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Building Permit #852-14 - 300 CHESTNUT STREET 5/1/2018
O`No oT a gti0 BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION - Permit NO: �—�� Date Received ACHUS���� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION -J( ���, 5�out .5j Print PROPERTY OWNER Print MAP NO: PARCEL:Lt 4 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 g'Alteration No. of units: -Commercial ❑ Repair, replacement ❑Assessory Bldg )®-Others: ❑ Demolition ❑ Other Ce!, ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District LI-Water/Sewer r AAIV, a 3 neer �ec�n�noloau c�v� e►nv�a� .e�ls�tly� ell 1 ' � v �2T4 C vim- 4-1114 (2, I111"43 Identification Please Type or Print Clearly) OWNER: Name: � Phone: Sco lq-u3&r/ Address: 33 & o5k RockaJe u& 3ZO M q,�6 is -7. CONTRACTOR Name: Phone: c,c :� -w I r ��, °i Address: 5,� �,�� >Sj'. t y„ {, 4_�� t�'lE.� h,t ti, . �� < < 7c,Z Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER true( L Phone:_ 7�-��7 -55� Address: 1C<00 OSgroj --'4- ^lo&m- (hwA�, .TAyL-Reg. No. 116`72ca FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $_ (fir C FEE: $ &)!)- Check No.: ��2,?6 Receipt No.: 1� 1t NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner� -J-,�t� ,, Signature of contract TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print, PROPERTY OWNER Print 100 Year Old Structure yes no =��7 PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no .TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family [I Addition [I Two or more family 11 Industrial [I Alteration No. of units: ❑ Commercial ❑ Repair, replacement [IAssessory Bldg El Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: Address: L r's Construction License: Exp. Date: rovement License: Exp. Date: c 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 vwner. Signature of contractor Agent/O Plans Submitted Li Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans Location No. � Date {'T . - TOWN OF NORTH ANDOVER • • Certificate of Occupancy $ Building/Frame Permit Fee $ O �� Foundation Permit Fee $ , Other Permit Fee $ TOTAL $ Check# 2 G ` I r ' Building Inspector - -Plans Submitted Plans Waived.❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE_OF:SEWERAGEDISPOSAL" Public Sewer Tanning/Massage/Body Art Q... Swinirnmg Pools ❑ Well ❑ Tobacco Sales 0 Food Packaging/Sales ❑ Brivate(septic tank, etc._ � Permanent Dumpster on Site THE..FOLLOWING SECTIONS FOROFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED: . DATE.APPR:OVED PLANNING & DEVELOPMENT` ❑ ❑ COMMENTS _CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature .COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection lSignature Da#e Driveway Permit DPW Tow; Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT = Temp Dumpster on site yes no Located-at 124 Mair Street. -Fire Department signatureldate COMMENTS r .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-.Ch'apter166-Section 21A--F and G min.$100-$1000.fine NOTES and DATA— For department use El Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department The fol.awing is a list of the required.forms to be filled out-for:the appropriate permit to be obtained. Roofh,g, Siding, Interior Rehabilitation Permits u Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And%Or G.S. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster.permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all caws if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apt),?al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.+ted with the building application Doc: Doc.Building Permit Revised 2012 NORTH Town of 2Andover O �•. OL KE h ver, Mass, GL a2 a?, tj COC MIG M!WICK S V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System �BiA Prbf.ice.4i es �THIS CERTIFIES THATBUILDING INSPECTOR ........................... .... ..................................................................................... has permission to erect .................. buildings on ,3ao......... e�� Foundation Rough .. to be occupied as � .�Q�"� r T t *'!�'� ��'"�`�'� y provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI TARTS Rough Service ...................... ................. ./.���r:�t/�.../.....::::-:::: Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SBA May 23, 2014 Mr. Gerald Brown Inspector of Buildings Building Department Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Sprint Antennas @ 300 Chestnut Street, North Andover, MA Sprint Site#NV2.5_BS23XC422 Dear Mr. Brown: Enclosed, please find a building permit application and related materials for the above-referenced existing telecommunications site. Also enclosed is a check in the amount of$180 to cover fees for same. Please let me know if you have any questions,or need anything further. Otherwise, if you would kindly forward the issued Permit to us in the enclosed SASE, it would be greatly appreciated. Thank you, Kri Pelletier Property Specialist 1 SBA COMMUNICATIONS CORPORATION 33 Boston Post Road West Suite 320 Marlborough MA 01752 508.251.0720 x 3804+T 508.251.1755+IF 203.446.7700+C kpelletier sbasite.com SBACO-1 OP ID: NC CERTIFICATE OF LIABILITY INSURANCE DA03120/2014Y) 03/20/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Henderson Brothers,Inc. PHONE FAX 920 Ft Duquesne Blvd A/c No Ext): A/C,No): Pittsburgh,PA 15222 E-MAIL Clem J.Wandrisco,III ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers Property Casualty Co 25674 INSURED SBA Communications Corporation INSURER B:The Charter Oak Fire Ins.Co. 25615 Thomas Hunt, Esquire 5900 NW Broken Sound Parkway INsuRERc:St Paul Fire&Marine Ins Co 24767 Boca Raton, FL 33487 INSURER D:Illinois Union Insurance Compa 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. /NSR LICY EFF POLICY EXP B LTR TYPE OF INSURANCE POLICY NUMBER MM/DDIIYYYY) (MMIDD/YYYY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 900,00 DAMAGE TO Rr= A X COMMERCIAL GENERAL LIABILITY TJEXGL474M813814 03/15/2014 03/15/2015 PREMISES Ea occurrence $ 900,00 CLAIMS-MADE rx-1 OCCUR MED EXP(Anyone person) $ N/A X $100,000 SIR PERSONAL&ADV INJURY $ 900,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY I X I PRO LOC $ AUTOMOBILE LIABILITY (CEO,M.ccident SINGLE INGLE LIMIT $ 1,000,00 A X ANY AUTO TJCAP474M814A14 03/15/2014 03/15/2015 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS Exx NON-OWNED PROPERTY DAMAGE $ AUTOS PERACCIDENTX $5000 COMP $5000 COLL 1 $ X UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 25,000,00 C EXCESS LIAB CLAIMS-MADE ZUPISN3740514NF 03/15/2014 03/15/2015 AGGREGATE $ 25,000,00 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION X I WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N TC20UB475M437814(AOS) 03/15/2014 03/1512015 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? FN] N/A A (Mandatory in NH) TRJUB475M438A14 03115/2014 03/15/2015 E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 D PROFESSIONAL COOG24641800004 03/15/2014 03/15/2015 CLAIM/AGG 5,000,00 POLLUTION SIR 100,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION FYIBLAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR INFORMATIONAL PURPOSES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Clem J.Wandrisco,III ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts - Department of Iiedustrial Acddents O,f"ree of Investigations IF 600 Washington street Boston,MA 02111 www.massgov/dia Workers'Compensation Insurance Affidavit:Builders/ContractorslElethidims/Plumbers scant Information Please Print Leffibly Natne(Bus;nes=/prgujlrlu aw vidtw): SBA Communication Coroorntion Address. 5900 Broken Sound Parkway City/State/Zip: Boca Baton FL:33487 Phone#: 508-366-5505 Are yatt an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 750 4. ❑I am a general contractor and I 6. ❑New construction employees(full and/or part time).• have hired the sub-contractors 2.El 7.I am a sole proprietor or partner- listed on the attached sheet.* ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. []Building addition [No workers'comp.insurance 5. [1 We are a corporation and its IO.[]Electrical repairs or additions required.] officers have exercised their 3.❑I am a homeowner doing all work right of exemption per MGL 1 L[]Plumbing repairs or additions myself[No workers'comp, c.152,§1(4),and we have no 12-E]hoof repairs insurance requited.]t employees.[No workers' Telecommunications comp.insurance required] 13.�' Other 'Any appiicaatthat chocks box#1 mwtaho fin oat deetec imboknvsbowtag dxk worker'cotapwcsawnpolicylofo®atioa tHmwwmmv4wnbmittbisaffxlavitfiWmfmgffieyaedDicSallworkmdthenhereaatsidcamztimctmsmtatsabmitaoewaffidavit indicatingands. =Conhaeeors ffist che&this bar moat attached an additional sheet ahowmg the ttamo of the sob-aonhactocs and thm wo&='comp•policy moa Ian an employer that is providing workers'compensadan insurance for my,agployeea Below is the polky and Job site Informadon. b a ace Company Name: Henderson Brothers Inc. TC20UB475M437814(AOS) Policy#or Self-ins_I-xa#: TRJUB475M438A14 -Expiration Date: 03/15/2015 Job site Address: ?UQ City/Stateaip: K)or4n 6 oLer. Q1g'1� Attach a copy of the workers'compensation policy declaretion page(showing the policy number and eq*wfion 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$1,5M.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 vmifrcation. Ido hereby cerhffy under ir andtrralties of perjury that the Lrfarma8on phvrldid abrwe is true and carnet Shmature: Z phone#; .2 .0720 x 3801 O.8kIl l use only. Do not write in iris area,to be completed by city or town o daL City or Town: PermitfUcense# Issuing Authority(circle one): 1.Board of Health 2.Ballding Department 3.Cityfl'own Clerk 4.Electricai Inspector S.Plumbing.Inspector 6.Other Contact Person: Phone#: i U _ T Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supenisor y License: CS-076934 k i IS JEFFREY S STEMERG,-- 26 CHURCH ST n s WESTBOROUGR MA LA158 , Expiration Commissioner 03/28/2016 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991M )of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information Visit: www.IVIm.Gov/DPS e FDH Engineering,Inc.,6521 Meridien Drive Raleigh,NC 27616,Ph.919.755.1012 Structural Analysis for SBA Network Services, Inc. 152'Guyed Tower SBA Site Name: North Andover SBA Site ID: MA01085-A-10 Sprint Site ID: BS23XC422 FDH Project Number 1426661400 Analysis Results Tower Components 97.1% Sufficient Foundation t 100.0% Sufficient Prepared By: Reviewed By: .10 Mark S. Girgis, EI Dennis D.Abel, PE Project Engineer Director of Structural Engineering MA PE License No.45976 FDH Engineering, Inc. 6521 Meridien Drive Raleigh, NC 27616 o ABEL (919)755-1012 U STRUCTURAL info@fdh-inc.com No.459769 �v FcrsTEP� �Fssiov L as--O&-z&IV May 6,2014 Prepared pursuant to ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Document No.ENG-RPT-503S Revision Date:07/05/11 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6,2014 TABLE OF CONTENTS EXECUTIVESUMMARY............................................................................................................................................................3 Conclusions............................................................................................................................................................................3 Recommendations.................................................................................................................................................................4 APPURTENANCE LISTING 5 RESULTS...................................................................................................................................................................................6 GENERALCOMMENTS............................................................................................................................................................9 LIMITATIONS.............................................................................................................................................................................9 APPENDIX...............................................................................................................................................................................10 I Document No.ENG-RPT-503S Revision Date:06/17/11 2 1 � Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6,2014 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed a structural analysis of the existing guyed tower located in North Andover, MA to determine whether the tower is structurally adequate to support both the existing and proposed loads pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, the member sizes, geotechnical data, and foundation dimensions was obtained from: ❑ URS Greiner(Job No.0535525.03) Existing Tower Elevation and Layout dated October 7, 1998 ❑ FDH Engineering, Inc. (Project No. 04-0333E) Dispersive Wave Propagation Testing of an Existing Tower Foundation dated April 14, 2004 ❑ Geotechnologies, Inc. (Project No. 1-04-0498-EA) Report of Subsurface Investigation dated April 23, 2004 ❑ Sterling Engineering (Project No.061-575)tower reinforcement drawings dated May 25, 2004 ❑ Sterling Engineering (Project No.061-697) Structural Analysis Report dated February 17,2005 ❑ FDH, Inc. (Project No. 10-04106T T3)Anchor Mapping Report dated November 24, 2010 ❑ FDH Engineering, Inc. (Project No. 11-05129E S2) Modification Drawings for a 152' Guyed Tower dated January 23, 2012 ❑ FDH Engineering, Inc. (Project No. 11-05129E S2) Post Construction Inspection Report dated April 10, 2012 ❑ FDH, Inc. (Job No. 12-01044TC1)TIA Inspection Report dated April 12, 2012 ❑ FDH Engineering, Inc. (Project No. 1462EJ1400) Modification Drawings for a 152' Guyed Tower dated May 5, 2014 ❑ SBA Network Services, Inc. The basic design wind speed per the ANSIITIA-222-G standard is 110 mph without ice and 40 mph with 1" radial ice. Ice is considered to increase in thickness with height. Furthermore, this structure was analyzed as a Class II structure, with a topographical factor of 1, and Spectral Response Accelerations of Ss = 0.324 and S, = 0.074. The structure is located in a transition zone between Exposure Categories B and C and,as such,the value of Kz has been corrected using the method as defined in ASCE 7-05 Section C6.5.6.6. Note: Per Section 2.7.3 of the ANSIITIA-222-G standard, the seismic/earthquake loading effects can be ignored if spectral response acceleration at short periods (Ss) is less than or equal to 1.00. The tower's location mandates a design Ss of less than 1.00,thus seismic loading was not considered as part of the analysis of this structure. Conclusions With the existing and proposed antennas from Sprint in place at 130.4 ft and 130 ft, the tower meets the requirements of the ANSIITIA-222-G standard provided the Recommendations listed on the following page satisfied. Furthermore, provided the foundations were modified per Sterling Engineering's modification drawings (see Sterling Project No. 061-575) and FDH Engineering, Inc. modification drawings (see FDH Project No. 11-05129E S2), and utilizing the existing soil parameters(see GI Project No. 1-04-0498-EA), the foundations should have the necessary capacity to support the existing and proposed loading. For a more detailed description of the analysis of the tower, see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate(i.e., the steel data, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Document No.ENG-RPT-503S Revision Date:06/17/11 3 1 t Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6,2014 Recommendations To ensure the requirements of the ANSIITIA-222-G standard are met with the existing and proposed loading in place, we have the following recommendations: 1. Feed lines should be installed as shown in Figure 1. 2. RRU/RRH Stipulation: The equipment may be installed in any arrangement as determined by the client. 3. The modifications listed in the FDH Engineering, Inc. (Project No. 1462EJ1400) Modification Drawings for a 152' Guyed Tower dated May 5, 2014 must be installed as specified for this analysis to be valid. Document No.ENG-RPT-503S Revision Date:06/17/11 4 1 , Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6 2014 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from the layout, FDH Engineering, Inc. should be contacted to perform a revised analysis. Table 1 -Appurtenance Loading Existing Loading: Antenna Mount Elevation(ft) Description Feed Lines Carrier Elevation(ft) MountType 159.5 (1)7.75'x1.7"o Omni --- Direct 159.2 (1)Scala OGB9-900K Omni (1)1-114" Arch1 Pipe Mount 158.2 (1)7'-10"x0.93"o Omni (1)1/2" -- 152 (1)Pipe Mount — – — (1)Pipe Mount 144 (3)Andrew VHLP2.5 Dishes (4)1/2" 1 Andrew VHLP1 Dish 3 718" Clearwire 142 (3)Argus LLPC310R ( ) (3)Standoffs 140 (2)2"Flex 3 Samsung 2.5 GHz RRHs (2)RFS APXVSPP18 (1)Powerwave P40-16-XLPP-RR-A (3)Alcatel Lucent 2500 MHz RRHs (4)1-1/4" 130 (3)Alcatel Lucent 1900 MHz RRHs Hybrid Sprint 130 (3)12'T-Frames (3)Alcatel Lucent 800 MHz RRHs (3)Alcatel Lucent 800 MHz Filters 4 RFS ACU-A20-N RETS 124 (1)11'x1.25"o Omni (1)1/2" WBZ (6)Kathrein 800-10121 (3)Kathrein 800-10766 (12)1-5/8" (3)CSS DUO1417-868-00 (1)3/8" 119 (3)12.5'T-Frames 120 (12)Powerwave LGP21401 TMAs (2)DC Power New Cingular (6)Ericsson RRUS11 RRUs (1)Fiber (1)Raycap DC6-48-60-18-8F Surge Arrestor (1)3"Conduit 1 PCTEL TMG-HR-26N GPS (6)Commscope LNX-6515DS (6)Commscope HBX-6516DS (12)1-5/8" 110 (3)Alcatel Lucent RRH2x40-AWS RRHs (2)1-518" Verizon 110 (3)T-Frames (3)Alcatel Lucent 9442 RRHs Hybrid (Assumed CAAA=19.83 ft2 ea.) 2 RFS DB-131-6C-12AB-0Z Distribution Boxes 100 12 Swedcom SE 9012 12 1-518" 100 — _ __ 97 (1)13.5'Plafform w/Handrails 55.5 1)Channel Master 1.2M-1 Dish (1)1/4" Arch 54.5 (1)2'Standoff Proposed Loading: I - rr- • . •- Elevation'(ft)z— Elevation(ft) 130.4 (3)RFS APXVTM 1 4-C-120 (1)5/8"Fiber 3 Alcatel Lucent TD-RRH8x20-25 RRHs (2)RFS APXVSPP18 (1)Powerwave P40-16-XLPP-RR-A (3)Alcatel Lucent 2500 MHz RRHs (4)1-1/4" Sprint 130 (3)12'T-Frames 130 (3)Alcatel Lucent 1900 MHz RRHs Hybrid (3)Alcatel Lucent 800 MHz RRHs (3)Alcatel Lucent 800 MHz Filters 4 RFS 4"x 2"x 3.5"RETS Document No.ENG-RPT-503S Revision Date:06/17/11 5 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6,2014 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2-Material Strength Member .- Yield Strength Legs 517k-97 Bracing 36 ksi Table 3 displays the summary of the ratio (as a percentage) of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable. Table 4 displays the maximum foundation reactions. Table 5 displays the maximum antenna rotations at service wind speeds(dishes only). If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided, deflection and rotation were not taken into consideration when performing this analysis. i See the Appendix for detailed modeling information. Table 3-Summary of Working Percentage of Structural Components Section Elevation Component .- T1 152-146 ---=e-g P2.5x.276 GR 21.3 Pass Diagonal L21/2x21/2x7/16 6.1 Pass Horizontal L31/2x4x7/16 1.0 Pass Top Girt L31/2x4x7/16 3.8 Pass Bottom Girt L31/2x4x7/16 0.9 Pass Guy A@1 51.5 61.185 de 3/4 38.8 Pass Guy B@151.5 61.185 de 3/4 39.2 Pass Guy C@151.5 61.185 de 3/4 38.0 Pass Torque Arm To 151.5 L3x3xl/4 10.6 Pass Torque Arm Bottom 151.5 L3x&1/4 45.5 Pass T2 146-141 Leg P2xo.30 GR 45.1 Pass Diagonal L2x2xl/4 66.6 Pass 68.8 b Horizontal P2x.218 2.8 Pass Top Girt P2x.218 9.8 Pass T3 141 -136 Leg P2x0.30 GR 66.4 Pass Diagonal L1 3/4113/43/16 79.5 Pass 95.2 b Horizontal P2x.218 2.3 Pass Bottom Girt P2x.218 4.6 Pass T4 136-126 Leg P2xo.30 GR 90.9 Pass Diagonal L1 3/4113/43/16 76.4 Pass 89.9 b Horizontal P2x.218 3.1 Pass Top Girt P2x.218 4.3 Pass Bottom Girt P2x.218 2.1 Pass T5 126-116 Leg P2x0.30 GR 97.1 Pass Diagonal L1 3/413/43/16 46.1 Pass Document No.ENG-RPT-503S Revision Date:06/17/11 6 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6,2014 Section •n Component Pass Size %Capacity No. • Fail - 52.0 b Horizontal P2x.218 4.3 Pass Top Girt P2x.218 1.8 Pass Bottom Girt P2x.218 3.0 Pass T6 116-111 Leg P2x0.30 GR 93.4 Pass Diagonal Ll 3/4113/43/16 48.0 Pass 56.9 b Horizontal P2x.218 3.2 Pass Top Girt P2x.218 3.0 Pass T7 111 -108.5 Leg P2x0.30 GR 82.1 Pass Diagonal L13/4x13/4x3/16 73.4 Pass 83.6 b Horizontal P2x.218 4.3 Pass T8 108.5-106 Leg P2x0.30 GR 72.9 Pass Diagonal L2x2xl/4 66.2 Pass 66.5 b Horizontal P2x.218 4.6 Pass Bottom Girt P2x.218 7.1 Pass T9 106-96 Leg P2x0.30 GR 67.1 Pass Diagonal L2x2xl/4 70.0 Pass 71.3 b Horizontal P2x.218 2.3 Pass Top Girt P2x.218 7.0 Pass Bottom Girt P2x.218 19.3 Pass Guy A@96.1667 61.718 de 3/4 52.6 Pass Guy B@96.1667 61.718 de 3/4 53.9 Pass Guy C@96.1667 61.718 de 3/4 50.8 Pass Torque Arm To 96.1667 L3x3xl/4 25.4 Pass Torque Arm Bottom 96.1667 L3x3xl/4 59.4 Pass T10 96-90 Leg P2.5x.276 GR 56.6 Pass Diagonal L21/2x21/2x7/16 14.9 Pass Horizontal L31/2x4x7/16 11.0 Pass Top Girt L31/2x4x7/16 5.5 Pass Bottom Girt L31/2x4x7/16 5.8 Pass T11 90-80 Leg P2x0.30 GR 69.7 Pass Diagonal L1 3/4113/43/16 45.0 Pass Horizontal P2x.218 2.3 Pass Top Girt P2x.218 4.1 Pass Bottom Girt P2x.218 1.7 Pass T12 80-70 Leg P2x0.30 GR 70.5 Pass Diagonal L1 3/4113/43/16 33.6 Pass Horizontal P2x.218 2.3 Pass Top Girt P2x.218 2.1 Pass Bottom Girt P2x.218 1.3 Pass T13 70-60 Leg P2x0.30 GR 72.2 Pass Diagonal L1 3/413/43/16 29.3 Pass _. ...__ Horizontal P2x.218 2.4._ Pass Top Girt P2x.218 1.3 Pass Bottom Girt P2x.218 1.5 Pass T14 60-50 Leg P2x0.30 GR 74.5 Pass Diagonal L1 3/413/43/16 41.0 Pass Horizontal P2x.218 2.4 Pass Top Girt P2x.218 2.1 Pass Bottom Girt P2x.218 2.1 Pass T15 50-40 Leg P2x0.30 GR 83.7 Pass Diagonal I L1 3/41 3/4x3116 48.5 Pass Document No.ENG-RPT-503S Revision Date:06/17/11 7 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6 2014 Section •n Component Size %Capacity Pass No • •• - • • Fail - Horizontal P2x.218 2.8 Pass Top Girt P2x.218 2.9 Pass Bottom Girt P2x.218 8.2 Pass -Guy A@40.1667 1/2 32.4 Pass -Guy 8@40.1667 1/2 32.1 Pass Guy C@40.1667 1/2 31.9 Pass T16 40-30 Leg P2x0.30 GR 80.6 Pass Diagonal L1 3/4113/43/16 31.6 Pass Horizontal P2x.218 2.8 Pass Top Girt P2x.218 3.4 Pass Bottom Girt P2x.218 1.7 Pass T17 30-20 Leg P2x0.30 GR 82.2 Pass Diagonal L1 3/4113/43/16 23.3 Pass Horizontal P2x.218 2.8 Pass Top Girt P2x.218 1.4 Pass Bottom Girt P2x.218 1.3 Pass T18 20-10 Leg P2x0.30 GR 84.2 Pass Diagonal L1 3/4113/43/16 18.7 Pass Horizontal P2x.218 2.9 Pass Top Girt P2x.218 1.1 Pass Bottom Girt P2x.218 1.2 Pass T19 10-0 Leg P2x0.30 GR 86.5 Pass Diagonal L1 3/4113/43/16 25.8 Pass 26.1 b Horizontal P2x.218 3.0 Pass Top Girt P2x.218 1.3 Pass Bottom Girt P2x.218 6.6 Pass Table 4-Maximum Base Reactions Current Analysis* Modification re • Reaction Horizontal Vertical Overturning Horizontal Vertical Overturning Tower Base 2 k 117 k 47 k-ft 40 k 274 k 111 k-ft Inner Anchor*** 27 k 25 k - - Outer Anchor 19 k 19 k 28 k 28 k - *Current analysis reactions are within an allowable factor of 1.35 when the original design reactions are based on an allowable stress design per ANSI/TIA-222-G. **Modification design reactions capacities determined by Sterling Engineering and Design Group,Ltd.(Report No.061-697)Structural Analysis Report dated February 17, 2005. ***Inner Anchor determined adequate per independent analysis. Table 5-Maximum Antenna Rotations at Service Wind Speed(Dishes Only) Centerline Elevation Tilt* Twist* Antenna 144 (3)Andrew VHLP2.5 Dishes 0.1080 0.0297 1 Andrew VHLP1 Dish 55.5 1 Channel Master 1.2M-1 Dish 0.0498 0.0331 *Allowable tilt and twist values to be determined by the carrier. Document No.ENG-RPT-503S Revision Date:06/17/11 8 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6 2014 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc. to verify that the tower modeled and analyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering, Inc. Document No.ENG-RPT-503S Revision Date:06117/11 9 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6 2014 APPENDIX Document No.ENG-RPT-503S Revision Date:06117111 10 Structural Analysis Report SBA Network Services,Inc. SBA Site ID: MA01085-A-10 May 6 2014 (3)7/8"EXISTING FEED LINES A-LEG(32°) (4)1!2"EXISTING FEED LINES (2)2"EXISTING FLEX CABLES r (12)1-518"FUTURE FEED LINES FOR CLEARWIRE TO 142' �p ® (2)1-5/8"FUTURE HYBRID CABLES 0 ®�® FOR VERIZON T0110' CLIMBING LADDER W/ 008 ®® SAFETY CABLE 00 ®®® 0 (12)1-5/8"EXISTING FEED LINES (4)1-1/4"EXISTING HYBRID CABLES (1)318"EXISTING FEED LINE (1)5/8"PROPOSED FIBER CABLE (1)EXISTING FIBER CABLE FOR SPRINT T0130'� ,�(2)EXISTING DC POWER CABLES O o WITHIN(1)3"EXISTING CONDUIT OOO OOOOO FOR NEW LINGULAR T0119' 0 O -EXISTING 9 -PROPOSED ® -FUTURE ® -TO BE REMOVED Figure 1 —Feed Line Layout Document No.ENG-RPT-503S Revision Date:06117111 11 • • n=iaauun n=lau.VUR a�a5, 5.00 n 152.0 ft m � Q m ❑ ❑ ❑ N ny N 146.0 ft 141.0 ft �Q d R=85.00 ft R=85.00 ft 136.0 ft - m m � N < R=145.00 ft R=145.00 ft a U 126.0 PLAN of m a � N n O M d N M % O J d 116.0 ft \ SYMBOL LIST z 11to `�9 ( MARK SIZE MARK SIZE 108.5 B7 A P2.5x.276(GR) E P2x.218 _ z O B L21/2x21/2x7116 F 1 X2.5 106.0 C 12x2x1/4 G 11 @ 2.33333 m m N m D L3 1/2x4x7/16 Nd m MATERIAL STRENGTH (V d a @ - GRADE Fy Fu GRADE F Fu 96.0 ft A572-50 150 ksi 165 ksi I A36 136 ksi 58 ksi N y� Q 0] ❑ ❑ ❑ N (n 90.0 ft TOWER DESIGN NOTES N 1. Tower is loca d in Essex County,Massachusetts. 1P 2. Tower designe for Exposure C to the TIA-222-G Standard. 3. Tower designed r a 110 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also desi ed for a 40 mph basic wind with 1.00 in ice.Ice is considered to increase 80.0 ft ,a in thickness with he ht. 5. Deflections are base pon a 60 mph wind. 6. Tower Structure Class 7. Topographic Category 1 ith Crest Height of 0.00 ft 8. Grouted pipe fc is 8 ksi 70.0 ft 9. TOWER RATING:97.1% 60.0 ft ALL REACTION - ARE FACTORED MAX.CORNER REACTIONS AT BASE: 50.o ft DOWN: 75 K m m m SHEAR: 5 K p M N N N C @ = M N e a. a Na @ UPLIFT: 0 K J 40.0 ft SHEAR: 0 K \ AXIAL y 217 K 30.0 ft SHEA MOMENT 0 K 7 kip-ft TORQUE 0 kip-ft 20.o ft 40 mph WIND-1.0000 in ICE AXIAL 117K 10.oft \ SHEA MOMENT 2 K 47 kip-ft 4K 19K / TORQUE 1 kip-ft ao ft REACTIONS-110 mph WIND K v 9K 19K •F A a � m o@R=85.00 ft� R=145,00ft c0 c E0 i m eO1i 10 '-° 0 0 o m a ALL REACTIONS ARE FACTORED Mu FDH Engineering,Inc. "':North Andover,MA01085-A-10 0 6521 Meridien Drive Project:1426661400 Raleigh, NC 27616 Client SBA Network Services Drawn IT Mark S.Girgis App'd: Phone:(919)755-1012 code: TIA-222-G Date:05/06/14 Scale: N FAX: 919 755-1031 Path: Dwg No. - f K=l9J.UU R K=l9J.UU R R•66. 6100 n 152.0 ft m � a m ❑ o ❑ N N 146.0 ft 141.0 fl 1 d5 - i - iT R=85.00 ft R=85.00 ft 136.0 fl n i - m m m N M x N R=145.00 ft I R=145.00 R Z a @ 126.0 PLAN M m e � N " MM Q. N \ '� N J a. _ o- 116.0ft DESIGNED APPURTENANCE LOADING Z 3 1110 I TYPE ELEVATION TYPE ELEVATION Lightning Rod 154.6 APXVSPPI8 w/Mount Pipe 130 = 108.5 7.75"x1.7"omni 152 800 10766 w/Mount Pipe 119 Z c7 0 106.0 7OG89-900K 152 800 10766 w/Mount Pipe 119 o m 5'x2.25"Pipe Mount 152 800 10766 w/Mount Pipe 119 N m � T-10"x0.93"omni 152 DUO1417-868-00 w/Mount Pipe 119 N a N o 5'x2.25"Pipe Mount 152 DUO1417-868-00 w/Mount Pipe 119 a. @ 5'x2.25"Pipe Mount 152 DUO1417-868-00 w/Mount Pipe 119 96.0 ft \ LLPX31 OR w/Mount Pie 142 Pipe (4)LGP21401 TMA 119 LLPX31 OR w/Mount Pipe 142 (4)LGP21401 TMA 119 Q m ❑ ❑ ❑ N @ Fy LLPX31 OR w/Mount Pipe 142 (4)LGP21401 TMA 119 N 90.0 ft !O RRH Unit 142 (2)RRUS-11 119 �� RRH Unit 142 (2)RRUS-11 119 I? RRH Unit 142 (2)RRUS-11 119 s -P (3)12.5'T-Frames 142 D06-48-60-1 8-8F Surge Arrestor 119 VHLP2.5 142 PCTEL GPS 119 80.0 ft \ ��p VHLP2.5 142 (3)12'T-Frames 119 o VHLP2.5 142 11'x 1.25"Omni 119 nM \ Q VHLP1 142 (2)800 10121 w/Mount Pipe 119 APXVSPPI8 w/Mount Pipe 130 (2)800 10121 w/Mount Pipe 119 Q P40-16-XLPP-RR-A w/Mount Pipe 130 (2)800 10121 w/Mount Pipe 119 70.0 ft �` TD-RRH8x20-25 130 (2)HBX-6516DS w/Mount Pipe 110 _ TD-RRH8x20-25 130 (2)HBX-6516DS w/Mount Pipe 110 TD-RRH8x20-25 130 (2)HBX-6516DS w/Mount Pipe 110 2500 MHz RRH 130 RRH2x40.AWS 110 2500 MHz RRH 130 RRH2x40-AWS 110 60.0 fl 2500 MHz RRH 130 RRH2x40-AWS 110 1900 MHz RRH 130 9442 RRH 110 1900 MHz RRH 130 9442 RRH 110 1900 MHz RRH 130 9442 RRH 110 800 MHz RRH 130 DB-B1-6C-12AB-0Z Distribution Box 110 m 50.0 ft 800 MHz RRH 130 DB-B1-6C-12AB-0Z Distribution Box 110 0 m (7 800 MHz RRH 130 (3)T-Frames 110 v m m m 800 MHz External Notch Filter 130 (2)LNX-6515DS w/Mount Pipe 110 M o v a 0. a @ 800 MHz External Notch Filter 130 (2)LNX-6515DS w/Mount Pipe 110 a M 800 MHz External Notch Filter 130 (2)LNX-65150S w/Mount Pipe 110 40.0 ft 2 4"x 2"x 3.5"RET 130 () (2)LNX-6515DS w/Mount Pipe 110 4"x 2"x 3.5"RET 130 Torque Arm Platform 97 4"x 2"x 3.5"RET 130 Torque Arte Platform 97 h (3)12'T-Frames 130 Torque Arm Platform 96 APXVTMI4-C-120 w/Mount Pipe 130 Torque Arm Platform 96 30.0 ft ; APXV rM14-C-120 w/Mount Pipe 130 2'Standoff 54.5 APXVTMI4-C-120 w/Mount Pipe 130 1.2M-1 Dish 54.5 SYMBOL LIST 20.0 It \ MARK SIZE MARK SIZE A P2.5x.276(GR) E P2x.218 B L2 1/2x2 1/2x7/16 F 11@ 2.5 C L2x2xl/4 G 11 @ 2.33333 D L3 1/2x4x7/16 10.0 ft MATERIAL STRENGTH GRADE I Fy Fu I GRADE I Fy Fu A572-50 150 ksi 165 ksi I A36 136 ksi 158 ksi 0.0 ft \ \ 0 v m R=145.00 ft v _ O :5 m :G@ R=85.00 ft c (7 0 0 <7 mm . rn _ m o 'v J J ❑ ❑ F CID FDH Engineering,Inc. lob:North Andover,MA01085-A-10 6521 Meridien Drive Project:1426661400 Raleigh, NC 27616 Client: SBA Network Services Drawn by:Mark S.Girgis App'd: Phone:(919)755-1012 code' TIA-222-G Date:05/06/14 scale: N FAX: 919 755-1031 Path: Dwg No. LSB A Section 6409/ Federal Middle Class Tax Relief and Job Creation Act Telecommunications April 2014 RE: Building Permit Application Applicant: Sprint Spectrum Realty Company, LP("Sprint") Authorized Agent: SBA Communications Sprint Spectrum Realty Company, LP ("Sprint") seeks a building permit for the installation of transmission equipment on the existing tower, and within the existing equipment compound, at the property referenced by the attached Building Permit Application. Introduction to Section 6409 Sprint applies for the building permit under Section 6409 of the federal Middle Class Tax Relief and Job Creation Act of 2012, signed into law by the President on February 22, 2012.1 While your town retains discretionary zoning review over the construction of new towers, simple collocations and/or equipment upgrades such as reflected in this application must now be approved with the issuance of a building permit. The new law provides that: "a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." The federal law defines an "eligible facilities request" as "(A) collocation of new transmission equipment; (B) removal of transmission equipment; or (C) replacement of transmission equipment." The new law authorizes the immediate installation of these eligible facilities to help improve the economy, create jobs, and speed the deployment of the services they provide. A complete copy of Section 6409 of this new federal law is enclosed. Section 6409 Benefits Your Community and has been Embraced Across the Country Acknowledging that there is no valid basis in zoning to deny an application such as the one proposed here, municipalities across the nation have approved installations under Section 6409 with the issuance of a building permit. With the new federal law providing guidance, municipalities have been quick to embrace the benefits of a streamlined administrative review for simple collocations and equipment modifications. Unlike the construction of a new tower,simple collocations and/or equipment 1 See February 2012 link located at http://www.whitehouse.gov/briefing-room/signed-legislation. LSBA modifications such as this one have been quickly approved to expedite the deployment of wireless broadband. Municipalities want their residents, businesses and emergency responders to benefit from improved wireless coverage and the latest technology (4G LTE for the iPhone 5 and other handsets) as quickly as possible. Sprint's Application Must Be Approved Sprint's application must be approved under this new federal law because the proposed installation involves "a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the enclosed plans, Sprint's proposed installation consists principally of adding three (3) panel antennas on the existing tower,with associated remote radio heads(RRHs),cables and fiber. Sprint's installation will not increase the height of the tower nor the dimensions of the equipment compound. The installation is similar to others on the existing tower. As a result,the installation "does not substantially change the physical dimensions of such tower or base station." The installation will enhance wireless communication services to the community and will enable users to access a state-of- the-art,fully digital system for voice communications, messaging, and data transmission and reception. Sprint respectfully requests that the building permit be issued as soon as possible so that Sprint can proceed with this installation immediately. If we can provide any further information regarding this application, please let us know. Respectfully, SBA Communications 33 Boston Post Road West Suite 320 Marlborough, MA 01752 SBA 47 USC 1455 Middle Class Tax Relief and Job Creation Act of 2012 SEC. 6409. WIRELESS FACILITIES DEPLOYMENT (a) FACILITY MODIFICATION.