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Home My WebLink AboutBuilding Permit #380-15 - 5 BOSTON HILL ROAD 10/21/2014 t^ i NORTH BUILDING PERMIT �i0.•`+.`��*' �°0 TOWN OF NORTH ANDOVER l� APPLICATION FOR PLAN EXAMINATION Permit NOT -1 i+� "�:�•1 �'+ Date Received E 7a f , .�„ „,�. • � N Date Issued: 6 07 i /� cUS IMPORTANT:Applicant must complete all items on this page LOCATION '30-5-,61A, I'-�-t�I �CN r ►�/d �� ti�� 'Rt ,�-- Print PROPERTY OWNER Print ti MAP NO: PARCEL: � � ZONING DISTRICT: �istoric District yes Ano Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial i!� (teration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg t ers: ❑ Demolition ❑ Other L.UIVe Ie- t' ac:tCP Septic ❑Well C Floodplain D Wetlands ❑ Watershed District Water/Sewer (aA;0 CN J- W\kmvo cv,.,d cis_(e ILCAC( ii Identification Please Type or Print Clearly)7Q.-r-ni OWNER: Name: I �� vv_� Phone: Address: L,-13o.3u( Qockc_4 CONTRACTOR Name: T_Phone: 6 0— f7- -7/I 7 -ror-ttle\, Rey N"111 Address: 702 PtwwooL Drag- 1 e�`If� -4 -7� � Supervisor's Construction License: i (3) 7763 Exp. Date: C ?'q ,?� Home Improvement License: J Exp. Date: l ARCHITECT/ENGINEER Phone:6q-S-3Yw . Address:Z Ki-tr CJ l 0221 U Reg. No. FEE SCHEDULE:BULDING PERMIT:$1112.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ �� n V FEE: $ 1 0 Check No.: Ll 70 31 Receipt No.: 2 � NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fu Signature ofAgent/Owner 5te CL k�_l Signature of contraCJ6;'U/;�7'_&_,')/ze__7 • J BUILDING PERMIT NO oT 6'gti TOWN OF NORTH ANDOVER o? y 16 �°�, APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received p0R^TED gSSACHUs�� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic []Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: I Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Address: Supervisor's Construction License: Exp. Date: . Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor Location n/ T/- �/ ta-j No. . �. U l .-- Date w TOWN OF NORTH ANDOVER b Certificate of Occupancy $ _ Building/Frame Permit Fee $ ! �� Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �f'1�31 i Check# � Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE'OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS d s 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 Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS ti 'a Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools 0 Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DTE APPROVED PLANNING & DEVELOPMENT ❑ j - a� COMENTSN i i CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments r Conservation Decision: Comments i 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 i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) e- � -� ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ 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 1 In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 NORTH Town of sAndover O _ 0 low 7. *� � 4 o ;h ver, Mass, S.Ke coc"ICME WIC" A°RATeo o, 5 S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System oral THIS CERTIFIES THAT ......... .. j. BUILDING INSPECTOR p �11 '.......... ... Foundation has permission to erect .......................... buildiAns on .. ....... . ........ ..................l.......... Rough to be occupied as .. rpw . .....1.... ....� . ...... !.... .... � .11110 ..114 .......... .. • Chimney provided that the person accepting this permit shall in every respect conform to the terms of thea application pp Final on file in this office, and to the provisions of the Codes and By-Laws relating t the Inspection, Alterati n and Construction of Buildings in the Town of North Andover. U Ra. GC I� 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 .............. ..... .... . . ... .. 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. integrated communication solutions September 11, 2014 Town of North Andover 1600 Osgood Street Building 20, Suite 2035 North Andover, MA 01845 Attn: Gerald Brown Inspector of Buildings RE: Sprint Upgrades— 5 Boston Hill Road Dear Mr. Brown: Sprint is in the process of a nationwide upgrade of their network. In order to accomplish this upgrade, additional antennas that carry new frequencies need to be added to each site. Enclosed please find the following for the above referenced site: • 2 sets of plans for Sprint's proposed upgrades • Building permit application • Contractor Insurance information • Structural Analysis • Workmans Comp Affidavit • Landlord Consent Letter • Building Permit Fee in the amount of$180 If everything meets with your approval, you can return the permit to me in the envelope provided. I can be reached at (617) 877-2950 if you have any questions. Sincerel , imothy W. Greene Authorized Agent for Sprint Enclosures Green Mountain 157 Riverside Drive Norwell,MA 02061 dCT-a0-2014 10 :33 AM 9786823817 P. 02 . •i � w green { NJ 14,2014 3" sansei Irlbidr , MAO 1145 Lease Agreement daeed September 23, 19%,as amended Mamb 11, 1995("Site Agreement")between Q.Foam.("I,aradlard")atttd Spturt Spectrum L.P.("tenant")with refect to the reel progeny located on 1wo 111 RO&ft 114,NW&Andover,SNA("Side"),Cascade No.BS03XCISS i �'' ••13� '.Ftarttuass: I 'f is to Advise you than it will be tteoessary within the near tl3crue for Nextel to make certain physical to aqdpixtnt within Teatau's premises an the Site-These improvements are being undertaken in order titre aodraed beclinical and eeonosnie feasibility of Tenant's facility,and are heeded far Tenant to make :400,:-we of the Site Iar the ptnposas intended by the Site Agreement.As described below,these modifications ha"-no sigolfka nt impact on Landlord's property or operations. However, in accordance with the Site Te ate tequests than L woMard wA=w)edge notice oC and consent to,the fallowing modifications which g 3 antedw 3 rennote radio heads,and associated cabling and equipment. 's admowiedge mnt of tnotice Vd consent will not increase the size or amount of space being used by T the She Agroement unless speelticaay st W& ;.l odic a your acknowledgennertt and consent by signbg below. Also enclosed is a copy of the aoestnretion of tiro psoposed work that r�equbrA your signature. Please sign and date whore noted and mail or email me at tine addnm below, Pease tate a copy of the timt page of the signed drawings is sufficient. 'C q .�advance for your prompt ationtion to this matter. �1 Nlroanta11,an authoritoed represeatadve of Sprint Nextel ' 157 Wyeralde Drly%Iq9mULMA 02061 ill : i+ca iiix+e6tleooio i ACKNOWLEDGED AND AGREED TO: . � >3aij G.Fnrnum 4rin ted aft! tT6 JIVIa (. 'wrn44-M l Title: Date: ��,� .2014 OCT 0-2014 10 :34 AM 9786823817 P. 03 i 2. EaWpMENT DEPLOYMENT Sprint' HILL N ' Wsl ON I� i '1''f 1 • I q H HILL ROAD . �. I1In11 ANDOVER MA 01 f" '' ' ROR �,i t...::'1.., %'!!`:��•,` «1..�Si4!.�Y.•uu•�'�in<''-::tfSA�d�1l�4t•'?!M'�.:..il'3''V.'1.7:%..:..ii:it:•:•:r.�.�.: ....._.:. ....... r . ORA N " ar own swr pec WAVAM ! pll is. s►wt aurrE waor+oaow.� 064 -loan IOtt +I� �" M1 Irl 14N!R/MOIM MIMi i !0"LM§W MIN •, ;�.. rlrowMt 11�6R i � +alwr rags . low o�a: �► I.'•IIN."ai•.ill'ia ,..1•if.,....'u:•.. ,,...,..... ...... Tryl .. .. .1 •al ASM. ASSES �yy�y �. ate•:� L.- -•RY""4' 1ti� ��'I.! �'. ;1y•V• :LfW.:Yi:r'er `�...�:. :J.�JI�•��y�,yMUr mymmm rVfW =mom a ow ON" m '_may. mm r Im womom iw on NNW �•yy� j w�f. YW�•rMW� Am r R as 5 80STON HIL. ROAD Oft.�..— NORTH ANDOVER. MA � rMsw r��-I.r, �..^ � 01845 w MWM of rim WE am T-, 1 •I. I The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations UF I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov1dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Green Mountain Communications, Inc. Address:702 Riverwood Dr j City/State/Zip:Pembroke,NH 03275 Phone#:603-717-7117 Are you an employer?Check the appropriate box: Type of project(required): 1.M I am a employer with 69 4. E] I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees{full and/or part-time). I 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' comp.insurance.$ 9. E]Building addition [No workers' comp. insurance P• i, required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I arra an ernp/oyer t/iat isproviding workers'compensation insurance fur noy employees. Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lic.#:WC 5946539-05 Expiration Date:12/311/2014 Job Site Address: / q3cu blk 1 141 9"' j— City/State/Zip:0UY1 Vt_ 4W��'t� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance—coverage verification. I do Hereby cern ur der t airs an enalfi6 of perjury that floe information provided above is true and correct. Sim ature: 01/30/14 -n Date: Phone#: 603-717-711-7 Official use only. Do not write In this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i I Massechusetts -Dep2rtment of Public Safety L�ppff Board of Building Regulations and Standards Construction 5uperrisnr License: CS-077763 JASON M LANDER 3 HAYFIELD COURT s GREENLAND NH 03840 Expiration Commissioner 09129/2016 I I Client#: 1592480 141GREENMOU ACORD. CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDD/YYYY) 1212612013 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 5AOATecr—bave Sheller BBST-Atlantic Risk Management ac No Fit,41 1-480-4429 ac N,, 866-549-3345 5850 Waterloo Road,Suite 240 E-MAIL DShellem@bbandt.com Columbia,MD 21045 410 480.4400 INSURER(S) AFFORDING COVERAGE NAIC# INSURER A:Continental Insurance Company 35289 INSURED INSURER B:Continental Casualty Company 20443 Green Mountain Communications INSURER C:Zurich American Insurance Compa 16535 Pe broke,NHRiverwood Dr. INSURER 0:Columbia Casualty Company 31127 Pembroke,NH 03275 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UB LTR TYPE OF INSURANCE N POLICY NUMBER MP LOIpY EFF MWDIDY EXP LIMITS A GENERAL LIABILITY X X C2082342699 1213112013 12/31/201 EACH OCCURRENCE $1 -0 0- 000 X COMMERCIAL GENERAL LIABILITY PREMISES RENTurrence $3OO OOO CLAIMS MADE OCCUR MED EXP(Any one person) $5000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X JEPRO- LOC $ A AUTOMOBILE LIABILITY X X C2082342704 2/31/2013 12131/201 Ea aIND dentsINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY IN (Per accident) $ X HIRED AUTOS X NON-0WNED PROPERTY DAMAGE $ AUTOS Peracddent $ B X UMBRELLA LIAB X OCCUR X X C2082342718 2/31/2013 12/31/201 EACH OCCURRENCE $6,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s6,000,000 DED I X RETENTION&10.000 $ C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X WC594653905 2/3112013 12/31/201 X WC STATU- OH- AND PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? Y] NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT I$1,000,000 D Professional Liab CE0288359204 9/01/2013 09/01/201 Occ/Agg:$1,000,000 A Leased/Rented Equ X X C2082342699 2/31/2013 12131/201 Limit$300,000 A I Install.Floater X X C2082342699 2/31/2013 12/31/2014 Per Schedule DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Insurance Verification. CERTIFICATE HOLDER CANCELLATION Sprint SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 6850 Sprint Parkway ACCORDANCE WITH THE POLICY PROVISIONS. Earhart B Overland Park,KS 66251 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S11567207/M 11513564 DHSH ALL-POINTS TECHNOLOGY CORPORATION P.C. August 28, 2014 i Dewberry Engineers, Inc. 280 Summer Street, 10`'Floor Boston, MA 02110 Attn: Matt Tilden Re: Antenna Mount Assessment 5 Boston Hill Road, North Andover, MA Sprint Site #BS03XC188; Boston Hill Dear Matt, All-Points Technology Corporation, P.C. (APT) evaluated the existing Sprint antenna mounts on the above referenced site located on Boston Hill in North Andover, Massachusetts. We previously visited the site in July 2009 for MetroPCS. This evaluation relied on existing information provided by Sprint and Dewberry Engineers. The proposed installation will be mounted at a centerline of 88.0' A.G.L. (Alpha Sector) and 59.2' A.G.L. (Beta & Gamma Sectors) on existing sector mounts anchored to an existing 85' tall concrete structure. The proposed loading configuration is as follows: (3) RFS APXVTMI4-C-I20 Antennas (56.3"x12.6"x6.3"; 55.12 lbs. each) 4 antenna per sector,mounted to existing antenna pipe on sector mount. (3) TD-RRH8x20-25 remote radio heads (26.1"x18.6"x6.7"; 66.14 lbs. each) -1 RRH per sector,mounted to existing antenna pipe on sector mount. (1)Battery string with(4)batteries in existing BBU; 105 lbs. each -Installed inside existing BU cabinet. Critical members and connections were evaluated for structural adequacy under existing and proposed equipment loads. Our evaluation indicates the proposed equipment loading does not exceed the capacity of the current mounting installation or existing structure. Sincerely, iH OF A14 All-Points Technology Corporation, P.C. sqo O� ROBcRT E tiG \ � ADRIfl,JR. STRUCTURAL No.42964 Robert E. Adair, P.E. .o Principal 90 �FG/Sh��.`� /ONAL E MAI 96920 Boston Hill North Andover mount assessment ltr 8-28-14.doc ❑ 3 SADDLEBROOK DRIVE•KILLINGWORTH,CT 06419•PHONE 860-663-1697•FAX 860-663-0935 0 116 GRANDVIEW ROAD-CONWAY,NH 03818•PHONE 603-496-5853•FAX 603-447-2124 PROJECT: 2.5 EQUIPMENT DEPLOYMENT Sprint' SITE NAME: BOSTON HILL m $owns iB.:1TT7011177NI SITE CASCADE: BS03XC188 -- BOSTON HILL MARKET: BOSTONBS03XClOS SITE ADDRESS: 5 BOSTON HILL ROAD CONSTRSprint 8NI)l) IUCTION DRAWINGS NORTH ANDOVER, MA 01845-1- SITE TYPE: 851ROOFTOP 0 4 FUR A 4 FOR IBM SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX Dowborrye Dewberry Engineers Inc. SHEET ND: SHEET TITLE MSUMMEA81Rs�i PROPERTY OWNER: y SPRINT EQUIPMENT MODIFICATIONLS REQUIRED TO SUPPORT MODERNIZATION OF AN IDTHRAM EXISTING WIRELESS COMMUNICATIONS FACILITY AND UTILIZATION OF FCC BROADBAND BOSTON.MA OWO JOHN C fAftl1UM SPECTRUM LICENSE FOR 2.8GHa FREQUENCY. INCLUDING INSTALLATION OF: T-1 TIRE SHEET PIIO►E:6170163 0 426 FARNUM STREET ` w.> FAX B17aC6ODt0 NORTH ANDOVER, MA 01645 ROOFTOP-LEVEL RAN EQUIPMENT. CONSISTING OF SP-1 SPECIFICATIONS-1 r OUTLINE RETROFIT EXISTING MMBTS CABINET WITH (1) RECTIFIER SHELF. (3) ROCTIFlERS, 25 e LATITUDE �NAD831+: ° 016' SP-2 OUTLINE SPECIFICATIONS-p RADIO ACCESS NETWORK (RAW) EQUIPMENT! SBU KR. 47 36' 46.1" N - INSTALL (1)ADDITIONAL BATTERY STRING INSIDE EXISTING BATTERY BACKUP (98U) SP-3 OUTLINE SPECIF1CAMONS-14I ,z 1 OBASED ON 2C DATED 1/13/67 BY CABINET• CLOUGH. HARBOUR. I:ASSOCIATES LLP. a BE.�J,,,.,{•'• ROOFTOP EQUIPMENT. INCLUDING INSTALLATION OF: A-1 ROOF PLAN &ANTENNA PLANS LONGITUDE (NAD83)+: � �� r (� PANEL A1rtEre�s A-2 ELEVAnoN & EQUIPMENT PLAN 71' OS' 37.2- W - (3) REMOTE RADIO HEADS (RRH) A-3 RAN WIRING DIAGRAM -BASED ON 2C DATED 1/13/67 BY s w - (3) FIBER CABLE5 (ANO ASSOCIATED FIBER. COAXIAL CABLE JUMPERS AND ANTENNA CLOUGH. HARBOUR, k ASSOCIATES LLP. r REMOTE ELECTRICAL-TILT(RET) CABLES) A-4 EQUIPMENT DETAILS-I 4i is Qi' 40.Farm A-5 EQUIPMENT DEI'NCS-11 COUMYD A-5 MOUNTING DETAILS ESSEX E-1 ONE-LINE DIAGRAM ZONING JURISDICTION: WOLAIM OF BASED ON INFORMATION PROVIDE BY SPRINT REGULATORY COMPLIANCE PROFESSKK45 E-2 GROUNDING D IL: NOTES rr TKY AW ACTIN II mEA11NE�AIE WYM TOWN OF NORTH ANDOVERAla AND LEGAL COUNSEL. THIS TELECOMMUNICATIONS EQUIPMENT DEPLOYMENT IS IICAASE7A naFESPOPM F MON To ALM 1Ns P a CONSIDERED AND A WWjL jW=UNDER THE TAX RELIEF ACf OF 2012, 47 USC ZONING DISTRICT: 1455(1).AND IS SUBJECT TO AN EXPEDITED ELDI.E.EeCI M REQUEST/REaV AND VILLAGE RESIDENTIALq t ZONING SITE PIAN REVIEW,I�1DI NISTRITNE REVUE FOR LOCAL DISCRETIONARY PERMITS (VARIANCE SPECIALPERMrr. DRAWN BY SCA POWER COMPANY: MFT NATIONAL GRID _ CHECKED BY: fail SPRINT CONSTRUCTION MANAGER: LOCATIONMAP GENERAL NOTES APPROVALS I PROJECT NUMBER: 50040307 PETER SHEER (BB35-2f01 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR HUMAN HABITATION: �_� - AOA COMPLIANCE NOT REQUIRED. THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE JOB NUMBER 50066298 - POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL EQUIPMENT SUPPLIER: DOCUMENTS NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY SITE ADDRESS 2. CONTRACTOR SHALL VERIFY ALL PLANS. EXISTING DIMENSIONS. AND CONDITIONS ON IMPOSE CHANCES OR MODIFICATIONS. ALCATEL-LUCENT JOB SITE. CONTRACTOR SMALL IMMEDIATELY NOTIFY THE IN 600 MOUNTAIN AVENUE WRITING OF ANY DISCREPANCIES MORE PROCEEDING WITH THE WORK. FAILURE TO MURRAY HILL. NJ 07074 x NOTIFY THE ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR TO 5 BOSTON HILL ROAD CORRECT THE DISCREPANCIES AT THE COHTR4CT0R•S EXPENSE NORTH ANDOVER, MA 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. SPRINT.. OATS O�840J BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE ELECTRICAL COOS: 2014 NATIONAL ELECTRICAL CODE CONSTRUCTION STRUCTURAL CODE TWA-222-0 STRUCTURAL STANDARDS FOR ANTENNA MANAGER: DATE: Ekostoo SUPPORTING STRUCNRES AND ANTENNAS. LEASIN SITE ACQUISITION: DATE SHEET TITLE RF ENGINEER: DATE TITLE SHEET LANDLARD/ _ SHEET NUMBER 1 r TOWER O OATS CALL BEFORE YOU DAG PHONE 611 OR (689) -%"-7233 T- 1 THESE OUTUNE SPECIFICATIONS OR30gaTIM WITH THE SPRINT A CONSTRUCTION SPECIFICATIONS. DOCUMENTS AND TPE SECTION 01 300 - CELL SITE CONSTRUCTION CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. PART i - GENERAL SECTION 01 100 - SCOPE OF WORK 1.1 IHF_LRGBK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER Sprint• 1.11 UTILITIES SERVICES: WHERE NECESSARY TO CUT EXISTING PIPES, ELECTRICAL. WIRES. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED PART 1 - GENERAL CONDUITS. CABLES. ETC.. OF UTILITY SERVICES, OR OF FIRE PROTECTION OR BY THE CONTRACTOR. ). 1.1 jokkA!?BK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WiTH THE COMMUNICATIONS SYSTEMS, THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES OR 1.2 • SPPoNT CONSTRUCTION STANDARDS FOR WIRELESS SITES, CONTRACT OOCUMENTS AND THE WHERE SHOWN. ALL SUCH ACTIONS SHALL BE COORDINATED WITH THE UTILITY COMPANY A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICAnON. I NAl AIJONM MLVD,3MIE= CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. INVOLVED: AwnVAKmx-, 1.2 1.12 PERMITS FEES: WHEN REQUIRED THAT A PERMIT OR CONNECTION FEE BE PIVD TOA B. SPRINT'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES ARE INCLUDED IN AND MADE A PART ie:Leogavlwi OF THESE SPECIFICATIONS HEREWITH. PUBLIC UTILITY PROVIDER FOR NEW SERVICE TO THE CONSTRUCTION PROJECT. PAYMENT OF A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. SUCH FEE SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.3 NOTICE TO PROCEED B. