety Massachusetts State Building C t�7 �Nvq A 10� 2 Building Permit Application for any Building other an a ne-or Two-Family Dwelling ' ^ (This Section For Official Use Only) Ll , Building Permit Number: Date Applied: Building Official: I SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) _ r� 0 CAIN ROAD/488 Rear Highland Ave Salem 01970 No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other Specify:existing wireless facility upgrade Are building plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ Nolor Brief Description of Proposed Work: Install auxiliary equipment on existing tower. please see. plans. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Utility Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) N/A Total Area(sq.ft.)and Total Height(ft.) Tower existing 170' no chang no change SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ 1 H: High Hazard H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R4❑ S: Storage Sl ❑ S-2❑ U: Utility4v I Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA O IB ❑ IIA ❑ IIB ❑ IIIA O IIIB ❑ 1 IV O 1 VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: A trench will not Public❑ Check if outside Flood Zone 11 Indicate municipal EIrequired�or trench Licensedh or specify:DisposalSite11o debris NPrrivate 11or indentify Zone: NYA on site system❑ permit is enclosed❑ all will be removed by the cont ctor Railroad right-of-way: Hazards to Air Navigation: n9A Historic Connmssmn Review Process: Not Applicable 40 Is Structure within airport approach area? Is their review completed? —Or Consentto Build enclosed❑ - Yes❑ or No❑ — - - Yes❑ No-o N/A - — SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY -Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner American Tower Corp. 116 Huntington Ave, 11th Floor, Boston, MA 02116 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Ana Semashka 27 Northwestern Drive Salem NH 03079 Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control Derek J. Creaser 978 - 557 -5553 info@hudsondesigngroupllc.co n 49195 Name(Registrant) Telephone No. e-mail address Registration Number 1600 Osgood Lndg, Bldg 20N, Suite 3090 North Andover MA 01845 PE 06/30/16 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Site Acquisitions Inc Company Name Keith Barnard CS-104639 Name of Person Responsible for Construction License No. and Type if Applicable 27 Northwestern Dr Salem NH 03079 Street Address City/Town State Zip 603421 0470 Telephone No.(business) Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§ 25C(6)) A Workers Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of theJ' suance of the building permit. Is a signed Affidavit submitted with this application? Yes$ No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor 60'000 and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ Building Permit Fee=Total Construction Cost x 11 (Insert here 2.Electrical $ appropriate municipal factor)=$660--. 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Cit of Salem Enclose check payable to Y 6.Total Cost $ 60 000.00 (contact municipality)and write check number here 51732 SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Ana Semashka Agent AT&T 617 -851 - 6234 Please print and sign name Title Telephone No. Date 27 Northwestern Drive Salem NH 03079 Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: Name Date 27 Northwestern Drive,Salem,NH 03079•603-421-0470(Office)•603-893-1104(Fax) December 1, 2015 City of Salem Inspectional Services 120 Washington Street 3rd Floor Salem, MA 01970 RE: MA3057—488 Highland Avenue Rear,Salem, MA To Whom It May Concern, New Cingular Wireless/ATT Mobility currently has antennas and equipment at this location.We would like to apply for a Building Permit for this site. Enclosed please find: • Completed Building Permit Application • Letter of Authorization from American Tower • Contractor License • Workman's comp and Liability Insurance • 1 Wet Stamped CCA • 1 Wet Stamped 11X17 plans • Mounts Structural • Check for fees • There is no debris from construction all will be removed by the contractor Please let me know if there is any additional information that you need in order to process our building permit request. If everything is in order can you please return the permit to me in the enclosed envelope? Thank you in advance for your help, Ana Semashka SAI Communications, Inc. 27 Northwestern Drive Salem, NH 03079 (617)851-6234 Ana.Semashka@SAI-Comm.com The Commonwealth of Massachusetts w � 1 Department of Public Safety A� Massachusetts State Building Code(780 CMR) Building Permit Application to Construct,Repair,Renovate or Demolish any Building other than a One- or Two-Family Dwelling Code and Other Requirements for Building Permits The Department of Public Safety has issued these building permit application forms so that municipalities across the state can move toward use of a single permit form and consistent permit application process. The MA State Building Code specifies the requirements of building permits and the applicant is advised to review and be familiar with these requirements in order to avoid some of the common permit application problems. Likewise the applicant should be aware that some municipalities require that the owner confirm, even prior to acceptance of the building permit application, that no outstanding property taxes,water fees, etc.exist. Filing Instructions 1.Please contact the city or town where the work will be done to ensure that the city or town will accept this application form and if any additional information is required, and obtain the correct mailing address. After doing so, print the application, fill in completely and then submit to the local city or town where the work will be done. 2.All applications shall be considered complete and will be reviewed if construction documents, specifications, fee, and other materials that may be required as indicated in the Building Permit Application are included with the application. 