— (1) IN GENERAL.—Notwithstanding section 704 of the Telecommunications Act of 1996(Public Law 104- 104) or any other provision of law, a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2) ELIGIBLE FACILITIES REQUEST.—For purposes this subsection, the term "eligible facilities request" means any request for modification of an existing wireless tower or base station that involves— (A)collocation of new transmission equipment; (B) removal of transmission equipment;or (C) replacement of transmission equipment. (3)APPLICABILITY OF ENVIRONMENTAL LAWS. Nothing in paragraph (1) shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act or the National Environmental Policy Act of 1969. ���MCAT,ph 0 s r p U5� PUBLIC NOTICE Federal Communications Commission News Media Information 202 1418-0500 44512 th St., S.W. Internet:http://www.fcc.gov Washington, D.C. 20554 TTY: 1-888-835-5322 WIRELESS TELECOMMUNICATIONS BUREAU OFFERS GUIDANCE ON INTERPRETATION OF SECTION 6409(a)OF THE MIDDLE CLASS TAX RELIEF AND JOB CREATION ACT OF 2012 DA 12-2047 January 25,2013 On February 22,2012,the Middle Class Tax Relief and Job Creation Act of 2012(Tax Act)' became law. Section 6409(a)of the Tax Act provides that a state or local government"may not deny,and shall approve"any request for collocation,removal,or replacement of transmission equipment on an existing wireless tower or base station,provided this action does not substantially change the physical dimensions of the tower or base station.2 The full text of Section 6409(a)is reproduced in the Appendix to this Public Notice. To date,the Commission has not received any formal petition to interpret or apply the provisions of Section 6409(a). We also are unaware of any judicial precedent interpreting or applying its terms. The Wireless Telecommunications Bureau has,however,received informal inquiries from service providers, facilities owners,and state and local governments seeking guidance as to how Section 6409(a)should be applied. In order to assist interested parties,this Public Notice summarizes the Bureau's understanding of Section 6409(a)in response to several of the most frequently asked questions.3 What does it mean to"substantially change the physical dimensions"of a tower or base station? Section 6409(a)does not define what constitutes a"substantial[] change"in the dimensions of a tower or base station. In a similar context,under the Nationwide Collocation Agreement with the Advisory Council on.Historic Preservation and the National Conference of State Historic Preservation Officers,the Commission has applied a four-prong test to determine whether a collocation will effect a"substantial increase in the size of[a] tower."4 A proposed collocation that does not involve a substantial increase in 1 Middle Class Tax Relief and Job Creation Act of 2012,Pub.L. 112-96,H.R.3630, 126 Stat. 156(enacted Feb.22, 2012)(Tax Act). 2 Id., §6409(a). 3 Although we offer this interpretive guidance to assist parties in understanding their obligations under Section 6409(a),see, e.g., Truckers United for Safety v.Federal Highway Administration, 139 F.3d 934(D.C.Cir. 1998),the Commission remains free to exercise its discretion to interpret Section 6409(a)either by exercising its rulemaking authority or through adjudication. With two exceptions not relevant here,the Tax Act expressly grants the Commission authority to"implement and enforce"this and other provisions of Title VI of that Act"as if this title is a part of the Communications Act of 1934(47 U.S.C. 151 et seq.)." Tax Act§6003. 4 47 C.F.R.Part 1,App.B,Nationwide Programmatic Agreement for the Collocation of Wireless Antennas, §I.0 (Nationwide Collocation Agreement). size is ordinarily excluded from the Commission's required historic preservation review under Section 106 of the National Historic Preservation Act(NHPA).5 The Commission later adopted the same definition in the 2009 Declaratory Ruling to determine whether an application will be treated as a collocation when applying Section 332(c)(7)of the Communications Act of 1934.6 The Commission has also applied a similar definition to determine whether a modification of an existing registered tower requires public notice for purposes of environmental review.' Under Section I.0 of the Nationwide Collocation Agreement,a"substantial increase in the size of the tower"occurs if. 1) [t]he mounting of the proposed antenna on the tower would increase the existing height of the tower by more than 10%,or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet,whichever is greater, except that the mounting of the proposed antenna may exceed the size limits set forth in this paragraph if necessary to avoid interference with existing antennas; or 2) [t]he mounting of the proposed antenna would involve the installation of more than the standard number of new equipment cabinets for the technology involved,not to exceed four, or more than one new equipment shelter;or 3) [t]he mounting of the proposed antenna would involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater, except that the mounting of the proposed antenna may exceed the size limits set forth in this paragraph if necessary to shelter the antenna from inclement weather or to connect the antenna to the tower via cable; or 4) [t]he mounting of the proposed antenna would involve excavation outside the current tower site,defined as the current boundaries of the leased or owned property surrounding the tower and any access or utility easements currently related to the site. Although Congress did not adopt the Commission's terminology of"substantial increase in size"in Section 6409(a),we believe that the policy reasons for excluding from Section 6409(a)collocations that substantially change the physical dimensions of a structure are closely analogous to those that animated the Commission in the Nationwide Collocation Agreement and subsequent proceedings. In light of the Commission's prior findings,the Bureau believes it is appropriate to look to the existing definition of "substantial increase in size"to determine whether the collocation,removal,or replacement of equipment 5 See 16 U.S.C. §470f,see also 47 C.F.R. § 1.1307(a)(4) (requiring applicants to determine whether proposed facilities may affect properties that are listed,or are eligible for listing,in the National Register of Historic Places). 6 See Petition for Declaratory Ruling to Clarify Provisions of Section 332(c)(7)(B)to Ensure Timely Siting Review and to Preempt Under Section 253 State and Local Ordinances that Classify All Wireless Siting Proposals as Requiring a Variance,WT Docket No.08-165,Declaratory Ruling,24 FCC Rcd. 13994, 14012,para.46&n.146 (2009)(2009 Declaratory Ruling),recon. denied, 25 FCC Rcd. 11157(2010),pet.for review denied sub nom. City of Arlington, Texas v.FCC,668 F.3d 229(5`"Cir.),cert.granted, 113 S.Ct. 524(2012);47 U.S.C. §332(c)(7). See 47 C.F.R. § 17.4(c)(1)(B);National Environmental Policy Act Compliance for Proposed Tower Registrations, WT Docket No.08-61,Order on Remand,26 FCC Rcd. 16700, 16720-21,para.53(2011). 2 on a wireless tower or base station substantially changes the physical dimensions of the underlying structure within the meaning of Section 6409(a). What is a"wireless tower or base station"? A"tower"is defined in the Nationwide Collocation Agreement as"any structure built for the sole or primary purpose of supporting FCC-licensed antennas and their associated facilities."8 The Commission has described a"base station"as consisting of"radio transceivers,antennas,coaxial cable,a regular and backup power supply,and other associated electronics."9 Section 6409(a)applies to the collocation, removal,or replacement of equipment on a wireless tower or base station. In this context,we believe it is reasonable to interpret a"base station"to include a structure that currently supports or houses an antenna, transceiver,or other associated equipment that constitutes part of a base station.10 Moreover,given the absence of any limiting statutory language,we believe a"base station"encompasses such equipment in any technological configuration,including distributed antenna systems and small cells. Section 6409(a)by its terms applies to any"wireless"tower or base station. By contrast,the scope of Section 332(c)(7)extends only to facilities used for"personal wireless services"as defined in that section.)l Given Congress's decision not to use the pre-existing definition from another statutory provision relating to wireless siting,we believe the scope of a"wireless"tower or base station under Section 6409(a)is not intended to be limited to facilities that support"personal wireless services"under Section 332(c)(7). May a state or local government require an application for an action covered under Section 6409(a)? Section 6409(a)states that a state or local government"may not deny,and shall approve,any eligible facilities request...." It does not say that a state or local government may not require an application to be filed. The provision that a state or local government must approve and may not deny a request to take a covered action,in the Bureau's view,implies that the relevant government entity may require the filing of an application for administrative approval. 8 See Nationwide Collocation Agreement, § I.B. 9 See Implementation of Section 6002(b)of the Omnibus Budget Reconciliation Act of 1993,WT Docket No. 10- 133,Annual Report andAnalysis of Competitive Market Conditions With Respect to Mobile Wireless,Including Commercial Mobile Services,Fifteenth Report, 26 FCC Rcd.9664,9481,para.308(2011). 10 See also 47 C.F.R.Part 1,App.C,Nationwide Programmatic Agreement Regarding the Section 106 National Historic Preservation Act Review Process, §II.A.14(defining"tower"to include"the on-site fencing,equipment, switches,wiring,cabling,power sources,shelters,or cabinets associated with that Tower but not installed as part of an Antenna as defined herein"). "47 U.S.C. §332(c)(7)(A). "Personal wireless services"is in turn defined to mean"commercial mobile services, unlicensed wireless services,and common carrier wireless exchange access services." Id. §332(c)(7)(C)(1). 3 Is there a time limit within which an application must be approved? Section 6409(a)does not specify any period of time for approving an application. However,the statute clearly contemplates an administrative process that invariably ends in approval of a covered application. We believe the time period for processing these applications should be commensurate with the nature of the review. In the 2009 Declaratory Ruling,the Commission found that 90 days is a presumptively reasonable period of time to process collocation applications.12 In light of the requirement of Section 6409(a)that the reviewing authority"may not deny,and shall approve"a covered request,we believe that 90 days should be the maximum presumptively reasonable period of time for reviewing such applications,whether for "personal wireless services"or other wireless facilities. Wireless Telecommunications Bureau contact: Maria Kirby at(202)418-1476 or by email: Maria.Kirby@fcc.gov. -FCC- For more news and information about the Federal Communications Commission please visit: www.fcc.gov 12 See 2009 Declaratory Ruling,24 FCC Red.at 14012-13,paras.46-47. 4 APPENDIX SEC.6409.WIRELESS FACILITIES DEPLOYMENT. (a)FACILITY MODIFICATIONS. (1)IN GENERAL.Notwithstanding section 704 of the Telecommunications Act of 1996(Public Law 104-104)or any other provision of law,a State or local government may not deny,and shall approve,any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2)ELIGIBLE FACILITIES REQUEST.For purposes of this subsection,the term "eligible facilities request" means any request for modification of an existing wireless tower or base station that involves— (A)collocation of new transmission equipment; (B)removal of transmission equipment;or (C)replacement of transmission equipment. (3)APPLICABILITY OF ENVIRONMENTAL LAWS.Nothing in paragraph(1)shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act or the National Environmental Policy Act of 1969. 5 SPECIAL CONSTRUCTION NOTE: PROJECT: 2.5 EQUIPMENT DEPLOYMENT c SPRINT TOWER TOP WORK IS CONTINGENT ON THE FOLLOWING: S p ri nt* COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS (PROVIDED BY TOWER OWNER). • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT (PROVIDED BY A&E VENDOR). s GC SHALL FURNISH, INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED IN BEFORE—MENTIONED ANALYSIS AND ASSESSMENT. t SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL SITE NAME: NORTH ANDOVER IAHWAH,NJ 074 BLVD.SURE 800 MODIFICATIONS INCLUDING (AS NECESSARY) CONTROLLED CONSTRUCTION INSPECTIONS, SHOP—DRAWING APPROVALS, MATERIALS TEST RESULTS, AND FINAL MNIBM) N10741 LEL:(800)357-7641 ENGINEER'S AFFIDAVIT. SITE CASCADE: BS23XC422 S BA SBA COMMUNICATIONS CORP. 13 101101111111 ROAD111E320 MARKET: BOSTON Spri nt MARLBOROUGH.MA 01752752 LEL)508)251-0720 Hudson' SBA SITE ID: MA01085-A/NORTH ANDOVER Design Grcupuc 1600 OSGOOD STREET 0 BUILDING 20 NORTH.SUITE 3090 TEL:(9781557-5553 NOTE: OWNER AND TENANT MAY, FROM TIME TO TIME AT TENANT'S OPTION, REPLACE THIS EXHIBIT SITE ADDRESS: 300 CHESTNUT STREET NANDOVER MA 01845 FAX 19781336 6 WITH AN EXHIBIT SETTING FORTH THE LEGAL DESCRIPTION OF THE SITE, OR WITH RRAL E PRESENTATION ICATIO S OR OF THE UCEERED OR AS-BUILT TIOMNI]PLANS NT OF G DEPICTING E THE THE SITE CONTAINED TE lu THESE TE OR ILLUSTRATING THER NORTH ANDOVER, MA 01845 °� DOCUMENTS IS ILLUSTRATIVE ONLY, AND DOES NOT LIMIT THE RIGHTS OF SPRINT AS AN EL P. GJ, PROVIDED FOR IN THE AGREEMENT. THE LOCATIONS OF ANY ACCESS AND UTILITY EASEMENTS �n ARE ILLUSTRATIVE ONLY. ACTUAL LOCATIONS MAY BE DETERMINED BY TENANT AND/OR THESITE TYPE: 153' GUYED TOWER CIM SERVICING UTILITY COMPANY IN COMPLIANCE WITH LOCAL LAWS AND REGULATIONS. ZZ SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX 0.4 7 G Ql- SHEET NO: SHEET TITLE REV CHK BY or�F�/STER�� PROPERTY OWNER: vsa� SPRINT EQUIPMENT MODIFICATIONS REQUIRED TO SUPPORT FSS/ONAL '\ p MODERNIZATION OF AN EXISTING WIRELESS COMMUNICATIONS FACILITY T-1 TITLE SHEET 0 KB SF SBA PROPERTIES, LLC. AND UTILIZATION OF FCC BROADBAND SPECTRUM LICENSE FOR 2.5GHz 5900 BROKEN SOUND PARKWAY, NW a FREQUENCY, INCLUDING INSTALLATION OF: BOCA RATON, FL 33487-2797 SP-1 OUTLINE SPECIFICATIONS 0 KB SF PHONE: 561-226-9523 GROUND—LEVEL RAN EQUIPMENT, CONSISTING OF: SP-2 OUTLINE SPECIFICATIONS 0 KB SF +. t13� " RETROFIT EXISTING MMBTS CABINET WITH (1) RECTIFIER SHELF, (3) SP-3 OUTLINE SPECIFICATIONS 0 KB SF SBA REGIONAL SITE MANAGER: RECTIFIERS, 2.5 RADIO ACCESS NETWORK (RAN) EQUIPMENT & (1) RUSS PUTNAM BBU KIT PHONE: 617-794-1405 ' INSTALL (1) ADDITIONAL BATTERY STRING INSIDE EXISTING BATTERY A-1 COMPOUND & EQUIPMENT PLAN 0 KB SF RPutname®sbasite.com C �c BACKUP (BBU) CABINET A-2 ELEVATION AND ANTENNA PLANS 0 KB SF y c SITE �atx TOWER—TOP EQUIPMENT, INCLUDING INSTALLATION OF: A-3 RF DATA SHEET 0 KB SF TOWER OWNER: % 4r (3) PANEL ANTENNAS A-4 RAN WIRING DIAGRAM 0 KB SF SBA PROPERTIES, LLC. ^�o s ¢ern • (3) REMOTE RADIO HEADS (RRH) A-5 EQUIPMENT DETAILS 0 KB SF 5900 BROKEN SOUND PARKWAY, NW + • (1) HYBRID CABLE (AND ASSOCIATED FIBER, DC POWER, COAXIAL A-6 EQUIPMENT DETAILS 0 KB SF BOCA RATON, FL 33487-2797 -10s� CABLE JUMPERS AND ANTENNA REMOTE ELECTRICAL—TILT (RET) CABLE CHECKED BY: KB '6 S-1 STRUCTURAL DETAILS 0 K. SF PHONE: 561-226-9523 as SPECIAL ZONING NOTE: APPROVED 13Y.- LATITUDE Y:LATITUDE 011: 7'+ BASED ON INFORMATION PROVIDE BY SPRINT REGULATORY COMPLIANCE E-1 ONE LINE DIAGRAM 0 KB SF GOGGLE EARTH 2—C CONFIRMATIONNorth PROFESSIONALS AND LEGAL COUNSEL, THIS TELECOMMUNICATIONS E-2 GROUNDING DETAILS AND NOTES 0 KB SF SUBMITTALS v4s` EQUIPMENT DEPLOYMENT IS CONSIDERED AND ELIGIBLE FACILITY UNDER 42' 40' 08.14" N THE TAX RELIEF ACT OF 2012, 47 USC 1455(A), AND IS SUBJECT TO REV. DATE I DESCRIPTION BY 42.66892' fie AN EXPEDITED ELIGIBLE FACILITIES REQUEST/REVIEW AND ZONING tl r PRE—EMPTION FOR LOCAL DISCRETIONARY PERMITS (VARIANCE, SPECIAL LONGITUDE (NAD83): nngA c` N PERMIT, SITE PLAN REVIEW, ADMINISTRATIVE REVIEW). GOOGLE EARTH 2—C CONFIRMATION 00thSt —71' 06' 31.67" W d m —71.10878• LOCATION MAP GOOGLE EARTH 2—C CONFIRMATION GENERAL NOTES APPROVALS COUNTY: o 04/14/14 ISSUED FOR R;:VEY' sT 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND ESSEX HUMAN HABITATION: AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED SITE NUMBER: — ADA COMPLIANCE NOT REQUIRED. SUBJECT ZONING JURISDICTION' — POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. HEREIN. ENTALL ANUMENTSARECHANGESOR MODIFICATIONS. IONS. AL BUILDING BS23XC422 — NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. TOWN OF NORTH ANDOVER 2. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND SITE NAME: CONDITIONS ON JOB SITE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NORTH ZONING DISTRICT: ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE ANDOVER RESIDENTIAL — 3 PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE at ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR SPRINT: DATE: SITE ADDRESS: POWER COMPANY: TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 300 CHESTNUT STREET NATIONAL GRID WPO t 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND NORTH ANDOVER, MA 01845 ORDINANCES. CONSTRUCTION BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH MANAGER: DATE: AAV PROVIDER: EDITION SHEET TITUE VERIZON ELECTRICAL CODE: 2005 NATIONAL ELECTRICAL CODE STRUCTURAL CODE: TIA/EIA-222—G STRUCTURAL STANDARDS FOR LEASING/ SPRINT CONSTRUCTION MANAGER: ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. SITE ACQUISITION: DATE: TITLE SHEET WILLIAM MARTIN PHONE: 774-232-3206 RF ENGINEER: DATE: william.martin®sarint.cam , Q SHEET NUMBER EQUIPMENT SUPPLIER: LANDLORD/ ALCATEL—LUCENT Know what's below. TOWER OWNER: DATE: T- 1 600 MOUNTAIN AVENUE CBII before you dig, MURRAY HILL, NJ 07974 www.col(81l.com THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS SECTION 01 300 - CELL SITE CONSTRUCTION �� AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. PART 1 - GENERAL SECTION 01 100 - SCOPE OF WORK 1.1 IHF-WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER Sprint• PART 1 - GENERAL 1.11 UTILITIES SES: WHERE NECESSARY TO CUT EXISTING PIPES, ELECTRICAL WIRES, CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED CONDUITS, CABLES, ETC., OF UTILITY SERVICES, OR OF FIRE PROTECTION OR BY THE CONTRACTOR. 1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE COMMUNICATIONS SYSTEMS, THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES OR 1.2 RELATED DOCUMENTS: MAHf:NAnONALBIVD.suITE 800 SPRINT CONSTRUCTION STANDARDS FOR WIRELESS SITES, CONTRACT DOCUMENTS AND THE WHERE SHOWN. ALL SUCH ACTIONS SHALL BE COORDINATED WITH THE UTILITY COMPANY ALL SECTIONS IN THIS SPECIFICATION. MAHwAN,13ws7ao7a9s6a A. THE REQUIREMENTS OF THIS SECTION APPLY TO ra:teool CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. INVOLVED: B. SPRINT `STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A PART 1.2 RELATED DOCUMENTS: 1.12 PERMITS / FEES: WHEN REQUIRED THAT A PERMIT OR CONNECTION FEE BE PAID TO A OF THESE SPECIFICATIONS HEREWITH. A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. PUBLIC 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. ( SBAMI B. 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 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. 1.3 PRECEDENCE: SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION 1.14 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM 9. UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY PERFORM 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 FACILrTY. SBA COMMUNICATONS CORP. WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION A. TOP HAT PART 2 - PRODUCTS (NOT USED) 33 BOSTON POST ROAD WEST.SUITE 320MARLBOROUGH.MA 01752 TEr:lsoelzsT-o7zo 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 3,1 FUNCTIONAL REQUIREMENTS' D. INSTALLATION OF BATTERIES 1.4 NATIONALLY RECOGNIZED CODES AND STANDARDS: E. INSTALLATION OF HYBRID CABLE A THE ACTIVITIES DESCRIBED IN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES A. THE WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND F. INSTALLATION OF RRH'S REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRIBED ARE NOT EXHAUSTIVE, Hudson STANDARDS, LATEST EDITION, AND PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO G. CABLING AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE THE FOLLOWING: H. SPRINT TS-0200 (CURRENT VERSION) - ANTENNA LINE ACCEPTANCE STANDARDS THE CONSTRUCTION OF A FULLY FUNCTIONING WIRELESS FACILITY AT THE SITE IN ACCORDANCE WITH Design Groupuc®. 1. .GR-78-CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE I. SPRINT CELL SITE ENGINEERING NOTICE - N 2012-001, REV 1. COMPANY PROCESSES. OF TELECOMMUNICATIONS EQUIPMENT. J. COMMISSIONING MOPS B. SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN, AND OBTAIN REQUIRED APPROVALS WHILE 2. GR-1089 CORE, ELECTROMAGNETIC COMPATIBILITY AND ELECTRICAL SAFETY -GENERIC K. SPRINT CELL SITE ENGINEERING NOTICE - EN-2013-002 THE WORK IS BEING PERFORMED. tUl,!_D 2EORNOOOD STREET CRITERIA FOR NETWORK TELECOMMUNICATIONS EQUIPMENT. L SPRINT ENGINEERING LETTER - EL-0504 BUILD Do 20 NORTH.SUITE 3090 TEL(9781357-5553 M. SPRINT ENGINEERING LETTER - EL-0568 C. MANAGE AND CONDUCT ALL FIELD CONSTRUCTION SERVICE RELATED ACTIVITIES N.ANDOVER.MA 01845 FAX:19781336-5586 3. NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS (NFPA) INCLUDING N. SPRINT TECHNICAL SPECIFICATION - TS-0193 D. PROVIDE CONSTRUCTION ACTIVITIES TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS, NFPA 70 (NATIONAL ELECTRICAL CODE - "NEC") AND NFPA 101 (LIFE SAFETY CODE). 1,15 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS- INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 4. AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM) 1. PERFORM ANY REQUIRED SITE ENVIRONMENTAL MITIGATION. OF 5. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE) A CONTRACTOR WILL UTILIZE ITS BEST EFFORTS TO WORK WITH SPRINT ELECTRONICPREPARE s PROJECT MANAGEMENT SYSTEMS. CONTRACTOR UNDERSTANDS THAT SUFFICIENT INTERNET 2. COMPOUNDGSURFACE TREATMENTS.DE DE-GRUBBING; AND ROUGH AND FINAL GRADING, AND ��Q 9CyG 6. AMERICAN CONCRETE INSTITUTE (ACI) ACCESS, EQUIVALENT TO "BROADBAND" OR BETTER, IS REQUIRED TO TIMELY AND 3. MANAGE AND CONDUCT ALL ACTIVITIES FOR INSTALLATION OF UTILITIES INCLUDING ELECTRICAL AND ANIEL P. 7. AMERICAN WIRE PRODUCERS ASSOCIATION (AWPA) EFFECTIVELY UTILIZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO TELCO BACKHAUL. B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) MAINTAIN APPROPRIATE CONNECTIONS FOR CONTRACTOR'S STAFF AND OFFICES THAT ARE 4. INSTALL UNDERGROUND FACILITIES INCLUDING UNDERGROUND POWER AND COMMUNIC S M 9. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) COMPATIBLE WITH SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS CONDUITS, AND UNDERGROUND GROUNDING SYSTEM. A Cl 10. PORTLAND CEMENT ASSOCIATION (PCA) 5. INSTALL ABOVE GROUND GROUNDING SYSTEMS. PART 2 - PRODUCTS (NOT USED) 6. PROVIDE NEW HVAC INSTALLATIONS AND MODIFICATIONS. 0.4 7 0 11. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) PART 3 - EXECUTION 7. INSTALL "H-FRAMES', CABINETS AND SHELTERS AS INDICATED. 12. BRICK INDUSTRY ASSOCIATION (BIA) 8. INSTALL ROADS, ACCESS WAYS, CURBS AND DRAINS AS INDICATED. 3.1 TEMPORARY UTILITIES AND FACILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 13. AMERICAN WELDING SOCIETY (AWS) ACCOMPLISH 14. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE 110. PROVIDEANTENNA SUPPORTSTRUCTURE FOUNDATIONS. 15. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) CONSTRUCTION DOCUMENTS. TEMPORARY UTILITIES AND FACILITIES INCLUDE POTABLE WATER, 11. PROVIDE SLABS AND EQUIPMENT PLATFORMS. 16. DOOR AND HARDWARE INSTITUTE (DHL) HEAT, HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, AND 12. INSTALL COMPOUND FENCING, SIGHT SHIELDING, LANDSCAPING AND ACCESS BARRIERS. 17. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN 13. PERFORM INSPECTION AND MATERIAL TESTING AS REQUIRED HEREINAFTER. 18. APPLICABLE BUILDING CODES INCLUDING UNIFORM BUILDING CODE, SOUTHERN BUILDING ACCORDANCE WITH OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE 14. CONDUCT SITE RESISTANCE TO EARTH TESTING AS REQUIRED HEREINAFTER THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES 15. INSTALL FIXED GENERATOR SETS AND OTHER STANDBY POWER SOLUTIONS. CODE, BOCA, AND THE INTERNATIONAL BUILDING CODE. AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY 15. INSTALL TOWERS, ANTENNA SUPPORT STRUCTURES AND PLATFORMS ON EXISTING TOWERS AS 1.5 DEFINITIONS: FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. REQUIRED. 17. INSTALL CELL SITE RADIOS, MICROWAVE, GPS, COAXIAL MAINLINE, ANTENNAS, CROSS BAND A. WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT 3.2 ACCESS TO WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB SITE FOR COUPLERS, TOWER TOP AMPLIFIERS, LOW NOISE AMPLIFIERS AND RELATED EQUIPMENT. DOCUMENTS. AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE 18. PERFORM, DOCUMENT, AND CLOSE OUT ANY CONSTRUCTION CONTROL DOCUMENTS THAT MAY BE B. COMPANY: SPRINT CORPORATION ARCHITECT/ENGINEER DURING ALL PHASES OF THE WORK. REQUIRED BY GOVERNMENT AGENCIES AND LANDLORDS. C. ENGINEER: SYNONYMOUS WITH ARCHITECT & ENGINEER AND "A&E". THE DESIGN 19. PERFORM ANTENNAL AND COAX SWEEP TESTING AND MAKE ANY AND ALL NECESSARY PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT. 3.3 TESTING: REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL BE AS INDICATED CORRECTIONS. D. CONTRACTOR: CONSTRUCTION CONTRACTOR: CONSTRUCTION VENDOR; INDIVIDUAL OR ENTITY HEREWITH. ON THE CONSTRUCTION DRAWINGS. AND IN THE INDIVIDUAL SECTIONS OF THESE 20. REMAIN ON SITE MOBILIZED THROUGHOUT HAND-OFF AND INTEGRATION TO ASSIST AS NEEDED WHO AFTER EXECUTION OF A CONTRACT IS BOUND TO ACCOMPLISH THE WORK. SPECIFICATIONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT UNTIL SITE IS DEEMED SUBSTANTIALLY COMPLETE AND PLACED "ON AIR E. THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED SEPARATELY BY THE ADDITIONAL TESTING, THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA 32 GENERAL REQUIREMENTS FOR CIVIL CONSTRUCTION COMPANY, A&E, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC FOR COMPANY'S TEST AGENCY. CHECKED BY: KB A CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. TASKS RELATED TO BUT NOT INCLUDED IN THE WORK. 3.4 DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING F. OFCI: OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT. FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS. RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. APPROVED BY: G. CONSTRUCTION MANAGER - ALL PROJECTS RELATED COMMUNICATION TO FLOW THROUGH DPH 3.5 EXISTING CONDITIONS: NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS SPRINT REPRESENTATIVE IN CHARGE OF PROJECT... DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER B. EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" AND CLEAR OF DEBRIS. 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 SUBMITTALS ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ENGINEER. CONDITION. REV. DATE I DESCWFTION By CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPRINT 1. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION 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. STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. THE WORK IN THE PART 1 - GENERAL 1.7 POINT OF 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 THE 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 FOR SPRINT. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN BY THE CONTRACTOR. THE ENVIRONMENT, OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD. 1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, 1.2 RELATED DOCUMENTS: D. CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE 0 04/14/14 ISSUED TOR RENEW SF 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 EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALLRETURN THEM TO ORIGINAL CONDITION TIMES DURING PERFORMANCE OF THE WORK. B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A E. CONDUCT TESTING AS REQUIRED HEREIN. SITE NUMBER: 1.9 DRAWINGS PART OF THESE SPECIFICATIONS HEREWITH.SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION 3.3 nEI ivERA9LES: BS23XC4.22 CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS, STANDARD PART 2 - PRODUCTS (NOT USED) A CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT TO SPRINT SHOP DRAWINGS, PRODUCT DATA, SITE NAME: CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE STANDARD CONSTRUCTION PART 3 - EXECUTION SAMPLES, AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER NORTH SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH 3.1 RECEIPT OF MATERIAL AND EOUIPMENT� CONSTRUCTION COMPLETION. B. PROVIDE DOCUMENTATION INCLUDING, BUT NOT--LIMITED TO, THE FOLLOWING. DOCUMENTATION ANDOVER A. THE JOBSITE DRAWINGS, 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/OR UPLOADED INTO SMS. IN RED PENCIL WITH ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE CONSTRUCTION DOCUMENTS. 1. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTION REPORTS. SITE ADDRESS: DOCUMENTS. AT CONSTRUCTION COMPLETION, THIS JOBSITE MARKUP SET SHALL BE B. THE CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON 2. PROJECT PROGRESS REPORTS. 300 CHESTNUT STREET DELIVERED TO THE COMPANY OR COMPANY'S DESIGNATED REPRESENTATIVE TO BE RECEIPT SHALL: 3. CIVIL CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). NORTH ANDOVER, MA 01845 FORWARDED TO THE COMPANY'S 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 e. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO 2. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. NOTIFICATION). SUIT JOB DIMENSIONS 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 AND/OR FORWARD NOTIFICATION). SIMru PART OF THE WORK. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF AGREEMENT. 6. POWER INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). ANY VARIATIONS 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). OUTLINE C .DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. SPACING REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE SUCH. 8, PPC (OR SHELTER) INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). SPECIFICATIONS 6. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING BETWEEN EQUIPMENT IS THE REQUIRED CLEARANCE. SHOULD THERE BE ANY QUESTIONS 5. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING.N 9. TOWER CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE. NOTIFICATION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 3.2 DELIVERABLES:EC: 10. TOWER CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD SPRINT CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH THE WORK. NOTIFICATION). SHEET mm 1.10 USE $F_JI�J�SITE: 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 OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, B. IF APPUCABLE, 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) S P- 1 PERMITTED BY THE CONTRACT DOCUMENTS. C. UPLOAD DOCUMENTATION INTO SPRINT SITE MANAGEMENT SYSTEM (SMS) AND/OR PROVIDE HARD 13, CIVIL CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). COPY DOCUMENTATION AS REQUESTED. 14. SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SMS. CONTINUE SHEET SP-2 CONTINUED FROM SP-1: 3.3 REQUIRED INSPECTIONS• B. REPORT INFORMATION WILL BE TRANSMITTED TO SPRINT VIA ELECTRONIC MEANS AS REQUIRED. A. SCHEDULE INSPECTIONS WITH COMPANY REPRESENTATIVE. THIS INFORMATION WILL PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT. >SF[TION O1 400 - SUBMITTALS TESTS AND INSPECTIONS s. CONDUCT INSPECTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.2 PROJECT CONFERENCE CALLS: print 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 1.1 THE 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 PLACEMENT PRIOR TO POUR DOCUMENTED WITH DIGITAL PROJECTIONS, AND ANSWER ANY OTHER SITE STATUS QUESTIONS AS NECESSARY, MA WAAnoNAL BLVD,SUREaoo PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT REPRESENTATIVE. rnL:(8W) NJ07495 BE PERFORMED BY THE CONTRACTOR. 3. COMPACTION OF BACKFILL MATERIALS; AGGREGATE BASE FOR ROADS, PADS, AND ANCHORS; 3.3 PROJECT TRACKING IN SMS: EL leool�s7-7641 1.2 RELATED DOCUMENTS: ASPHALT PAVING; AND SHAFT BACKFILL FOR CONCRETE AND WOOD POLES, BY INDEPENDENT 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 TOWER ERECTION TIES. MADE A PART OF THESE SPECIFICATIONS HEREWITH. 5 IOND PLATFORM ATTACHMENT DOCUMENTED BY DIGITAL 3.4 ADDITIONAL REPORTING: PHOTOGRAPHS BY THIRD PARTY AGENCY. 6. ANTENNA AZIMUTH DOWN TILT AND PER SUNLIGHT TOOL SUNSIGHT INSTRUMENTS - a ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS 1.3 SUBMITTALS: ANTENNALIGN ALIGNMENT TOOL (AAT) 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 A&E, SITE 3.5 PROJECT PHOTOGRAPHS: THESE SPECIFICATIONS. DEVELOPMENT REP, OR RF REP. 33 BOSTON POSTROADEST.. (HOC.). SIGNED FORM SHOWING a FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPEG FORMAT IN THE SMS PHOTO MARLBOROUGH. RA01752 T.SURE 320 B. FINAL INSPECTION CHECKLIST AND HANDOFF WALK nva.e0aoucH.rrvAonsz TEL:Isoelzsw7zo B. 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 1. 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 TOP AND INACCESSIBLE SERIALIZED 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). HUC>1SOt1Ir 5. CHEMICAL GROUNDING DESIGN. 12. PDF SCAN OF REDLINES PRODUCED IN FIELD 3. TOWER FOUNDATION(S) POUR WITH VIBRATOR IN USE (EACH ANCHOR ON GUYED TOWERS). C. ALTERNATES: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR 4. TOWER STEEL AS BEING INSTALLED INTO HOLE (SHOW ANCHOR STEEL ON GUYED TOWERS). Design Groupuc METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGER FOR E THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 5. PHOTOS OF TOWER SECTION STACKING. IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF 6. CONCRETE TESTING SAMPLES. APPROVAL PRIOR TO BEING SHIPPED TO SITE. SPRINT WILL REVIEW AND APPROVE ONLY TESTING. / 16MOSGOOD STREET THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. 7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION. BUaoe4c20NORTH,5UITE3M TEL192e;ss-sss3 SUBMITTAL FOR APPROVAL SHALL INCLUDE A STATEMENT OF COST REDUCTION PROPOSED F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED BY THE 8. BUILDING/WATER TANK FROM ROAD FOR TENANT IMPROVEMENTS OR COMMENTS. N.ANDOVER,MA 01845 FAX:1978;aassse6 FOR USE OF ALTERNATE PRODUCT. CONTRACTOR WITH WRITTEN REPORTS AND PHOTOGRAPHS. PHOTOGRAPHS MUST BE DIGITAL 9. SHELTER FOUNDATION--FORMS AND STEEL BEFORE POURING. AND OF SUFFICIENT QUALITY TO CLEARLY SHOW THE SITE CONSTRUCTION. PHOTOGRAPHS 10. SHELTER FOUNDATION POUR WITH VIBRATOR IN USE. 1.4 TESTS AND INSPECTIONS: MUST CLEARLY IDENTIFY THE PHOTOGRAPHED ITEM AND BE LABELED WITH THE SITE 11. COAX CABLE ENTRY INTO SHELTER. N OF S / A 12. PLATFORM MECHANICAL CONNECTIONS TO TOWER/MONOPOLE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS CASCADE NUMBER, SITE NAME, DESCRIPTION, AND DATE. 13. ROOFTOP PRE AND POST CONSTRUCTION PHOTOS TO INCLUDE PENETRATIONS AND INTERIOR AND PROJECT DOCUMENTATION. 3.4 DELIVERABLES: TEST AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATION SHALL BE CEILING. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE UPLOADED TO THE SMS AND/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE 14. PHOTOS OF TOWER TOP COAX LINE COLOR CODING AND COLOR CODING AT GROUND LEVEL ANI M P. J� PERMANENT SITE FILES. 15. PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATORY SIGNAGE. M FOLLOWING: 16. PHOTOS OF EQUIPMENT BOLT DOWN INSIDE SHELTER. - 1. COAX SWEEPS AND FIBER TESTS PER SPRINT TS-0200 (CURRENT VERSION) ANTENNA LINE a THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE. 17. POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO U Cl ACCEPTANCE STANDARDS. 1. CONCRETE MIX AND CYLINDER BREAK REPORTS. LOCATIONS INCLUDING METER/DISCONNECT. 2. AGL, AZIMUTH AND DOWNTILT USING ELECTRONIC COMMERCIAL MADE-FOR-THE-PURPOSE 2, STRUCTURAL BACKFILL COMPACTION REPORTS. 18. ELECTRICAL TRENCH(S) WITH ELECTRICAL / CONDUIT BEFORE BACKFILL O.4 7 O ANTENNA ALIGNMENT TOOL. 3. SITE RESISTANCE TO EARTH TEST. 19. ELECTRICAL TRENCH(S) WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 4. ANTENNA AZIMUTH AND DOWN TILT VERIFICATION 20.TELCO TRENCH WITH TELEPHONE / CONDUIT BEFORE BACKFILL. �� F�/STERE tt IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF 5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED PER 21,TELCO TRENCH WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL. TESTING. SUPPLIER'S REQUIREMENTS AND THE APPLICABLE SECTIONS HEREIN. 22.SHELTER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS CNAL C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING; 6. COAX CABLE SWEEP TESTS PER COMPANY'S "ANTENNA LINE ACCEPTANCE STANDARDS'. AND BEND RADII). 1. AZIMUTH, DOWNTILT, AGL - UPLOAD REPORT FROM ANTENNA ALIGNMENT TOOL TO SITERRA 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, DOWNTILT, AND AGL MUST CONFORM TO THE RF DATA BEND RADII). SHEETS. SWEEP AND FIBER TESTS 1. TEST WELLS AND TRENCHES: PHOTOGRAPHS OF ALL TEST WELLS; PHOTOGRAPHS SHOWING ALL 24.FENCE GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND 2. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT OPEN EXCAVATIONS AND TRENCHING PRIOR TO BACKFILLING SHOWING A TAPE MEASURE BEND RADII). VISIBLE IN THE EXCAVATIONS INDICATING DEPTH. 25.ALL BTS GROUND CONNECTIONS. 3. ALL AVAILABLE JURISDICTIONAL INFORMATION 2. CONDUITS, CONDUCTORS AND GROUNDING: PHOTOGRAPHS SHOWING TYPICAL INSTALLATION OF 4. PDF SCAN OF REDLINES PRODUCED IN FIELD CONDUCTORS AND CONNECTORS; PHOTOGRAPHS SHOWING TYPICAL BEND RADIUS OF INSTALLED 26.ALL GROUND TEST WELLS. 5. ELECTRONIC AS-BUILT DRAWINGS IN AUTOCAD AND PDF FORMATS. ANY FIELD CHANGE MUST GROUND WIRES AND GROUND ROD SPACING; 27.ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. BE REFLECTED BY MODIFYING THE PLANS, ELEVATIONS, AND DETAILS IN THE DRAWING SETS. 3. CONCRETE FORMS AND REINFORCING: CONCRETE FORMING AT TOWER AND EQUIPMENT/SHELTER 28.ADDITIONAL GROUNDING POINTS ON TOWERS ABOVE 200'. GENERAL NOTES INDICATING MODIFICATIONS WILL NOT BE ACCEPTED. CHANGES SHALL BE PAD/FOUNDATIONS - PHOTOGRAPHS SHOWING ALL REINFORCING STEEL, UTILITY AND CONDUIT 29.HVAC UNITS INCLUDING CONDENSERS ON SPLIT SYSTEMS. HIGHLIGHTED AS 'CLOUDS" IDENTIFIED AS THE "AS-BUILT" CONDITION. STUB OUTS; PHOTOGRAPHS SHOWING CONCRETE POUR OF SHELTER SLAB/FOUNDATION, TOWER 30•GPS ANTENNAS. 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. 7. FINAL PAYMENT APPLICATION 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 8. REQUIRED FINAL CONSTRUCTION PHOTOS INSPECTION AND PHOTOGRAPHS OF PLATFORM COMPONENT ATTACHMENT POINTS; PHOTOGRAPHS SHOWING THE PROJECTED COVERAGE AREA CHECKED BY: KB 9. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS OF TOWER TOP GROUNDING; PHOTOS OF TOWER COAX LINE COLOR CODING AT THE TOP AND 34.MASTER BUS BAR. AT GROUND LEVEL; INSPECTION AND PHOTOGRAPHS OF OPERATIONAL OF TOWER LIGHTING, AND 35.TELCO BOARD AND NIU. 10. ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS36.ELECTRICAL DISTRIBUTION WALL. PLACEMENT OF FAA REGISTRATION SIGN; PHOTOGRAPHS SHOWING ADDITIONAL GROUNDING 37.CABLE ENTRY WITH SURGE SUPPRESSION. APPROVED BY: DPH DOCUMENT REPOSITORY OF RECORD). POINTS FOR TOWERS GREATER THAN 200 FEET.; PHOTOS OF ANTENNA GROUND BAR, 38 ENTRANCE TO EQUIPMENT ROOM. 1.5 COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS EQUIPMENT GROUND BAR, AND MASTER GROUND BAR; PHOTOS OF GPS ANTENNA(S); PHOTOS 39.COAX WEATHERPROOFING-TOP AND BOTTOM OF TOWER. SUBMITTALS OF EACH SECTOR OF ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM 40.COAX GROUNDING -TOP AND BOTTOM OF TOWER. 1.6 INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS BEHIND SHOWING THE PROJECTED COVERAGE AREA; PHOTOS OF COAX WEATHERPROOFING - 41.ANTENNA AND MAST GROUNDING. REV. DATE I DESCRIFDON BY TOP AND BOTTOM; PHOTOS OF COAX GROUNDING--TOP AND BOTTOM; PHOTOS OF ANTENNA 42.LANDSCAPING - WHERE APPLICABLE. PART 2 - PRODUCTS (NOT USED) AND MAST GROUNDING; PHOTOS OF COAX CABLE ENTRY INTO SHELTER; PHOTOS OF PLATFORM PART 3 - EXECUTION MECHANICAL CONNECTIONS TO TOWER/MONOPOLE. 3.6 FINAL PROJECT ACCEPTANCE: COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT, 5. ROOF TOPS: PRE-CONSTRUCTION AND POST-CONSTRUCTION VISUAL INSPECTION AND CONTRACT DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS 3.1 REQUIREMENTS FOR TESTING: PHOTOGRAPHS OF THE ROOF AND INTERIOR TO DETERMINE AND DOCUMENT CONDITIONS; ROOF SITES AND UPLOAD INTO SITERRA. TOP CONSTRUCTION INSPECTIONS AS REQUIRED BY THE JURISDICTION; PHOTOGRAPHS OF A. THIRD PARTY TESTING AGENCY: WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING CABLE TRAY AND/OR ICE BRIDGE; PHOTOGRAPHS OF DOGHOUSE/CABLE EXIT FROM ROOF; SECTION 07 500 - ROOF CUTTING. PATCHING AND REPAIR AGENCY IS REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A 6. SITE LAYOUT - PHOTOGRAPHS OF THE OVERALL COMPOUND, INCLUDING EQUIPMENT PLATFORM REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH FROM ALL FOUR CORNERS. 0 04/14/14 ISSUED FOR RNEM SF UNDERSTANDING OF LOCAL AVAILABLE MATERIALS, INCLUDING THE SOIL, ROCK, AND 7. FINISHED UTILITIES: CLOSE-UP PHOTOGRAPHS OF THE PPC BREAKER PANEL; CLOSE-UP SUMMARY: GROUNDWATER CONDITIONS. PHOTOGRAPH OF THE INSIDE OF THE TELCO PANEL AND NIU; CLOSE-UP PHOTOGRAPH OF THE THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE TESTING AGENCY IS TO BE FAMILIAR WITH THE APPLICABLE REQUIREMENTS POWER METER AND DISCONNECT; PHOTOS OF POWER AND TELCO ENTRANCE TO COMPANY CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED SITE NUMBER: 1. THE THIRD PARTY TES ENCLOSURE: PHOTOGRAPHS AT METER BOX AND/OR FACILITY DISTRIBUTION PANEL. ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS 8. REQUIRED MATERIALS CERTIFICATIONS: CONCRETE MIX DESIGNS; MILL CERTIFICATION FOR ALL IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY BS23XC422 FOR THE TESTS TO DONE, EQUIPMENT TO BE USED, AND ASSOCIATED HEALTH AND SAFETY ISSUES. REINFORCING AND STRUCTURAL STEEL; AND ASPHALT PAVING MIX DESIGN. EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. SITE NAME: 2. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, 9• ANY AND ALL SUBMITTALS BY THE JURISDICTION OR COMPANY. AASJTO, AND OTHER METHODS IS NEEDED. 1. NORTH 3. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, 9 4 SUBMITTALS; AASJTO, AND OTHER METHODS IS NEEDED. SECTION 01 500 - PROJECT REPORTING ANDOVER A. PRE-CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION 3.2 REQUIRED TESTS: PART 1 - GENERAL OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH SITE ADDRESS: A. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE 1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. 300 CHESTNUT STREET FOLLOWING: OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO NORTH ANDOVER, MA 01845 1. CONCRETE CYLINDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS SPECIFIED BE PERFORMED BY THE CONTRACTOR. B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 EA.)IN SECTION: PORTLAND CEMENT CONCRETE PAVING. 1.2 RELATED DOCUMENTS: SHEET 1mE 2. ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHNESS, AND COMPACTED DENSITY TESTING AS SPECIFIED IN SECTION: HOT MIX ASPHALT PAVING. a THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. '. 3. FIELD QUALITY CONTROL TESTING AS SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND OUTLINE PAVING. SECTION 09 900 - PAINTING 4. TESTING REQUIRED UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS, PADS AND MADE A PART OF THESE SPECIFICATIONS HEREWITH. SPECIFICATIONS ANCHOR LOCATIONS PART 2 - PRODUCTS (NOT USED) QUALITY ASSURANCE: 5. STRUCTURAL BACKFILL COMPACTION TESTS FOR THE TOWER FOUNDATION. A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE 6. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE GROUNDING SYSTEM DESIGN. PART 3 - EXECUTION MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE sffr rauTan 7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION LINE ACCEPTANCE 3.1 WEEKLY REPORTS: YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE STANDARDS. CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY REPORTS SHOWING PROJECT STATUS. WITH MANUFACTURER'S INSTRUCTIONS. A- 8. GROUNDING AT ANTENNA MASTS FOR GPS AND ANTENNAS THIS STATUS REPORT FORMAT WILL BE PROVIDED TO THE CONTRACTOR BY SPRINT. THE SP-2 9. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. 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. CONTINUE SHEET SP-3 CONTINUED FROM SP-2: 5. GROUNDING OF TRANSMISSION UNES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT �,� MATERIALS: ON DRAWINGS. 1 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 4. CONDUIT: Sprint A. MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR COATING ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS SYSTEMS. REV 1 ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC I WERNATIONAL BLVD,SURE 800 PAINT SCHEDULE: EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE MAHWA H,NJ 07495 A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO KITS: PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND I TEL IWO)357-7641 FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NO A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE INDUSTRY BEST PRACTICES. FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT ISBAMI B. ROOF TOP CONSTRUCTION: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLD SHRINK CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. FINISH. CXS SERIES OR EQUAL. 2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF C. TRANSITIONS BETWEEN PVC AND RIGID RGS SHALL BE MADE WITH PVC COATED SBAC ION 10CAT ONS CORP. PAINTING APPLICATION: SELF-AMALGAMATING TAPE 2' BEYOND CONNECTOR. APPLY A SECOND WRAP OF . ) 338051ONR057 ROAD WEST,SUITE 320 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" WIDE METALLIC LONG SWEEP RADIUS ELBOWS. MARLBORoucH.MAons2 tEL:15oBlzs-0no MEANS ACCEPTANCE OF SUBSTRATE. ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF-AMALGAMATING TAPE.3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY OB SITE IS NOT ACCEPTAB ON JLE PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 4. OPEN FLAME WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE-COAT OR REMOVE SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. Hudson AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. OR APPROVED 4. CLEAN UP, TOUCH UP AND PROTECT WORK. (MMBTS) AND RELATED EQUIPMENT EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL Design GroupLLCo TOUCHUP PAINTING: NOT BE ACCEPTABLE. SUMMARY: E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO 1600 OSGOOD STREET 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, BUILDRJG20 NORTH,5UIIE3090 Tec 197515575553 ERECTION WITH "GALVANOX," "DRY GALV,' OR 'ZINC-IT." A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL N.ANDOVER,MA 01845 FA%:1978 3365586 EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, MAINTAINING THE INTEGRITY UY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED WRITTEN INSTRUCTIONS. 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR OF COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND UNIVERSAL METAL HOSE, OR APPROVED EQUAL. PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR G SECTION 11 700 - ANTENNA ASSEMBLY. REMOTE RADIO HEADS AND F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). ANIEL P. NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE J CABLE INSTALLATION INSTALLATION MOPS. HUBS AND BOXES: Mi SUMMARY: C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS A Cl THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, AND CABLE EQUIPMENT, A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. DC CIRCUIT BREAKER LABELING HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. A40.4 7 0 HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL. PROVIDE IMPACT ANTENNAS AND RRH'S: A. LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Oct�F(-/STER�� THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON THE 2012-001, REV 1. B. CABLE TERMINATION FITTINGS FOR CONDUIT CONSTRUCTION DRAWINGS. 1. CABLE TERMINATORS FOR RGS CONDUFfB SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL. ONAL SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE TRANSCIEVER 2. CABLE TERMINATORS FOR LFMC SHALLBE ETCO - CL2075; OR MADE FOR THE PURPOSE HYBRID CABLE: STATIONS (MMBTS) AND RELATED EQUIPMENT PRODUCTS BY ROXTEC. HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S SUMMARY: PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED REQUIREMENTS. A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAS SERIES EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, OR EQUAL. JUMPERS AND CONNECTORS: BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. DO NOT USE PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D", SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE CROUSE-HINDS, COOPER, ADALET, APPLETON, 0-Z GEDNEY, RACO, OR APPROVED A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, INSTALLATION MOPS. EQUAL. MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD FABRICATED, FOLLOW MANUFACTURER'S C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS REQUIREMENTS FOR INSTALLATION OF CONNECTORS SUPPLEMENTAL GROUNDING SYSTEM CHECKED BY: KB REMOTE ELECTRICAL TILT (RET) CABLES: SUPPORTING DEVICES: A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE MISCELLANEOUS: DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CUPS WITH APPROVED BY: DPH 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 REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED SUBMITTALS ANTENNA INSTALLATION: 1. AWED TUBE AND CONDUIT CONDUCTORS AS INDICATED. THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE 2. B-UNE SYSTEM REV. DATE OESCRIPNON BY 3. UNISTRUT DIVERSIFIED PRODUCTS B. SUPPLEMENTAL GROUNDING SYSTEM; ALL CONNECTIONS TO BE MADE WITH CAD WELDS, INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED 4. THOMAS do BETFS EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON 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 BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. 1 DEGREE. 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THE B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED INTENDED SERVICE. EXISTING STRUCTURE: 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. ON THE DRAWINGS. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 0 04/14/14 ISSUED RIR RENEW SF 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, HYBRID CABLES INSTALLATION: 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL. 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 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE SITE NUMBER: CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S B. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, BS23XC422 STRUCTURES. OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. RECOMMENDATIONS. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SITE NAME: S. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SUPPORTING DEVICES: CONDUIT AND CONDUCTOR INSTALLATION: NORTH SPECIFICATIONS FOR BENDING RADII. - . C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED ANDOVER STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SITE ADDRESS: INSTALLATION. PERMANENTLY IN ACCORDANCE WITH NEC. 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES THE STRUCTURE, MAINTAIN 300 CHESTNUT STREET LADDER AT 4'-0" OC USING NON-MAGNETIC STAINLESS STEEL CUPS. CLOSE PROXIMITY THE STRUCTURE AND KEEP CONDUUITS L TIGHT ENVELOPES.BE MADE WITH CONDUIT NORTH ANDOVER, MA 01845 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND CHANGES IN DIRECTTION TO ROUTE AROUND OBSTACLES SHALL MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, a. FIBER: SUPPORT FIBER BUNDLES USING %" VELCRO STRAPS OF THE REQUIRED LENGTH 0 18" THE FOLLOWING: PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHRT ME OC. STRAPS SHALL BE W, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. OF THE PROOF TEST LOAD. TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON OUTLINE b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND SPECIFICATIONS NELCO PRODUCTS OR EQUAL. SLABS. INSIDE. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. ELECTRICAL IDENTIFICATION: 4. CABLE INSTALLATION: S¢r wim a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING SP-3 AND CROSSOVERS. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. MAXIMUM BEND RADIUS. ---------- Sprint _ W—C I MERNAiIONA'L BLVD,SURE 800 MAHW AH,NJ 07495 lEl:(8001 357-7641 EXISTING EQUIPMENT ON CONCRETE PAD EXISTING ACCESS GATE(TYP.) S BA SBA COMMUNICATIONS CORP. 33 BOSTON P051 ROAD W EST,SUITE 320 �r Q!!) 1 MARLBOROUGH.MA 01752 70111ER Top TEL:ISM)251-0720 FOR CIANIN(SEE DEME) a-2 EXISTING EQUIPMENT EXISTING GUYED TOWER SHELTER '- Hudson DesignGroupucO„. 1600 OSGOOD STREEI BUILDING20NORTH.5URE3090 1EL 19781557-5553 1 EXISTING CSC CABINET N.ANDOVER.MA01845 FAX:(978]336-5586 I I EXISTING CHAIN LINK FENCE (TYP.) EXISTING BTS CABINET OF �Ervnm�N'(m � �P ANIEL P.9yGJ EXISTING METER BANK A-5 A-8 RAW ACCESS (R" M i Ewirmu1r!(1)m NR I CI Aze im � o.4 7 0 ROSEAU HYM I Qwo CABRE7 �F�/ A'3 A'S Bp(ICE�Eb57Na EXIVATfERY STING BBU CABINET O�'ss/ONAL O I I —EXISTING PPC AND TELCO CABINETE7 F-7 I ♦kx C + I EXISTING TRANSFORMER I EXISTING ICE BRIDGE(TYP.) II II e I I EXISTING OVERHEAD ICE CANOPY CHECKED 6!: KB E%I STING L EQUIPMENT SHELTER i EXISTING STEEL FRAME APPRM BY: DPH EXISTING FIBER jl �TAL(„Ate. DISTRIBUTION BOX II i 6AT1lRI' NC MSOF 2 e ( w-B SUBMITTALS mw I i EXISTING BBU CABINET REV. DATE DESCRIPf10N BY i li EXISTING BTS CABINET _ SOURCE;SBA SIMM WWTE AUDIT OY-20-13 I I I 10'-0'1Q0 (2Da SAL IElaaRr COMM�s RAN EQUIPMENT PHOTO DETAIL z o 04/14/14 ISSUB)FOR RENEW sF l i t CAS1(1)REZIF�! 1 1 SCALE: N.T.S. A-1 RAW ACCESS NEIP RS 26 SITE NUMBER: i RAW ACCESS NE7YORf 0wo EMWMENT a(1)WIJ Oar BS23XC422 SITE NAME: NORTH ANDOVER SITE ADDRESS: 300 CHESTNU Zz� NORTH ANDOVER,MAREET O 845 $ _ GRAPHIC SCALE COMPOUND PLAN a z 4 a 12 FEET SCALE: 1/4"=1'-0" A-1 SWIM COMPOUND & EQUIPMENT PLAN SHM NAM A- 1 i • CPFCL N_ONC_TTN v'*tON ATE: 1/') SPRINT TOWER TOP WORK IS.CONTINGENT ON THE FOLLOWING: NO CLIMBING LADDER OR CLIMBING PEGS. C • COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS(PROVIDED BY TOWER OWNER). `J p ri nt� • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED B1'AA'E VENDOR). • GC SHALL FURNISH,INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED IN BEFORE-MENTIONED ANALYSIS AND ASSESSMENT. TOP OF EXISTING GUYED TOWER • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL MODIFICATIONS ELEV. 152.0' (AGL) INCLUDING(AS NECESSARY)CONTROLLED CONSTRUCTION INSPECTIONS,SHOP-DRAWING APPROVALS,MATERLLLS TEST RESULTS,AND FINAL ENGINEER'S AFFIDAVIT. GAMMA C1:(E) EMPTY SECTOR 1 INTERNATIONAL BLVD,SURE 800 (MM) MAHWAH.NJ 07495 280• A3:(E) EMPTY TEL:180013577641 SP�MIT RAD COM SHOWN N RED TM BASED ON SBA-pWAM COl1DCJ010N APPLXATION,ET]UPMIENf pATABNLSE,AND ST0.VCRNML ANALYSE TFIE SBA-PROYDED AMQdN RAD CENIEJ4 SHALL SLPE1tSFDE ANY C7:(E) NV 0DNR1C16N0 f�R1W10N DI77NED FROM THE SPFONf NV 2A REDS. 2 EXISTING RFS APXVSPPIB-C-A20 ANTENNA p_2 (TYP. OF 1 PER SECTOR.TOTAL OF 3) SPRINT IAD CQIIlR NOTE C1:(E) EMPTY A2:(E) NV E BP OF PROPOSED RINT ANTENNAS EXISTING AZIMUTHS FROM NETWORK SBA,COMMUNICATIONS CORP. DJCW 130.4.3(AM) VISION MMBTS LAUNCH DRAWING �_ 33 BOSTON POST ROAD WEST.SUCE 320 COMPLETED BY HUDSON DESIGN GROUP, O ALPHA MARLBOROUGH.MA01752 TEL:I506I 251-0720 SBA RAD CENTER U.C.DATED:DECEMBER 04, 2011 t OF PROPOSED SPRINT ANTENNAS T SECTOR ELEV. 1300'3(AGL) EXISTING RRH'S MOUNTED TO EXISTING PIPE (MM) 1 1 2 ' (TYP. OF 2 PER SECTOR,TOTAL OF 6) all" S-1 A-3 A-5 MOUNTED TINSTALL TOOMF7[BEMD PPE I 2A Rm EXISTING EMPTY PIPE MAST(EYP.) A1:(E) EMPTY Hudson EXISTING RFS APXVSPPI8—C—A20 ANTENNA Design GToupuc T (TYP. OF 1 PER SECTOR,TOTAL OF 3) 1 1 3 �SPRINT 23 D 10 EX�M PE I B7:(E) EMPTY S-1 A-J A-S T 1600 OSGOOD STREET EXISTING ANTENNAS (BY OTHERS) (TYP.) BETA BULLRING 20 NORTH,SUITE 3090 TEL:1978 5575553 14'56' (MMM)M) SEB2:(E) NV N.ANDOVERN .MA01845 FAX:1978 336-5586 I 210"/ 83:(E) EMPTY OFAr � f z EXISTING ANTENNA PLAN SCALE N.T.S. A_2 ANIEL P. p MI EXISTING GUYED WIRES MP.) i CI ANTENNA STATUS LEGEND: 0.4 7 0 EMPTY — EMPTY PIPEpF0 �e 1)VERIFY PROPOSED NOTES, Off, SITE EXISTING SPRINT AZIMUTHS WITH RF (E) — EXISTING F`SS/ONAL ' EQUIPMENT ENGINEER PRIOR TO I EXISTING EMPTY PIPE INSTALLATION (P) — INSTALL 2)EXISTING RRH'S NOT SHOWN FOR CLARITY W — SPRINT ANTENNA I1101TALL""M CABLE Fn=DOSING MONOPOLE , EXSTING ANTENNA 2.5 — SPRINT ANTENNA I BY OTHERS (TYP.) I I cornu 1FIeR1c NOTE-- 2.5 OTE2.5 RRH TO 2.5 ANTENNA CAN NOT EXCEED 15'. NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY DISCREPANCY. I 1 I I GAMMA C1:(E) EMPTY SECTOR (MM) CHECKED BY: KH 280" A3;(P)25 APPROVED BY: DPH c1:(E) NV m SUBMITTALS llllll�ILA I �85G' TPFM Iffy. DATE DESCRIPTION BY 0I.M 25 A2:(E) NV EXISTING GUYED TOWER O ALPHA ' SOURCE:SBA 39E AUOR Oi-20-13 SECTOR I EXISTING RRH'S MOUNTED TO EXISTING PIPE (MM) (TYP. OF 2 PER SECTOR,TOTAL OF 6) 8Q" D 04/14/14 ISSUED FOR REMEW SF EXISTING PARTIAL ELEVATION PHOTO DETAIL EXISTING EMPTY PIPE MAST (TYP.) SCALE: N.T.S. EXISTING RFS APXVSPPI8—C—A20 ANTENNA At:(E) EMPTY SITE NUMBER: (TYP. OF 1 PER SECTOR,TOTAL OF 3) B1:(E) EMPTY BS23XC422 SITE NAME: BETA N 0 RTH I SECTOR 82:(E) NV (MM) 210" ANDOVER ' B3e(P)25 SITE ADDRESS: i 2 1 INSTALL 25 RRH MOUNTED TO DOSTNG PIPE 300 CHESTNUT STREET A-5 S-1 (TMP.OF 1 PER SEEM TOTAL OF 3) WrA NORTH ANDOVER, MA 01845 IBA 3 1 WALL SPRINT 2 M ANTENNA TO EKING PPE 11110' SLEET TITLE NOTES, A-5 S-1 (EYP.OF 1 PER SB:IOR 701IL OF 3) GROUND EQUIPMENT NOT ' ELEVATION AND SHOWN FGR CLARITY. i 14,56, ANTENNA PLANS GROUND 0.0LEVEL �i I /'� ELEV. 