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HomeMy WebLinkAboutBuilding Permit #402-14 - 5 BOSTON HILL ROAD 11/1/2013 (3) a BUILDING PERMIT TOWN OF NORTy NORTH ANDOVER � AN �°tt�ro Permit NO: �I APPLICATION FOR PL EXAMINATION , -` •• � Date Issu I� l Date Received ed: 9 e M IMPORTANT:Alicant ��s R;T:o SPP`c5 m LOCATION ust Com fete all items on this a e SgCHUS PROPERTY OWNER Prnt 1 MAP NO:W,C PARCEL: rin ZONING DISTRICT: ___Historic District Machine Shop Villa e yes no TYPE OF IMPROVEMENT g yes no PROPOSED USE D New Building Residential , Addition D One family Non- Residential Alteration D Two or more family r1 No of units: ❑ Industrial Repair, replacement F.O D Demolition D Assesso Commercial 5� ry Bldg Q D Septic D Well Other j 111") 11 D Others: Water/Sewer D Floodplain D Wetlands D Watershed District x l a a nor ; i "►la, �Zx4slo ` .. ca r - CG C t o y tOTct\. jYl0 V-C ecLc,.h Pe- SS i r• (10 } C*s S Pro m 5 d,e -4" Identification Please Type or ER: Name: Print Clearly) �' v.m !ss: Phone: - um ,NTRACTQR Name: r e� ——Phone: ress: i vdd 1-7 -3��- ervisor's Construction License: Exp. Date: e Improvement License: Exp. Date: :HITECT NGINEER •ess:o'� � �c� cx cs r Phone: o►7 ' FEE SCHEDULE:BOLDING PERMIT. Reg• No•— I 9 I $$ $12.00 I F ect Cost: $ PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. , � k No.: FEE: $ Persons contracting with unregtered is coReceipt do not have accessi Lure of Ag" L__ . ent/O_wner �h & -. ) he guaranty fund Signature of contrac ' tor I OE NORTH q BUILDING PERMIT '� " 1 3� ..o, ...°•6�°07- TOWN OF NORTH ANDOVER 0 1 APPLICATION FOR PLAN EXAMINATION o Permit NO: Date Received � " / �9SS�CHUS� Date Issued: Ardo GG IMPORTANT:Applicant must complete all items on this page LOCATION6 3o or. Rpt[ Rvc,� Print PROPERTY OWNER_ ReA i'gAt;k ritrAym Print MAP N0: 107e, PARCEL: 0611 ZONING DISTRICT: V Historic District yes ;q) Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg N/Others: ad' iccCttiw 13 Demolition El Other exii*rn w,/'� err ser✓ce- ;I ❑Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Pf4Lrei'vt (T) s l erl axtegw4j o WaA as exia+,-Al awfemius a*4r-hrgJ -t-D builotM ; MMOVC S' ( w - wa0f 4 ftw I1*&rr CT 14111) aw� 4,1%4(f 14mc (3) Vkrd CgUff- * n ew vr4-en44l. Identification Please Type or Print Clearly) OWNER: Name: Phone: C17,T) 6Y?--38'17 Address: 3a In)M Sfi. (Jor-r� /over HA 0 l CONTRACTOR Name: Jua+ix S a"y Phone: 1135*-0631 HPC Winless Seco'cef LLL Address: 3 Avu-tyf- C 1-� krnfv^ HA o t-2 Lt K Supervisor's ConstructionLicense: Exp. Date: CS^IoY?30 t 12R�ZOtS Home Improvement License: Exp. Date: Kn�pwk� K� rli, a:ve/u ARCHITECT/ENGINEER XC iSmh,cu,' l yj�es Zd-C. Phone: (YIP) 717-- 7DR'Z. .� Address:2M Coem- MD 21676 Reg. No. 5*0019 FEE SCHEDULE:BULDING PERMIT:MOO PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. p Total Project Cost: $ 1FEE: $ 159 . 00 Check No.: /8'1161 Receipt No.: -275 75 NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner A"&V;C1 Signature of pontractor See- gllyks jeo, i7��ye4 - -�� me 1i'cve /L erre 6- ' I I TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit Date Received Efate Issued: � IMPORTA lete all items r 't O�A ': \r, kt2,.,..},,,::.,`s\zaa';i �Gt?a„?"t�,a3„t4 st•.,u s�#��„t�A\�`s`s?�� `„ s, ,?a��S�>,;, .: , s�'ti�� �t}�\'ijz - i t\Y,f s4\ 4 � a k1�tYr � i i �s'uy�, std ttr zea 2k ,•:: � � r :,1 �, ..::#, 1 r. .�,`yx,' '=<3, yt.;uY`.�s �\� 2 j oa \ r,, a 1 \s,,�\;?t,do.. `•\a{b�,,, \�\£ra,,,.Yxt,� 3 "4(tT � r �, 3 z'1 :s.. .£{'.. \# J. .�.\ '� i { �. .3 -:: :. � �..,'. \, �,,:, a' k"o:• :1€;tYt,.tt::,..y,�:.9„.ssi,„s\.<,�,>..,.,t.,z„� ': r?,�„s '",A,.`Qk.:t:,.K,r>•~.�u”� �'v�`�',.t\�\y ��s.A�V�:t���,tt,.ks:,x> At..At.'zr`it,`ts� i,sas ,.,� uv`�i.\„�, s.y�mstis., TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well El Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: IdentificationPlease'T pe or PrintClearly) OWNER.: arae: lone. Address r r# .as�' \\yt tFY rr �' t � �s�a:af{t..{,s"..`�,�:�,�tz�t z\ •cv r Y.:t t t CONT t 3 t ( ? ..s } :�� ..s k 4: t .z z \ z'•r:^s.\t� s'2i�... �t-.tr;. .z,,��, t,. ?.\ Address a , at ,: z s \\. \:\.y,, `"a. r't.. :� .:•,2i t ai. t.\ \ ..t,s tr t�. zL r; z.\s r ,:, ,:,,,?ts,tt r, ,tt,l .\ � fb... ?tje,'F.7, ..\.�`i iL.€ sYr L t 2.,,.:r`•. i,,, .,taz.- \\,\ ,zs....,; b .;^ s..t ., a c7„,,:t a,., `� ,..,s,., .,:>„ .�t;az,,g• ”, �c. Y\�L{S`{t?t #Y 5 ''��k :.g.. 3 � `”t� .: 't Su �vs�ar s Cnstrct oar � t r Ytt��� � z t ' t z .c...:r. \.. t.,..Y ,•t iS \t ,Y. £ d.,`a'4, g ltd a,12 ”, w.. H/� s2 ot1e rnpovter i4✓ i l \a\{ll St zr\ U ,ai, \FS ,tY, 1 r \Y ARCH ITECT/EOI E Phone; Address: Reg. No. S=EE SCHEDULE:BULDING PERMI7: '1 OO PER$1000.00 OF THE TOTAL ESTIMATED COST BASED 125.00 PER S.F. Total Project Cost-, PEE: Ch c .. -Receipt .: NOTE: Persons contracting r unregistered contractors(to not have access to the guarantyfiind 6ignature of Agent/ uur►er ; Signa � .o * ;: Plans Submitted LJ Plans Waived ❑ Certified Plot Plan Stamped Plans �' Location �S`�-+I t (' 1 No. /' Date `'dl �d4 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ q2.O Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# Bu ding Inspector -- Plans Submitted ❑ ..Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ -.- TYPEOF SEWERAGEDiSEOEAL".:... Public Sewer Tanning/Massage/Body Art ❑. . ..Swimming Pools � Well Tobacco.Sales ❑ Private(septic tank,etc._ . ❑ g/ ale oodPackagin .S s El Permanent i mpster on-Site THE-..FOLLOWING SECTIONS FOR'OFFICE USE ONLY INTERDEPARTMENTAL SIGN.OFF - U FORM DATE REJECTED . DATE:APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS -CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature . COMMENTS i Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Tow;! Engineer: Signature: Located 384 Osgood Street FIRE DEPARTM.E-N Temp Dumpster on site yes no Locatedat 124 Mair,Street Fire Departure►it signature/date , ,.COMM.ENTS r. . I , 1 Plans Submitted Plan's Waived ❑ Certified Plot Plan ❑ Stamped Plans LJ' TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ n°t 0?pj.'cPQ, A--r app1(4UR— Rat- `-t ffi4/-- THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM I2&V►GWEb DATE REJECTED ,.D,/ATE APPROVED PLANNING & DEVELOPMENT 11 !� 6--1-3 -/�( 011 COMENTS CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature&Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS -DimeCision Number of Stories: Total square feet of floor area, based on Exterior dimensions. ;Total land area, sq. ft.: ELECTRICAL: Movement:of.Meter location; niast-or service drop requires approval of :Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL-Chapter 166.Section.21A=F and G min.$10041000.fine NOTES and DATA— (For department use ® Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department �--the fol owing is a list of the required,forms to be filled out'for:the appropriate.permit to.be obtained. Roofir?g, Siding, Interior Rehabilitation Permits L Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Gr"C.S.L Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster..permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ 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 cans if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apo•?al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Bui?ding Permit Revised 2012 c10RTH Town Of Andover No. - 3 *� h ver, Mass O LAKE � 7 COC NICNl wrCN 1' ATIE 0 /.PP`�,�5 U BOARD OF HEALTH PERMIT T Food/Kitchen LD Septic System THIS CERTIFIES THAT ............. �. �! ......., �V►� � WIQGIK�S !% BUILDING INSPECTOR ... ►rc� R. .. .. .......... .. ... has.permission to erect ........ buildings , ,;-'K,�'..,,.�+ol. Foundation ............. g Rough to be occupied as .........f .... ....�r...evs*... ...� . . . !! .�a................................. Chimney provided that the person a tin this ermit shall in eke respect con g p ry p form to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service .......... ...... ..4:'�����...:,..`�-`;:............................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ❑ ❑ ❑ ❑Mo He ❑ e May 7, 2014 Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover,MA 01845 RE: Modification of Wireless Service Facility Applicant: T-Mobile Northeast LLC ("T-Mobile") Site: Boston Hill Road,North Andover, MA (`Boston Hill") Topsfield Assessor's Map 107C, Lot 0011 T-Mobile site#4DE6159A Modification: Replacement of five (5) existing antennas with six (6) antennas of the same length and width as existing antennas; removal of six(6) existing TMAs; and installation of three(3)hybrid fiber cables Request: Administrative approval for the modification of an existing Wireless Service Facility, Building Permit Town of North Andover Application for Plan Examination(the"Application") and Section 6409(a)of the Federal Middle Class Tax Relief and Job Creation Act of 2012 (the "Act"),to the extent required, all rights reserved Dear Mr. Brown: On behalf of T-Mobile, I am pleased to submit this eligible facilities request to modify its existing Wireless Service Facility("Facility") located on and at the existing building at the Site. The proposed modification consists of the following: replacement of five (5) existing antennas with six(6)upgraded antennas of the same length and width at the same elevation on the building; removal of six (6) existing tower mounted amplifiers ("TMAs"); and installation of three(3)hybrid fibers cable running up the building to the new upgraded antennas. As you may know, in February 2012 Congress passed the above-referenced Act. Section 6409 of the Act pertains specifically to modification of existing wireless facilities. Section 6409 (a) (1) of the Act states: IN GENERAL-Notwithstanding section 704 of the Telecommunications Act of 1996 (Public Law 104-104) or any other provision of law, a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Section 6409 (a) (2) of the Act defines "eligible facilities request"as follows: For purposes of this subsection, the term 'eligible facilities request' means any request for modification of an existing wireless tower or base station that involves-- T-Mobile USA,Inc. Office:505-286-270 =ax:50&286-2899 15 Commerce%'.ay Norton,ty1A 02766 T-Mobile Boston Hill Road,N.Andover,MA (A) collocation of new transmission