3.Please include a check for the Building Permit fee. The fee may be calculated using the information to be supplied in section 12 of the Building Permit Application. The check is to be made payable to the local city or town where the work will be done. Appendix 1 N/A For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location(Please indicate Block # and Lot# for locations for which a street address is not available) No.and Street City/Town Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit .application. Checklist for Construction Documents* Mark"x'where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural x 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing include local connections 9 Gas Natural,Propane,Medical or other 10 Surveyed Site Plan tilities,Wetland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investiation 16 Energy Conservation Report 17 Architectural Access Review 521 CMR 18 Workers Compensation Insurance X 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information Derek J. Creaser 978 _557 _ 5553 info@hudsondesigngroupllc.carr 49195 Registration Number Name(Registrant) Telephone No. e-mail address PE 6/30/16 1600 Osgood Lndg, Bldg 20N, Suite 3090 North Andover MA 01845 Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State 1p Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State ZDiscipline Expiration Date i A AMERICAN TOWER * COR VOR AT I ON LETTER OF AUTHORIZATION ATC SITE#/NAME: 305035/Salem MA 8 SITE ADDRESS: 488 Highland Avenue Rear,Salem, MA LICENSEE: New Cingular Wireless PCS, LLC d/b/a AT&T Mobility 1, Margaret Robinson, Senior Counsel for American Tower*, owner of the tower facility located at the address identified above (the "Tower Facility"), do hereby authorize New Cingular Wireless PCS, LLC its successors and assigns, and/or its agent, (collectively, the "Licensee") to act as American Tower's non-exclusive agent for the sole purpose of filing and consummating any land-use or building permit application(s) as may be required by the applicable permitting authorities for Licensee's telecommunications' installation. We understand that this application may be denied, modified or approved with conditions. The above authorization is limited to the acceptance by Licensee only of conditions related to Licensee's installation and any such conditions of approval or modifications will be Licensee's sole responsibility. Signature: AOL�_ Print Name: Margaret Robinson Senior Counsel American Tower* NOTARY BLOCK Commonwealth of MASSACHUSETTS County of Middlesex This instrument was acknowledged before me by Margaret Robinson, Senior Counsel for American Tower*,personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. WITNESS my hand and official seal,this yU day of/\16yi k 12015 ' NOTARY SEAL gpgpNp p plBElpO � "I �Uo ormossochuAhltary Pub]ie_ � Mforch 16 My Commission Expires: Y )6Q *American Tower includes all affiliates and subsidiaries of American Tower Corporation. r µ,7x r � +u'?. 44 f t v r 1a3... ?r ,y{,,�t .+` i�.r�} f�'k,� to r � �.��d4 rr�3 S'•t n'r�,y �.v� S 4>r ,� ynr£ r{.,+;lr vr.^ t'Lf�. rh��rl r.�[.- Ib{ fi. 3 � r:k'NSSt <rci 4.4...."+i ? ri ��.t!,,,,tan�TMt.J ryq-�, kst� '+ii� `Lr {s ., i f � h',✓r� 4- +.ys rZ t G r ti Y a � r t5 .,r. 1^".ex`'".'>=`i �4,:, 'ai��Yf }TC .ab1 y} {• IF�b S�Y4 (� pati 5� r3yydn'{r^ti r` cr a { { � t > �� 7 ✓1�,rt Fr e' kar dS� �, tY 1y:: d LY v.. h-�M yr(Ai'i �'4,aw jF�4,�#£�' T Ik ' S 'I.£ £l! 1.i ' ?}i tit fit a+' 1 1 4�34'i''� r �y s a~ x 2 * ,; S 3,� ti'�, `+ , x41y �"m�aA_',y, .i "t " +.� ,S sr "':F�t ,},ry V4 4rlrr •ya�{ ; I x r �a��t ¢ tam ^. a.. r ` ,}'*k +`^ �'�� b a., r it 7 A'a r�z. b +e''• i d Sr _.. r v k1�. 9 J t f. ,d.,.. ... is {k {�' '� F' i ✓ Nhi� ti b 4r 4'%i" �`�, � b- � � � K, ;•:' �71,4 11 � �' '!�1 ,y�r fi{ r,"y1R"v 'j �i� r*t r 1 :r4a.�{t.�,' '{CxUM:+gyri. t �rri i u`*. ��` f m { t�✓C brj n 5 - '�� 'r q � v 1;�,:{ �nuj`1H 1 } ��{ �Mk h �i r[+ rN*,t;+?� r4 i+.,�,C 1,1 tl .� ry Lv' ii:pXtf �. 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Office of7nvevagations 7 Congress Street, Suite 100 Boston, MA 02114-2017 x www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Businessftanizntion/Individual): Site Acquisitions.Inc.d/b/a SAI Communicatlons Address:27 Northwestern Drive City/State/Zip:Salem, NH 03079 Phone#:503.421.0470 Are you an employer?Check the appropriate box: Type of project(required): 4.21 1 am a employer with 138 4. ❑ I am a general contractor and I 6 New construction employees.(full and/or part-time).* have hired the sub-contractors 2•❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling 'ship and have no employees These sub-contractors have g EJ Demolition working for me in any capacity. employees and have workers' 9: E] Building addition (No workers'comp. insurance comp,insurance. t required.] 5. E] We are a corporation and its 10.0 Electrical repairs or additions �q ] 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plutnbing repairs or additions lf seworkers'cora . m No right of exemption per MGL myself. i P 12.❑Roof repairs insurance required.]t c.152, §1(4),and we have no employees.[No workers' 13.0 Other Telecommunications comp, insurance required.] "Any applicant(hat checks box N must also fill out tic section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating theyare doing nit wmk and then hire outside contractors most submit a new affidavit indicating such. -Contractors that check this box must attached an additional sbect showing the name of the sub-contractors mid state whet her or not those entities have - employees. If the sub-contractors have employees,they must provide their workers*comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below&the policyand job site information Insurance Company Name:AIG/Commerce&Industry Ins.Co. Policy#or Self-ins.Lie.