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES ARE INCLUDED IN AND 1.13 CONTRACTOR SHUT TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR A. NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE MADE A PART OF THESE SPECIFICATIONS HEREWITH. PROTECTING EXISTING EQUIPMENT AND PROPERTY, OF THE WORK ORDER. BOSTON HILL 1.3 PRECEDENCE SHALL CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION 1.14 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM B. UPON RECEIVING NOTICE TO PROCEED. CONTRACTOR S1WFULLY PLATFORM ALL WORK NECESSARY SPECIFICATIONS FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS. TO PROVIDE SPRINT WITH AN OPERATIONAL WIRELESS FACILITY. BSB3XCi� WIRELESS SITES AND THE CONSTRUCTION DRAWINGS. INFORMATION ON THE CONSTRUCTION A. TOP FIAT PART 2 - PRODUCTS (NOT USED) DRAWINGS SHALL TAKE PRECEDENCE. NOTIFY SPRINT CONSTRUCTION MANAGER IF THIS B. HOW TO INSTALL A NEW CABINET PART 3 - EXECUTION OCCURS. C. BASE BAND UNIT IN EXISTING UNIT 0. INSTALLATION OF BATTERIES 3.1 FUNCTIONAL REOUIREMENTS., 1.4 NATIONIU N Y REGn[NIZED CODES M13 STANDARDS, E INSTALLATION OF HYBRID CABLE A. THE ACTIVITIES DESCRIBED iN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES A. THE L CO COMPLY WITH APPLICABLE NATIONAL AND LOCAL DES AND F. INSTALLATION OF RRH'S REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRIBED ARE NOT EXHAIJgTIVE CONSTRUCTION DRAWINGS STANDAM. LAIM EDfrION. AND PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO G. CABLING AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE THE FOULOWNG. H. TS-0200 REV 4 - ANTENNA UNE ACCEPTANCE STANDARDS THE CONSTRUCTION OF A FULLY FUNCTIONING WIRELESS FACILITY AT THE SITE IN ACCORDANCE WITH 1. OR-78-CORE 004MO REQUIREMEMM tOR THE PHYSICAL DESIGN AND MANUFACTURE 1. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. COMPANY PROCESSES. J. COMMISSIONING MOPS OF TELECOMMUNrATMS EQUIPMEW. K. SPRINT CELL SITE ENGNEERING NOTICE - EN-2013-002 9. SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN. AND OBTAIN REQUIRED APPROVALS WHILE 2. -1060 N COMPATIBILITY AND ELECTRICAL SAFETY -GENERIC THE WORK IS BEiNG PERFORMED. T1" NETWORK MM EQUIPMENT. L SPRINT ENGINEERING LETTER - EL-0304 M. SPRINT ENGINEERING LETTER - E1-0368 C. MANAGE AND CONDUCT ALL FW C0IWRtCWk SERVICE RELATED ACTIVITIES 3. NAMONAL FIS PfWTECTION ASSOCIAM04DES AND STANDARDS (NFPA) INCLUDING N. SPRINT TECHNICAL SPECIFICATION - TS-0193 O, PROVOE 000181111CWN ACTIVIM TO IW W04T REQUIRW BY THE CONTRACT DOCUMENTS A 70 (NATONAL 8117rRICAL CODE -µ 'NEC-) AND NFPA 101 (LIFE SAFETY CODE). 1.15 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS: I UI TO Wt 4. AAAI F G ALS (ASTM) 1w RN , r RENMEo �RR aoaTullGN 5. IN ,., E NIC 9 ENGINEERS (IEEE) A. CONTRACTOR WILL UTILIZE ITS BEST EFFORTS TO WORK WITH SPRINT ELECTRONIC PREPARE D E _ ROUGH AND FINAL GRADING, AND A l BED FOR RLMBM 8. TE PROJECT MANAGEMENT SYSTEMS. CONTRACTOR UNDERSTANDS THAT SUFFICIENT INTERNETCOMM , P ( A (AWPA) ACCESS, EQUIVALENT TO 'BROAOBANO' OR BETTER, IS REQUIRED TO TIMELY AND 3< 'EUMC ID4 CI OF UTILITIES INCLUDING ELECTRICAL AND 7 A O OWP EFFECTIVELY UTILIZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO �, B. ( ) MAINTAIN APPROPRIATE CONNECTIONS FOR CONTRACT'OR'S STAFF AND OFFICES THAT ARE 4. OWALL UNDEMAUM0 FACUT03 IW RGROUND POWER AND COMMUNICATIONSDewberryi 0, SO'AT AND TRANSPORTATION OFFICIALS (AASHTO) COMPATIBLE WITH SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS 1S. UNNO: Oe LM io.poRnAND CEWfNT ASSOCIATION ( ) 5. NO N St M9. PART 2 - PRODUCTS (NOT USED) Dewberry ETQineeTB Inc. 1. ALJ REQ LA (NINA)SAM #H>JSTRY ASSOCLOON (SIA) PART 3 - EXECUTION 7. OE . CAWWM AW SHELIMAS IN DIME SUMMER STMT 13• ( 3.1 TEMPORARY MLITIES eyQ_�J�$; THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL S. FAS GEED. TSo9roKMAOWO 4. L ROOFIW CONTRACTORSCIATION (NRCA) TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE 10. PROVIDE ANTEMM SUPPORT STRUCTIM FOLOWTXM. PHONE:ffl?AIlL3ao 5. SHM MCIAL,AND AIR CONOMMW TORS' NATIONAL ASSOCIATION (SMACNA) CONHEAT HVAC. ELEUCTRKXT'. SANITARY FACILITIES,UTILITIES D WASTE DISPOSAL FACILITES.ES INCLUDE POTABLE WATER. 12. OE SLABS AND LL SNC. C, ANG AND ACCESS BARRIERS. 6. R H °WARE O (DINT) TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN 13. P I O HEREINAFTER. 17. CIU A 1. O H TIN (OSHA) a 18, LE BUIL I IND UNIFORM BUILDING COOS, SOUTHERN BUILDING THE COMPO EL OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE 14. DIT TO TII NG HEREINAFTER THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN R BECOMES 15. OWALL FIXED GENEWORSOLUTIONS. CODE. ODOA. AND THE WTERNATIONAL BUILDING CODE. AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY 16. INStALL IOWM. W STWJCTU*S MD PLATFORMS ON EXISTING TOWERS AS .N I B ^� Y ,r BEP�JAM . •-� 1.5 DEFINITIONS: FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. r a+ A THE TASKS BILITIES IDENTIFIED IN THE CONTRACT 17. t A MAINLINE. ANTENNAS, CROSS BAWD v I�CCvC j TE 3.2 A�M_WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB SITE FOR COUftM 10M TOP AMPUF47M LOW NOME AUMMEft AND RELATED EQUIPMENT. B. P Doculmom. #� A AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE 18. Y C CONTROL DOCUMENTS THAT MAY BE p CAVI ARCHITECT/ENgNEER DURING ALL PHASES OF THE WORK. PERI _ r C. NE , N SECT •Ad:e. THE DESIGN 19. G MAKE ANY AND ALL NECESSARY �` P fONAd VINO SIO DESIGN OF THE PROJECT. 3.3� REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL 8E AS INDICATED NS, ., D. VENDOR; INDIVIDUAL OR ENTITY HEREWITH. ON THE CONSTRUCTION DRAWINGS. AND IN THE INDIVIDUAL SECTIONS OF THESE 20. KMORA11ON TO ASSIST AS NEEDED '•. "� WHO AFTM ION OF A C AST t 1 TO MPLISH THE WORK. SPECIFICATIONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT L 1S Y COMPLETE AND PLACED 'ON NR. �c , E. IHIRV PARTY VENDOR OR AGDOCY. A VENDOR OR AGEWY ENGAGED SEPARATELY BY THE ADDITIONAL TESTING. THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA GENERAL REQUIREMENTS FOR CML CONSTRUCTION: Y COMPANY, A&E� OR N ;T TO P a OR TO ACCOMPLISH SPECIFIC FOR COMPANY'S TEST AGENCY. ENGIN URVENW TASKS REIATED TO SO NOT IN EO IN THE WOW. 3.4 DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE A CONTRACTOR WWI KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS AND TRASH. F. : N 1 , C; . RACI OR O E ENT. AT THE COMPLETIDN OF THE WORK. GONiRACTOR SHALL REMOVE FROM THE SiTE ALL REMAINING FABRICATION OR ORDERING OF MATERIA S. DO NOT SCALE DRAWINGS. RUBBISH. IMPLEMENTS. TEMPORARY FACILITIES. AND SURPLUS MATERIALS R]TWEV ENCAUMf UM RY ANY MIO NrMAc. TRL"TI TE1R 1 ELA MUNICAnON TO FLOW THROUGH N IAL TIE EMOTE NON or A�� A DIN GE' ECT.- 3.5 EXISTING CONDITIONS: NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS SION�L eNewml to Altama DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER IL EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED 'BROOM CLEAN'AND CLEAR OF DEBRIS. oaaAlwr. 1.6 SITE FAMILIARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AND C. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO DISCOVER AND LOCATE ANY HAZARDOUS ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ENGINEER. ��N G DRAWN BY: S CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPRINT 1. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDTON WHICH HAS NOT BEEN CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT ABATED OR OTHERWISE MITIGATED. CONTRACTOR AND ALL OTHER PERSONS SHALL IMMEDIATELY AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OR FIELD CONDITIONS. PART 1 - GENERAL STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. THE WORK IN THE REVIEWED BY: MFT 1.7 POIT DF-CONTACT.- COMMUNICATION BETWEEN SPRINT AND THE CONTRACTOR SHALL FLOW AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTIFICATION BY COMPANY. THROUGH THE SINGLE SPRINT CONSTRUCTION MANAGER APPOINTED TO MANAGE THE PROJECT 1.1 la_WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS. IN CONJUNCTION WiTH THE OTHER 2. CONTRACTOR AGREES TO USE CARE WHILE ON THE SiTE AND SHALL NOT TAKE ANY ACTION THAT ECHECKED BY: 89R FOR SPRINT. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS OFSL BE THE WORK TO BE FORMED WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN BY 1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND TME CONTRACTOR. THE ENVIRONMENT. OR TO FURTHER EXPOSE INDIVIDUALS 10 THE HAZARD. PROJECT NUMBER: 50040307 SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES. SEQUENCES. 1.2 0. CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE AND PROCEDURES IN ACCORDANCE WiTH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. THE PROJECT UMTS BE AFFECTED BY CONTRACTOR'S ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY JOB NUMBER. 50068288 EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALL RETURN THEM TO ORIGINAL CONDITION TIMES DURING P CE OF THE WORK. 9. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SiTES• ARE INCLUDED IN AND MADE A PART OF THESE SPECIFICATIONS HEREWITH. E CONDUCT TESTING AS REQUIRED HEREIN. SITE ADDRESS;- 1.9 L NF1 N1 S ANO DETAIL REQUIRED AT J095TTE: THE CONSTRUCTION PANT 2 - PRODUCTS NOT USED) 3.3 L aAal Fe. CONTRAf°T T� NU11N A FULL SET OF THE CONSTRUCTION DRAWINGS STANDARD ( A. CONTRACTOR SHALL REVIEW. APPROVE. AND SUBMIT TO SPRINT SHOP DRAWINGS, PRODUCT DATA, 1N AI� FOR WIRELESS SITES AND THE STANDARD CONSTRUCTION PART 3 - EXECUTION SPECIFICAMONIS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH 3.1 RECEIPT OF MATERIAL MIO EOUIaMEMrt: SAMPLES, AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER CONSMCtION M ON• 8. PROVIDE DOCUMENTATION INCLUDING. BUT NOT LIMITED M. THE FOLLOWING. DOCUMENTATION 5 BOSTON HILL ROAD AL E J GS, SPECIFICATIONS AND DETAILS SHALL BE CLEARLY MARKED DAILY A. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE SHALL BE FORWARDED IN ORIGINAL FORMAT AND/0R UPLOADED INTO SMS. IN TIED KNCIL ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE CONSTRUCTION DOCUMENTS I. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTiDN REPORTS. NORTH ANDOVER, MA DOCUMEWS. AT CONMUCTION COMPLETION. THIS JOBSITE MARKUP SET SHALL BE B. THE CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON 2. PROJECT PROGRESS REPORTS. O 845 DELIVERED TO E COMPANY OR COMPANYHILL:'S DESIGNATED REPRESENTATIVE TO BE RECEIPT S 3. CML CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). FORWARDW TO THE COMPANYS A&E VENDOR FOR PRODUCTION OF AS-BUILT DRAWINGS.. 1. ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT. 4. ELECTRICAL SERVICE COMPLETION DATE (POPULATE FIELD IN SMS AND/OR FORWARD B. DETAILS ARE INN DED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO 2• VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. NOTIFICATION). TT JOB DIMENSMS OR CONDITIONS. AND SUCH MODIFICATIONS SHALL BE INCLUDED AS 3. TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE PROTECTION AS REQUIRED N 5. LINES AND ANTENNA INSTALL DATE (POPULATE FIELD IN SMS MID/OR FORWARD NOTIFICATION). PART OF E WORK. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF AGREEMENT. 6. POWER INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). SHEET TRE MY 4. RECORD ANY DEFECTS OR DAMAGES AND WITHIN TWENTY-FOUR HOURS AFTER RECEIPT, VARIATIONS FRIT 1O PROCEEDING WITH THE WORK. 7. TELCO READY DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH. C 11 E TO FINISH UIR SURFACES UNLESS NOTED OTHERWISE SPACING 5. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING 6. PPC (OR SHELTER) INSTALL DATE (POPULATE FIELD !N SMS AND/OR FORWARD NOTIFICATION). EF i EQUIPMENT AST IS THE REQUIRED CLEARANCE SHOULD THERE BE ANY QUESTIONS 6. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL. AND EQUIPMENT, DELIVERING 9• TOWER CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD OUTLINE REGMI)ING INE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT. AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE NonFIGToN). SPECIFICATIONS-1 THE COWRWM SKALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 3.2 2&UW 8e W9L- 10. TOWER CONSTRUCTION COMPUTE DATE (POPULATE FIELD IN SMS AND/OR FORWARD R T A# MANAGER A NAGER PRIOR TO PROCEEDING WiTH THE WORK. NOTIFICATION). 1.10 USE.QE_QH._3: THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION AND RELATED A. COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WiTH COMPANY PRACTICE 11. BTS AND RADIO EQUIPMENT DELIVERED AT SiTE DATE (POPULATE FIELD IN SMS AND/OR SHEET NUMBER OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT. PARKING, IL IF APPLICABLE, COMPLETE LOST/STOLEN/DAMAGED/DAMAGED DOCUMENTATION REPORT AS NECESSARY IN FORWARD NOTIRGTiON). TEMPORARY FACILITIES. AND WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE ACCORDANCE WITH COMPANY PRACTICES, AND AS DIRECTED BY COMPANY. 12. NETWORK OPERATIONS HANDOFF CHECKLIST (HOC WALK) COMPLETE (UPLOAD FORM IN SMS) PERMITTED BY THE CONTRACT DOCUMENTS. c. UPLOAD DOCUMENTATION INTO SPRINT SITE MANAGEMENT SYSTEM (SMS) AND/OR PROVIDE HARD 13. CML CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD S P- 1 COPY DOCUMENTATION AS REQUESTED. 14. SITE CONS RUCTION PROGRESS PHOTOS UNLOADED INTO SMS. CQNT1NUE WHEEL SP-2 CONTINUED ROM - B. REPORT INFORMATION WILL BE TRANSMITTED M SPRINT ViA ELECTRONIC MEANS AS REQUIRED. A SCHEDULE INSPECTIONS WiTH COMPANY REPRESENTATIVE THIS INFORMATION WILL PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT. SECTION_ 01 400 - SUBMITTALS, TESTS, AND INSPECTIONS IL CONDUCT INSPECTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.2 PROJECT CONFERENCE CALLS: PART 1 - GENERAL 1. GROUNDING SYSTEM INSTALLATION PRIOR TO EARTH CONCEALMENT DOCUMENTED WITH DIGITAL A. SPRINT MAY HOLD WEEKLY PROJECT CONFERENCE CALLS. CONTRACTOR WILL BE REQUIRED TO Sprint' 1.1 IHE-JIMRK-' THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WiTH THE )0 PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT REPRESENTATIVE COMMUNICATE SiTE STATUS, MILESTONE COMPLETIONS AND UPCOMING MILESTONE 2. FORMING FOR CONCRETE AND REBAR PLACEMENT PRIOR TO POUR DOCUMENTED WITH DIGITAL OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT REPRESENTATIVE PROJECTIONS, AND ANSWER ANY OTHER SITE STATUS QUESTIONS AS NECESSARY. BE PERFORMED BY THE CONTRACTOR. 3. COMPACTION OF BACKFILL MATERIALS; AGGREGATE BASE FOR ROADS. PADS. AND ANCHORS; 3.3 PROJECT TRACKING IN SMS: a NISM110144 BLVD.su S00 1.2 ASPHALT PAVING; AND SHAFT BACKFILL. FOR CONCRETE AND WOOD POLES. BY INDEPENDENT AK"JO705 THIRD PARTY AGENCY. A CONTRACTOR SHALL PROVIDE SCHEDULE UPDATES AND PROJECTIONS IN THE SMS SYSTEM ON A THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. 4. PRE- AND POST-CONSTRUCTION ROOFTOP AND STRUCTURAL INSPECTIONS ON EXISTING A WEEKLY BASIS. B. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES ARE INCLUDED IN AND FOWL' MADE A PART OF THESE SPECIFICATIONS HEREWITH. 5• TOWER ERECTION SECTION STACKING AND PLATFORM ATTACHMENT DOCUMENTED BY DIGITAL 3.4 ADDITIONAL REPORTING: PHOTOGRAPHS BY THIRD PARTY AGENCY. 1.3 SUAMirrAI e- 6. ANTENNA AZIMUTH ML TILT AND PER SUNLIGHT TOOL SUNSK;HT INSTRUMENTS - A. ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS BOSTON HILL DETERMINED TO BE REASONABLY NECESSARY BY COMPANY. A. THE WORK IN ALL ASPECTS SHALL COMPLY WiTH THE CONSTRUCTION DRAWINGS AND 7. VERIFICATION DOCUMENTED WITH THE ANTENNA CHECKLIST REPORT. BY ABBE. SITE 3.5 PROJECT PHOTOGRAPHS: THESE SPECIFICATIONS. DEVaOPMENr REP, OR RE REP. BS03XC1 BS 8 FINAL INSPECTION CHECKLIST AND HANDOFF WALK (HOC.). SIGNED FORM SHOWING A. FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPEG FORMAT IN THE SMS PHOTO S. SUBMIT THE FOLLOWING TO COMPANY REPRESENTATIVE FOR APPROVAL ACCEPTANCE BY FIELD OPS IS TO BE UPLOADED INTO SMS. LIBRARY FOR THE RESPECTIVE SiTE. PHOTOGRAPHS SHALL BE CLEARLY LABELED WITH SiTE I. CONCRETE MIX-DESIGNS FOR TOWER FOUNDATIONS, ANCHORS PIERS, AND CONCRETE PAVING. 9. COAX SWEEP AND FIBER TESTING DOCUMENTS SUBMITTED VIA SMS FOR RF APPROVAL NUMBER, NAME AND DESCRIPTION, AND SMALL INCLUDE AT A MINIMUM THE FOLLOWING AS 2. CONCRETE BREAK TESTS AS SPECIFIED HEREIN. 10.SCAN-ABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERAJ2ED APPLICABLE: 3. SPECIAL FINISHES FOR INTERIOR SPACES, IF ANY. EQUIPMENT 1. SHELTER AND TOWER OVERVIEW. 4. ALL EQUIPMENT AND MATERIALS SO IDENTIFIED ON THE CONSTRUCTION DRAWINGS. 11.ALL AVAILABLE JURISDICTIONAL INFORMATION 2. TOWER FOUNDATION(S) - FORMS AND STEEL BEFORE POUR (EACH ANCHOR ON GUYED TOWERS). CONSTRUCTION DRAWINGS 5. CHEMICAL GROUNDING DESIGN. 12.POF SCAN OF REDUNES PRODUCED IN HELD 3. TOWER FOUNDATiON(S) POUR WITH VIBRATOR IN USE (EACH ANCHOR ON GUYED TOWERS). C. ALTERNATES: AT THE COMPANYS REQUEST. ANY ALTERNATIVES TO THE MATERIALS OR E, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS M ANY WORK 4. TOWER STEEL AS BONG INSTALLED INTO HOLE (SHOW ANCHOR STEEL ON DIM TOWERS). ER METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGFOR IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES ANO/OR AS A RESULT OF 5. PHOTOS Of TOWER SECTION STACKING. APPROVAL PRIOR TO BEING SHIPPED TO SITE SPRINT WILL REVIEW AND APPROVE ONLY TESTING 8. CONCRETE TESTING / SAMPLES. THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. 7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION. SUBMITTAL FOR APPROVAL SHALL INCLUDE A STATEMENT OF COST REDUCTION PROPOSED F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED BY THE B. BUILDING/WATER TANK FROM ROAD FOR TENANT IMPROVEMENTS OR COMMENTS. FOR USE OF ALTERNATE PRODUCT. CONTRACTOR WiTH WRITTEN REPORTS AND PHOTOGRAPHS. PHOTOGRAPHS MUST BE DIGITAL 9. SHELTER FOUNDATION--FORMS AND STEEL BEFORE POURING. 1.4 TESTS ANO INSPECTIONS• AND OF SUFFICIENT QUALITY TO CLEARLY SHOW THE SiTE CONSTRUCTION. PHOTOGRAPHS 10.SHELTER FOUNDATION POUR WITH VIBRATOR IN USE. MUST CLEARLY IDENTIFY THE PHOTOGRAPHED ITEM AND BE LABELED WITH THE SITE 11.COAX CABLE ENTRY INTO SMELTER A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS CASCADE NUMBER, SITE NAME. DESCRIPTION. AND DATE 12.PLATFORM MECHANICAL. CONNECTIONS TO TOWER/MONOPOLE. Og4=FTRODNbTRt110NAND PROJECT DOCUMENTATION. 13.ROOFTOP PRE AND POST CONSTRUCTION PHOTOS TO INCLUDE PENETRATIONS AND INTERKLR A Tact REWEW 3.4 DUACRO ; TEST AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATION SHALL BE CEIUNG. B. CONTRACTOR SMALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE UPLOADED TO THE SMS MID/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE 14.PHOTOS OF TOWER TOP COAX UNE COLOR CODING AND COLOR CODING AT GROUND LEVEL. FOLLOWING: PERMANENT SiTE FILES. 15.PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATORY SIGNAGE. DewberryA 1. CALX SWEEPS AND FIBER TESTS PER SPRINT TS-0200 CURRENT VERSION ANTENNA LINE 16.PHOTOS OF EQUIPMENT BOLT DOWN INSIDE SHELTER. HOAX SWEE �� A. THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE. 17.POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO SUPPLY 2. AOL, AZIMUTH AND DOWNTiLT USING ELECTRONIC COMMERCIAL MADE-FOR-THE-PURPOSE 1. CONCRETE MIX AND CYLINDER BREAK REPORTS. LOCATIONS INCLUOING METER/DISCONNECT. DBWI38Tf)/Engineers Inc. ANTENNA ALIGNMENT TOOL 2. STRUCTURAL BACKFILL. COMPACTION REPORTS. 