equipment; (B) removal of transmission equipment; or (C) replacement of transmission equipment. Because the proposal entails the modification of the existing Facility involving only the above-referenced work,the modification is within the definition of"eligible facilities request'pursuant to the Act. Likewise,the modification will not substantially change the Facility and will not result in any increase in height of the existing building or antennas,nor will it increase the footprint of the existing T-Mobile equipment area. The Facility is shown in detail on the plans (the"Plans")included among the supporting materials attached hereto and incorporated herein by reference. There will be no significant change in the appearance of the Facility and no lighting is proposed. The modification will comply with all applicable building codes, including the Massachusetts Building Code. T-Mobile hereby submits the supporting materials required by the Application and the Act, including the fee of$156.00. T-Mobile respectfully requests that administrative approval be granted for the modification of its existing Facility, pursuant to the Application and Section 6409 of the Act,to the extent required, all rights reserved. T-Mobile respectfully requests that such approval be granted as soon as possible. If you have any questions or if you would like to discuss this matter further,please contact Martin Cohen,Network Building+Consulting, LLC as agent for T-Mobile at(781) 724- 3272, email mcohen@nbcllc.com. Sincerely, Kate Rugman Partner Delivery Manager, T-Mobile 2 T-Mobile Boston Hill Road,N.Andover,MA List of Attachments Building Permit Application for Plan Examination Filing fee in the amount of$156.00 Contractor Certificate of Insurance (including workers' compensation insurance) Construction Supervisor License Construction Drawings Initial Construction Control Affidavit Massachusetts P.E. stamped Structural Evaluation Letter I 3 Client#:1591898 141 HPCWIR ACORD. CERTIFICATE OF LIABILITY INSURANCE DAT 12//30/230/2D/YYY1f7 013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NRaT E:CT Dave Shellem BUT-Atlantic Risk Management PHONE 410-480-4429 ac No: 866-549-3345 A/C IE Ext): 5850 Waterloo Road,Suite 240 E-DDREMAIL SS: DShellem@bbandt.com A Columbia,MD 21045 INSURER(S)AFFORDING COVERAGE NAIC# 410 480-4400 INSURER A:Twin City Fire Insurance Compan 29459 INSURED INSURERS:Hartford Casualty Insurance Com 29424 HPC Wireless Services LLC INSURER C:Zurich American Insurance Compa 27855 22 Shelter Rock Lane INSURER D:Hanover Insurance Company 22292 Building CINSURER E:Lloyds of London FOREIGN Danbury,CT 06810 INSURER F:Travelers Indemnity Company 25658 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBRPOLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INR WVD POLICY NUMBER MM/DD MIDDlYYY A GENERAL LIABILITY X X 30UENKM7209 6/01/2013 06/01/2014 EACH � T OCCURRENCE $1-000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occur ence $300 000 CLAIMS-MADE a OCCUR MED EXP(An one person) $10,000 PERSONAL s ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY X Eo- X LOC $ F AUTOMOBILE LIABILITY X X BA2D862148 7/06/2013 07/06/201 CO ae eeD SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS LX H RED AUTOS X NON OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA UAB X OCCUR X X 30RHUKM5411 6/01/2013 06/01/2014 EACH OCCURRENCE s6,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s6,000,000 DED I X RETENTION$10,000 1 $ C WORKERS COMPENSATIONX WC552553801 7/06/2013 07/06/2014 X WC STATU• OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 11 yes,describe under E.L.DISEASE-POLICY LIMIT $1000,000 DESCRIPTION OF OPERATIONS below D Install.Floater X X RHOA0417600 7/06/2013 07/06/201 Limit:$1,000,000 E Professional Liab PGIARK0300600 7/06/2013 07/06/2014 Per Claim$2M i Agg$2M E Pollution Liab I I I PGIARK0300600 17/06/2013,07/06/2014 Per Occ. 2M/A 2M DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Insurance Verification. CERTIFICATE HOLDER CANCELLATION ANYBEFORE Insured Copy THE SHOULD EXP RATTIIONH DATE V THEREOF,DESCRIBE NOTICEI ES WILL CBE CDELIVERED N ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S11599369/M11473142 DHSH r t Massachusetts -Department of Public Safety Board of Building Regulations and Standards (unstrucuun Supcnisnr License. CS-107527 NOVA CREVIER 118 RIVERVIEW PLACE UNIT B Southbridge MA 01550 J,1,,,,,, Expiration Commissioner 06/09/2017 i Initial Construction Control Document "r To be submitted with the building peirnit application by a a d Registered Design Professional for work per the 8a'edition of the Massachusetts State Building Code,780 CMR,Section 107.6.2 Project Title: ,Rob(�� 'eh_rl_A]) qD E 61579 Date• 2191 Property Address: (W/( 0 64 "ver MA DI. J _ Project: Check one or both as applicable: New construction 0 ExistingConstruction Project description: f--ePA00 r 57A JJ &MIt S I mo=,ak��Q>4 hand alfVe�k MA Registration Number: S'W i Expiration date: fam a registered design professional, and hereby certify that I have prepared or dir ctly supervised the prep ration of all design plans,computations and specifications concerning: Entire Project [ ] Architectural [ ] Structural [ ] Mechanical Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, 1 shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Y _ �. Enter in the space to the right a"wet"or electronic signature and seal: 'E :r Phone number:" Z"L_ Email: k Kola n l fA( a� e-i f , u Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 r f o El TOTALLY COMMITTED A. GILr L w NB-C ENGINEERING SERVICES,LLC. t2D IXUVE 9ulE t06 ��s,D)nbD 92 T-MOBILE NORTHEAST LLC SITE NUMBER: 4DE6159A T ® ® ile -T MOBILE NORTHEAST LLC SITE NAME: B0159 / BOSTON HILL < NORTON15 COMMERCE MAA02766 ITEB , 02766 OFFICE:(508)286-2700 T-MOBILE MODERNIZATION 2014 - DESIGN 2C FAX:(508)286-2893 BOSTON HILL ROAD Know whars below. NORTH ANDOVER, MA 01845 Call before you dig. 4DE6159A SITE INFORMATION VICINITY MAP DRAWING INDEX 60159/BOSTON HILL BT N HILL ROAD N R SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(6)PROPOSED '°' '1' "') = '°�� T-1 TITLE SHEET Lil ORTH ANDOVERA01845 I- M c) ANTENNAS TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY. � '' C-1 EQUIPMENT PLAN&ELEVATION PROJECT DESIGN: T-MOBILE MODERNIZATION 2014-2C : '7,'. A-1 ANTENNA PLANS&ANTENNA SCHEDULE p SITE ID NUMBER: 4DE6159A A-2 ANTENNA MOUNTING DETAILS REVISIONS 911 SITE ADDRESS: BOSTON HILL ROAD ` "• * NORTH ANDOVER.MA 01845 E-1 ELECTRICAL&GROUNDING DETAILS LATITUDE(NAD 83): 42.64610° - LONGITUDE(NAD 83): -71.09380° ; T' JURISDICTION: TOWN OF NORTH ANDOVER ,°' (3 COUNTY: ESSEX COUNTY w W CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY 0 03/06/14 FINAL RPL STRUCTURE TYPE: ROOFTOP �ttt '' z REV DATE DESCRIPTION BY STRUCTURE HEIGHT: 84'-3"(AGL) Vol + �3 ':- ;,—, f DO NOT SCALE DRAWINGS m§" y THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24-X36'.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY L 1i4 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE Q RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. h r DIRECTIONS 1 1� FROM 15 COMMERCE WAY,NORTON,MA 02766: APPROVAL BLOCK TAKE 1-495 N.TAKE EXIT 13A TO MERGE ONTO 1-95 N TOWARD BOSTON.KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR 1-95 N/PORTSMOUTH NH AND MERGE ONTO I-95 N.IN 29.7 MILES TAKE EXIT 37B TO MERGE ONTO 1-93 N TOWARD CONCORD NH.IN o 6.2 MILES TAKE EXIT 41 TOWARD ANDOVER/N ANDOVER.MERGE ONTO MA-125 N/BALLARDVALE ST. CONTINUE TO FOLLOW PROJECT TEAM MILES.MA-125 N FOR 2.6 TURN RIGHT OGOULD RD. CONTINUE HAROLD PARKER MILES ONTO JENKIINS RD.IN 1.1 MILES CONT NUEONTO BOSTONST.IN 2 MILES TURNLEFT ONTO BOSTON HILL RD.S TE IS it O a 0 APPLICANT: T-MOBILE NORTHEAST LLC LOCATED AT THE END OF BOSTON HILL ROAD. a a w N w 15 COMMERCE WAY,SUITE B ¢ 2 Q O 0_ Z KRUPAKARAN KO LANDAIVEIU,P.E. NORTON,MA 02766 CODE COMPLIANCE 1:1 El W MA PROFESSIONAL ENGINEER UC.#50019 OFFICE:(508)286-2700 PROPERTY OWNER DATE FAX:(508)286-2893 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF PROJECT MANAGEMENT FIRM: NETWORK BUILDING&CONSULTING,LLC. THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE ❑ ❑ ❑ 7380 COCA COLA DRIVE,SUITE 106 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. HANOVER,MD 21076 2009 INTERNATIONAL BUILDING CODE ANSVTIA-222-G SITE ACQUISITION DATE (410)712.7092 ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. 2008 NATIONAL ELECTRICAL CODE TIA 607 1:1 ❑ TITLE SHEET 7380 COCA COLA DRIVE,SUITE 106 2009 NFPA 101,LIFE SAFETY CODE INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 CONSTRUCTION MANAGER DATE S HANOVER,MD 21076 (410)712-7092 2009 IFC IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION ❑ ❑ ❑ • AMERICAN CONCRETE INSTITUTE TELECORDIA GR-1275 ZONING DATE • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSVT 311ca ❑ ❑ ❑ • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE z T=1 w w GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL"TO LOCATE ALL COMPANY OR OTHER PUBLIC AUTHORITIES. UnUTIES PRIOR TO EXCAVATING. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE z TOTALLY COMMITTED. COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT& THE OWNER'S REPRESENTATIVE. 0 Z 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER. IN 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY LLJ WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. N84C EN,GINNE,ERING SERVICES,LLC. SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13. PROPERTY UNE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, "I"�"'"''OBE FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE 14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. CONSTRUCTION OF THIS FACILITY. 15. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN ®pp S. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE ® -Mobile. . .MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED. 1 PROJECT.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM T-MOBILE NORTHEAST LLC THIS FACILITY. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SIZE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION aa15 COMMERCE WAY,SUITE B ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). Q 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR NORTON,MA02766 ENGINEERING PRIOR TO INSTALLATION. SANITARY SERVICE. OFFICE:(508)286-2700 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. FAX:(508)286-2893 ANSI/EIA/TIA 222-G REQUIREMENTS. 