#:WC 6271,5523 Expiration Date:8/112015 Job Site Address: City/State0p: 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 MGL c. 1.52 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 WORK ORDER and it fine of up to$250.00 a day against the violator- Be advised that x copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do herebcera un airs and enaldcs o er'nr that the In ormation provided above is truc and correct. .SIL'rl3lnrB:- _...... .� ..• _` _... D3tC _ .. Phone#: Official ase only. Do not write in this area,to be completed by city or town official City or Town: - Permit/License# Issuing Authority(circle oue): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Number: MA3057 Project Title: SALEM 2(LTE 4C). Date:December 01,2015 Property Address: 0 Cain Road., Salem,MA 01970 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: AT&T Wireless telecommunications site installation.Install new radio equipment on existing tower. I Derek J.Creaser, MA Registration Number:49195 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 X Other: Entire Project for the above named project and that to the best of my knowledge,information, and belief 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 off :,SHS nstruction Control Document'. G Enter in the space to the right a"wet"or D y; electronic signature and seal: I w � RJSTEQ' i Phone number: (978)557-5553 Email: info r@hudsonde Ai. om Hudson Design Group,LLC 1600 Osgood Lndg,Bldg 20N, Suite 3090 North Andover,MA 01845 Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised If`other'is chosen, provide a description. Version 06 1 1 2013 Hudson© Design GroupuC 1 October 26, 2015 at&t SAI Communications 27 Northwestern Drive Salem NH,03079 RE: Site Number: MA3057 (LTE-4C) Site Name: Salem Site Address: 0 Cain Road Salem,MA 01970 To Whom It May Concern: Hudson Design Group LLC (HDG) has been authorized by SAI to perform a mount analysis on the existing AT&T antenna mount to determine its capability of supporting the following equipment loading: • (3) Kathrein 800-10121 Antennas (54.5"x10.3"x5.9"- Wt.=45 lbs/each) • (3) Kathrein 800-10764 Antennas (55.2"x11.8"x6"- Wt. =41 lbs/each) • (3) OPA-65R-LCUU-H4 Antennas (48"x14.4"x7.3"-Wt.= 63 lbs/each) • (6) RRUS-11 (19.7"x17.0"x7.2"-Wt.=51 lbs/each) (Separate Ring Mount) I • (3) RRUS-32 (26.7"x12.1"x6.7"-Wt.=60 lbs/each) • (6) Powerwave LGP21401 TMA's (14.4"x9"x2.7"-Wt. = 19 lbs/each) • (2) Raycap DC6-48-60-18-BF Squids (24"x9.7"0-Wt.=33 lbs/each) • (3)RRUS-E2(20"x20.4"x9.5"-Wt. =72 lbs/each) "Proposed Loading Shown in Bold. No original structural design documents or fabrication drawings were available for the existing mounts. HDG's subconsultant, ProVertic LLC, conducted a survey climb and mapping of the existing AT&T antenna mounts on July 16,2015. Based on our analysis, we have determined that the existing antenna mounts ARE CAPABLE of supporting the proposed antenna and RRH installation with the following recommendation: • Replace the existing antenna pipe connections with new cross-over plate type connections. This analysis was conducted in accordance with EIA/TIA-222-G, Structural Standards for Steel Antenna Towers and Antenna Supporting Structures and the International Building Code 2009. (See the attached analysis). Reference Document: • Mount mapping data prepared by ProVertic LLC. p:978.557.5553 t 978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 f:413.517.0590 a:116 Pleasant Street,Ste 302, Easthampton,MA 01027 Page 2 of 3 Re: MA3057 October 26, 2015 This determination was based on the following limitations and assumptions: 1. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 2. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. 3. All antennas, coax cables and woveguide cables are assumed to be properly installed and supported as per the manufacturer's requirements. 4. The existing mount has been adequately secured to the tower structure per the mount manufacturer's specifications. 5. All components pertaining to AT8•T's mounts must be tightened and re-plumbed prior to the installation of new appurtenances. 6. HDG performed a localized analysis on the mount itself and not on the supporting tower structure. i { Please feel free to contact our office should you have any questions. Respectfully Submitted, Hudson Design Group LLC I 1tOPM.eDANIEL P. „ r HAMM m CIVIL 20 � �FGISTba�O�44'Q` Michael Cabral Daniel P. h EAG, Structural Dept. Head Principal i i I p:978.557.5553 f,.978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090, N.Andover,MA 01845 p:413.588.8139 f:413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,MA 01027 Page 3 of 3 Re: MA3057 October FIELD PHOTOS: m p:978.557.5553 fl 978.336.5566 a: 1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 f*413.517.0590 a:116 Pleasant Street,Ste 302, Easthampton,AAA 01027 I . 4' -..rte*•-.�.. r � . ,� 'R!•.^" 1 i. f.yr,.• r,<t M i Date: 10-26-2015 Project Name:Salem Project Number: MA3057 Hudson Designed By: GH Checked By:MSC Design Groupac I 1 2.6.5.2 Velocity Pressure Coeff: K,=2.01(z/zg)z/a z= 148 (ft) ze 1200 (ft) K== 1.105 a= 7 Kzmin 5 Kz 5 2.01 1 Table 2-4 Exposure Zg a K:min Ke B 1200 ft 7.0 0.70 0.9 C 900 ft 9.5 0.85 1.0 D 700 ft 11.5 1.03 1.1 1 2.6.6.4 Topographic Factor: I Table 2-5 Topo.Category Ke f 2 0.43 1.25 3 0.53 2.0 4 0.72 1.5 Kn= (1+(Ke K JKh))z Kh= a(f*x/H) K,i= #DIV/01 Kh= #DIV/01 KQ 0 (from Table 2-4) (If Category 1 then Ku=1.0 K,= 0 (from Table 2-5) f= 0 (from Table 2-5) Category= 1 z= 148 H= 0 (Ht.of the crest above surrounding terrain) Krt= 1.00 Date: 10-26-2015 Project Name:Salem Project Number: MA3057 Hudson Designed By. GH Checked By:MSC Design GroupucO 2.6.7 Gust Effect Factor 2.6.7.1 Self Supporting Lattice Structures Gh= 1.0 Latticed Structures>600 ft Gh=0.85 Latticed Structures 450 ft or less Gh=0.85+0.15[h/150-3.01 h=ht.of structure h= 200 