't (AGN) cZaO PROPOSED ANTENNA PLAN SHEEFwIBBR ELEVATION GRAPHIC SCALE SCALE: N.T.S.0 4 A—z 1 8 i6 24 FEET SCALE: 1/8"�1'-0" A-2 • SPRINT CONSTRUCTION STANDARDS: >1a•� GENERAL CONTRACTOR SHALL ADHERE TO THE FOLLOWING SPRINT Sprint* Sprinfi,�. CONSTRUCTION STANDARDS. RFDS Sheet -CONSTRUCTION STANDARDS: INTEGRATED CONSTRUCTION STANDARDS FOR I INTERNATIONAL BLVD,SUITE 800 WIRELESS SiTES - (CURRENT VERSION), INCLUDING EXHIBrTs A-M. MAHWAH,NJ 07495 (by SBA Network Services 4/8114.NOTE General Contractor/Tower Crew sh 8 verify th t the latest RFDS is used for ear lament'ngt fja ion 1 -CONSTRUCTION SPECIFICATIONS: CONSTRUCTION STANDARDS EXHIBIT A - TEL(WO)057-7641 General Site Information STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS STiES (CURRENT VERSION). -GROUNDING STANDARDS: EXTERIOR GROUNDING SYSTEM DESIGN. Site ID SS23XC422 Equipment Vendor ALU GROUNDING STANDARDS (SUPPLEMENT): ANTi-THEFT UPDATE TO SPRINT Market Boston Latitude 42.668920 GROUNDING 082412 AND SPRINT ENGINEERING LETTER EL-0504 DATED ( SBAM] Region East Longitude -71.108780 04.20.12- -WEATHER PROOFING STANDARDS: EXCERPT FROM CONSTRUCTION MLA SBA LL SITE ID MA010854 STANDARDS EXHIBIT A. SECTION 3.6 WEATHERPROOFING CONNECTORS AND Structure Type SELF SUPPORT GROUND KiTS. SBA COMMUNICATIONS CORP.33 BOSTON T ROAD WEST. RE 320 BTS Type Outdoor Macro -COLOR CODING: SPRINT NEXT& ANT AND UNE COLOR CODING PER MARLBOROUGH,MA 01757 TEL:(508)251-0720 SPRINT TS-0200 CURRENT VERSION. Siterra SR Equipment Incremental Power Draw -GENERAL CONTRACTOR TO FIELD VERIFY AZIMUTH AND CL HEIGHT AND MECHANICAL DOWNTILT. IF DIFFERENT THIN CALLED OUT IN RFDS, HALT Solution ID Not Available Type Outdoor Macro Needed by Added Equipment ANTENNA WORK FOR ONE HOUR, CALL SPRINT RF ENGINEER (OR Equipment Vendor ALU MANAGER IF RF ENGINEER DOES NOT ANSWER, BUT STILL LEAVE A Hudson MESSAGE TO RF ENGINEER) USING SPRINT-PROVIDED CONTACT Design Groupuc :BU ase Equipment INFORMATION FOR FURTHER INSTRUCTIONS. IF SPRINT DOES NOT RESPOND WITHIN ONE HOUR, PLACE 2.513 ANTENNA AT SAME CL HEIGHT Kit ALU BBU Kit To Hat None AS 1.813 ANTENNA AND EMAIL CORRECT CL HEIGHT AND AZIMUTH TO p SPRINT RF ENGINEER. UPDATE AS-BUILD DRAWING WITH CORRECT CL 6AOSGO20 ODS TIFF BBU Kit City 1 Tap Hat City N/A HEIGHT. ALSO EMAIL CORRECT 1900 MHZ AND 800 MHZ ANTENNA CL NUANIDOVFRN MA 01845 ORTH.SUITE 090 FAX:978133x5586 Top Hat Dimensions(Inches) N/A HEIGHT, AZIMUTH AND MECHANICAL DOWNTILT TO RF ENGINEER. Growth Cabinet None To Hat Weight Lbs. N/A -AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL Top g (Lbs.) INSTALLATION OF ANTENNAS AND AISG CABLES HAVE BEEN CONNECTED. �N OF IvTgS Growth Cabinet Qty N/A VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT INCLUDING 800MHZ, 1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTiLT, AZIMUTH Growth Cabinet Dimensions(Inches) N/A (IF APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT AN EL P. Growth Cabinet Weight(lbs.) N/A AISG TEST RESULTS IN COAX SWEEP TEST SPREADSHEET. M -GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN - RF Path Information FRONT OF ANTENNA. THIS MEANS NO OBJECT IS TO BE LOCATED 45 CI DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 7 DEGREES U o.4 7 0 RRH TD RRH8x20 25 AND DOWN FROM CENTER OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.50 RRH On 3 ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER ANTENNA �o� F(/STER�� RRH Dimensions(Inches) 26.1"x 18.6"x 6.7" USING THE SAME 45 DEGREE RULE. THIS INCLUDES SPRINT AND FSS/ \� NON-SPRINT ANTENNAS. ONAL RRH Weight(Lbs.) 70.0 -GENERAL CONTRACT IS REQUIRED TO USE A DIGITAL ALIGNMENT TOOL TO RRH Mount Weight(Lbs.) 10 SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH ACCURACY IS TO BE WITHIN Power and Fiber Cable HYBRID CABLE 1 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TiLT) IS TO BE WITHIN Cable Qty 1 0.1 DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE AS-BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEER Weight per Foot(Lbs.) 0.242 WITH AS-BUILT SETTINGS. USE 3Z RF ALIGNMENT TOOL OR EQUIVALENT Diameter(Inches) 0.730 TOOL HTTP://WWW.3ZTELECOM.COM/ANTENNA-ALIGNMENT-TOOL/. Hybrid Cable Length(Feet) (**A&E 225 ) 157 (Estimated by Sprint as Antenna CL plus 20%:DO NOT BOM using this length.) Coax Jumper Coax Jumper.Mfg TBD. Coax Jumper City 27 Coax Jumper Length(Feet) ('• A&E 5 ) 8 Coax Jumper Weight(Lbs.) 1.7 Coax Jumper Diameter(Inches) 0.5 CHECKED BY: KB AISG Cable Commscope ATCB-B01-006 AISG Cable Qty 3 APPROVED BY: DPH AISG Diameter(Inches) 0.315 AISG Cable Length(Feet) (** A&E 5 ) 8 SUBMITTALS Weight of Entire AISG Cable(Lbs.) 1.3 REV. DATEE"M ESCRIFIKIN By Antenna Sector Information Sector 1 Sector 2 Sector 3 Antenna Make/Model RFSAPXV9TM14-ALU-120 RFSAPXV9TM34-ALU-120 RFSAPXV9TM14-ALU-120 Antenna Qty 1 1 1 Antenna Dimensions(Inches) 56.3 x 12.6 x 6.3 56.3 x 12.6 x 6.3 56.3 x 12.6 x 6.3 Antenna Weight(Lbs.) 551 SSA 55.1 0 04/14/ FOR REVEV SF Antenna Mounting Kit Weight(Lbs.) 11.5 11.5 11.5 CL Height(Feet) (' 130' ) 130.4 130.4 130.4 SITE NUMBER: Antenna Azimuth(Degrees) 80 210 280 B S 2 3 X C 422 Antenna Mechanical Downtih(Degrees) 0 0 1 0 SITE NAME: Antenna Etilt(Degrees) -2 -2 1 -2 NORTH RF Filter Make/Model N/A N/A N/A ANDOVER Comments SITE ADDRESS: RFDS generated 4/8/14 by SBA Network Services from Sprint Plan of Record dated 4/2/14. 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 Comments in Red Text provided by A&E Vendor. IMPORTANT CONSTRUCTION NOTE:General Contractor/Tower Crew shall verify that the latest RFDS is used for equipment installation. * Note:Antenna Rad Center based on SBA-Provided Collocation Application,Equipment Database,and Structural Analysis.The SBA-Provided Antenna Rad CentershallT, supersede any conflicting information derived from the Sprint NV 2.5 Database. **Note:Sprint CM shall confirm Hybrid Cable Length,Coax Jumper Length and AISG Cable Length before preparing BOM. A&E Recommended Hybrid Cable Length based on RF DATA SHEET NV 2-5 Equipment Audit plus 20 Feet for(2)10-foot coils at each end of the fiber trunk- BMW N MER RF DATA SHEET A-3 SCALE:N.T.S. A-3 Sprint' 1 INTERNATIONAL BLVD,SUITE 800 MAHWAH.NJ 07495 TEL:IZI 95 7.7641 ( S BA SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD WEST,SURE 320 MARLBOROUGH,MAOT752 TEL:15061251-0720 Hudson s Design Groupbc 16CO OSGOOD STREET ®. BUIWING20 NORTH.SUITE 3090 TEL(978j 557-5553 N.ANDOVER.MA01M FA%:19781336-5586 x �q,�yi Lffi}x xxxx /I A x OF SS9 ANIEL P. GJ, 800,19-00 MHz 25001AHz 800/1900 MHz 250OMH2 800,1300 MHt 2500KIHZ Ml xx xxJxx x x xxx xxx xx CI xxx xxx 0 xxx xx o.4 7 0 xx x xxx xx xxx Ixx xxx xx xxx xxx X pcx x xx �'p C/STER�� xxx xx xkx N 1= xkx x Xxx (/ST xxx zxx x z xx xxx xx x x xxx , -2.s !�!!!,_„f!f .,,l�!!!!�` .,, xxx y xxx h x a i u �ss,I u x x 25�T: x x ..n� x x 2 UCI �F R U IT TRau —RRHH I A_u 1 1 1 j j 8.4 8:4 8:4 Per HYBRIFLEX Jumpers ' 6 pr MM Fiber Sector F RTU. RRU L RU 5RJ RltiRFU A J ALV L � A�IJ ALU J ��U RfiU 1 r Power ! a p CHECKED BY: KB 1 a 2`CC FRFy°`' � Medusa with outdoor rated 1 hT Q Po Hr�e f>;AL terminations APPROVED BY: DPH SUBMITTALS —P.-11-1, um eT Hybria Jumper REV. DATE DESCRIP110N BY T1D�'' ® MEMOp Per Site HYBRIFLEX Riser = Fiber Jumper--------- Jumper j Ba$eband Unit " DC Puwer � 18 pr MM Fiber TQ LTE SM DupTeR,Ther ALU BTS Se3 pr Power eundwy"rrcl Cub*to 250C Deployment Cabinet SEV CapaCitylExpHybrid Cable -�' -. .- 0 04/14/14 ISSUED FOR RE&V SF SITE NUMBER: BS23XC422 SITE NAME: NORTH ANDOVER ALU 2.5 ALU SCENARIO 1 RAN WIRING DIAGRAM:ALU EQUIPMENT RFS 2.5 ALU SCENARIO 1 SITE ADDRESS: SCALE:N.T.S. SCALE: N.T.S. SCALE: N.T.S. 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 NOTE* SHEET TIRE GENERAL CONTRACTOR/TOWER CREW SHALL RAN WIRING VERIFY THAT THE LATEST RF DATA SHEET DIAGRAM IS USED FOR EQUIPMENT INSTALLATION. SHM NOMI A-4 MANUF: ALCnTEL–LUCENT Sprint' 1r,, MOOEL- TD–RRH8x20-25 LENGTH: 26.1 HYBRID .ARA F DC CONDUCTOR SI I INE WIDTH: 18.6 MANUF: RFS DEPTH: 6.7 CAM L I FNGTH DC CONDUCTOR CA131 C DIAMETER WEIGHT: 70 LBS I INTERNATIONAL BLVD,SURE 800 FlBER ONLY VARIES USE NV HYBPoFLEX 5/8' AREA 3.5 SF ML:IBM) NJ 074951 TEAH1 A)357-7641 HYBRIFLIX <200' 8 AWG ,-1 4" (�) HYDRIFLEX 225–L 0 6 AWG –1 4 HYBRIFLEX 325-375 4 AWG 1-1 4 0.Y* SHIELD S BA L-1 RFS HYLiFLEX RISER GNU SCFEDUE o SBA COMMUNICATIONS CORP. Hybdd oble _o 33 BOSTON POST ROAD WEST.SURE 320 MN:HBO58-M32-0501' IL 50 k o MARLBOROUGH.MA 01752 TEL:{508)251-0720 xWx 12x multi-mode fiber pa im,Top:Ou tdoor protected connectors,Bottom:LC o > 5 Connectors,5/8 ca bl e,50 ft o c a CJ V MN:HB056-M12-0751' 75 k MN:1-10058-M32-1001' 100 ft 0.217[5.50] MN:HB058-M12-125F 125 ft 12 CHANNEL FIBER DIST. D Hudson LL x MN:HB058-M32-150F 150 If OTY 3 O Design Groupuc MN:HB058.M12-175F 175 ft p MN:HB058-M12-200F 200 ft 0 16C0 OSGOOD STREET BUILDING 20 NORTH.SUITE 3090 TEL:f978!557-5553 Hybrid sable MN:H811408U3M12-OSOF 0.319[8.10) 12® o N.ANDOVER.MA 01845 FAX:1978{3365586 50 ft AWG FVC DC WIRE r� 3xBAWG powerpai rs,l2x multi-mode fiber poi rs,Outdoor rated connectorsJ125 pry,;6 ED MN:HB114-08U3M12-075F 75 ft l7 MN:HB1140BU3M32-1001' 2ftSIDE VIEW FRONT VIEW AN EL P. MN:H811408U3M72-1251' ft MI --A6 MN:H811408U3M32-150F 150 f[ MN:H8114-08U3M32-1751 175 ft AIARM MN:H811408U3M72-2001' 200 ft ..88 yy11 AJSG CI –� Hybrid ode 2D ® 12D\ CPRI 0.4 7L0 3 (a` MN:H B31413U3M72-2251' ® POWER I 225 ft CALBRATION [� a0 3x6AWG powerpair,12xmulti-mode fiber pa i Is,Outdoor rated connectors&LC 01.110(28.19 01.106(28.09. �� ANTENNA �Q �(C�/C��r"C�Q �CV OVER TAPE OVER COREc HB11413U3M72-2501' 250 ft SS�ONAL \ PLAN VIEW Q MN:HB114-13U3M32-27SF 275 ft D MN:HB11413U3M72-3001' 300 ft 4 AM Hybrid cable 0.2171 S.S01 2.5 RRH'S 2 `w MN:H8114-21U3M12-325F Lfj 0.596(75.19 12 CHANNEL FIBER DIST. SCALE: N.T.S. A-5M 3x4AWG powerpair,12xmulti-mode fiberpairs,Outdoorrated connectors&LC INNER CORE OTY.:3 25 ft MN:H811421U3M32-35OF 0.094[2.39] MN:H811421U3M72-3751' RED 1 2® FILLER BtACK� —BLACK RFS FITEEIFLEX JUMPER CABLE SCHEDULE RED Hybrid Jumper cable ,1 CHECKED LAY: KB 8.19 MN:HBF012-M3-SF1 5 ft `� 5 ft,3x multi-mode fiber airs,Outdoor&LC connectors,1/2 cable OVER APE �D �j OVER TAPE 1213 APPROVED BY. DPH O MN:HBF012-M3-10F1 30 ft ir M� FRO N:HBBF01122-TMi:5�FTI 15 ft SUBMITTALS JUfIPERB M 2.5 RRH l0 2.5 ANTENNA SHALL NOT EXCEED ,5'.NOTIFY SPRINT CM OF ANY DISCREPANCY. �� DATE BLACK– 01.106[26.09] OVER CORE Hybrid Jumper cable ` MN:HBF058-08U1M3-5F1 5 ft 0.252[6.40] 5 ft,Ix 8 AWG power air,3x multi-mode fiber airs,Outdoor&LC Connectors, 6AWG TY.:6 WIRE pow p P DVCD MANUF: RFS 5 8cable a A1� •AMO MODEL: APXYDTM14–ALU-120 O MN:HBF058-08U1M3-10F1 10 ft LENGTH: 56.3 G WIDTH: 12.6 MN:HBF058-08U1M3-15F1 15 ft DEPTH: 6.3 � ML WEIGHT: 70 LBS � 0 04/14/14 ISSUD7 FOR A NW I�VEW SF JIALPERS FROM 25 RRH TO 2.5 ANTENNSHALL T D=m TV.NOTIFY SPRwr CM OF AREA 4.9 SF ADT(DISCREPANCY. 0.21715.501 12 CHANNEL FIBER DIST.–'t CITY, l` SITE NUMBER: Hybrid Jumper cable BS23XC422 L �a� MN:HBF058-13U1M3-5F1 CALIBRATION CONNECTOR 5ft,Sx 6 AWG power pair,3x multi-mode fiber pairs,Outdoor&LC Connectors, Sk SITE NAME: 0 5/8 cable NORTH O MN:HBF058-13U1M3-30F1 30 ft a MN:HBF058-13U1M3-151'1 15 f[ "/��� //j RF CONNECTORS O° � Em Em ANDOVER JIAIFEAS FROM 2.5 RRH TO 2.5 ANrENNA SHALL NOT EXCEED 15'.NuTwr SPRNr CM of iJ 2D iJ 2 DD ASG 1N SITE ADDRESS: 300 CHESTNUT STREET INK DISCREPANCY. RF CONNECTORS ASG OUT NORTH ANDOVER. MA 01845 Hybrid Jumper cable ` MN:H3F078-21U1M3-5F1 5 f BEET TALE c 5 ft,1x 4 AW G power pair,3x multi-mode fiber pairs,Outdoor&LC Connectors, 7/8 cable PLAN VIEW 0 M �1N:HBF078-21U1M3-1OF1 loft 0.117(2.97] 1210 EQUIPMENT 3 MN:HBF078-23U1M3-151`3 15 ft INSULATED EPDXY DETAILS � GLASS ROD SPECIAL 116TAUAMON NOTE 0.T 1216 JWLPERS FROM 2.5 RRH TD 25 ANTENNA SHALL NOT EXCEED ,5'.NOTIFY SPRNr CII OF ANY DISCREPANCY. •NOTE:SPRM CII 1D CONFIRM HYBR'D RISER CABLE D HYBRID JUMPER PBM M SIEO NAM GABLE MODEL NUMBERS BEFORE PREPM W BOM. 2.5 HYBRID CABLE X—SECTION AND DATA 2.5 ANTENNA SPECIFICATIONS 3 A-5 SCALE: N.T.S. A-5 SCALE:N.T.S. A-5 Sprint' 1 INTERNATIONAL BLVD,SUITE 600 MAH W AH.NJ 07495 TEL:18001 957-7641 ( SBA7N „eav SBA COMMUNICATIONS CORP. `,.«I^° ' '''�"''- "-a "r"• .c`, 33 BOSTON P051 ROAD WEST.SURE 32D MARLBOROU (E(TOSIMO WILL Ir6FMl. GH.MA DI752 TEL:1508)251-0720 SUF UNM SPACE N 9AAAAAA���� 31I3p N DT0Ir18 BBU C/MKT t, Hudson Design Groupuc I ICO}; BUIL IN GOOD20N STREFT BUILDING E NORTH,SUITE 3090 TEL 1978E 5575553 N.ANDOVER.MAGIM FA%:19781336-5586 DS3 SURGE PROTECTOR ® ® .`N Or u4s POWER INJECTOR 5-6 ® ® AN EL P. tiG POWER INJECTOR 1-4 M ® ® '.t.7 - t, ,,;' --i _ Cl 7210 SAS—M 2 ❑ _ J uR'C.> i.. ✓ i ,..a.,rmR.. 0.4 7 0 7210 SAS—M 1 — ❑ `".. 7z0s sAR-B ,�. o L_j U 0_NAL LTE—SBU 2.5GHz LTE—BBU FDD CDMA MT—BBU GROWTH r,9+ar CDMA MT—BBU PRIMARY crs o ,7,.6 PDPI 15MHz SPUTTER ETHERNET HUB SEC—B O 0 PRIMARY PROTECTION T1 CHECKED BY: KB SEC-B p1, /1 s 13- RECTIFIER SHELF PRIMARY ❑ ❑ APPROVED BY: DPH RECTIFIER SHELF 2.5GHz ❑ """a SUBMITTALS El { REV. DATE I DESCRIFIlON BY SCURCEI SBA SITE^JIXf 09-10-13 FRONT VIEW FRONT VIEW EXISTING MMBTS OUTDOOR CABINET WITH 2.5 EQUIPMENT EXISTING 2.5 POWER BBU CABINET K-2`\ 1 0 04/14/14 ISSUED FOR REVEW SF SCALE: N.T.S. A-6 SCALE: N.T.S. A-6 SITE NUMBER: BS23XC422 SITE NAME: NORTH ANDOVER SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 sRi2'T TIRE EQUIPMENT DETAILS %w MIIBH4 A-6 INSTALLATION NOTES: ��� 1.CONrtRACfOR TO ENSURE THAT RRH MoUNnNo DOES NOT INTERFERE WITH CIMNO IADDER/PECSS- CABLE COMB.OR COAX PORTS.MONOPOLE COLLAR-MOUNT RRH CLUSTER SHALL P140NOE AN S p r I n t' OPEN=BETWEEN AQIACENT RRH AT LEAST 30'wm CETNIERED ON THE EXISTING SAFETY—CLIMB AND 30.OEM'FROM THE FACE OF THE POLE SELF—SUPPORT: RRH LEG—MOUNT OR FACE—MOUNT SHALL PROVIDE AN UNOBSTRUCTED VERTICAL CL.MNG PASSAGE AT LEAST W FADE AND 30'DEEP COMM ON THE LEG HATH THE C1.52 G LADDER/PMS. IIN'ERNATIONALBLVD.SUITE WO 2.CONTRACTOR TO VERIFY DIAMETER OF EXISTING MONOPOLE BEFORE ORDERING PARTS. MAHWAH.N107495 TEL:IBM)357-7641 3.CONTRACTOR TO VERIFY IN FIELD SIZE OF EXISTING MOUNTING PIPE TO BE 2-1/2'STD O (2.88 O.D. PIPE MAST(6'-0'LANG). 4.VERIFY EXACT RRH AND ANTENNA MODEL B AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. 5. ROTATE EXISTING ANTENNA FRAME AS NEEDED TO ACCOMMODATE INSTALL ANTENNAS. 6. RRH PLACEMENT FOR REFERENCE ONLY. CONTRACTOR SHALL PLACE RRH IN CORRECT ORDER ISBAlp) MATCHING INSTALL ANTENNA PLACEMENT AND ENSURE THAT THERE IS ENOUGH CLEARANCE FOR RRHS EXISTING GUYED TOWER TO BE PLACED ON THE INSIDE ON THE ANTENNA FRAME. 7. INSTALL EQUIPMENT TO BE MOUNTED PER MANUFACTURERS SPECIFICATIONS. SBA COMMUNICATIONS CORP. 33 BOSTON P05T ROAD WEST.SURE 328 MAR'I.BOROUGH.MA01752 ILL:15081251-0720 EXISTING ARM MOUNT SP L� CONSTRUCTION NOTE- SPRINT TOWER TOP WORK IS CONTINGENT ON THE FOLLOWING: • COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS(PROVIDED BY TOWER OWNER). Hudson EXISTING RRH'S MOUNTED TO EXISTING PIPE • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED BY ME VENDOR). • GC SHALL FURNISH, INSTALL AND COMPLETE ALL REWIRED STRUCTURAL MODIFICATIONS AS INDICATED D (TYP. OF 2 PER SECTOR,TOTAL OF 6) IN BEFORE—MENTIONED ANALYSIS AND ASSESSMENT. Design GIOUpuc® • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE INSTALL 28p1s RAN WITH SOLAR COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL MODIFICATIONS INCLUDING (AS NECESSARY) •:••�• SHETLD AND SMALL PIPE MOUNTING CONTROLLED CONSTRUCTION INSPECTIONS, SHOP—DRAWING APPROVALS, MATERIALS TEST RESULTS. OT ATTACHED TO PROPOSED AND FINAL ENGINEER'S AFFIDAVIT. 1611 OSGOOD STREET BUILD24G 20 NORTH.SUITE 3090 TEL:I97Bj 5575553 MDUNTNO PIPE (MOUNT PER N.ANDOVER,MA 01845 FAX:1978)3365586 MANUFACTURERS SPECIFICATIONS) �. (SEE INSTALLATION NOTE 1) c NNOTCUMBING LADDER OR CUMBING PEGS. 0 OF MqSS"9C' EXISTING PIPE (CONTRACTOR TO yG VERIFY PIPE SIZE) (SEE NOTE 3) ANIEL P. Jl M INsuu.28@U MNTEIM CI V EXISTING RFS APXVSPPI8-C-A20 ANTENNA o.4. 7 O (TYP. OF 1 PER SECTOR,TOTAL OF 3) SECTION A-A �o �F-/STE SS/ONAL �' INSTALL 2.8G11119 RRH W1TH SOLA SHIED AND SMAC PIPE MOUNTING IGT ATTACHED TO PROPOSED MDINRNG WE NOLW PER A-5 MAM)FACIURERS SPECIFICATIONS)(SEE INSTALLATION NOTE 1) EXISTING PIPE (CONTRACTOR TO VERIFY PIPE SIZE) (SEE NOTE 3) AEXISTING PANEL ANTENNA INSTAL Z5GNz ANTENNA MOORED ON DOWNTu EXISTING PPE mvzw cm.) (TYP.OF 1 PER SECIOR,TOM OF 3) CHECKED BY: KB SPRINT EQUIPMENT VERIIGIL INSTAL U26 RRH NIM SOLA APPROVED BY: DPH POSITION 4'-0'MAX.FROM SNEIB AND SHALL PIPE MDL/ONO SPRINT RAD fa1rER AND KIT AUACHM TO F7051N0 o PP wim THE IV SPAM EV[Hmrx. MOIMIW E 0101W PER SUBMITTALS .1 (SEENN OTE 1) may, DATE DESCRIPTION BY 0 04/14/14 1 ISSUED FOR REVIEW SF I _jINSTALL 2AGH=ANTENNA 1 3 SITE NUMBER: A-3 A-5 BS23XC422 SOURCE:SIA SITE AUDIT 00-20-13 SITE NAME: sPFr,., YXIRK MOM NOTE:ORE SWFOR SHOIN POR C ARTY NORTH JVMPERS FRDY 2.5 RRH TO 2.5 - - ANTENNA CAN MM EXCEXCEED1S' ANDOVER M NOTIFY SPRIINT CONsnKcnON 2.5 ANTENNA AND RRH PHOTO DETAIL AND EQUIPMENT SCHEMATIC SITE ADDRESS: MANAGER OF ANY DISCREPANCY. SCALE-- N.T.S. s-1 300 CHESTNUT STREET EACH SECTOR:FURNISH AND INSTALL(8) 1/2'COAX GABLE.M UM(1) 1/2' NORTH ANDOVER, MA 01845 GILJBIUfl0E1 GIBLE.AD 1 1 fET CARE.1E-WRAPS,GINE%OOM/HANOERS. CU91#ONS MO OIHkR MEMNS 70 SEC U ICY ATTACH AM Fl",jA 70 TOMER SIRUC UM ANTENNA SUPPORT PLA7FTAN AD ANTENNA PPE MAST. SW TRIS EACH SWTOR INSTAL(1)HYBRID BUMPER CABLE FLANSH AND ISIALL CABLE � STRUCTURAL BLOCK3/FMl. :=%VMD OTHER SIITABIE MEANS 10 SECURMY ATTACH ND FIItirEN CARIE FNDM MPO MEIXNSA TO RM COIL ECM FIBER CABLES AND SEGUE AT A_5 DETAILS SIDE OF 8886 DO NOT EXCEED BEND RAWA OUT DC POWER CARIES TO LENGTH AT RRH. EXISTING GUYED TOWER SHEET mim NOTE.ONE BE=NOMI FOR CI IY 2.5 ANTENNA AND RRH MOUNTING DETAIL 1 SCALE: N.T.S. 5-1 S- 1 • Sema rlon NMF-- ELECTRICAL NOTES �'�► 1. TO FURNISH AND WALL ALL COWOMMIS TO UPGRADE MOSTN0 ELECTRICAL.SERVICE,CONDUIT.CONDUCTOR.PPC AND NCB IN ACOORQNiCEE'WITH SPRNI COMIRUCIION STANDARDS NV 2.5 ADDENI=THOIEERINO NOTICE 2013-M 1)ALL ELECTRICAL CAL WORIR SHALL CONFORMTD THE REQUIREMENTS OF Sprint 70 FRM9i AND NSTKl IFGI TIE F]O NO NNSTS BREMML CONDUCM NO OONOUIf TO A NNYLRI NEC TIE NATIONAL DlECITJIC/IL CODE(NEC)As WELL As APPLICABLE srATE RA1N0 FOR A 1100-NP.240V CIACUT. AND IACx COOE3. ExISTING (OR NEW) INSTALL Ow NEIN OR R EPAIIIED GROUNDING EIM SNIT REFER TO SPRINT OROUNTBT SONOARDS AND FULMM(AFPIEIENiS): SUPPORT PIPE .LIFER S6 TV. 7FE O.ECTIRL,AL CONiRAC10R SHALL COORDINATE ALL CONDUIT I INTERNATIONAL BLVD,SUBE80D -,ANTI-THEFT UPDATE 70 SPRINT GROUOBT DATED 00-24-12(OR CURRENT`W11910N) MRN LOCJIL UTTLLY OOIPMIES MO SPRINT CONSTRUCTION MAHWAH.N107495 INSTALL NET CABLES -RFaIT!ENGINEERING LETTER EL-0504 DATED 04-20-12(OR CUINIEM VERSION) MANACM LZ:(600)357-7641 SYMBOL LEGEND Ox SPECIAL WORK NOTE 3)ALL CONCHES ROUTED BELFOOD L ANI SHALLST EL CONDUIT 10 IBGD CALVAN®ELBOWS WIN RIgD CN]IANZED STEEL CONOIIT ABOVE GRATE.EXOTHERMIC CONNECTION NV 2. 5 28 4) ALL METALOUNDUFTS SHALLE PROYDED WITH G110LROINC SUSHMM ( SBAM] ANTENNA ANN Ny7ALL DC/FER INSTALL DC/FER PARVP T . • MECHANICAL CONNECTION Pm 110 ADDITIONAL YWIN CONTRACTOR S11ML HLONDE ALL dREcr BURIm oONOUTRs 9EC10R3 THIN PLASTIC WARRING TAPE OFFHiFYfNC CONTEP(M TAPE COLORS SHALL CABLE GROUNDING KIT ; NSIALL NErNAL HYBRID CABLE MPO MEDUSA E OPANGE FOR TELEPHONE MO RED FOR ELECTRIC. SBA COMMUNICATIONS CORP. 1 SRO NT MO 93 BOSTON POST ROAD W ESI,SUITE 320 1i /B N 1m ISTALL OWE WNarO NI CM.AT.T 8 � SP ��µD MARLBOROUGH,MA 01752 TEL.1508)251N20 MRN 2 HOLE LUG LACAilONS,TOP,BOTTOM,ANO AT EQUPIENT) AND MATERIALS � 6 ---- NIFIALL(1) 1-1/4'ML#SLEK CANE D�SCRIlrvr�fExDRAMN S ANO�ICATIALL OINI NaNCIlOIE TAL WORK TO PRORATE COMPLETE OPERATIC AND APPROVED ELECTRICAL IMPORTANT*19LM SYSTEM. STRAPS OPILY MAY BE USED ON FISIM CABLE 8)CQQtAL CONTRACICR 9MLL PAT FEES FOR PERMITS.NO 15 Hudson ®v. #2 SOLID TINNED BCW � I i I 716 OR TE MRM MUST Ti�9P01i5BLE FOR OBTAINNO SMO PERMITS AND COORDINATION OF Deslgtl6raupuc NOT HE USED ON RISEN NSPEtrR10113. EXISTING ANTENNA EXISTING FIBER 3 #2 SOLID TINNED BCW B)EIECRICIIL MD 7ELA0 WRING OUTSIDE A BIALON6 AND EIPOSED TO 16CG OSGOOD STREET GROUND BAR (AGB) DISTRIBUTION PANEL MEA7FER SIML E IN WATER 71GW OALVAIQED RICO SITIM CONDUITS BUIL01NG20NORTH,SUIIE3090 TEL 19 781 5 51-5553 -------- XISTING EOUIPME ��1 OR SCHEDULE■) Lei Pf1MTNLED BIS AND MNERE RHS N.ANDOVER MA 01845 FAX:19781336-5586 EXISTING 100A-2P BREAKER IN EXISTING GROUND ------- GROUND BAR (ECB) - ---�F I N LAUD TIGHT METAL OR NONMET CONDURS. EXISTING PPC, VERIFY BREAKER CONDUCTOR TO EXISTING 11 O REQUIREMENTS WTFH EQUIPMENT 1O)BURIED caNDllTr SHALL E SCHEDULE 40 PVC• ,� GROUND FUINI911 ANT INSTALL 2) 1.5'LOUD IRE DONTUr FOR N OF ,(,f,1 c. MANUFACTURER AND SPRINT ( �\ "'7 NBOt JIIFIRS ANl 00 COOUCTORS.SUPPORT CONOUr 11 ELECTRICAL WO NS SHALL E COPPER WITH TYPE XH W.THIN. OR AT 2 D.Q AND AT VERTICAL-IO-HORMONTAL BETTS. T NSULAROII. EXISTING ELECTRICAL PANEL � �'yG INSTALL LTE eeu AN EL P. J EXISTING 20QA-2P MAIN 12)RUN f1E1L'RRICIIL CONDUIT OR CABLE BETWEEN O,ECTRICAL U1LrtY OO CIRCUIT BREAKER (MCB) AC DEMARCATION POINT AND PRMW OWNER COL sm PPC AS M O EXISTING ON 7HIS DRAMA PROVDE FULL LENGTH PILL ROPE COORDINATE t SOURCE CENTER EXISTING AC POWER MMBTS EXISTING IRSTALL,AiION WITH UTILITY COMPANY CI EQUIPMENT BBU EXISTING SPRINT METER CABINET CABINET P OR CABLE BETWEEN TELEPHONE 0.4 7 0 IN EXISTING METER BANK EXISTING FIBER 1 RUN P�r ,'r OVER CELL SITE TELCO�G■NET AND t--- FROM TELCO I BIS CABIEr AS INDICATED ON THIS DRAWING PROVDE FULL IJ:NDIH Q �� 'A�Fj TELCO PANEL INSTALLFIT �� PULL ROPE N INSTALLED TO.DO CONCUR PRONDE OREElVAEE COMDIIT �p Fc/STER�- I TT MEASURING TAPE AT EACH ENO. FF \\J I2 SOLID TINNED I I2 SOLID TINNED ONAL ' BCW TO EXISTING BCW TO EXISTING 14 FBER OPTIC CRCLIM SHALL E N ACCORDANCE 1NRH NEC ARTICLE GROUNDING GROUNDING EXIST! ASTER WREN CAKES AND RACEWAYS ROUND BAR (MGB) O --"'-------�—— 15)COMIIUNICI1710NS CRClI1S SMALL E N ACCORDANCE WAFT NEO EXISTING GROUND MAIN EXISTING GROUNDING CONNECTION AItI1ClE 800-CON/UNOC/010N9 SVSROIS. TYPICAL POWER AND GROUNDING ONE LINE DIAGRAMS SCALE: N.T.S. E-1 CHECKED BY: KB EXISTING 200A-2P MAIN , '' - Off — J APPROVED BY: DPH OCIRCUIT BREAKER (MCB) SUBMITTALS L EXISTING 100A-2P MMBTS CIRCUIT BREAKER OO REV. DATE DESCRIPTION BY 0 04/14/14 ISSUED FOR RENEW SF SITE NUMBER: BS23XC422 SITE NAME: NORTH <: ANDOVER SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 SIM nu ONE LINE DIAGRAM O soIlRCEr BOA SITE Auorr 00-20-13 —MM'SM SITEAiDTr 09-20-13 SET NIR81A EXISTING PPC BREAKER PANEL E- 1 SCALE: N.T.S. PROTECTNE GROUNDING SYSTEMS GENERA NOTES: 1.�^ SYMBOL LEGEND 1. GROUNDING 250-GROUNDINGSHALL BE N ACCORDANCE WIN HED ARTICLE 250-GROUNDING NO BONING, S p r i n t 0 EXOTHERMIC CONNECTION 2 6ROUNDNO 91K1 BE M ACCORDANCE MDI SPiMRf SSED DOCUMENTS 3018A2004 1lODND. GROUNDING MD TRANSIENT R101WIAN FOR CELL 31115•MIO 301&10.071 M MECHANICAL CONNECTION •SDE RESISTANCE TO WIN 7ESTW. I INTERNATIONAL BLVD,SUITE 800 3 PROVIDE GROUND CONNECTIONS FOR ALL MUM=STN CTURE%ENCLOSURE.RACEMAY3 MAHWAH.NT 07495 CABLE GROUNDING KIT MO ODER CONDUCTIVE Dp1S ASSOCIATED MRI THE NS7MANI N OF CARRET'9 TEL:ISI 357.7641 EQUIPMENT. ENT. 4, GROUND CONEC11pIN CLEAN SURFACES TNOROUOF&Y BEFORE APPLYING GROUND LUGS OR ClAMM F SUIFAGE IS COATED,MUM THE CORDING,APPLY A NOH-OORRMM APPROVED UNLESS NOTED OTHERWISE,ALL BONDING COMPOUND M SURFACE BE INSTALL LUZOR CID UP METE GALYAID7D IS CONDUCTORS ARE 2� SOLID TINNED BCW. RE110VED FROM REGI.R SHALL�RANTED OR 70lICHED 1R WITH'GALVf411Xf'OR BOLA. 0. ALL GROUNDING WIRES SNAIL PROVIDE A STRAIGHT,DOMIMMD PATH TO GROUND MM [ SBA GRADUAL BE1UO3 AS REQUIRED.GROUND WIRES SHALL NOr SE LOOTED OR SHARPLY BEM EXISTING MASTER GROUND BAR (MOB) S. ALL CLAPS AND SUPPORTS USED TO SUPPORT THE GR1X11pD SY91F01 CONDUCTORS AND PVTr DOIDUIS 911ML ISEP11C TYPE/�� NOT FEE RETIAL AtAC1E15 OR SBA COMMUNICATIONS CORP. SUPPORTS MRCFI WOUD FOM A J^" E RING ANY GROUNDI G�7CIaL 33 BOSTON POST ROAD-EST, SURE 320 MARLBOROUGH.MAO]752 REL:15081251-0720 EXISTING EQUIPMENT GROUND BAR (EGB) --♦ 7, ALL GROW MINES SHALL BE 02 SOLID TINNED BOW UNLESS NOTED OTFERNSE. ♦ & PROVIDE DEDICATED n ARG COPPER GROUND VIRE FROM EACH ANTENNA MOUNTING LININPTF FRAMES6 CARE RACM AND OTHER METALLM COMPONENTS G E EXISTING i!2 STRANDED, �E7R R� 70 ASSOCIATED Clint INSULATED COPPER (TVP.) I -- Eater NDS) G TKGROW ANTENNAA AND MTM Hudson fpUAU7ED SURFACE 111X1RIED 6ROlMD BARS CONNELTION GEIAI S SHALL FOLLOM Design Groupuc® ASTRAL MEJOYIL OR1XSND 10f AID i ♦ MANUFACTURER'S SPECIFICATIONS FOR GROU M /A INSULATED RDH 24IO E NLG 1&EACH EQUIPMENT CARET SHALL BE CONNECTED TO THE MASTER ISOLATION GROW BAN �� EXISTING (RAGE)WITH 02 91XM TINNED SIM EQUIPMENT CABINETS MAIL HAVE(2)CMWF04L 1600 OSGOOD STREET AND PGWE7� -- BOU BURNING E NORTH,SUITE 3090 TEL:1978;557-5553 CABINET ISH AM NOR ML W 1,N. 11.Cfi0lI0 HYBRIFLDI SHIELD A7 TOP,1I0T10Y AFD AT TRANSITION TO FIYBRFIDI JUMPER N.ANDOVER.MA 01845 FA%:1978;336-558fi LIQUID GROUNDING CABLES AT EQUIPMENT CABINET'ENTRANCE USING MMAIFACTUEn GUIDELINES. MEN SUPPORT CONO 11T AT 24.OAA.AND HVBRFLET1 CABLE EkCEED9 200'.GROUND AT NiFRVM.S NOr DICESIDING 100'. EXISTING FIBER DISTRIBUTION BOX —_♦ AT VFRIILAL-TO-H1XIQONTAL BENDS. (� IsrALL HYEIRFW 12SPACVHOLES MR ADDITIONAL. ME li�GROUND BARS I1NYE ENOUGH �N OF lvbgs�9� TITEFURNISH AND IONDUCT N FFEEh) 11X•LIQUID AND COHOUCIOR%SUPPORT IMPERS —'♦ EFR ONLY)AND 13 E7IDtFEO1WC WF10NG NO94ML B FOR GROUNDING CONNECTIONT MIIDE PRACOLE96 IJIL yG CGDUr AT 24.O.C.AND AT ---0 GR01 0 BARRELOYNEIRINISE.THEGS OR DOUBLE CONNECTION SQL C MADE HE C COMPRESSION HALL N1XEs,!GING A N I E L P. J VERTICAL-To-HORaaNIAL BEDS R BARREL aOWITr BETTS K PR�SHiD�)BEF�MbWVXM THE�� ED M -- EIGSTIN0 NR915 THE CONTRACTOR SHALL FM M MANUFAGTUIRM RECOMMENDED TORQUES ON THE Sarum FURNISH AND NSIAu�1)2•LIQUID ASSEMBLY TG sLacuRE caaRocrlDNr. CI TRE CONDUIT FOR ,RAPERS. 14.AT ALL TERMINATIONS;AT EouFLOT ENCLOSURES,19ANL.AND FRAMES OF BOUIP ENT MD 0.4 7 0 DC CONDUCTIONS,MD ALARM. WHERE DEPOSED FDR GROUNDING.CONDUCTOR IEINDMION SHALL BE PERFORMED U MING SUPPORT CONDUIT AT 24'O.C.AND TWO HOLE BOLTED TONGUE COMPRESSION TYPE LUGS WRH STMilL3S SUED.SELF TAF4lD AT VERTICAL-TO-H ORaaTM mos SCREM o F�/STERE �F ♦ NSGu INTERNAL GROUND NT AND 10.THE MASTER GROUND BUT OMM SHALL BE LADE OF BARE 1/4W COPPER OUR OUTDOOR FESS/ONAL -- TOP HA7 OR /9 MAATED WITH 2-HOLE LIM APPLICATIONS R OVAL SE TINNED COM"AM LARGE EMKIUGH TO ACCOMMODATE TE EXISTING BURIED GROUND RING (BOR) GROWTH CABINET REgURED NU OF CNOIID THE KVONARE SECURING THE MSB SHALL EXPANSION EXISTING EQUIPMENT ELECINOAL INSULATE THE MOB FROM ANY STRUCTURE 70 WHICH T IS FASTENED. 000 TOS) GROUNDING BAR (EGB) 1a ALL BOLTS.MASHAIS,AND NIr15 USED ON G11XNDID CONNECTIONS SHALL FE sTllarms STEEL 17.ALL GROUDDNLi CONNECIONS SHALL BE COATED MIH A COPPER SH91D MTI-CORROSIVE ADM SUCH AS TAB NOPR STELA VERIFY PRODUCT WIN SPRINT CONSTRUCTION MAAGM 1&FOR NEM OR REPAIRED GROUNDING EOUPNE T.REFER 70 SPRINT GROUNDING STMOAIDS AND FOU MM(SUPPLE El111S): -MTFTHEFr UPDATE TO SPRINT GROUNDING DATED:00-24-12(OR CURRENT VFRSp10 -SPRIT ENDIEERM LETTER EL-0804 DINED:04-20-12(OR CURRENT VERSIO D NOTE:HYBRIFLEX (FIBER& POWER)AND HYBRIFLEX (FIBER-ONLY) SHOWN. REFER TO RAN EQUIPMENT REDS FOR SITE-SPECIFIC SCENARIO. 2.5 RAN EQUIPMENT GROUNDING SCHEMATIC �1 CHECKED BY: KB SCALE: N.T.S. E-2 APPROVED BY: DPH BUTT CONDUCTOR INSULATION UP AGAINST SUBMITTALS 2/AWG STRANDED INSULATED,/4 OR THE CONNECTOR BARREL #6 AWG SOLID CU CONDUCTOR WITH REV. DATE DESCRIPDON BY GREEN,60OV,THWN-2 INSULATION INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO-HOLE CONNECTORS EXTERNAL TOOTHED EXISTING GROUNDING BAR ON WALL. 3/8'0x1 1/2' FLOOR, OR ON ANTENNA TOWER S/S N 0 04/14/14 ISSUED FOR RENEW SF Q ® 0 000 S/S LOCK WASHER COLD SHRINK OR SITE NUMBER: ® o Q ® 0 V Q o ro (D APPROVED EQUAL BS23XC422 S/S FLAT WASHER — — 1•MIN SITE NAME: NORTH ANDOVER SITE ADDRESS: APPLY NO-OX 300 CHESTNUT STREET 1/4-MN NORTH ANDOVER, MA 01845 TWO HOLE SPADE,TO BE USED TO CONNECT TO GROUND BAR S/S FLAT WASHER GROUND BAR SED TOTE NOTES GROUNDING DETAILS 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE DO NOT COAT INUNE S/S BOLT(1 OF 2) COLD SHRINK OR LUG. APPROVED EQUAL AND NOTES 2.IF STOLEN GROUND BARS ARE ENCOUNTERED, CONTACT SPRINT CM FOR REPLACEMENT THREADED ROD KR. TINNED COPPER GROUNDING BAR SHM NULNR INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR TWO HOLE LUG E-2 SCALE N.T.S. E-2 SCALE N.T.S. E-2 SPECIAL CONSTRUCTION NOTE* PROJECT: 2.5 EQUIPMENT DEPLOYMENT >SPRINT TOWER TOP WORK IS CONTINGENT ON THE FOLLOWING: Sprint' • COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS (PROVIDED BY TOWER OWNER). • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT (PROVIDED BY A&E VENDOR). • GC SHALL FURNISH, INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS DIFICATIONS AS INDICATED IN BEFORE—MENTION ANALYSIS AND ASSESSMENT. SITE NAME: NORTH ANDOVER • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER FOUNDATION STRUCTURAL IWTERNAn NJ 07495 su EBDD MODIFICATIONS INCLUDING (AS NECESSARY) CONTROLLED CONSTRUCTION INSPECTIONS, SHOP—DRAWING APPROVALS, MATERIALS TEST RESULTS, AND FINAL MAHwA1.NJW41 TEL:{800135]J641 ENGINEER'S AFFIDAVIT. SITE CASCADE: BS23XC422 S BA ffill SBA COM�NUNICATIONS CORP. Sprint MARKET: BOSTON M BOSTON POST ROAD WEST,SURE 320 MARLBOROUGH.MA 01752 TEL{5081251(1720 Hudson ,, SBA SITE ID: MAO 1 085-A/N 0 RTH ANDOVER DesignGroupuc 1600 OSGOOD STREET ®. NOTE" BUILDING 20 NORTH.SUITE 3090 TET:19]8557-5553 OWNER AND TENANT MAY, FROM TIME TO TIME AT TENANT'S OPTION, REPLACE THIS EXHIBIT SITE ADDRESS: 300 CHESTNUT STREET NANDO ER MA 01845 PA ,978,1765586 WITH AN EXHIBIT SETTING FORTH THE LEGAL DESCRIPTION OF THE SITE, OR WITH ENGINEERED OR AS—BUILT DRAWING DEPICTING THE SITE OR ILLUSTRATING STRUCTURAL REPRESENTATION OFTHECONSTRPLANS OF UCTION LOCATED THE THE CONTAINED TE IN UATHES OTHER NORTH ANDOVER, MA 01845 �" �� DOCUMENTS IS ILLUSTRATIVE ONLY, AND DOES NOT LIMIT THE RIGHTS OF SPRINT AS AN EL P. GJ, PROVIDED FOR IN THE AGREEMENT. THE LOCATIONS OF ANY ACCESS AND UTIUTY EASEMENTS ARE ILLUSTRATIVE ONLY. ACTUAL LOCATIONS MAY BE DETERMINED BY TENANT AND/OR THEM SERVICING UTILITY COMPANY IN COMPUANCE WITH LOCAL LAWS AND REGULATIONS. SITE TYPE: 153' GUYED TOWER ci SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX o.4 7 0 SHEET NO: SHEET TITLE REV CHK BY �O ST PROPERTY PROPERTY OWNER: �0 SPRINT EQUIPMENT MODIFICATIONS REQUIRED TO SUPPORT SSS/ONAL MODERNIZATION OF AN EXISTING WIRELESS COMMUNICATIONS FACILITY T-1 TITLE SHEET 0 KB SF SBA PROPERTIES, LLC. m AND UTILIZATION OF FCC BROADBAND SPECTRUM LICENSE FOR 2.5GHz 5900 BROKEN SOUND PARKWAY, NW F FREQUENCY, INCLUDING INSTALLATION OF: BOCA RATON, FL 33487-2797 SP-1 OUTLINE SPECIFICATIONS 0 KB SF PHONE: 561-226-9523 t GROUND—LEVEL RAN EQUIPMENT, CONSISTING OF: SP-2 OUTLINE SPECIFICATIONS 0 KB SF tJa • RETROFIT EXISTING MMBTS CABINET WITH (1) RECTIFIER SHELF, (3) SP-3 OUTLINE SPECIFICATIONS 0 KB SF SBA REGIONAL SITE MANAGER: RECTIFIERS, 2.5 RADIO ACCESS NETWORK (RAN) EQUIPMENT & (1) RUSS PUTNAM BBU KIT PHONE: 617-794-1405 • INSTALL (1) ADDITIONAL BATTERY STRING INSIDE EXISTING BATTERY A-1 COMPOUND & EQUIPMENT PLAN 0 KB SF RPUtname®sbac_ite.com c Qt BACKUP (BBU) CABINET A-2 ELEVATION AND ANTENNA PLANS 0 KB SF S1.1 SITE �a� TOWER—TOP EQUIPMENT, INCLUDING INSTALLATION OF: A-3 RF DATA SHEET 0 KB SF TOWER OWNER: vn SBA PROPERTIES, LLC. A _ F (3) PANEL ANTENNAS A-4 RAN WIRING DIAGRAM 0 KB SF 5900 BROKEN SOUND PARKWAY, NW a _ iee « (3) REMOTE RADIO HEADS (RRH) A-5 EQUIPMENT DETAILS 0 KB SF BOLA BROKE FL 33487-2KW �� c (1) HYBRID CABLE (AND ASSOCIATED FIBER, DC POWER, COAXIAL A-6 EQUIPMENT DETAILS 0 KS SF PHONE: TON, F 633487 " 4�� CABLE JUMPERS AND ANTENNA REMOTE ELECTRICAL—TILT (RET) CABLE CHECKED BY: KB S-1 STRUCTURAL DETAILS 0 KS SF SPECIAL ZONING NOTE: APPROVED BY: DPH LATITUDE N D83): BASED ON INFORMATION PROVIDE BY SPRINT REGULATORY COMPLIANCE E-1 ONE LINE DIAGRAM 0 KB SF GOGGLE EARTH 2-C CONFIRMATION r PROFESSIONALS AND LEGAL COUNSEL, THIS TELECOMMUNICATIONS 42' 40' 08.14" N vi i EQUIPMENT DEPLOYMENT IS CONSIDERED AND ELIGIBLE FACILITY UNDER E-2 GROUNDING DETAILS AND NOTES 0 KB SF SUBMITTALS 42.66892' f1s�. THE TAX RELIEF ACT OF 2012, 47 USC 1455(A), AND IS SUBJECT TO REV. DATE DESCRIPTON 6f 6— 'S"-, AN EXPEDITED ELIGIBLE FACILITIES REQUEST/REVIEW AND ZONING t1 i N PRE—EMPTION FOR LOCAL DISCRETIONARY PERMITS (VARIANCE, SPECIAL LONGITUDE (NAD83): 2v}. c` PERMIT, SITE PLAN REVIEW, ADMINISTRATIVE REVIEW). GOOGLE EARTH 2-C CONFIRMATION °othSt e°6 y`' -71• 06' 31.67" W 7 d Q m -71.10878' LOCATION MAP GOOGLE EARTH 2-C CONFIRMATION GENERAL NOTES APPROVALS COUNTY• O 04/14/14 ISSUED FOR REVIEVr SF ESSEX 1. THIS IS AN TELECOMMUNICATION FACILITY AND NOT FOR THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND ADA COMPLIANCE NOT REQUIRED. AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED SITE NUMBER: ZONING JURISDICTION: — POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING BS23XC422 a ;w — NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. TOWN OF NORTH ANDOVER 2. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND SITE NAME: ZONING DISTRICT: CONDITIONS ON JOB SITE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NORTH ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE ANDOVER RESIDENTIAL — 3 PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE +a ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR SPRINT: DATE: SITE ADDRESS: POWER COMPANY: To CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 300 CHESTNUT STREET NATIONAL GRID 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND CONSTRUCTION NORTH ANDOVER, MA 01845 ORDINANCES. BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH MANAGER: DATE: AAV PROVIDER: EDITION SHEET TTBF VERIZON ELECTRICAL CODE: 2005 NATIONAL ELECTRICAL CODE STRUCTURAL CODE: TIA/EIA-222—G STRUCTURAL STANDARDS FOR LEASING SPRINT CONSTRUCTION MANAGER: ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. SITE ACQUISITION: DATE: TITLE SHEET WILLIAM MARTIN PHONE: 774-232-3206 william.martin®sprint.com IIS, RF ENGINEER: DATE: SHEET NT a S i EQUIPMENT SUPPLIER: LANDLORD/ ALCATEL—LUCENT Know whaYsbelow. TOWEROWNER: DATE: T- 1 600 MOUNTAIN AVENUE Call before you dig. MURRAY HILL, NJ 07974 www.call8ll.com r THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS SECTION 01 300 - CELL SITE CONSTRUCTION >AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. PART 1 - GENERAL SECTION 01 100 - SCOPE OF WORK 1.1 IHE_WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER Sprint PART 1 - GENERAL 1.11 UTILITIES SERVICES: WHERE NECESSARY TO CUT EXISTING PIPES, ELECTRICAL WIRES, CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED CONDUITS, CABLES, ETC., OF UTILITY SERVICES, OR OF FIRE PROTECTION OR BY THE CONTRACTOR. 1.1 T� MAHWA_WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE COMMUNICATIONS SYSTEMS, THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES OR 1.2 RELATED DOCUMENTS: HWAAnoNA49EVD,surEe00 H,NJ 07495 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. TEL:)800)357-7641 CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. INVOLVED: B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A PART 1.2 RELATED DOCUMENTS: 1.12 PERMITS / FEES: WHEN REQUIRED THAT A PERMIT OR CONNECTION FEE BE PAID TO A 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 SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR A. NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE 70 PROCEED AND THE ISSUANCE MADE A PART OF THESE SPECIFICATIONS HEREWITH. PROTECTING EXISTING EQUIPMENT AND PROPERTY. OF THE WORK ORDER. 1.3 PRECEDENCE: SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION 1.14 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM e. UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY PERFORM 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. SBA COMMUNICATIONS CORP. WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION A. TOP HAT PART 2 - PRODUCTS (NOT USED) 33 BOSTON POST ROAD WEST,SURETEL:320 DRAWINGS SHALL TAKE PRECEDENCE. NOTIFY SPRINT CONSTRUCTION MANAGER IF THIS B. HOW TO INSTALL A NEW CABINET PART 3 - EXECUTION MARLBOROUGH.MA 01752 ISOBI 251-0720 OCCURS. C. BASE BAND UNIT IN EXISTING UNIT 3.1 FUNCTIONAL REQUIREMENTS: D. INSTALLATION OF BATTERIES 1.4 NATIONALLY RECOGNIZED CODES AND STANDARDS: E. INSTALLATION OF HYBRID CABLE A THE ACTIVITIES DESCRIBED IN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES A. THE WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND F. INSTALLATION OF RRH'S REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRIBED ARE NOT EXHAUSTIVE, Hudson STANDARDS, LATEST EDITION, AND PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO G. CABLING AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE THE FOLLOWING: H. SPRINT TS-0200 (CURRENT VERSION) - ANTENNA LINE ACCEPTANCE STANDARDS THE CONSTRUCTION OF A FULLY FUNCTIONING WIRELESS FACILITY AT THE SI7E IN ACCORDANCE WITH Design GroUPuc® 1. GR-78-CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. COMPANY PROCESSES. OF TELECOMMUNICATIONS EQUIPMENT. J. COMMISSIONING MOPS B. SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN, AND OBTAIN REQUIRED APPROVALS WHILE 2. GR-1089 CORE, ELECTROMAGNETIC COMPATIBILITY AND ELECTRICAL SAFETY -GENERIC K. SPRINT CELL SITE ENGINEERING NOTICE - EN-2013-002 THE WORK IS BEING PERFORMED. 16000SGOODSrREE CRITERIA FOR NETWORK TELECOMMUNICATIONS EQUIPMENT. L. SPRINT ENGINEERING LETTER - EL-0504 fiUILDMK20NORTH.SURE3090 rec 197ai557-su3 M. SPRINT ENGINEERING LETTER - EL-0568 C. MANAGE AND CONDUCT ALL FIELD CONSTRUCTION SERVICE RELATED ACTIVITIES N.ANDOVER.MA 01845 FAX:(978)3363586 3. NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS (NEPA) INCLUDING N. SPRINT TECHNICAL SPECIFICATION - TS-0193 D. PROVIDE CONSTRUCTION ACTIVITIES TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS, NFPA 70 (NATIONAL ELECTRICAL CODE - "NEC") AND NFPA 101 (LIFE SAFETY CODE). 1.15 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS: INCLUDING BUT NOT LIMITED TO THE FOLLOWING: r 4. AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM) 1. PERFORM ANY REQUIRED SITE ENVIRONMENTAL MTTIGATION. �F 5. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE) A CONTRACTOR WILL UTILIZE ITS BEST EFFORTS TO WORK WITH SPRINT ELECTRONIC s PROJECT MANAGEMENT SYSTEMS. CONTRACTOR UNDERSTANDS THAT SUFFICIENT INTERNET 2. PRECOMPARE GROUNDSURFACE SITES; PROVIDE DE-GRUBBING; AND ROUGH AND FINAL GRADING, AND ��Q 9�yG 6. AMERICAN CONCRETE INSTITUTE (ACI) ACCESS, EQUIVALENT TO "BROADBAND" OR BETTER, 15 REQUIRED TO TIMELY AND 3. MANAGE AND CONDUCT ALL ACTIVITIES FOR INSTALLATION OF UTILITIES INCLUDING ELECTRICAL AND ANIEL P. J, 7. AMERICAN WIRE PRODUCERS ASSOCIATION (AWPA) EFFECTIVELY UTILIZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO TELCO BACKHAUL B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) MAINTAIN APPROPRIATE CONNECTIONS FOR CONTRACTOR'S STAFF AND OFFICES THAT ARE 4. INSTALL UNDERGROUND FACILITIES INCLUDING UNDERGROUND POWER AND COMMUNIC S 9. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) COMPATIBLE WITH SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS CONDUITS, AND UNDERGROUND GROUNDING SYSTEM. CI 10. PORTLAND CEMENT ASSOCIATION (PCA) 5. INSTALL ABOVE GROUND GROUNDING SYSTEMS. PART 2 - PRODUCTS (NOT USED) 5. PROVIDE NEW HVAC INSTALLATIONS AND MODIFICATIONS. 0.4 7 O 11. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) PART 3 - EXECUTION 7. INSTALL "H-FRAMES', CABINETS AND SHELTERS AS INDICATED. `1- 12. BRICK INDUSTRY ASSOCIATION (BIA) 8. INSTALL ROADS, ACCESS WAYS, CURBS AND DRAINS AS INDICATED. n7GcG �O 13. AMERICAN WELDING SOCIETY (AWS) 3.1 TEMPORARY UTILITIES AND FACILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 9. ACCOMPLISH REQUIRED MODIFICATION EF FOUNDATIONS.XISTINFACILITIES. O�Ss ST 14. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THECC /ONAL E 15. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) CONSTRUCTION DOCUMENTS. TEMPORARY UTILITIES AND FACILITIES INCLUDE POTABLE WATER, 11. PROVIDE SLABS AND EQUIPMENT PLATFORMS. 16. DOOR AND HARDWARE INSTITUTE (DHI) HEAT, HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, AND 12. INSTALL COMPOUND FENCING, SIGHT SHIELDING, LANDSCAPING AND ACCESS BARRIERS. 17. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN 13. PERFORM INSPECTION AND MATERIAL TESTING AS REQUIRED HEREINAFTER. 18. APPLICABLE BUILDING CODES INCLUDING UNIFORM BUILDING CODE, SOUTHERN BUILDING ACCORDANCE WITH OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE 14. CONDUCT SITE RESISTANCE TO EARTH TESTING AS REQUIRED HEREINAFTER THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES 15. INSTALL FIXED GENERATOR SETS AND OTHER STANDBY POWER SOLUTIONS. CODE, BOCA, AND THE INTERNATIONAL BUILDING CODE. AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY 16. INSTALL TOWERS, ANTENNA SUPPORT STRUCTURES AND PLATFORMS ON EXISTING TOWERS AS 1.5 DEFINITIONS: FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. REQUIRED. 17. INSTALL CELL SITE RADIOS, MICROWAVE, GPS, COAXIAL MAINLINE, ANTENNAS, CROSS BAND A. WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT 3.2 ACCESS TO WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB SITE FOR COUPLERS, TOWER TOP AMPLIFIERS, LOW NOISE AMPLIFIERS AND RELATED EQUIPMENT. DOCUMENTS. AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE 18. PERFORM, DOCUMENT, AND CLOSE OUT ANY CONSTRUCTION CONTROL DOCUMENTS THAT MAY BE B. COMPANY: SPRINT CORPORATION ARCHITECT/ENGINEER DURING ALL PHASES OF THE WORK. REQUIRED BY GOVERNMENT AGENCIES AND LANDLORDS. C. ENGINEER: SYNONYMOUS WITH ARCHITECT & ENGINEER AND "A&E". THE DESIGN 19. PERFORM ANTENNAL AND COAX SWEEP TESTING AND MAKE ANY AND ALL NECESSARY PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT. 3.3 TESTING: REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL BE AS INDICATED CORRECTIONS. D. CONTRACTOR: CONSTRUCTION CONTRACTOR; CONSTRUCTION VENDOR; INDIVIDUAL OR ENTITY HEREWITH. ON THE CONSTRUCTION DRAWINGS. AND IN THE INDIVIDUAL SECTIONS OF THESE 20. REMAIN ON SITE MOBILIZED THROUGHOUT HAND-OFF AND INTEGRATION TO ASSIST AS NEEDED WHO AFTER EXECUTION OF A CONTRACT IS BOUND TO ACCOMPLISH THE WORK. SPECIFICATIONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT UNTIL SITE IS DEEMED SUBSTANTIALLY COMPLETE AND PLACED "ON AIR." E. THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED SEPARATELY BY THE ADDITIONAL TESTING, THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA 3.2 GENERAL REQUIREMENTS FOR CIVIL CONSTRUCTION: COMPANY, A&E, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC FOR COMPANY'S TEST AGENCY. CHECKED BY: KB TASKS RELATED TO BUT NOT INCLUDED IN THE WORK. 3.4 DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE A CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. F. OFC): OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING G. CONSTRUCTION MANAGER - ALL PROJECTS RELATED COMMUNICATION TO FLOW THROUGH FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS. RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. APPROVED BY: DPH SPRINT REPRESENTATIVE IN CHARGE OF PROJECT... 3.5 EXISTING CONDITIONS: NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS B. EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" AND CLEAR OF DEBRIS. DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER 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 SUBMITTALS ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ENGINEER. CONDITION. REV. DATE DESCRIP110N BY CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPRINT 1. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION 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 1.7 POINT OF 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 ME-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 FOR SPRINT. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN BY THE CONTRACTOR. THE ENVIRONMENT, OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD. 1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, 1.2 RELATED DOCUMENTS: D. CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE 0 04/14/14 ISSUED FOR RENEW SF 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 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. B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MAGE A CONDUCT TESTING AS REQUIRED HEREINSITE NUMBER: E. . PART OF THESE SPECIFICATIONS HEREWITH. BS23XC422 1.9 DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION 3.3 nEUVERAFILES: 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 REV UB, APPROVE, AND SUBMIT TO SPRINT SHOP DRAWINGS, PRODUCT DATA, SITE NAME: SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH SAMPLES, AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER NORTH 3.1 RECEIPT OF MATERIAL AND EQUIPMENT: CONSTRUCTION COMPLETION. B. PROVIDE 700CUMENTATION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING. DOCUMENTATION ANDOVER A. THE JOBSITE DRAWINGS, 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/OR UPLOADED INTO SMS. IN RED PENCIL WITH ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE CONSTRUCTION DOCUMENTS. 1. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTION REPORTS. SITE ADDRESS: DOCUMENTS. AT CONSTRUCTION COMPLETION, THIS JOBSITE MARKUP SET SHALL BE B. THE CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON 2. PROJECT PROGRESS REPORTS. 300 CHESTNUT STREET DELIVERED TO THE COMPANY OR COMPANY'S DESIGNATED REPRESENTATIVE TO BE RECEIPT SHALL: 3. CML CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). NORTH ANDOVER, MA 01845 FORWARDED TO THE COMPANY'S A&E VENDOR FOR PRODUCTION OF "AS-BUILT' DRAWINGS. 1. ACCEPT DEUVERIES AS SHIPPED AND TAKE RECEIPT. 4. ELECTRICAL SERVICE COMPLETION DATE (POPULATE FIELD IN SMS AND/OR FORWARD B. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO 2• VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. NOTIFICATION). SUIT JOB DIMENSIONS 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 AND/OR FORWARD NOTIFICATION). sEErTTTLE PART OF THE WORK. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF AGREEMENT. 6. POWER INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). 4. RECORD ANY DEFECTS OR DAMAGES AND WITHIN TWENTY-FOUR HOURS AFTER RECEIPT, ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK. 7. TELCO READY DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). OUTLINE C .DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. SPACING REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH. B. PPC (OR SHELTER) INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). BETWEEN EQUIPMENT IS THE REQUIRED CLEARANCE. SHOULD THERE BE ANY QUESTIONS 56.. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING.COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING 9, TOWER CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD SPECIFICATIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE. NOTIFICATION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 3.2 DELIVERABLES' 10. TOWER CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD SPRINT CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH THE WORK. NOTIFICATION). MET wmeER 1.10 USE OF jQ$_SITE: 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 OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, B. 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) S P- 1 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 NOTIFICATION). COPY DOCUMENTATION AS REQUESTED. 14. SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SMS. CONTINUE SHEET SP-2 „ CONTINUED FROM SP-1: 3.3 REQUIRED INSPECTIONS: 8. REPORT INFORMATION WILL BE TRANSMITTED TO SPRINT VIA ELECTRONIC MEANS AS REQUIRED. A. SCHEDULE INSPECTIONS WITH COMPANY REPRESENTATIVE. THIS INFORMATION WILL PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT. c ^i1 SECTION 01 400 - SUBMITTALS TESTS AND INSPECTIONS B. CONDUCT INSPECTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.2 PROJECT CONFERENCE CALLS: V p ri nt 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 1.1 THE 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 2. FORMING FOR CONCRETE AND REBAR PLACEMENT PRIOR TO POUR DOCUMENTED WITH DIGITAL PROJECTIONS, AND ANSWER ANY OTHER SITE STATUS QUESTIONS AS NECESSARY. 1 INTERNATIONAL BLVD,SURE 800 OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT REPRESENTATIVE MAHWAH,NJ 07495 BE PERFORMED BY THE CONTRACTOR. 3. COMPACTION OF BACKFILL MATERIALS; AGGREGATE BASE FOR ROADS, PADS, AND ANCHORS; 3.3 PROJECT TRACKING IN SMS: TEL(8W)357-7641 1.2 RELATED DOCUMENTS: ASPHALT PAVING; AND SHAFT BACKFILL FOR CONCRETE AND WOOD POLES, BY INDEPENDENT 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 FACILITIES. 5. TOWER ERECTION SECTION STACKING AND PLATFORM ATTACHMENT DOCUMENTED BY DIGITAL 3.4 ADDITIONAL REPORTING: MADE A PART OF THESE SPECIFICATIONS HEREWITH. PHOTOGRAPHS BY THIRD PARTY AGENCY. A ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS BA 1.3 SUBMITTALS: 6. ANTENNA AZIMUTH DOWN TILT AND PER SUNLIGHT TOOL SUNSIGHT INSTRUMENTS - DETERMINED TO BE REASONABLY NECESSARY BY COMPANY. ANTENNALIGN ALIGNMENT TOOL (AAT) A. THE WORK IN ALL ASPECTS SHALL COMPLY WITH THE CONSTRUCTION DRAWINGS AND 7. VERIFICATION DOCUMENTED WITH THE ANTENNA CHECKLIST REPORT, BY A&E, SITE 3.5 PROJECT PHOTOGRAPHS: DEVELOPMENT REP, OR RF REP. 33805 NPOSTR AD S THESE SPECIFICATIONS. B. FINAL INSPECTION CHECKLIST AND HANDOFF WALK HOC.. SIGNED FORM SHOWING A. FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPEG FORMAT IN THE SMS PHOTO 33BDSTONPOST RA 01752WEST,SUITE 320 B. 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 MARLBOROUGH.MA 01752 rE:lsoelzslono 1. 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 TOP AND INACCESSIBLE SERIALIZED 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). HU�SOIr1 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 COMPANY'S 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). DesignGroupLLcQ,. METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGER FOR 5. PHOTOS OF TOWER SECTION STACKING. IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES ND/OR AS A RESULT OF APPROVAL PRIOR TO BEING SHIPPED TO SITE. SPRINT WILL REVIEW AND APPROVE ONLY 6. CONCRETE TESTING / SAMPLES. TESTING. BUIL SOSGOODNG20N STREET THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. 7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION. ewLDwc zo NORTH.suuE 3wo rEL 1978;ss7sss3 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. N.ANDOVER.MA 01845 FAX:1978;.6ssse FOR USE OF ALTERNATE PRODUCT. CONTRACTOR WITH WRITTEN REPORTS AND PHOTOGRAPHS. PHOTOGRAPHS MUST BE DIGITAL 9. SHELTER FOUNDATION--FORMS AND STEEL BEFORE POURING. AND OF SUFFICIENT QUALITY TO CLEARLY SHOW THE SITE CONSTRUCTION. PHOTOGRAPHS 10. SHELTER FOUNDATION POUR WITH VIBRATOR IN USE. 1.4 TESTS AND INSPECTIONS: MUST CLEARLY IDENTIFY THE PHOTOGRAPHED ITEM AND BE LABELED WITH THE SITE 11. COAX CABLE ENTRY INTO SHELTER. N OF A THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS CASCADE NUMBER, SITE NAME, DESCRIPTION, AND DATE. 12.13. ROOTFORM FTOP PREHANICAL D POSTNCONIONS TO STRUCTTIONWPHOTIOSOTO INCLUDE PENETRATIONS AND INTERIOR AND PROJECT DOCUMENTATION. 3.4 DFLIVERABLES: TEST AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATION SHALL BE CEILING. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE UPLOADED TO THE SMS AND/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE 14. PHOTOS OF TOWER TOP COAX LINE COLOR CODING AND COLOR CODING AT GROUND LEVEL ANIEL P. GJ FOLLOWING: PERMANENT SITE FILES. 15. PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATORY SIGNAGE. AND FIBER TESTS PER SPRINT TS-0200 (CURRENT VERSION) ANTENNA LINE 16. PHOTOS AN EQUIPMENT BOLT DOWN INSIDE SHELTER. 1. COAX SWEEPS M A THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE. 17. POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO U CI ACCEPTANCE STANDARDS. 1. CONCRETE MIX AND CYLINDER BREAK REPORTS. LOCATIONS INCLUDING METER/DISCONNECT. 2. AGL, AZIMUTH AND DOWNTILT USING ELECTRONIC COMMERCIAL MADE-FOR-THE-PURPOSE 0.4 7 O ANTENNA ALIGNMENT TOOL. 2. STRUCTURAL BACKFlLL COMPACTION REPORTS. 18. ELECTRICAL TRENCH(S) WITH ELECTRICAL / CONDUIT BEFORE BACKFILL 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 4. SITE ANTENNA RESISTANCE NTO EARTH TEST. 19.AND DOWN TILT VERIFICATION 20.R ECORICAL TRENCHEWCIH(S) WITH FOIL-BACKED / CONDUIT TAPE EFBEFORE ORE FURTHER BACKFILL �KFILL. � G/STERE-� IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES ND/OR AS A RESULT OF 5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED PER 21.TELCO TRENCH WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL. FESS/ ENG SUPPLIER'S REQUIREMENTS AND THE APPLICABLE SECTIONS HEREIN. 22.SHELTER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS ONAL C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING; 6. COAX CABLE SWEEP TESTS PER COMPANY'S "ANTENNA LINE ACCEPTANCE STANDARDS". AND BEND RADII). 1. AZIMUTH, DOWNTILT, AGL - UPLOAD REPORT FROM ANTENNA ALIGNMENT TOOL TO SITERRA 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, DOWNTILT, AND AGL MUST CONFORM TO THE RF DATA BEND RADII). SHEETS. SWEEP AND FIBER TESTS 1. TEST WELLS AND TRENCHES: PHOTOGRAPHS OF ALL TEST WELLS; PHOTOGRAPHS SHOWING ALL 24.FENCE GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND 2. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT OPEN EXCAVATIONS AND TRENCHING PRIOR TO BACKFILLING SHOWING A TAPE MEASURE VISIBLE IN THE EXCAVATIONS INDICATING DEPTH. BEND RADII). 3. ALL AVAILABLE JURISDICTIONAL INFORMATION 2. CONDUITS, CONDUCTORS AND GROUNDING: PHOTOGRAPHS SHOWING TYPICAL INSTALLATION OF 25.ALL BTS GROUND CONNECTIONS. 4. PDF SCAN OF REDLINES PRODUCED IN FIELD CONDUCTORS AND CONNECTORS; PHOTOGRAPHS SHOWING TYPICAL BEND RADIUS OF INSTALLED 26.ALL GROUND TEST WELLS. 5. ELECTRONIC AS-BUILT DRAWINGS IN AUTOCAD AND PDF FORMATS. ANY FIELD CHANGE MUST GROUND WIRES AND GROUND ROD SPACING; 27.ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. BE REFLECTED BY MODIFYING THE PLANS, ELEVATIONS, AND DETAILS IN THE DRAWING SETS. 3. CONCRETE FORMS AND REINFORCING: CONCRETE FORMING AT TOWER AND EQUIPMENT/SHELTER 28.ADDITIONAL GROUNDING POINTS ON TOWERS ABOVE 200'. GENERAL NOTES INDICATING MODIFICATIONS WILL NOT BE ACCEPTED. CHANGES SHALL BE PAD/FOUNDATIONS - PHOTOGRAPHS SHOWING ALL REINFORCING STEEL, UTILITY AND CONDUIT 29.HVAC UNITS INCLUDING CONDENSERS ON SPLIT SYSTEMS. HIGHLIGHTED AS "CLOUDS' IDENTIFIED AS THE 'AS-BUILT" CONDITION. STUB OUTS; PHOTOGRAPHS SHOWING CONCRETE POUR OF SHELTER SLAB/FOUNDATION, TOWER 311.3 .0.GPS ANTENNAS. 6. LIEN WAIVERS FOUNDATION AND GUY ANCHORS WITH VIBRATOR IN USE; PHOTOGRAPHS SHOWING EACH CABLE TRAY AND/OR WAVEGUIDE BRIDGE. ANCHOR ON GUYED TOWERS, BEFORE CONCRETE POUR. 32.DOGHOUSE/CABLE EXIT FROM ROOF. 7. FINAL PAYMENT APPLICATION 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 8. REQUIRED FINAL CONSTRUCTION PHOTOS INSPECTION AND PHOTOGRAPHS OF PLATFORM COMPONENT ATTACHMENT POINTS; PHOTOGRAPHS SHOWING THE PROJECTED COVERAGE AREA- 9. REA CHECKFJI EY: KB 9. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS OF TOWER TOP GROUNDING; PHOTOS OF TOWER COAX LINE COLOR CODING AT THE TOP AND 34.MASTER BUS BAR. AT GROUND LEVEL; INSPECTION AND PHOTOGRAPHS OF OPERATIONAL OF TOWER LIGHTING, AND 35.TELCO BOARD AND NIU. 10. ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS 36.ELECTRICAL DISTRIBUTION WALL. DOCUMENT REPOSITORY OF RECORD). PLACEMENT OF FAA REGISTRATION SIGN; PHOTOGRAPHS SHOWING ADDITIONAL GROUNDING 37.CABLE ENTRY WITH SURGE SUPPRESSION. APPROVED BY: DPH POINTS FOR TOWERS GREATER THAN 200 FEET.; PHOTOS OF ANTENNA GROUND BAR, 38.ENTRANCE TO EQUIPMENT ROOM. 1.5 COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS EQUIPMENT GROUND BAR, AND MASTER S ERPGROUND HOTOGRAPHAR; PHOTOOKING S OF GPS SECTOR ANTENNA(S); N(SONEPHOTOS 39.COAX WEATHERPROOFING-TOP AND BOTTOM OF TOWER.OF EACH SUBMITTALS 1.6 INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS BEHIND SHOWING THE PROJECTED COVERAGE AREA; PHOTOS OF COAX WEATHERPROOFING - 40.COAX GROUNDING -70P AND BOTTOM OF TOWER. 41.ANTENNA AND MAST GROUNDING. REV. DATE I OESCRIP110N !>Y TOP AND BOTTOM; PHOTOS OF COAX GROUNDING--TOP AND BOTTOM; PHOTOS OF ANTENNA 42.LANDSCAPING - WHERE APPLICABLE. PART 2 - PRODUCTS (NOT USED) AND MAST GROUNDING; PHOTOS OF COAX CABLE ENTRY INTO SHELTER; PHOTOS OF PLATFORM PART 3 - EXECUTION MECHANICAL CONNECTIONS TO TOWER/MONOPOLE. 3.6 FINAL PROJECT ACCEPTANCE: COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT, 5. ROOF TOPS: PRE-CONSTRUCTION AND POST-CONSTRUCTION VISUAL INSPECTION AND CONTRACT DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS 3.1 REQUIREMENTS FOR TESTING: PHOTOGRAPHS OF THE ROOF AND INTERIOR TO DETERMINE AND DOCUMENT CONDITIONS; ROOF SITES AND UPLOAD INTO SITERRA. TOP CONSTRUCTION INSPECTIONS AS REQUIRED BY THE JURISDICTION: PHOTOGRAPHS OF A. THIRD PARTY TESTING AGENCY: WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING CABLE TRAY AND/OR ICE BRIDGE; PHOTOGRAPHS OF DOGHOUSE/CABLE EXIT FROM ROOF; SECTION 07 500 - ROOF CUTTING. PATCHING AND REPAIR AGENCY IS REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A 6. SITE LAYOUT - PHOTOGRAPHS OF THE OVERALL COMPOUND, INCLUDING EQUIPMENT PLATFORM REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH FROM ALL FOUR CORNERS. SUMMARY: 0 04/14/14 ISSUED FOR RENEW JSF UNDERSTANDING OF LOCAL AVAILABLE MATERIALS, INCLUDING THE SOIL, ROCK, AND 7. FINISHED UTILITIES: CLOSE-UP PHOTOGRAPHS OF THE PPC BREAKER PANEL; CLOSE-UP THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE GROUNDWATER CONDITIONS. PHOTOGRAPH OF THE INSIDE OF THE TELCO PANEL AND NIU; CLOSE-UP PHOTOGRAPH OF THE ESPOWER METER AND DISCONNECT; PHOTOS OF POWER AND TELCO ENTRANCE TO COMPANY CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED SITE NUMBER: 1. THE THIRD PARTY TESTING AGENCY IS TO BE FAMILIAR WITH THE APPLICABLE REQUIREMENTS DONE, EQUIPMENT TO BE USED, AND ASSOCIATED HEALTH AND SAFETY ENCLOSURE; PHOTOGRAPHS AT METER BOX AND/OR FACILITY DISTRIBUTION PANEL. ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS FOR THE TESTS TO BE ISSUES. 8. REQUIRED MATERIALS CERTIFICATIONS: CONCRETE MIX DESIGNS; MILL CERTIFICATION FOR ALL IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY BS23XC422 XPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, REINFORCING AND STRUCTURAL STEEL; AND ASPHALT PAVING MIX DESIGN. EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. SITE NAME: ASJTO 2. E AXPERI AND OTHER METHODS IS NEEDED. 9. ANY AND ALL SUBMITTALS BY THE JURISDICTION OR COMPANY. 3. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, 1.4 SUBMITTALS: NORTH AASJTO, AND OTHER METHODS IS NEEDED. SECTION 01 500 - PROJECT REPORTING ANDOVER A. PRE-CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION 3.2 REQUIRED TESTS: PART 1 - GENERAL OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH SITE ADDRESS: A CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE 1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. 300 CHESTNUT STREET FOLLOWING: OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO NORTH ANDOVER, MA 01845 1. CONCRETE CYLINDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS SPECIFIED BE PERFORMED BY THE CONTRACTOR. B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 IN SECTION: PORTLAND CEMENT CONCRETE PAVING. 1.2 RELATED DOCUMENTS: EA.) SIM nu 2. ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHNESS, AND COMPACTED DENSITY TESTING AS SPECIFIED IN SECTION: HOT MIX ASPHALT PAVING. A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. 3. FIELD QUALITY CONTROL TESTING AS SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND OUTLINE PAVING. SECTION 09 900 - PAINTING 4. TESTING REQUIRED UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS, PADS AND MADE A PART OF THESE SPECIFICATIONS HEREWITH. SPECIFICATIONS ANCHOR LOCATIONS PART 2 - PRODUCTS (NOT USED) QUALITY ASSURANCE: 5. STRUCTURAL BACKFILL COMPACTION TESTS FOR THE TOWER FOUNDATION. PART 3 - EXECUTION A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE 6. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE GROUNDING SYSTEM DESIGN. MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE Sir NUIEIEn 7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION LINE ACCEPTANCE 3.1 WEEKLY REPORTS: YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE STANDARDS. A CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY REPORTS SHOWING PROJECT STATUS. WITH MANUFACTURER'S INSTRUCTIONS. B. GROUNDING AT ANTENNA MASTS FOR GPS AND ANTENNAS THIS STATUS REPORT FORMAT WILL BE PROVIDED TO THE CONTRACTOR BY SPRINT. THE SP-2 9. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. 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. CONTINUE SHEET SP-3 r CONTINUED FROM SP-2: 5. GROUNDING OF TRANSMISSION LINES: 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 BE AS REQUIRED IN TS 0200 REV 4. CONDUIT: Sprint A. MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND OC BUNDLES SHALL BE LABELED APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR COATING ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS SYSTEMS. REV 1 ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC 1WTERNATIONALBLVD.SUITENO PAINT SCHEDULE: EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE MAHWAH.NJ 07495 A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO KITS: PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND TEL:(800)357-7641 FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NOSHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE A ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE INDUSTRY BEST PRACTICES. FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT [ SBAM] B. ROOF TOP CONSTRUCTION: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLO SHRINK CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. FINISH. CXS SERIES OR EQUAL. SBA COMMUNICATIONS CORP. 2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED 33 BOSTON POST ROAD WEST.SUITE 320 PAINTING APPLICATION: SELF-AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND WRAP OF METALLIC LONG SWEEP RADIUS ELBOWS. MARLBOROUGH.MA 01752 TEL:IW8)25T-0720 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" WIDE MEANS ACCEPTANCE OF SUBSTRATE. ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF-AMALGAMATING TAPE. D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES WILL NOT BE ALLOWED. 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, 3. 3M SUM LOCK CLOSURE 716: SUBSTITUTIONS CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 4. WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE-COAT OR REMOVE SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. Hudson AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLND. OR APPROVED 4. CLEAN UP, TOUCH UP AND PROTECT WORK. (MMBTS) AND RELATED EQUIPMENT EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL Design GroltTJuc® TOUCHUP PAINTING: NOT BE ACCEPTABLE. SUMMARY: E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO 16MOSGOODSTREEI 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, BUILDING20 NORTH.SUlIE3090 TEL 19781557-5553 ERECTION WITH "GALVANOX," "DRY GALV; OR 'ZINC-IT." A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL L CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT N.ANDOVER.MA 01845 FAX:197813365586 EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, MAINTAINING THE INTEGRITY 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED WRITTEN INSTRUCTIONS. 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR ��H OF *SS COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND UNIVERSAL METAL HOSE, OR APPROVED EQUAL. PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET ORG SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO HEADS AND NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). ANIEL P. J CABLE INSTALLATION INSTALLATION MOPS. HUBS AND BOXES: M SUMMARY: C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS CI THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, AND CABLE EQUIPMENT, A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. DC CIRCUIT BREAKER LABELING HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. 0.4 7 O HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0-RING SEAL. PROVIDE IMPACT A LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. FP PF(,'/ ERE THEANTNNAS NUMBERANDANTENNASDH 2012-001REV 1 TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON THE , . B. CABLE TERMINATION FITTINGS FOR CONDUIT OrFSS/ ST ��� CONSTRUCTION DRAWINGS. 