18.ELECTRICAL TRENCH(S) WITH ELECTRICAL / CONDUIT BEFORE G CKFILL 3. CONTRACTOR SHALL 13E RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 3. SITE RESISTANCE TO EARTH TEST. 19.ELECTRICAL TRENCH(S) WiTH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL 01„! STREET IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF 4. ANTENNA AZIMUTH AND DOWN TILT VERIFICATION 20.TELCO TRENCH WITH TELEPHONE /CONDUIT BEFORE BACKFILL sosroKUAoaIL TESTING. 5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED PER 21.TELCO TRENCH WiTH FOL.-BACKED TAPE BEFORE FURTHER BACKFILL. PHM:617.00SAMoo C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING; SUPPLIER'S REQUIREMENTS AND THE APPLICABLE SECTIONS HEREIN. 22.SHELTER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS FAX417.005=0 8 COAX CABLE SWEEP TESTS PER COMPANY S ANTENNA UNE ACCEPTANCE STANDAROW AND BEND RADII). I A f t_R , 1. AZIMUTH, OOWNTiLT, ACL - UPLOAD REPORT FROM ANTENNA ALIGNMENT TOOL TO STIERRA B. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES THE FOLLOWING; 23.TOWER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND TASK 465. INSTALLED AZIMUTH, OOWRNnLT, AND AGL MUST CONFORM TO THE RF DATA �." SHEETS. SWEEP AND FIBER TESTS 1. a D RHES: ISS OF S, OOPAPHS WINg1 BEND RADII). .��► 2 SCAINABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT VA TO EIL YN4T P T 4 24.FENCE GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND THE CA INOICAMNO 08"K BEND RADII). CE '! .P .N S. 3. ALL AVAILABLE JURISDICTIONAL. INFORMATION 2 25.ALL ITS GROUND CONNECTIONS. D 26.ALL GROUND TEST WELLS. F,VCTi 4. PDF SCAN OF RLDUNLS PRODUCED IN FIELD G D' + .. 27.ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. t 5. ELECTRONIC AS-BUILT DRAWINGS IN AUTOCAD AND POE FORMATS. ANY FIELD CHANGE MUST 3• R4 COMMM FORMtW. AT 10WIt ANV EWPMENT/SHELIM28.ADDITIONAL GROUNDING POINTS ON TOWERS ABOVE 200'. BE REFLECTED BY MODIFYING THE PLANS. ELEVATIONS, AND DETAILS IN THE DRAWING SETS - ftWOORWHS WING ALL RDVOW*41T 29.HVAC UNITS INCLUDING CONDENSERS ON SPLiT SYSTEMS. GENERAL NOTES INDICATING MODIFICATIONS WILL NOT BE ACCEPTED. CHANGES SHALL BE STUB G S SH00140 COK43MM POUR OF SHE„ 30.CPS ANTENNAS. HK MN.IGHTM AS 'CLOUDS IDENTIFIED AS THE AS-BUILT CONDITION. D T IN 31.CABLE TRAY AND/OR WAVEGUIDE BRIDGE r0�S Ca A. EXIT FROM ROOF. S. LIEN WAIVERS R" 33.EACH SECT32. OR ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM BEHIND r�R+� 4. T 1FdE ITN CRAPtS SOMM tN NG; Al F 7. FINAL PAYMENT APPLICATION 04SPECTION AND PHOTOGRA" OF PtATrORM COMPONEW ABT TNT POMRS. PHOTOGRAPHS SHOWING THE PROJECTED COVERAGE AREA. OF RTOP 1NDRO, PHOTOS OF TOWER COAX LINE COLOR CODING AT THE TOP AND 34.MASTER BUS BAR. ENGI URVEYOR 8. REQUIRED FINAL CONSTRUCTION PHOTOS AT 35.TELCO BOARD AND NIU. STS tS NG Ct)N G 040M 38.ELECTRICAL DISTRIBUTION WALL n o A NaAYM GO uW Eos ANt PfRiON tuAtss 9. CONSiRUCTION AND COMMISSIONING CHECKLIST COMPLETE WiTH NO DEFICIENT ITEMS 37OWL .CABLE ENTRY WITH SURGE SUPPRESSION. nµy AR[AC(NO uNppe TIE oWaeawM a A 10.ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SiTERRA (SPRINTS IPOWTS NT FOR T t 38.ENTRANCE TO EQUIPMENT ROOM. .WortanaW°+GOWER To AVER TIDIER ASO 39.COAX WEATHERPROOFING-TOP AND BOTTOM OF TOWER. OMs. DOCUMENT REPOSITORY OF RECORD). H AT S 40.COAX GROUNDING -TOP AND BOTTOM OF TOWER. IND SHOWING TW PROJECTED S T S I G - 41.ANTENNA AND MAST GROUNDING. `T Its N ± };SNA DRAWN BY: SCA 1.5 COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS AND MAST GROUNDING. PHa= 42.LANDSCAPING - WHERE APPLICABLE. 1.6 INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS mEaWXAL C *T A TO / OL 3.6 FINAL_PROJECT ACCE COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT, REVIEWED BY. MFT 5. , PRE" CnON S ON E CONTRACT DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS PART 2 - PRODUCTS (NOT USED) PHOTOOKAPHS OF THE MOP#40 INTONOR 70 OEWWWE AND DOCWENt CONOnIONS. ROOF SiTES AND UPLOAD INTO STIERRA. VP CONSTRUCTION NS I BY S CHECIMDD BY: ORR PART 3 - EXECUTION CABLE VAY / aRAP IT SECTION 07 500 - ROOF CUTTING. PATCHING AND REPAIR 3.1 REQUIREMENTS FAR TESTING: 6 LA D, 4 METNT TF PROJECT NUMBER: 50040307 FWM ALL FOUR COFINEftSUMMARY: A. THIRD PARTY TESTING AGENCY. WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING 7• FoOMM TIES: CLOSE-UP Oft&M PCLOW-UP AGENCY IS REQUIRED. THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON APHWOCRWH OF E PANOL ANDMtC - E' THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE JOB NUMEIM 50086286 REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH POM M O NECr; OS O TELCO 'E CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED ENMOSUM P S ATMOM X D'OR fA "' ION P ANTENNAS. AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS UNDERSTANDING OF LOCAL AVAILABLE MATERIALS. INCLUDING THE SOIL, ROCK, AND SiTE ADDRESS GROUNDWATER CONDITIONS. 8. ILL'S C CA X "INS; MOLL - T° IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH IANDLORO, ANY RONFORONG DCTTJ A. T PA EXISTING WARRANTY. AND LOCAL JURISDICTIONAL STANDARDS. 1. THE THIRD PARTY TESTING AGENCY iS TO BE FAMILIAR WITH THE APPLICABLE REQUIREMENTS 9. JLCRWXn0N OR COMPANY. FOR THE TESTS TO BE DONE. EQUIPMENT TO BE USED. AND ASSOCIATED HEALTH AND SAFETY 1.4 SUBMITTALS: ISSUES. SECTION 01 500 - PROJECT REPORTING 5 BOSTON HILL ROAD 2. EXPERIENCE IN SOILS, CONCRETE. MASONRY, AGGREGATE, ANO ASPHALT TESTING USING ASTM. A. PRE-CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION AASJTO. AND OTHER METHODS iS NEEDED. PART 1 - GENERAL OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH NORTH ANDOVER, MA 3. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, 1.1 MJL-WORKTHESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WiTH THE (MINIMUM 3 EA.) ALL MEAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. AASJTO, AND OTHER METHODS IN NEEDED. OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO 01845 3.2 REQUIRED TESTS: BE PERFORMED BY THE CONTRACTOR, S. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 A. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE 1.2 RELATED DOCUMENTS: CA•) FOLLOWING: A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. I SHEET TIRE 1. CONCRETE CYLINDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE PAVING. D. SPRINT STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES' ARE INCLUDED IN AND Q SECTION O, 900 - PAINTING 2. ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHNESS. AND COMPACTED DENSITY MADE A PART OF THESE SPECIFICATIONS HEREWITH. OUTLINE TESTING AS SPECIFIED IN SECTION: NOT MIX ASPHALT PAVING. PART 2 - PRODUCTS (NOT USED) QUALITY ASSURANCE: PAVING. PART 3 - EXECUTION 3. FIELD QUALITY CONTROL TESTING AS SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE SPECIFICATIONS-II 4. TESTING REQUIRED UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS. PADS AND 3.1 WEEKLY REPORTS: MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE NUMBER LOCATIONS 3.1 USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE 5. STRUCTURAL BACKFILL COMPACTION TESTS FOR THE TOWER FOUNDATION. A. CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY REPORTS SHOWING PROJECT STATUS. WITH MANUFACTURER'S INSTRUCTIONS. S. SITE RESISTANCE TO EARTH 'TESTING PER EXHISIT: CELL SITE GROUNDING SYSTEM DESIGN. THIS STATUS REPORT FORMAT WILL BE PROVIDED TO THE CONTRACTOR BY SPRINT. THE 7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION UNE ACCEPTANCE REPORT WILL CONTAIN SITE ID NUMBER, THE MILESTONES FOR EACH SiTE. INCLUDING THE B. COMPLY WiTH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. BASELINE DATE, ESTIMATED COMPLETION DATE AND ACTUAL COMPLETION DATE. SP-2 S. STANDARDS, AN NWDTS OUNGG AT ANTENNA MASFOR GPS AND ANTENNAS CONTINUE SHEET SP-3 9. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. CON RO 0-2:, 5. GROUNDING OF TRANSMISSION UNES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT MATERIALS: ON DRAWINGS. 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL 8E PER SPRINT IS 0200 CURRENT CONDUIT: A. MANUFACTURERS: BENJAMIN MOORS, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR VERSION. APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR COA71NO 7. HYBRID CABLE LABELING: INDMDLIAL HYBRID AND DC BUNDLES SHALL ITE LABELED A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS S p r�nt SYSTEMS, ALPHA-NUMERICALLY *)op ACCORDING TO SPRINT CELL SiTE ENGINEERING NOTICE - EN 2012-001, ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN PAINT SCHEDULE: CONCREW RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WiTH ZINC WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO PRODUCED TO ANSI SPECIFICATIONS CBO.1, FEDERAi. SPECIFICATION WW-C-581 AND INnW4QKmKvasupFsm FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NO SHALL BE LISTED WiTH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE MARWµ'wN4" METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCETHREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS TIL-PPs67-TNI OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER A ALL FIBER A COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUSE B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE PVC SUITABLE BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND (PVC) B. ROOF TOP CONSTRUCTION10 TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY BEST PRACTICES. FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE SOLED, AND FLUSH SOLVENT INDUSTRY STANDARDS AiD REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND 1. COLD SHRINK; ENCOMPASS CONNECTOR iN COLD SHRINK TUBING AND PROVIDE A DOUBLE WEEDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE BOSTON HILL FINISH. WRAP OF 7 EUMIRICAL TME EXTENDING 7 BEYOND TUBING. PROVIDE 3M COLD SHRINK CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL- PAINTING QUALPAINTING APPLICATION: CXs SERIES OR EQUAL C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WiTH PVC COATED BS03XCI88 2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF METALLIC LANG SWEEP RADIUS ELBOWS. 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK SELF-AMALGAMATING TAPE 7 BEYOND CONNECTOR. APPLY A SECOND WRAP OF MEANS ACCEPTANCE OF SUBSTRATE. SELF-AMALGAMATiNG TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 7 WIDE D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, ELECTRICAL TAPE EXTENDING 2' BEYOND THE SELF-AMALGAMATING TAPE. CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL. ELECTRICALLY PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 3 3M SUM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE-COAT OR REMOVE 4. OPEN Ftp ON JOB SITE IS NOT ACCEPTABLE WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI CONSTRUCTION DRAWINGS AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION.AND G80.3. FEDERAL SPECIFICATION WW-C-583, AND SHILL BE UL LISTED. 4. CLEAN UP, TOUCH UP AND PROTECT WORK. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS METS) EMT SHALL BE MANUFACTURED BY AWED, REPUBLIC ET SCREWWHEATANO, EC APPROVED �M EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL TOUCHUP PAINTING• AND RELATED EQUIPMENT NOT BE ACCEPTABLE. I. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER SUMMARY: E LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ERECTION WITH 'GAL.VANOX.' 'DRY GALV; OR 'ZINC-IT.' EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S A THIS SECTION SPECIFIES MMB'TS CABINETS, POWER CABINETS, AND INTERNAL MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALT. NOT WRITTEN INSTRUCTIONS. EQUIPMENT INCLUDING SY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UMTS, BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 3. ALL METAL COMPONENTS SHALL BE HANDLED WiTH CARE TO PREVENT DAMAGE TO THE RASE BAND UMTS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR 0 0 4 69A:D TCR WAA4 ISJ:D Fat OmOwp TRIaIOJ B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND UNIVERSAL METAL HOSE, OR APPROVED EQUAL BIAR SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO HEADS AND CABLE PROVIDE ALL LA90R REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). INSTALLATION NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPUCMLE HUBS AND BOXES: �lWbl3'1'Y® SUMMARY, INSTALLATION MOPS. f THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, AND CABLE EQUIPMENT, C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED Dewberry Engine Inc. INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. AIN DC CIRCUIT BREAKER LABELING HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL PROVIDE IMPACT OAH SUMMER sllfaMT ANTENNAS AND RRH'S: RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. OOSTOKMAGWO THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON THE A. LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN PHOW-817AMZ 0 CONSTRUCTION DRAWINGS. 2012-001, REV L S. CABLE TERMINATION FITTINGS FOR CONDUIT R� Mamlo 1• CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEONEY OR EQUAL t HYBRID cAeLE: SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE TRANSCIEVER 2. CABLE TERMINATORS FOR LFMc SHALL BE Ecco - cl2075; OR MADE FOR THE PURPOSE ,e"•'"pF PRODUCTS BY ROXTEC. HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE ST TIA ONS MBTS) AND RELATED EQUIPMENT C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE . fk `�p SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPUCA8LE MANUFACTURER'S PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED BENJAMIN B. REQUIREMENTS. r SUMMARY: IRON ALLOY COVER AND STAINLESS STENT COVER SCREWS, CROUSE-HINDS WAS SERIES A THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL cr Rt:Vi:TTE JUMPERS AND CONNECTORS- OR EQUAL � ya , FURNISH AND INSTALL 1/7 COAX JUMPER CABLES BETWEEN THE RRH'S ANDANTENNAS. EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED ; IV JUMPERS SHALL BE TYPE LDF 4, FL.0 12-50, CR 540, OR FXL 540. SUPER-FLEX CABLES ARE BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTT100R RATED COAXIAL CABLE. DO NOT USE 8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE b', SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR CROUSE-HINDS, COOPER, ADALET, APPLETON, 0-Z GEDNEY, RACO. OR APPROVED ?' A MAXIMUM OF 4 FEET D(CESS PER JUMPER AND HAVE CONNECTORS AT EACH END, NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE EQUAL THE APPUCA13LE EQ , MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD FABRICATED, FOLLOW MANUFACTURER'S INSTALLATION MOPS. REQUIREMENTS FOR INSTALLATION OF CONNECTORS SUPPLEMENTAL GROUNDING SYSTEM ENGIN D SURVEYOR C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS REMOTE ELECTRICAL TILT Com) CABLES: A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE IT re A WL"M OF urr Tae AIM POWK uesEss SUPPORTING DEVICES: DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CUPS WiTH L=rp ° 'KraAIA. INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES DocummT, REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED ANTENNA INSTAL LATIONli1. ED TUBE AND CONDOR CONDUCTORS AS INDICATED. DRAWN BY. SG THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE 2 ALLIED SYSTEM 8. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HdGHAZIMUTH, AND FEED 3. UNISTRUT DIVERSIFIED PRODUCTS EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS �EWEp BY: MFT ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. 4. THOMAS do BETTS REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. A THE CONTRACTOR SHALL POSITION THE ANTENNA TOWER PIPE MOUNTS SO THAT THE S. FASTENERS: TYPES, MATERIALS. AND CONSTRUCTION FEATURES AS FOLLOWS: C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM CHECKED W. FOR BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALLL BE PLUMB TO WITHIN 1 DEGREE. 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. FOR REPLACEMENT INSTRUCTION USING THREADED ROO KiTS. S. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED 2. INTENDED STUDS: HEAT-TREATED STEEL. DESIGNED SPECIFICALLY FOR THE EXISTING STRUCTURE: " 5004=7 ON THE DRAWINGS. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, ,TOB NUMBER 50066266 HYBRID CABLES INSTALLATION: 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. DEVICES. BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE A THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE 8• MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON SiEEL COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE SITE��: CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S 7. EXPLOSIVE DEVICES FOR ATTACHING H ANGERS TO STRUCTURE SHALL NOT BE PERMITTED. WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, RECOMMENDATIONS. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. STRUCTURES. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S e. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION. USE SHEET META. SCREWS. CONDUIT AND CONDUCTOR INSTALLATION: SPECIFICATIONS FOR BENDING RADII. SUPPORTING DEVICES: 5 BOSTON HILL ROAD C. L BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING ANDA A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WiTH APPROVED NON-PERFORATED NORTH ANDOVER, MA INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE PERMANENTLY IN ACCORDANCE WITH NEC. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN 1. F O CABLF3: ALL GABLES SHALL BE PERMANENTLY FASTENED TO THE COAX 01845 LADDER!AT V- USING NON-MAGFIETIC STAINLESS STEEL CUPS. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUIT'S IN TIGHT ENVELOPES. 2. FAWIOING NOMOUAL FIBER AND OC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THEELCHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT M C T D INTERMEDIATE DISTRIBUTION BOXES: C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FASTEN ELECTRICAL ITEMS AND OUTLET BODIES. CONOUrT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, f0ft SUPPORT ER BUNDLES USING V VELCRO STRAPS OF THE REQUIRED LENGTH O 18' THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SMPS 9WLL BE W. OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL THE FOLLOWING: SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE W*XT TITLE WSTALLATONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL.. D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. tk • NDLES WiTH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE W OF THE PROOF TEST LOAD, CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZE) MALLEABLE IRON OUTLINE SYASUMA SLACK NYLON, WITH NaM CTS EQUAL TENSILE STRENGTH AT 12.000 PSI As MANUFACTURED BY E USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE INSIDE.ON INSIDE AND GALVANIZED MALLEABLE IRON IOCKNUT ON OUTSIDE AND SPECIFICATIONS-III 3. FASMING JUMPM- SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS SLABS. STAINLESS STEEL DUMMY CUPS. B. CONDUCTORS SHILL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. 