Gh= 0.85 I!I 2.6.7.1 Guyed Masts Gh= 0.85 1 2.6.7.3 Pole Structures Gh= 1.1 2.6.9 Appurtenances Gh= 1A 2.6.7.4 Structures Supported on Other Structures (Cantilivered tubular or latticed spines,pole,structures on buildings(ht :width ratio>5) Gh= 1:35 Gh= 1.35 i Date: 10-26-2015 Project Name:Salem Project Number. MA3057 Hudson Designed By: GH Checked By:MSC Design GroupucO 2.6.9.2 Desian Wind Force on Appurtenances F= qz*Gh*(EPA)A q,= 0.00256*Kz*Ka*Kd*Vmax2*1 K:= 1.105 Krt= 1.0 qz 32.53 Kd= 0.95 Vmax 110 1= 1.0 1 Table 2-2 i Structure Type Wind Direction Probability Factor, Kd Latticed structures with triangular,square or 0.85 rectangular cross sections Tubular pole structures, latticed structures with other 0.95 cross sections,appurtenances Determine Cf: If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below C Round 18 Sided 16 Sided 12 Sided 8 Sided mph.ft <32 1.2 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/C" 25.81e"" 12.6/C°'678 2.99/C0.263 1.2 (Transitional) >64 0.6 0.65 0.75 1 1.2 (Supercritical) C=(I*K,,*K,)"*V*D D =Outside diameter for rounds: 0.25 feet C= 28.91 Cf= 1.2 Date: 10-26-2015 Project Name:Salem Project Number: MA3057 Hudson Designed By: GH Checked By:MSC Design GroupucO I Determine Ca: Table 2-8 Force Coefficients(Ca)for Appurtenances Member Type Aspect Ratios 2.5 Aspect Rano=7 Aspect Ratio a 25 Co Co Co Flat 1.2 1.4 2.0 Round C<32 0.7 0.8 1.2 (Subcritical) 325C<_64 (Transitional) 3.76/(C 0-485 3.371(C°'415) 38.4/(C'1'0) C>64 0.5 0.6 0.6 (Supercritical) Aspect Ratio is the overall length/width ratio in the plane normal to the wind direction. (Aspect ratio is independent of the spacing between support points of a linear appurtenance, and the section length considered to have uniform wind load). Note: Linear interpolation may be used for aspect ratios other than those shown. Appurtenances Height Width Depth Flat Area Aspect Ca Force Obs Ratio 800-10121 54.5 10.3 5.9 3.90 5.29 1.32 227 I i 800-10764 55.2 11.8 6.0 4.52 4.68 1.30 258 OPA-65R-LCUU-H4 48.0 14.4 7.3 4.80 3.33 1.24 261 RRUS-E2(Shielded) 20.0 6.0 9.5 0.83 3.33 1.24 45 i ( ICE WEIGHT CALCULATIONS Project: MA3057-Salem Thickness of ice: 1 in. Density of ice: 56 pcf 800-10121 Antenna RRUS-11 RRH Weight of ice based on total radial SF area: Weight of ice based on total radial SF area: Depth(in): 5.9 Depth (in): 7.2 height(in): 54.5 height(in): 19.7 Width (in): 10.3 Width (in): 17 Total weight of ice on object: 57 lbs Total weight of ice on object: 31 lbs Weight of object: 45 lbs Weight of object: 51 lbs Combined weight of ice and object: 102 lbs I Combined weight of ice and object: 82 lbs 800-10764 Antenna RRUS-32 RRH Weight of ice based on total radial SF area: Weight of ice based on total radial SF area: Depth (in): 6 Depth(in): 6.7 height(in): 55.2 height(in): 26.7 Width(in): 11.8 Width (in): 12.1 Total weight of ice on object: 64 lbs Total weight of ice on object: 33 lbs Weight of object: 41 lbs Weight of object: 60 lbs Combined weight of ice and object: 105 lbs lCombined weight of ice and object: 93 lbs 0PA-6SR-LCUU-H4 Antenna RRUS-E2 RRH Weight of ice based on total radial SF area: Weight of ice based on total radial SF area: Depth(in): 7.3 Depth (in): 9.5 height(in): 48 height(in): 20 Width(in): 14.4 Width (in): 20.4 Total weight of ice on object: 68 lbs Total weight of ice on object: 39 lbs Weight of object: 63 lbs Weight of object: 72 lbs Combined weight of ice and object: 131 lbs lCombined weight of ice and object: 111 lbs 2-3/8" Pipe LGP21401 TMA Per foot weight of ice: Weight of ice based on total radial SF area: diameter(in): 2.38 Depth (in): 2.7 Per foot weight of ice on object: 3 pi f height(in): 14.4 Width (in): 9 Total weight of ice on object: 11 lbs Weight of object: 19 lbs Combined weight of ice and object: 30 lbs Bentley% Current Date: 10/26120151:51 PM Units system:English File name:WASTRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Prolects\MA3057 4C.elz\ Y Sentley- Current Date: 10/26/2015 1:51 PM Units system:English File name:WASTRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE%RAM Elements\RAM Pro4ects1MA3057 4C.eW 1 v � v L � rn mci o ml PI x,q Yv IL 4 L o PIPE 2x0954— K'_ N a Y IlI �L Bentley* Current Date: 10/28/2015 1:51 PM Units system:English File name:W:\STRUCTURAL DEPARTMENTANALYSIS SOFTWAREIRAM Elements\RAM Projects\MA3057(4C).etr\ Load condition:DL=Dead Load Loads Concentrated-Member: I1 0.041[Kip] 0.072[Kip, .083[JP] \ 0.038[rip] Y } aJ--. i � . i3entleyt Date: 10/2612015 1:51 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM ProjectsWA3057(4C).etz\ Load condition:W=Wind Loads W Concentrated-Member.- .6.25 embers-I25 [Kip] �-- i -0. 1[wP -0. 7[Ki ] Yt a` I Senttey Current Date: 10126/2015 1:51 PM Units system:English File name:WASTRUCTURAL DEPARTMENTANALYSIS SOFTWARE%RAM Elements\RAM Projects1MA3057(4C).etz\ Load condition: DI=Ice Loads Global distributed-Members Local distributed-Members Concentrated-Members -064(Klpj I t .0031Ktp(ft] �.,.. )03(Kip/R .:'. �,_ f3IK,iPI [Kipryt]; 0:aO3PmI a l 03[itj ] .05 A ([Ki .003 plft] [Kip/ft] 0 K 003[Kipli[] ro] I Y �_�.X i n f3entiey- Current Date: 10/26/2015 1:52 PM Unita system:English File name:W:ISTRUCTURAL DEPARTMENTUWALYSIS SOFTWARERAM Elements%RAM Proecls\MA3057 4C.etz\ Design status Not designed Error on design Design O.K. L-1 With warnings Y I Bentley, Current Data:10/26/2015 1:51 PM Units system:English File name:W:\STRUCTURAL DEPARTMENTIANALYSIS SOFTWARE\RAM Elements\RAM Pro ects\MA3057 4C.eM (4 23 IN25 •\30 N 24 N 17 \ I9 - /N 21 _ N N 2g N 26 /N 22 rn l N I'J 2 —`N 26 NA 4 Y $1 _X I Bentley° Current Date: 10/26/2015 1:52 PM Units system:English File name:W:\STRUCTURAL DEPARTMENTIANALVSIS SOFTWARE\RAM Elements\RAM Projects\MA3057(4C).etz\ Steel Code Check Report: Summary-For all selected load conditions Load conditions to be Included in design LC1=DL LC2=DL+0.7Di LC3=DL+0.7W+0.7Di LC4=DL+W LCB=0.6DL+W