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR EQUAL. ANAL SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE TRANSCIEVER 2. CABLE TERMNATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE HYBRID CABLE: STATIONS (MMBTS) AND RELATED EQUIPMENT PRODUCTS BY ROXTEC. HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S SUMMARY: PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED REQUIREMENTS. A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, OR EQUAL. JUMPERS AND CONNECTORS: BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. DO NOT USE PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D', SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE CROUSE-HINDS, COOPER, ADALET, APPLETON, O-Z GEDNEY, RACO, OR APPROVED A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, INSTALLATION MOPS. EQUAL. MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD FABRICATED, FOLLOW MANUFACTURER'S C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS REQUIREMENTS FOR INSTALLATION OF CONNECTORS SUPPLEMENTAL GROUNDING SYSTEM CHECKED BY: KB REMOTE ELECTRICAL TILT (RET) CABLES: SUPPORTING DEVICES: A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH APPROVED BY: DPH MISCELLANEOUS: A MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED SUBMITTALS ANTENNA INSTALLATION: 1. ALLIED TUBE AND CONDUIT CONDUCTORS AS INDICATED. REV. DATE I DESCRIFIION Br THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE 2. B-UNE SYSTEM B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED 3. UNISTRUT DIVERSIFIED PRODUCTS EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MENS AS ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. 4• THOMAS & BETTS REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE B. FASTENERS: TYPES. MATERIALS. AND CONSTRUCTION FEATURES AS FOLLOWS: C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. 1 DEGREE. 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THE B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATEDINTENDED SERVICE. EXISTING STRUCTURE: 3. FASTEN BY MENS OF WOOD SCREWS ON WOOD. 0 04/14/14 ISSUED FOR RENEW SF ON THE DRAWINGS. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, HYBRID CABLES INSTALLATION: 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL. 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 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE SITE NUMBER: CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S B. 00 NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, BS23XC422 RECOMMENDATIONS. STRUCTURES. OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SITE NAME: B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SUPPORTING DEVICES: CONDUIT AND CONDUCTOR INSTALLATION: NORTH SPECIFICATIONS FOR BENDING RADII. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED ANDOVER PERMANENTLY IN ACCORDANCE WITH NEC. STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SITE ADDRESS: INSTALLATION. 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES THE STRUCTURE, MAINTAIN 300 CHESTNUT STREET LADDER AT 4'-0" OC USING NON-MAGNETIC STAINLESS STEEL CUPS. CLOSE PROXIMITY THE STRUCTURE AND KEEP CONDUITS L TIGHT ENVELOPES. NORTH ANDOVER, MA 01845 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND CHANGES IN DIRECTION LL ON TO ROUTE AROUND OBSTACLES SHABE MADE WITH CONDUIT MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, a. FIBER: SUPPORT FIBER BUNDLES USING %" VELCRO STRAPS OF THE REQUIRED LENGTH ® 18" THE FOLLOWING: PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHUT MILE OC. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. OF THE PROOF TEST LOAD. TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON OUTLINE b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND SPECIFICATIONS NELCO PRODUCTS OR EQUAL SLABS. INSIDE. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. ELECTRICAL IDENTIFICATION: 4. CABLE INSTALLATION: a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. MAXIMUM BEND RADIUS. Sprint' 1 INTERNATIONAL BLVD,SURE 800 NMWAH,N107495 ia:1800)JS'-' I EXISTING EQUIPMENT EXISTING ACCESS A ON CONCRETE PAD GATE ("G A ( SB SBA COMMUNICATIONS CORP. 33 BOSION POST ROAD WEST,SUITE 320 MAR-BOROUGH.M 101752 TEL:150eJ 251-0720 NSTM,L NV 2A TOSl7t ICP FOR CLAR11Y(SEE DIE AE) A-2 EXISTING EQUIPMENT EXISTING GUYED TOWER SHELTER •- _-, Hudson D DeslgnGroupLLc® 1600 OSGOOD STREET BUILDING20 NORTH,SUITE 3090 TEL:1978;557-0553 EXISTING CSC CABINET N.ANDOVER.MA 01845 FAX:1978;336-5586 I I EXISTING CHAIN LINK FENCE (TYP.) EXISTING BTS CABINET �N OFRETROFff Ssq� MMUM CRL1 vl�(1) ANIEL EXISTING METER BANK p DI ACCESS �( ) A-5 A-6 M i EQUMENT!Cl)M 10T CI I M( _ L�cO.4 7 0 A-3 A—S __ A_6 E7MP M CASW&i 'rC�i/ `O JOE�DOEOastr4o I EXISTING BBU CABINET o�55/ONAL OI EXISTING PPC AND TELCO CABINET 7-1f I I EXISTING TRANSFORMER � EXISTING ICE 4` BRIDGE (TYP.) I it EXISTING OVERHEAD ICE CANOPY CHECKED BY: KB EXISTING I EOUIPMENT L I 1 ' SHELTER 11 —EXISTING STEEL FRAME APPROVED BY: DPH EXISTING FIBER � DISTRIBlJTION BOX Dmi i I ��, A-6 SUBMITTALS GAMW(mo ammo WV. DATE I DESCRMIM av EXISTING BBU CABINET 1 i I' I I� EXISTING BTS CABINET i SOURCE:SEN SITE AWR 09-m-13 1 I; CO MO WW LEASE AREA,I -Q`liIW-Q-(moo SA Fra Ii jIr-Q't REROFIf MMM UMM RAN EQUIPMENT PHOTO DETAIL z D 04/14/14 ISAIFD FDR REMeF JF CA�iEr NIIN(t)10 1lEIL 1 7 SCALE: N.T.S. A-1 " I it SFF1F,(�RECTA 4.6 � SFTE NUMBER: "- " se( BS23XC422 WINMENT— SITE NAME: NORTH u_56. ANDOVER SITE ADDRESS: 300 CHESTNU NORTH ANDOVER,MAREET O 845 COMPOUND PLAN , 0 2 GRAPHICS CAL 12 FEET 'r SCALE: 1/4'=1•-0• A-1 SNf77RLE COMPOUND & EQUIPMENT PLAN %w wm A- 1 cocnel r0 'C*ION NOTE ��^ SPRINT TOWER TOP WORK IS CONTINGETVf ON THE FOLLOWING: NCO CLIMBING LADDER OR CLIMBING PEGS. C •COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANN.YSIS(PROVIDED BY TOWER OWNER). `J p r i n t� • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED B1'A&E VENDOR). • GC SHALL FURNISH,INSTALL AND COMPLETE ALL REQUIRED STRUCNRAL MODIFICATIONS AS INDICATED IN BEFORE-MENTIONED ANALYSIS AND ASSESSMENT. TOP OF EXISTING GUYED TOWER • SBA COMMUNICATIONS CORPORATION SNALL PROXE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER/FGUNDATION STRUCTURAL MOOIFICATIONS ELEV. 152.0' (AGL) INCLUDING(AS NECESSARY)CONTROLLED CONSTRUCTION INSPECTIONS,SHOP-DRAWING APPROVALS.MATERIALS TEST RESULTS,AND FINAL ENGINEER'S AFFIDAVIT. GAMMA C7:(E) EMPTY SECTOR I INTERNATIONAL BLVD,SURE 800 (MM) 7Et:(8001357�N15 280• Al(E) EMPTY S FONT RAD CENTER SID'R1 IN RED TEM WSED ON SBA-PHIMM APPI.MJL110T4 0AMNIASE,AND STRUCTURAL C1:(E) NV ANALY9S 711E SBA DEO ANIFIQN RAD CEMQt SHALL SUPERSWE ANY [ SBA CONnIC1010 L'fOFQM110N DQdV1ED FROM 1HE SPTORNV2.5IFDS. 2 EXISTING RFS AP -C-A20 ANTENNA q_2 (TYP. OF 1 PER SECTOR. TOTAL OF 3) SPRINT MD CN711lL1 )VOTE. E OF PROPOSED EMIT AMl7IAS Ci:(E) EMPTY A2:(E) NV EXISTING AZIMUTHS FROM NETWORK SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD WEST.SURE 320 VISION LAUNCH DRAWING _a MARLBOROUGH,MA01752 TEL:(508)251-0720 N8.lV. NJQ4�* ) COMPLETED TED B BY HUDSON DESIGN GROUP, O ALPHA SBA RAD CENTER - LLC. DATED: DECEMBER 04, 2011 SECTOR f PROPOSED SPWNT ANrENI4 LS I EXISTING RRH'S MOUNTED TO EXISTING PIPE E1EV. 130A'f(AGTa (TYP. OF 2 PER SECTOR,TOTAL OF 6) 80, 1 1 2 *I sPamr 25 R I EXISTING EMPTY PIPE MAST (TYP.) Hudson ±& S-1 A-3 A-5 MOLKIED 70 ND{WM PPE I A1:(E) EMPTY EXISTING RFS APXVSPPIB-C TA20 ANTENNA Design GroupucO 1 t 3 ' (TMP. OF 1 PER SECTOR,TOTAL OF 3) 81:(E) EMPTY INSTALL.SPRINT 2.5 ANTENIA S-1 A-3 A-3 MOUNTED TO NOSING PIPE 16000SGOODS7REET BETA BUILDING 20 NORTH,SUITE 3090 TEL:1978 SS7S553 EXISTING ANTENNAS (BY OTHERS) (TYP.) I SECTOR B2:(E) NV ..AN DOVER.MA 01845 FAX:1978336-5586 T (MM) I 210•/ B3:(E) EMPTY OF 1,(� EXISTING ANTENNA PLAN 2 ANIEL P. ys I SCALE: N.T.S. A-2 �r1 M -+ EXISTING GUYED WIRES (TYP.) i CI I ANTENNASTATUSLEGEND* 0.4 7 0 NOTES: EMPTY — EMPTY PIPE �OC /STER�� \F�� 1)VERIFY PROPOSED //�7 EXISTING SPRINT AZIMUTHS WITH RF \E) — EXISTING ONAL ' I EQUIPMENT ENGINEER PRIOR TO I EXISTING EMPTY PIPE INSTALLATION — INSTALL 2)IXISLLA ONRRHS NOT (P) SHOWN FOR CLARITY NV — SPRINT ANTENNA t 1 tHSTALL HYSM GBL! A-3 A-s RBS E omm IIONOPOIE Z5 — SPRINT ANTENNA EXISTING ANTENNA BY OTHERS (TYP.) I A&PERS FROM ; GPF[y< YORK NOTE NOTIFY SPRINT 2CONSTRUCOkRIN ION MI2.5 A GM OF�DINOT SCREPANCY I 1 1 GAMMA C1:(E) EMPTY SECTOR CHEO(ED BY: KB (MM) 2BD• A3:(P)2.5 I � APPROVED BY: DPH c1:(E) NV AIPBAone= SUBMITTALS gram2A REV. DATE DESCRIPTION BY C1:(P)2.5 A2:(E) NV T • EXISTING GUYED TOWER I Q ALPHA SECTOR SG1�SBA SRE WCIT OF20-73 EXISTING RRH'S MOUNTED TO EXISTING PIPE (MR) (TYP. OF 2 PER SECTOR,TOTAL OF 6) BO" C 04/t4/14 ISSUED FMTZFAEW SF EXISTING PARTIAL ELEVATION PHOTO DETAIL EXISTING EMPTY PIPE MAST (TYP.) SCALE: N.T.S. EXISTING RFS APXVSPPI8-C-A20 ANTENNA A1:(E) EMPTY SITE NUMBER: (TYP. OF 1 PER SECTOR,TOTAL OF 3) BS23XC422 B1:(E) EMPTY SITE NAME: BETA NORTH I SECTOR B2:(E) NV 210 f ANDOVER BS:(P)2.5 SITE ADDRESS: 300 CHESTNUSTREET I 2 1 WALL 25 RRH MOUNTED TO DING�E NORTH ANDOVER,MA 0 845 A-5 S-1 (TYP.OF 1 PER SECIOR TOTAL OF 3) WfA now 2.5 3 1 NSTALL SPRINT 2JOk ANIE7NA TO OWING PIPE 210' SHUT TIME NOTES, A-5 S-1 (IVP.OF 1 PER SECIOR TOTAL OF 3) GROUND EQUIPMENT NOT ELEVATION AND SHOWN FOR CLARITY. 456' ANTENNA PLANS I GROUND LEVEL ELEV. 0. (ACL) z _� PROPOSED ANTENNA PLAN rT'� SHED mmm ELEVATION GRAPHIC SCALE X 1 O 4 8 16 24 FEET SCALE: N.T.S. A-2 SCALE: 1/8*_1'_D' A-2 A-2 SPRINT CONSTRUCTION STANDARDS: tIl)^ � GENERAL CONTRACTOR SHALL ADHERE TO THE FOLLOWING SPRINT Sprint' SpCInt"o� CONSTRUCTION STANDARDS. REDS Sheet -CONSTRUCTION STANDARDS: INTEGRATED CONSTRUCTION STANDARDS FOR IINTERNATIONAL BL`/D.SUITE 800 WIRELESS SiTES - (CURRENT VERSION), INCLUDING EXHIBITS A-M. MAHWAH.NJ 07475 (by SBA Network services 4/5/14.NOTE M Contrr.00Lfrower Crew shall"AIN th t the Wnt RFDS Is used for eau'ament'nst+M�tl M -CONSTRUCTION SPECIFICATIONS: CONSTRUCTION STANDARDS DXHABIT A - TEL:1800)357'641 STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES General Site Information (CURRENT VERSION). -GROUNDING STANDARDS: DQETIOR GROUNDING SYSTEM DESIGN. Site ID SS23XC422 Equipment Vendor ALU GROUNDING STANDARDS (SUPPLEMENT): ANTI-THEFT UPDATE TO SPRINT ( SBAM]Market Boston Ltitude 42.668920 GROUNDING 082412 AND SPRINT ENGINEERING LETTER EL-0504 DATED Region East Longitude -71.108780 04.20.12 -WEATHER PROOF94G STANDARDS: EXCERPT FROM CONSTRUCTION MLA SEA Ll SiTE ID MA01085 A STANDARDS EXHIBIT A. SECTION 3.8 WEATHERPROOFING CONNECTORS AND Structure Type SELF SUPPORT GROUND KiTS SEA 33 BOSOMMUNICATIONS ION POST O O WEST,P. SURE 320 BTS Type Outdoor Macro -COLOR CODING: SPRINT NEXTEL ANT AND UNE COLOR CODING PER MARLBOROUGH.MA 01752 TEL:1508)2510720 SPRINT TS-0200 CURRENT VERSION. $iters SR Equip ment Incremental Power Draw -GENERAL CONTRACTOR TO FIELD VERIFY AZIMUTH AND CL HEIGHT AND MECHANICAL DOWNTIME. IF DIFFERENT THANCALLED OUT IN RFDS, HALT SP Solution ID Not Available Type Outdoor Macro Needed by Added Equipment ANTENNA WORK FOR ONE HOUR, CALL SPRINT RF ENGINEER (OR Equipment Vendor ALU MANAGER IF RF ENGINEER DOES NOT ANSWER, BUT STiLL LEAVE A Hudson MESSAGE TO RF ENGINEER) USING SPRINT-PROVIDED CONTACT Design Groupuc :ase Equipment INFORMATION FOR FURTHER INSTRUCTIONS. IF SPRINT DOES NOT O' IIID WITHIN ONE HOUR, PLACE 2.5G ANTENNA AT SAME CL HEIGHT BU Kit ALU BBU Kit To Hat None AS 1.9G ANTENNA AND EMAIL CORRECT CL HEIGHT AND AZIMUTH TO P SPRINT RF ENGINEER. UPDATE AS-BUILD DRAWING WITH CORRECT CL 6CO oscoOIISTREET BBU Kit City 1 Top Hat Qty N/A HEIGHT. ALSO EMAIL CORRECT 1900 MHZ AND 800 MHZ ANTENNA CL NU DIS 20 NOMA 01845 UITE 3o7o Fnz:jv ei 99�s586 Top Hat DimensloTts(Inches) N/A HEIGHT. AZIMUTH AND MECHANICAL DOWNTiLT TO RF ENGINEER. -NSG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL Growth Cabinet None Top Hat Weight(Lbs.) N/A INSTALLATION OF ANTENNAS AND AISG CABLES HAVE BEEN CONNECTED. -\\A 01 U48 Growth Cabinet Qty N/A VERIFY OPERATION OF ALL DUSTING SPRINT AISG EQUIPMENT INCLUDING Q\ S9C BOOMHZ, 1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTiLT, AZIMUTH Growth Cabinet Dimensions(inches) N/A (IF APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT AN EL P. J Growth Cabinet Weight(lbs.) N/A AISG TEST RESULTS IN COAX SWEEP TEST SPREADSHEET. M -GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN - RF Path Information FRONT OF ANTENNA. THIS MEANS NO OBJECT IS TO BE LOCATED 14 CI DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 7 DEGREES U o.4 7 0 RRH TD RRHSx20 25 AND DOWN FROM CENTER OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.5G RRH Qty 3 ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER ANTENNA �O FcisTER� RRH Dimensions(Inches) 26.1"x 18.6"x 6.7' USING THE SAME 45 DEGREE RULE. THIS INCLUDES SPRINT AND �SS` G\ RRH Weight(Lbs.) 70.0 NON-SPRINT ANTENNAS. ONAL -GENERAL CONTRACT IS REQUIRED TO USE A DIGITAL ALIGNMENT TOOL TO RRH Mount Weight(Lbs.) 10 SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH ACCURACY IS TO BE WITHIN Power and Fiber Cable HYBRID CABLE 1 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO BE WITHIN Cable Qty 1 0.1 DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED. UPDATE AS-BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEER Weight per Foot(lbs.) 0.242 WITH AS-BUILT SETTINGS. USE 3Z RF ALIGNMENT TOOL OR EQUIVALENT Diameter(inches) 0.730 TOOL HTTP-//WWW.3ZTELECOM.COM/ANTENNA-ALIGNMENT-TOOL/. Hybrid Cable Length(Feet) ("A&E 225 ) 157 (Estimated by Sprint as Antenna CL plus 20%:DO NOT BOM using this length.) Coax Jumper Coax Jumper.Mfg TBD. Coax Jumper City 27 Coax Jumper Length(Feet) (" A&E 5 ) 8 Coax Jumper Weight(Lbs.) 1.7 Coax Jumper Diameter(Inches) 0.5 CHECKED BY: KB AISG Cable Commscope ATCB-801-006 AISG Cable Qty 3 APPROVED BY: DPH AISG Diameter(Inches) 0.315 AISG Cable Length(Feet) (•• A&E5 ) 8 SUBMITTALS Weight of Entire AISG Cable(Lbs.) 1.3 REV.1 DATE I 06CRIFTIDN BY Antenna Sector Information Sector 1 Sector 2 Sector 3 Antenna Make/Model RFSAPXV9TM14-ALU-120 RFSAPXV9TM14-ALU-120 RFSAPXV9TM34-ALU-120 Antenna Qty 1 1 1 Antenna Dimensions(Inches) 56.3 x 12.6 x 6.3 56.3 x 12.6 x 6.3 56.3 x 12.6 x 6.3 Antenna Weight(lbs.) 55.1 55.1 55.1 0 04/14/14 ISSUED FOR WVR SF Antenna Mounting Kit Weight(Lbs.) 11.5 11.5 11.5 Cl.Height(Feet) V 130' ) 130.4 130.4 130.4 SITE NUMBER: Antenna Azimuth(Degrees) 80 210 280 BS23XC422 Antenna Mechanical Downtitt(Degrees) 0 0 0 SITE NAME: Antenna Etilt(Degrees) -2 -2 -2 NORTH - RF Fitter Make/Model N/A N/A N/A ANDOVER SITE ADDRESS: Comments 300 CHESTNUT STREET RFDS generated 4/8/14 by SBA Network Services from Sprint Plan of Record dated 4/2/14. NORTH ANDOVER, MA 01845 Comments in Red Text provided by A&E Vendor. IMPORTANT CONSTRUCTION NOTE:General Contractor/Tower Crew shall verify that the latest RFDS Is used for equipment installation. • Note:Antenna Rad Center based on SBA-Provided Collocation Application,Equipment Database,and Structural Analysis.The SBA-Provided Antenna Rad Center shall SHEET TRUE supersede any conflicting information derived from the Sprint NV 2.5 Database. ••Note:Sprint CM shall confirm Hybrid Cable Length,Coax Jumper Length and AISG Cable Length before preparing BOM. A&E Recommended Hybrid Cable Length based on RF DATA SHEET NV 2.5 Equipment Audit plus 20 Feet for(2)10-foot coils at each end of the fiber trunk. SHEET NUMBER RF DATA SHEET A-3 SCALE: N.T.S. A-3 Sprint' _ I INTERNATI0NAL BLVD.SURE 800 MAHWAH.NJ 07495 TEL:1&101357.7641 O IS BA SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD WEST.SUITE 320 MARLBOROUGH,MA 01752 IM 15081251-0720 Hudson®PI Design Groupuc 1600 OSG00D STREET 40 BUILDING 20 N0RTH.SUITE 3090 TEL:((99 778811 5353 76--555 14 ANDOVER,MA01845 xxx x 0.x 1xx 55836 �N OF xxxx xxx xxxx Q\ PSS9C'yG AN EL P. JT 800,1900 MHz 2500NHz 800140 MHz 25D0MH2 80001300 MHz 2SOOMHz My0. 0. Xxxx t 4V xxx xx jq xxx X xxx Zx CI w xxx xxx x xxx x o.4 7 0 x x x xxx xxxx xxx x xxx xxx x �o pFC/STIN ERE xxrx xxx x N Cx xe xxx SSS/Ori NAL xx M xx xxx `o xxx xxx i xx 0 •lffif#• ',.##fA#ti!!_!!,. !�lh�f,,��f ,:;;. xxx y xxx xxx V I I 2.L 1 R7t ffi91 1 841 U > x x 2sao x x oa x x H 2 oc J PrLL P.RL RRU RRH w� ALJ Ai.J A_U _-. 84 8.4 AM -��--- j Per HYBRIFLEX Jumpers i ;3�3 6 pr MM Fiber or) m '0"T •� 19M k 8,D 1000 1433 Sector ' R FFU" R'"J Ta,R:I RP.0 RRU RRU RRL RRU RRU O 4 't pr Power 35 ALJ ALU '._U 4 •L ALU ALU ALJ .U.: ALU CHECKED BY: KB AL� <— Medusa with outdoor rated ' 2wc FRS APPROVED BY: DPH terminations TD 1 umper ~ SUBMITTALS -UTE SM Hybr10 Jumper REV. DATE I DESCRIPTION BY n MWINE Fd)er JUmDer__._----- Per Site Baseband U� _. J�^pe` HYBRIFLE D�Power X Riser a .-E. TD LTE SM o:,p!e.Fiber18 pr MM Fiber npy1e� ud'ar ALU BTS S�wY Hybrid Gab;a To,2500 Dep>vyment Cabinet Hybrid Cabe a �i 3 pr Power BS IU Capacity FxP 0 04/14/14 15511FD FOR REVEW SF SITE NUMBER: BS23XC422 SITE NAME: NORTH ANDOVER ALU 2.5 ALU SCENARIO 1 RAN WIRING DIAGRAM:ALU EQUIPMENT RFS 2.5 ALU SCENARIO 1 SITE ADDRESS: SCALE: N.T.S. SCALE:N.T.S. SCALE: N.T.S. 300 CHESTNUT STREET �/���� NORTH ANDOVER. MA 01845 OTE* 1 SHU TIRE GENERAL CONTRACTOR/TOWER CREW SHALL RAN WIRING VERIFY THAT THE LATEST RF DATA SHEET DIAGRAM IS USED FOR EQUIPMENT INSTALLATION. SHEET to im A-4 MANUR ALCATEL—LUCENT Sprint' MODEL- TD—RRH8x20-25 LENGTH: 26.1 HYBRID CARL DC CONDUCTOR SIZE GUIDn INF WIDTH: 18.6 MANUF: RFS DEPTH: 6.7 1 INTERNATIONAL BLVD.SUITE 800 �� �E[r6jH DC.CONDUCTOR DIAMETER WEIGHT: 70 LBS MAHwAH.NJ 07495 FlBER ONLY VARIES USE NV HYEIMFLEX 5/8' AREA: 3.5 SF TEL:18001357-7641 HYBRI. <= B AWG 1-1/4' (�) RI —3006AWG 1— 4 HYBRIFLEX 325-375 4 AWG 1-1 4 0.Yt ( �SOHIW ISB RFS HYHiFLEX R6FR CABLE SCN RULE 0 _ SBA COMMUNICATIONS CORP. Hybrid ode o_ 33 BOSTON POST ROAD WEST.SURE 320 MN:H 8058-M12-050F 50 k o MARLBOROUGH.MA 01752 TEL:1508)251-0720 d 12x multi-mode fiber palm,Top:Outdoor protected connectors,Bottom:LC > o Connectors,5/8 cable,50ft t� OC 0 MN:HB058-M12-075F 75 ft o XI c MN:HB058-M12-100F 100 ft 0.277(5.60] MN:HBO58-M12-125F 125 ft 12 CHANNEL FIBER DIST. p Hudson LL W MN:HBOSS-M12-]SOF 150 ft OTY-:3 0 o Design Groupuc MN:HB058-M12-175F 175 ft 0 MN:HB058-M12-200F 200 ft 0 1600 OSGOOD STREET �I�j O BUILDING 20 NORTH.SUITE 3090 TEL 1978{557-5553 Hybrid cable 112D o N.ANDOVER.MA01945 FAX:197813345586 MN:HB314wer pat-OSOf 0.319[8.10] 3z SO ft AWG AWG power pai rs,l2x multi-mode fiber Dai rs,Outdoor rated coconnectors&LC PVC DC WIRE o0 r. Con— M MN:H8114-08U3M12-075F 75 k C7 M \�1���� Of cDs9C� VIN: 15 ft \1 C_ QMN:H811408U3M32-12525F 122SIDE VIEW FRONT VIEW ANIEL P. ft ® G� MN:H811406U3M12-150F 150 ft ALARM M I MN:H811408U3M72-175F 175 ft --4 MN:H811408U3M32-200F 200 f[ a� ,8 \ aSG CI Hybrid cable '�Li-D p2D � of CPRI ® POWER 0.4 7L0 MN:HB11413U3M12-225F CALJ8RAT10N �- 225 ft a 3x6AWG powerpai r,l2x multi-mode fber pai rs,Outdoor ra ted connectors 01.110(28.19 01.106[28.09 ANTENNA ANTENNA 'pO C/STr"Q�Q �( OVER TAPE OVERCORE PLAN JI ?� MN:HB11413U3M32250F f 250 ft PLAN VIEW SS/ONAL '\ Q MN:HB31413U3M12-275F 275 ft D MN:HB31413U3M72-300F 300 ft 4 AWG y Hybrid cable 2.5 RRH'S 2 0.21EL FIBER 3 MN:H811421U3M12-325F SCALE: N.T.S. A-5 a 3x4AWG ower ai r,12z multi-mode fiber a i rs,Outdoor ra to d conn ectors&LC 325 ft 598 12 12 CHANONry FOIBER DIST. P P P INNER CORE Q MN:H811423U3M72-350F 350 ft RED 12® OO [ 39] FILLER C MN:HB31423U3M72-375F 375 ft BIACK�. BLACK RED— RFS FIYlFiFIDL JUMPER CABLE SCHEDULE RED Hybrid Jumper cable CHECKED BY: KB MN:HBF012-M3-SF1 5 ft 01.110[28.19 {l�j rB u��1 —" 5it,3xmulti-mode fiber pairs, LCconnectors,l2cable OVER TAPE `A C5® UeSD APPROVED BY: DPH O MN:HBF012-M3-lOF1 10 it MN:HBF012-M3-15F1 15 it WAATM Iii= W ANY DCSpiIFA BLACK— 2. RRH TO 2.5 ANTENNA SHALL NOT EXCEED 15'.NOTIFY SPRWr CM OF REV. DATEDESCRIPTIONBY 01.108[28.09] OVER CORE Hybrid Jumper cable L MN:HBFOS8-08U1M3-5F3 5 ft0.252[640] 5 k,1,8 AWG power pair,3x multi-mode fiber pairs,Outdoor&LC Connectors, 6AWG PVC DC WIRE cCITY,6 MANUR RFS 5 8 cable O IrYO A2 a 11Y0 MODEL, APXVGTM14—ALU-120 u MSM3-lOFl N:HBF058-08U10 ft LENGTH: 56.3 a MN:HBF058-08U1M3-15F1 15 k DEPTH: 6.36 mAMON MGM, WEIGHT: 70 LBS O 04/14/14 ISSUED FOR FEVYl SF JIAAPERS FROM 2.5 RRH TO 2.5 ANTENNA SINAL NOT EXCEED 15'.NOTIFY SPRNr CM OF AREA 4.9 SF ANY DISCREPANCY. 0.21715.501 12 CHANNEL FIBER DIST. OTY:3 SITE NUMBER: Hybrid Jumper cable BS23XC422 MN:HBF058-13U1M3-SF1 CALIBRATION CONNECTOR 5 ft,lx 6AWG Dower pair,3.multi-mode fiber pairs,Outdoor&LC Connectors, 5 ft SITE NAME: 0 5/8 1U= ble t7 NORTH MN:HBF058-13U1M3.10Fl loft a MN:HBF058-13U1M3-15F1 15 k 0EM 0 0 D RF CONNECTORS ANDOVER JUMPERS FR011 ATIOM MOM 2.5 RRH TO 25 ANTENNA SHALL NOT EXCEED 15'.NOTIFY SPRNT CM OF ASC IN SITE ADDRESS: ANY DISCREPANCY. RF CONNECTORS 300 CHESTNUT STREET 0 M EMAsc our NORTH ANDOVER, MA 01845 Hybrid Jumper cable MN:HBF078-21U1M3-5F1 5 it SHEET TRUE c 5/s ft,lz 4 AWG power pair,3x multi-mode fiber pairs,Outdoor&LC Connectors, 7cable PLAN VIEW t9 MN:HBF078-21USM3-10F1 30 k DATED 87] DD EQUIPMENT 3 MN:HBF078-21U1M3-15F1 15 ft INSULATED EPDXY e, SPECIAL INSTALLATION Ni GLASS ROD 1� DETAILS JUMPIAS FROM 2.5 RRH TO 2.5 ANTENNA SWILL NOT EXCEED 15'.NOTIFY SPRIT CM OF 83' 126' ANY DISCREPANCY. IGIM ONLY SHEET NIIBBI •NOTE:SPRINT CM TO CONFIRM HYM RISER CAME AND HMO JUMPER CJIEAE MODEL MMEAS BEFORE PREPARING ROM. 2.5 HYBRID CABLE X-SECTION AND DATA 2.5 ANTENNA SPECIFICATIONS r3_'� A-5 SCALE:N.T.S. A-5 SCALE:N.T.S. A-5 Sprint' _ 1 INTERNATIONAL BLVD,SUITE 800 MAHwAH.NJ 07495 TEL:1800)357.7641 ISBAM SBA COMMUNICATIONS CORP. S'LWFK:Bff SPICE N 'a, «, ate' _ :'� ..Y .w+fir =CRC POST ROAD WEST,5U8E 3� (E(�K)�FND BUF NSTALL MARLBOROUGH.MA 01757 TEL:1.)25.1. 9ATIERY 311SIO N OOSINO BBU CAE!!T Hudson® Design Groupuc ti 1600 OSGOOD STREET BUILDING 20 NORTH.SUITE 3090 IL:1978)557-:553 N.ANDOVER.MA01845 FAX:1978)3365586 D53 SURGE PROTECTOR OF SS POWER INJECTOR 5-8 ® ® ANIEL P. POWER INJECTOR 1-4 ® ® M G� CI 7210 SAS–M 2 tl ❑ "......> .w- +,,: ., _._, . o.4 7 0 7210 SSS–M 1CIO— ❑ .,. 7205 SAR-8 c�sTC1`�°��<C.�� C S/ONAL LTE–BBU 2.5GHz LTE–BBU FDD aa:aas COMA MT–BBU GROWTH COMA MT–BBU PRIMARYso a :asa o PDP7 PDP2 15MHz SPLITTER ETHERNET HUB SEC–B PRIMARY PROTECTION T1 SEG–B/1, /1 k /3 O O O CHECKED BY: KB RECTIFIER SHELF PRIMARY ❑ ❑ APPROVED BY: DPH s RECTIFIER SHELF 2.5GHz ❑ ❑ `.L' REV. DATESUBDESCRIPTIONS BY SO nX-SBA SIZE MMff OD-20-1-N FRONT VIEW FRONT VIEW EXISTING MMBTS OUTDOOR CABINET WITH 2.5 EQUIPMENT @ EXISTING 2.5 POWER BBU CABINET D 04/14/14 Issla FDR I�vEw sF SCALE: N.T.S. A-6 SCALE: N.T.S. A-6 SITE NUMBER: BS23XC422 SITE NAME: NORTH ANDOVER SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 SHEET TBLE EQUIPMENT DETAILS SHM NUMn A-6 • 1.COHIRNCfOR TO EINSTNIATION NO7E5:NSUE THAT RRH MOUNTING DOES NOT INTERFERE WITH CIAMNG LADDER/PEGS, CABLE CLIMB.OR COAX PORTS. MONOPOLE:COLLAR-MOUNT RRH CLUSTER SHALL PROD AN Sprint' ��r^ OPENING BETWEEN ADJACENT PRH AT LEAST 30'%MCENTERED ON THE EXISTING CENTERED AND 30'DEEP FROM THE FACE OF THE POLE SELF-SUPPORT:RRH LEG-MOUNT OR FACE-MOUNT SHALL PROWDE AN UNoeSIRUCTED VERTICAL CLAmNG PASSAGE AT LEAST 30'WIDE AND 30'DEEP COMM ON THE LEG+ATN THE CUMEM IADOER/PEGS. I IWERNATIONAL BLVD,SUITE 800 2. CONTRACTOR TO VERIFY DIAMETER OF EXISTING MONOPOLE BEFORE ORDERING PARTS. MARwAH,57 074 95 ra:le0ol 357x6411 3. CONTRACTOR TO VERIFY IN FIELD SIZE OF EXISTING MOUNTING PIPE TO BE 2-1/2"STD O (2.BB 0.0.) PIPE MAST(6'-0•LONG). 4.VERIFY EXACT RRH AND ANTENNA MODEL&AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION.5.ROTATE EXISTING ANTENNA FRAME AS NEEDED TO ACCOMMODATE INSTALL ANTENNAS. ( SBAMI) 6. RRH PLACEMENT FOR REFERENCE ONLY. CONTRACTOR SHALL PLACE RRH IN CORRECT ORDER MATCHING INSTALL ANTENNA PLACEMENT AND ENSURE THAT THERE IS ENOUGH CLEARANCE FOR RRHS EXISTING GUYED TOWER TO BE PLACED ON THE INSIDE ON THE ANTENNA FRAME. 7.INSTALL EQUIPMENT TO BE MOUNTED PER MANUFACTURERS SPECIFICATIONS. SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD WEST.SUITE 320 MARLBOROUGH.MA01752 TEL 15081251-0720 EXISTING ARM MOUNT CP .I 1 S'T1RtIE SPRINT TOWERANTOPCTIDN WORKNOT6 CONTINGENT ON THE FOLLOWING: • COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS (PROVIDED BY TOWER OWNER). „- EXISTING RRH'S MOUNTED TO EXISTING PIPE • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED BY A&E VENDOR). Hudson(TYP. G 2 PER SECTOR,TOTAL OF G • OC SHALL FURNISH, INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED IN BEFORE-MENTIONED ANALYSIS AND ASSESSMENT. D051QTt GTOUPucQ: • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE INSTALL 2M6 RRH W11H SOLAR COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL MODIFICATIONS INCLUDING (AS NECESSARY) ID `�A• SHIELD ASMALL PPE MOUNTING CONTROLLED CONSTRUCTION INSPECTIONS,SHOP-DRAWING APPROVALS, MATERIALS TEST RESULTS, 1600 OSGOOD STREET d W ATTACHED 70 PROPOSED AND FINAL ENGINEER'S AFFIDAVIT. BUILDING 20 NORTH SUIIE 3090 TEL:1978;5575553 MOUNTING PPE(MALT'PER N.ANDOVER,MA 01845 FAX:1978;336-5586 MANUFACTURERS SPECIFICAl10N5) (SEE INSTALLATION NOTE 1) NNOTCLIMBING LADDER OR CLIMBING PEGS. �P��C\ OF SSq� EXISTING PIPE (CONTRACTOR TO VERIFY PIPE SIZE) (SEE NOTE 3) AN EL P. J7 M tINSIALL 220ft ANTENNA CI EXISTING RFS APXVSPPI8-C-A20 ANTENNA o.4 7 0 (M. OF 1 PER SECTOR,TOTAL OF 3) �o SECTION A-A FcisTE��-� SSS/ONAL INSTALL 25GItr RM WITH SOIAR SHIELD Aro SMALL PPE AMOUNTING IIT ATTACHED TO PROPOSED MWINITNG PIPE. (MWJIR PER A-s MNMIFACIIIRFRS SPECIFICATIONS) (SEE INSTALLATION NOTE 1) EXISTING PIPE (CONTRACTOR TO VERIFY PIPE SIZE) (SEE NOTE 3) EXISTING PANEL ANTENNA A INSTAL 25t'W ANTENNA,MO M M ON VIIIIIIII( IINSTALL DOWNRT 111M. O PPE 1YP.OF 1 PER SECTOR,TOTAL OF 3) CHECKED BY: KB SPRINT EALWMENT VERTCAL INSTAL 2 ft RRH WITH SOLAR APPROVED BY: DPH POSMON 4'4'MAIL FROM SHED AND SMALL PPE MOLMTNG C lPRNT RAD CLINIBR AND MwNmROT ATTACHED TO DTE9R10 Pot wffm 7 DINT�vTf [ M OACIu�WMRCA770M SUBMITTALS (SEE INSTALLATION NOTE 1) REV.1 DATE I DESCRIPTION BY 0 04/14/14 ISSUED FOR REVIEW SF INSTALL 2.30ft ANTENNA 1 3 SITE NUMBER: A-3 A-5 BS23XC422 SOURCE;Stall SITE NM OY-20-t3 SITE NAME: mcn�J MA7RK N011 NQIE1 ONE SECTOR 910MN FOR pATaIY NORTH JUMPERS FROM 25 RRH TO 2.5 ANDOVER N TFY DOLS' 2.5 ANTENNA AND RRH PHOTO DETAIL AND EQUIPMENT SCHEMATIC SITE ADDRESS: MANAGER OF ANY DISCREPANCY. SCALE: N.T.S. s-t 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 EACH sEx.TOR:FEIRHISN Aro nsrALL(e) +/z'ooAx Cele JMRIPERS,(+) +/2' CALIBRATION CABLE,AID 1 1 TET CABLE.TE-WRAPI.GeIE BLOCKS/NAEIOEIL3Y CUSFHION3 AD 11IEEIL MEATS TO SBCUELY ATTACH NO FASTEN CJIWE4 TO TOTTER SIRIIC11M ANTENNA SUPPORT PLATFORM AND ANTENNA PPE MASE SETTTTIE PON SECM INSTALL(t)NYTIND JMOM IER CAME FTAiIEH AND INSTAL CAME � STRUCTURAL SUDOMFASTENW FROM MEDUSA,TO WMM CUSHIONS AND�i Oa Fox FIBER MEANS TO CABLES Y CIATTACH IIiIED AT A_5 DETAILS SDE OF IOM.DO NOT MOM SEND RADMS,CUT DC POWER CABLES TO LEROIN AT R3Bi EXISTING GUYED TOWER SHEET MIM NOTE:ONE SECTOR SHOW FOR CZAR" 2.5 ANTENNA AND RRH MOUNTING DETAILt SCALE: N.T.S. S-1 S- 1 ELECTRICAL S Na ��1 ,. 70 FAMISH AND MIALL ALL COMPONENTS,D UPGRADE COMM ELWfRCIL SOMIDE,CONDUT;CONDUCTOR PPC — - E-- Sprint' AIN MOB SIT AAGO OOORDANCE WITH SPRINT CON6'nwwm sTADVJDs Nv 2.5 ADBDUM W*Emw w=2013-002 1)ALL ELECIRMA WORK SHALL COMVM 7D THE RE7gU1REMENTS OF 70 FISH NIDMV.W LCL"UPGRADE TIE MMM BREAM OOFOUCIOR.M4 CONDUIT TO A LNIW NEC THE NATIONAL ELECTRICAL,OOOE(NEB)AS WELL AS APPLICABLE STATE AND LOCAL CODES. EXISTING (OR NEW) INSTALL GGN( RATING FOR A 100-ALP'24OV CIDUIL SUPPORT PIPE 7YP. NEW OR REPAIRED GROUNDING EQUIPMENT WM 70 SANT GROUNDING STANDARDS AND FOLLOWING( k MAHwRAH.TN107495VD.SUB'E800 -ANTI-7HE)T UPDATE 7O SPIOIT GROUNDIG DI17FD GB-24-12(OR CU Off VERSION) R �UTILITY COMPANIES FS AtD SPRIN' CONSTRUMM INSTALL NET CAELES -SPRINT E MMEO I:LEM EL-0504 DIKED 04-20-12(OR CU8'ERr VERSION) MNVBER. TEL:18001 35 7-7 641 SYMBOL LEGEND 3)ALL CONDUNTS ROUTED BELOW GRADE SHALL TRAhmm 10 RICID Qx SPECIAL WORK NOTE CALVIN®ELBOWSWRH =0 GALYANM STEEL ABOVE INSTAL GRACE. N EXOTHERMIC CONNECTION NV 2.5 25 4)ALL METAL CONDUITS SHALL BE PROVIDED WTTH CRONDING BRINGS. ANTENNA RN INSTALL DC/FlM INSTALL DC/FBER PAR TIP. � B B • AIM] MECHANICAL CONNECTION PAR TYP. 70 ADORDNIAL 8)COEINAL CONRIAR'IGR SFfALL PR6NOE ALL DIRECT BURIED OOFOUIIS 1 $lxIL1RS W�INDHR FU►SIIC WINNING TAPE DFNiFYwG CONTENTS.TAPE COLORS SIWl E] CABLE GROUNDING KIT I HYBRID CABLE IPO MFDIM CE ORANGE FOR TELEPHONE AND FID FOR ELECTRIC. 1 Q� W ANDMSL ALL EJ.EILTTICAL KEYS STWL BE U.L APPT5T11ED OR LISTED AND 55A COMMUNICATIONS T-S LY�.NSIAA7ED NSTKL CABLE avum G KIT AT 3 33 BOSTON POST ROAD WEST,SURE 320 BaL �2 � �IIIX 2 IAF IN L� LOCA7QI5,70P,BGI'7dIL AND A� h 77NE�P� 7��� MARLBOROUGH.MA 01752 TEL 1508)251-0720 WDED. A I -------- INSTALL(1) ,-1/4•HYBRFLDL CABLE D�SCIIBEDf=xDRAWNGS AND SPECIFIINCLUDES rGTIINCLUDING AND ��SwODENTAL DEULQM WORK to PRONDE COMPLETE OPERATING AND APPROVED ELECTRICAL STRAPS �°DE '°` Hudson USED ON FEE CAME B)COF7tAL CONTRACTOR SHALL PAY FRES FOR PERMITIS.MD IS #z SOLD TINNED BCW 1 IM OR 7E WRAP MUST Fi�SPONSBLE FOR OBTAINING SAID PERMS NO COOTDINAI OF Design 6roupuctw,® I INOr BE USED ON FIBER INSPECTIONS. EXISTING ANTENNA EXISTING FIBER — --- 3 #2 SOLID TINNED BCW Y)EI.EX:TTIC,AL AFD TELCO WMM OUTSIDE A BUILDING AND EXPOSED 70 1600 OSGOOD STREET GROUND BAR (AGB) DISTRIBUTION PAN0. TER SHALL EIE IN WATER TIGER GALVAI®RNID STE11..CONDORS BUILDING 20 NORTH,SURE 3090 IEL 19781557-5553 ----- MISTING EOUIPME OR SCHEDULE 80 PVC PERMTTTED BY NO WHERE RECUIRED N.ANDOVER,MA 01845 FAX:1978 336-SM6 EXISTING 100A-2P BREAKER IN EXISTING GROUND ------ GROUND BAR (ECB) N LIQUID TIGHT FLDOBLE METAL OR NONYEf CONDUITS. O EXISTING PPC, VERIFY BREAKER 1 10)BORED OONDUR SHALL CE SCHEDULE 40 PVC REQUIREMENTS WITH EQUIPMENT CONDUCTOR TO EXISTING MANUFACTURER AND SPRINT GROUND FURBISH O INSTALL C HD TORS 711E OO T LITITOO FOR OF FIBERAT .'M'�AND OL` � � 11)pFCT>nOCIMILA�wRNG sFw.L BE COPPER wRH TYPE XDIIw.7FSIN.at ��,p\. EXISTING ELECTRICAL PANEL 1FD� INSTALL LTE Beu AN EL P. J DEMAR MOM POINT AND PROL DIRER CELL SM PPC M EXISTING RE A-2P MAIN 12)RUIN ELOW C@DLIII OR CABLE BETWEEN ELECTRICAL. O CIRCUIT BREAKER (Mce) AC EXISTING DH TMS DRANRD.PROVIDE FULL LENIM PULL ROPE.COORDINATE t O SOURCE LOAD EXISTING AC POWER MMBTS EXISTING CENTER EOUIPMEM BBU 1 NSTALLATKXN MRI UTILITY COMPANY. C EXISTING SPRINT METER I DEMARCATION CABINET CABINET , RUN TELCO CONDUIT OR CABLE BE7WEER TELEPHOIE UTILITY 0.4 7 0 IN EXISTING METER BANK EXISTING FIBER POINT AND PRUW OWNER CELL SITE 7E=CABINET AND t --3EM7}FLATM, TELCO PANEL ItbTALL RE7 TFR PULL ROPE N INSTALLED MJDO CONDUf.PRONDE GRIMNLEE CONDUIT �p FROM TELCO .............jj� —40— BTS CABI AS RICICI ON THIS DRAWING PROME FULL U3XFIHlFFG/STEREO �c�� I MEASURING TAPE AT EACH ETD. \� #2 SOLID TINNED ff#2 SOLID TINNED SANALBCW TO EXISTINGW To ExIST NG 14 FSR OPTIC CRCUISSWILL BE IN AODRDANCE MIH NEB ARTICLEGROUNDING OUNDING EXISTI ASTER 7)`0-OPTICAL FlBQt CABLES AND RACEWAYS. ---- — =-ION ROUND BAR (MGB) 1'i) w8UwmIOA71O15 aRCU15SHALL BE w ACCORMNCE MINI NEC EXISTING GROUND MAIN ARROE 800-COIMUNICA710NS SYSTEIEES. — j TYPICAL POWER AND GROUNDING ONE LINE DIAGRAMS SCALE: N.T.S. E-1 CHECKED BY: KB 1 EXISTING 200A-2P MAIN APPROVED BY. DPH CIRCUIT BREAKER (MCB) _. SUBMITTALS EXISTING IOOA-2P 2 MMBTS CIRCUIT BREAKER O FO. DATE DESCISIPnGN BY 0 04/14/14 ISSUED FOR fIVIEW SF SITE NUMBER: BS23XC422 SITE NAME: te NORTH ANDOVER SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 S EU TITLE - } - � ONE LINE DIAGRAM - SHM NIYBFR SOURCE:SBA sm AUOr 39-20-13 C7, SON m S&1 Sm ADR 09-20-13. EXISTING PPC BREAKER PANEL E- 1 SCALE: N.T.S. PROTECTIVE GROUNDING SYSrE MS GENERAL NOTES: 1^^ SYMBOL LEGEND 1• GROUNOND SHALL BE N ACCORDANCE MTH NEC ARTICLE 250-ORMCM ALIO BONDNG. Sprint* 0 EXOTHERMIC CONNECTION 2. CTOUDND SHALL WE N ACCORDANCE WFH SPRINT WED DOCUMENTS 7,01602.004 'MOIOIO, GROUNDING AND 71IARWNT PROTECTION FOR CELL 0113'NO 3.01610.002 • MECHANICAL CONNECTION •SBE RES ll N 70 FARM 7TSIN0•• I INTERNATIONAL BLVD.SUITE MO a PRDwE GROUND CONNECTORS FOR ALL METAIIf STRUCRIRE9.ENCLOSU 3.RICENNYS MAHWAH.N307495 13 CABLE GROUNDING KIT AND DIM UOIDUICIDE Una bhp WON THE INSTALLATION UH iOF CARtIER!S TEL:(800)3577641 EAUUP&M. 4. GROUND CONNECTION&CLEAN supro S 7HOPIMLOLY BEFORE AFPLwa GROUND LUGS OR CLAMPS IF SURFACE IS OOAIED,R010VE lif COAfINO,APPLY A NON-OOINOdVE APf116V[D UNLESS NOTED OTHERWISE,ALL BONDING REMOLD TO��SIRSHAL AND BISTALL LU06 OR CLAMPS.METRE GALVANQ O E CONDUCTORS ARE 2/SOLID TINNED BCW. RL7/OVFD fiK1M TEND.,IF SHALL�HVMRm OR lYA1CIRm UP WITH 9GILVANOK•0R EBILAL. 