4DE6159A 60159/BOSTON HILL o BOSTON HILL ROAD uzull NORTH ANDOVER, MA 01845 EX/STING ROOFTOP I_- TOWER w REVISIONSJL 1 o Z _ w 70P OF ROOF DECK OPROPOSED T-MOBILE ECEV.=B4=0"t AGL w ANTENNA MOUNTED TO Z EX/STING T-MOB/LE RBS NEW PIPE 5 f 2106 EOUIPMENT CAB/NET EX/STING T-_MOBILE ANTENNAS 0 (TO BE REMOVED) PROPOSED (3) HYBRID CABLE RUNS PROPOSED T-MOBILE ANTENNA (GAMMA X70(03 AGL LU TO FOLLOW EXISTING COAX ROUTE TO REPLACE EXISTING ANTENNA PROPOSED rt OF T-MOBILE ANTENNAS ALONG EXTERIOR OF BUILDING (2 PER SECTOR FOR ALPHA& ®----- (GAMMA) ELEV.=70:Ot AZ[ BETA, I FOR GAMMA SECTOR) _\ 0 03/06/14 FINAL RAL REV DATE DESCRIPTION BY PROPOSED T-MOBILE ANTENNA TO 1 _--_ I PROPOSED CE OF T-MOBILE ANTENNAS REPLACE EXISTING ANTENNA (2 / [] --__ I ALPHA h BETA)U27=_60:0 AG t L PER SECTOR FOR ALPHA& BETA, EXISTING T-MOBILE ANTENNAS 1 FOR GAMMA SECTOR) ,3 PROPOSED (3) HYBRID CABLE RUNS 1----t--1 ALPHA &BETA _ELEV.=60:03 AGY / TO FOLLOW EXISTING COAX ROUTE / 1 ALONG EXTERIOR OF BUILDING I d _ EXIST/NG EQUIPMENT 1 1 _--7 ROOM ON 47H FLOOR Q 1 1 I EX/STING T-MOBILE 1 EOU/PMENT ON 47H I Q l l / FLOOR(TYP) I ZFrn LIJ EX/STING T-MOBILE RBS 6702 EgUIPMENT CABINET l 1 �� ,'�-"I------ / / ® EXIST/NG 6 EX/ST/NGl l STORY BUILDING T-MOBILE PPC 1 1 1 1 1 / I l � EX/ST/NG EgU/PMEN7 1 L BY OTHERS(TYP.) KRUPAKARAN KOLANDAIVELU,P.E. 0 MA PROFESSIONAL ENGINEER LIC.#50019 Z LU EX/ST/NG STA/RCASE GROUND LEVEL ELEV.=0.0'+AOL PROPOSED T-MOBILE ANTENNA MOUNTED TO NEW PIPE EQUIPMENT PLAN CI I STRUCTURAL NOTE: & ELEVATION THE STRUCTURAL ANALYSIS OF THE EXISTING Z STRUCTURE IS PROVIDED BY NB+C ENGINEERING TD SERVICES, LLC (NB+C ES). NB+C ES PROJECT NO.: 27017 - 40E6159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. GRAPHIC SCALE GRAPHIC SCALE o 1 EQUIPMENT PLAN 2.5 S 2 ELEVATIONZ �- SCAL=:1'=5'-0' C 1 SCALE:1'a 10'-0' I- C-1 (IN FEET) LLI (Iry FEET) 11NCH= 10 FEET W 1 IN : 5 FEET le 0 1 TOTALLY COMMITTED NB+C ENGINEERING SERVICES.I.I.C. rxo much•owve,sure=m �•=o�rn:miosz T-MOBILE NORTHEAST LLC SITE NUMBER: 4DE6159A T - ® ®bile® ® ® T-MOBILE NORTHEAST LLC SITE NAME: B0159 / BOSTON HILL < 15 COMMERCE WAY,SUITE B NORTON,MA02766 f OFFICE:(508)286-2700 T-MOBILE MODERNIZATION 2014 - DESIGN 2C FAX:(508)286-2893 BOSTON HILL ROAD Know whars below. NORTH ANDOVER, MA 01845 Call before you dig. 4DE6159A SITE INFORMATION VICINITY MAP DRAWING INDEX 60159/BOSTON HILL o BOSTON HILL ROAD Z NORTH ANDOVER,MA 01845 SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(6)PROPOSED �j ="'`�.k �4 _ 'Y ''�` /` s .b '� � �'`'' �.` � ' T-1 TITLE SHEET ANTENNAS TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY. CA EQUIPMENT PLAN&ELEVATION � x A-1 ANTENNA PLANS&ANTENNA SCHEDULE P REVISIONS DESIGN: T-MOBILE MODERN IZATION 2014-2C SITE ID NUMBER: 4DE6159A T , Wy� - ° A-2 ANTENNA MOUNTING DETAILS 911 SITE ADDRESS: BOSTON HILL ROAD ` n «,l x' ti � �5;' { �' �` .� �1 1 1 E-1 ELECTRICAL&GROUNDING DETAILS NORTH ANDOVER,MA 01845 LATITUDE(NAD 83): 42.64610' ' y LONGITUDE(NAD 83): 71.09380° y -S•ITE i, .' • - JURISDICTION: TOWN OF NORTH ANDOVER COUNTY: ESSEX COUNTYLU CURRENT USE: TELECOMMUNICATIONS FACILITY ,i 'n ,y -/ r •�•.3, PROPOSED USE: TELECOMMUNICATIONS FACILITY d. '� •' �� 0 03/05/14 FINAL RAL STRUCTURE TYPE: ROOFTOP z REV DATE DESCRIPTION BY STRUCTURE HEIGHT: 84'-3'(AGL) 41 ct., p. DO NOT SCALE DRAWINGS 5 � p4 . y : E°F—, .f; THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36".CONTRACTOR SHALL `'•� �. Y+ ,,' t'# r lr ( ��^s VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND - '=Pf=•:" ? �, SHALL IMMEDIATELY NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY kg DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE z t '•�� v Ia.y RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. rJ1 Uj DIRECTIONS Cc APPROVAL BLOCK a "W"k, % FROM 15 COMMERCE WAY,NORTON,MA 02766: TAKE IA95 N.TAKE EXIT 13A TO MERGE ONTO 1-95 N TOWARD BOSTON.KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR 1-95 N/PORTSMOUTH NH AND MERGE ONTO 1-95 N.IN 29.7 MILES TAKE EXIT 37B TO MERGE ONTO 1-93 N TOWARD CONCORD NH.IN w PROJECT TEAM 6.2 MILES TAKE EXIT 41 TOWARD ANDOVERM ANDOVER.MERGE ONTO MA-125 N/BALLAROVALE ST.CONTINUE TO FOLLOW w w p O MA-125 N FOR 2.6 MILES.TURN RIGHT ONTO GOULD RD.CONTINUE ONTO HAROLD PARKER RD.IN 1.5 MILES TURN LEFT Q p~ a w ONTO JENKINS RD.IN 1.1 MILES CONTINUE ONTO BOSTON ST.IN 1.2 MILES TURN LEFT ONTO BOSTON HILL RD.SITE IS '0 0.<n APPLICANT: T-MOBILE NORTHEAST LLC LOCATED AT THE END OF BOSTON HILL ROAD, IL a m N w 15 COMMERCE WAY,SUITE B a a¢ 0 of Z KRUPAKSION L ENGINEER LI,P.E. NORTON,MA 02766 CODE COMPLIANCE ❑ ❑ ❑ W MA PROFESSIONAL ENGINEER LIC.#50019 OFFICE:(508)286-2700 PROPERTY OWNER DATE FAX:(508)286-2893 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF PROJECT MANAGEMENT FIRM: NETWORK BUILDING&CONSULTING,LLC. THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE 7380 COCA COLA DRIVE,SUITE 106 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ❑ ❑ ❑ HANOVER,MD 21076 SITE ACQUISITION DATE (410)712-7092 2009 INTERNATIONAL BUILDING CODE ANSI/TIA-222-G ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. 2008 NATIONAL ELECTRICAL CODE TIA607 ❑ ❑ ❑ TITLE SHEET 7380 COCA COLA DRIVE,SUITE 106 2009 NFPA 101,LIFE SAFETY CODE INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 Iv CONSTRUCTION MANAGER DATE w HANOVER.MD 21076 (410)712-7092 2009 IFC IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION • AMERICAN CONCRETE INSTITUTE TELECORDIA GR-1275 ZONING DATE • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSVT 311 ❑ ❑ ❑ • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE z Tml w w � 1 UFn YE 7.as• 1z.oa• CLAPPROPOKIT AIR TOTALLY COMMITTED EYE CLAMP KIT(KATHRE(N Z. PARTS 85010070) (} Z 2-3/8•TO 4-1/2• PROPOSED W NB+C ENGINEERING SERVICES,LLC. GALVANIZED STEEL AIR21 ANTENNA ,� wuawve su.E,a 6.85' PIPE (TYP) PROPOSED m � � PROPOSED AIR AIR21 ANTENNA CLAMP KR (KATHREIN . PART/ 85010070) EX/ST/NG CONCRETE WALL .a PROPOSED AIR O PROPOSED 2-3/8• CLAMP KR(KATHREIN T ®bile MOUNTING PIPE PART# 85010070) 61 ■ ■ ■ - ■ ■ ■ 1/2'0 Hlln HIT EX/SbNG MY-200 I HIT PROPOSED 3' STANDOFF MOUNT/NG 48V DC GROUNDING T-MOBILE NORTHEAST LLC n WIRELESS WALL MOUNT T'/PE POWER POINT (SITE PRO 1 PART/WWM03 SUPPLY � 8 OR APPROVED EQUAL) EXISTING 15 COMMERCE WAY,SUITE B U4irS T/dA NORTON,MA 02766 12.08' aancu ea INDICATORS OPTICAL CABLE OFFICE: 508 286-2700 Puri INPUT /2 ( ) _ i FAX:(508)286-2893 MFCHANICAI CPFCIFIGATIONC w OPnCAL CABLE HEIGHT: 55.98 IN PROPOSED HYBRID RF CONNECTOR 01 INPUT/I WIDTH: 12.09 IN a TRUNK CABLE (7/16, + 45') ® RF CONNECTOR 02 DEPTH: 7.87 IN (7/16, + 45') (2)EX I ST/NG LAIU LOWER v COAX JUMPERS LOWER EYE F 4DE6159A POWER/FIBER 80159/BOSTON HILL e JUMPER CABLE 3 2 BOSTON HILL ROAD ANTENNA CONNECTION INTERFACE DETAIL z A-2 NTS NORTH ANDOVER,MA 01845 POWER/FIBER _ T JUMPER CABLE ANTENNAE FRONT $ CONNECTIONS " 2 ANTENNA MOUNTING DETAILS REVISIONS A2 ERICSSON AIR-21 PANEL ANTENNA(ELEVATION) MS A2 NTS V U z 0 U) O 0 03106M FINAL RAL REV DATE DESCRIPTION BY SIDE B SIDE A 250,370,490NM f--120120 500±45 75MM 0 x 240MM LONG 170±20---jED ®®® HYBRID CABLE WEIGHT 3 DIVIDER Potq OCD-2 PLUG k ® M CLASSIC E GREEN ® 9I 6/C #10 1 0.46LB/FT f 1.52LB/M 1 000±30--y S OCD-2 PLUG ®®® 6/C /8 1 0.68LB/FT I 2.23LB/M 1060±30 z f1 iL,ix OCD-2 PLUG81 UE 1120 30± YELLOW 1180±30 U3 Yury vV r OCD-2 PLUG LLI - tv 19 BLACK 6 POWER 1240±30 LL OCD-2 PLUG WHITE O CONDUCTORS 1300130 OCD-2 PLUG O_ S yF 18MM TO 32MM �y,���L�1fi1. RED DIAMETER HYBRID POWER CABLE CABLES POSSIBLE 150110 POWER " GREEN L+TOLERANCE L+TOLERANCE POWER CABLE COMMON REF SIDE A SIDE B aad POWER CABLE BLUE FIBER OPTIC DRAIN WIRE NO. HOOKiiE WIRE CABLE WE F—500±20COLOR DESIGNATOR COLOR RRH SIDE A SIDE B 4Mt0.2N ODC L NG RU 8 -48V BLACK RED Z KRUPAKARAN KOLANDAIVELU,P.E. NO. PLUG PIN PIN COLOR LCO BOOTS SIDE B GROMMETS 124 1 OV GREY RED BUCK Z MA PROFESSIONAL ENGINEER LK;.#50019 ASSEMBLY ODC-2 1 B L-J STANDARD LABEL W HEX 19 TOLERANCE LLNCTH 1 REO 2 A SHORT BREAKOUT 1000 ± 30 Q 84002345 GROUND DRAIN COMMON DRAIN +80 L < 5M OOC-2 1 B Q -48V BLACK GREEN 2 GREEN )Ofi0 t 30 ATTEN ON GREEN 2 A 5TANOARO LABEL +29. L 2 5M ODC-2 1 B 1 Q 0 NOT 7W15 84087128 O O 3 BLUE 2 q BLUE 1120 ± 30 A B 2 OV GREY GREEN WHITE POWER ODC-2 1 8 LC OUP LE3(FRONT VIEW 4 YELLOW 1180 t 30 YELLOW 2 A GROUND DRAIN COMMON DRAIN ANTENNA LENGTH DIAMETER ODC-2 1 8 5 BLACK 2 A BLACK 1240 ± 30 2 -48V BLACK BLUE F PIN I PIN 2 L S 60M 6MM'IOAWG) nA ODC-2 PLUG FRONT VIEW L 2 60M IOMM'(8AWC) 6 WHITE 2 q WHITE 1300 ± 30 3 OV GREY BLUE ORANGE W MOUNTING GROUND DRAIN COMMON DRAIN c/) DETAILS 4 MILE HYBRID CABLE 3 POWER/6 FIBER A Z NTS ru A=2 W ELECTRICAL & GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL ODE(NEC) AS WELL AS APPLICABLE STATE AND LOCAL ODES. (F)SECTOR"A' fE)SECTOR 'B' fEl SECTOR'C"- S ) (P)SMART BIAS-TEE NEW FROM BEHIND) NEW FROM BEHIND) NEW FROM BEHND) 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCUREDB 8 8 8 B B B B B B B B (GROUND PER MANU.SPECS) Z PER SPECIFICATION REQUIREMENTS. (1 PER SECTOR,3 TOTAL) A P A P A P A 2 4 4 2 2 4 4 2 2 4 4 2 P A P A P (P)AIR21 ANTENNA 2 PER SECTOR.6 TOTAL) z TOTALLY COMMITTED 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY (E)UMTS TMA W DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE (RELOCATED TO 82A/84P SIDE, G C C NB+C ENGINEERING SERVICES,LLC. COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. RECONNECT(E)GROUNDING) GG (1 PER SECTOR, 3 TOTAL) �- (P)PIPE MOUNT (P)FIBER AND POWER 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE (1 TOTA.) 0 JUMPERS FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. (S PER SECTOR, 15 TOTAL) 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE C G G (f)P/PE n/OUNf IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID G- C G G G-C (2 PER SECTOR,5 TOTAL) SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LOCATIONS SUBJECT G-G C G- G-G- C G- -C G- C-G G-G G 6 (TYP) TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL METALLICT -Mobile. . . i ® BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR 1 ( ) RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC AS PERMITTED BY ROUTE(P)FIBER TRUNK CABLES P)HYBRID TRUNK CABLE (f)EOU/P,VEWT CABLA2T T-MOBILE NORTHEAST LLC CODE). WITH(E)COAX 10 ANTENNA SECTORS (RBS 2106) 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND (EJ COAX (E)T-mmur PPC (TO BE REMOVED) 6 EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL a: 15 COMMERCE WAY,SUITE B CONDUITS (RGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL I a NORTON,MA02766 OR NONMETALLIC CONDUITS. TIL- (EJ EOULPALENT CAB/NET OFFICE:(508)286-2700 (RBS'6101) FAX: 508 286-2893 8. BURIED CONDUIT SHALL BE RIGID NONMETAWC CONDUIT (RIGID SCHEDULE G G-C-C G- G- G G G ( ) 40 PVC): DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, GROUKLXTY' ULE ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. .IN,,„..,.m.,.._ P z 9. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND (C}MMS P 41G#2#56-1584-T OR EQUN.) 1 (�) OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 2 10.ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THHN, THWN-2, OR THIN {E} ( 1) INSULATION. (E)EOIIPME#NT 1dlx- 4DE6159A (P) 2AWG TINNED COPPER CONDUCTOR 601591 BOSTON HILL 11.RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTIUTY D TO GROUND G 0 Cl DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED (GROU g ,SPECS) O ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE LL BOSTON HILL ROAD INSTALLATION WITH UTILITY COMPANY. OMMO(P)ANTENNA M MOM.SPECS G G G G-G-G G G G GG G w NORTH ANDOVER,MA 01845 (E}SECYOR CSR F- 12.RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION (E)GROUND RING = = 4(TYP) 05 POINT AND PROJECT OWNER CELL TELCO CABINET AIVU BTS CABINET NOTES: G- G- G-G-G C-G-G- G-G-G-G- G-G S INDICATED ON THIS DRAWING. PROVIDE IDE FULL LENGTH PULL ROPE IN A PROVIDE 12AWG GROUNDING CONDUCTOR,U.O.N. INSTALLED TELCO CONDUIT. PROVIDE GREENLET CONDUIT MEASURING TAPE B.DO NOT INSTALL GROUND KIT AT BEND.DIRECT AT EACH END. GROUND WARE DOWN TO ANTENNA BUSSBAR. GROUNDING RISER DIAGRAM 13.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. E 1 NTS REVISIONS 14.PPC SUPPLIED BY PROJECT OWNER. 15.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL STE GROUNDING STANDARDS. 16.GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS U CABLE GROUNDING KITS SUPPUED BY PROJECT OWNER. CONDUT (E)EQUIPMENT CABINET 17.USE /6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR E)POWER CONDUIT (RBS 2106) z ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED)AND {2 SOLID (TO BE REMOVED) TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. E T-MOBILE PPC Ex15TING EQUIPMENT 18.ALL POWER AND GROUND CONNECTIONS TO BE CRIMP-SME, COMPRESSION () CABINET RBS 6102 WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR 0 03/06/14 FINAL RAL OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED REV DATE DESCRIPTION BY STEEL. 19.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RICHT ANGLE. ALWAYS MAKE AT LEAST 12' 1 RADIUS BENDS. JS WIRE CAN BE BENT AT 6- RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. e 20.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE E E E C COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 7 t ?ti1ti� r�� 21 APPOXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND CONLNYECTIONS. 2 POWER DIAGRAM h rUJ E1 NTS � :i. NO.SIN 11 22.CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC LL MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING O �O 4..GfSrES;!c POINT BETWEEN EXISTING TOWER/MONOPOLE GROUNDING RING AND d `SS EQUIPMENT GROUNDING RING. PY4 23.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD 'YV' RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUM M2AWG WITH LONG BARREL COMPRESSION LUGS.USE STM WASHERS, RESISTANCE REQUIRED. LOCKWASHERS,AND STAINLESS STEEL HARDWARE TO SECURE TO EXtERNAL GROUND BAR BY GENERAL CONTRACTOR. 24.CONTRACTOR SHALL CONDUCT ANTENNA. CABLE, AND LNA RETURN-LOSS AND DISTANCE-TO-FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD NEW COAXIAL GROUND KITS WITH LONG BARREL COMPRESSION LUGS WITH TWO(2) RESULTS FOR PROJECT CLOSE OUT. 3/8.0 BOLTS AND LOCK WASHERS SIMILAR TO ANDREW 3241088-9. 25.THE T-MOBILE ELECTRICAL EQUIPMENT INCLUDING PANEL, SWITCH CEAR AND STAINLESS STEEL HARDWARE Z KRUPAKARAN KOIANDAIVELU,P.E. DISCONNECT ARE TO BE LABELED WITH ENGRAVED BAKELITE LABELS. Z MA PROFESSIONAL ENGINEER UC.#50019 COPPER GROUND BAR TWO HOLE COPPER W COMPRESSION TERMINAL 4V6. )(D(TYP) GROUNDING CABLEELECTRICAL LEGEND xa CRWND BAR ELI ATIOSAFETY DISCONNECT SWITCH A AMPERE IN. STAR WASHER(TYP) PANEL BOARD C CONDUIT _ FIAT WASHER(TYP) ELECTRICAL YA'.IY[HEX BOLT KILOWATT HOUR METER EMT ELECTRICAL METALLIC TUBING 1x.( NUT(NP) w & GROUNDING SOUD-TINNED COPPER CONDUCTOR TO GROUND BUS. GROUND BAR ❑T TRANSFORMER G GROUND NOTES: GROUNDING CABLE EXPOSED BARE COPPER TO BE KEPT TO � DETAILS 1.ALL HARDWARE STAINLESS STEEL COAT ALL SURFACES WITH KOPR-SHIELD ABSOLUTE MINIMUM,NO INSULATION ALLOWED CIRCUIT BREAKER GFI GROUND FAULT INTERRUPTING BEFORE MATING. SECTION'A-A' WITHIN THE COMPRESSION TERMINAL(TYP.) KWH KILOWATT HOUR 2.FOR GROUND BOND TO STEEL ONLY:INSERT A TOOTH WASHER BETWEEN NOTES: MANUAL TRANSFER SWITCH LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD. MCB MAIN CIRCUIT BREAKER 3.ALL HOLES ARE COUNTERSUNK)la 1.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. ® AC GENERATOR CONNECTOR P POLE m WEATHERPROOF GR DUPLEX ® RECEPTACLE sw swlrcH GROUNDING BAR CONNECTIONS zEml -E ELECTRICAL WIRING V VOLT E 1 NTS w -3 TELCO WIRING W WIRE W S 4 \ �m E3 UEl E3 ED z TOTALLY COMMITTED obil w NB-C ENGINEERING SERVICES,LLC. .� rm�uuvS RICES, wo ot2=� •Sao;A2= ­ T-MOBILE NORTHEAST LLC SITE NUMBER: 4DE6159A ® ® ® -Mobile- ® T-MOBILE NORTHEAST LLC SITE NAME: B0159 / BOSTON HILL < 15 COMMERCEWANORTON,MA 022766766 EB - -, � OFFICE:(508)286-2700 T-MOBILE MODERNIZATION 2014 - DESIGN 2C �' FAX:(508)286-2893 BOSTON HILL ROAD Know whaYsbelow. NORTH ANDOVER, MA 01845 Call before you dig. 6 4DE6159A SITE INFORMATION VICINITY MAP DRAWING INDEX R BOST BOSTON HILL BOSTON HILL ROAD * NORTH ANDOVER,MA 01845 SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(6)PROPOSED �v + '+ T-1 TITLE SHEET ANTENNAS TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY- ._yr - C-1 EQUIPMENT PLAN&ELEVATION PROJECT DESIGN: T-MOBILE MODERNIZATION 2014-2C Asa rij F -. A-1 ANTENNA PLANS&ANTENNA SCHEDULE REVISIONS SITE ID NUMBER: 4DE6159A + t % ;tv fi 'W tT Yy } A-2 ANTENNA MOUNTING DETAILS 911 SITE ADDRESS: BOSTON HILL ROAD r ♦ r '•, n a. -,a� e E-1 ELECTRICAL&GROUNDING DETAILS NORTH ANDOVER,MA 01845 LATITUDE(NAD 83): 42.64610° �+ LONGITUDE(NAD 83r -71.09380° ..717E 4' JURISDICTION: TOWN OF NORTH ANDOVER '` .-<'`� eA � COUNTY: ESSEX COUNTY , .,,� t, - - •-+ x CURRENTUSE: TELECOMMUNICATIONS FACILITY t`v; PROPOSED USE: TELECOMMUNICATIONS FACILITY n�a y a x o 03/06114 FINAL RALSTRUCTURE TYPE: ROOFTOP a .1 ' `°�`'�ti '+ nl�I a. Z shy r ay# p. w REV DATE DESCRIPTION BY STRUCTURE HEIGHT: 84'-3°(AGL) .r'^�,• '' y�`Y r < s W DO NOT SCALE DRAWINGS � Y � AA, � .� THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24'X36'.CONTRACTOR SHALL a �a `' ';c•)Ri�`� 'yy - VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER I ENGINEER IN WRITING OFANY b- +tlep DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE r I 4• ,,;i - ��, j TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. .xx DIRECTIONS p APPROVAL BLOCK FROM 15 COMMERCE WAY,NORTON,MA 02766: TAKE 1.495 N.TAKE EXIT 13A TO MERGE ONTO 1-95 N TOWARD BOSTON.KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR 1.95 0 NIPORTSMOUTH NH AND MERGE ONTO 1-95 N.IN 29.7 MILES TAKE EXIT 37B TO MERGE ONTO 1-93 N TOWARD CONCORD NH-IN w 6.2 TAKE EXIT 41MA-125 N/BALLARDVALE ST.CONTINUE TO FOLL PROJECT TEAM MA-125EN OR 2-6 MILES-TO RNRRIGHTT ONTO GOULLD RD. ONTTINUEE ONANDOVERIN ANDOVER.MERGE TO HAROLD PARKERRD. N 1.5 MILES TURN LEFT OW o Q LU W W a w ONTO JENKINS RD.IN 1.1 MILES CONTINUE ONTO BOSTON ST.IN 1.2 MILES TURN LEFT ONTO BOSTON HILL RD.SITE IS (r I z a U) APPLICANT: T-MOBILE NORTHEAST LLC LOCATED AT THE END OF BOSTON HILL ROAD. 0- 0-¢ o rc KRUPAKARAN KOLANDAIVELU,P.E. 15 COMMERCE WAY,SUITE B Z MA PROFESSIONAL ENGINEER UC.#50019 OFFICE:(508)286-2700 ❑ ❑ ❑ w NORTON,MA 02766 CODE COMPLIANCE FAX: E: 08)28 PROPERTY OWNER DATE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF PROJECT MANAGEMENT FIRM: NETWORK BUILDING&CONSULTING,LLC. THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE ❑ ❑ ❑ 7380 COCA COLA DRIVE,SUITE 106 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES- HANOVER,MD 21076SITE ACQUISITION DATE • 2009 INTERNATIONAL BUILDING CODE ANSI/TIA-222-G (410)712-7092 ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. 2008 NATIONAL ELECTRICAL CODE TIA 607 -❑ ❑ ❑ TITLE SHEET 7360 COCA COLA DRIVE,SUITE 106 2009 NFPA 101,LIFE SAFETY CODE INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 CONSTRUCTION MANAGER DATE _ HANOVER.MD 21076 u> (410)712-7092 2009 IFC IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION • AMERICAN CONCRETE INSTITUTE TELECORDIA GR-1275 ZONING DATE • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSVT 311 ❑ ❑ ❑ • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE ztTj Tml LU GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL"TO LOCATE ALL COMPANY OR OTHER PUSUC AUTHORITIES. UTLITES PRIOR TO EXCAVATING. silo 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11.IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE. PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE z TOTALLY COMMITTED COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT& THE OWNER'S REPRESENTATIVE. (7 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER. IN 12.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY W NB-C ENGINEERING SERVICES,LLC. WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. mu�su,E,a SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ,x m.GioaFn ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13.PROPERTY UNE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, ItOt"�''09S FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE 14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. CONSTRUCTION OF THIS FACILITY. 15. THE PROPOSED FACILITY WILL CAUSE ONLY A 'DE STRUCTURES INCREASE IN T ll� 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE. NO DRAINAGE STRUCTURES ARE MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED. ® ® ® ® ■ PROJECT.