LC6=0.6D L+0.7 W+0.7 Di Description T^Section ^^ -^^T MemberV Ctrl Eq. _ Ratio Status -Reference PIPE 2x0.150 1 LC1 at 51.70% 0.17 OK Eq.H1-1b LC2 at 51.70% 0.26 OK Eq.1-11-1b LC3 at 51.14% 0.69 OK Eq.H1-1b LC4 at 51.14% 0.89 OK Eq.H1-1b LC5 at 51.14% 0.86 OK Eq.H1-1b f}� LC6 at 51.14% 0.65 OK Eq.H1-1b 2 LCI at 51.79% 0.18 With warnings Eq.H1-1b LC2 at 51.79% 0.31 With warnings Eq.H1-1b LC3 at 50.89% 0.59 With warnings Eq.1-11-1b LC4 at 50.89% 0.69 With warnings Eq.HI-lb LC5 at 50.89% 0.64 With warnings Eq.H1-1b LC6 at 50.89% 0.54 With warnings Eq.H1-1b 3 LCI at 100.00% 0.06 OK Eq.H1-1b LC2 at 100.00% 0.10 OK Eq.H1-1b LC3 at 100.00% 0.17 OK Eq.HI-lb LC4 at 100.00% 0.18 OK Eq.H1-1b LC5 at 100.00% 0.16 OK Eq.H1-1b LC6 at 100.00% 0.15 OK Eq.H1-1b 4 LCI at 0.00% A 0.13 OK Eq.H1-1b LC2 at 0.00% 0.21 OK Eq.1-17-1b LC3 at 0.00% 0.24 OK Eq.1-111-1b LC4 at 0.00% 0.18 OK Eq. H1-1b LC5 at 0.00% 0.14 OK Eq.H1-1b LC6 at 0.00% 0.19 OK Eq.H1-1b 5 LC1 at 100.00% 0.13 OK .�. Eq.H1-1b LC2 at 100.00% 0.20 OK Eq.H1-1b LC3 at 100.00% 0.12 OK Eq.HI-lb LC4 at 0.00% 0.11 OK Eq.H1-1b LC5 at 0.00% 0.12 OK Eq.H1-1b LC6 at 100.00% 0.06 OK Eq.H1-1b 6 LC1 at 0.00% 0.19 OK+ '__-- Eq.H1-1b LC2 at 0.00% 0.29 OK Eq.1-11-11b LC3 at 0.00% 0.30 OK Eq.H1-1b LC4 at 0.00% 0.21 OK Eq.H1-.1b LC5 at 0.00% 0.14 OK Eq.1-11-1b LC6 at 0.00% 0.23 OK Eq.1-11-1b 7 LC1 at 100.0% 0.09 OK ^--__Eq.1-11-1b Pagel LC2 at 100.00% 0.14 OK Eq.H1-1b LC3 at 100.00% 0.15 OK Eq.H1-lb LC4 at 100.00% 0.13 OK Eq.H1-ib LC5 at 0.00% 0.10 OK Eq. H1-1b LO6 at 100.00% 0.12 OK Eq. Hl-lb 8 LC1 at 100.00% 0.19 OK Eq.H1-1b ^�^ LC2 at 100.00% 0.27 OK Eq.H1-1b LC3 at 0.00% 0.41 OK Eq.H1-1b LC4 at 0.00% 0.56 OK Eq. H1-1b LO5 at 0.00% 0.55 OK Eq.Ht-lb LC6 at 0.00% 0.40 OK Eq.HI-1b 9 LC1 at 100.00% 0.14 OK Eq.H1-1b LC2 at 100.00% 0.22 OK Eq.H1-1b LC3 at 100.00% 0.42 OK Eq.HI-lb LC4 at 100.00% 0.44 OK Eq.Ht-1b LC5 at 0.00% 0.39 OK Eq.H1-lb LC6 at 100.00% 0.36 OK Eq.Hl-lb 10 LC1 at 0.00% 0.08 OK Eq.H1-1b LC2 at 0.00% 0.12 OK Eq.H1-1b LC3 at 0.00% 0.11 OK Eq.H1-1b LC4 at 100.00% 0.07 OK Eq.H1-1b LC5 at 100.00% 0.04 OK Eq.H1-1b LC6 at 0.00% 0.08 OK Eq.HI-lb 11 LCI at 100.00% 0.16 OK Eq.H1-1b LC2 at 100.00% 0.24 OK Eq.HI-1b LC3 at 100.00% 0.21 OK Eq.HI-lb LC4 at 100.00% 0.12 OK Eq.Hl-lb LC5 at 0.00% 0.06 OK Eq.Hl-1b LC6 at 100.00% 0.15 OK Eq.H1-1b 12 LC1 at 46.88% 0.00 OK Sec.E1 LC2 at 46.88% 0.01 OK Sec. Et LC3 at 46.88% 0.05 OK Eq.HI-lb LC4 at 46.88% 0.07 OK Eq.H1-1b LC5 at 46.88% 0.07 OK Eq.Ht-1b LC6 at 46.88% 0.05 OK Eq.Hl-1b 13 LC1 at 46.88% 0.01 OK Sec.E1 LC2 at 46.88% 0.01 OK Sec.E1 LC3 at 46.88% 0.07 OK Eq.Hl-1b LC4 at 46.88% 0.10 OK Eq.Hl-1b LC5 at 46.88% 0.10 OK Eq.H1-1b LC6 at 46.88% 0.07 OK Eq.Hl-lb 14 LCl at 50.00% ^0.00 OK Eq.Sec.02 LC2 at 50.00% 0.00 OK Eq.Sec.D2 LC3 at 50.00% 0.00 OK Eq.Sec.D2 LC4 at 50.00% 0.00 OK Eq.Sec.D2 LC5 at 50.00% 0.00 OK Eq.Sec. D2 LC6 at 50.00% 0.00 OK Eq.Sec,D2 15 LC1 at 0.00% 0.03 OK Eq.Ht-lb LC2 at 0.00% 0.04 OK Eq.H1-1b LC3 at 0.00% 0.22 OK Eq.H1-ib LC4 at 0.00% 0.33 OK Eq.H1-1b LC5 at 0.00% 0.34 OK Eq.H1-1b LC6 at 0.00% 0.23 OK Eq.H1-ib Paget J PROJECT INFORMATION SITE OF SS: DGINN MUNIG110N,MA 019 UPGRADE(LTE-4C PROJECT 2016): ���� SITE ROOF WO D " a0M S4FM,FM 019]0 IATINDE: 4A93I1T N 47 29'35.27• N ILNGrUDE: -70930355 W -]P 56' RIBS'W "TYPE OF STE: UKME TOWER/ INDOOR EQUIPMENT OVER NI ROD HEIGHT: 170'-0.1 ROD CENTER: 116'-0'S CURRENT USE: IEIECONNUNIG' FAC0➢Y SITE NUMBER: MA3057 PROPOSED USE: TEIECOMMO NIGTONS FACIUTY JURISDICTION: WinD WATE&LIX.LL LODES OR ORDINONCES SITE NAME: SALEM 2 PROJECT: LTE-4C 2016 UPGRADE DRAWING INDEX REV VICINITY MAP GENERAL NOTES T•1 TITLE SHEET 1 DIREMN TO SITE: FROM FRUIINGWY.MA SiMRT OUT GOING SOUTNWMIT ON C HTG1E RD/IM-30 W TOWARD WHITHER ST. 0.'L MI. WVtE A U-TURN ONTO COCHINATE RD/MA-.HI E. 0.3 MI. MERGE 1. THIS DOCUMENT IS ME CR.I.,OES.N, PRDERiY OHD COP TOWED WORK OF AT&T.ANY GNI GENERAL NOTES 1 ONTO -90 EMMS PINE/MSSJCHUSETIS TURNPIKE TOWMD JCT I-95/BOSTON(PoRTONS DUPUGTCN OR USE WITHOUT EXPRESS WRITTEN CONSENT IS SIRICRY HWFD HIBIT .OUPUCATION TOM 6.]MI. ME ME I-95 N/RT-126 N/RT-30 BIT.EIQT 14.TOMORD MD USE BY GOVERNMENT AGENCIES FOR WE PURPOSES OF COHdKI1NC THEIR IAWNLLY A-1 COMPOUND AND EQUIPMENT PLAN 1 NN.-MNNE/POINTS NORM. 1.2 MI. MERGE CMO I-95 N/Mi-128 N M THE SKIT ON THE AUTHORIZED REGUTATORY AND ADMINISTR IYE FUNCTIONS IS SPECmGLLY&LOVED. LEFT TOWMD WALTUM/GLOUCESTER. 23.8 MI. ME THE US-1 N/RT-129 E EMIT. EXT 44B, TOWARD DQM . 0.3 M, W1 Q3 Mi. A-2 ANTENNA LAYOUTS&ELEVATION 1 ENTER NEIN NORUMUT NE] I00ME 2ND OUT CMIM 1 O 20 E THE 1129 E NMNP ToL 6N M� TURN ommOt ONTO 2. THE FAGUTY IS M UNMANNED PRNATE AND SECURED EQUIPMENT INSTr FON.IT IS ONLY WESTERN AVE/MA-10]/M-129.CONTINUE TO FOLLOW WESTERN AYE/MM10]. OR MI. TURN M)CE'SED BY TRNNED TECHNIg S FOR PERIODIC ROUTINE LWNTERONCE ARD THEREFORE DOES HEFT ONTO CNN RD. SITE 6 L TED ON TW OF HILL NOT REQUIRE ANY WATER OR SMITORY SEWER SERVICE. IRE FACIVTY 15 NOT GOVERNED BY A-3 DETAILS 1 RECUUIONS REQUIRING PUB.JC ACCESS PER AIM REQUIREMENTS. RF-1 PLUMBING DIAGRAM 1 3. COMPACTOR SNLLL VERIFY A PUNS AND EXISTING DIMENSIONS AND CONDTICNS ON THE JOB SITE AD SIULL IMMEOMTELY NOTIFY THE AT&T REPRESENTATIYI:IN WRmxC OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORN OR BE RESPONSIBLE FOR y E. G-1 GROUNDING DETAILS 1 ae 72 HOURS BEFORE YOU DIG CALL TOLL FREE 888—DIG—SAFE OR DIAL 811 OF UNDER to E ALERT = DEREK J, Gf CIV Hudson SITE NUMBER:MA3057 }yTe}yT 1 1~1 I9RMD RR Laalnwmn AT&T 9RMf awP,.00 SITE NAME: SALEM 2 at&t N 11/n/µImm PVR MWv T1TE SNEEf n xaRmwESEax DR. J wx RDm lvDRE m®roR.m Ti�prelsn¢sv SMEN,NH OW S4f11.MA O19]0 550 CO]IT — ROOD ro. ou[ aYma $$JQN� u:"N''vurw ESSEX COUNTY FlUNINCHW,MA 01]01 yqI£ µyW]FIH RyA¢p 9i; A YJSl.00 T-I Rm I GROUNDING NOTES GENERAL NOTES I.TIE SUBCONIRACIOR SH41 REAM AND INSPECT TIE 1. FOR TIE PURPOSE OF CONSTRUCTION DRAWING, RIE FOLLOWING IS.NL SMUCTURX STEEL WORN SXNL BE DEIAM.FABRICATED AND