5, ALL GROUIOND WIRES SWILL PROYDE A 87RAIOHR,DOMNIARD PATH TO GROUND NRN ( S BA GRADUAL LENTS IIB REQURED.OROIUID MiES SHALL RDF LTE LOOPED OR SWPLY BFIR. EXISTING MASTER GROUND BAR (MOB) 6 ALL CLAMPS AND SUPPORTS USED TO S PPORr THE GROUNDING SYSTEM COMOUGFORM AND PID OOIDUIS SOUL IE PVC TYPE gym) NOT USE METAL BRACKETS OR 58A COMMUNICATIONS CORP. SU�P0RI5 WNCH MOULD FORMA A FEND"GIRD ANY G OLV43M CANDUCROR. 33 BOSTON POST ROAD WEST.SURE 320 MARLBOROUGH,MA 01752 TEL(508)251-0720 EXISTING EQUIPMENT GROUND BAR (EGB) --'D 7. ALL GROUND WIRES SHALL BE#2 SOLD TINED BOW UNLESS NOTED OREIRM$E. L#RF E7IPANIS1011 S. 70 A AMC COPPER GROUND IEEE,FROM EACH ANTENNA,MIOUNRM.RTE EXISTING $2 STRANDED, AO C _ T1r000 roR •)MIN B. GROUND ANTERUM BASS,FRA ES.CABLE RACKS.AID OBER MEmLw COMPONENTS MBH Hudson INSULATED COPPER (TMP.) C //��INS�ULATED 71NNI0 STRANDED DODDER GROlRONO OOIOUCIORS A D CCONNECr 10 NwIJDED SURFACE YOlU1TED GRDUIO BARS ODNNFx110N OEML3 SHALL FOLLOW Design Groupuc® NBPLL NIEIWA.GROUND ROE i MANUFACRIRFR'3 SPECIF104RONS FOR GRMCM /B NSUAIED WITH 2-HOIE LUG I —_♦ 10.EACH EDUUPMENr CABINET SHALL BE CONNECTED 10 THE MASTER ISOLATION GROUND EMM (Moe)WITH/2 SOLD 71INNED Bar EOUFMERR CABINETS WALL HAVE(2)CONECTOW 16000SGOODST2SET INSTALL HNYEERSLE7( EXISTING BUILDING 20 NORTH,SUITE 3090 TEL:j978',557-5553 AND POW00 8BU 11.6NDULD HRWmFLEi(SHERD AT TOP,BOTTOM AND AT 7RAINSIHON TO HVBRFUD(ELDER N.ANDOVER,MA 01845 FAX:1978]336-5586 C CABINETFURNISHA�FALL 1EL�MD GT10RI�� CAMLS AT fAl1P1lNT GARRET ENIIIYVN,!119NB YMIIUrACRUEIT'9 GULE]JE3. MQI SUPPORT CONDUIT AT 24.OO.AND HYBRFTFR(CABLE E70CE7]X 200'.MOUND AT MERVILS NOr OQi®DG 10W. EXISTING FIBER DISTRIBUTION BOX --♦ AT Wax T0-HORIZOWK DOM VISM THAT EXISTING aaROI FOR FIFURNISH AND DMIALL BER 1LN�PERs ---W (FN MYSTALL NYBTtFLD( 12SPACE/HOLES FOR ADDITIONAL IONALi HOLE LUGS. (aDIIND BARS NIWE ENo1U7NU I=CONOW FIB SUPPORT uER oN< AND 17.E7mTHEmBc WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL yG OORODO AT DU O.0.AND AT _ -0 SINE«+ai oE(o IGT OTHERWISE.THE CM#WION SHALL BE MADE IISeD ca�ra6slaN TYPE-2 HUM LONG ANI EL P. v, CONO,AL-T 2r Dull AN BT BARREL LUBE OR DOUBLE CRIMP'IC"CLAP.THE COPPER CABLES SHALL LE OWNED M _ RETROFIT IN MM-O MMM MIGMAR BUM KOPR-4HLD)BEFORE MADRID TFE CTAP MOVING b&EM 11£CONTRACTOR SOUL FOLLOW MAI UF=U En R EDOMENDED TORQUES ON THE CI FDOW UPMF]7 BRAN FURNISH AND NSpLL[7)2'UDIUD ICY 70 SECURE CONNECTIONS. 7TTE tzlDur FWRR FSR 14 AT AL TEraEUBRONs AT EauWEBOUr o4anaNEs.Fw(Ei.AD FTwMrs OF LnIAPLEnr AND o.4 7 0 DO CON DUCIORB,AND A0./IMI. WHERE EXPOSED FOR GROU IOM CONDUCTOR 70M MM SRALL BE PERFORMED UI IZND SUPPORT CONDUIT AT 24•D.C.AND TWO IDLE BOLTED TONGUE COMPRESSION TYPE LUGS MTTFH SIALGESS STEEL SUF TAHPND ---♦ AT vERTIOAL 7O-HORIZONTAL BOW saErs �O F�/STERE ♦ INSTALL INTERNAL GROUND Gr AND 16 THE MASER GROUND BAB 000 94ML BE MOE Or RARE 1/4'W COPPER VvR OUTDOOR NAL W. 7CP HMT OR /e INSULATED MRH 2-IIOIE LUS A TUOVIONIB R SHALL LE Wl D NO WROE ENOUGH 70 ACCOMMODATE THE EXISTING BURIED GROUND RING (BOR) GROWTH CAEM REQUIRED MUMMER OF GROUND HE HARDWARE SECURING 7HE MISS SMALL DPANSION EXISTING EQUIPMENT SFCTIMAL INSULATE THE MOB FROM ANY BTRUCTI/E TO WHICH IT IS FASSTENEA Otm TDA) GROUNDING BAR (ECB) 10.ALL BONS.WASE18,AND NNIS USED a1 GROUNDING CONlOIIONB SHALL,SE STAINLESS EQUIPMENIr S1EII. 17.ALL GROUNDING CONBEDIONS SHALL BE COATED WRCOPPER SHIELD A COPSHIELD ANTI-OOROSNE _-------- AADMM SUCH AS TAB I(OPR SIMA VEREY PRODUCT WITH 3PRIR CONSTRUCTION MANAGER. 16 FOR NEW OR REPAIRED GROUNDING EWA%O1.REFER TO SARW GROUNDING STANDARDS AND FOLLOWING(SUPPLEMIDMI -ANTI-7W. UPDATE TO S+RNT GROUNDING DICED:0e-24-12(OR CURRENT NFNSON) -SF7WR BDIEPRND LEflflR EL-0604 GUM 04-20-12(OR CURRENT VERSION) NOTE: HYBRIFLDL (FIBER &POWER)AND HYBRIFLEX (FIBER-ONLY) SHOWN. REFER TO RAN EQUIPMENT RFDS FOR SITE-SPECIFIC SCENARIO- 2.5 RAN EQUIPMENT GROUNDING SCHEMATIC CHECKED BY: KB SCALE: N.T.S. E-2 APPROVED BY: DPH BUTT CONDUCTOR INSULATION UP AGAINST SUBMITTALS 21{AWG STRANDED INSULATED, }4 OR THE CONNECTOR BARREL (I6 AWC SOLID CU CONDUCTOR WITH REV' DATE DESCRIPTION By GREEN, 60OV.THWN-2 INSULATION INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO-HOLE CONNECTORS EXTERNAL TOOTHED EXISTING GROUNDING BAR ON WALL. 3/8'0x1 1/2' FLOOR, OR ON ANTENNA TOWER S/S N 0 04/14/14 ISSUED FOR RENEW ff © 0 (D O © O 0 S/S LOCK WASHER COLD SHRINK OR SITE NUMBER: ® Q O (D ® (0 Q o (0 0 APPROVED EQUAL BS23XC422 ® _ 1'MIN SITE NAME: S/S FLAT WASHER NORTH ANDOVER , SITE ADDRESS: APPLY NO-0% 300 CHESTNUT STREET 1/4•MIN NORTH ANDOVER. MA 01845 TWO HOLE SPADE,TO BE USED M CONNECT TO GROUND BAR S/S FLIT WASHER GROUND BAR SIM HIRE NOTES GROUNDING DETAILS 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE. DO NOT COAT INLINE S/S BOLT 0 OF 2) COLD SHRINK OR LUG. APPROVED EQUAL AND NOTES 2.IF STOLEN CROU ND BARS ARE ENCOUNTERED,CONTACT SPRINT CM FOR REPLACEMENT THREADED ROD KT. TINNED COPPER GROUNDING BAR SWEET mum INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR TWO HOLE LUG 3 E-2 SCALE N.T.S. E-2 SCALE. N.T.S. E-2 SPECIAL AN TR TION NOT : PROJECT: 2.5 EQUIPMENT DEPLOYMENT c SPRINT TOWER TOP WORK IS CONTINGENT ON THE FOLLOWING: print• • COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS (PROVIDED BY TOWER OWNER). S • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT (PROVIDED BY A&E VENDOR). • GC SHALL FURNISH, INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED IN BEFORE—MENTIONED ANALYSIS AND ASSESSMENT. SITE NAME: NORTH ANDOVER • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL AHWAH..NJ 074 BLVC,SURE 800 95 MODIFICATIONS INCLUDING (AS NECESSARY) CONTROLLED CONSTRUCTION INSPECTIONS, SHOP—DRAWING APPROVALS, MATERIALS TEST RESULTS, AND FINAL MAH81M) N10741 TEL:(800135-7641 ENGINEER'S AFFIDAVIT. SITE CASCADE: BS23XC422 IS BA SBA COMMUNICATIONS CORP. Spri nt MARKET: BOSTON 33POST ROAD 75EST,SURE320 MARLBORRLBOR OUGH.MA 01752 TEL:1508f 251-0720 Hudson SBA SITE ID: MA01085-A/NORTH ANDOVER Design Groupuc 160005GGaDSTREET NOTE, BUILDING 20 NORTH.SUITE 3090 TEL:(978)557,553 OWNER AND TENANT MAY, FROM TIME TO TIME AT TENANT'S OPTION, REPLACE THIS EXHIBIT SITE ADDRESS: 300 CHESTNUT STREET N.ANDOVER.MA01845 FAX:19781336-5586 WITH AN EXHIBIT SETTING FORTH THE LEGAL DESCRIPTION OF THE SITE, OR WITH ENGINEERED OR AS-BUILT DRAWING DEPICTING THE SITE OR ILLUSTRATING STRUCTURAL -�N OF Ivlgs MODIFICATIONS OR CONSTRUCTION PLANS OF THE SITE. ANY VISUAL OR TEXTUAL REPRESENTATION OF THE EQUIPMENT LOCATED WITHIN THE SITE CONTAINED IN THESE OTHER NORTH ANDOVER, MA 01845 DOCUMENTS 15 ILLUSTRATIVE ONLY, AND DOES NOT LIMIT THE RIGHTS OF SPRINT AS ANIEL P. G PROVIDED FOR IN THE AGREEMENT. THE LOCATIONS OF ANY ACCESS AND UTILITY EASEMENTS LP ARE ILLUSTRATIVE ONLY. ACTUAL LOCATIONS MAY BE DETERMINED BY TENANT AND/OR THE SITE TYPE: 153' GUYED TOWER M SERVICING UTILITY COMPANY IN COMPLIANCE WITH LOCAL LAWS AND REGULATIONS. CI --{ SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX o.4 7 0 n ti �O,r� PROPERTY OWNER: v inti ` SPRINT EQUIPMENT MODIFICATIONS REQUIRED TO SUPPORT SHEET N0: SHEET TITLE REV CHK BY /STEF�F-0FSS/ONAI SBA PROPERTIES, LLC. a MODERNIZATION OF AN EXISTING WIRELESS COMMUNICATIONS FACILITY T-1 TITLE SHEET 0 KB SF TV AND UTILIZATION OF FCC BROADBAND SPECTRUM LICENSE FOR 2.5GHz 5900 BROKEN SOUND PARKWAY, NW D FREQUENCY, INCLUDING INSTALLATION OF: BOCA RATON, FL 33487-2797 SP-1 OUTLINE SPECIFICATIONS 0 KB SF PHONE: 561-226-9523 GROUND—LEVEL RAN EQUIPMENT, CONSISTING OF: * SP-2 OUTLINE SPECIFICATIONS 0 KB SF RETROFIT EXISTING MMBTS CABINET WITH (1) RECTIFIER SHELF, (3) SBA REGIONAL SITE MANAGER: \ RECTIFIERS, 2.5 RADIO ACCESS NETWORK (RAN) EQUIPMENT & (1) SP-3 OUTLINE SPECIFICATIONS 0 KB SF RUSS PUTNAM BBU KIT PHONE: 617-794-1405 • INSTALL (1) ADDITIONAL BATTERY STRING INSIDE EXISTING BATTERY A-1 COMPOUND & EQUIPMENT PLAN 0 KB SF RPutname®sbasite.com10, BACKUP (BBU) CABINET A-2 ELEVATION AND ANTENNA PLANS 0 KB SF 04 c ? A-3 RF DATA SHEET 0 KB SF TOWER OWNER: in TOWER—TOP EQUIPMENT, INCLUDING INSTALLATION OF: SBA PROPERTIES, LLC. (3) PANEL ANTENNAS A-4 RAN WIRING DIAGRAM 0 KB SF 5900 BROKEN SOUND PARKWAY, NW (3) REMOTE RADIO HEADS (RRH) A-5 EQUIPMENT DETAILS 0 KB SF BOCA RATON, FL 33487-2797 �O • (1) HYBRID CABLE (AND ASSOCIATED FIBER, DC POWER, COAXIAL A-6 EQUIPMENT DETAILS 0 KB SF CHECKED BY: KB PHONE: 561-226-9523 as CABLE JUMPERS AND ANTENNA REMOTE ELECTRICAL—TILT (RET) CABLE S-1 STRUCTURAL DETAILS 0 KB SF SPECIAL ZONING NOTE: APPROVED BY: DPH LATITUDE (NAD831: TI BASED ON INFORMATION PROVIDE BY SPRINT REGULATORY COMPLIANCE E-1 ONE LINE DIAGRAM 0 KB SF GOOGLE EARTH 2—C CONFIRMATION n+Norah PROFESSIONALS AND LEGAL COUNSEL, THIS TELECOMMUNICATIONS 42' 40' 08.14" N Y+• EQUIPMENT DEPLOYMENT IS CONSIDERED AND ELIGIBLE FACILITY UNDER E-2 GROUNDING DETAILS AND NOTES 0 KB SF SUBMITTALS 42.66892• I'1 THE TAX RELIEF ACT OF 2012, 47 USC 1455(A), AND IS SUBJECT TO REV. DATE DESCRIPTION BY ,xk.. vd� v AN EXPEDITED ELIGIBLE FACILITIES REQUEST/REVIEW AND ZONING LONGITUDE (NAD83): f1 5 N PRE—EMPTION FOR LOCAL DISCRETIONARY PERMITS (VARIANCE, SPECIAL PERMIT, SITE PLAN REVIEW, ADMINISTRATIVE REVIEW). GOOGLE EARTH 2—C CONFIRMATION oothSt —71' 06' 31.67" W ? d Q m —71.10878• LOCATION MAP GOOGLE EARTH 2—C CONFIRMATION GENERAL NOTES APPROVALS COUNTY: a o4/14/u 1ssIED FOR REvflr S< ESSEX 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND HUMAN HABITATION: AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED — ADA COMPLIANCE NOT REQUIRED. SITE NUMBER: ZONING JURISDICTION: El — POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING BS23XC422 TOWN OF NORTH ANDOVER — NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. 2. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND SITE NAME: ZONING DISTRICT CONDITIONS ON JOB SITE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NORTH _ ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE ANDOVER RESIDENTIAL — 3 PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE V ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR SPRINT., DATE: SITE ADDRESS: POWER COMPANY: TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 300 CHESTNUT STREET NATIONAL GRID 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND NORTH ANDOVER, MA 01845 ORDINANCES. CONSTRUCTION AAV PROVIDER: BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH MANAGER: DATE: EDITION STM TITLE VERIZON ELECTRICAL CODE: 2005 NATIONAL ELECTRICAL CODE STRUCTURAL CODE: TIA/EIA-222—G STRUCTURAL STANDARDS FOR LEASING/ SPRINT CONSTRUCTION MANAGER: ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. SITE ACQUISITION: DATE: TITLE SHEET WILLIAM MARTIN s PHONE: 774-232-3206 william.martin®sprint.cam RF ENGINEER: DATE: � s1�r N11eee EQUIPMENT SUPPLIER: ALCATEL-LUCENT OW Know ER OWNER: DATE: 600 MOUNTAIN AVENUE Call before you dig. �— MURRAY HILL, NJ 07974 www.call8lI.com THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS SECTION 01 300 - CELL SITE RT CONSTRUCTION ^^ AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. PA1 - GENERAL SECTION 01 100 - SCOPE OF WORK 1.1 ITi�WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER Sprint• PART 1 - GENERAL 1.11 UTILITIES SERVICES: WHERE NECESSARY TO CUT EXISTING PIPES, ELECTRICAL WIRES, CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED CONDUITS, CABLES, ETC., OF UTILITY SERVICES, OR OF FIRE PROTECTION OR BY THE CONTRACTOR. I INT, 1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE COMMUNICATIONS SYSTEMS, THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES OR 1.2 RELATED DOCUMENTS: MAHWAAn J07495NAL VD.SUBEeaO MAHWAH,NJ 07495 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. TEL(8W)357-7641 CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. INVOLVED: e. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A PART 1.2 RELATED DOCUMENTS: 1.12 PERMITS FEES: WHEN REQUIRED THAT A PERMIT OR CONNECTION FEE BE PAID 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 OFSUCH 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 SHALL 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. ISBAN] 1.3 PRECEDENCE: SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION 1.14 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM e. UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY PERFORM 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. SBA COMMUNICATIONS Copp. PART 2 - PRODUCTS NOT USED 33 BOSTON POST ROAD WEST.SURE 320 WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION A. TOP HAT ( ) MARLBOROUGH.MA 01752 TEL:(508)251-0720 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 3.7 FUNCTIONAL REQUIREMENTS, D. INSTALLATION OF BATTERIES 1.4 NATIONALLY RECOGNIZED CODES AND STANDARDS: E. INSTALLATION OF HYBRID CABLE A THE ACTIVITIES DESCRIBED IN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES A. THE WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND F. INSTALLATION OF RRH'S REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRIBED ARE NOT EXHAUSTIVE, Hudson4b STANDARDS, LATEST EDITION, AND PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO G. CABLING AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE - ® ... THE FOLLOWING: H. SPRINT TS-0200 (CURRENT VERSION) - ANTENNA LINE ACCEPTANCE STANDARDS THE CONSTRUCTION OF A FULLY FUNCTIONING WIRELESS FACILITY AT THE SITE IN ACCORDANCE WITH Design GfOUPLLC® 1. GR-78-CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. COMPANY PROCESSES, OF TELECOMMUNICATIONS EQUIPMENT. J. COMMISSIONING MOPS B. SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN, AND OBTAIN REQUIRED APPROVALS WHILE K. SPRINT CELL SITE ENGINEERING NOTICE - EN-2013-002 1600 OSGOOD STREET 2. GR-1089 CORE, ELECTROMAGNETIC COMPATIBILITY AND ELECTRICAL SAFETY -GENERIC L. SPRINT ENGINEERING LETTER - EL-0504 THE WORK IS BEING PERFORMED. BUILDING 20 NORTH.SUITE 3090 TEL(978;557-5553 CRITERIA FOR NETWORK TELECOMMUNICATIONS EQUIPMENT. M. SPRINT ENGINEERING LETTER - EL-0568 C. MANAGE AND CONDUCT ALL FIELD CONSTRUCTION SERVICE RELATED ACTIVITIES LKANDOVER.MA0I845 FAX:19781336-5586 3. NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS (NFPA) INCLUDING N. SPRINT TECHNICAL SPECIFICATION - TS-0193 D. PROVIDE CONSTRUCTION ACTIVITIES TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS, NFPA 70 (NATIONAL ELECTRICAL CODE - "NEC") AND NFPA 101 (LIFE SAFETY CODE). 1,15 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS: INCLUDING BUT NOT LIMITED TO THE FOLLOWING: &*M 4. AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM) 1. PERFORM ANY REQUIRED SITE ENVIRONMENTAL MITIGATION. �N �F " S 5. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE) A CONTRACTOR WILL UTILIZE ITS BEST EFFORTS TO WORK WITH SPRINT ELECTRONIC PROJECT MANAGEMENT SYSTEMS. CONTRACTOR UNDERSTANDS THAT SUFFICIENT INTERNET 2. PREPARE GROUND SITES; PROVIDE DE-GRUBBING; AND ROUGH AND FINAL GRADING, AND P q 6. AMERICAN CONCRETE INSTITUTE (ACI) ACCESS, EQUIVALENT TO "BROADBAND" OR BETTER, IS REQUIRED TO TIMELY AND COMPOUND SURFACE TREATMENTS. �G 7. AMERICAN WIRE PRODUCERS ASSOCIATION (AWPA) EFFECTIVELY UTILIZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO 3. MANAGE AND CONDUCT ALL ACTIVITIES FOR INSTALLATION OF UTILITIES INCLUDING ELECTRICAL AND j ANIEL I TELCO BACKHAUL. B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) MAINTAIN APPROPRIATE CONNECTIONS FOR CONTRACTOR'S STAFF AND OFFICES THAT ARE 4. INSTALL UNDERGROUND FACILITIES INCLUDING UNDERGROUND POWER AND COMMUNIC S - 9. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) COMPATIBLE WITH SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS CONDUITS, AND UNDERGROUND GROUNDING SYSTEM. A CI 10. PORTLAND CEMENT ASSOCIATION (PCA) 5. INSTALL ABOVE GROUND GROUNDING SYSTEMS. PART 2 - PRODUCTS (NOT USED) 11. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) 5. PROVIDE NEW HVAC INSTALLATIONS AND MODIFICATIONS. 0.4 7 0 PART 3 - EXECUTION 7. INSTALL °H-FRAMES", CABINETS AND SHELTERS AS INDICATED. 12. BRICK INDUSTRY ASSOCIATION (BIA) E CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 8. INSTALL ROADS, ACCESS WAYS, CURBS AND DRAINS AS INDICATED. 3,1 TEMPORARY UTILITIES AND FACILITIES: TH �O ST 14.13. AMERICAN WELDING SOCIETY (AWS) 9. ACCOMPLISH REQUIRED MODIFICATION OF EXISTING FACILITIES. �` 14. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE 10. PROVIDE ANTENNA SUPPORT STRUCTURE FOUNDATIONS. SS/ONAL E 15. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) CONSTRUCTION DOCUMENTS. TEMPORARY UTILITIES AND FACILITIES INCLUDE POTABLE WATER, 11. PROVIDE SLABS AND EQUIPMENT PLATFORMS. 16. DOOR AND HARDWARE INSTITUTE (DHT) HEAT, HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, AND 12. INSTALL COMPOUND FENCING, SIGHT SHIELDING, LANDSCAPING AND ACCESS BARRIERS. 17. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN 13. PERFORM INSPECTION AND MATERIAL TESTING AS REQUIRED HEREINAFTER. 18. APPLICABLE BUILDING CODES INCLUDING UNIFORM BUILDING CODE, SOUTHERN BUILDING ACCORDANCE WITH OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE 14. CONDUCT SITE RESISTANCE TO EARTH TESTING AS REQUIRED HEREINAFTER THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES 15. INSTALL FIXED GENERATOR SETS AND OTHER STANDBY POWER SOLUTIONS. CODE, BOCA, AND THE INTERNATIONAL BUILDING CODE. AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY 15. INSTALL TOWERS, ANTENNA SUPPORT STRUCTURES AND PLATFORMS ON EXISTING TOWERS AS 1.5 DEFINITIONS: FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. REQUIRED. 17. INSTALL CELL SITE RADIOS, MICROWAVE, GPS, COAXIAL MAINLINE, ANTENNAS, CROSS BAND A. WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT 3.2 ACCESS TO WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB SITE FOR COUPLERS, TOWER TOP AMPLIFIERS, LOW NOISE AMPLIFIERS AND RELATED EQUIPMENT. DOCUMENTS. AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE 18. PERFORM, DOCUMENT, AND CLOSE OUT ANY CONSTRUCTION CONTROL DOCUMENTS THAT MAY BE B. COMPANY: SPRINT CORPORATION ARCHITECT/ENGINEER DURING ALL PHASES OF THE WORK. REQUIRED BY GOVERNMENT AGENCIES AND LANDLORDS. C. ENGINEER: SYNONYMOUS WITH ARCHITECT & ENGINEER AND "A&E". THE DESIGN 19. PERFORM ANTENNAL AND COAX SWEEP TESTING AND MAKE ANY AND ALL NECESSARY PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT. 3.3 TESTING: RFQUIREMENTS FORT STING BY THIS CONTRACTOR SHALL BE AS INDICATED CORRECTIONS. D. CONTRACTOR: CONSTRUCTION CONTRACTOR; CONSTRUCTION VENDOR; INDIVIDUAL OR ENTITY HEREWITH, ON THE CONSTRUCTION DRAWINGS. AND IN THE INDIVIDUAL SECTIONS OF THESE 20, REMAIN ON SITE MOBILIZED THROUGHOUT HAND-OFF AND INTEGRATION TO ASSIST AS NEEDED WHO AFTER EXECUTION OF A CONTRACT IS BOUND TO ACCOMPLISH THE WORK. SPECIFICATIONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT UNTIL SITE IS DEEMED SUBSTANTIALLY COMPLETE AND PLACED 'ON AIR.' E. THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED SEPARATELY BY THE ADDITIONAL TESTING, THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA 32 GENERAL REQUIREMENTS FOR CIVIL CONSTRUCTION: COMPANY, A&E, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC FOR COMPANYS TEST AGENCY. CHECKED BY: KB TASKS RELATED TO BUT NOT INCLUDED IN THE WORK. 3.4 DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE A CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS. AND TRASH. F. OFC(: OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING G. CONSTRUCTION MANAGER - ALL PROJECTS RELATED COMMUNICATION TO FLOW THROUGH FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS. RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. APPROVED BY. DPH SPRINT REPRESENTATIVE IN CHARGE OF PROJECT... 3.5 EXISTING CONDITIONS: NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS B. EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" AND CLEAR OF DEBRIS. DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER 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 SUBMITTALS ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ENGINEER. CONDITION. REV. DATE DESCRIPTION BY CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPRINT 1. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION 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 1.7 POINT OF 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 THE 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 FOR SPRINT. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN BY THE CONTRACTOR. THE ENVIRONMENT, OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD. 1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, 1.2 RELATED DOCUMENTS: D. CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE 0 04/14/14 ISSUED FOR RENEW SF 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 EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALL RETURN THEN TO ORIGINAL CONDITION TIMES DURING PERFORMANCE OF THE WORK. B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A E. CONDUCT TESTING AS REQUIRED HEREIN. SITE NUMBER: PART OF THESE SPECIFICATIONS HEREWITH. BS23XC422 1.9 DRAWINGS. SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION 3.3 DEI LVERARI FS: CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS, STANDARD PART 2 - PRODUCTS (NOT USED) A CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT TO SPRINT SHOP DRAWINGS, PRODUCT DATA, SITE NAME: CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE STANDARD CONSTRUCTION PART 3 - EXECUTION SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH SAMPLES, AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER NORTH 3.1 RECEIPT OF MATERIAL AND EQUIPMENT• CONSTRUCTION COMPLETION. - - B. PROVIDE` DOCUMENTATION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING. DOCUMENTATION- - ANDOVER A. THE JOBSITE DRAWINGS, 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/OR UPLOADED INTO SMS. IN RED PENCIL WITH ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE CONSTRUCTION DOCUMENTS. 1. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTION REPORTS. SITE ADDRESS: DOCUMENTS. AT CONSTRUCTION COMPLETION, THIS JOBSITE MARKUP SET SHALL BE B. THE CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON 2. PROJECT PROGRESS REPORTS. 300 CHESTNUT STREET DELIVERED TO THE COMPANY OR COMPANY'S DESIGNATED REPRESENTATIVE TO BE RECEIPT SHALL: 3. CML CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). NORTH ANDOVER, MA 01845 FORWARDED TO THE COMPANY'S 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 INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO 2. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. NOTIFICATION). SUIT JOB DIMENSIONS 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 AND/OR FORWARD NOTIFICATION), PART OF THE WORK. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF AGREEMENT. 6. POWER INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). ANY VARIATIONS 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). OUTLINE C .DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. SPACING REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH. 8, PPC (OR SHELTER) INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION). 5. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING. 9. TOWER CONSTRUCTION START DATE POPULATE FIELD IN SMS AND/OR FORWARD SPECIFICATIONS BETWEEN EQUIPMENT IS THE REQUIRED CLEARANCE. SHOULD THERE BE ANY QUESTIONS 6. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING ( / REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE. NOTIFICATION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 3.2 DELIVERABLES,FS: 10. TOWER CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD SPRINT CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH THE WORK. - NOTIFICATION). SHO mLea 1.10 USE OF JOB SITE: 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 OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, B. 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) S P- 1 PERMITTED BY THE CONTRACT DOCUMENTS. C. UPLOAD DOCUMENTATION INTO SPRINT SITE MANAGEMENT SYSTEM (SMS) AND/OR PROVIDE HARD 13. CIVIL CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD COPY DOCUMENTATION AS REQUESTED. NOTIFICATION). 14, SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SMS. CONTINUE SHEET SP-2 CONTINUED FROM SP-1: 3.3 REQUIRED INSPECTIONS: B. REPORT INFORMATION WILL BE TRANSMITTED TO SPRINT VIA ELECTRONIC MEANS AS REQUIRED. A- SCHEDULE INSPECTIONS WITH COMPANY REPRESENTATIVE. THIS INFORMATION WILL PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT. c , ��1 SECTION O1 400 - SUBMITTALS TESTS AND INSPECTIONS B. CONDUCT INSPECTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.2 PROJECT CONFERENCE CALLS: V p ri nt 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 1.1 THE 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 2. FORMING FOR CONCRETE AND REBAR PLACEMENT PRIOR TO POUR DOCUMENTED WITH DIGITAL PROJECTIONSAND ANSWER ANY OTHER SITE STATUS QUESTIONS AS NECESSARYIrrERNAnONALBLVD,SUITE 800 , . OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT REPRESENTATIVE. MtAHWAH.NJ 07495 BE PERFORMED BY THE CONTRACTOR. 3. COMPACTION OF BACKFILL MATERIALS; AGGREGATE BASE FOR ROADS, PADS, AND ANCHORS; TEL 18001357-76°1 ASPHALT PAVING; AND SHAFT BACKFILL FOR CONCRETE AND WOOD POLES, BY INDEPENDENT 3.3 PROJECT TRACKING IN SMS: 1.2 RELATED DOCUMENTS: 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 FACILITIESERECTION. NG R MADE A PART OF THESE SPECIFICATIONS HEREWITH. 5 PHOTOGRAPHS BY THIRD IOPARTY AGIENCY D PLATFORM ATTACHMENT DOCUMENTED BY DIGITAL 3.4 ADDITIONAL REPORTING: S A D 1.3 SUBMITTALS: 6. ANTENNA AZIMUTH , DOWN TILT AND PER SUNLIGHT TOOL SUNSIGHT INSTRUMENTS - a ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS B ANTENNALIGN ALIGNMENT TOOL (AAT) 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 A&E, SITE 3.5 PROJECT PHOTOGRAPHS: SBA THESE SPECIFICATIONS. DEVELOPMENT REP, OR RF REP. 33 BOSTON 33 BOSTON POST ROAD WEST,SUITE 320 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 M1ARI-BOROUGH.MA01752 TEL (508)251-07201 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 1. 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 TOP AND INACCESSIBLE SERIALIZED APPLICABLE: 3. SPECIAL FINISHES FOR INTERIOR SPACES, IF ANY. EQUIPMENT 1. SHELTER AND TOWER OVERVIEW. t� 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). Hudson 5. CHEMICAL GROUNDING DESIGN. 12.PDF SCAN OF REDLINES PRODUCED IN FIELD 3. TOWER FOUNDATION(S) POUR WITH VIBRATOR IN USE (EACH ANCHOR ON GUYED TOWERS). .' C. ALTERNATES: AT THE COMPANY'S 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). DesignGroupucQ, METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGER FOR 5. PHOTOS OF TOWER SECTION STACKING. IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF 6. CONCRETE TESTING SAMPLES. APPROVAL PRIOR TO BEING SHIPPED TO SITE. SPRINT WILL REVIEW AND APPROVE ONLY / I6000sG000STREET THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. TESTING. 7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION. BUIlDMG 20 NORTH,SUITE 3090 TEL(9781557-5553 SUBMITTAL FOR APPROVAL SHALL INCLUDE A STATEMENT OF COST REDUCTION PROPOSED F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED BY THE 8. BUILDING/WATER TANK FROM ROAD FOR TENANT IMPROVEMENTS OR COMMENTS. WANDOVER.MA01845 FAX:1978;x36-5586 FOR USE OF ALTERNATE PRODUCT. CONTRACTOR WITH WRITTEN REPORTS AND PHOTOGRAPHS. PHOTOGRAPHS MUST BE DIGITAL 9. SHELTER FOUNDATION--FORMS AND STEEL BEFORE POURING. AND OF SUFFICIENT QUALITY TO CLEARLY SHOW THE SITE CONSTRUCTION. PHOTOGRAPHS 10. SHELTER FOUNDATION POUR WITH VIBRATOR IN USE. 1.4 TESTS AND INSPECTIONS: MUST CLEARLY IDENTIFY THE PHOTOGRAPHED ITEM AND BE LABELED WITH THE SITE 11. COAX CABLE ENTRY INTO SHELTER. OF /y�S 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. 13. ROOFTOP PRE AND POST CONSTRUCTION PHOTOS TO INCLUDE PENETRATIONS AND INTERIOR AND PROJECT DOCUMENTATION. 3.4 DELIVERABLES: TEST AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATION SHALL BE CEILING. ANIEL P. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE UPLOADED TO THE SMS AND/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE 14. PHOTOS OF TOWER TOP COAX LINE COLOR CODING AND COLOR CODING AT GROUND LEVEL cP 15. PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATORY SIGNAGE. TVI FOLLOWING: PERMANENT SITE FILES. 16.PHOTOS 1. COAX SWEEPS AND FIBER TESTS PER SPRINT TS-0200 (CURRENT VERSION) ANTENNA LINE AEQUIPMENT BOLT DOWN INSIDE SHELTER. A. THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE. 17.POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO U CI ACCEPTANCE STANDARDS. i. CONCRETE MIX AND CYLINDER BREAK REPORTS. LOCATIONS INCLUDING METER/DISCONNECT. 2. AGL, AZIMUTH AND DOWNTILT USING ELECTRONIC COMMERCIAL MADE-FOR-THE-PURPOSE 2 STRUCTURAL BACKFILL COMPACTION REPORTS. 18.ELECTRICAL TRENCH(S) WITH ELECTRICAL / CONDUIT BEFORE BACKFILL o.4 7 O ANTENNA ALIGNMENT TOOL. 3. SITE RESISTANCE TO EARTH TEST. 19.ELECTRICAL TRENCH(S) WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFlLL 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK 4. ANTENNA AZIMUTH AND DOWN TILT VERIFICATION 20.TELCO TRENCH WITH TELEPHONE / CONDUIT BEFORE BACKFILL. F�/STER�- IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF 5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED PER TESTING. 21.TELCO TRENCH WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL. ,SS`�UNAL 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 6. COAX CABLE SWEEP TESTS PER COMPANY'S "ANTENNA UNE ACCEPTANCE STANDARDS". AND BEND RADII). 1. AZIMUTH, DOWNTILT, AGL - UPLOAD REPORT FROM ANTENNA ALIGNMENT TOOL TO SITERRA 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, DOWNTILT, AND AGL MUST CONFORM TO THE RF DATA BEND RADII). SHEETS. SWEEP AND FIBER TESTS 1. TEST WELLS AND TRENCHES: PHOTOGRAPHS OF ALL TEST WELLS; PHOTOGRAPHS SHOWING ALL OPEN EXCAVATIONS AND TRENCHING PRIOR TO BACKFILLING SHOWING A TAPE MEASURE 24.FENCE GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND 2. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT VISIBLE IN THE EXCAVATIONS INDICATING DEPTH. BEND RADII). 