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ` THE MANUFACTURER'S RECOMMENDATIONS. 16.NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM UQz T-MOBILE NORTHEAST LLC THIS FACILITY. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING � A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION 15 COMMERCE WAY,SUITE B ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR NORTON,MA 02766 ENGINEERING PRIOR TO INSTALLATION. SANITARY SERVICE. OFFICE:(508)266-2700 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. FAX:(508)286-2893 ANSI/EIA/nA 222—G REQUIREMENTS. 4DE6159A 80159/BOSTON HILL U- BOSTON HILL ROAD z ExisnNc RooFrOP NORTH ANDOVER,MA 01845 0505 TOWER REVISIONS _TOP OF ROOF DECK E[EV.=84=0 t ACL O PROPOSED T—MOBILE ANTENNA MOUNTED TO Z EXLS7/NG T—MOB/LE RBS NEW PIPE 9 2106 EOUIPMENT CAB/NET fX/SnNG T—_MOBILE ANTENNAS (TO BE REMOVED) PROPOSED (3) HYBRID CABLE RUNS PROPOSED T—MOBILE ANTENNA (L°AMMA EG�70�ATL Lu TO FOLLOW EXISTING COAX ROUTE TO REPLACE EXISTING ANTENNA PROPOSED TL OF T—MOBILE ANTENNAS ALONG EXTERIOR OF BUILDING (2 PER SECTOR FOR ALPHA& ®——--- (GAMMA) ELEY.-70:0 t AGL r—�_ 1/ BETA 1 FOR GAMMA SECTOR) o ovos/u AL FINruL R PROPOSED T—MOBILE ANTENNA TO 1 —�— I PROPOSED rE OF T—MOBILE ANTENNAS EV DATE DESCRIPTION BY REPLACE EXISTING ANTENNA (2 / I Q —ALPHA& BETA) ELEV;;60:0 1 AGL PER SECTOR FOR ALPHA& BETA / o- _1 1 EX/ST/NG T—_MOB/LE ANTENNAS 1 FOR GAMMA SECTOR) I ,3 I �� I J LPH—AY BETA ELEV.><60:03 ACL PROPOSED (3) HYBRID CABLE RUNS —t TO FOLLOW EXISTING COAX ROUTE I I I ALONG EXTERIOR OF BUILDING I 4. EX/ST/NC EOU/PMENT I I ROOM ON 4TH FLOOR / 1 I I EX/STING T—MOBILE l O \ / EOU/PMENT ON 4TH 1 l / FZOOR(TYP) I Z P I i / O / h 10 II ' 1L� LL EX/ST/NG TIP RBS fl 6702 EOU/PT CAB/NET / —11J—————— I I ® ZSTORY BU/CD/NG EXISTING 6 O_ coy/v�Y�.1�r EX/ST/NG 1 1 T—MOB/LE PPC 1 I I / 1 l � EX/STING COU/PARENT 1 / BY OTHERS(TYP.) Z KRUPAKARAN KOLANDAIVEIU,P.E. MA PROFESSIONAL ENGINEER LIC.#50019 W EX/ST/NG STAIRCASE GROUND LEVEL ELEV.=0.0't AGL PROPOSED T—MOBILE ANTENNA MOUNTED TO NEW PIPE EQUIPMENT PLAN STRUCTURAL NDTE: w & ELEVATION THE STRUCTURAL ANALYSIS OF THE EXISTING R= TR SUCTURE IS PROVIDED BY NB+C ENGINEERING SERVICES, LLC (NB+C ES). NB+C ES PROJECT NO.: 27017 — 4DE6159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. GRAPHIC SCALE GRAPHIC SCALE m 1 EQUIPMENT PLAN ° 2 ELEVATION ° : _ C-1 SCALE:1"=6'-0' C 1 SCALE:1-=10'-0' (Try FEET, (IN FEET 1 IN = 5 FEET 1 INC.= 'IlFEET LLI EXISTING ANTENNA INFORMATION PROPOSED ANTENNA INFORMATION z TOTALLY COMMITTED. SECTOR ANTENNA ANTENNA RAD SIZE(INCHES) SJAI ANTENNA ANTENNA RAD SIZE(INCHES) w MANUFACTURER QUANTITY&MODEL CENTER MANUFACTURER MODEL CENTER NB+C ENGINEERING SERVICE$LLC. µ�ao ALPHA RFS (1)APX 160WV-16DWIIS 60' 55.9x13x3.15 ERICSSON AIR21 82A/84P 60' 56xl2x8 «L.opss+wz ALPHA RFS (1)APXV16-2065165 60' 53.1x6.9x3.15 ERICSSON AIR21 84A/82P/ 60' 56x1228 BETA RFS (1)APX 16DWV-I6DWVS 60' 55.9 x 13x 3.15 BETA ERICSSON AIR21 B2A/B4P 60' 56x12x8 BETA RFS (1)APXV18-2065165 60' 53.1 xG.9x3.15 BETA ERICSSON AIR21 B4A/82P 60' 56x1228 ® ® ® -Mobile. . . GAMMARFS (I)APX I6DWV-160WV5 70' 55.9x130.15 GAMMA ERICSSON AIR21 82A/84P 70' S6x12x8 T-MOBILE NORTHEAST LLC =lM GAMMA ERICSSON AIR21 B4A/B2P 70' 56x12x8 E 15 COMMERCE WAY,SUITE B STRUCTURAL NOTE: C NORTON,MA02766 THE STRUCTURAL ANALYSIS OF THE EXISRNG OFFICE:(508)266-2700 STRUCTURE IS PROVIDED BY NB+C ENGINEERING SERVICES, LLC (NB+C ES). NB+C ES PROJECT FAX:(508)286-2893 NO.: 27017 - 4DE6159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. 4DE6159A 80159/BOSTON HILL BOSTON HILL ROAD Z NORTH ANDOVER, MA01845 s:v `LSQy� EX/ST/NG MOE GSM REVISIONS TMA TO REMOVED EMOVEV£O (7YP OF 2 PER SECTOR) EX/ST/NG T-MOBILE EXIST/NC T-MOBILE EXISTING UMTS TMA TO REMAIN UMTS TMA EXIST/NG T-MOBILE UMTS T-MOBILE UMTS U REMA/N TO TMA TO REMAIN TMA TO REMAIN UJ Z _Unn tL BFr 'Q'a \gA O iT.v 0 03/06/14 FINAL RPL REV DATE DESCRIPTION BY EXIST/NG 6 PROPOSED AIR-21 ANTENNA EX/ST/NG 6 STORY MOUNTED TO EXISTING PIPE (2 STORY BUILDING PER SECTOR FOR ALPHA k BU/LO/NG BETA, 1 FOR GAMMA SECTOR) 55 d W ND.SD;'179 EX/STING T—MOBILE ANTENNA lL O +� TO BE REMOVED(2 PER SECTOR FOR ALPHA &BETA, IL I FOR CAMMA SECTOR) BF�q 1j5q 20. EX/ST/NG T-MOBILE ED 7 G }0 TMA TO BE RELOCATED 70 OPS}O RELOCATED UMTS BMA PROPOSED 3' STANDOFF Z KRUPAKARAN KOLANDAIVELU,P.E. 1, POSITION 7 WIRELESS WALL MOUNT(SITE Z MA PROFESSIONAL ENGINEER UC.#50019 PRO 1 PART#WWM03 OR W V}6 APPROVED EQUAL) PROPOSED AIR-21 ANTENNA MOUNTED TO NEW PIPE ANTENNA PLANS W & ANTENNA W APPROX U) SCHEDULE TRUE NORTH PROPOSED ANTENNA ORIENTATION PLAN APPROX A 1 NTS TRUE NORM EXISTING ANTENNA ORIENTATION PLAN m 1 � Aml A 1 NTS Z W W U) f GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL COMPANY OR OTHER PUBLIC AUTHORITIES. UTILITIES PRIOR TO EXCAVATING. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE z TOTALLY COMMITTED COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT& THE OWNER'S REPRESENTATIVE. L 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY W NB+C ENGINEERING SERVICES,LLC. WRITING. OF ANY CONFLICTS. ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 71MES PER MONTH. 1aC .oc SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR "i.,ol zz+i�iovz ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13.PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS. FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE 14, THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. CONSTRUCTION OF THIS FACILITY. 15. THE PROPOSED FACIUTY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN //���� 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE p�1�® MATERIALS. EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED. �1 PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM T-MOBILE NORTHEAST LLC 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING THIS FACILITY. A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION E 15 COMMERCE WAY,SUITE B ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). Q NORTON,MA02766 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR OFFICE:(508)286-2700 ENGINEERING PRIOR TO INSTALLATION, SANITARY SERVICE. FAX:(508)286-2893 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. ANSI/EIA/TIA 222-G REQUIREMENTS. 4DE6159A 80159/BOSTON HILL o BOSTON HILL ROAD uzl NORTH ANDOVER, MA01845 EX/STUNG ROOFTOP F- TOWER REVISIONS g -_TOP OF ROOF DECK ELEV.=84=0't AGL UJ O PROPOSED T-MOBILE ANTENNA MOUNTED TO Z NEW PIPE (D EXISTING T-MOBILE RBS EX/SUNG T-_MOBILE ANTENNAS � 2106 EOU/PMENT CAB/NET PROPOSED T-MOBILE ANTENNA GAMMA ELEV4 .=-70--AGL LU (TO BE REMOVED) PROPOSED (3) HYBRID CABLE RUNS TO REPLACE EXISTING ANTENNA PROPOSED�,OF T-MOBILE ANTENNAS TO FOLLOW EXTERIOR OF COAX ROUTE (2 PER SECTOR FOR ALPHA& --- (GAMMA) ELEV.=7001 AGL ALONG EXTERIOR OF BUILDING BETA, 1 FOR GAMMA SECTOR) 0 MINI14 FINAL RAL � REV DATE DESCRIPTION BY PROPOSED T-MOBILE ANTENNA TO I I LFII PROPOSED(L OF T-MOBILE ANTENNAS REPLACE EXISTING ANTENNA (2 1 � EXISTING ANTENNAS (ALPHA 41 BETA)ELEV.=60:0 t AGL PER SECTOR FOR ALPHA& BETA, I 0 -_ I 444 T-_MOBILE_ 1 FOR GAMMA SECTOR) 1 \ I �Y I ALPHA &BETA ELEV.-60.Ot ACL 1 PROPOSED (3) HYBRID CABLE RUNS � —r I I TO FOLLOW EXISTING COAX ROUTE -t I I ALONG EXTERIOR OF BUILDING [1 EXIST/NG EOU/PMENT ROOM ON 47H FLOOR I I Q 1 1 EXISTING T-MOBILE j 1 EQUIPMENTON 47 I Z¢FLOOR Z I 1 10 III L EX/S7/NC T-MOB/LE RBS 6102 EQUIPMENT GAB/NET 1 ---- 0= 1+� l I � EXISTING 6 STORY BUILD/NG EX/ST/NC 1 1 T-MOBILE PPC I I 1 1 I I I I EX/ST/NG EDU/PMENT 1 I BY OTHERS(TYP.) KRUPAKARAN KOLANDAIVELU,P.E. MA PROFESSIONAL ENGINEER LIC.#50019 Z UJ EX/STING GROUND LEVEL STAIRCASE ELEV.=OO't AGL PROPOSED T-MOBILE ANTENNA MOUNTED TO NEW PIPE EQUIPMENT PLAN STRUCTURAL NOTE: W & ELEVATION THE STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE IS PROVIDED BY NB+C ENGINEERING SERVICES, LLC (NB+C ES). NB+C ES PROJECT NO.: 27017 - 4DE6159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. GRAPHIC SCALE GRAPHIC SCALE 1 EQUIPMENT PLAN 2 ELEVATION � cmi SCALE:1-=5'-0' C-1 SCALE:1'=10'-0' C-1 (IN FEET) (IN FEET) W 1 INCFI= 5 FEET 1 INCH= 10 FEET _ U) --------------- ELECTRICAL & GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE - r NATIONAL ELECTRICAL CODE(NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. (P)SMART BIAS-TEE (AEW FROM BEHIND)EHI D) NEW FROMDBENWD) (T EW FROM DBEH D) 5 (Typ) uq{ 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED (GROUND PER MANU.SPECS) B 8 8 B 8 B 8 B 8 B B B Z PER SPECIFICATION REQUIREMENTS. 2 4 4 2 2 4 4 2 2 4 4 2 (P)AIR21 ANTENNA TOTALLY COMMITTED. (I PER SECTOR,J TOTAL) A p A P A P A P A P A p (2 PER SECTOR.6 TOTAL) G 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY (E)UMTS TMA LTJ NB+C ENGINEERING SERVICES.LLC. DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE (RELOCATED TO 82A/84P SIDE, G C G COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. RECONNECT(E)GROUNDING) G� G� G rm m« m (1 PER SECTOR, 3 TOTAL) (P)PIPE MOUNT (P)FIBER AND POWER 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE (1 TOTAL) n JUMPERS FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. (5 PER SECTOR, 15 TOTAL) 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE G G G (E)PIPE MOUNT IN ELECTRICAL METALLIC TUSING OR RIGID NONMETALLIC TUBING (RIGID G G G G G C (2 PER SECTOR, 5 TOTAL) SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LOCATIONS SUBJECT G C G �TG- G-C G G G G- C G G G G 6 (TYP) TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL i m®�® ® -Mobile. . .iet8 BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR 1 (TYP) RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC AS PERMITTED BY (E)EQUIPMENT CABINET 12 T-MOBILE NORTHEAST LLC CODE). ROUTE(P)FIBER TRUNK CABLES (P)HYBRID TRUNK CABLE (RBS 2106) U WITH(E)COAX TO ANTENNA SECTORS (TO BE REMOVED) 6 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND (EJ CL14X (EJ T-MOB/[E PPC '15 COMMERCE WAY,SUITE B EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL Q CONDUITS(RGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL NORTON,MA02766 OR NONMETALLIC CONDUITS. (EJ EOU/PARENT C40INLT OFFICE:(508)286-2700 (Res 6/02) FAX:(508)286-2893 8. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE C G G G G-G- G G G 40 PVC): DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, GROUNDING SCHEDULE ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. ow 9. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND CO MSCOPEDPARTU#METALLICOO ( 2158-1584-T OR EQUIV.) I (�) OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 2 02 (E)MC8(BUSSBAR A1) 10 ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THHN,1HWN-2, OR THIN INSULATION. Q (E)EQUIPMENT GROUNDING 4DE6159A (P) 2WC BARE TINNED SOLID COPPER CONDUCTOR B0159/BOSTON HILL 11.RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY ® BONDDEDDTO GROUND RING o o ON �CATION INN PPOINT ANDROVPROJECT ULL LOWNER CELL ENGTH PULL SITEROPPCOOR S ATE AS INDICATED (GROUND CABINETS PER MANU.SPECS) BOSTON HILL ROAD INSTALLATION WITH UTILITY COMPANY. 05 GROUND(P)ANTENNA PER MANU.SPECS z G G- G G G- G G- G-G G G NORTH ANDOVER, MA 01845 (E)SECTOR GROUND BAR /� - - G 12.RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION 0 (E) GROUND RING = = 4 (TYP) POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET NOTES; G G-G-G-- G- G G-G- G- G G G G-G AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN A.PROVIDE A2AWG GROUNDING CONDUCTOR,U.O.N. INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE 8.DO NOT INSTAL GROUND KIT AT BEND.DIRECT AT EACH END. GROUND MARE DOWN TO ANTENNA BUSSBM. T GROUNDING RISER DIAGRAM 13,ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. E T NTS REVISIONS 14.PPC SUPPLIED BY PROJECT OWNER. 15.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. .16.GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS U CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. CONDUIT DU (E) EQUIPMENT CABINET 01 POWER CONDUIT (RBS 2106) Z 1I.USE A6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR (TO BE REMOVED) ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) MID A2 SOLID W 'TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. I E%ISTING EQUIPMENT 18.AL POWER AND GROUND CONNECTIONS TO BE CRIMP-STYLE, COMPRESSION (E)T-MOBILE PPC CABINET RBS 6102 WIRE LUCS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR 0 03/06114 FINAL RAL OPERATION AT NO LESS THAN 75'C OR CAOWELD EXOTHERMIC WELD. DO -- NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED REV DATE DESCRIPTION BY l!I STEEL. _ GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPUCABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10. CONTRACTOR SHALL MAKE A UTILITY -ONE CALL" TO LOCATE ALL COMPANY OR OTHER PUBUC AUTHORITIES. UTILITIES PRIOR TO EXCAVATING. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE 1:11 13 AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE z TOTALLY COMMITTED COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT& THE OWNER'S REPRESENTATIVE. Z 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER. IN 12. OCCUPANCY IS UMITED TO PERIODIC MAINTENANCE AND INSPECTION BY uJ NB+C ENGINEERING SERVICES,LLC. ' WRITING, OF ANY CONFLICTS. ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. ,� SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR mF„a.�,wiz mire,a ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE 14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. CONSTRUCTION OF THIS FACILITY. 15. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN o S. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED. ® ® ® --Mobile e® I® PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16. NO SIGNIFICANT NOISE, SMOKE, OUST. OR ODOR WILL RESULT FROM T-MOBILE NORTHEAST LLC THIS FACILITY. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING wZI A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION O. ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). E 15 COMMERCE WAY,SUITE B NORTON,MA 02766 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR ENGINEERING PRIOR TO INSTALLATION. SANITARY SERVICE. OFFICE:(508)286-2700 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. FAX:(508)286-2893 ANSI/EIA/TIA 222-G REQUIREMENTS. 4DE6159A 80159/BOSTON HILL BOSTON HILL ROAD Lz NORTH ANDOVER, MA01845 EX/STING ROOFTOP 1= TOWER U) REVISIONS z 70P OF ROOF DECK PROPOSED T-MOBILE LUU ANTENNA MOUNTED TO Z £X/ST/NG T-MOB/CE RBS NEW PIPE (� EXIST/NG T-_MOB/LE ANTENNAS 2706 EQUIPMENT CABINET PROPOSED T-MOBILE ANTENNA (GAMMA REV=70:Ot-,40—L(TO BE REMOVED) PROPOSED (3) HYBRID CABLE RUNS TO REPLACE EXISTING ANTENNA PROPOSED OL OF T-MOBILE ANTENNAS TO FOLLOW EXISTING COAX ROUTE -- - ALONG EXTERIOR OF BUILDING (2 PER SECTOR FOR ALPHA& (GAMMA) ELEV.=70:0: TG BETA 1 FOR GAMMA SECTOR) ® 0 03/06/14 FINAL RAL __ I REV DATE DESCRIPTION BY PROPOSED T-MOBILE ANTENNA TO I ' I PROPOSED�OF T-MOBILE ANTENNAS REPLACE EXISTING ANTENNA (2 / 0 I p —(ALPHA Ac BETA) E =_600 1 AGL PER SECTOR FOR ALPHA& BETA, I Q -l I _ EX/5T/NG T-_MOB/LE ANTENNAS 1 FOR GAMMA SECTOR) \�� PROPOSED (3) HYBRID CABLE RUNS ALPHA &BETA ELEV.=60:Of AGL / TO FOLLOW EXISTING COAX ROUTE I I ALONG EXTERIOR OF BUILDING I 0_ _ EXIST/NG EOU/PMENT I I ROOM ON 47H FLOOR Q I I EX/STING T-MOBILE l 0 + I EOU/PMENT ON 4TH I Q FLOOR(IYP) I Z I I 10 II LwL 1 143.5?ut9 zv. EX/S7/NG AlT- O@/LE RBS I Il� -11J_- p x/OT.per-; kry, a 6102 EOU/PMENT CAB/NET I ---- 'c JF i s`"" l I EXISTING 6 EX/ST/NG 1 57ORY BUILDING T-MOBILE PPC 1 / / I I I l � EX/STING EOU/PMENT I / BY OTHERS(TYP.) KRUPAKARAN KOLANDAIVELU,P.E. (} MA PROFESSIONAL ENGINEER LIG.#50019 Z W EX/ST/NG STA/RCASE GROUND LEVEL V. ELE =0.0'f ACL PROPOSED T-MOBILE ANTENNA MOUNTED TO NEW PIPE EQUIPMENT PLAN STRUCTURAL NOTE: LU & ELEVATION THE STRUCTURAL ANALYSIS OF THE EXISTING S STRUCTURE IS PROVIDED BY NB+C ENGINEERING SERVICES, LLC (NB+C ES). NB+C ES PROJECT NO.: 27017 - 4DE6159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. GRAPHIC SCALE GRAPHIC SCALE o 1 11 2o 1 EQUIPMENT PLAN 2 ELEVATION _ SCALE:1"=6'-0" C 1 SCALE:I"=10'-0" IZ— C-1 (IN FEET) (IN FEET) LIJ 11NCn= 5 FEET 11NCX: 10 FEET L1J U) I - EXISTING ANTENNA INFORMATION SECTOR ANTENNA ANTENNAPROPOSED ANTENNA INFORMATION MANUFACTURER QUANTITY&MODEL CEN R SIZE(INCHES) ALPHA I SECTOR ANTENNA RFS �!)APXl6DWV—l6DWV$ MANUFACTURER ANTENNA RAD i ALPHA 60' S5.9x13z3.75 MODEL CENTER SIZE(INCHES) TOTALLY RFs z COMMITTED + (1)APXVlB-2065165 L 60' 53.7-6.9x3.15 ALPHA LLI I BETA RFS ERICSSON AIR21 132A/84P 60 GAMMA /B4P ' "BIC ENGINEERING SERVICES,LLC. (1J APX76DWV—16DWVS ALPHA ERICSSON 56xl2x8 BETA RFS BO 55.9x1323.15 AIR21 84A/82P cJ.couwiz su,n:,os I elf APXV78-2065765 6O. BO' N+ovrx oez 56-12x8 APX760WV—16O 53.7x6.923.15 BETA IRICSSON AIR I RFS BETA 21 82A/134P 56.12x8 I (1J WVS 60' VO 55.9.13x3.15 ERICSSON AIR21 134A/82P 60' 56.72x8 GAMMA ERICSSON GAMMA AIR21 B2A/B4P 70 56-12x8 _T ® -Mobile . . SHR R' NO ERICSSON T-MOBILE NORTHEAST LLC THE STRUCTURAL ANALYSIS OF THE EXISTING AJR21 84A/B2P 70' STRUCTURE IS PROVIDED BY NB+C ENGINEERING 56-12x8 SERVICES, LLC (NB+C ES). NB+C ES PROJECT g 15 COMMERCE WAY,SUITE B NO.: 27017 - 4DE6159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. NORTON, 02766 OFFICE:(508))2 286-2700 J FAX:(508)286-2893 I 4DE6159A 80159/BOSTON HILL 9 TMA BOSTON HILL ROAD z NORTH ANDOVER xrsnac r-MOBILE csM � I TO BE REMOVED gyp , MA 01845 OF 2 PER SECTOR) J�Sy9 I EXISTING T-MOB/LE UMTS TMA TO REMAIN I U;'5rI7MATTMOBiLE REVISIONS REMAIN EXIST/NC T-MOBILE UMTS TMA TO REMAIN q EX/S7/NG T-MOBILE UMTS TMA 70 REMAIN ICJ BFT Ll' 1�Nq \An" CZD EX/57/NC 6 B W 570RY 77,S.A BU/[D/NG PROPOSED AIR-21 ANTENNA MOUNTED TO EXISTING PIPE (2 0 Os/oend PER SECTOR FOR ALPHA g EXIST/NC 6 FINAL RAL BETA, 1 FOR GAMMA SECTOR) S70RY BU/ REV DATE LD/NG DESCRIPTION BY I J _AA STING T—MOB/LE ANTENNA To QJ l} ' TO REMOVED (2 PER a "L SECTO7O R FOR ALPHA &BETA, 0 g' r7 ss,Xi R I FOR GAMMA SECTOR) r BF ¢ GPl�0 7A,AexIT PO S/7/OO 7NN G T—MOB/(E UM75 A., ,. 13 RELOCATED TO POBE 7 P Bfl lTs'7 RELOCATED T---BILE UMTS TMA PROPOSED J' STANDOFF WIRELESS WALL MOUNT(SITE C,Pry,50 PRO 1 PART#WWM03 OR Z KRUPAKARAN KOLANDAIVELU,P.E. APPROVED EOUAL) Z MA PROFESSIONAL ENGINEER LIC.#50019 W PROPOSED AIR-21 ANTENNA MOUNTED TO NEW PIPE ANTENNA PLANS LU ANTENNA APPROX N'PROX LT)= SCHEDULE ANTENNA ORIENTATION PLAN TRUE NORTF{ ANTENNA ORIENTATION PLAN TRUE NORTH I 6DtE�X_ISTING � 69_f��_.OPOSED W A-1 I r LIFTING —7.a6' 12.06' EYE PROPOSED AIR C*01 T (KATHREIN 010070) TO 4-1/2" z TOTALLY COMMITTED ED STEEL PROPOSED P) AIR21 ANTENNA Z 6. uJ NB+C ENGINEERING SERVICES,LLC. PROPOSED AIR PROPOSED CLAMP KIT(KATHREIN AIR21 ANTENNA � PART#' 85010070) EE WALL 09 CONCRETE WALL QPROPOSED AIR PROPOSED 2-3/8' CLAMP KIT (KATHREIN MOUNTING PIPE PART// 85010070) 1/2'0 HILTI HIT HY-200 (TYP) aPROPOSED 3' STANDOFF EX/ST/NGT ® ® ���MOUNT/NG �1o8V DC (SITE WPRO I PARTT#WWM3 P/PE POWER GROUNDING OR APPROVED EQUAL) SUPPLY POINT T-MOBILE NORTHEAST LLC EX/STING JI PLAN ° ours rMA OPTICAL � 15 COMMERCE WAY,SUITE B . a INDICATORS NORTON,MA02766 MECHANICAL CpF IFICATIONC OPTICALCABLEOFFICE:(508)286-2700 HEIGH7: 55.98 IN _ WIDTH: 12.09 IN PROPOSED HYBRID FAX:(508)286-2893 DEPTH: 7.87 IN a TRUNK CABLE RF CONNECTOR M1 INPUT#1 CABLE I (7/16, + 45') G9 O # ,^ .. RF CONNECTOR #2 4 '' (2)EX/ST/NG LMU (7/16, + 45') o a, COAX JUMPERS POWER/FIBER LOWER JUMPER CABLE LIFTING LYE 4DE6159A sB0159/BOSTON HILL a�--- ANTENNA CONNECTION INTERFACE DETAIL BOSTON HILL ROAD f ANTENNA POWERJUMPER CAIBLE A z ���L, NORTH ANDOVER, MA 01845 li BER CONNECTIONS 51QE FRONT 05 0' ERICSSON AIR-21 PANEL ANTENNA(ELEVATION) L-1 ANTENNA MOUNTING DETAILS A 2 NTS NTS REVISIONS I uj U Z C7 u 0 03/06/14 FINAL RAL SIDE A SIDE B REV DATE DESCRIPTION BY 250, 370, 490MM 500f45 —75MM 0 x 240MM LONG I--120120 — OCD-2 PLUG 170±20__ID�� �� GREEN ®®®O HYBRID CABLE WEIGHT OCD-2 PLUG 3 f-7� ® DIVIDER ® 6/C X10 0.46L8/FT OCD-2 PLUG BLUE O ® 1.52L8/M MASTERLINE AAA U-68LB/I 2.23LB/M CLASSIC ¢ OCD-2 PLUG YELLOW —1000±30-- 1 r U 19,v OCD-2 PLUG BLACK 1060±30 Q P OCD-2 PLUG WHITE 1120130 Z ® 1180±30 o� 6 POWER 1240±30 POWER CABLE RED 18MM TO 32MM CONDUCTORS r, 1300±30 LL GREEN DIAMETER HYBRID I HJT'ni,•m,,r.��'S.i{r:` POWER CABLE CABLES POSSIBLE POWER CABLE L+TOLERANCE 150±10 L + TOLERANCE a BLUE �� FIBER OPTIC COMMON I—500±20 DRAIN WIRE ggjj � SIDE A SIDE B 4M±0.2M RRH SIDE:-A: SIDE BHOO N0. Lip- NO WIRE CABS WIRE ODC0 OR DESIGNATOR PLUG IN AOR LSD a�OT� LENGTH LIBBER &9LH SIDE B GROMMETS -48V BLACK RED u� HEX 19 TOLERANCE ASSEMBLY ODC-2 1 B LENGTH 1 RED 2 A SHORT BREAKOUT 1000 ± 30 O 12.4 1 OV GREY RED BLACK ZFPROFESSIONAL ANDAIVELU,P.E. +80 L < 5M 3 STANDARD LABEL (�} GINEER LIC.