EXISTING FA UTY GROUNDING SYSTEM AND LIGHTNING DEMITIONS SHALL APPLY: ERECTED IN MCORWCE WITH RISC SPECIFIGTONS.NL STRUCTURAL CONTILfOfl-SV STEEL SWVL BE ASI,0.W(FY-36 RU UNLESS OTIEIMISE MGM. PROTECTION SYSTEM! (AS COSIGNED AND MSINIID)FOR SUBWNTRU4TCA-GENERAL CONTRACTOR(CONSTRUCTION) RPM SI BE ASTM A53 ME E(FY-36 tri). NL STEEL EXPOSED STRICT COMPLLµCE WITH TIE NEC(AS ADOPTED BY TIE CWNFA-AThT MOBILITY TO MFATHER 51MLL BE HOT DIPPED GA2VANIZED. TOUCHUP ML SCTGICXES MW),ME SEE-SPECURC(UL.IPI,OR NFPA)LIGHTING 2. PRIOR TO TIE SUBMISSION OF BIDS,ME BIDDING SUBLONIR4Ci0R SIWL AND OTHER MARKS IN ME FIELD AFTO STEL.5 ERECTED USING A PROTECTION CODE,µD GENERAL CONPUANCE WITH NSR ME CELL SITE TO FMIIUNUZE WIN ME EXISTING COMMONSµ0 1p CWPATBIE ZINC RICH PANT. TFLCMnIAµD TA GRWNDING STMOMOS,ME CONFIRM THAT ME WORK CAN BE ACCONPUSHED AS SHOWN ON ME 16 CONSTRUCTION SIWL COURT WITH SPECIRCARONS AND-GENERAL SUBLOMPACTIXi SHALL REPORT MY NOTATIONS OR COXSMUCRON ORAWINGS. µT DISCREPANCY FOUND SIW31 BE BROUGHT M CONSTRUCTION SEWCES FOR COXSIRUI OF AT&T MOBIIM SRES.' ADYWSE FINDINGS TO ME CONTACTOR FOR RESOLUTION. ME ATTENTION OF COMMCTOP. ]. ML MATERWS NRNISHMµ TNIID D INSSHOO.RE IN STRICT 17.SUBCONTRI SHML VMIFY ALL EXISBXG DIMENSIONS AND 2.ML GROUND ELECTRODE SKIERS(INCLUDING ,M;COROWCE MiTM ML APPUCOBIE CODES,REGUUTIONS,AND ORDINANCES. CONDMOXS PRIOR M COMMENCING AMY WOW NL DIMENSIONS OF TEIECOMMUNIGRON,RADIO, UGHMING PROTECTON,AND SUBCONTRACTOR SWVL ISSUE ML MPROPR.TE NOTICES AND COMPLY WITH EMRNG CONSTRUCTION SXGWN M ME MURNMGS MUST BE MIRED. ML TAWS, OROINµCES,MILES,REGULATORS,µD MANFUL ORDERS Ci ANY SUBCONTRACTOR SHML NOTIFY ME COMWKCIOR OF MY DISCREPANCIES AC POWER GESS)SHVL BE BONDED TOGETHER,AT OR PUBLIC S. OFBOT CES.MILE ME PERFOORS,AN OF ME WORK. S WORK PRIOR TO ORDERING MWIEFUL.OR PROCEEDING WVTH CONSTRUCTION. fiELOW GRADE BY Tlttl OR MORE COPPER BONDING GRRIED OUT SNLL COMPLY WITH ALL MPUMBE MUNICIPALµ0 UTIIM 1B.ME EXISTING CELL SITE IS IN FULL COMMFRCIM WERMOX. MY CONOUCTC N IN KCORDWCE WITH ME NEC. COMPMY SPECIFICATIONSµD LOYL JURISOCTIONA.CODES.ORDINMCES AND CONSTRUCTION WORK BY SUBCONTRACTOR SOUL NOT DISRUPT ME EXISTING MPRGBLF REGULATCNS. NORMIL OPERATION. MY WORK ON EXISTING EQUIPMENT MUST BE J.ME SUBWMRACiOR SHALL PERFORM IEEE 4_ DRAWINGS TRIMMED HESE AAE NOT M SE SCALED AND ME INTENDED COORDINATED WITH COMPACTOR. ALSO.WORN SHOULD BE SCHEDULED FOR FAL.-eF-POTEMAL RRISTMLE TO FARTN TESTING(PER IEEE TO SHOW OUTLINE ONLY. M MPROPRMTE MNIEMMCE WINDOW UI IN LOW TWfETC PERIODS IIN AND 81) FOR NEW GRWND ELECTRODE SYSTEMS.ME AFTER MIDNIGHT. SUBCONTRACTOR SHALL FURNISH AND INSIML 5. UNLESS NOTED OTHERWISE,ME WORK SHALL INCLUDE FURNISHING 19.SINCE ME CELL SITE 5 M .ALL SMIPRECWTTONS MUST BE SUPPLEMENT&GRWND ELECTRODES M NEEDED M LMTERMLS.EOUIPMEM,APPURTENMCES,MD VHOM NI TO COMPLETE TAKEN WHEN WORKING AROUND HIGH LEVELS OF FIECTROMAGNLTC ACHIEVE A TEST RESULT W 5 OHMS OR LESS. ML INSTALWROXS AS INDICATED ON ME DRAWINGS WATCN. EQUIPMENT SHOULD BE SHUTDOWN PRIOR M PERFORMING NIT S. NITTING UST'SUPPLED WITH ME BID PMMADE IDENTIFIES ITEMS TMT WORK THAT COULD EXPOSE ME WORKERS TO DMGM. PERSOI RF 4.MITI&RACEWAY SHLLL NOT SE USED MS ME NEC WILL BE SUPPLIED BY CONTACTOR.MEMS NOT INCLUDED IN ME BILL OF EXPOSURE MCNTORS ME MMSED TO BE DOOM TO,ERT OF MI REPAIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND ISFONG LIST SALL BE SUPPUED BY ME SUBCODWCIOR. DWGERWS EXPOSURE LEVELS. COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ]. ME SUBCONTRACTOR SPALL INSTML ALL EQUIPMENT MDNAlER4LL5 IN TD'APPIIGBLE BUILDING CODES: ACCORDANCE WBH ME WED.SHALL BE FURNISHED AND ACCORDMCE WTH NMUFMNRpYS RROMMENDATOMS UNLESS SPECIFI N SUBCONTRACTOR'S WOW SHULL COMPLY WITH NL APPUUATI BLE NON J. INSTMIID WITH ME POWER CIRCUITS TO BTS EQUIPMENT. STATED OTHERWISE. JURISDICTION MD LOG-CODES AS ADOPTED BY ME LCGL AUTHORITY NG JURISDICTION(W)NR ME LOGTON, ME EDITION OF ME MJ ADOPTED B. IF ME SPECIFIED EQUIPMENT WMOT RE INSTMIIL 4 SHOWN ON MESE CODES MO SYMWCS IN EFFECT ON ME WOE OF CONIWCT.0 S.FLLX BTS CABINET FRWE 51441 BE DIRECTLY SWLL CNLRN ME DESIGN. CONNECTED TO ME MASTER GRWND BAR WITH GREEN BRUCE FOR ME SUBCONTRACTOR NIRA PROPOSE M ALIERNATVE INSINIATON BUILDING CODE:MA SATE BURDING CODE 780 MR BM EDITION SPACE FOR APPMY/K BY ME CONTRACTOR. ELECTRIC&CODE:REFER TO EIECMCM.DRAWINGS INSULATED SUPPLEPPER EQUIPMENT GRWND WIRES,6 LGHTENING CODE:REFER M ELECTRIC&ORMINCS AWG SRANCOP COPPER OR DMOIX FOR INDOOR Df5 3 AWG 9. SUBLCMP. GR UNNL DETERMINE A ACTUAL flO M OF CONDUIT, POWER STRANDED COPPER FOR OU11100R B5. AND 11 GBLES,GROUNDING CURIES M SHOWN ON TH POWER.MISTING MAYS FOUMIIRACMR'S WORK SNLL COMPLY WITH THE G1ESf EDITION OF ME AND M S Ll.A DRAWING. YS AS ECES .SU MLZE E%ISTAG 1pAY5 FOLLOWING SMpVtpS: MD/OR ME MD NEW RO TWIGS IT MEESSMT.SUBCDN1141CTOR SHML 8. COMERMIC WELDS 5X/11 BE USED FOR ALL GRWNOIHG 101ME UB ACOW4 ROUTING WITH ME LGNTWCLOR. MERTON CONCRETE TRU IE(ACI)SIB;BUILDING CCCf CONNECTIONS BELOW GMOE IO.ME SUBCONTRACTOR SHALL PROTECT EXISTING IMPFOYFMFNIS, REWIRENENS MR STRUCNR&CONCRETE: ].APPROVED gNTIOgDAM CWRNCS(I.E..CONDUCTK GEL PAVEMPART SH41 BESRFPNRED AT SUB 1NO AND G4IMCTON'SEXPENSE TOO ME CTURES,MY FACTION OF MIERIGN INSTITUTE OF STEEL CONSTRUCTION(MSC) OR PASTE)SIMM BE USED ON NL COMPRESSION AND M. BOLTED GROUND CONNECT0N5, MMOL OF SIER CORIMUCTOX.ASO.FOURTEENTH EDRIW; TIR 11. SUBL SUCH AS SHALL CABUE AND PROPERLYHERIT MS REM OF NL SCRAP B. ICE BRIGGS DLNDING CONDUCTORS BOL ED TO M MATRALS SUCH M CWXANTENNAS GBIA AND OWER MENS RENWED MGM THE TELECOMMUNICATIONS SETIONS INOUSRLY ASSOCATON (TA)332-G, ME TOWER GR BONDED OR BOLTED TO ME BRIDGEµD EXISTING FAL. AIIIENNM flEN0.'ID WALL BE RETURNED TO THE OWNER'S SMUCNRTO ER AND ANTENNA STEEL DESIGNATED WCTDR. MTENNA RII& µ0 MR SIPPORTIEL SRIC&SES PETER MES, ME TOWER GRWND W. TO SECfRICi&DRAWINGS FOR SPEOFlC El£CIPIGL STµWADS 12 SUBCONRACTCA SHALL TEASES PREMISES IN CIF&CONDITION. 