4. CA ELECTRICAL IDENTIFICATION: SHEET" ' 4, NSPECT CAOU PRIOR TO USE FOR SHIPPING DAMAGE. NOTIFY THE CONSTRUCTION MANAGER. b. CAME NG: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, PROPMY RMM VN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM.AND CROSSOVERS. SP - 3 c. ER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. )�* M MM OWA 1_TION MOM fNISIM—ONLY C_[YN. a- Sprint' USE SPARE OC CABLES CORM UP AT TOP NV ARRAY TO POWER UP 25 RRH. INSIDE EXISIING FIBER DISTRIBUTION BOX, To SPARE DC � I N16MAum BLVD.SUIS am CONDUCTORS INTO EXISTING OC BREAKER PANEL PER APPROVED OC M41WAKWm03 WIRING CONNECIIVfIY OPTION (BASED ON NV WBRIFLEX CABLE LENGTH). UL POM397641 CONSULT WITH SPRINT CM TO DETERMINE APPROPRIATE DC CONNECINRY Per 3M HYGMFLEX Jun" OPTION. PLUMBING DIAGRAM AND DC SPENCER SIZE. sector 6 pr NAM FIb& Poor bm"NSxiII1738 K2:wvN Vis�Mfest7l 7C 4--MWu$a t,Whou L�� BOSTON HILL tormi abets BS03XC1S13 Per Site E.,.ITS wc:;#rtzx iCpr ftr..T CONSTRUCTION DRAWiNGS rRFS 24 ALU SCENAR10i jrt , 0 t y o e 0 PA FORROAN „� . 7. n 3 iff"PLOW, v r r w . . ,. _� r �: ry . .. FAX ful" N mow. „ M m .#.. ....r ..._. �. ,. .., ... "Awl IV+`w, s ,+ r. > a . ..3 . 7. ZA WO v AW WOK wt Art WT�. ,. ,,r r S"oft to as 0 Box Y � •, _. ,Lott NUMBER: soosAzee SITE ADDRESS; ALU 2.5 ALU SCENARIO 1 RAN WIRING DIAGRAM:ALU EQUIPMENT NT ALU 2.5 CONNECTMTY M SCALE. N.T.S. 2 SCALE: N.T.S. 3 SCAN.T.S. 4 5 BOSTON HILL ROAD NORTH ANDOVER, MA 01845 SHEET nim MOM- RAN WIRING DIAGRAM • 1. GENERAL CON/RACW CREW SHALL VERIFY THAT THE LATEST RF DATA SHEET IS USED FOR EQUIPMENT SHEET NUMBER INSTALLATION. Z INMRIIAnON ON THIS PACE WAS PROVIDED BY SPRINT At SHOWN FOR MERAL WFORMAnONAL A—3 PIAS ONLY WITHOUT REVISION. )o N B3 Existing RRH Sprint' (TYp•-2) Existing NV IPUERKA ODIAL BLVD.Mam Antenna MAHWAILNJa705 [t1:P q 99-44I E:iating NV Al AMennO Existing RRH I^ (Typ.-2) 82 Alpha e0/1 Sector Existing Building BOSTON HILL Beta Sector BS03XC1 SS N Alpha Sector PROPOSED CONDITIONS A31 Existing Safety (8008900) (800/1900) Rail 320' A3 Existing Conditions �? CONSTRUCTION DRAWINGS rn 17- Existing Safety Existing Safety of Rail Roil (TYP•) Existing RRH (TYP,-2) a Dewberry 2 Existing Sprint INSTALL (3) FIBER CABLES (MOUNT Existing Building V(mmo Sector Equipment Room At ALONGSIDE AND FOLLOW PATH OFsecond Roar Levet EXISTING CABI ES) 800/1900) Dewberry Engineers Inc. 165' M 6UM M 611�T 12 10TH FLOOR J BOSTON,MA IIY210 L_ _ _ _ I Existing NV n0 Antenna FAX PROPOSED CONDITIONS CI }A n t ExistingConditions A�, EXISTING ANTENNA PLAN Existing Lattice I SCALE N.T.S. 83 r Tower On Roof 2 INSTALL(3) FIBER CABLES (MOUNTI �y,��rr Beta Sector ALONGSIDE AND FOLLOW PATH OF(800/1900) EIXISTNIO CABLES) , n1:J s:.T i a +A . (r 4*4�" ' N Existing Roof Existing NV Antenna( I 1L 82 'ENgINEER/`LWgA IEYOR Al I Existing RRH a 0 A V101/aM OF LA a ran AMY Pinson,Maass I Existing NV Antenna (TYP.-2) THEY ARE AtTxa uloOt TIE tIREC1gN Of A Existing RRH UCOMM PROFE53101141.OOq 10 ALTER THS ALPHA 2,S8E)CTOR A2 (TYP.-2) \520` Existing Safety BETA SECTOR DRAWN BY. SEA Roil I (2.5)Gamma SectorExisting Pipe Mael Existing Building �/ REVIEWED BY: MFT(800/1900) (TO BE REPI�) A3 CHECKED BY: MR 165, INSTALL SPRINT 28 GHz 1 ANTENNA ON EXISTING A-2 ANTENNA MAST PROJECT NUMBER: 80040307 INSTALL SPRINT 25 GHz ANTENNA ON PROPOSED A34 A-6 ANTENNA MAST Bt 3 1 e � JOB NUMBER: 50068208 Existing Safety A-4 A-6 ROOF PLAN A4 Rail sc•IF•1. 10• FOR 11•x1r 0 SITE ADDRE55 1•=S' FOR 22•%34' INSTALL 2.5 RRH ON EXISTING ANTENNA MAST W 5• 10' BEHIND PROPOSED ANTENNA 5 BOSTON HILL ROAD Existing RRH 2 1 INSTALL Existing Building (TYP.-2) NORTH ANDOVER, MA 2 1 PROPOSED ANTENNA RRH ST MAST A-4 A-6 BEHIND PROPOSED ANTENNA INSTALL 2.5 RRH ON Existing NV Antenna 01845 EXISTING ANTENNA WAST C2 I> BEHIND PROPOSED ANTENNA I. VERIFY PROPOSED AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. SHEET TITLE GAMMA 2. EXISTING INFORMATION BIASED ON SITE AUDIT BY LAVIN i SECTOR C1 INSTALL SPRINT 2.5 GHz WIRELESS DATED OWNS NG INFORMATION HAS 6S� ANTENNA ON EXISTING NOT BEEN VERIFIED THROUGH A SITE SURVEY. ANTENNA MAST ROOF PLAN & 3. CONTRACTOR SHALL VERIFY ALL EXISTWO & PROPOSED ANTENNA PLANS CONDITIONS AND NOTIFY SPRINT AI DEWBERRY OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SHEET NUMBER 4 INSTALL ALL ANTENNAS a ASSOCIATED EQUIPMENT PER PROPOSED ANTENNA PLAN STRUCTURAL ASSESSMENT BY ALL—POINTS TECHNOLOGY 3 CORPORATION DATED 08.28.14. SCALE N.T.S. A- 1 Sprint TeR Of Tower I NtSKATIOW swo,UITaw Elev. — 148.0 t A.G.L. � AWiWAN. I.Noq 124 HlmpS BOSTON HILL BS03XCISS Existing Lattice Tower CONSTRUCTION DRAWINGS e e INSTAR SPRINT 2.5 Oft) ANTENWI(1/sECTOR) A-4 A-6 (IYP.-3)�NNA PROPOSED C.L. MAST Of EziSectorPROPOSED 0 4 �m FOR OO'6R010i Sprint A_pha Sector Antennas Etev. - 88.0'#A.G.L. A 4 I��D FUR REIM Existing Safety Existing DC be Power/liber �pIN)STA(�LyLp2.3 RRH Roil (Typ.) Distribution Boz Dewberry" A-4 A'6 pR pb OSEDRANfETINA�NAS► t,' GoteExisting Access 2 INsrALL ird Dewberry Engineers Ina Existino Roof Level BATTERY 6M SUMMER Elev. 85.3 1 A.G.L. A_b (4 BATTERIES) 101HRAOR lTIR�T O O 8067'ON,MA Offif0 PHONE:OIT.Ma3= Existing Dish Existing BBU FNL•.MLag6,.U10 Antenna Existing Chain Link (Typ.) Renee Existing Antenna ,y✓'~"`�*� ,t Existing BTS ,n Cabinet rye{,,-i"�LE ra y C.L. Of Existing/PROPOSED Sprint !L t Belo h Gamma Sector Antennas Existing Antenna Elev. = 59.2't A.G.L. Existing Telco .:l 14 (Typ.) (By Others) Cabinet Existing Power ENGIN URVEYOR Cabinet RETROFIT EXISTING MMBTS CABINET WITH (1) R FIER 3 SHELF. (3) RECTIIFlERS 2.8 rt M A vnLAtloll a uar Tait A W Pnsau,urAEBs RADIO ACCESS NETWORK (RAN) A-5 Existing Wall THEY IM Existing Window EQUIPMENT& BBU KIT aaW:IfJf1. DRAWN BY: SCA REVIEWED SY: MFT — —— I CHECKED BY: MR Existing Sprint I PROJECT NUMBER:- Equipment Room At EQUIPMENT PLAN J07 Second Floor Level SCALE 1/4' 1' FOR 11'07' 2 JOB NUMBER: 50066286 1/2-1' FOR 22-x34- 0' 1' 2' 4' 1 SITE ADDRESS: I _Existing Grade 5 BOSTON HILL ROAD Elev. = 0.0't A.G.L. NORTH ANDOVER, MA 01845 ELEVATION MOM.: SCALE 1'-20' FOR 11707' ' 1. VERIFY PROPOSED AZIMUTHS WITH RF 1' 10' FOR 22x34' SKEET TITLE ENGINEER PRIOR TO INSTALLATION. 0' 10' 20 ELEVATION & 2. EXISTING INFORMATION BASED ON SITE AUDIT 1. JUMPERS FROM RRH TO 2.5 ANTENNA SHALL NOT BY LAVIN WIRELESS DATED 10.23.13. DUSTING INFORMATION WAS NOT BEEN VERIFIED 151.IES.NOTIFY SPRINT cm of ANY EQUIPMENT PLAN THROUGH A SITE SURVEY. 2. PROVIDE MINIMUM 30` EDGE TO EDGE CLEARIINI SHEET NUMBER 3 CONTRACTOR SMALL VERIFY ALL EXISTING t BETWEEN PROPOSED 2.5 ANTENNA AND DMNG PROPOSED CONDITIONS AND NOTIFY SPRINT t DEWBERRY OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. A-2 mA�NUF•,�RFs -- -- --- Fl Y HMWFUN -JOD• a J2S-37S' B AWG 1-1/4 4 AWG 1-1/4• RFS""RIFE 1-,,4• mybddame a RISER Cq6�SCNEOIJ(,E AW:NbpSD,M32.86w -------- 12" ..LLGrI motel-mods Rbef If H Gonne Rod ain.Top;pYedoor ro 1E1. Q yy tiW:X Bgbl a,-SID ft Progtxed �0'• } O 80s8.M32.075F oonneRed,boRom:lC 30h �� 2e.1� 23 tZd M �TM 1811 WE 6.7 75 ft 70 Lft (•� 'X12--M12.175 k (SOLAR mXO SF , S p ri eta MN:H B1G UDED �J8-M12-2p0F (ALPfi1 120'4) I "—"-yl ti0" I I50 R Xypgd able 17S h (6£Ti� 141 -2nd 9911' i NN:XB11Q.08U ��a4111A; 1e0't .-12 CNANNEt FIBER D MkWAK gHgL11V0."Mall JxeAWG 3At3A05pi ,.,�� 200k 07Y 3 IST. O ARSV IMIFS powerpeid,12xmulU.moda fl MN:0111114- b•rP9Id,Outdoorngd •Rod& 50h 08119 .07 c•nn 'Jt9j8101 of 5F LC AW6 PYC OC WIRE . 12D p lOpF OTY-b HBi1t12,12SF 75 k "OST AW:H611 - r. �(' O AMI.it a-0BU3M12-i50F 100 R `` 'c...._..0 ` f fAW:0181� -175F 12$h �;%� /�a�Oy�+t ' NyWp abft USM12-20pF ISO SOR � /r'`' © B1SOUC 1 f AW:He 3x8A 11•-1.fU3M12.22SF 200h `/ i / / /,%;% q WG Powarpai,12x –� d CONStRUCT►ON + SD multi•tnodt CI I V ?H8111.13U3M12-2SOF Bb•rPaid.OutdoorratedtynneetotsBLG 22sh �-'• G DRAWINGS AW:HB 1+'33UJAtu-275F :111028.18 �2® ��;:�/ 1 � . ` 11a. 3M 3011E 250 OVER TACE �!x:11 '120 0 h NYbrtd ama 275 h MN:X113E4-23U3M12.325F oel ze Pe 300 h CORE AWG 3 3x4 AWG Power pair,32x Mulbmod. SIDE 1_ � M MN:X81 Wzly311112-U, e Ab•rpald,OUMoorq ted connector B LC 32S 4_"�� n :0111114.21 U3M12.375F z'-SW t6 i9 BAC----K—��_► A °'�re°°"smaav 3508 INNER CORE 12 217'5307 r �'•�RMNYNbNd ump•M . '�-;�� OH � I .'.ER cCuI+lRet>b+nDN Ail y AN1E1'MIA RR 3�h BtAca RED 98ERO3 :N8FI'll03BAIF•ERCNaXdUtIPEDe�b 2-M3•SF3 SCHEDULE S ejYs POwM rrY Enoinwm MIV:HBFO32Inc. REO MN:NBF3'lOF1 S h PLM/ 01f1RT 032•M3-iSFi _ 1 i i VI1 !' Ft + I /NJ• �---/ BLACK0104 ANA NOB "UMPERS 2.S RR l p/`+f1/Ia, .APAx-8,7.!1111,5810 TI SPR OT13 M5 RR" TO IDh ' RED #f fa+ N CM OF ANY DISCREPANCY'A SHALL NOT EXC ^ ISh 1f02a.19' - �-� ((" a EED 15 OVER TAPE. Hybrid lump„ 12D Rs�YVO Uitt3•SF13xm modtfi �+ `� � � Ci®5 ft if S BcaDle o•�•r Pair, Vltl• - G 1_^1' e•�r,. MN.N8F058•dBU3M b•r Pairs.Outdoor \ 1_f� { +t 3.10F1 ••r i k Connecters• S h BLACK `•..:% � I es MN:HBF058. htTIFY S 5 '..2'`2:B 40 _ N ' FRO c :Oi1FY$P MC O`RAN Od$-5!W E'N A SH1L1 NOT EXCE 15 R aAWOL OC WIRE .. COVER 1:p Y. I +fi r t HYbrid lump„a MND H M 8 AWS''A g AWG ENI i R 5l 1'6AW0 Pow„ 8 S 11'.— Pair,3s mutd• URIIEYOR mode N MANUF• rt d A MN:N11Fp58- fiber Pairs,OV Moor 8 12 CHAry��7�R MDDEI: THEY NE �a Wv Ras AW I I I LE140fih AgtV►m14.O^�0 'c MN:NBF058. 3U3M3.1OF1 t<Connecters. 5k GIST 715m PF aim 70t A b 13UIM3•iSFl J M'D1N: �`a OHs1f1:AI b.J BUMPERS FROM 2.5 : �.12�11i4 OnFY SPRINT CM OFR�O 2�111111111. .5 ANTENNA SHALL �_ 10h DRAWN 6Y: P'SCREPANCy NOT EXCEED 1S' 3Sh SG HYbrld QED 8Y: j MN NB 04 U7 M3-SF1 , •-. l f`` - mFT s 5 li u e A ��,D\ �"^.n��ttON CHEgCEp 8 78nble WOP•n'•r Pair,ism 1\ � I uId•mede fiber Pairs. !�/ 111 PRI N MN:HBF Ouwoor ` /��C� Ri�NflEC10RS 078.21 IM340F1 •CC C•nntetors, S h \ '-^�`•ttrNS ® 1 111 b�. MN.NL INS 23 -ISFE / O uLA • Q JOB NUM9ER JUMPERS FROM 2 5 NOTE �-+•-! `\-`—""��' '00662A11 I TiFY SPRINT RRH i0 2 -+�. Sole - RF Opl�� CM OF ANY S ANTENNA SMALL 1 S h � O 511E ADOIIES$: I D5CREPANCY NOT EXCEED Ig ttT1287� J/ • A(Jl ASG IN i 1 AWt MOMS FIR i c��xY- I1 D eifd M.1�Q ASO OV Fhf3RfD \ ��Wow �aR�� 5 BOSTON AMO �' ►naR►D Juq� HILL ROAD HAKE NOT eM JUMPER Ca ING pt,qN_V1E�W NORTH ONDO 2.5 NyBRID CAB OR REVIS� PRCI or�rRMIT AND SCAtE N.TSX-SE FIBER ONLY 01845 ER' MA ON AND DATq 1 e.s• t ,zee 5iF1EE1 T11tE -- SIDE VI WIEW FRONT VIEW - I - - 2.5 q -- - EQUIPMENT DETAILS-I N.rs.ENNA SIDE EQUIPMENT - 3 sNEEr NUme� I I I Sprint' _ I I I sw I "M"M'�w.rumos soo I feaD1��aH ' I I BOSTON HILL BS03XCf 88 MUMCONSTRUCTION DRAWINGS �Er r o�►sr>Nc RE SHELF, J (1) L'TfFtE7r �i r6aY� v �' `I G 'w IIII NETiYOttK2•3 � � I lot (RAN MENT t BB V, rx r� I f `3 a A 4 11111 Bad R�tEyEyr z s� rry►Is � j ere Inc. 8 41 vw 4 = BEr: dow .. a G ?ty t TI EXIS N � � = s G . � 7 e N ts. EQUIPIyIENT AREq FRONT VIEW ,c �t s' • if 1 tom . �EWG» EXISTING POWE ENCIN A 96U CA13INET FRONT VIEW j Sum SGy E N.TS. rt o y 2 ucpgAMyVE ACYM_IMWOkA "F" uM gyp EXISTING MMBTS IND «°, V ALTo ""� N.rs. OOA CABINS I SCA MFT � BeR I PRGIECT mumem f 50040307 I JOB NUMBED — --_� SODea2BB I F 'L 'BOSTON HILL ROAD NORTHf ANDOVER, MA 01845 I i I I j - - -- EQUIPMENT DETAILS—II f SHEET NUMBER�"'�"--� Sprint' t raalNA7laLAluvo.aAlr�eln MAIWAK w003 1R:l�YJ-7Nl BOSTON HILL BS03XC188 PROPOSED 2'0 SCHEDULE 40 GALVANIZED MOUNTING PIPE (TO REPLACE PROPOSED ANTENNA (1/SECTOR) 80STING PIPE) PROPOSED ANTENNA(1/SECTOR) (TYP.-3) ON OUSTING PIPE MAST (TAP•-3) ON OMMO PIPE WAST Existing Mounting PipeCONSTRUCTION WINGS 1/2'0 U—BOLT (TYP.) Existing Crossover Existing Angle Plate (Typ.) (Typ-) Existing Stond—Off Frame Pipe (TAP-) O A - PROPOSED R(R1UVP v PROPOSED)RRU Dewberry (EJG57ING PIPE m ) �WP�W►ST� ON Dewberry En kim s Inc. aeoalw�te16TR6eT tam FLOON BOSTON•MA OMO 1Mi0NE:tnTJBs.3100 FURNISH AND INSTALL ( FIBER JUMPER CABLE. FURNISH AND INSrALL CABLE FURNISH AND INSTALL(1) FIBER JUMPER BWMCSS/HANGERS CUSHIONS AND OTHER CABLE FURNISH AND INSTAiJ CABtE SUIT MEAWS ATO SECURELY ATTACH AND BLOC16/FNNGERS. CU�iIONS AND OTHER ;'F FASTEN CABLE FROM MPO MEDUSA TO RRH SUITABLE MEANS TO SECURELY ATTACH AND FASTEN CABLE FROM MPO MEDUSA TO RRH ,fl, j FURNISH AND "WALL (B) 1/2' COAL( CABLES JUMPERS. FURNISH AND INSTALL (B) 1/2' COAX CABLES JUMPERS, (1) 1/2'CAIJBRATKIN CABLE. AND (1) 1/2'RET CABLE. (1) 1/2'CALIBRATION CABLE. AND (1) 1/2'NET CABLE, E A fl0 TIE—WRAPS. GABLE BLOCKS/HANGERS, CUSHIONS AND TIE—WRAPS. CABLE KOCKS/HANGERS, CUSHIONS AND OTHER SUITABLE MEANS TD SECURELY ATTACH AND FASTEN OTHER SUITABLE MEMS TO SECURELY ATTACH AND FASTEN trim CABLES TO STRUCTURE AND ANTENNA PIPE MAST CABLES TO STRUCTURE AND ANTENNA PIPE MAST A DRAWN BY: ALPHA SECTOR BETA&GAMMA SECTORS SCA REVIEWED BY: MFT CHMED W. BBR NQIE: PROJECT NUMBER: 50040307 I. JUMPERS FROM 2.5 RRH TO 2.5 ANTENNA NOT TO EKCEEO 15 FELT IN LENGTH. NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY DISCREPANCY. JOB NUMBER 50066288 2. PROVIDE MINIMUM 30' EDGE TO EDGE CLEARANCE BETWEEN PROPOSED 2.5 ANTENNA AND EXISTING ANTENNA L 5"EADORF55. 3. CONTRACTOR TO INSPECT EXISTING STAND—OFF FRAME All SUPPORT STRUCTURE FOR DAMAGE OR DECAY AND REPAIR & REPLACE AS REQUIRED PRIOR TO EQUIPMENT OISULlATION. 5 BOSTON HILL ROAD NORTH ANDOVER, MA 2.5 ANTENNA AND RRH MOUNTING DETAILS.0 01845 SCALE, 1(2'-1' FOR 11'a1T J 1 .1• FOR 22'x74• v sEEr TITLE o• 1. z' H MOUNTING DETAILS SHEET NUMBER A- 6 PROJECT: 2.5 EQUIPMENT DEPLOYMENT Sprint' SITE NAME: BOSTON HILL al„sw °� 7S:�SS7 7NX SITE CASCADE: BS03XC188 BOSTON HILL print MARKET: BOSTON BS03XClOS SITE ADDRESS: 5 BOSTON HILL ROAD CONSTRUCTION DRAWINGS NORTH ANDOVER, MA 01845 SITE TYPE: 851± ROOFTOP 0 FOR O=%CNXFN AIMMA4 IISM FOR Fe SITE INFORMATION AREA MAPW Mi 00 PROJECT DESCRIPTION DRAWING INDEX Dowbonys Dewberry&VInme Inc. aep surweR srn�T PROPERTY OWNER: SPRINT EQUIPMENT'MODIFICATIONS REQUIRED TO SUPPORT MODERNIZATION OF AN SHEET N0: SHEET 181E MOUM E JOHN C. FARNUM EXISTING WIRELESS COMMUNICATIONS FACILITY AND UTWATION OF FCC BROADBAND 425 FARNUM STREET SPECTRUM LICENSE FOR 2.5C Hz FREQUENCY. INCLUDING INSTAWITION OF: T-1 TIRE SHEET BOSTON,MA 0=0 NORTH ANDOVER, MA 01803310 RIOnE ROOFTOP-LEVEL PAN ROOFTDP-tEQUPMENr. CONSISTINGFAX:017.p CONSISTING of ��,AtS„�, � LATITUDE (NAD83)+: • RETROFIT EXISTING MUSTS CABINET WITH (1) RECTIFIER SHOE. (3) RECTIFIERS, 25 SP-1 OUTLINE SPECIFICATIONS-1 SP-2 OUTLINE SPECIFICATIONS-9 47 35' 46.1'N • RA0IO ACCESS NETWORK (RAN) EQUIPMENT I: Bali KIT. •4* 5 w N4INSTALL (1) ADDITIONAL BATTERY STRING INSIDE EXISTING BATTERY BACKW (BBL) 0aASED ON 2C DATED 1/13/07 BY CABINET. SP-3 OUTLINE SPEoncAT10NS-NI •� �� "{Y CLOUGN, HARBOUR, !ASSOCIATES LLP. aBE.lJ P 5„•1. a PY� ,.�1 .C. a ROOFTOP EQUIPMENT. INCLUDING INSTALLATION OF: A-1 ROOF PLAN &ANTENNA PLANS + i♦^,JL'TiE LONGITUDE (NAD83)+: 0 (3) PANEL ANTEN)*S A-2 ELEVATION & EQUIPMENT PLAN ` 71' OS' 37 2'W 9 (3) REMOTE RADIO HEADS *BASED ON x DATED 1/13/07 BY • (3) FIBER CABLES (AND ASSOCIATED FIBER. COAXIAL "JUMPERS AND ANTENNA A-3 RAN WIRING DIAGRAM aOUCO• HARBOUR. k ASSOCIATES LLP. r REMOTE ELECTRICAL.-TILT (RET) ) A-4 EQUIPMENT DETAILS-I Q tJ JIG COUNTY: A-5 EQUIPMENT DETAILS-U ESSEX ”. A-6 MOUNTING DETAILS ENakEI6VXlWd vuwmR ZONING JURISDICTION: BASED ON INFORMATION PROVIDE BY SPRINT REGULATOKY COMPLIANCE PROFESSIONALS E-1 ONE-LINE DIAGRAM a u•VD-ATM OF ur cme wr roEEON uwrss TOWN OF NORTH ANDOVER E-2 GROUNDING DETAILS• NOTES tNfl NE renis HNOEII TILE OPECIION a• AND LEGAL COUNSEL, THIS 1FIECOMMUNICA7IONS EQUIPMENT DEPLOYMENT IS UCExsw NIOFESMOL EN7NELI TO ALMM TIB CONSIDERED AND A VGIRLF FMIIRY UNDER THE TAX RELIEF ACT OF 2012, 47 USC cowmrtm. 1455(A), AND IS SUBJECT TO AN EXPEDITED ZA"-=LMM REQUEST/RENEW AND ZONING DISTRICT: ��f� ZONING PRE-EMMION FOR LOcx DraEnoNARY PERMITS(v�uNCE. Sftlxk P�rT. DRAWN BY. SCA VILLAGE RESIDENTW. F SITE PLAN RENEW, ADMINISTRATIVE RMV. POWER COMPANY: MFT NATIONAL GRID CHECKED BY: 88R SPRINT CONSTRUCTION MANAGER: LOCATION MAP GENERAL NOTES APPROVALS p PETER 835-210CERM1 X PROJECT NUMBER: 50040307 �g, ��1 1. THIS IS AN UNMANNED TELECOMMIUMG mrcom ADA COMPLIANCE NOT REQUIRED.TION FAtfUTY AND NOT FOR HUMAN HABITATION. THE FOLLOWING PARTIES HEREBY APPROVE AND Atm THESE DOCUMENTS AND AUTHORIZE JOB NUMB50006298 ` - POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL EQUIPMENT SUPPLER: AN - NO OUTDOOR STORAGE OR Y SOLID WASTE RECEPTACLES REQUIRED. STIE ADDRESS: DOCUMENTS ARE SUBJECT'TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY 2. CONTRACTOR SWILL VERIFY ALL PLANS. EXISTING DIMENSIONS. AND CONOTTIONS ON IMPOSE CHANCES OR MODIFICATIONS. 800 MOUNTAIN AVENUE M.C11TEOLUCENT JOB SITE, CONTRACTOR SWILL IMMEDIATELY NOTIFY THE ARCHN OF DISCREPANCIES BEFORE WITH WORK./TTECT 04MNEEWRE 70 R ANYTHEHURRAY Hill, NJ 07974 NOTIFYGTHE ARCHITECT/ENgRESP NEFR PLACE THE NONSOLITY ON THE COFANTRACTOR TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 5 BOSTON HILL ROAD 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. .. DATE: NORTH ANDOVER, MA BUIlDINO CODE: MLA1sACIlusEns STATE 6UILDINO CODE CODE CONSTRUCTION 01845 ELECTRICAL CODE 2014 NATIONAL ELECTRKAL ME' STRUCTURAL CODE:TUA/EIA-222-G STRUCTURAL STANDARDS FOR ANTENNA MANAGER: DATE: SUPPORTING STRUCTURES AND ANIFNNAS. LEASING/ SHEET TITLE SITE ACQUISITION: DATE: RF ENGINEER: DATE TITLE SHEET dt f'° 1 , TOWER OER DATE SHEET NUMBER CALL BEFORE YOU DIG PHONE 911 OR (898) 344-723a T- 1 Sprint I NIDINANKw 11LVD.3== MAiM/A1L lUwos 1P O YA-INI BOSTON HILL MUCUS PROPOSED 2'0 SCHEDULE 40 GALVANIZED MOUNTING PIPE (TO REPLACE PROPOSED ANTENNA(1/SECTOR) DOSTING PIPE) PROPOSED ANTENNA(1/SECTOR) OW-3) ON DUSTING PIPE WAST (TYP.-3) ON EXISTING PIPE MAST ExistCONSTRUCTION DRAWINGS Existing Mounting Pipe 1/2'0 U—BOLT (TYP.) Existing Crossover Existing Angle Plate (TYP•) (TYP-) Existing Stond—Off 0 FOR0281Rk11Oiframe Pipe (Typ.) jL= FOR FeM (PR/OSPOOS�EEDR}RRU -� ON � (PR/OP�OSEED RR�Uyp F7(IS11NG PIP MAST �7i1S11No ;W MASt) ONgoosummosponum#qAtato FURNISH AND INSTALL(1) FIBER JUMPER CABLE. FURNISH CA" BLOCKS/HANGERS, DCUSNIOISTALL WNS AND OTHER FURNISH AND INSTALL(1) FIBER JUMPER � SUITABLE MEANS TO SECURELY ATTACH AND CABLE. FURNISH AND INSTALL CABLEBUX=/FNNGERS. CUSHIONS AND OTHER FASTEN CABLE FROM MPO MEDUSA TO RRH SUITABLE MEANS TO SECURELY ATTACH AND FASTEN CABLE FROM MPO MEDUSA TO RRH s FINNISH AND INSTILL (B) 1/2' COAX CABLES JUMPERS. FURNISH AND INSTALL (8) 1/2• COAX CABLES JUMPERS, (1) 1/2' CCA13 E BBLOCKS%W4GERS/2-RET � (1) 1/2• CALIBRATION CABLE. AND (1) 1/2•RET CABLE. OR OTHER SUTIE-WRAPS, CABLE BLOCKS/HANGERS, CUSHIONS AND CABLES TO STRUCTURE AND ANTENNA PIPE MAST ABLE MEANS TO SECURELY ATTACH AND FASTEN OTHER SUITABLE MEANS TO SECURELY ATTACH AND FASTEN K CCABLES TO STRUCTURE AND ANTENNA PIPE MASE on L ALPHA SECTOR BETA&GAMMA SECTORS DRAWN BY: SCA REVIEWED BY: MFT CHECKED BY: BOR NOTE[ I PROJECT NUMBER. 50040307 I. JUMPERS FROM 2.5 RRH TO 2.5 ANTENNA NOT TO EXCEED 15 FEET IN JOBS LENGTH. NOTIFY SPRIT CONSTRUCTION MANAGER OF ANY DISCREPANCY. 