#50019 OOC-2 1 B 84002345 +27. L 2 5M 2 GREEN 2 A GREEN 1060 ± 30 I GROUND DRAIN c 00 3 OOC-2 i B 1 A N 10N COMMON DRAIN UJ BLUE 2 A BLUE 1120 ± 30 O NOT TW IS STANDARD LABEL C O POWER 4 ODC-2 1 B 84087128 A B -48V BLACK GREEN LENGTH DIAMETER 00C 02 ; 6 YELLOW 1180 ± 30 LC D P FX FRO'T VI L' 2 OV GREY GREEN WHITE PIN 1 PIN 2 L S 60M 6MM`(10AWG) 5 BLACK 2 A BLACK 1240 f 30 S GROUND DRAIN COMMON DRAIN ODC-7 PI C FROhTylFw L 2 60M IOMM'(SAWG) 6 ODC-2 1 B 2 ANTENNA WHITE 2 A WHITE 1300 ± 30 -48V BLACK BLUE 3F= GREY BLUE ORANGE w MOUNTING ` MLE HYBRID CABLE(3 POWER/6 FIBER) GROUND DRAINCOMMON DRAIN z DETAILS f A 2 NTS I q_2 ? TOTALLY COMMITTED. Z TW � NB-C ENGINEERING SERVICES,U.C. nn mrv¢sure+os T-MOBILE NORTHEAST LLC SITE NUMBER: 4DE6159A ® ® � ® ® T-MOBILE NORTHEAST LLC SITE NAME: B0159 / BOSTON HILL ¢< 15 COMMERCE WAY,SUITE B g NORTON,MA02766 OFFICE:(508)286-2700 T-MOBILE MODERNIZATION 2014 - DESIGN 2C FAX (508)286-2893 BOSTON HILL ROAD Know whars below. NORTH ANDOVER, MA 01845 Call before you dig. 4DE6159A SITE INFORMATION VICINITY MAP DRAWING INDEX BOST BOSTON HILL BOSTON HILL ROAD :,,,�I .,,. k, z NORTH ANDOVER, MA01845 SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(6)PROPOSED s <` - �� -� - T-1 TITLE SHEET 05ANTENNAS TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY. C-1 EQUIPMENT PLAN&ELEVATION PROJECT DESIGN: T-MOBILE MODERNIZATION 2014-2C _a '1t rr i „ A-1 ANTENNA PLANS&ANTENNA SCHEDULE REVISIONS SITE ID NUMBER: 4DE6159A .6 • A-2 ANTENNA MOUNTING DETAILS 1 911 SITE ADDRESS: BOSTON HILL ROAD NORTH ANDOVER,MA 01845 .;`kx., z} "..' r* •v� ,, ' �,•.• + 5, .Yy E-7 ELECTRICAL 8 GROUNDING DETAILS LATITUDE(NAD 83): 42.64610" LONGITUDE(NAD 83): -71.09380" SITES x JURISDICTION: TOWN OF NORTH ANDOVER COUNTY: ESSEXCOUNTY \ w LU CURRENT USE: TELECOMMUNICATIONS FACILITY - PROPOSED USE: TELECOMMUNICATIONS FACILITY G 0 03/06/14 FINAL RAL STRUCTURE TYPE: ROOFTOP '�� -::Ion 1¢1 rsr"nuno, g s REV DATE DESCRIPTION BY STRUCTURE HEIGHT: 84'-3"(AGL) py,sir`' est r at •� �"q: ..1 n9 E DO NOT SCALE DRAWINGS +` THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36".CONTRACTOR SHALL AA u�-' x•»'a}� " VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND Q SHALL IMMEDIATELY NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY S1 'l"a DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE Q RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE t8' TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. --e �, � .u. DIRECTIONS FROM 15 COMMERCE WAY,NORTON,MA 02766: APPROVAL BLOCK TAKE 1-495 N.TAKE EXIT 13A TO MERGE ONTO 1-95 N TOWARD BOSTON.KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR 1-95 •w N/PORTSMOUTH NH AND MERGE ONTO 1-95 N.IN 29.7 MILES TAKE EXIT 37B TO MERGE ONTO 1-93 N TOWARD CONCORD NH.IN w 6.2 MILES TAKE EXIT 41 TOWARD ANDOVER/N ANDOVER.MERGE ONTO MA-125 N/BALLARDVALE ST. CONTINUE TO FOLLOW PROJECT TEAM MA-125 N FOR 2.6 MILES.TURN RIGHT ONTO GOULD RD.CONTINUE ONTO HAROLD PARKER RD.IN 1.5 MILES TURN LEFT p p w a w ONTO JENKINS RD.IN 1.1 MILES CONTINUE ONTO BOSTON ST.IN 1.2 MILES TURN LEFT ONTO BOSTON HILL RD.SITE IS K x z a v3 APPLICANT: T-MOBILE NORTHEAST LLC LOCATED AT THE END OF BOSTON HILL ROAD. 0- a< o U Uj KRUPAKARAN KOLANDAIVELU,P.E. 15 COMMERCE WAY,SUITES CODE COMPLIANCE 0 MA PROFESSIONAL ENGINEER LIC.#50019 NORTON,MA 02766 1:1Z LU OFFICE:(508)286-2700 PROPERTY OWNER DATE FAX:(508)286-2893 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF PROJECT MANAGEMENT FIRM: NETWORK BUILDING&CONSULTING,LLC. THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE ❑ ❑ ❑ 7380 COCA COLA DRIVE,SUITE 106 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. HANOVER,MD 21076 SITE ACQUISITION DATE (410)712-7092 2009 INTERNATIONAL BUILDING CODE ANSVTIA-222-G ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. 2008 NATIONAL ELECTRICAL CODE TUa 607 1:1 ❑ ❑ TITLE SHEET 7380 COCA COLA DRIVE,SUITE 106 2009 NFPA 101,LIFE SAFETY CODE INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 CONSTRUCTION MANAGER DATE _ HANOVER,MD 21076 1n (410)712-7092 2009 IFC • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION ❑ ❑ ❑ • AMERICAN CONCRETE INSTITUTE TELECORDIA GR-1275 ZONING DATE • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSVT 311 • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE ❑ ❑ ❑ Z T=1 w S GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES 10. CONTRACTOR SHALL MACE A UTILITY -ONE CALL"TO LOCATE ALL COMPANY OR OTHER PUBLIC AUTHORITIES. UTILITIES PRIOR TO EXCAVATING. 13 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 11.IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE i AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE z TOTALLY COMMITTED COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT& THE OWNER'S REPRESENTATIVE. 0 L 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY °J NG+c ENGINEERING SERVICES,I.I.C. WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. n.owvE surE,a SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR 13.PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, I"10;112°9S FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTINGACCURATE BOUNDARY SURVEY. SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION.THE 14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF RECORD. CONSTRUCTION OF THIS FACILITY. 15. THE PROPOSED FACILITY WILL CAUSE ONLY A 'UE U INCREASE IN 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROPOSED. PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16.NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM T-MOBILE NORTHEAST LLC THIS FACILITY. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING � A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION 15 COMMERCE WAY,SUITE B ACCORDANCE WITH THE CONTRACT DOCUMENTS. (NO HANDICAP ACCESS REQUIRED). am 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR NORTON,MA02766 508 ENGINEERING PRIOR TO INSTALLATION. SANITARY SERVICE. OFFICE:( )286-2700 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET 19.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. FAX:(508)286-2893 ANSI/EIA/TIA 222–G REQUIREMENTS. 4DE6159A 80159/BOSTON HILL o BOSTON HILL ROAD UZUJJ EX/STING ROOFTOP NORTH ANDOVER, MA01845 C TOWER w REVISIONS 7T g _TOP OF ROOF DECK OPROPOSED T–MOBILE E[EV.=84 ANTENNA MOUNTED TO Z EXIST/NG T–MOB/LE RBS NEW PIPE (� 2106 EOUIPMENT CAB/NET EX/ST/NG T–_MOBILE ANTENNAS (TO BE REMOVED) PROPOSED T–MOBILE ANTENNA (GAMMAs70:Ot AGL W PROPOSED (3) HYBRID CABLE RUNS 0 TO FOLLOW EXISTING COAX ROUTE TO REPLACE EXISTING ANTENNA PROPOSED OF T–MOBILE ANTENNAS (2 PER SECTOR FOR ALPHA& --- (GAMMA) ELEV.�70:0 t AGL ALONG EXTERIOR OF BUILDING BETA, 1 FOR GAMMA SECTOR) 0 03/06/74 FINAL RAL REV DATE DESCRIPTION BY PROPOSED T–MOBILE ANTENNA TO I I PROPOSED r OF T–MOBILE ANTENNAS REPLACE EXISTING ANTENNA (2 D __ I —(ALPHA k BETA) ELEV.=60A:AGL PER SECTOR FOR ALPHA& BETA, EX/STING T–_MOBILE ANTENNAS 1 FOR GAMMA SECTOR) PROPOSED (3) HYBRID CABLE RUNS `�--t--�) ALPHA &BETA ECFV=60:0t AGL / TO FOLLOW EXISTING COAX ROUTE / I ALONG EXTERIOR OF BUILDING ROOM I Cl EXISTINGOEQUIPMENT 1 I ON 47H FLOOR Q 1 I 1 / EXISTING T–MOBILE I ❑ / EOU/PMENT ON 4TH I Qq FLOOR(TYPf Zr -'- O_ { tl k i l I w LJ r EX/ST/NC T—MOB/LE RBS I l III ILL 6702 EQUIPMENT CABINET 1 1 � —1�—————— / 1 ® EXISTING 6 I STORY BUILDING EXISTIVO 1 1 T–MOBILE PPC I 1 I 1 1 I I 1 EXIST/NG EOU/PMEN7 I 1 BY OTHERS(TYP.) Z KRUPAKARAN KOLANDAIVELU,P.E. �-- 1 MA PROFESSIONAL ENGINEER UC.650019 LU EX/ST/NG STAIRCASE GROUND LEVEL ELEV.=0.0't AGL PROPOSED T–MOBILE ANTENNA MOUNTED TO NEW PIPE EQUIPMENT PLAN STRUCTURAL NOT w & ELEVATION THE STRUCTURAL ANALYSIS OF THE EXISTING m STRUCTURE IS PROVIDED BY NB+C ENGINEERING SERVICES, LLC (NB+C ES). NB+C ES PROJECT NO.: 27017 – 4DE61S9A PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. GRAPHIC SCALE GRAPHIC SCALE 1 EQUIPMENT PLAN lo 2 ELEVATION C 1 SCALE:1'=S'-0' C 1 SCALE:I'=10'"" IIN FEET) t (IN FEET) 1 INCH= 10 iEEf = 1 Iry Ch'= 5 FEET LD EXISTING ANTENNA INFORMATION PROPOSED ANTENNA INFORMATION ' TOTALLY COMMITTED. SECTOR ANTENNA ANTENNA RAD SIZE(INCHES) SECTOR ANTENNA ANTENNA RAD SIZE(INCHES) w MANUFACTURER QUANTITY&MODEL CENTER MANUFACTURER MODEL CENTER MB-C EM6INEEBIN6 SERVICES,LLC. ALPHA RFS (1)APX I6DWV-16DWVS 60' 55.9xl3x3.15 ALPHA ERICSSON AIR21 B2A/B4P 60' 56xl2x8 ALPHA RFS (J)APXV16-2065165 60' 53.1,6.9x3.15 ALPHA ERICSSON AIR21 84A/B2P 60' 56z12x8 BETA RFS (1)APX I6DWV-16DWVS 60' 55.9xl3x3.15 BETA ERICSSON AIR21 B2A/84P 60' 56x12x8 8E7A RFS (1)APXVI8-2065165 60' 53.lx6.9x3.15 BETA ERICSSON AIR21 B4A/82P 60' 56x12,8 ® ® ® -Mobile® ie® ® O GAMMA RFS (1)APXI6DWV-16DWVS70' 55.9,13x3.15 GAMMA ERICSSON AIR21 BILA/84P 70' 56z12x8 ¢ T-MOBILE NORTHEAST LLC M GAMMA ERICSSON AJR21 84A/82P 70' 56,12x8 Rw 15 COMMERCE WAY,SUITE B STRUCTURAL NOTE: NORTON,MA02766 THE STRUCTURAL ANALYSIS OF THE EXISTING OFFICE:(508)286-2700 STRUCTURE IS PROVIDED BY NB+C ENGINEERING SERVICES, E6 LLC (NB+C ES). NB+C ES PROJECT FAX:(508)286-2893 NO.: 27017 — 4D159A. PROPOSED CABLES SHALL BE ROUTED TO THE ANTENNAS IN ACCORDANCE WITH THE SA REPORT. 4DE6159A B0159/BOSTON HILL 2 BOSTON HILL ROAD z kJ NORTH ANDOVER, MA01845 i %-L9 VSy9 EXISTING T—MOB/LE GSM REVISION S TMA TO BE REMOVED (TYP OF 2 PER SECTOR) EXISTING T—M08ME EX/STING 7—M08I4E EX/STING EXISTING T—MOBILE UMTS T—MOBILE UMTS UMTS TMA TO REMAIN UMTS TMA TO REMAIN TMA TO REMAIN TMA TO REMAIN W Z C'S W q BFr"C �q O W 0 03/06/14 FINAL RAL REV DATE DESCRIPTION BY EXISTING 6 PROPOSED AIR-21 ANTENNA EX/STING 6 STORY MOUNTED TO EXISTING PIPE (2 STORY BUILDING PER SECTOR FOR ALPHA do BU/LD/NG BETA, 1 FOR GAMMA SECTOR) a ;, F u CTC.'" EX/STING T-MOBILE ANTENNA LL yC IYO.Cni3 7 TO BE REMOVED (2 PER SECTOR FOR ALPHA &BETA, O_ F.`53 S^� I FOR GAMMA SECTOR) ; /'tiF` B �Oq 1j�q GP1A}P EXISTING T—MOBILE UMTS G TMA TO BE RELOCATED 70 i VP�.yO RELOCATED UMTS TMA PROPOSED 3' STANDOFF z KRUPAKARAN KOL4NDAIVELU,P.E. 1 POS/7/ON J WIRELESS WALL MOUNT (SITE Z MA PROFESSIONAL ENGINEER LIC.