9.ALUMINUM CONDUCTOR OR COPPER CLW 51EF1 I].NL CONCRETE RONK WOW ACCORDANCECONFLICTSCTI OUBE DONE IN ACCORXCE WITH FOR MY CONCTS BETWEEN SECTIONS OF LISTED COMBµD STMWGDS CONDUCTOR SHALL NOT BE USED FOR GROUNDING MEUCM CONCRETE INSTT7E(MI)]01. REOMONG NATQML,METHODS OF CONSTINCROX,OR OMER CONNECTIONS. REQUIREMENTS.ME MOST RESMCT&REQUIREMENT STALL GpYEIM. 14.MY NEW CONCRETE NEEDED FOR ME CONSTRUCTION SHALL RE WHETS MERE 15 CONFLICT BETWEEN A GENERAL REQUIREMENT AND A NR-ENTRNNEDµD SYALL HAVE 4000 P51 STRENGTH AT 20 DAYS. ML SPECIFIC REQUIREMENT,ME SPECIFIC REGUIREIIEM SHALL GOYFIW. T0. MISCELL BOXES. RUNES ND AND NON-EIECRXICIL CONCRETE WORK SHML BE DONE IN ACCOflWNCE WITH ACI 318 CODE MEF&BORES,O RING,µD SUPPORTS SHALL BE BONDED ftEWIREMENIs. M ME GRWND RING, IN KCOROWCE WITH ME NEC. 11, MET&CONDUIT SH JL BE MADE ELECTRIC l Y ABBREVIATIONS CONTINUOUS WRH USTED BONDING FITTINGS OR BY BONDING ACROSS ME DISCONTINUITY WITH 6 AWS COPPER AGL ABOVE CODE ILVEL G.C. GENER&CONTRACTOR RF RADIO FREQUENCY RARE UL APPROVED GROUNDING ME CONDUIT CLAMPS. AND AMERICM IME GAUGE No MASTER GROUND BUS 12.P NEW STRUCTURES WITH A FWNWTONµD/OR NOTING HAMS BCW BALE COPPER WIRE MIN MINIMUM IBD M BE DETERMINED 20 R. OR MORE 1/2-OR GRATER ELECTR Y CONDUCTNE BT5 ELSE TRMSCBYER STATION EW MR M BE REMOVED REINFORCING STEEL MUST NA4E R BONDED TO ME GROUND RING I� EXISTING EXISTING AMs�P MQ TO 564E 1BpR TO BE RENQYID USINGµEXOTHERMIC WEIR CONNECTION USING /2 An SOID MI EOOPMENi GROUND SPL EF CE µD REFUGE➢ TNNE➢COPPER GRWND WIRE,PE0.NEC 350.50 REK J EIXR EOUIPMFNf GROUND `` 'REG 1YP � SITE NUMBER:MA3057 CIV ATBT Hudson at&t "�mm a o.Mm Gm�w= SITE NAME: SALEM 2 �t/��Am mNm M Td Q. GFNER&NOTES ZJ NJRTXWESTERN R. D TNN ROM Bulb/�f R�Im FP Tv CNSitn" ATE-4c) ;net ssr wcr SALEM.NH OW79 SALEM.MA 019]0 560 COCHITIMTE ROM MxaXa W w .S$NUI�PL � waw wM1Im Mal m ESSEX WDN1Y fRMINCH.W. M4 01 J01 309.00 OI-I WX 1 NOTE NI ANALYSIS FOR THE CAPACITY OFTHE ENG STNUCNRES TO SUPPORT THE PROPOSED EQUIPMENT SHALL BE DETERMINED PRIM TO CONSRUCTON. EXISTING DOOR tlQg: REFER TO THE RNAL RF DATA EXISTING SHEET FOR 19 O ANTENNA ATtT SEFFNI EQUIPMENT SHELTER MDMA EXISTING CPS ANTENNA� EXISTING SEGNOR MOUNTED TO SHELTER NOTE. EXISTING LTE GPS USE GENERATOR ANTENNA R. EXISTING (4)OC POWER,k ROOM AN ANALYSISFOR THE CAPACITY OF (z) FIBER(TO REMAIN) THE E%Imxc ANSBNNA"'OD'TO EXISTING CniE EXISTING SUPPORT THE PROPOSED ENDING (T.P) DOOR HIS BEEN CONPLI:IEO BY HUDSON EXISTING ABERTOWER DESIGN GROUP.LLC. EQUIPMENT ON CI OCTOBER$8.2015 E%IST NC METROPCS CONCRETE PAD EXISTING ON AD L�J f`(ISiING EXISTING CWJN CONCRETE PPD BATTERY RACK LINK FENCE (I YP.) EXISTING CION WIRE EXISTING EXISTNG ICE EQUIPMENT On STEEL BRIocE (TYP.)� rRAME �ocSvwHT RACK EXISTING RHD 6601 'ECIPMENT RACK EXISTING T-MOBIL£ EQUIPMENT ON EXISTING RACK CONCRETE PAD RUA EXIST NG GAMMA 9H CTOR CARD, SECTOR ATR �21V l5P EXISTING RACK EXISTING CT ABINE EXISTING NACU NUMTS E%15PNET CABINET CACABINET E%ISTIN LATIICE EXISTING RACK LOWER EXISTING EXISTING TELCO CABINET H4N DH0l£ EXISTNG COAX PORI WI AVAILABLE PORK EXISTING CSC EXISTING CABINET RACK EXISTING EX STING VERIZON oC PLANT EOUIPMENT SHELTER nN �2 COMOUND PLAN 1 F zz.aa sw[: 1/e'-1'-0' A-t ®D v" 11 x 1 a'-0 6-0 16-0' $1'-0 a B UIPMENTP IN 1 ��i< 2zxA Scut:i/B'-Y-O' A_1 0 1p -CT® 3�P�SN OF SSgCy ? DEREK J. GN n } } AT&T PMD,, Hudson SITE NUMBED:MA30.5T a lBLI , ,2rovm w+m IaN,umRucnorl 9.Mm uouw• SITE NAME: SALEM 2 o Tnv,s RwTn rvE,ex. p, --"-POUND n EoulPufNr P. 27 NORTHI TFERN DR. 0 WN ROOD A ,°X%°%,°gymAT CISTtM1"- (LTE-ac) ,a.^rrel M+�T SALEM.NH O]OJB SALEM,MA 01970 590 COCHITNTE ROAD n QM .SS/D^I��T{i% wweu LManw xulmw m nl Troxw SEX QUU'm FRAMINGHAM. M 01701 IrvaN Br: W ]05].00 A 1 EXISTING ANTENNA ' ALPHA )( ) M'NIPL1S15 FOR TIE GPACUT CF ALPHA ALPHA BY OTHER$ ttP SECTOR SECTOR SECTOR i0P CF TOWER TIE IXISTNG 1NT6IIN1 tlOUM N (GSM/WCS (LIE]OC �CEw-1)R£-(ACCO SUPPORF TIE PROPOSEp LMOING E%ISnrvG AT&T ANTENNAS*DlQ) BI (UMTS OB) LTE 700 Df BC PCS WWPOSEO RRN(1YP.OF 1 IU5 BEEN CONPLFPo BY HUDSON / ) 3P ) PER SECTOR TOTAL OF 3) OEAGN CROUP. LLL. (TO REMNNI (ITP. OF 3 PER SECTOR, TOTAL OF 9EXISTING RRH (TYP.OF 3 PERSECTOR,TOTAL OF 9) (TO REMAIN) EXISTING RRH (FEB. OF 3 EXISTING ATAT ANTENNAS(TO REMAIN) PER SECTOR, TOTAL OF 9) Q OF EXISTING AT&T ANTE NNES (FYP. OF 3 PER SECTOR,TOTAL OF 9) EXISTINGSURGE ARRESTO (TO REMNN) ELEV. 15.71 (PCL(TOTAL OF z)(TO REMarv) EXII FAXLE \ EXISTING SURGE ARRESTOR CANSBE. (TOTAL OF z)(TO REMAN) SECTO(LTC E (UMTS D BC/PC150" 2]0BEA SECTOR S (GS(CLTE/TDD DE) LTEBETA ISP GAMMA / SECTOR SECTOR LTE 700 (UMTS DB) BC/PCS) 210 I50' ' EXISTING ANTENNA LAYOUT / I \ EXISTING WRIP r5nna(THE SCALE N.i.S A-9 f� ME HA ALPHA ALPHA SECTOR SECTOR SECTOR EXISTING(ISN (TO (GSM/WCs (LTE IDD AnTe""^(TExISEXISTING (I z) REM Exlsnrvc AT&T ArvTErvngs o B) LTE/700 DE)3C/PCS) mJ c(nx CABLE (uMr ( REMNN) (TO REMAIN) (TYPRI. OF 3 35' 30' PRLKOSSGVFR PUT:NIT. EXISTING(A) OC POWER, k PER SECTOR.TOTAL BE 9) I yNFpM P/N=-1 (IYP.OF 2 (2) PBER(TO REMAIN) PER SIOCRI TOTAL OF() ExISTNC ORB (ttP. OF 3 PER SECTOR,TOTAL OF 9) EX15TING SURGE ARRESTOR �(TO REMAIN) EXISTING LATTICE (TOTAL GF 2)RO REMAIN) /! FUMES PER MOT RRH(IYP.OF 1 PER YCIOft'TAIL OF J) EXISTING AT&T EXISPxc EQUIPMENT SHELLER GAMMA TOWER GA.. BETA EXISTING ICE SECTORSECTOR BRIDGE(TYPJ US/ OPTS OM150DAN EXISTING GPS ANTENNA .(y\\}i \ EXISTING CSC MOUNTED i0 SHELTER 2]D C BETA CABINET CAM NA SECTOR EXISTING VERSON SECTOR \ (GSM/WCS E%I STI NO T-MOBILE EQUIPM ENi SHELTER (GSM/NCS LTE/]OO OE) EOUIPMEM ON LTE/100 OE) 15T CONCRETE PAD BETA AN NNLKIS FOR ME GNACIIY 31P GgyyA SECTOR E%ISTINc CHAD (F THE IXISTIG STRUCNRES SECT (LTE ]00 �. LINK PENCE(ttP.) TO SUPPORT ME PflOPoSm (UMTS DB) BC/PCS) EQUIPMENT SHNL BE DETERMINED Cl.' 15P A1(Eg511NC LIE aN1ENNa O POSRIOX PRIOR TO CONSTNUCIION. �a 3 OYII1 TO POSITION 4(AS REQUIRED) PROPOSED ANTENNA LAYOUT TO ACHIEVE MIN.G' SEPARkMN FROM O'-0.AGL }� SCNE: xis a-z EXUSFW LTE ANTENNA O PosmON 2. GROUND OFF ryGTE WEST ELEVATION J REFER TO TME FINAL BE DATA zzwa SCALE 3/J2'-1•-0' a-z o 5'-1'lO®-U PX,`H OF SS sMMTTIN ET R TRI ANTENNA ILL]SM-EC @T" C'y '� DEREK J. bf T Hudson I SITE NUMBER:MA3057 }p} ysy s calm mx mal.unaN CIV AT&T lsayl uol¢u<O SITE NAME: SALEM 2 a t o n/n/1s am raR my �y TENNA UTAH s EtEvanON P xMUNU"TFRN DR. 0 OWN ROAD a �ya/�s®Ttp rvR I¢wr I$TDETE-4L) BTy yayw 501EM.NX m.7. SALEM, W 01970 550 COCHTWTE ROADE{f.