2. PROVIDE MINIMUM 30• EDGE TO EDGE CLEARANCE BETWEEN PROPOSED 2.5 ANSITE ADDRESS: ANTENNA AND EXISTING ANTENNA 3. CONTRACTOR TO INSPECT EXISTING STAND-OFF FRAME a SUPPORT STRUCTURE FOR DAMAGE OR DECAY AND REPAIR & REPLACE AS REQUIRED PRIOR TO EQUIPMENT INSTALLATION. 5 BOSTON HILL ROAD NORTH ANDOVER, MA 2.5 ANTENNA AND RRH MOUNTING DETAILS t*-,1 01845 SCALE. 10'71' FOR 11•x17 1 -1' FOR 22x34' SHEET TITLE 0' Z MOUNTING DETAILS SHEET NUMBER A- 6 F1 FCMI aA N= Sprint' )t* 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REGLAREMEI S OF THE NATIONAL ELECTRICAL CODE(NEC) AS WELL AS APPLICABLE STATE AND LOCA-CODE& RDINt wlt�t masA1 ILVD.no wo 2. THE ElECTRICJLL CONTNAC70R SHALL WW0AND SE ALL CONDUIT NSTRRUCRON ig(FpN 9S7aN15 RO�p�,MATH LDCAL UflUTY COMPANIES AIS SPRINT MANAGER. INSTALL COAX 3. ALL CONDUITS ON 10 RIGID JUMPERS (TVP.) SiLNL Ex sting Mounting Pipe GALVANIZED T1BOWs VAiII ROUTED RKIIDWWD �IZm 57EFL CONO�� Existing Mounting Pipe °RADE S. BOSTON HILL cA�Es CONDUITS RET' 4. ooawlITs sHAu 8E PRanom WITH GROUNDRIG BS03XC188 s. WITH K CONTWCWWARNING SHALL PRIMIDENTIFYING E ALL DIRECT -TAPE WITH PLASTIC WARNING TAPE H NE�RED FOR SIC. INSTALL DC JUMPER CABLE SHALL BE ORANGE FOR TELEPHONE L pI�PEANTENNA, ITEMS SHALL BE U.L.APPROVED OR LISTED AND CONSTRUCTIONNGS D 2.5 W 23INSTALL FIBER INSTALL OC POWER/FIBER 6. ALL ELECTRICAL RRH LJIff (TYp,) PAIR (TVP.) TO PROCURED PER =FM RFAUIREMEMS• ADOTTIONAL SECTORS 7. THE ELEG'iRICAL WORK INCLUDES ALL LABOR AND MATERIALS HYBRID CABLE MPO MEDUSA Ohm BY ORM"GS AND SPECIFICATIONS INCLUDING NCIDENTAL WORK TO PROMIDE COMPLETE OPERATING AND APPROVED ELECTRICAL INSTALL 2 GROUND. G. Existing NV INSTALL CABLE GROUNDING KR(TVP.AT 3 SYSTEM. 5►RAnVm. WLCONybr Ilex PPER LOCATIONS: TOP. BOTTOM. AND AT EMIIPMEQUIPMENT) a. ODOM� Shy PAY FEES FOR PERMRS,AND IS SEE RFS CABLE SCHEDULE FOR SIZE RESPONSIBLE FOR OBTAINING SAID PERMITS AND(XIORDWItRON OF , INSPECTIONS. INSTALL giPORTANT: ONLY VELCRO STRAIPS Y. ELECTRICAL ANp Tt]CO HARING OUISIOE A BUILDING AND EXPOSED TO INSTALL,&SOLID TINNEDWrONALBE jjj6 ON FIBER. CA" WEATHER OR S BE IN WATER RGFIA Glp V ROD MID 0 Mfn FOR ODAMEW AOI BCVF GROUND. EA GROUND KIT InAItED OR WRAP MUST NOT BE CONOURS OR SCHEDULE BO PVC (AS A 4 IS#2D FOR RQLBM USED ON FIBER• WHERE REOWRED NI uQuio TIGHT FLEIOBLE METAL OR NONMETKUC INSULATED#6 USED WITH #2 Solid Tinned �• BCW Copper 10.BURIED CONDUIT SHALL BE SCHEDULE,0 PVC. Dewb®Try" xisting Antenna " ___-_____ - WITH TYPE XHHW, 11•INM. OR -- -' - Ground Bar (AGB) ------------ _ Ex:svng Equipment 11.ELECTRICAL WIRING SHALL BE COPPER __.___ Ground Bar (EGO) - -'"' ---�-' Inc. ._-__-_- THIN INSULATION. �BVV�TTy goo SIMMER CAL UTILITY 10TH FLOOR 12.RUN ELECTRICAL OONOW OR CABLE BETWEEN ELECTRIAS CAL 10THR,AIAmsto Existing Fiber Distribution Panel DEMARCATION POINT AND PH OJEf.T OWNER CELL SITE PUL ROPE. BOOM To E.x'ating Ground INDICATED ON THIS DRWNG• PROMIDE FULL LENGTH p :Ln7AY6AFoo 1 System FURNISH INSTALL(2) IX LIQUID TOE COORDINATE INSTALLATKkI WITH UTILITY COMPANY. FAX lt7AY68A10 CONGUIT FOR FIBER JU AND DC I i 13.RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTXff T (a4 Lk!S CONDUCTORS. sup TB��OC ppMRCATON POINT AND PROJECT OYMER CELL SITE 78-00 CABINET C-:-r. •,. ANO AT VERTICAL- AND Bis Colima AS INOICATED ON THIS DRAWING � LENGTH PULL ROPE W MISTAIlm TELCO CONWAi. M CONDUIT mimuRING TAPE AT EACH ENO. NEC ARTICLE «r RI �' N�• .+ 14.FIBER oPnc CIRCUITS sIIALL BE IN ACCORDANCE WITH r L}E JA 1 77o-OPTICAL FIBER CABLES AND RACEWAYS. E Ft G1,S�,TI E i 15.001 MUNICATIONS CIRCUITS SHALL BE IN ACCORDANCE WITH NEC •TVI ARTICLE 800-WMMUNIG710NS SY378MS• I Exist`ng Eec Existing Breoknr In Pane ` .. ' toPPC . .r Pone Existing `�^� i Ex;stfng 100A Mo'n __ C'rcuit Breaker (MCB) Existing Existing Exist'ng tOISdRVEYOR I { From PoNer__. AC Lood Existing AC------------- MMBTS BBtI I ' - Source Center ----------' Power Equipment Cabinet ' ' M A vx"TQN OF UN iii ANY Cabinet ______--- I Exiatng t00A Mmn_, Ex sting8 ,_.� ___„___._. t � Disconnect "` Ex'sGng Sprint "`"fiber uCF7tFEo Mm OF A 70 MFA Iles Check Meter From Telco Existing Telco bemarcat'on Panel Interconnect I Conduit I I --- ' I `--------------'----___�,_--_ Existing Master ------------ Ground Bar (NCB) ao + Y l-- -------- --- .. _---------------------- i REVIEWED BY: MFT To Existing GroundingConnection _.Grounding System i {2 Solid Tinned Copper 2 ' U - `° ��s � _ � CHECKED 9Y: BBR To Existing Grounding __-_.6..__. �� „" ✓,,rte ^ ? �- PROJECT N MBFJi: 5ODi8707 System r 50086288 r i 713GEND TYPICAL POWER AND 5 BOSTON HILL ROAD GROUNDING ONE LINE DIAGRAMS NORTH ANDOVER, MA NNECTIONN.T.S � �- 01845NNECTION CABLE OROUNDINTS KR =r? ,� �,�y I u ONE-LINE DIAGRAM SHEET NUMBER p(ISTiNG PPC c E- 1 SCALE; N.T.S. L PROTECTIVE GROUNDING SYSTEMS GENERAL NOTES: Sprint' /. GROUNDING SHALL BE iN ACCORDANCE WiTH NEC ARTICLE 250—GROUNDING MID Existing Master Ground Bar (MGB) 2. GROUNDING SHALL BE IN ACCORDANCE WITH SPRINT SSEO DOCUMENTS 3.01&02AD4 10"StK 1 O"ILVD suneew 'BONDING. GROUNDING AND TRANSIENT PRI TEC110N FOR CELL SRES'AND 3.018.10.002 MAMAKNJW495 Existing Equipment SITE RESISTANCE TO EARTH TESIiNG'. TELPg3577641 Ground Bar (ECB) 3. PROVIDE GROUND CONNECTIONS FOR ALL METALLIC STRUCTURES.ENCLOSURES, RACEWAYS AND OTHER CONDUCTIVE iTIEMS ASSOCIATED WITH THE INSTALLATION OF CARROM EQUIPMENT. SYMBOL LEGEND 4. GROUND CONNECTIONS CLEAN SURFACES THOROUGHLY BMW APPLYING GROUND LUGS BOSTON HILL BBUR U EXPANSION OR CLAMPS. IF SURFACE IS COATED. REMOVE THE COATING.APPLY A NON—CORROSIVE■ EXOTHERMIC CONNECTION (REQ TO RAN APPROVED COMPOUND TO CLEAN SURFACE AND INSTALL LUGS OR CLAMPS. WHERE Existing /2 Stranded, DALVANIZINO IS REMOVED FROM METHR WALL ALL BE PANTED OR TOUCHED UP WITHBS03XC188 W MEI.WWICAL CONNECTION Insulated Copper (Typ.) Rte) 1GALVAMOX'OR EQUAL & ALL GROUNDING WIRES SHALL PROVIDE A STRAIGHT. DOWNWARD PATH TO GROUND WITH GRADUAL BRIGS AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY CABLE GROUNDING KNIT BENT. INSTALL HYBRIFLEX CONSTRUCTION DRAWINGS (FIBER AND POWER OR Existing 6. ALL.CLAMPS AND SUPPORTS USED TD SUPPORT THE GROUNDING SYSTEM CONDUCTORS FIBER ONLY) AND CABLE BBU AND PVC CONDUITS SHAD.BE PVC TYPE(NON CON 00 METAL UNLESS NOTED OTHHERWISE, ALL ROU Cabinet FORM ' O �ND ANY BONDING CONDUCTORS ARE /2 GROUNDING KR BRACKETS OR SUPPORTS WHICH WOULD A COMPLETE RING AROUND AOIY SOLID TINNED BCW. GROUNDING CONDUCTOR. 7. ALL GROUND WIRES SHALL BE /2 SOLID TINNED BCW UNLESS NOTED OTHERWISE Existing Fiber FURNISH AND INSTALL (1 2' LIQUID M & PROVIDE DEDICATED /2 AWG COPPER GROUND WIRE FROM EACH ANTENNA MOUNTING Distribution Box PIPE TO ASSOCIATED CIGBE CONDUIT FOR TOM JUMPERS. DC CONDUCTOR% ANO ALARM. SUPPORT CONDUIT AT 24'O.C. AND 6. GROUND ANTENNA BASES, FRAMES. CABLE RACKS,AND OTHER METALLIC COMPONENTS 0 MM04 PSM FOR O(NISPLO N MINIM AT VERTICAL TO HORIZONTAL BENDS WITH 12 INSULATED TINNED STRANDED COPPER GROUNDING CONDUCTORS AND CONNECT A 4 N53ED KR MW LATER SURFACE MOUNTED GROUND BMS. CONNECTION DETAILS SWILL FOLLOW MANUFALTUREWS SPECIFICATIONS FOR OROUNONG. FURNISH AND INSTALL (2) 1.5' LJQUID 10.EACH EQUIPMENT CABINET SWILL BE CONNECTED TO THE MASTER ISOLATION GROUND QU Dewberry ANDCONDUCTORSFOR JSUPPORT UMPERS BAR (NCO) RATIN /2 SOUR TINNED BCW FAIAPYEM fJIBMEIS WALL HAVE (2) CONDUIT AT 24' O.C. AND AT CONNECTIONS. VERTLCAL—TO—HO RIZOMAI_ BENDS 11.GROUND HYBRIFLEX SFOELO AT TOP. BOTTOM AND AT TRANSITION TO HYBRIi.O( JUNIPER Dewberry Engineers TOP HAT OR CABLES AT EQUIPMENT CABINET ENTRANCE USING MANUFACTURER'S GUIDEI ONES. WHEN RITISOOR FLFL Existing GROWTH CABINET HYBRIFLEX CABLE EXCEEDS 200. GROUND AT INTERVALS NOT EXCEEDING 100'. U0HMAOII/0 Grounding EXPANSION System (REFER TO RAN 12.THE CONTRACTOR SHALL VERIFY THAT THE EXISTMG GROUND BMS HAVE ENOUGH PHONEn7'E06a100 EQUIPMENT RFTOS) SPACE/HOLES FOR ADDITIONAL TWO HOLE LUGS. FAX 617INeAe10 r a 13.EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL W OTHERWISE.THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE-2 HOLES. ' W LONG BARREL LUGS OR DOUBLE CRIMP 'C'CLAMP. THE COPPER CABLES SHALL BE COATED WiTH AN ANTI—OXIDANT(THOMAS BETTS KOPR—SHILO) BEFORE MAKING THE CRiMP CONNECTIONS THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED TORQUES ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS. A 14.AT ALL TERMINATIONS AT EQUIPMENT ENCLOSURES. PANEL.. AND FRAMES OF EQUIPMENT NOTE: HYBRIFLEX (FIBER AND POWER)AND HYBRIFLEX (FIBER—ONLY) AND WHERE EXPOSED FOR GROUNDING. CONDUCTOR TERMINATION SWILL BE PERFORMED REDS SPECIFIC SHOWN. REFER TO RAN EQUIPMENT FOR SITE SP FIC SCENARIO. UTILIZING TWO HOLE BOLTED TONGUE COMP�tON TYPE LUGS WITH STAINLESS STEEL � SELF—TAPPING SCREWS. 2.5 RAN EQUIPMENT GROUNDING SCHEMATIC 15.THE MASTER GROUND TAR (MOB) SHALL BE MADE OF BARE 1/4'x2'COPPER (FOR OUTDOOR APPUICATIONS Ir SHALL BE TINNED COPPER) AND LARGE ENOUGH TO SCARE N.T.S. ACCOMMODATE THE REQUIRED NUMBER OF GROUND CONNECTIONS. THE HARDWARE /4 OR/6 AWG SOLID CU CONDUCTOR WITH SECURING THE MGB SHALL ELECTRICAL INSULATE THE MOB FROM ANY STRUCTURE 10 P� YOR I GREEN. 60OV.THRN-2 INSULATION WHICH it IS FASTENED. /6.L� WASHERS. AND NUTS USED ON GROUNDING CONNECTIONS SFINl BE it cs SrAIEXISTING GROUNDING BAR 400 vw ON WALT., FLOOR, OR ON 17.ALL GROUNDING CONNECTIONS SHALL 13E COATED WITH A COPPER SHIELD ANTENNA TOWER ANTI—CORROSIVE AGENT SUCH AS T&B KOPR SHIELD.VERIFY PRODUCT WITH SPRINT CONSTRUCTION MANAGER. DRAWN BY: SCA 1&FOR NEW OR REPAIRED GROUNDING EQUIPMENT. REFER TO SPRINT GROUNDING GUITT CONDUCTOR STANDARDS AND FOLLOWING (SUPPLEMENTS): RENEWED BY: MFT INSULATION UP AGAINST EXTERNAL TOOTHED —ANTI—THEFT UPDATE TO SPRINT GROUNDING DATED 08-24-12 (OR CURRENT VERSI)N) 3/8-00 1/2' THE CONNECTOR BARREL —SPRINT ENGINEERING LEITER EL-0504 DATED 04-20-12 (OR CURRENT NITON) 04MKED BY: BBR p®,pqq ® ® ® ® INSPECTION WINDOW PROJECT NUMBER: 50040307 ® ® '6.d' ® ® ® ® S/S NUT REQUIRED FOR ALL COLD SHRINK OR ® INTERIOR APPROVED EQUAL NNECTORS JOS NUMBER: 50066266 S/S LOCK WASHER S/S FIAT WASHER SITE ADORES: 1' M�_L IN TWO HOLE SPADE TO BE USED TO CONNECT TO „�Y NO—OX 5 BOSTON HILL ROAD GR0UND BAR NORTH ANDOVER, MA 1/4'MIN 01845 GROUND BAR 1. APPLY NO—OX TO LUG AND BAR CONTACT SURFACE DO NOT COAT [NUKE LUC. S/S FLAT WASHER SHEEP TITLE COLD SHRINK OR 2 F STOLEN EPL GROUND BARS ARE LTICOUNTEREO. CONTACT SPRINT CM S/S BOLT(I OF 2) APPROVED EQUAL FOR REPLACEMENT TNREJ10E0 ROD KR. nmMl COPPER GROUNDING GROUNDING DETAILS BAR & NOTES INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR2 TWO HOLE LUG SHEET NUMBER SCALE: N.T.S. SCALE: N.T.S E-2 THESE OUTUNESE CATV S IN CONJUNCTIONSPRINT 0 S R ION SPECIFICATIONS, G CONTROACUrDORUIREERTS AND TRESECTION 01 300 - CELL SITE CONSTRUCTION CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. PART 1 - GENERAL fTIQN 01 100 - SCOPE OF WORK 1.1 311E_1iRK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER Sprint'PART 1 - GENERAL 1.11 UTI D1FS SERVICES- WHERE NECESSARY TO CUT EXISTING PIPES. ELECTRICALTH WIRES. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE E WORK TO BE PERFORMED ti CONDUITS. CABLES, ETC., OF UTILITY SERVICES, OR OF FIRE PROTECTION OR BY THE CONTRACTOR. 1.1 j) W{DgE; THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE COMMUNICATIONS SYSTEMS, THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES OR 1.2 RELATED DOCUMENT& SPRINT CONSTRUCTION STANDARDS FOR WIRELESS SITES. CONTRACT DOCUMENTS AND THE WHERE SHOWN. ALL SUCH ACTIONS SHALL BE COORDINATED WITH THE UTILITY COMPANY A THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. IN�IiA1a0NAI uv49�1Fl00 CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. INVOLVED: MAHWAK w074PS 8. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SiTES•ARE INCLUDED IN AND MADE A PART 71L 0101 3V 1.2 1.12 PERMITS / FEES: WHEN REQUIRED THAT A PERMIT OR CONNECTION FEE BE PND TO A OF THESE SPECIFICATIONS HEREWITH. ' A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. PUBUC UTILITY PROVIDER FOR NEW SERVICE TO THE CONSTRUCTION PROJECT. PAYMENT OF 1.3 NOTICE TO PROCEED: SUCH FEE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES' ARE INCLUDED IN AND 1.13 CONTRACTOR SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR A. NO WORK SHALL COMMENCE PRIOR TO COMPANYS WRITTEN NOTICE TO PROCEED AND THE ISSUANCE MADE A PART OF THESE SPECIFICATIONS HEREWITH. PROTECTING EXISTING EQUIPMENT ANO PROPERTY. OF THE WORK ORDER. BOSTON HILL 1.3 PRECEDENCE, SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION 1.14 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM B. UPON RECEIVING NOTICE TO PROCEED. CONTRACTOR SMALL FULLY PERFORM ALL WORK NECESSARY SPECIFICATIONS FOR WIRELESS STiES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS. TO PROVIDE SPRINT WiTH AN OPERATIONAL WIRELESS FACILITY. BS03XCI88 WIRELESS STIES AND THE CONSTRUCTION DRAWINGS. INFORMATION ON THE CONSTRUCTION A. TOP HAT PART 2 - PRODUCTS (NOT USED) DRAWINGS SHALL TAKE PRECEDENCE. NOTIFY SPRINT CONSTRUCTION MANAGER IF THIS 8. HOW TO INSTALL A NEW CABINET PART 3 - EXECUTION OCCURS. C. BASE BAND UNIT IN EXISTING UNIT FUN AL RMLAREMENTS- 1.4 NATIONAL 1 v RECOGNIZED CODES AND STANDARDS- 0. INSTALLATION OF BATTERIES 3.1 E INSTALLATION OF HYBRID CABLE A. THE ACTIVITIES DESCRIBED IN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES A. THE WORK L COMPLY WiTH APPLICABLE NATIONAL AND LOCAL CODES AND F. MISTALLATION OF FIRM'S REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRIBED ARE NOT EXHAUSTIVE. CONSTRUCTION DRAWINGS STANOMM. LATEST EDMON. AND PORTIONS THEREOF. INCLUDED BUT NOT LIMITED TO G. CABLING AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE FOLLOWINM H. TS-0200 REV 4 - ANTENNA UNE ACCEPTANCE STANDARDS THE CONSTRUCTION OF A FULLY FUNCTIONING WIRELESS FACILITY AT THE SITE IN ACCORDANCE WITH 1 THE7D E OEWJW REOWREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE 1. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. COMPANY PROCESSES. J. COMMISSIONING MOPS OF MUS S M K. SPRINT CELL SITE ENGINEERING NOTICE - EN-2013-002 8. SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN. AND OBTAIN REQUIRED APPROVALS WHILE 2. -^100 CORf- ELECTROMAGNETIC COMPAIISILITY AND ELECTRICAL SAFETY -GENERIC L SPRINT ENGINEERING LETTER - EL-0504 THE WORK IS BEING PERFORMED. CRITERIA FOR NEONORK TE OMMUN EQUIPMENT. M. SPRINT ENGINEERING LETTER - EL-0565 C. MANAGE AND CONDUCT ALL FIELD CONSTRUCTION SERVICE RELATED ACTIVITIES 3. NATONAL Il$tE PR=CnON ASSOCIATIONDES AND STANDARDS (NFPA) INCLUDING N. SPRINT TECHNICAL SPECIFICATION - TS-0193 0. PROVIDE CONSTRUCTION ACTIVITIES TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS, A TO (NAT u. 1CAL CORE - INC") AND NFPA 101 (LIFE SAFETY CODE). 1.15 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS: INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 4, I (ASTM) 1. PERFORM AW REOWRED SIM EW"MENtAL OnVAMON. D NMN DowSrRXTa1w S. E MM I ENGINEERS (IEEE) A. CONTRACTOR WILL UTILIZE iTS BEST EFFORTS TO WORK WiTH SPRINT ELECTRONIC 2 NO , P E AND ROUGH AND FINAL GRADING, AND A 14 19B M FUR Rd18I I E ) PROJECT MANAGEMENT SYSTEMS. CONTRACTOR UNDERSTANDS THAT SUFFICIENT INTERNET ACCESS, EQUIVALENT TO 'BROADBAND' OR BETTER, IS REWIRED TO TIMELY AND 3, JND T „x. OF UTILITIES IINCLUDNG ELECTRICAL AND EFFECTIVELY UTILIZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO in= AIAC*WA� B. Dewberry 9. AMEMCM AMOMMM OF C E NUC L. INS E (CRSI) MAINTAIN APPROPRIATE CONNECTIONS FOR CONTRACTOR'S STAFF AND OFFICES THAT ARE 4. I LU D F ONO E GROUND POWER AND COMMUNICATIONS • StATE HIGHWAY AND TRANSPORTATION OFFICIALS (MSHTO) COMPATIBLE WITH SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS 10. eer SYSTOOL Dewberry Engins Inc. 11, ALC LTE IA {NCAA) AND MOW"IUM. PART 2 - PRODUCTS (NOT USED) 6. OE N C 12"B K INDUSTRY (WA) PART 3 - EXECUTION 7. 1- 3N". GTS 0 ELAS I CATED. ao BUMMER STREET 13. R (AWS) 3.1 TEMPORARY UTILITIES AbID_FACILMES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 9. S OF MO MWO AS�ES�' leoaroN, ,=O TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE � e17eNleoroo 1 TION (ARCA) 10. m7,eoe.�o 15. SHEET METAL AND AIR CONOMONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) CONSTRUCTION DOCUMENTS. TEMUTILITIES ITESD POTABLE PROVIDE SLABS WATER, D 16D I (OHI) WAC. �� RARY FAIS, WASTE DISPOSAL FIES, 12. NQ. ING AND ACCESS BARRIERS. ,y TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN 13. PERPOW W.PCCr4N AND MAIM&TMM40 AS REQUIRED HEREINAFTER. 17,0=;PATONAL SAFM AND (OSHA) ACCORDANCE WiTH OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE 14. CONOUCT SITE RMWANM TO EAKIN TESTROG AS REQUIRED HEREINAFTER a • 1D,APPLCAMI SUILDWG CODES INCLUDING UNIFORM BUILDING CODE, SOUTHERN BUILDING THE COMPANi' ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES 15. WALL MW GENMTORStANOfirf POWER SOLUTIONS. CODF_ sorA AND THE WTERNATIONAL BUILDING CODE. AVAILABLE USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY 16. 1 ANO PLATFORMS ON EXISTING TOWERS AS j - BEP�JA_M'N B• '1-4 1.5 DEFINITIONS: FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. d A. WORK: THE SUM OF TASKS AND BILiTIES IDENTIFIED IN THE CONTRACT 3.2 6=ESi T!Z WORK* THE CONTRACTOR SMALL PROVIDE ACCESS TO THE JOB SITE FOR 17 COOKERS. T MAINLINE. D EQUIPMENT. CROSS RANO I u (��I {�E DOCUMENTS. AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE 16. WWWCW, CLOSE"OUt AW L. ONµCONTROL DOCUMIENTSS THAT MAY BE .16 �+IVI B. COMPANY: SPRIW CORPORATION ARCHITECT/ENGINEER DURING ALL PHASES OF THE WORK. RE p W' C. ENGINEER: SYN CT EER Adze. THE DESIGN 19. PCWORM AMOOOL TCPM AND MAKE ANY AND ALL NECESSARY 1 PROFESSIONAL HAVING PROFESS04AL RIESPONS19ftAY " DESIGN OF THE PROJECT. 3.3 TESTING: RFOUIREMENTS FOR TESTING BY THIS CONTRACTOR SHAU_ BE AS INDICATED comecrod. r D. CONTRACTOR: CONSTRUCTION CONTRACTOR, C ONN VENDOR. INDIVIDUAL OR ENTITY HEREWITH. ON THE CONSTRUCTION DRAWINGS• AND IN THE INDIVIDUAL SECTIONS OF THESE 20 AND INTEGRATION TO ASSIST AS NEEDED WHO AFTER EXECUTION OF A CONTPACt IS OWN0 TO ACCOMPUSH THE WORK. SPECIFICATIONS. SHOULD COMPANY C1400SE TO ENGAGE ANY THIRD-PARTY TO CONDUCT UNGL SIM 19 DEDAM SUSSrAWAALLY Cowtm AND PLACED 'ON AIR' ° L E. THIRD PARTY VENWR OR AGENCY. A VENWR OR AGENCY ENGAGED SEPARATELY BY THE ADDITIONAL TESTING. THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA 3.2 GENERAL REQUIREMENTS FOR cmL . COMPANY. A&E, OR COWRACTOR TO PRWDE MATERIALS OR TO ACCOMPLISH SPECIFIC FOR COMPANYS TEST AGENCY. ENGINSURVEYOR TASKS RELATED TO BUT NOT IN== IN THE WORK. 3.4 QIMENSIONS* VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE A CONTRACTOR SHALL KEEP THE SiTE FREE FROM ACCUMULATING WASTE MATERIAL, OEBRM AND TRASH. F. OFCI: OWNER FURNISHED. CONTRACTOR WALLED EQUIPMENT. AT THE COMPLETION OF THE WORK. CONTRACTOR SHALL REMOVE FROM THE SiTE ALL REMAINING G CONSTRUCTION M °� MUNICATION TO FLOW THROUGH FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS. rt et W vneAn C a•LAWW sae E Pam+,u 1 RUBBISH. IMPLEMENTS. TEMPORARY FACIUTiIS, AND SURPLUS MATERIALS. n10•we[��u�t1c pMQ•�pp�� 3.5 EXISTING CCNdDMONS: NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS LCOSM Paosame A.00CMIR m Kra TIAs DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER SPRINT REP A I74' GE CI.,> B. EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED 'BROOM CLEAN'AND CLEAR OF DEBRIS. ooaulna. 