#50019 S PRO 1 PART #WWM03 OR pJ GP',�•5� APPROVED EQUAL) PROPOSED AIR-21 ANTENNA MOUNTED TO NEW PIPE ANTENNA PLANS UJ & ANTENNA APPROX U) SCHEDULE TRUE NORTH PROPOSED ANTENNA ORIENTATION PLAN APP ROX A-1 NTS TRUE NORTH 1 EXISTING ANTENNA ORIENTATION PLAN � Aml NTST z A-1 t W LIFTING - -- EYE 7.86'� ___. --. 12.08' _ PROPOSED NR CLAMP KIT PART#850100 TMREIN 2_3/8.rD P 4-1 VAN STEEL2 .. .. 6.85'-I (TIP) PROPOSED AIR21 ANTENNA PROP ® O CONCRE7ECSjygCC C�PART IT( KATHREW Iq a c a 1 85010070) AIR21PROPOSEDANTENNA ' n 1/2•m PROPOSED 2_3 TOT 0 ( HIT MOUNTING PIPE ALLY COMMITTE Hy-2 00 (TYP) W D 12.08" ° PROPOSED NR N9+C ENOElmINEE CLAMP (�PRELES°3, KIT PARTIT850100(KATHR701) °mwca.."mo sERVICES�LL S ". °vEa.wiswzs,as C. WHEIG IDTH- UNT 6 98F ry lr "a OR APPROVED�EOu � MOUNI/NG i.oi r,z-rovz°'c DEPTH 12.09 IN PIPE H: 7.87 IN EX/ST/NG 48V DC UMTS TATA POWER PROPOSED HYBRID SUPPLY n - 7RUNK CgBLE GRD'POINNOING T ® alWo • a 1 OPTICAL ,� INDICATORS CUU3 r MOBILE N I ORTI-IEAST LLC CONNnpNS —L ° le a 15 COMM E POWER/FIB RF CONNECTOR 11 OPTICAL CABLE ERCE W cc JUMPER CABLE r2C aX/ST/NG INPUT 12 NOR TO AY,SUITES LMU 02766 AZ ERICSSON ql I `/UMPERS (7/16, + 45') m O OPTICALPICABLE OFFICE:(08)286-2700 FAX;(508)286-2893 R-21 PANEL N RF CONNECTOR ANTENN (7/16, + 45.) 12 A ELEVATION POWER/FIBER LOWER JUMPER CABLE 3 ANTENNA CONN LIFTING LYE 2 ANTENNA A.2 NTS ECTI q.2 NTS MOUNTING ON INTERFACE D 4DE6159A DETA►LS DETAIL o 80159/BOSTON HILL I z BOSTON HILL _� NORTH ANDOVER, ER, MA 01845 REVISIONS r SIDE E 170120 500145 I OCD-2 PLUG 0 CD-2 RED 75MN q PLUG OCD-2 PLUG GREEN x 240MM LONG DCD-2 PLUG GLUEYE ®®N® O OD=2 PLUG BLACK ®®®® 6/C HYBRID CABLE WEIGHT 250, SIDE B 2 PLUG WHITE 6/C 110 0.46LB/Fl 1 370, 490NM 0 03i0sn4 18 0.68LB/F7 52LE, FINAL POWER CABLE 2.23LB/M 120120 REV DATE RAL - POWER CABLE 111111111111 3 DESCRIPTION RED BY / POWER CABLE GREEN DIVIDER MASTERLINE BLUE 18MM To CLASSIC L+ TOLE \ DIAMETER 32MM ® l RANCE CABLES POSSIBLE 1000130 500120 0tio Q 4Mt0.2M 6 P120130 HEX 19 R�I-I S1- FIBEOWER 1160�� O- CONDUCTORS 1180E30 0 ,PL TOLERANCE ASSEMBLY IY.Q, O C SID 1501 I0 1240130 ff°° LENGTH PLUG � � L + 70LERAIVCE 1300130 N +80 o +2Y, L SM 1 ODC-2 '� ScS2 tea' L NCOMM I f: L 2 SM RED 2 B li COMMON 2 GREEN i B SHORT SI B U pRA1N WIRE LU h „� eREgKOUr 1000 t 3o GROMMET$ p�`� LL a POWER 2 mow¢ 1� �� PIN ILEN 3 ODC-2 1 A GREEN . -..,r-stA $1- PIN 2 LENGTH DIAMETER 4 ODC E 2 A 1060 t 30 WCDI=p CAB SIE B `�*`�.:;lA' F"" `•��s / �PII�C FRn L S g0 2 1 BLUE STAND ESI ATno C�WnIR�E� L 2 60M 60�'11`(l OAWG) 5 ODC 2 2 A YELLOW 1720 t 30 1 4 ATTENTION 840023458EL � 12.4 -48V BLACK N �II o IN`(SgWC) 6 ODCCZ 2 A 8 1180 t 30 O 0 N07 iW15 STANDARD LABEL I OV GREY RED \ Q hyo LACK 84087128 RED WH17E 1 B O GROUND BUCK J 2 A WHITE 1240 t J0 A DRAIN 1300 t 30 2 8 -48V BLACK COMMON DRAIN z KRUPAKARAN ` 4 MLE 2 OV GREY GREEN GREEN W MA PROFESSIONAL ROFESSIO AL ENGINEER HYBRID CAB GROUND DRAIN WHITE A_2 NTS LE 3 Pp WER/6 FIBER 3 -48V BLACK COMMON DRAIN DV GREY BLUE /I GROUND DRAIN BLUE ORANGE COMMON DRAIN � AN-rep/ MOON,' DET% W x ELEC TRICgL & - ELECTRI GROUNDING NOTES NATION CAL WORK SHALL CONFORM i0 THE LOCAL ODES.CTRICAL ODE(NEC)AS WELL AS APPLICABLE ST OF THE 2' ALL ELECTRICAL ITEMS SH ATE AND PER SPECIflCgnON REQUIREMENTS U.L. APPROVED -.__.... .. 3' THE ELECTRICAL OR LISTED AND DRAWINGS OAL WORK INCLUDES PROCURED COMP 0 SPECIFICATION INCLUDI�OR (P)SM COMPLETE OPERATING AND APP IDE MATERIAL (GROUND BIAS-TEE 4. GENERAL ROVED INCIDENTAL WORK�p PROEO BY PER MANU.SPECS) FOR OBTAIN SAID P ELECTRICAL SYSTEM. VIDE (1 PER SECTOR, B B Mew FROM SHALL PAY FEES FOR (E)UMTS TMA 3 TOTAL) RE ) 2 4 HIND ERMITS AND FEES F PERMITS, gryp IS (RELOCATED q p B B 5• ELECTRICAL AND TELCO NATION OF INSPECTIONS.SPONSIBLE TED TO 82A/84P < 2 IN ELECTRICAL MET WIRING AT EXPOSED RECONNECT(E)GROUNDING) A p B B (NEW FROM BCHWp) SCHEDULE 40 PVC ALLTC TUBING INDOOR (I PER SEC7pR, TO PHYSIC E) RIGID ED RIGID NONMETALUCOCATIONS SHALL BE J TOTAL) C AL DAMAGE) (AS P SCHEDULE 80 PVC FOR TUBING (RIGID F'�C A P B B 8• ELECTRICAL gryp ERMITT'ED By LOCATIONS �-J q P B B MEw rRpp> BE IN TELCO CODE), SUBJECT 2 < 5 (TyP) ELECTRICAL WIRING AT Co CODE). n C A P B B RIGID NONMETALLIC MLTANG TUBING, EARED INDOOR �J—G� A P (P)AIR21 gNTFNNq CODE). TUBING ELEGTRICgL NONMET DATLLICIONS SHALL G GG (RIGID SCHEDULE 40 APER TUBING (2 SECTOR, T ELECTRICAL AN PVC AS PERMITTED BY OR G G (P)PIPE MOUNT G s rorgy EXPOSED TR TELCO WIRING OUTSIDE A G (1 I-OTA-) f�G z TOTAL CONDUITS WEATHER AND WHERE BE IN WATER BUILDING, ABOVE O GG —I 6 N�I Cp�7MITTED OR NONM (NGS TIGHT GRADE AND 1 (TYP) G— G—G G . ETALUC CONDUITS, REQUIRED GALVANIZED RIGID 8, BURIED IN $ IN UOUID TIGHT FLEXIBLE METAL STEEL I ROUTE(P O JUMPED AND POWER LLI N PVC):NIRECT HALL BE RIGID NONMETALLIC C WITH(E)COAX FIBERTRUNKCABLES G G C G C-�G° -(5 PER SECTOR. iS TOTAL) NS.0 EN6I�MGERIN�SERVICES,LLC, ANTEryNA .vavaH,�'i aa��,ro ENCASED I Is NMErALU ONDUIT SECTORS CT RS (P)HYBRID TRUNK CABLE O G (fJ P/Pf MOUNI EAS OF (RIGID C (1 PEq SECTOR, I"o111z-�onz" B• LIQUID- CONCRETE IN AREOAyq IOF NEAVYT SCHEDULE TIGHT FLEXIBLE MET TRAFFIC, 5 TCTA(J OUTDOORS IN TRAFFIC, (EJ row 6 (TYp) AREAS WHERE LIC CONDUIT PP[' 10.ELECTRICAL WIRING VIBRATION OCCURS ANO USED INDOORS AND _ INSULATION. SHALL BE COPPER WITH I T'LEXIBIUTY IS NEEDED. (To N� G G OU/P,VfNT CAB/ GROUNDING SCHEDULE G—G 11.RUN ELECTRIC TH TYPE THHN, THWN_ 1 (P)STgrypgRp G REMOVED) /06J DEMARCATION�- CONDUIT pR 2, OR THIN O (COMMSCCARDCT UNDING ° G G OVEp T ON THIS DRAWIN�INT AND PROIEECTT O BETWEEN ELECTRI 02 (E)MGB ljUC12158_1584- G' i ® ie INSTALLg7TON PROVIDE FULL OWNER CELL SITE PPC UTILITY (BUSSBgR 11) T O (E E M EQUIV.)WITH UTILITY COMPANY. GTH PULL ROPE. COD AS INDICATED )EQUIPMENT T2.RUN TELCO GROUNDING -o c LE N (EJ EOU/PMENT r'MOBI RTHEAg7 LL POINT CONDUIT OR ® BONDED To BARE TINNED AS INDICATE PROJECT OWNER LE BETWEEN TELEPHONE GROUND LOUD COPPER CONDUCTOR I (Typ) NE! C (rtes s/oaJ cA@r Q 15 COMM At DATED ON THIS CELL SITE TELCO UTILITY DEM (GROUND CABINETS p NN z COMMERCE WAY,SUITE B INSTALLED TELCO DRAWING P CABINET ARCATION NORT AT EACH END. CONDUIT. PROVIDE GREENFULL LENGTH pU BTS CABINET SO GROUND(P)MITENNA P ANU. SPECS) OFFICEO N,MA 02766 13.ALL LEE CONDUIT PULL ROPE IN © (E)SECTOR PER U.SPECS I I _ ,(Or0B)286-27OQ EQUIPMENT LOCATEDTREASURING TAPE GROUND BAR FAT(:(5O8 14.PPC OUTSIDE SH -- f 286-2893 SUPPLIED By p ALL HAVE NEMA AQMS. _ C G c� 15 GROUNDING R PROJECT OWNER. JR ENCLOSURE. B.DO 07 INSTALL METRO °ROUNDING CONDUCTOR G BONDING AND SHALL COMPLY WITH ARL GROUND WI �GROUND KIT AT CTOR,U,O.R. _ G� G— LY RE DOWN TO BEND.DIR MDD CELS SITE PROTECTION O 25°, AO°LIN DING, ANTENNA BUSSBgR.ECT G G=E)GROUND RING _ G Z SITE GROUNDING STANDARBE DS.DONE ONgLLY, GROUNDING G G_�G rz SHALL I6.GROUND CABLE SHIELDS ACCORDANCE WITH IS _ CABLE GROUNDING MINIMUM AT BOTH ENDS USING T G-�G 4DE6159A KITS SUPPLIED T PROJECT MANUFACTURERS GROU DN ING G G G G G—G�("'") 0 6015si g 17.USE#'6 COPPER E_T NTs RISER DIAGRAM °—c OSTON HILL ABOVE E STRANDED WIRE WITH OWNER. Z� BOSTON TINNED ECO GROUNDINGRRWIRE THERWSE SPECIFIED)AND F-U H ANDOVER,HILL ROAD ON THE p WIRE(F IR(UNLESS G GREEN COLOR INSULATIpry FOR - NORT DRAWING. RADE GROUNDING OVER, MA 01845 18.ALL POW ND SOLID ER AND GROUND AS INDICATED WIRE LUGS AND CONNECTIONS 1 OPERATION AT NOWIRE NUTS BY HARCER (O BE CRIMP_STYLE NOT ALLOW,BARE COPPER 75'C (DTt APPROVED COMPRESSION E POWER CONDUIT STEEL. ER WIRE TO SOP ryC4DWELD EXOTHERMI L)WftELD D FOR I 19•ROUTE GROUNDING CONDUCTORS CONTACT WITH (E)EOUIPMEN7 CABINET REVISIO ( PATH P Ga-VANIZED (RBS 2106) N C� I SHOULD NEVER EXCEPT AS OTHRIGHT NG ETHE HOORTEST AND STRAIGHTEST (TO BE t7 BE BENT (E)T-MOBILE PPC REMOVED) RADIUS BENDS. AT RIGHT GROUNDING BONG AryY METALB WIRE CAN BE SENT AE ALWAYS LEADS ST OR CABINET TO OBJECTS WITHIN :T 6' PAYS MAKE AT LEAST 12` EXISTING l 20.CONNECTIONS MASTER GROUND B gFaR OF P WHEN NECESSARY CABINET RgSUIPMENT GROUNDING T OWNER EQUIPMENT 6102 111 COMPRESSION TO GROUND BARS SNARL BE MADE RING. LL ALL LOCATIONS.TYPE COPPER LUGS, APPLY OXIDE WITH INHIBITIN�HOLE 21.APPLY OXIDE INHIBITING COMPOUND TO W iI CONNECTIONS, COMPOUND TO ALL ----- (] 22.CONTRACTOR R Sy SN MECHANIC ALL PROVIDE AL GROUND POINT MARKEBETWEEN STEM (EMS) VIDE AND INSTALL OMNI DIRECTI 0 03/06/14 EQUIPMENT EXISTING 7 EACH GROUND ONAL ELECTRONIC c= FINAL �I i GROUNDING TOWER/MONOPOLE ND ROD AND SONDNG c Rai 23.CONTRACTORRING. GROUNDING E REV DATE DESCRIPTION RESULTS FOR HALL TEST RING gryp RIPnON PROJECT COMP BY RESISTANCE REOUIRED. CLOSE-RETRO GROUND SYSTEM T(ttP) I OUi DOCUMENTATION, AND RECORD 2 24.CONTRACTOR 5 OHMNS MINIMUM AND DIST CE_TO CONDUCT ANTENNA CABLE E T POWER DIAGRAM . RESULTS FOR PROJECT CLOSESOUTMENTS (SWEEP TESTS RETURN-LOSS 2 25 DI CONNECTHE BILE ELECTRICAL EQUIPMENT IN Q AND RECORD F ARE IT2AWG WIT{{LONG EO iO BE LABELED INCLUDING PANEL, EARLUGS WITH ENGRAVED BAKELITE WITCH C AND BARSBD BARREL STGUMPEaSHN .USE LABELS G OUND N STAR WASH Z ° t "7 GENERAL CONTRgCiOR.�DW'ME i0 SECURE { NEW TD EXTERNAL, i. 3/8'pC�S GROUND KITS WITH LONG AND LOCK WASHERS SIMILAR Rip�OMPRSSI10 LUGS ELECTRIC DREW J241oea_B, WITH TWD(2) a ❑-' LEG p � _ SAFETY DISCONNECT SWITCH AL EN COPPER GROUND ��^•itil'?r.}t:./a�{' BMT STAINLESS STEEL HARDWARE ® PANEL BOARD A AMPERE o C KILOWATT HOUR CONDUIT [DTTRANSFORMER METER CMT ELECTRICAL METALLIC TUBINGi�• v a e p ka(TYP) T COMPRESSIONPP ER o e RMI CINAL RCUIT BR GROUND �' o GROUNDING CABLE RAKER GFI B�MIN,o GROUND BAR LL MANUAL GROUND FAULT INTERRUPTING I ti A Z TRANSFER SWITCH KWH iI'_B- I Fl n'^n^' KRUPAKARgN KORAN KILOWATT HOUR TWARE P) !2 BARE SOLID- Sign �.rc1aL'D q Z Mq PROFESSIONAL ® AC CENERATOR WASHER(Typ) ENGINEER UC.P E. CONNECTOR MCB NOTES' DNNEO COPPER CONDUCTOR TO ® WEATHERPROOF MAIN CIRCUIT BREAKER I.ALL HARDWARE STAINLESS LU A 50019 RECEPTACLEOOF GFI DUPLEX P 2. ORE MATING STEEL COAT GROUND BUS. NUT(Typ) FLAT WASHER(Typ POLE 2.FOR GROUND ALL SURFACES WITH ) i �E SW LUG AND STEEL, Bp o TO STEEL ONLY:INSERT KOPR-SHIELD 14'x11)'HEX BOLT ELECTRIC SWITCH ALL SURFAC �r RI WIRING y J'ALL HOLES ARE COUNTERSUNK ES WTH KOPR-�00TH WASHER BETWEEN GROUNDING CABLE GROUND BAR � TELCO VOLT SHIELD. WIRING W WIRE s T10' '--A ABSOLUTE MINIM I IINUCMPPER To BE KEPT TO ELE NOTES: CTRICgL T. OXIDE INHIBITING COMPOUND TO BE USED AT WITHIN THE COMPRESS ONRTMO41IW ALLOWED w & GROUNDING 3 GROUNDING B "'L LocgnoNs. r � E_1 NTS AR CONNECTIONS AIL$ i r � I Z - _ E-1