+A XM. SSwumc xumr mr AX.Mnayu+y EEN COUNTY FRAMINGHAM. MA 01701 TFSCIim W. n 3057.00 A-2 1 EXISTING ANTENNA SCHEDULE tlx: SFSIOR YSSE YODEL! MIF(IINnn- /J1.WFLN'S FOR TIE CAFA 1T OF TINE IX511NG 1NIYNNI MOM TO RFFIIt i0 TIE FlHLL RF DAiA LAPIN NAIHRFIN =10121 5!3%10.3%5,8 SUPPORT TIE PROPOSED LOADING MEHQf FOR FlNAL PMENNA OPA-BSR-ILW-IN M%iN.A,A7J W BEEN GOMPIFTED BY HUDSON SERIXCS. DESCX GROUP, LLC. KATUEIN BW10]85 55.2%11%%5 DATED:OCTOBER 28, 2015 BEDi M IRE =10121 Sl.s%1 o.3%S.e CCI oM-BSR-LCW-N4 X 14.W.3 - PN INK1515 FOR TIE tlYIfAIY MI 50D107B4 55.2%11 A%8 � aF TIE IX511nc 51XUCIVRES M SUBPORf ME PROP03D CNIYt NATIREIN 5GD10121 5 .3% 05.9 EWIPNpIf]HVL BE DETBUIINED CG OPA-55R-ILUIFIH 18%11.14.1%7.] PRIOR TJ CONSTiuCTpY. "MN BODIOJM 55.2%11.8%5 PROPOStD 2'M.(238'O.D.) PIPE MIST(11'P.OF 2 PER SECICR. EXISTING AT&T ANTENN45 Tom OF 5)(TO RERILE E%KTNG TOTAL OF 3 PER SECTOR. UGIS/CSY%F£lXPE TOTPL Of s)(i0 ERENAN CTOR PROPOSED PIPE 10 PIPE CROSSBhR PUIE MR W219 EXISTING TMER LEG(TR,) OF EXISTING AT&T ANTENNAS PROPOSED 3%3 /PL WDH 1/Y 'LEN_ LEN, �7>.-O t AGLy U-BOLLS(PERRY LENCM d FlLED) ,I YGII: SEE RFp$FGR WH L fAFWENCY OHD MODEL NUMBER /Jyl PRDPo RRH REFER TO TRE FlNK RFDS AHD CNART FOR DUAMIIY. Nuc YODEL IND OIMENDOI6 �TM 1.REFER TO RF 001110 A PROPOSED RIM my.W 1 L Y D FIXAL REDS AND SECTOR S EMATCS FOR .S =- 1=.. CHART FOR ODEL MCCEL.1WE R WANTIY PQ SECTOR,1MK OF 3) 20' 20.4' 83' .... .INS ISWIRFD PER SECPDR NOTE AND OWF1140T6 MOUNT PER VANUFACNRERS SPECIFlGTONS. PROPOSED RRU MOUNTING DETAIL PROPOSED RRH DETAIL SU N.1.S SCADS KTi OF 1O8S9ch = DEREK J. Gv, HudsonOO SITE NUMBER:MA3057 —l! }p} 1re1/a CIV AT&T Payigaw= ERE NAME: SALEM 2 a &t a ��inns asm rw ravOR rli,.T 1W ,..0 Q� DEruls 27 NORTINESIERN DR. 0 Gary ROAD IOAvu Im®1m mw.R Ri..nmllmruu SAI NN O:AITB SLLEM, Ys 01970 ss0 cOCN11WTE ROAp SSYONAL` PNBSP c N%� m ESSEX wuU FR.WINCINM,w oI70I 3057.00 a-] I An[ema 1 gn[mna 3 Mtema 4 UMES DB GSM/ln WM/100 DE ITE 70080/P6 RIP e�wae.a 1Noaamaa sam.aa f9aalva NRaamae e�mmme L. Ma aam Mo Qn ](DASD IY3/AMS tan Lw XW wCX by eyN �as/as .asHsSao m0/aW Pw" ' wN+s wU+S nyxa Air/aq � w3/as wU+s wws ws/as Ne'r 'RR Jur:•. , ! qcr r jEj: ..r u r Er . I i u> OC tb+ AMY [ F-77::. Y.31L5 LSN BRI MVx —a9s— esD lrt oust ma.,w+. � aE OI/SR MY01f31 R410ID31. NOTES. 1. CCRTR..CTM TO CMPRIA ALL PARM. -- 2 INWL ALL EMIPMENT TO MMUFACMRER'S RECWIADRDARMS. RF PLUMBING DIAGRAM 1 SC N.T.S PFI 1 SE TO n f1H01 RF DATA SXE£!FOR fIWLL ANTENNA �P�1{OF ,{NS.SACy SETTINGS. DEREK J. r^ Hudson O SITE NUMBER:MA305] }p} R�a Rn CIV �+ AT&T R+Iw B�nw=O SITE NAME: SALEM52 at&t o ..Tana®nv mR Tmr Q 1'W MBINO OIAI:WN n xOnTMwEs1ERN OR. 0. RW + 1ww1a�m®rw iaxu CISTE,�f (lrE-Ac) a m¢IUFyyT 5A1D1.NH OJOTB SVEM.MA 01970 550 COLI n ROAD u,;nF®axxu ESSEx LOUR, FMMINGHW,w 01701 3057.M RP-I 1 FRgA ANIENNP-J � /(�/ sraxlss srm HM W RE CROUNOINC CARIE COMTING HOLE COPPER COMPRESSION 1EAYINLL WFATIERPRWFlNG NIT GROUND 8148 JUMPER REQNRED ONLY YAIEH 1-1/41 MD URGER ') SO GROUND KR LOCK WASHER. MT WASHER,CONNECTOR TP. ANTENNA CARIE : J/811-1/4"HEX HIT(M)RppFlNC TO,M�TPAT(IYPJ NUT.TP. BCLi NIT(1YP.) RMM ANTENNA FRAME SUPPORT COAX GROUND KIT GROUND W GROUNDING GBIE EXPOSED WE COPPER TO BE COMNYAPE KR M.CB-0414-R KEW TO ABSOLUTE MINIMUM,NO OR EOUAI $ OYPRE551 IOFRMINN THE PL(ITPIGL) NOTE: /2 A,NG BOM, 1. `DOUBTING UP*OR STACKING'OF CONNECTION IS NOT PERMITTED. 2 AWG RCN,BONDED 2 OXIDE INH18MNG COMPOUND TO BE USED AT a LOCADONs. NOTE: 0 GROUND WIRE ALONG ],CATNEW Otl UENGS FROM UPPER ELB.LGNEfl ECB,M'0 YOB. CAHIE TRAY TO CIGBE/MWB 1.GO NOT INSTNL LABIE GROUND KR AT A BEND PND ALWAYS DIRECT GROUND MRE DAMN TO CIGBE. TYPICAL GROUND BAR GROUND WIRE TO GROUND BAR CONNECTION DETAIL n CONNECTION DETAIL x.iS V H.L.S. NRENW. ED/EASTING SUPPORT PIPE ANTENNA N TMkRRU SURGE MRESTOR SUR COV GROUND EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND MR SHM I KAYE NITS ORIGIN ai DESTINATION P UPPER CN:BE II SECTION -SUROrON T' tI1RRF ROM;[FRC EXISTING/2G CAN EN PORK(HATCH PUTFS)(12) HOMERUN GE=TOR FRAMEWORK(IF AVAMRI£) (Os) / JUONCIX110N E, TELCO GRYLOUND BAR LOWER GORE COMMFACPONFN COMMON NEURAL/GROUND BOND(/2) (A5 A➢PUGBIE) (AS MPIIUBIE) aNV POMER SUPPLY RETURN &W(I2) GROUND GGE. 1MY J ICE BRIDGE BM TO XI IN AM -48V POWER SUPPLY RETURN &W(/2) JUMPER ALL sPI1LEs BCW TO RING COAX GROUND RECIIRW ERMINES. GROUND RING � NS 5(TAX'A'5(TDX'A'EdiBF9R ---------------- '/TTS INTERIOR GROUND RING Q2) EXISTING GETO TION METE CL OUD GROUND nE-D(BURIED GROUND RING)(�2) (ROOFFCP ONLY) pion ANTENNq METNLC COIR WATER PIPE(IF AVNUBIE)(I2) PIPE GROUNDING RIMMING STEEL(IF AVNIABIE)(/2) UMTS/GSM COAX % GROUND KITS GROUND ICE "� 1/2'GPs coAK BRIpGE P0515 "-- t [�il[�MIGBE GROUNDING KR 0 METER AND /2 GROUND R EXISTING DISCONNECT _` T HN11 OR NIGBE 0 O O O 0 a O a a 0 0 p N —EXISTING GROUND RING OR URI �EOUIPMFM IIT uu OR RACK,R85 6SO GROUND k SURGE SUPPRESSOR 1�/2 MM SOUD TINNED COPPER(IMP) TO EXISTING X GROUND BAR-DETAIL sENNCE GRWXD GROUNDING RISER DIAGRAM vXT.S �p�1H OE USS �RT.S. o"' DEREK J. s m � CI HudsonOO SITE NUMBER:EN: LENT 2 at } wv n W%m EDA mc;n;c;wx `�' DING 1NNw W;G9.;. SITE NAME: OMI-- GlO[• A 1~1... �S y� GROUNDING 2T NOR1MAEsrERry DR. O Wn RON . 1rybU1e®,m rtR qTm' GI$Ttn"" (LTE-4c) S&EM. NH OW79 S1IEY, MA 01970 550 COCHNWTE ROAD Itnw¢ w" b ff .�.CC��� x+aR wuk xuw.n mr u..lxlel�' ESSEX COUNTY FRAMING ,IM 01701 PORPRO 9r; a 1ux Br: w IGNAL V" 3057.00 G-1 1