1.6 SITE FAMILIARITY- CONTRACTORS E'FOR FAMILIARIZING HIMSELF WITH STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AND C. CONTRACTOR SHALL TAKE ALL REASONABLE PRECALMONS TO DISCOVER AND LOCATE ANY HAZARDOUS ALL CONTRACT DOCUMENTS, FIELD CONDMONS AND 01MENStONS PRIOR TO PROCEEDING WiTH ENGINEER. CONDITION. DRAWN BY: SCA CONSTRUCTION. ANY DISCREPANCIES L HAT TO THE ATTENTION OF THE SPRINT 1ENT C . IN THE EVCONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION WHICH HAS NOT BEEN CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT WORK. NO COMPENSATION WILL BE SECTION O1 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT ABATED OR OTHERWISE MITIGATED, CONTRACTOR AND ALL OTHER PERSONS SHALL IMMEDIATELY AWARDED BASED ON CLAIM OF LACK K FI , CONDITIONS. STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. THE WORK IN THE REViflIED BY: MFT 1.7 POINT DF-CONTACT: COMMUNICATION S NT AND THE CONTRACTOR SHALL FLOW PART 1 - GENERAL AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTIFICATION BY COMPANY. THROUGH THE SINGLE SPRINT CONSTRUCTION MANAGER APPOINTED TO MANAGE THE PROJECT 1.1 Iff-WORK; THESE STANDARD CONSTRUCTION SPEC*ICATIONS. IN CONJUNCTION WITH THE OTHER 2, CONiRACTOR AGREES TO USE CARE WHILE ON THE SiTE AND SHALL NOT TAKE ANY ACTION THAT C►iECKEO W BOR FOR SPRINT. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED WALL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN 1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BY THE CONiRACTOR. THE ENVIRONMENT. OR TO FURTHER EXPOSE iNDMDUALS TO THE HAZARD. PROJECT NUMBER 50040307 SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES. 1,2 RELATED DOCUMENTS: 0. CONTWLCFOR'S ACTMiIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE AND PROCEDURES IN ACCORDANCE WiTH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. THE PROJECT LIMITS BE AFFECTED BY CONTRACTOR'S ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY JOB NUMBER 50088268 EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALL RETURN THEM TO ORIGINAL CONDITION TIMES DURING PERFORMANCE OF THE WORK. e. SPRINT STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES' ARE INCLUDED IN AND MADE A E CONDUCT TESTING AS REQUIRED HEREIN. PART OF THESE SPECIFICATIONS HEREWITH. SITE ADDRESS: 1.9 DRAWINGS_ SPECIFICATIONS AND DETAILS REQUIRED AT JORSITE: THE CONSTRUCTION 3.3 LcL- CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS, STANDARD PART 2 - PRODUCTS (NOT USED) CONSTRUCTION DETAILS FOR WIRELESS SiTES AND THE STANDARD CONSTRUCTION PART 3 - EXECUTION A. CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT TO SPRINT SHOP DRAWINGS. PRODUCT DATA, SPECIFICATIONS FOR WIRELESS SiTES AT THE JOBSTrE FROM MOBILIZATION THROUGH 3.1 RECEIPT OF MATERIAL AND EQUIPMENT: SAMPLES. AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER CONSTRUCTION COMPLETION. B. PROVIDE DOCUMENTATION INCLUDING. BUT NOT LIMITED TO, THE FOLLOWING. DOCUMENTATION 5 BOSTON HILL ROAD A. THEE J M GS, SPECIFICATIONS AND DETAILS SHALL BE CLEARLY MARKED DAILY A CONSTRUCTION DOCUMENTS. AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE � � FORWARDED IN ORIGINAL FORMAT AND/QR UPLOADED INTO SMS. NORTH ANDOVER, MA IN RED . CIL ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE 1. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTION REPORTS. E . AT CONSTRUCTION COMPLETION. THIS JOBSITE MARKUP SET SHALL BE S. THE CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON 2. PROJECT PROGRESS REPORTS. 01845 CEUVERM TO THE COMPANY OR COMPANYS DESIGNATED REPRESENTATIVE TO BE RECEIPT SHALL. 3. CML CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). FORWARDED TO THE COMPANYS ABLE VENDOR FOR PRODUCTION OF 'IAS-BUILT DRAWINGS. 1. ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT. 4. ELECTRICAL SERVICE COMPLETION DATE (POPULATE FIELD IN SMS AND/OR FORWARD e DETALS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO 2. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. NOTIFICATION). 1T JOB DIM04SONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS 3. TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE PROTECTION AS REQUIRED IN 5. LINES AND ANTENNA INSTALL DATE (POPULATE FIELD IN SMS MID/OR FORWARD NOTIFICATION). PART OF THE K. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF AGREEMENT. 6. POWER INSTALL DATE (POPULATE FIELD IN SMS ANO/OR FORWARD NOTIFICATION). SHEET TITLE ANY VAIRIATKM PRIOR TO PROCEEDING WITH THE WORK. 4. RECORD ANY DEFECTS OR DAMAGES AND WITHIN TWENTY-FOUR HOURS AFTER RECEIPT, 7. TELCO READY DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH. C .DIMENSKM SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE SPACING 5 PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING 6. PPC (OR SHELTER) INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). OUTLINE KTWEEN EOLR IS THE REQUIRED CLEARANCE SHOULD THERE BE ANY QUESTIONS g COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT. DELIVERING 9. TOWER CONSTR UC K)N START DATE (POPULATE FIELD IN SMS AND/OR FORWARD D THE TRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO Stiff, NOTIFICATION). SPECIFICATIONS-I 'EHE COWPJCTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 32 00IVEBAETLF3: 10. TOWER CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD SPRWt CUM MANAGER PRIOR TO PROCEEDING WiTH THE WORK. NOTIFICATION). SHEET NUMBER 1.10lIW_.QF_0LSM THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION AND RELATED A COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WiTH COMPANY PRACTICE 11. BTS AND RAOIO EQUIPMENT DELIVERED AT SiTE DATE (POPULATE FIELD IN SMS AND/OR OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, e. IF APPLICABLE, COMPLETE LOST/STOLEN/DAMAGED DOCUMENTATION REPORT AS NECESSARY IN FORWARD NOTIFICATION). TEMPORARY FACILITIES, AND WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE ACCORDANCE WITH COMPANY PRACTICE, AND AS DIRECTED BY COMPANY, 12. NETWORK OPERATIONS HANDOFF CHECKLIST (HOC WALK) COMPLETE (UPLOAD FORM IN SMS) PERMITTED BY THE CONTRACT DOCUMENTS. C. UPLOAD DOCUMENTATION INTO SPRINT SITE MANAGEMENT SYSTEM (SMS) AND/OR PROVIDE HARD 13. CML CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD S P- 1 COPY DOCUMENTATION AS REQUESTED. NOTIFICATION). 14. SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SMS. CONTINUE SHEET SP-2 CONTINUED ROM 3.3 REQUIRED INSPWMNS- B. REPORT INFORMATION WILL BE TRANSMITTED TO SPRINT VU ELECTRONIC MEANS AS REQUIRED, A SCHEDULE INSPECTIONS WITH COMPANY REPRESENTATIVE THIS INFORMATION WILL PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT. SECTION 01 400 - SUBMITTALS, TESTS. AND INSPECTIONS S. CONDUCT INSPECTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.2 PROJECT CONFERENCE CADS: PART 1 - GENERAL. 1. GROUNDING SYSTEM INSTALLATION PRIOR TO EARTH CONCEALMENT DOCUMENTED WITH DIGITAL A. SPRINT MAY HOLD WEEKLY PROJECT CONFERENCE CALLS. CONTRACTOR WILL BE REQUIRED TO Sprint 1.1 MIL-WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT REPRESENTATIVE. COMMUNICATE SITE STATUS, MILESTONE COMPLETIONS AND UPCOMING MILESTONE OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO ). 2 FORMING FOR CONCRETE AND REBAR APPROVED PLACEMENT PRIOR RI POUR DOCUMENTED WITH DIGITAL PROJECTIONS, AND ANSWER ANY OTHER SITE STATUS QUESTIONS AS NECESSARY. BE PERFORMED BY THE CONTRACTOR. COMPHOPACTION BY CONTRACTOR, APPROVED BY ATE OR SPRINT ROADS. PADS- 3. COMPACTION OF BACKFILL MATERIALS,. AGGREGATE BASE FOR ROADS. PADS. AND ANCHORS: 3.3 PROJECT TRACKING IN SMS: tMBtKAtKlNAL OLVB.NC1Ftm 1-2 RELATED DOCUMENT& ASPHALT PAVING; AND SWIFT BACKFILL FOR CONCRETE AND WOOD POLES, BY INDEPENDENT MAHWAKmO7495 THIRD PARTY AGENCY. A. CONTRACTOR SHALL PROVIDE SCHEDULE UPDATES AND PROJECTIONS IN THE SYS SYSTEM ON A THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. 4. PRE- AND POST-CONSTRUCTION ROOFTOP AND STRUCTURAL INSPECTIONS ON EXISTING A WEEKLY BASIS. B. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES' ARE INCLUDED IN AND FACILITIES. MADE A PART OF THESE SPECIFICATIONS HEREWITH. 5. TOWER ERECTION N SECTION STACKING AND PLATFORM ATTACHMENT DOCUMENTED BY DIGITAL 3.4 ADDITIONAL REPORTING: PHOTOGRAPHS UT THIRD PARTY LT AN. A. ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS 1.3 SUBMITTAL 8. ANTENNA AZIMUTH DOWN TILT AND PER SUNLIGHT TOOL SUNSIGF{T INSTRUMENTS - DETERMINED TO BE REASONABLY NECESSARY BY COMPANY. ANTENNAUGN ALIGNMENT IDOL (MT) BOSTON HILL A. THE WORK KIN AEONS.ASPECTS SHALL COMPLY WITH THE CONSTRUCTION DRAWING AND 7' DEVELOPMENT RE TIEDOCUMENTED THE ANTENNA CHECKLIST REPORT. BY A&E. SITE 3,5 PROJECT PHOTOGRAPHS: THESEBS03XC188 B. SUBMIT THE FOLLOWING TO COMPANY REPRESENTATIVE FOR APPROVAL 8. FINAL INSPECTION CHECKLIST AND HANDOFF WALK (HOC.). SIGNED FORM SHOWING A. FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPEG FORMAT IN THE SMS PHOTO ACCEPTANCE BY FIELD OPS IS TO BE UPLOADED INTO SMS. LIBRARY FOR THE RESPECTIVE SiTE. PHOTOGRAPHS SHALL BE CLEARLY LABELED WITH SiTE I. CONCRETE MIX-DESIGNS FOR TOWER FOUNDATIONS, ANCHORS PIERS, AND CONCRETE PAVING. 9. COAX SWEEP AND FIBER TESTING DOCUMENTS SUBMITTED VIA SMS FOR RF APPROVAL NUMBER, NAME AND DESCRIPTION, AND SHALL INCLUDE AT A MINIMUM THE FOLLOWING AS 2. CONCRETE BREAK TESTS AS SPECIFIED HEREIN. 10.SCAN-ABLE BARCODE PHOTOGRAPHS OF TOWER TDP AND INACCESSIBLE SERIALIZED APPLICABLE: 3. ALLESPECIAL FINISHES FOR INTERIOR SPACES, I ANY. EQUIPMEM 1. SHELTER AND TOWEL OVERVIEW. 11.ALL AVAILABLE JURISDICTIONAL INFORMATION CONSTRUCTION DRAWINGS 4. ALL EQUIPMENT AND MATERIALS SO IDENITFIED ON THE CONSITRUCTION DRAWINGS. 2. TOWER FOUNDATIONS) - FORMS AND STEEL. BEFORE POUR (FJACH ANCHOR ON GUYED TOWERS). 5. CHEMICAL GROUNDING DESIGN. 12.PDF SCAN OF REDUNES PRODUCED IN FIELD 3. TOWER FOUNDATION(S) POUR WITH VIBRATOR IN USE (EACH ANCHOR ON GUYED TOWERS). C. ALTERNATES: AT THE COMPANYS REQUEST. ANY ALTERNATIVES TO THE MATERIALS OR E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 4. TOWER STEEL AS BEING INSTALLED INTO HOLE (SHOW ANCHOR STEEL ON GUYED TOWERS). METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGER FOR 5. PHOTOS OF TOWER SECTION STACKING. APPROVAL PRIOR TO BEING SHIPPED TO SITE SPRINT WILL REVIEW AND APPROVE ONLY IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES ANO/OR AS A RESULT OF 6. CONCRETE TESTING / SAMPLES. THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. TESTING. 7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION. SUBMITTAL FOR APPROVAL SHALL INCLUDE A STATEMENT OF LOST REDUCTION PROPOSED F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED BY THE B. 8UILDING/WATER TANK FROM ROAD FOR TENANT IMPROVEMENTS OR COMMENTS. FOR USE OF ALTERNATE PRODUCT. CONTRACTOR WITH WRITTEN REPORTS AND PHOTOGRAPHS. PHOTOGRAPHS MUST BE DIGITAL 9. SHELTER FOUNDATION--FORMS AND STEEL BEFORE POURING. 1.4 TESTS AND INSPECTIONS• AND OF SUFFICIENT QUALITY TO CLEARLY SHOW THE SiTE CONSTRUCTION. PHOTOGRAPHS 10.SHELTER FOUNDATION POUR WITH VIBRATOR IN USE. MUST CLEARLY IDENTIFY THE PHOTOGRAPHED ITEM AND BE LABELED WITH THE SiTE 11,COAX CABLE ENTRY INTO SHELTER. 0 0~4 WJED FGR OMSIRC FKN A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS CASCADE NUMBER. SiTE NAME, DESCRIPTION. AND DATE. 12.PLATFORM MECHANICAL CONNECTIONS M TOWER/MONOPOLE. AND PROJECT DOCUMENTATION. 13.ROOFTOP PRE AND POST CONSTRUCTION PHOTOS TO INCLUDE PENETRATIONS AND INTERIOR A LIED sm Fe" 3.4 DUMOW I,E& TEST AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATION SHALL BE CEUNG. S. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT UMITED TO THE UPLOADED TO THE SMS AND/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE 14.PHOTOS OF TOWER TOP COAX UNE COLOR COOING AND COLOR CODING AT GROUND LEVEL. FOLLOWING: PERMANENT SITE FILES. 13.PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATORY SIGNAGE. Dewberry 1. COAX SWEEPS AND FIBER TESTS PER SPRINT 73-0200 CURRENT VERSION ANTENNA UNE 18.PHOTOS OF EQUIPMENT BOLT DOWN INSIDE SHELTER. e ACCEPTANCE STANDARDS. A. THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE. 17.POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO SUPPLY 2. AOL, AZIMUTH AND DOWNTiLT USING ELECTRONIC COMMERCIAL MADE-FOR-THE-PURPOSE i. CONCRETE MIX AND CYLINDER BREAK REPORTS. LOCATIONS INCLUDING METER/DISCONNECT. DBWVBTTy Engineers Inc. ANTENNA ALIGNMENT TOOL. 2. STRUCTURAL 8ACKFTLL COMPACTION REPORTS. 18.ELECTRICAL TRENCH(S) WITH ELECTRICAL / CONDUIT BEFORE BACKFILL maumMER 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 3. SITE RESISTANCE TO EARTH TEST. 19.ELECTRICAL TRENCH(S) WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL 10THFLOM t T IDENTIFIED AS UNACCEPTABLE IN SiTE INSPECTION ACTMTIES AND/OR AS A RESULT OF 4. ANTENNA AZIMUTH AND DOWN TILT VERIFICATION 20.TELCO TRENCH WITH TELEPHONE / CONDUIT BEFORE BACKFILL 8 WMKMA02210 TESTING. 5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED PER 21.TOM TRENCH WiTH FOP.-BACKED TAPE BEFORE FURTHER BACKFILL. PHONE:817.41LIMM C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING; SUPPLIER'S REQUIREMENTS AND THE APPLICABLE SECTIONS HERON. 22.SHELTER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS F�AmSM1116 rft0 8. COAX CABLE SWEEP TESTS PER COMPANY'S ANTENNA UNE ACCEPTANCE STANDARDS•. AND BEND RADII). I. AZIMUTH, N ACL - UPLOAD REPORT FROM ANTENNA ALIGNMENT TOOL TO STTERRA TASK 483.. INSTALLED AZIMUTH, 001YNT1lT, AND AOL MUST CONFORM TO THE RF DATA B. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES THE FOLLOWING; 23.TOWER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND SHEETS. SWEEP AND FIBER TESTS 1. TEST WELLS AND IS: PHOTOGRAPHS OF ALL TEST WELLS; PHOTOGRAPHS SHOWING ALL 24.FENCE GROUND-RING TRENCH WiTH GROUND-WIRE BEFORE BACKFILL SHOW ALL CAD WELDS AND 2. SCANA13LE 13ARCOOE PHOTOGRAPHS OF TOWER TDP AND INACCESSIBLE SERIALIZED EQUIPMENT OPEN EXCAVATIONSS ANDTRENCHING PRIOR TO BACKFILLING SHOWING A TAPE MEASURE BEND RADII). AND ws1ELE IN THE EXCAVATIONS INDICATING DEPTH. BEND RADA). .{`A:�S. 3. ALL AVAILABLE JURISDICTIONAL INFORMATION 2, CONDUITS, OONOLI TORS AND GROUNDING: PHOTOGRAPHS SHOWING TYPICAL INSTALLATION OF 25.ALL BTS GROUND CONNECTIONS. ^ .a. CONDUCTORS AND CONNECTORS; PHOTOGRAPHS SHOWING TYPICAL BEND RADIUS OF INSTALLED 28.ALL GROUND TEST WELLS. w u F�VCT f d° 4. PDF SCAN OF REDUNES PRODUCED IN FIELD GROUND WIRES AND GROUND ROD SPACING; 27.ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. < 5. ELECTRONIC AS-BUILT DRAWINGS IN AUTOCAD AND POF FORMATS. ANY FIELD CHANGE MUST 3. CONCRETE FORMS AND REINFORCING: CONCRETE FORMING AT TOWER AND EDUIPMENT/SHELTER 28.ADDITIONAL GROUNDING POINTS ON TOWERS ABOVE 200'. 13E REFLECTED BY MODIFYING THE PAWS, ELEVATIONS. AND DETAILS IN THE DRAWING SETS. PAD/FOUNDATIONS - PHOTOGRAPHS SHOWING ALL REINFORCING STEEL, UTILITY AND CONDUIT 20•HVAC UNITS INCLUDING CONDENSERS ON SPUR SYSTEMS. GENERAL NOTES INDICATING MODIFICATIONS WILL NOT BE ACCEPTED. CHANGES SHALL BE STUB OUTS; PHOTOGRAPHS SHOWING CONCRETE POUR OF SHELTER SLAB/FOUNDATION, TOWER 30.GPS ANTENNAS. HIGHLIGHTED AS 'CLOUOS IDENTIFIED AS THE AS-BUILT' CONDITION. FOUNDATION AND GUY ANCHORS WITH VIBRATOR IN USE; PHOTOGRAPHS SHOWING EACH 31.CABLE TRAY AND/OR WAVEGUIDE BRIDGE 6. LIEN WAIVERS ANCHOR ON GUYED TOWERS. BEFORE CONCRETE POUR. 32.DOGHOUSE/CABLE EXIT FROM ROOF. 4. TOWER. ANTENNAS AND MAINLINE: INSPECTION AND PHOTOGRAPHS OF SECTION STACKING; 33•EACH SECTOR OF ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM BEHIND R+ry AL E 7. FINAL PAYMENT APPLICATION INSPECTION AND PHOTOGRAPHS OF PLATFORM COMPONENT ATTACHMENT POINTS; PHOTOGRAPHS SHOWING THE PROJECTED COVERAGE AREA. S. REQUIRED FINIAL CONSTRUCTION PHOTOS OF TOMER TOP GROUNDING: PHOTOS OF TOWER COAX UNE COLOR CODING AT THE TOP AND 34.MASTER BUS BAR.35.TIKE BOARD AND NIU. FUNGI RVEVOR AT GROUND LEVET; INSPECTION AND PHOTOGRAPHS OF OPERATIONAL OF TOWER LIGHTING. AND 9. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS PLACEMENT OF FM REGISTRATION SIGN; PHOTOGRAPHS SHOWING ADOITIONAL GROUNDING 36.ELECTRICAL DISTRIBUTION WALL- rt K A MAIMN OF LAW FOA ANY PHIIloN wnss POINTS FOR TOWERS GREATER THAN 200 FEET.; PHOTOS OF ANTENNA GROUND W. 37.CABLE ENTRY WITH SURGE SUPPRESSION. THEr ANE ACTIN)ANCIEN INE ONEMON Or A 38.ENTRANCE TO EQUIPMENT ROOM. uccam rNore Ohk Doman TO Acme� /0.ALL POST NTP TASKS FINCLUDINGRERD DOCUMENT UPLOADS COMPLETED IN STiERRA (SPRINTS OF EACH ENT GROUND BAR, AND MASTER GROUND BAR; PHOTOS OF GPS ANTENNA(SO PHOTOS 39.COAX WEATHERPROOFING-TOP AND BOTTOM OF TOWER. 000LOAM. DOCUMENT REPOSITORY Of RECORD). OF EACH SECTOR OF ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM 40 COAX GROUNDING -TOP AND BOTTOM OF TOWER. BEHIND SHOWING THE PROJECTED COVERAGE AREA; PHOTOS OF COAX WEATHERPROOFING 41.ANTENNA AND MAST GROUNDING. AND MAST GROUNDING; PHOTOS OF COAX CABLE ENTRY RY INTO SHELTER; PHOTOS OF PLATFORM 1.5 COMMISSIONING, PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS TDP AND BOTTOM; PHOTOS OF COAX GROUNDING- AND BOTTOM: PHOTOS OF ANTENNAA 42.LANDSCAPING - WHERE APPLICABLE DRAWN BY: SCA MECHANICAL CONNECTIONS TO TOWER/MONOPOLE. ACCEPTANCE, COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT, REVIEWED BY: MFT 1.8 INTEGRATION- PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS 3. S. ROOF TOPS: PRE-CONSTRUCTION AND POST-CONSTRUCTION VISUAL INSPECTION AND 8 FINAL T DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS PART 2 - PRODUCTSNOT USED PHOTOGRAPHS OF THE ROOF AND INTERIOR TO DETERMINE AND DOCUMENT CONDITIONS; ROOF PRODUCTS ( ) TOP CONSTRUCTION INSPECTIONS AS REQUIRED BY THE JURISDICTION; PHOTOGRAPHS OF SITES AND UPLOAD INTO 51TERRA 451ECKED W. BIER PART 3 - EXECUTION CABLE TRAY AND/OR ICE BRIDGE; PHOTOGRAPHS OF DOGHOUSE/CABLE EXIT FROM ROOF; 3.1 REQUIREMENTS FOR TESTING: 6. SITE LAYOUT - PHOTOGRAPHS OF THE OVERALL. COMPOUND, INCLUDING EQUIPMENT PLATFORM SECTION 07 500 - ROOF CUTTING. PATCHING AND REPAIR PROJECT NUMBER. soao3o7 FROM ALL FOUR CORNERS. A. THIRD PARTY TESTING AGENCY: WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING 7. FINISHED UTILITIES. CLOSE-UP PHOTOGRAPHS OF THE PPC BREAKER PANEL; CLOSE-UP SUMMARY- AGENCY IS REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A POWER M�ETER�AND DISCONNECT,E INSIDE THE OTELCO F AND TELE-UENTRANCET COMPS CONDUIT ORTHIS NSPECIFIES CABLES EXIT THENG AND BUILDINGATCHING EXISTING ROOFING ONTO THE ROOF OR BUILDING-MOUNTED MS WHERE I JOB NUMBER: 50068286 REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED ANO HAVE A THOROUGH ENCLOSURE. PHOTOGRAPHS AT METER BOX AND/OR FACILITY DISTRIBUTION PANEL ANTENNAS. AND AS REQUIRED FOR WATERTIGHT PERFORMANCE ROOFTOP ENTRY OPENINGS UNDERSTANDING OF LOCAL AVAILABLE MATERIALS. INCLUDING THE SOIL., ROCK, AND SITE ADORES& GROUNDWATER CONOiTiONS. B. REQUIRED MATERIALS CERTIFICATIONS: CONCRETE MIX DESIGNS; MILL CERi1FICATK)N FOR ALL IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TT) COMPLY WITH LANDLORD. ANY REINFORCING AND STRUCTURAL STEEL; AND ASPHALT PAVING MiX DESIGN. EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. 1. THE THIRD PARTY TESTING AGENCY IS TO BE FAMILIAR WITH THE APPUCSABLE REQUIREMENTS 9, ANY AND ALL SUBMITTALS BY THE JURISDICTION OR COMPANY. FOR THE TESTS TO BE DONE, EQUIPMENT TO BE USED. AND ASSOCIATED HEALTH AND SAFETY 1.4 SUBMITTALS: ISSUES. SECTION 01 500 - PROJECT REPORTING 5 BOSTON HILL ROAD 2. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATEHA , AND ASPHALT TESTING USING ASTM, A. PRE-CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION MSJTO. AND OTHER METHODS IS NEEDED. PART 1 - GENERAL OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH NORTH ANDOVER, MA 3. EXPAASJT . AN IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, 1.1 jf_WORK; THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. AASJTO, AND OTHER METHODS Ls NEEDED. OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO 01845 3.2 REQUIRED TESTS: BE PERFORMED BY THE CONTRACTOR. B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 A. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE 1.2 RELATED DOCUMENT& CA•) FOLLOWING: A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THiS SPECIFICATION. C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. SHEET TITLE 1. CONCRETE CYUNDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE PAVING. e. SPRINT STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES' ARE INCLUDED IN AND 2. ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHSECTIONESS. AND COMPACTED DENSITY MADE A PART OF THESE SPECIFICATIONS HEREWITH. SECTION 09 09 900 - PAINTING OUTLINE QUALITY AS SPECIFIED IN SECTION: HOT MIX ASPHALT PAVING. PART 2 - PRODUCTS (NOT USED) QUALITY ASSURANCE: 3. FIELD QUAtCONTROL TESTING As SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE SPECIFICATIONS-II PAVING. PART 3 - EXECUTION 4. TESTING pEQUIRREDD UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS' PADS AND 3.1 WEEKLY REPORTS: MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE 5. STRUCTURAL BACKFILL COMPACTION TESTS FOR THE TOWER FOUNDATION. A. CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY REPORTS SHOWING PROJECT STATUS. WITH MANUFACTURER'S INSTRUCTIONS. 6. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE GROUNDING SYSTEM DESIGN. THIS STATUS REPORT FORMAT WILL BE PROVIDED TO THE CONTRACTOR BY SPRINT. THE 7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION UNE ACCEPTANCE REPORT WILL CONTAIN SITE ID NUMBER. THE MILESTONES FOR EACH SiTE. INCLUDING THE B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. S. STANDARDS. AT ANTENNA MASTS FOR GPS AND ANTENNAS BASEUNE DATE, ESTIMATED COMPLETION DATE AND ACTUAL COMPLETION DATE. CONTINUE SHEET SP-3 SP- 2 9. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTiON. CONTINUED FROM SP-2: 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED SECTION 26 200 - ELEFTRICAL MATERIALS AND EQUIPMENT MATERIALS: ON DRAWINGS. G. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE PER SPRINT IS 0200 CURRENT CONDUIT: A. MANUFACTURERS: BENJAMIN MOORS, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR VERSION. APPROVED EQUAL PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR COATING 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS Sprint SYSTEMS. o)� LP TU NUMERICALLY ACCORDING SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN PAINT SCHEDULE: CONCRETE RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WiTH ZINC A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE ONE COAT OF PRIMER AND TWO WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CARIF GROUND KITS: PRODUCED TO INTERIOR SPECIFICATIONSC80.1. FEDERAL GALVANIZING PRO CESS. C 5811 ANMALL D INIERNATIO"NV063MOM FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METAWC BASED AND CONTAIN NO SHALL BE LISTED WiTH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE MAhWAK W W495 METALUC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCETHREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS TEL PqW7641 OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER A ALL FIBER Alt COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. S. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALIATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLVVINYLCHI ORIDE (PVC) SUITABLE �� 8. ROOF TOP ONSTRUCTiON: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY BEST PRACTICES. FOR DIRECT BURIAL. AS APPLICABLE JOINTS SHALL BE BELLED, AND FLUSH SOLVENT INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND 1. COLD SHRINK: ENCOMPASS CONNECTOR iN COLD SHRINK TUBING AND PROVIDE A DOUBLE WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE BOSTON HILL FINISH. WRAP OF 2' ELECTRICAL TAPE EXTENDING 2• BEYOND TUBING. PROVIDE 3M COLD SHRINK CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. CXS SERIES OR EQUAL BS03XCl88 PAINTING APPLICATION: 2. SELF-AMALGAMATING TAPE CLEAN SURFACES. APPLY A DOUBLE WRAP OF C. TRANSITIONS G BETWEEN PVC AND ELBOWS.(TCAs) SHAM BE MADE WITH PVC COATED 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK SELF-AMALGAMATING TAPE 7 BEYOND CONNECTOR. APPLY A SECOND WRAP OF METALLIC LANG SWEEP RADIUS ELBOWS. MEANS ACCEPTANCE OF SUBSTRATE, SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 7 WIDE 2. COMPLY WITH M 7 0. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION. ELECTRICAL TAPE EXTENDING BEYOND THE SELF-AMALGAMATING TAPE. EMT O ALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY ■�.�,� PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 3 3M SLIM LOCK CLOSURE 715: SUBSTITUTIONS WILL, NOT BE ALLOWED. 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE-COAT OR REMOVE 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTAe F WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI CONSTRUCTION DRAWINGS AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. 4. CLEANUP, TOUCH UP AND PROTECT WORK. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS (MMBT5) EMT SHALL BE MANUFACTURED BY AWED, REPUBLIC OR WHEATLAND. OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL TOUCHUP PAINTING: AND RELATED EQUIPMENT NOT BE ACCEPTABLE. 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER SUMMARY: E LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ERECTION WITH 'GAILVANOX; "DRY GALV.' OR 'ZINC-IT.' EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S A THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT WRITTEN INSTRUCTIONS. EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS. BE ACCEPTABLE. MAXIMUM LENGTH OF FLEMBLE CONDUIT SHALL NOT EXCEED 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE BASE BAND UNITS, SURGE ARRESTORS, BATTERIES. AND SIMILAR EQUIPMENT FURNISHED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. 0 4 at O TNMCnON COMPONENTS, THEiR PRESERVATIVE TREATMENT. OR THEIR PROTECTIVE COATINGS. BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFC). MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR A 4 t93JFD FM IBM8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND UNIVERSAL METAL HOSE, OR APPROVED EQUAL SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO HEADS AND CABLE, PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). INSTALLATION NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE DeWberrye INSTALLATION MOPS. HUBS AND BOXES: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S. AND CABLE EQUIPMENT. C. COMPLY WiTH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED Dewberry Engineers Inc. INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. DC CIRCUIT BREAKER LABELING HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL PROVIDE IMPACT oMaBoa� � ANTENNAS AND RRH'3: RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. 60670KMA01l10 THE NUMBER AND TYPE OF ANTENNAS AND RRHA LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SiTE ENGINEERING NOTICE - EN'S TO BE INSTALLED IS DETAILED ON THE 2012-001, REV 1. B CABLE TERMINATION FITTINGS FOR CONDUIT ��°17.8153 01 CONSTRUCTION DRAWINGS. A J�/ zaa�sle 1. CABLE TERMINATORS FOR RGS CONDUITS SWILL BE TYPE CRC BY O-Z/GWNEY OR EQU/LL. A� )� $�E TRANSCIEVER 2. CABLE TERMINATORS FOR LFMC SWILL BE ETCO - CL2075; OR MADE FOR THE PURPOSE ,"O `F^+,a9 HYBRID CABLE: SECTION 11 800 - INSTALLATION OF MULTIMODAL PRODUCTS BY ROXTEC HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTILLATION AT EACH SITE CABLE STATIONS METS) AND RELATED EQUIPMENT C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE •@ S`� � '�� SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S PLATED CAST ALLOY, HEAR DUTY. WEATHERPROOF, OUST PROOF, WITH GASKET, PLATED BENJAMIN REQUIREMENTS. SUMMARY: IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAS SERIESRt=VL:E v TTE JUMPERS AND CONNECTORS- A THIS SECTION SPECIFIES MM8'fS GIBBETS, POWER CABINETS, AND INTERNAL OR EQUAL ; �S'• � FURNISH AND INSTALL 1/2' COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UMTS, 0. CONDUIT OUTLET BODIES SMALL BE PLATED CAST ALLOY WiTH SIMILAR GASKETED IV )' JUMPERS SHALL BE TYPE LDF 4, FL.0 12-50. CR 540. OR FXL 540. SUPER-FLEX CABLES ARE BASE RAID UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR NOT ACCEPTABLE JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS BY TME COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). THE APPLICATION. PROVIDE CROUSE-HINDS FORM B OR EQUAL SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. DO NOT USE 8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE 'D', :- SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WiTH PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR CROUSE-HINDS, COOPER, ADALET, APPIETON, 0-Z GEDNEY, TACO, OR APPROVED A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE EQUAL.. � MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD FABRICATED. FOLLOW MANUFACTURER'S INSTALLATION MOPS. ' REQUIREMENTS FOR INSTALLATION OF CONNECTORS SUPPLEMENTAL GROUNDING SYSTEM ENaN D SURVEYORC. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS REMOTE ELECTRICAL TILT CRET) CABLES: A FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE n s A rCILOM OF ur For AMr rusaK u ss 91SCE dHEQ ie. SUPPORTING DEVICES: DRAWINGS. SUPPORT SYSTEM WiTH NON-MAGNETIC STAINLESS STEEL CLIPS WiTH TMW ARE"�0 UN0°t TME°nccrow OF A INSTALL. SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED 13Y SPRINT. RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES L�ceMcm� + �� A MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLO BARE OR INSULATED ANTENNA INSTALLATIONi REQUIREMENTS. PROVIDE PRODUCTS BY THE FOLLOWING: CONDUCTORS AS INDICATED. ODYN N: SCATHE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE 1. AWED TUBE AND CONDUIT INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT. AZIMUTH, AND FEED 2• B-LINE SYSTEM B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, ORIENTATION INFORMATION SMALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. 3. UNISTRUT DIVERSIFIED PRODUCTS EXCEPT AT EQUIPMENT USE WGS OR OTHER AVAILABLE GROUNDING MEANS AS SEWED BY. wrl 4. THOMAS & BETTS REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WiTH NO OX. A THE CONTRACTOR SHALL POSITION THE ANTENNA L TOWER PIPE MOUNTS SO THAT THE C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM CHECKED BY: 138RBOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL 8E PLUMB TO WITHIN B. FASTENERS: TYPES, MATERIALS. AND CONSTRUCTION FEATURES AS FOLLOWS: FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. 1 DEGREE 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED 2. INTENDED SEERRVICE.THREADED SODS: HEAT-TREATED STEEL DESIGNED SPECIFICALLY FOR THE EXISTING STRUCTURE: PROJECT NUMBER. s°°'°W7 ON THE DRAWINGS. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. HYBRID CARIES INSTALLATION 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. A EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS. RECEPTACLES, SWITCHES, JOB NUMBER 00 566288 • 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE B. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE 1.SITE ADDRESS- CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S 7• EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. WALL. CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, RECOMMENDATIONS. S. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL. OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. STRUCTURES. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S B. IN PARTITIONS OF UGHT STEEL. CONSTRUCTION, USE SHEET METAL SCREWS. CONDUIT AND CONDUCTOR INSTALLATION: SPECIFICATIONS FOR BENDING RADII. SUPPORTING DEVICES: 5 BOSTON HILL ROAD C. EXTREME CARE SMALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND A CONDUITS SHALL BE FASTENED SECURELY IN PLACE WiTH APPROVED NON-PERFORATED NORTH ANDOVER, MA INSTALLATION. A INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SWILL BE PERMANENTLY FASTENED TO THE COAX PERMANENTLY IN ACCORDANCE WITH NEC. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE UNES OF THE STRUCTURE, MAINTAIN 01845 LADDER AT 4'-O' OC USING NON-MAGNETIC STAINLESS STEEL CUPS. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TiGHT ENVELOPES. 2. FASTENING INDIVIDUAL FIBER AND OC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, o. FIBER SUPPORT FIBER BUNDLES USING 16' VELCRO STRAPS OF THE REQUIRED LENGTH O IV THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEIUNG LINES. ALL CONDUIT TITRES OC. STRAPS SHALL BE W, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL THE FOLLOWING: SMALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL 8E INSTALLATIONS AS MANUFACTURED BY MITOL OR APPROVED EQUAL. D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT TEMPORARILY CAPPED TO PREVENT CONCRETE. PLASTER OR DIRT FROM ENTERING. b. DC: SUPPORT OC BUNDLES WITH ZIP TiES OF THE ADEQUATE LENGTH. ZIP TiES To BE W OF THE PROOF TEST LOAD. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES 13Y GALVANIZED MALLEABLE IRON OUTLINE �101u2PR OR EQUAL WITH TENSILE STRENGTH AT 12,000 PSI As MANUFACTURED BY E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE INSIDENG ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKOUT ON OUTSIDE AND SPECIFICATIONS-III 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS SLABS. STEEI.TiE WRAPS OR STAINLESS STEEL BUTTERFLY CUPS. 8. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED 6000 PRACTICE. SHEET NUMBER 4. BLE INSTALLATION: ELECTRICAL IDENTIFICATION: CABLE e. INSPECT CABLE PRIOR To USE FOR SHIPPING OAMAGE, NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING: CABLE INSTALATiON SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE A UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, APtRW ER ROUTEDIN THE GABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. SP - 3 e. HOIST CABLE USING PROPER HOISTING GRIPS. 00 NOT EXCEED MANUFACTURES RECOMMENDED B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANEUXWW. i N B3 Sprint' Existing RRH (TYp•-2) Existing NV I HO+s14110"QV0.5UlE 00 Antenna IU MAK NJ 07495 to(EOq 337.7"1 Existing NV Al Antenna Existing RRH (TYp•-2) 82 Alpha sector A2 BOSTON HILL (800/1900) Existing Building 320' Seto Sector (Bao BS03XCI su ePROPOECONDITIONS Existing surety SO` Alpha sector Rail 0/1900) 320' A3 S Existing Conditions CONSTRUCTION DRAWINGS IZ7A-- A4pt7/ 11 33 — -- — Existing Safety Existing Safety Typ.) I Roil Roil (Typ.) 0 IMLJm RR O'JSIRL11O'1 I I A ISMO FOR R W I Existing RRH YP-g) Dewben T • eExisting Sprint INSTALL ( ) CABLES (_T Existing Building Sector ALONGSIDE D FOLLOW PATH OF (800/1900) Dewberry Engineers Inc. Equipment Roam At j I EXISTING CABLES) 16V 9806UMMER6TREET A-2 Second F:oor Lever C2 +0TH BOOR 60810",MA 07210 L — — — I Existing NV PHONE:;11111.4'10 _1 Antenna PROPOSED CONDITIONS Cf A ITj A-1 g A�, EXISTING ANTENNA PLAN 2 ( Existing Conditions SCALE N.T.S. B3 s r1 T G..•.�, s Existing Lattice I M15'TALL(3) FIBER CABLES (MOUNT .'+ rr_'11 A1.�II�1 i Tower On Roof ALONMDE AND FOLLOW PA'1TMH OF --•� 10 1 I I I Beta Sector DUSTING CABLES) ! 'I �.1:•f,,;1 > (800/1900) 8 , 1 0' 1 Existing NV Antenna Existing Roof f 82 'I ( "ENGINEER ILAmo-SUPTYOR L� I Al Existing RRH fr 01 A IORE A�CISIC MW FOR .uldl Existing NV Antenna (Yp-2) UCOyzy PROFUNIOna 040040p,10 AL1Bt ms — Existing RRH ALPHA SECTOR A2 (TYP--2) \(2.5 Existing Safety I BETA SO, DRAWN BY: SCA Roil (2.5) REVIEWED BY: MFT Existing Pipe Most Existing Building �Comoro Sector (TO BE REPLACED) (800/1900) A3 CHECKED BY: am 165' INSTALL SPRINT 2.5 GHz A-2 ANTENNA ON EXISTING 3 1 INSTALL SPRINT 2.5 GHz ANTENNA MAST PROJECT NUMBER: 30010307 A� A-6 ANTENNA ON PROPOSED 81 e e ANTENNA MAST JOB NUMBER: 30066288 A4 Existing So1Ra A-4 A-6 ROOF PLAN �1 SITE ADDRESS: SCALE:1'-10' FOR t t'x1T 1'..S' FOR 711-12 INSTALL 2 3 RRH ON EXISTING ANTENNA MAST BEHIND PROPOSED ANTENNA 0 3' +0 5 BOSTON HILL ROAD Existing RRH 2 *WALL 2a RRH ON 1 Existing Building (TYp•-2) A-4 A-6 NORTH ANDOVER, MA 2 t A-4 A-8 BEHINDO�POSED ANTENNA INSTALL 2.S RRH ON ANTENNA MAST Existing NV Antenna 0 1 1 84 E10STIN0 ANTENNA IDT C2 BEHEAD PROPOSED ANTENNA 1. VERIFY PROPOSED AZIMUTHS WITH RF ENGINEER PRIOR TO SHEET TITLE INSTALLATION. 2 EXISTING INFORMATION BASED ON STYE AWIT BY LAVIN e�GAMM 2 SECTOR C1 ANINSTENNALLA SPRINT 2.5 GHz WIRELESS DATED 10.23.13. EXISTING INFORMATION HAS (1631 DANTENNAt MAST°"S'I"" ROOF PLAN & NOT BEEN VERIFIED THROUGH A SITE SURVEY. _ ANTENNA PLANS 3. CONTRACTOR SHALL VERIFY ALL DOS TING& PROPOSED CONOTYIONS D NOTIFY SPRINT Uk BERRY OF ANY SHEET NUMBER OlSCREPANC3E5 PRM)R TO CONSTRUCTION. 4. INSTALL ALL ANTENNAS ASSOCIATED EQUIPMENT PER PROPOSED ANTENNA PLAN ANTENNAS8 STRUCTURAL ASSESSMENT BY ALL-POINTS TECHNOLOGY SCALE: N.T.S. CORPORATION DATED 08.2&14. 3 A— 1 Sprint' _ _ IMIRNATO LLBLVD,sUIEIND Top Of Tower Elev. � 148.03 A.G.L. WWWAH.WmNS 711 PKq 39.7641 w BOSTON HILL BS03XCISS Existing Lattice Tower CONSTRUCTION DRAWINGS 3 1 INSTALL SPRINT 2.5 CH. ANTENMM(1/SECTOR) A-4 A-6 (IM.-3)AON NTENP OPOSED NA MAST C.L. Of Existing/PROPOSED 0 4 mm FOR OD!61RL m Sprint Aho Sector Antennas Elev. - 88.0'3 A.G.L. DC I A 4 IS>M RR RBABN Existing Safety Existing be L (TYp•) Oistriti tionrBox Dewberry@ Roil MISIALL 2.3 RRft e 1 (1/SECTOR) ON Existing Access A-4 A—s PRGPosED rul�►sT 2 N�%c" cote pewberry Engineers Inc. Eley. ing Roof Leve. A_S �4T BABIES)) tit AM BIRff1' Elev. = 85.33 A.G.L. O O 606TON.MAOffitG PHONE:SITABI M Existing Dish Existing BBU ' FOXL617AWMIG Antenna J��'r ,J rLL Existing Chain Link f ry l.l�f Fence (TYP•) Y^ Existing Antenna ,r t Existing BTS « _ � Cabinet tl,.�/_TTE P C.L. Of Existing/PROPOSED Sprint �i�JTE Beto & Gamma Sector Antennas Ak Existing Antenna Elev. = 59.2'3 A.G.L Existing Telco (Typ.) (By Others) Cabinet Existing Power ENGIN URVEYOR Cabinet RETROFIT EXISTING MMBTS CABINET WITH (1) RECTIFIER 3 SHELF. (3) RECITIFIERS, 2.6 R R A VIalA1xN of lAw TOR ANI PE11sON,UMEEs RADIO ACCESS NETWORK (RAN) A-5 Existing Wall 1'NE'r ME ACINfi UlxOfll 7IIE(xAR11oN aF A Existing Window EQUIPMENT! BBU KIT D �70 AUER 7Ms GOWltllr. _ _ _ l DRAWN BY: SCA F REVIEWED BY: MFT I I — — — J FO-4m= By.- MR Existing Sprint Equipment Room At EQUIPMENT PLAN NUMBER: SOOW307 Second Floor Level SCALE 1/4'.1' FOR 11"x17I JOB Nt1MBETC 30066288 //2'=1FOR 225x34' 0' 1• 2' 4' 1 SITE ADDRESS: _Existing Crode 5 BOSTON HILL ROAD Elev. = 0.0'f A.G.L. NORTH ANDOVER, MA 01845 ELEVATION BRIE. SCALE 1'-20• FOR 11'07" SHEET TITLE1. VERIFY PROPOSED AZIMUTHS WITH RF /'-10' FOR 225x34" 0 1 ENGINEER PRIOR TO INSTALLATION. 0• 10' 20 ELEVATION & 2. EXISTING INFORMATION BASED ON SITE AUDIT 1. JUMPERS FROM RRH TO 2.5 ANTENNA SHALL NOT BY IAVIN WIRELESS DATED 10.23.13. EXISTING EXCEED 15'. NOTIFY SPRINT CM OF ANY EQUIPMENT PLAN MIFORMATION WAS NOT BEEN VERIFIED THROUGH A SITE SURVEY. ORCREPAtJC�S 3 CONTRACTOR SHALL VERIFY ALL EXISTING ! 2. PROVIDE MINIMUM 30'EDGE TO EDGE CLEARANCE SHEET NUMBER P ! BETWEEN PROPOSED 28 ANTENNA AND OUSTING PROPOSED CONDITIONS AND NOTIFY SPRINT ANTOiNA DEWBERRY OF ANY DISCREPANCIES PRIOR TO A-2 — ^ CONSTRUCTION. LJ _ _ _ - - - - - Sprint' f I � nawu�.vD.alr�em II -t 1�TIDN W(!TE (FlpER-ONLY_ USE SPARE%GBS Fl= BU AT TOP NY BOX. 1�tE�5PARE R Up 25 ��F Jumpers RRH. DIE+ per BOSTON HILL CONoucTORs INTO EwSTINO Dc BREAKER PANEL PER L H), Y�RINO CONNECTMiY OPTION ( %NYB 'TE sector 8 pr MM F(ber XC OS CONSULT VVffH SPRINT CM TO DETERMINE AppROPRtATE DC CONNECTMIY � v � B503AV7pv CONSUopnON. PLUMBING DIAGRAM ANO DC BREAKER SIZEpeaw f Moduso rvtM1h oKddQor tales I I uprt►InObotts I CONSTRUCTION ORgWINGS I. per Site E�10 pt i FL�t vso f mla2o/4 _ I I I I I 1 taR DaFsnz�oN RFS 2.5 ALU SCENARIO 1 �1 0 4 — A 4 ICED RR IBM SCALE: N T.S. I Dewberry* li a� oewbwq tnginms Inc. Amu immeu 1DTH RAW eosTON. ." x �^� 13, ,..r. dy�g .rte bw pr r ,tis v `P e k F` 1 h s r .-., ,��-,X H �..� s 3,€ F :: a:;,- .,, ,.: ..,,, !� -- Jas• •• i � ppw 1 1 I � s ; gg ,C 4a ...r.. ��.. i asgs"7 "-.�- .,, es: �... � �,...� . M--. , :..:. � � . . .. �� uWrwiwv? : '. `" " `" * , a° R K A vgUllotl o u m 1 1 OIAF�IOM 0I A 1 m I _ x mei Dlbwm�m wen UK 1 -� xw 1 � '�:� 3' '' ':' ' � .�-� ;,3., '� DRAWN By' BOR w, 7 STD-tTE SM . s�rr. _._... �' € � :; PaoaEc► s°o+°a°' I 1 fRJUMPER .:. I 50066295 DC Pa+roWN pibw connectivity JOB NUMBER: Duptox Fkbw CT"TE SM e1y Frw Geewe ex 7500 aW SITE AnDREss am Capacity Exp � Hra�GHde ALU 2.5 CONNECTIVITY �1 5 BOSTON HILL ROAD 3 SCALE NT.S `J NORTH ANDOVER. MA RAN WIRING DIAGRAM:All EQUIPMENT NT 01845 ALU 2.5 ALU SCENARIO 1 �1 s N.Y.& I SHEET T(f1.E I RAN WIRING DIAGRAM I SHEET NUMBER , > A- 3 1. GENERAL CONTRACTE11( CRSHALL VERIFY THAT THE LATEST RF DATA SHEET IS USED FOR EQUIPMENT IN5TAtlATKfN. I 2INIFORMAXION ACE WAS PROODED Of VaW FFORrrN pMERAL INFORMATIONAL pURpOSE3 ONLY WRHOUT RMSION. „AN1JF: ALGTEL-L=EW Sprint' MppEL; TD-RRM 11-25 )* uNaft- 6.1 Wiff Ht 18.6 MYIILN"T11R cmir firm]JNE OEM.- 6.7 81VD.201110 MANUF: RFS MHOU T1]R CELE. i AWA. 3.5 SF M-PqL W 76 5 rim F r cucY7N � STac` +) VAR85 8 AWO 1 1/4 Jg:�g33faMi FlBER ONLY , @AWG 1-1/4' 18@• HWBRIFM yMFFm 325-375• 4 AWO 1-1/4' (SOLAR SJNEID XICLUDED) � HILL RFS HYBRIFLEX RISER CABLE SCHEDULE BOSTON lSO RVWW ate soft c= BS°Q°3XV7 W MN:H@O3a-M12.O50F C= Pairs.To P:outdoor connectors.Bottom:lC 1211 mu1d-mod°fiber W 2t7t 5.60. o s conn/ctom BC bt9.50R 75ft �12 CHANNEL FIBER 01ST. C= I $Q y MN:N@@S@-M12-O'J5F (Auy t�.$) OTY 1 C== 14 O -M - o CONSTRUCTION DRAWINGS (SETA: 140'd:) + (GAMMA: 160'!) r_= + 1132-1301` 175 k L= �+(•) N@p58-M12-175F 200k 12D � ' MN:H@OS8-M32.200F Z 919(8 10 1 / r� e 7 AWG PVC OC WIRE {/ HVbddable SOR OTY 6 �\ \ o 1 MN:HB114-mus-2.0501` \ o 3xBAVMPcwerpelm,l2xmuld-modeflberpNm,Outdoorratedmnnectom&K 75 ft / \lC== FOR 10110 \ 0 �� MN:H6314.06U3 473f lODR O ANN:H81140BU31M22-100' 3 MN:HB114.OBU3M12'125F a MN:N8314-OBU3Mi2.150F 175 R -` BACK VIEW De'1 ro MN:H@114.OBU3M12.175F xo@R `V 20 12D SID_ EVIEW MN:H6114-OBU3M32-xDOF � ALARMALARM01 100 28 09 ° DeWbertYEn0Usum Inv . ,1o.28.19 L GVFIi M CARE 6UIJ8iR all". Ito HYbdd aMa 225 R OVER TAPE 10TH FlOOR MN:H611A-13USM12-2251` CPM POWER @0@TON,MAOl110 JI,6AWG power pel r,12x mulb-mod°fioutdoor be palm, 4 AWG PHONE:M7.M63M �R -_ CMIBRATWN ANTE" PAX:117.626,8610 1 iA MN:H511413U3M12.250F 275 h µ IA • ' �' . MN:N@114-13U9M12-2751` 300h -217;5IB P MN:H@11413U3M12-3001` 12 CHANNEL.FIBER DIST g� �y, 1 IpNNVEfI tads OTY 9 "odd 3258 c;opt 239 i MN:H@1LM21U3M12.325F A�® FIUER 2.5 RRHs Outdoor reled eonneUom 6lJ: RED i 2 reg rTC r' 4 3x 4 AWG power pal r,2211 Mu1hU�=ber pain, Ci �_ •`it"' 1 350 h SLACK-- SCALE:E: T N. S. 3 MN:H@114-21U3Ma-3501` 375- \ /r•%'" a bIN:MBIL6.21U3M22-3751` (�; (, - � BLACK p \`�•� Gam,.-✓, �' r REO RED RFS HYBRIFLEX JUMPER CABLE SCHEDULE (/�,� ::,�¢' 44 Hrorid tamper Casa 5 ft /_\\ ENI URVEYOR (.) MN:HBFO12-113-SFT "Ill026.19� �� 1�✓ �2D f loft OVERTAPE D/IWon NIFyFrt " OF�tN01ML1RTO AL11Tt TIeS:NBF012.113-i5F1 aCIAL 1 I N NO;ii FROAi 2,5 RRH TO 2 5 ANTENNA SHALL NOT EXCEED 15 .SPRINT CM OF ANY DISCREPANCY :1106.2809: DRAWN �. SG i BLACK OVER CORE --•-'- •-''�� a11��a REVS BY: Mr1 1 1 HrbrW bmper Cable Sit V40 : R� MN N8FOS6.OaU1M3-SF3 EAVJO pyt,OC VVIR. M@OM APXVTMI4-C-IZD S N lx a AW 0 Power Pau.311 fnuld-modefiber pairs.Outdoof Ji I.0 Connector'• OTY 6 LR10M: 56,3 CHECKED �' s e�xbl. --- Oft S AWG&6 AWG wpM: 813 y Lsft �` 5&12 LBS 5000307 11 0 AIN,1161:011,11OBuiM3-loF1 WOOHR PROJECT NUMBER: MN:HBFOSB, U1M3-TSF S{ SF AREA: *@ 4 50066268 1 m JOB NUMBER: Jf,t4PER5 FROM 25 RRN'TO 2-5 ANTENNA SHALL NOT EXCEED 15 :217550 :0TIFY SP CY OF ANY DISCREPANCY 12 CHANNELFIBEtt DIST OTY'3 cwm� SITE�� Nrsrid lumPet moble S h M N'N BFOSS•13U 3843•SFl S ft lx 6 AWO paver pair,3.muld•mode fib,,pah s,Outdoor i LC Conn+cton, �_` O O a 5 6caO,e %Oft -.- RF CMAIECTORs O O 5 BOSTON HILL ROAD MN: In. 15V'M3-SOF3 lsft ,D� C>>, ASO IN MN:NBFOSB•13U1M3-SSFi Gj /�j .�� ® NORTH ANDOVER, MA I 11 v - l {Ill L/�� RF aoNHEc�oRs O O O 01845 f0 BUM'tollPERS FRCW 2.5 RRH TO 2.5 ANTENNA SHALL NOT EXCEED 15� ASG OIIT OT1FY SPRINT f.M OF ANY DpSCREPAHCY NrbrM Jumper able s ft MN H6F07a•21U1M3•SF1 PLAN VIEW } S ft,1.4 AWG power pair,3x enuld•mode tlWr palfr.Outdoor 61C Conneetor11, G�J r--� 8 7 Stable IO/t Z 1171297. II111'--�J\)11 6�. 12.6' MN:HBFO78311113-101`1 isft INs oxy-- EQUIPMENT DETAILS-I MN Naf076.21UlM 3.1SF 1 IAL INSTALLATION NOTE SIDE VIEW FRONT VIEW JpM�RSP NTY C12d50FRRH T 055 ANTENNA TEN A SHALL NOT EXCEED 15 SHEET NUMBER FIBER ONLY 2.5 ANTENNA SPECIFICATIONS 3 CM TO CONFIRM HYBRID RISER COLE AND HYBRID JUMPER SCALE: N.T.S. A- 4 1. SPRINT CABS MODEL NUMBERS BEFORE PREPARING BOM. + 2. HYBRID COU AND JUMPER DATA TABLES PROVIDED BY SPRINT AND HAVE NOT BEEN KTEREO OR REVISED• 2 5 HYBRID CABLE X-SECTION AND DATA U,1 - St.AIE: N.T.S. Sprint').* MAWAK TIL Fm W-lul BOSTON HILL BS03XC188 CONSTRUCTION DRAWINGS RETROFIT ExISTINO WITIS CAMET WITH (T) RECTIFIER SHELF, RECRT�ERS. 2s m _ RADIO LS1 ESS NETWORK (RAN) WINMTNT t BBU KIT 0 LWIED FOR amamtcncN CoWmat '" - =" V. � r � D®wherry• Dewberry Wnws Im sme1.0amsmffT .�; ,�... tam ROOR 4 r , xrsrAti _ ��,T 4 ( BATTERIES) y Fr.u.., tE r IVI f g rt n A""OM OF' mer AW Acme mU w OrrPoe mmom u�ae n�E ooa•ws FRONT VIEW FRONT VIEW 0ocumm• aRAWN ew EXISTING EQUIPMENT AREA 1 EXISTING POWER BBU CABINET 2 EXISTING MMBTS INDOOR CABINET scw SCALE: N.T.S. SCALE NTS. SCALE:N.T.S. .� RENEWED BY: MFT CHECKED W.- BBR PROJECT NUMBER 500102107 JOB NUMBER: 50065205 SITE ADDRESS: 5 BOSTON HILL ROAD NORTH ANDOVER, MA 01845 SLEET ME EQUIPMENT DETAILS—II 1 SHEET NUMBER A- 5 I F['TRICAI NOES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF Sprint' THE NATIONAL aECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. ` INSTALL COAX 2 THE ELECTRICAL CONTRACTOR SWU1.COORDINATE ALL CONDUITOIIBEVA�IONIALVD 516E500 Ex'stinq Mounting Pipe JUMPERS ) WITH LOCAL UTILITY COMPANIES'AND SPRIT'CONSTRUCTION yg �_TMI Existing Mounting Pipe 3, ALL COMM ROUTED BELOW GRADE SHALL TRANSITION TO RIGID INSTALL GALVANIZED 1� ELBWWITH RIGID GALVANIZED STEEL CONDUIT ABOE CLL GRI 4. ALL METAL CONDUITS SHAW.BE PROVIDED WITH GROUNDING BOSTON HILL IN OC BUSHINGS. PROPOSED W 25 JUMPER CABLE a GENERAL CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONDUITS BS03XC1 SS ANTENNA RRH INSTALL FlBER (STALL DC POWER/FIBER WITH PLASTIC WARNING TAPE IDENTIFYING CONTENTS.TAPE COLORS LINE (EYP.) PAIR (IYP•) ro SHALT.SE ORANGE FOR TELEPHONE AND RTA FOR ELECTRIC. ADDITIONAL 8. ALL ELECTRICAL ITEMS SHALL BE LLL APPROVED OR LISTED AND HYBRID CABLE MPO MEDUSA SECTORS PROCURED PER SPECIFICATION REQUIREMENTS. INSTALL STRANDED.tINSUL. EA CONSTRUCTION DRAWINGS INSULATED 7. THE ELECTRICAL WORK INCLUDES BY pRNGsAND sPEY;IFlCATi0N5 INCUaAND �FRIG MATERIALS COPPER Exiating NV INSTALL CABLE GROUNDING NIT (TVP AT 3 Hybrillex WCATIONS: TOP, 8017011, AND AT EQUIPMENT) WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SEE RE'S CABLE SCHEDULE FOR SIZE SYSTEM. NL GENERAL CONTRACTOR SWILL PAY FEES FOR PERMITS.AND IS INSTALLi2 SOLA TINNED INSTALL IMPORTANT:IMPORTANT: ONLY VELCRO 51TAP5 RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF HfCW GROUND. EA GROUND KR WAY BE USED ON FIBER. CABLE INSPECTIONS. AND/6 TIES OR TIE WRAP MUST NOT BE INSULATED WITH USED ON FIBER. 0. ELECTRICAL AND TELCO WIRING OUTSIDE A BLALOING AND EXPOSED TO 2 HOLE LANG WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL xisting Antenna a Solid Tinned CONDUITS OR SCHEDULE so PVC WHERE REOU� LIQUID TIGHR�FLEXIBLEMETAL NOBY NMETALLIC AND0 MMMED FTR BCW Copper A ♦ SMA R7CfO31BY Ground Bar (AGB) CONDUITS. _____..-__-.___ �Equlpment ----------- ------------------____ _-_--_-� I 10. CONDUIT SHALL LGround .BE OPPERULE W I PVC. Dewb®sry 11.EIEL"IRKyAI WAKING SHALL.HE/OFFER WITH TYPE XIRHW,THYIM. OR S To Ex�t�ng System Existing Fiber Distribution Panel THIN INSULATION. Dewberry( f18(W$(ITC. 12.RUN ELECTRICAL CONDUIT OR GLUE BETWEEN ELECTRICAL UTILITY FURNISH AND INSTALL(2)1 .3' LIQUID TILE DOAAWA710I POINT AND PROJECT OWNER CELL SITE PPC AS Ia08UMMtBtSTREET CONDUIT FOR FIBER JUMPERS AND DC ' INDICA70 ON THIS DRAWING. PROAIDE FULL LENGTH PULL ROPE 1911TH FLOM CONDUCTORS. SUPPORT CONDUIT AT 24'O.C. I COORDINATE INSTALLATION WITH UTILITY COMPAW. KWfOMA= AND AT VERTICAL-IO-HORRON :MTAgItO TAL BENDS I ' 1 I 13.RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILM FAICMT.0"10 DEMARCATION PONT AND PROJECT OWNER CELL SITE TELL) CABINET „►E}A_h .I AND BTS CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN IMSTAIM TELCO CONDUIT PROVIDE OREENLEE CONDUIT MEASURING TAPE AT OWN 90. r ♦� M 14.FIBER OPT GL FCIRCUITS CAANBD INR/tCEWA DANCE WITH NEC ARTICLE i,I GEI�'1JAtv-q.NCB. S. Exiat'ng ectr:co 1S.COMMUNICATIONS CIRCUITS SNAIL BE IN ACCORDANCE WITH NEC i\t�L S.1 1G. Pone Existing Brooker In g 0 ARTICLE 800-COMMUNICATONS SYSTEMS. �Evi EY;st�n t00A Mo'n Existing PPC C'rcuit Brooker (MCB)!�, i Existing ! '� O _i rom Power ' _______________ AC Load Existing $ourae Center __________-Exiating AC-___ MMBn Exiat'ng Power ------ Equipment 8811 �"�` .f• ` � ^•� ' Ex'sGng SprintCabinet Cabinet 1 >•,�. - "'- - L' ':_w s!,.; Chock Meter ____Existing___ "'-'"-"'------- E G From Telco _._._______ t ______ I t________ _____________ Existing Telco Fiber , N OR RI�y I.L1f(D7,¢dRVEY � 15emorcaton Panel , Exist'ng LOOM Moen ' I Disconnect ..., 1 Interconnect 1 '_� rt � M DIROCIIIIIIN mus ' Conduit ' ' : EIR TO ALTER THS t----------------- � r"", PI17fE�WILO0CIIRM. i______________-____-__-_-_ Existing Master f UCk71iFD . `-- --"----_ _--------------------__ Ground Bar (MC8) -------- --- � � BY: 12 Solid Tinned Copper To Existing Existing Grounding Connection .-° DRAWN SGA To Existing Grounding Grounding System System t-----------------� REVIEWED BY-. MFT CHECKED W. BBR PROJECT NUMBER: 50010307 JOB NUMBER: 90066288 SYMBOL LEGEND TYPICAL POWER AND r SITE ADMM: • DCOTHEBMIC CONNECTION GROUNDING ONE LINE DIAGRAMS - f SCALE: N.T.S. MECHANICAL CONNECTM HILL ON AD p CAE GROUNDING ADRIFT ANDOVERRO BLMA j 01845 SHEET TIRE rzt ONE LINE DIAGRAM SOUNWE 10.231 rr l SHEET NUMBER EXISTING PPC j SCN.E: N.T.S. E- 1 PROTECTIVE GROUNDING SYSTEMS GENERAL NOTES: S p ri me 1. GRWNZIM SHALL BE IN ACCORDOMCE WITH NEC ARTICLE 250—GROUNDING AND Existing Master BONDING. Ground Bar (MGB) 2. GROUNDING SHALL BE IN ACCORDANCE WITH SPRINT SSE1D DOON�NTS 3.01&02.004 1N116lNAAONMRVD.3UlErIOD 'BONOING,'GROUNOING AND TRANSIENT PROTECTION FOR CELL STIES'AND 3.01&10.002 MAHWAM Nlm4Fs Existing Equipment 'SITE RESISTANCE TO EARTH TESTING'. TB WODN m•7641 Ground Bar (ECB) 3 PROVIDE GROUND CONNECTIONS FOR ALL METALLIC STRUCTURES, ENCLOSURES. RACEWAYS AND OTHER CONDUCTIVE ITEMS ASSOCIATED WITH THE INSTALLATION OF eexx�es. CARRIERS EQUIPMENT. SYMBOL LEGEND 4. GROUND CONNECTIONS: CLEAN SURFACER THOROUGHLY BEFORE APPLYING GROUND LUGS BOSTON HILL BBU EXPANSION OR CLAMPS IF SURFACE S COATED, REMOVE THE COATRUi,APPLY A NON—CORROSIVE ■ EXOTHERMIC CONNE7C710NAPPROVED COMPOUND TO CLEAN SURFACE AND 1NSGLL LUGS OR CLAMPS. WHERE 8S03XC188 Existing #2 Stranded, GALVANIZING IS REMOVED FROM METAL. IT SHALL BE PANTED OR TOUCHED UP WITH 0 MECHANICAL CONNECTION Insulated Copper (TYp•) RFOS) 'GALVAMOX'OR EQUAL S. ALL GROUNDING WIRES SFOLLL PROVIDE A STRAIGHT, DOWNWARD PATH TO GROUND WITH GRADUAL SENDS AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY ❑ CABLE GROUNDING KIT BENT. INSTALL HYBRIFLEX CONSTRUCTION DRAWINGS (FIBER AND POWER OR Existing & ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUCTORS UNLESS NOTED OTHERWISE, ALL FIBER ONV AND CABLE Bou Cabinet AND PVC�bURS SHALL BE PVC TYPE(NON CON —_ BONDING CONDUCTORS ARE /2 O NDINC TOTGROUNDING CONDUCTOR. FdRY DO AROUND USE METAL BRACKETS OR SUPPORTS WHICH WOULD A COMVLETE RING AROUND ANY SOLID TINNED BCW. 7. ALL GROUND WIRES SHALL BE/2 SOLD TINNED BCW UNLESS NOTED OTHERWISE Existing Fiber FURNISH AND INSTALL 1 2' LIQUID 71TE & PP OVID DE TO DEEDIG1� COPPER GROUND WIRE FROM EACH ANTENNA MOUNTING Distribution Box CONDUIT FOR FIBER OC CONDUCTORS, CIGHE ANO ALARM. SUPPORT CONDOR AT 24'O.C.AND 9. GROUND ANTENNA BASSES, FRAMES, CABLE RACKS,AND OTHER METALLIC COMPONENTS 04 FAIRON91ILICTION MMBTS AT VERTICAL TO HORIZONTAL BENDS WITH }2 INSULATED TINNED STRANDED COPPER GROUNDING CONDUCTORS AND CONNECT A 5=Mm FOR IBM TO INSULATED SURFACE MOUNTED GROUND BAILS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING, FURNISH AND INSTALL 2 1.5' LJQIXD 10.EACH EOUIPMENT CABINET SHALL D■OONNECTED TO THE WASTER ISOLATION GROUND Dewberry• TRE CONOIXT FOR JUMPERS �N(MW WrFH �2 SOUD 71NNW BCW EQUIPMENT CABINETS WALL HAVE (2) AND OC CONDUCTORS, SUPPORTT � I ECTIDNS CONDUIT AT 24'O.C. AND AT Dewberry FTiQITHN3TB Inc VERTICAL—TO—HORIZONTAL BENDS 11.GROUND HYBRIFLEX SHIELD AT TOP. BOTTOM AND AT TRANSITION TO HYBRIFLEX JUMPER TOP HAT OR CABLES AT EQUIPMENT CABINET ENTRANCE USING MANUUFACRJRRER'S GUIDELINES. WHEN 2606UMMEFIwrr&Er GROWTH CABINET HYBRIFLEX CABLE E]LCEEOS 200'. GROUND AT INTERVALS NUT EXCEEDING 100' ROM FLOOR Existing 008TOK MAQMO EXPANSION Grounding System (REFER TO RAN 12.THE CONTRACTOR SHALL VERIFY THAT THE EXISTING GROUND BARS WIVE ENOUGH PHOIN@ n7.t%8100FAX:617ATF{.i910 EQUIPMENT RFOS) SPACE/HOLES FOR ADITIONAL TWO HOLE LUGS ' 1 13.EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL • OTHERWISE THE CONNECTION SHALL BE MADE USING COMPRESSION 1YPE-2 HOLES. , �Lt S B LONG BARREL.LUGS OR DOUBLE CRIMP V CLAMP. THE COPPER CABLES SHILL BE 4, Li COATED WITH AN ANTI—OXIDANT(THOMAS BETTS KOPR—SHLD) BEFORE MAKING THE '� +r CRIMP CONNECTIONS THE CONTRACTOR SHAT F40UJDW MANUFACTURER'S RECOMMEHDEO TORQUES ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS. h1Y CEIIJAMIN C. ,. FEVx-TTE 14.AT ALL MWWA71OW AT WUPMENT ENCLOSURES. PANEL, AND FRAMES OF EQUIPMENT NOTE: WfBRIFIEX (FIBER AND POWER)AND HYBRIFLEX (FIBER—ONLY) AND WHERE EXPOSED FOR GROUNDING. CONDUCTOR TERMINATION SHALL BE PERFORMED as SHOWN. REFER TO RAN EQUIPMENT RFOS FOR SITE SPECIFY SCENARIO. UTILZINAPf TWO INO HOLE SCREWS TW TONGUE COMPRESSION TYPE LUGS WITH STAINLESS STEEL ,0 2.5 RAN EQUIPMENT GROUNDING SCHEMATIC 15.THE MASTER GROUND BAR (MOB) SMALL BE MADE OF BARE 1/4'x2•COPPER (FOR OUTDOOR APPLICATIONS IT SMALL BE TINNED COPPER)AND LARGE ENOUGH TO r w•r r SCALE: N.T.S. ACCOMMODATE THE REQUIRED NUMBER OF GROUND CONNECTIONS. THE HARDWARE /4 OR/g AWG SOLED CU CONDUCTOR WITH SECURINGIT FASTENED.IS M ELECTRICAL I SULATE THE MGD FROM ANY STRUCTURE TO /y. p� YOR GREEN. 60110,THWNI-2 INSULATION I 16.ALL BOLTS, WASHERS,AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE IT 0 A MOLATM OF RAF FOR AW PUWK WUSS STAINLESS STEEL_ VICIN 70 ALTO M EXIWAGF GROUNDING OR ON ' ' 17.ALL GROUNDING CONNECTIONS SHALL BE COATED WITH A COPPER SHIELD oocurOFr. ON AMENIA TOWER ANTI—CORROSIVE AGENT SUCH AS T&S KOPR SHIELD.VERIFY PRODUCT WITH SPRINT CONSTRUCTION MANAGER. I DRAWN BY: SCA 1&FOR NEW OR REPAIRED GROUNDING EQUIPMENT. REFER TO SPRINT GROUNDING R7TfERMAI TOOTHED BUTT CONDUCTOR AND FOLLOWING (SUPPLEMENTS): RENMF REVIEWED BY: T INSULATION UP AGAINST —AMR—THEFT UPDATE TO SPRINT GROUNDING DATED 06-24-12 (OR CURRENT VERSION) 3/8'0nrl 1/2' THE CONNECTOR BARREL —SPRINT ENGINEERING LETTER EL-0504 DATED 04-20-12 (OR CURRENT VERSION) ONECKW or. BN ® ® ® ® ® ® ® ® ® ® INSPECTION WINDOW PROJECT NUMBER: 50040307 S/S NUT REQUIRED FOR ALL COLD SHRINK OR INTERIOR TWO--HOLE APPROVED EQUAL ® S/S LOCK WASHER CONNECTORS JOB NUMBER: 30066268 S/S FLAT WASHER SITE 1' MIN TWO HOLE SPA)E TO BE USED TO CONNECT TO GROUND BAR APPLY NO—Ox 5 BOSTON HILL AD NORTH ANDOVER,MA 1/4'MIN 01845 NOTES GROUND BAR 1. APPLY NO—OX TO LUG AND 13AR CONTACT SURFACE. DO NOT COAT INLIE LUG. S/S FLIT WASHER 2.IF =LEN GROUND BARS ARE ENCOUNTERED. CONTACT SPRINT CM S/S BOLT(1 OF 2) APPROVED QI AL SHEET TIME FOR REPLACEMENT THREADED ROD KIT. 4 TINNED COPPER GROUNDING GROUNDING DETAILS BAR & NOTES INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR TWO HOLE LUG SKEET NUMBER SCALE N.T.S. 2 SCALE N.T.S. 3 E- 2