3. ALL AVAILABLE JURISDICTIONAL INFORMATION 2. CONDUITS, CONDUCTORS AND GROUNDING: PHOTOGRAPHS SHOWING TYPICAL INSTALLATION OF 25.ALL BTS GROUND CONNECTIONS. 4. PDF SCAN OF REDLINES PRODUCED IN FIELD CONDUCTORS AND CONNECTORS; PHOTOGRAPHS SHOWING TYPICAL BEND RADIUS OF INSTALLED 26.ALL GROUND TEST WELLS. 5. ELECTRONIC AS-BUILT DRAWINGS IN AUTOCAD AND PDF FORMATS. ANY FIELD CHANGE MUST GROUND WIRES AND GROUND ROD SPACING; 27.ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. BE REFLECTED BY MODIFYING THE PLANS, ELEVATIONS, AND DETAILS IN THE DRAWING SETS. 3. CONCRETE FORMS AND REINFORCING: CONCRETE FORMING AT TOWER AND EQUIPMENT/SHELTER 28.ADDITIONAL GROUNDING POINTS ON TOWERS ABOVE 200'. GENERAL NOTES INDICATING MODIFICATIONS WILL NOT BE ACCEPTED. CHANGES SHALL BE PAD/FOUNDATIONS - PHOTOGRAPHS SHOWING ALL REINFORCING STEEL, UTILITY AND CONDUIT 311.30.GPS ANTENNAS. HVAC UNITS INCLUDING CONDENSERS ON SPLIT SYSTEMS. HIGHLIGHTED AS "CLOUDS" IDENTIFIED AS THE 'AS-BUILT CONDITION. STUB OUTS; PHOTOGRAPHS SHOWING CONCRETE POUR OF SHELTER SLAB/FOUNDATION, TOWER 3 . 6. LIEN WAIVERS FOUNDATION AND GUY ANCHORS WITH VIBRATOR IN USE; PHOTOGRAPHS SHOWING EACH CABLE TRAY AND/OR WAVEGUIDE BRIDGE. 7. FINAL PAYMENT APPLICATION 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 8. REQUIRED FINAL CONSTRUCTION PHOTOS INSPECTION AND PHOTOGRAPHS OF PLATFORM COMPONENT ATTACHMENT POINTS; PHOTOGRAPHS SHOWING THE PROJECTED COVERAGE AREA. CHECKED BY: KB 9. CONSTRUCTION AND COMMISSIONING CHECKUST COMPLETE WITH NO DEFICIENT ITEMS OF TOWER TOP GROUNDING; PHOTOS OF TOWER COAX LINE COLOR CODING AT THE TOP AND 34.MASTER BUS BAR. AT GROUND LEVEL; INSPECTION AND PHOTOGRAPHS OF OPERATIONAL OF TOWER LIGHTING, AND 35.TELCO BOARD AND NIU. 10. ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS36.ELECTRICAL DISTRIBUTION WALL. APPROVED BY: DPH PLACEMENT OF FAA REGISTRATION SIGN; PHOTOGRAPHS SHOWING ADDITIONAL GROUNDING DOCUMENT REPOSITORY OF RECORD). POINTS FOR TOWERS GREATER THAN 200 FEET.; PHOTOS OF ANTENNA GROUND BAR, 37.CABLE ENTRY WITH SURGE SUPPRESSION. EQUIPMENT GROUND BAR, AND MASTER GROUND BAR; PHOTOS OF GPS ANTENNA(S); PHOTOS 38.ENTRANCE TO EQUIPMENT ROOM. COAX 39.COAX 1.5 COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS OF EACH SECTOR OF ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM WEATHERPROOFING-TOP AND BOTTOM OF TOWER. SUBMITTALS 1.6 INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS BEHIND SHOWING THE PROJECTED COVERAGE AREA; PHOTOS OF COAX WEATHERPROOFING - 40.COAX GROUNDING -TOP AND BOTTOM OF TOWER. REV. DATE DESCRIP11011 HY TOP AND BOTTOM; PHOTOS OF COAX GROUNDING--TOP AND BOTTOM; PHOTOS OF ANTENNA 41.ANTENNA AND MAST GROUNDING. PART 2 - PRODUCTS (NOT USED) AND MAST GROUNDING; PHOTOS OF COAX CABLE ENTRY INTO SHELTER; PHOTOS OF PLATFORM 42.LANDSCAPING - WHERE APPLICABLE. PART 3 - EXECUTION MECHANICAL CONNECTIONS TO TOWER/MONOPOLE. 3.6 FIS PROJECT ACCEPTANCE: COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT, 5. ROOF TOPS: PRE-CONSTRUCTION AND POST-CONSTRUCTION VISUAL INSPECTION AND CONTRACT DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS 3.1 REQUIREMENTS FOR TESTING: PHOTOGRAPHS OF THE ROOF AND INTERIOR TO DETERMINE AND DOCUMENT CONDITIONS; ROOF SITES AND UPLOAD INTO SITERRA. TOP CONSTRUCTION INSPECTIONS AS REQUIRED BY THE JURISDICTION: PHOTOGRAPHS OF A. THIRD PARTY TESTING AGENCY: WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING CABLE TRAY AND/OR ICE BRIDGE: PHOTOGRAPHS OF DOGHOUSE/CABLE EXIT FROM ROOF; SECTION 07 500 - ROOF CUTTING. PATCHING AND REPAIR AGENCY IS REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A 6. SITE LAYOUT - PHOTOGRAPHS OF THE OVERALL COMPOUND, INCLUDING EQUIPMENT PLATFORM REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH FROM ALL FOUR CORNERS. 0 04/14/14 ISSUED FOR RENEW SF UNDERSTANDING OF LOCAL AVAILABLE MATERIALS, INCLUDING THE SOIL, ROCK, AND 7. FINISHED UTILITIES: CLOSE-UP PHOTOGRAPHS OF THE PPC BREAKER PANEL; CLOSE-UP SUMMARY: GROUNDWATER CONDITIONS. PHOTOGRAPH OF THE INSIDE OF THE TELCO PANEL AND NIU; CLOSE-UP PHOTOGRAPH OF THE THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE TESTING AGENCY IS TO BE FAMILIAR WITH THE APPLICABLE REQUIREMENTS POWER METER AND DISCONNECT; PHOTOS OF POWER AND TELCO ENTRANCE TO COMPANY CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED SITE NUMBER: 1. THE THIRD PARTY TDONE, EQUIPMENT TO BE USED, AND ASSOCIATED HEALTH AND SAFETY ENCLOSURE; PHOTOGRAPHS AT METER BOX AND/OR FACILITY DISTRIBUTION PANEL. ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS FOR THE TESTS TO EBE S ISSUES. 8. REQUIRED MATERIALS CERTIFICATIONS: CONCRETE MIX DESIGNS; MILL CERTIFICATION FOR ALL IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY BS23XC422 2. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, REINFORCING AND STRUCTURAL STEEL; AND ASPHALT PAVING MIX DESIGN. EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. SITE NAME: AASJTO, AND OTHER METHODS IS NEEDED. 9. ANY AND ALL SUBMITTALS BY THE JURISDICTION OR COMPANY. 3. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, SECTION 01 50C. - PROJECT REPORTING t,.4 SUBMITTALS: NORTH AASJTO, AND OTHER METHODS IS NEEDED. ANDOVER PART 1 - GENERAL A. PRE-CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION 3.2 REQUIRED TESTS: OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH SITE ADDRESS: A. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE 1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE (MINIMUM 3 FA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. 300 CHESTNUT STREET FOLLOWING: OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TONORTH ANDOVER, MA 01845 1. CONCRETE CYLINDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS SPECIFIED BE PERFORMED BY THE CONTRACTOR. B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 EA.)IN SECTION: PORTLAND CEMENT CONCRETE PAVING. 1.2 RELATED DOCUMENTS: SIM MUE 2. ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHNESS, AND COMPACTED DENSITY TESTING AS SPECIFIED IN SECTION: HOT MIX ASPHALT PAVING. a THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. 3. FIELD QUALITY CONTROL TESTING AS SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND OUTLINE PAVING. MADE A PART OF THESE SPECIFICATIONS HEREWITH. SECTION 09 900 - PAINTING SPECIFICATIONS 4. TESTING REQUIRED UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS, PADS AND QUALITY ASSURANCE: ANCHOR LOCATIONS PART 2 - PRODUCTS (NOT USED) 5. STRUCTURAL BACKFILL COMPACTION TESTS FOR THE TOWER FOUNDATION. A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE 6. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE GROUNDING SYSTEM DESIGN. PART 3 - EXECUTION MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE SHEET xlneEn 7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION LINE ACCEPTANCE 3.1 WEEKLY REPORTS: YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE STANDARDS. 8. GROUNDING AT ANTENNA MASTS FOR GPS AND ANTENNAS a PORT CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY RES SHOWING PROJECT STATUS. WITH MANUFACTURERS INSTRUCTIONS. S. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. THIS STATUS REPORT FORMAT WILL BE PROVIDED TO THE CONTRACTOR BY SPRINT. THE SP-2 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. CONTINUE SHEET SP-3 CONTINUED FROM SP-2: 5. GROUNDING OF TRANSMISSION LINES: 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 BE AS REQUIRED IN TS 0200 REV 4. CONDUIT: Sprint' A. MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND OC BUNDLES SHALL BE LABELED APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR COATING ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS SYSTEMS. REV 1 ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC I MERNABONAL BLVD,SUITE 800 PAINT SCHEDULE' EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE MAHWAH.NJ 07495 A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO KPRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND ELlsool3s7-7sa1 ITS: FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NOA ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST CONDUITS SHALL BE MANUFACTURED BY AWED, REPUBLIC OR WHEATLAND. TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE ( SBA7SINDUSTRY BEST PRACTICES. FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT B. ROOF TOP CONSTRUCTION: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLD SHRINK CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. FINISH. CXS SERIES OR EQUAL. SBA COMMUNICATIONS CORP. 2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED 33 BOSTON POST ROAD WEST,SURE 320 PAINTING APPLICATION: SELF-AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND WRAP OF METALLIC LONG SWEEP RADIUS ELBOWS. MARLBOROUGH.MA 01752 TEL:15081251-0720 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" WIDE MEANS ACCEPTANCE OF SUBSTRATE. ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF-AMALGAMATING TAPE. D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, 3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 4. WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE-COAT OR REMOVE SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. Hudson AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS EMT SHALL BE MANUFACTURED BY ALLIED. REPUBLIC OR WHEATLAND. OR APPROVED Design GFOUPLLC 4. CLEAN UP, TOUCH UP AND PROTECT WORK. (MMBTS) AND RELATED EQUIPMENT EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. TOUCHUP PAINTING: SUMMARY: E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO 16M OSGOOD STREET 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, BUILDMG20 NORTH.SUITE 3090 TEL:197815575553 ERECTION WITH "GALVANOX," "DRY GALV, OR "ZINC-IT." A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT N.ANDOVER,MA 01845 FAX:1978;3365586 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED WRITTEN INSTRUCTIONS. BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR OF COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND UNIVERSAL METAL HOSE, OR APPROVED EQUAL. SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO HEADS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). ANIEL P. GJ,� NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. HUBS AND BOXES: CIM CABLE INSTALLATION SUMMARY: C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, AND CABLE EQUIPMENT, A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. DC CIRCUIT BREAKER LABELING HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. O.4 7 O HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0-RING SEAL. PROVIDE IMPACT LABEL BEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. P�cy C/ TERES CS�� ANTENNAS AND RRH'S: 2012-001, REV 1. THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON THE B. CABLE TERMINATION FITTINGS FOR CONDUIT SS/ONAL E ' CONSTRUCTION DRAWINGS. 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR EQUAL. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE TRANSCIEVER 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE HYBRID CABLE: STATIONS (MMBTS) AND RELATED EQUIPMENT PRODUCTS BY ROXTEC. HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S SUMMARY: PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED REQUIREMENTS. A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, OR EQUAL. JUMPERS AND CONNECTORS: BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. DO NOT USE PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D", SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE CROUSE-HINDS, COOPER, ADALET, APPLETON, O-Z GEDNEY, RACO, OR APPROVED A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, INSTALLATION MOPS. EQUAL. MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FlELD FABRICATED, FOLLOW MANUFACTURER'S C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS SUPPLEMENTAL GROUNDING SYSTEM CHECKED BY: KB REQUIREMENTS FOR INSTALLATION OF CONNECTORS REMOTE ELECTRICAL TILT (RET) CABLES: SUPPORTING DEVICES: A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE APPROVED BY: DPH MISG ANO S: DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CUPS WITH INSTALL SPUTTERS, 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 REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED SUBMITTALS 1. ALLIED TUBE AND CONDUIT CONDUCTORS AS INDICATED. ANTENNA INSTALLATION: REV.1 DATE I DESCRIPRON LTV THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE 2. B-UNE SYSTEM 3. UNISTRUT DIVERSIFIED PRODUCTS B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED 4. THOMAS & BETTS EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. 1 DEGREE. 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE. EXISTING STRUCTURE: B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. D 04/14/14 ISSUED RIR RENEIM SF ON THE DRAWINGS. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, HYBRID CABLES INSTALLATION: 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL. 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 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE SITE NUMBER: CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S B. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED SPUDS TO STEEL ORLFLOORISHALLRFLOOR SO BE PATCHEDTTOTTHEY ARE MATH THE ADJACENT CONSTRUCTION RECOMMENDATIONS. ED AND SAFE. ALL, CEILING, BS23XC422 STRUCTURES. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SITE NAME: B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'SCONDUIT AND CONDUCTOR INSTALLATION: NORTH SPECIFICATIONS FOR BENDING RADII. SUPPORTING DEVICES: C. EXTREME CARE SHALL N TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND A INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED ANDOVER INSTALLATION. PERMANENTLY IN ACCORDANCE WITH NEC. STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SITE ADDRESS: 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN 300 CHESTNUT STREET MAGNETIC STAINLESS STEEL CUPS. CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. NORTH ANDOVER, MA 01845 LADDER AT 4'-0" OC USING NON- 2. FASTENING INDIVIDUAL FIBER AND M CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: 1%" THE FOLLOWING: PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT y� a. FIBER: SUPPORT FIBER BUNDLES USING VELCRO STRAPS OF THE REQUIRED LENGTH 0 18" SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TW OC. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. OF THE PROOF TEST LOAD. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON OUTLINE b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND SPECIFICATIONS NELCO PRODUCTS OR EQUAL SLABS. INSIDE. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CUPS. ELECTRICAL IDENTIFICATION sHEEF MWEIR 4. CABLE INSTALLATION: a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING SP-3 AND CROSSOVERS. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. MAXIMUM BEND RADIUS. *> Sprint II INTERNATIONAL NTE4AHnW0L BLVD,SUIT 800 TEL:18001 J57-7641 EXISTING EQUIPMENT EXISTING ACCESS S B� ON CONCRETE PAD GATE ) SBA COMMUNICATIONS CORP. 33 BOSION POST ROAD WEST.SURE 320 i MARLBOROUGH.MA01752 TEL:(508)251-0720 R mJL MV 28 70M 70P 3 F OR NOTDEWQ A-2 EXISTING EQUIPMENT TOWER , SHELTER --, Hudson Design GIOUPLLC 1600 OSGOOD STREET EXISTING CSC CABINET BUILDWG 20 NORTH.SURE 3090 TEL 197815575553 N.ANDOVER.MA 01845 FAX:(9781136-5586 I I I EXISTING CHAIN LINK ( FENCE (TYP.) EXISTING BTS CABINET '`\A OF I 1eDwm E)WITM lrrers ANIEL P. y I , , m WI)NU EXISTING METER BANK A-5 A-8 ) M -A CTI I I (=ADOTMt o.4 7 0 I H. al iCWM ON 01115111W " 5 mw IJlatt o��FGrSTER�� A-3 A-5 WE MDOE I EXISTING BBUV CABINET n AL G� O I EXISTING PPC AND TELCO CABINET I EXISTING TRANSFORMER L � I yy tr A EXISTING ICE BRIDGE(TVP.) I I I IEXISTING OVERHEAD ICE CANOPY CHECKED BY: KB EXISTING EOUIPMENT SHELTER EXISTING STEEL FRAME BY: DPH EXISTING FIBER �I APPROVED DISTRIBUTION BOX li it NATTEJlY( NC NSDE� I wmr("&aA-5 REV. MTES I D SUBMITTALS EL7m BY EXISTING BBU CABINET El i liEXISTING BTS CABINET _ SOURCE;51711 SIZE AM AM OY-IIO-13 l I I 10'-nW-0 F(M&Q FFfa II r-.V* R MFff Fwslra Weis RAN EQUIPMENT PHOTO DETAIL z o as/u/u IssTlm FOR�,Ex sF l i l CARI[T MIM(1)REI n" , t SCALE: N.T.S. A-1 SFELF,(3)fFCIFERS.2.5 SITE NUMBER: RADA A 3=NEIMOR(a1NQ �„p,�e(1)m„lar BS23XC422 _ - - - —� SITE NAME: NORTH ANDOVER 14.56, u SITE ADDRESS: _ CHESTNU NORTH ANDOVER,MAREET O 845 COMPOUND PLAN , Q 2 GRAPHIC SCa E 12 FEET SFFFf 1111E SCALE: 1/4"=1'-0" A-1 COMPOUND & EQUIPMENT PLAN SHW WMBER A- 1 tWSCLCIA CONSTRUCTION NOTE: SPRINT TO TOP WORK IS CONTINCFNT ON THE FOLLOWING: MNCLIMBINGLADDER OR COMBING PEGS. • COM OF A GLOBAL STRUCTURAL STABILITY ANALYSIS(PROVIDED BY TOWER OWNER). Sprint • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED BY A&E VENDOR). • OC SHALL FURNISH,INSTAL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICTED IN BEFORE-MENTIONED ANALYSIS AND ASSESSMENT. TOP OF EXISTING GUYED TOWER • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL MODIFICATIONS TOP 152.0' (MGL) INCLUDING(AS NECESSARY)CONTROLLED CONSTRUCTION INSPECTIONS,SHOP-DRAWING APPROVALS,MATERIALS TEST RESULTS,AND FINAL ENGINEER'S AFFIDAVIT. GAMMA C1:(E) EMPTY IIN'ERNATK)NAL BLVD,SURE 800 SECTOR (MM) MAHWAH.N107495 280• A3:(E) EMPTY 7E1:{8001357-7641 SPR XT RAD CENIIER SHIMM IN RED TEXT BASED ON S A-PPOVDED COLLOCATION APPLICATION.EOUFMETO DATABASE,AND ^.•IRUCRL7I1 ANALYSM THE SBA-PROVIDED ANTENNA RAD CIMQt 1=A1E.EDE ANY C1:(E) NV OONRICIWIB INFORMATION DERIVED FROM THE SPFOR NV 2,5 ESDS. 2 EXISTING RFS AP -C-A20 ANTENNA ( SBA7M A_2 (TYP. OF 1 PER SECTOR. TOTAL OF 3) MINT MD CP101J4 NOTE, E OF PROPOSED ANTENNA:; EXISTING EMPTY A2:(E) NV EXISTING AZIMUTHS FROM NETWORK S&A COMMUNICATIONS CORP. P1LV. 13MN* � VISION MMBTS LAUNCH DRAWING �� 33 BOSTON POST ROAD wES7.SUITE 320 COMPLETED BY HUDSON DESIGN GROUP, O MARLBOROUGH,MA 01752 TEL:y508)251-0720 SBA RAD CENTDI LLC.DATED: DECEMBER 04, 2011 ALPHA OF PROPOSED SPIaNi ANTEMKR , SECTOR EXISTING RRH'S MOUNTED TO EXISTING PIPE (ILLI) �V• 130-0'*(AG) (NP. OF 2 PER SECTOR,TOTAL OF 6) 80• 1 1 2NST SNIT•�RRH ' EXISTING EMPTY PIPE MAST(TYP.) S-1 A-3 A-5 MOLINTED TO EIR5IING PPL: I A1:(E) EMPTY Hudson EXISTING RFS APXVSPPI8-C-A20 ANTENNA Design G/oupuc 1 1 J *WALL SPRINT 23 ANTEW I (TYP. OF 1 PER SECTOR,TOTAL OF 3) 81:(E) EMPTY S-1 A-3 A-5 MOUNTED TO MailTNG WE ' BETA 1600 OSGOOD STREET BULDI'020 NORTH,SUITE 3090 TEL:1978 557-5553 EXISTING ANTENNAS (BY OTHERS) (TYP.) , SECTOR B2:(E) NV N.ANDOVER,MA C1845 FAX:97B 33G5586 1456' (MM) 210•/ 83:(E) EMPTY -o EXISTING ANTENNA PLAN SCALE:N.T.S. A-2 A N I E L P. J7 MI �1 EXISTING GUYED WIRES(TYP.) I CI ANTENNA STATUS LEGEND 0.4 7 0 NOTES,. EMPTY — EMPTY PIPE �p FFG/ TES 1)VERIFY PROPOSED 7(F S \� EXISTING SPRINT AZIMUTHS WITH RF (E) — EXISTING s$/ I EQUIPMENTANAL _ ENGINEER PRIOR TO INSTALLATION (P) — INSTALL I EXISTING EMPTY PIPE 2)EXISTING RRH'S NOT I SHOWN FOR CLARITY NV — SPRINT ANTENNA Imm Comm EIOIIOPCLLi EXISTING ANTENNA 25 — SPRINT ANTMNA � BY OTHERS (TYP.) i I CPF/iu YaaRI NOTE.- z5 OTE:2.5 RRH To 2,5 ANIDm CAN NOT D(CEED 15'. i NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY DISCREPANCY. I GAMMA I i SECTOR C1:(E) EMPTY CHECKED BY: KB (MM) A34P)2.5 APPROVED BY: DPH A C1:(E) NV AIM SUBMITTALS a e grow REv. DATE DEscRIFmOH er I I Cum 2,5 A2:(E) NV EXISTING GUYED TOWER O ALPHA ' 9011NCE,.SBA SITE AUDR OB-Zo-1J SECTOR EXISTING RRH'S MOUNTED TO EXISTING PIPE (MAI) (TYP. OF 2 PER SECTOR,TOTAL OF 6) 80• D 04/14/14 ISSUED FDR FVEW SF EXISTING PARTIAL ELEVATION PHOTO DETAIL EXISTING EMPTY PIPE MAST (TYP.) SCALE: N.T.S. A,:(E) EMPTY SITE NUMBER: EXISTING RFS APXVSPPI8-C-A20 ANTENNA (TYP. OF 1 PER SECTOR,TOTAL OF 3) BS23XC422 81:(E) EMPTY ' SITE NAME: SECTOR 92:(E) NV NORTH (MM) I �/ ANDOVER zlo• B3{P)2.5 SITE ADDRESS: I 2 1 NBIALL ya RRH MOUNrm TO pogo PpE 300 CHESTNUT STREET I A-5 S-1 (i1'P•OF 1 PER SBCIM TOTAL OF 3) )STA NORTH ANDOVER, MA 01845 2.5 >®I7l'00! 3 1 INSTALL SPRINT 2JCHz ANTENNA 10 DMNG PPE X210, SLEET Flu NOTES, ' A-5 S-1 (IMP.OF 1 PER SECTOR TOTAL OF 3) GROUND EQUIPMENT NOT SHOWN FOR CLARITY. i 1q.� ELEVATION AND ANTENNA PLANS GROUNDEVLEVEi: L �EL . =k PROPOSED ANTENNA PLAN 9EE"" T 'IBE" GRAPHIC SCALE ELEVATION 1 0 4 8 ,6 24 FEET SCALE: N.T.S. A-2 SCALE: ,/8•_1'-0" A-2 A-2 SPRINT CONSTRUCTION STANDARDS: �1� • !`•, CGENERAL ONSTRLICTIO �DARSHALL DS. ADHERE TO THE FOLLOWING SPRINT Sprint' Sprint,..," RFDS Sheet -CONSTRUCTION STANDARDS: INTEGRATED CONSTRUCTION STANDARDS FOR I INTERNATIONAL BLVD,SURE 800 WIRELESS SITES - (CURRENT VERSION), INCLUDING EXHIBITS A-M. MAHWAH.N107495 (by SBA Network Services 4/8/14.NOTE,Gen L Contrector/Towe C ew sh>1I verify that the latest RFDS-s used for u' t'st"ty, , -CONSTRUCTION SPECIFICATIONS: CONSTRUCTION STANDARDS EXHIBIT A - TEL:[WO)357-7641 General Site Information STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES (CURRENT VERSION). -GROUNDING STANDARDS: EXTERIOR GROUNDING SYSTEM DESIGN. Site ID HJ523XCA22 Equipment vendor ALU GROUNDING STANDARDS (SUPPLEMENT): ANTi-THEFT UPDATE TO SPRINT ( SBAF11 Market Boston Latitude42,668920 GROUNDING 082412 AND SPRINT ENGINEERING LETTER EL-0504 DATED Region East Longitude -71.108780 04.20.12- MLA SBA LL SITE ID MA01085 A -WEATHER PROOF14G STANDARDS: EXCERPT FROM CONSTRUCTION STANDARDS DOilBIT A. SECTION 3.6 WEATHERPROOFING CONNECTORS AND Structure Type SELFSUPPORT GROUND KiTS. SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD WEST,SURE 320 BTS Type Outdoor Macro -COLOR CODING: SPRINT NEXTEL ANT AND UNE COLOR CODING PER MARLBOROUGH,MA 01752 TEL:(508)251-0720 SPRINT TS-0200 CURRENT VERSION. Siterra SR Equipment Incremental Power Draw -VEDA- CONTRACTOR TO FIELD VERIFY AZIMUTH AND CL HEIGHT AND MECHANICAL DOWNTILT. IF DIFFERENT THAN CALLED OUT IN RFDS, HALT Solution ID Not Available Type Outdoor Macro Needed by Added Equipment ANTENNA WORK FOR ONE HOUR, GALL SPRINT RF ENGINEER (OR Equipment Vendor ALU MANAGER IF RF ENGINEER DOES NOT ANSWER, BUT STILL LEAVE A Hudson MESSAGE TO RF ENGINEER) USING SPRINT-PROVIDED CONTACT :ase Equipment INFORMATION FOR FURTHER INSTRUCTIONS. IF SPRINT DOES NOT Design Groupuc RESPOND WITHIN ONE HOUR, PLACE 2.510 ANTENNA AT SAME CL HEIGHT BU Kit ALU BBU Kit To Hat None AS 1.9G ANTENNA AND EMAIL CORRECT CL HEIGI4T AND AZIMUTH TO P SPRINT RF ENGINEER. UPDATE AS-BUILD DRAWING WITH CORRECT CL I60DOSGOODSTREET BUILDING 20 NORTH,SUITE3090 TEL (978)557-5553 BRU Kit City 1 Top Hat Qty N/A HEIGHT. ALSO EMAIL CORRECT 1900 MHZ AND aOO MHZ ANTENNA CL N.ANDOVER.MAOH845 FAX:)9781336-5586 Top Hat Dimensions(Inches) 1 N/A HEIGHT, AZIMUTH AND MECHANICAL DOWNTILT TO RF ENGINEER. Growth Cabinet None To Hat Weight Lbs. N/A -AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL Top g (Lbs.) INSTALLATION OF ANTENNAS AND AISG CABLES HAVE BEEN CONNECTED. �N OF lvj9S Growth Cabinet City N/A VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT INCLUDING Q\ S9C Growth Cabinet Dimensions(inches) N/A 600MHZ, 1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTILT, AZIMUTH GrawthCabtnetWeight(Lbs.} N/A (IF APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT ANIEL P. NSG TEST RESULTS IN COAX SWEEP TEST SPREADSHEET. Mi -GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN RF Path Information FRONT OF ANTENNA. THIS MEANS NO OBJECT IS TO BE LOCATED 45 CI DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 7 DEGREES U o.4 7 0 RRH T[�RRH8x20 25 AND DOWN FROM CENTER OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.5GQ1_ � RRH QNY Qty 3 ANTENNA IS NOT TO BE PLACED IN FRONT OF AOTHER ANTENNA 90 OSTER�� �c RRH Dimensions(Inches) 26.1"x 18.6"x 6.7" USING THE SAME 45 DEGREE RULE. THIS INCLUDES SPRINT AND RRH Weight(Lbs.) 70.0 NON-SPRINT ANTENNAS. ONAL -GENERAL CONTRACT IS REQUIRED TO USE A DIGITAL ALIGNMENT TOOL TO RRH Mount Weight(Lbs.) SO SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH ACCURACY IS TO BE WITHIN Power and Fiber Cable HYBRID CABLE 1 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO BE WITHIN Cable Qty 1 0.1 DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE Weight per Foot(Lbs.) 0.242 ACHIEVED. T AS-BU LS SETTINGS. SEDRAWINGS RF ALIGNMENT TOOL D EMAIL TOR Q ENGINEER Diameter(inches) 0.730 TOOL. HTTP://WWW.3ZTELECOM.COM/ANTENNA-ALIGNMENT-70OL,/. Hybrid Cable Length(Feet) (••A&E 225 ) 157 (Estimated by Sprint as Antenna CL plus 20%:DO NOT BOM using this length.) Coax Jumper Coax Jumper.MfgTBD. Coax Jumper Qty 27 Coax Jumper Length(Feet) (`• A&E 5 ) 8 Coax Jumper Weight(Lbs.) 1.7 Coax Jumper Diameter(Inches) 0.5 CHECKED BY: KB AISG Cable Commscope ATCB-B01-006 AISG Cable Qty 3 APPROVED BY: DPH AISG Diameter(Inches) 0.315 AISG Cable Length(Feet) (•• A&E5 ) 8 SUBMITTALS Weight of Entire AISG Cable(Lbs.) 1.3 faEY. DALE DESCRIPTION BY Antenna Sector Information Sector 1 Sector 2 Sector 3 Antenna Make/Model RFSAPXV9TM14-ALU-120 RFSAPXV9TM34ALU-120 RFSAPXV9TM34-ALU-120 Antenna City 1 1 1 Antenna Dimensions(Inches) 56.3 x 12.6 x 6.3 56.3 x 12.6 x 6.3 56.3 x 12.6 x 6.3 Antenna Weight(Lbs.) 55.1 55.1 55.1 0 04/14/14 ISSO FOR REVE11 SF Antenna Mounting Kit Weight(Lbs.) 11.5 11.5 11.5 CL Height(Feet) (• 130, } 130.4 130.4 130.4 SITE NUMBER: Antenna Azimuth(Degrees) 80 210 280 BS23XC422 Antenna Mechanical Downtilt(Degrees) 0 0 0 SITE NAME: Antenna EtiR(Degrees) -2 -2 -2 NORTH RF Filter Make/Model N/A N/A N/A ANDOVER Comments SITE ADDRESS: RFDS generated 4/8/14 by SBA Network Services from Sprint Plan of Record dated 4/2/14. 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 Comments in Red Text provided by A&E Vendor, IMPORTANT CONSTRUCTION NOTE:General Contractor/Tower Crew shall verily that the latest RFDS is used for equipment Installation. ' Note:Antenna Rad Center based on SBA-Provided Collocation Application,Equipment Database,and Structural Analysis.The SBA-Provided Antenna Rad Center shall SHEET TITLE supersede any conflicting information derived from the Sprint NV 2.5 Database. ••Note:Sprint CM shall confirm Hybrid Cable length,Coax Jumper length and AISG Cable Length before preparing BOM. A&E Recommended Hybrid Cable Length based on RF DATA SHEET NV 2-5 Equipment Audit plus 20 Feet for 12)10•foot coils at each end of the fiber trunk. STEET mum RF DATA SHEET A-3 SCALE:N.T.S. A-3 Sprint' _ I INTERNATIONAL BLVD.SURE 800 MAH:,-3E"' A TEL: 1H357J-079 SB A SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD WEST,SURE 320 MARLBOROUGH,MA 01752 TEL:1508125 W720 Hudson Design Groupuc 1, . MOOD RE BUILDING 20 NORH.S UITE 30 TEL:19781557-5553 14 ANDOVER,MA01845 FAX:19781336-56 AxxO xxxx XX X OF MISSq xxxx xxxx XXXX AN EL P. p�+gWe a yam. +y d #V 80DA900 MHz 2500NHz 800/1900 MHz 25ODMH2 80017300 IAHz 250OMHZ M +rR x x dF 4 x x s�"�'L -xxx xxxCl xxx xxx xxx x xxx xxx xxx zx xxx x xxx xxxo.4 a X xxxxxx x xx xxx xxx �'O QFC/STER�� xxx x x xxx xxx xXx N x xXx xx SSS/OVAL x^x xxx xxx o x xxx i x .� $ •rr�rrrr ����rrrri' r���r��a*: xxx y Xx% �w xz ) 2.5 x z FF-t FRU 2500 RRH . A'J RRC PR ' 84 8:4 e` r per HYBRIFLEX Jumpers r Sector 6 pr MM Fiber m a n +s93 1AD� � � lvuo rann er= c� tx�. + FRI, RFU 'R'.' R .RU RRU RRL RRV ftitU AALJ �.LU A:J 4A LU. A U LL1 nLJ °.LL AI.L' y 1 pr Power t � } v ICHECKED BY: KB c mcan Sty_„� VV,<, Medusa with outdoor rated zev,Fav i r,.AL APPROVED BY: DPH r - terminations SUBMITTALS Hybrid Jumper REV. G4D: OrSCRIPfgN BY STD LrE® so mpar Per Site Flber,a,mber - --- HYBRIFLEX Riser {�8ebdlld(,ITi _, .iumper �• r,w DGP-1 - 18 pr MM Fiber f TD-LTF SM UUplex Fiber ALU BTS ScwRd:]1y HybrW Gable V 25LC DepWynteOl 111913= cabinet pr Power SBU Capacity Exp Hybrid Cable . _.. 0 04/14/14 ISM FOR R-VEW ISF SITE NUMBER: BS23XC422 SITE NAME: NORTH ANDOVER ALU 2.5 ALU SCENARIO 1 RAN WIRING DIAGRAM: ALU EQUIPMENT RFS 2.5 ALU SCENARIO 1 SITE ADDRESS: SME” N.T.S. SCAM" N.T.S. SCALE N.T.S. 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 NOTE: sTm TnLE GENERAL CONTRACTOR/TOWER CREW SHALL RAN WIRING VERIFY THAT THE LATEST RF DATA SHEET DIAGRAM IS USED FOR EQUIPMENT INSTALLATION. SHRT NUMBER A-4 MANUF: ALCATEL-LUCENT Sprint'> MODEL• TD-RRH8x20-25 LENGTH: 26.1 HYBRID CA9L DC CONDUCTOR SIZE GUIDELINE WIDTH: 18.6 MANUF: RFS WEIGH" 70 L85 DEPTH: 8.7 CABLE I Edi ON DC CDUCTOR CA13 c� AREA. VAHwAH.INTERNATIONAL VD,SURE 800 J D7495 FIBER ONLY VARIES USE NV HYBRIFLEX 5/8- AREA: 3.5 SF TEL:IWOI 357-7641 HYBRIFLEX <200' 8 AWG 1-1 4' (0)117 HYBRI25IX -375 HYBRIFL325-J4 AWG 1-1 4 0.Yt SHBAE S ! 0 RTS HYBRl1Ef TRIM CABLE SCHEDULE o SBA COMMUNICATIONS CORP. 33805'ON POST ROAD WEST,SUOE 320 Hybrid able o MARLBOROUGH.MA 01752 NEL:15081251-0720 MN:H8058-M12-0501' 50 IT � ox+ 12, -,ode r,be,DaI,,Top:Outdoor protected connect ors,Bottom:LC o > 5 Connectors 5/8 able,50 ft to O U MN:HB058-M12-075F 75 ft �_ O MN:H8058-M72-1001' [ ] O 100 ft 0.2175.50 Hudson MN:HBOS&M32-1251' 125 ft 2 CHANNEL FIBER DIST. I=I .: D. CITY.:3 o Design Groupuc W MN:HB058-M12-1501' 1122!! o MN:HB058-M12-1751' 175 it 0 MN:H8058-M32-2001' 0 . 200 ft 0 1600 OSGOOD STREET O BUILDING 20 NORTH.SUITE 3090 TEL 197815575553 Hybrid able 120 o N.ANDOVER.MAGIM FAX:19781336-SSBfi 3x8 H8174-wee pat-OSOF 0.319[8.10] O 50 it AWG PVC DC WIRE �o 3x8AWG power poi rs,l2z multi-modefiber poi rs,Outdoor ra ted connectors&LC OTV.:6 OF ti e 50 it MN:HB114-O8U3M12-075F 75ft �(.P\•� SS,9�y 3 MN:HB114-08U3M12-100F loo ft SIDE VIEW FRONT VIEW V AN EL P. ® GJ Q MN:HB11408U3M72-1251' 125 ft MN:HB11406U3M72-1501' 150 it MN:MB314-_2.L 72-1751' 175 ft ALARM M MN:HB11408U3M72-2001' 200 ft q� p1 c51 AISG C1 -� Hybrid able 12D ® 2D CPR[ O.4 7 0.J MN:HB314]3U3M72-2251' \ CALJE TION ® POWER 225 ft O 3x6AWG powerpai r,l2x mu lti-mode IT r Da i rs,Outd oor rated cc nn ectors&LC 01.110[28.19 01.106[28.09 ANTE NA ANTENNA �Q �`U/STConC„�O \[�� cto I OVER TAPE OVER COFtE O 3 MN:HB11413U3M12-250F 250 ft PLAN VIEW Q MN:HB11413U3M72-275F 275 ft MN:HB11413U3M12-3001' 300 it 2.5 RRH'S 2 y Hybrid ode 0 .50] MN:HB11421U3M]2-3251' 325 ft 0.598[15.19 /2 CHANNELNNEL FIBER DIST. SCALE: N.T.S. A-5 a 3x4AWG power pair,12x multi-mode fiber pairs,Outdoor rated connectors&LC INNER CORE OTY.:3 QMN:HB114-21U3MI2-350F 350 ft RED 120 00942.LCE ] MN:HB11421U3M12-375F 375 ft BLACK `BUCK REDS RFS HVIRRFLEX JUMPER CABLE SCHEDULE RED Hybrid Jumper cable CHECKED BY: KB MN:HS F012-M3-SF1 5 it 01.110[28.19] �'/�� 5 f[,3x multi-mode fiy1ber airs,Outdoor&LC connectors,1/2 cable OVER TAPE 920 2D APPROVED BY: DPH O MN:HBF012-M3-10F1 10 it LL MN:MBF012-M3 AM 1'1 15k SUBMITTALS TCRs FROM 2.5 RRH TO 2.5 ANTENNA SHALL NOT EXCEED 15'.NOTIFY SnPRWT CM OF ANY DISCREPANCY. REV. LATE DESCRIPTION IST BLACK-� 01.108[28.09] OVER CORE Hybrid Jumper cable ` MN:HBF058-08U1M3-5F1 5 ft 0.252[6.40] 5 ft,Sx 8 AW G power pair,3x multi-mode fiber pairs,Outdoor&LC Connectors, 6AWG PVC DC WIRE 0 5 B cable OTv..6 a AYIO a Wp MANUF: RFS MODEL• APXV9Td14-ALU-120 l7 MN:HBF058-08U1M3-10F1 10 k LENGTH: 56.3 3 MN:HBF058-08U13-15F1 15 ft WIDTH: 12.6 M DEPTH: 6.3 WEIGHT: 70 LBS � 0 04/14/14 ISSl1D)FOR REVIEW ISF JLAIPER3 FROM 2A RRH EXCEED 2.5 ANTENNA SHALL NOT EXCIV.NOTIFY SPRINT CM OF AREA: 4.9 SF ANY DISCREPANCY, 0.217[3.50] 12 CHANNEL FIBER DIST. QTY.:3 SITE NUMB Hybrid Jumper cable CALIBRATION CONNECTOR BS23XC422 5 k,1z 6 AG power pair,3x multi-mode fiber pairs,Outdoor&LC Connectors, 5 ft W SITE NAME: 3 5/8 cable 3 MN:HBFO58-13U1M3-101'1 10 ft NORTH MN:HBFO58-13U1M3-5F3 < MN:HBF058-13U1M3-15F7 15ft - RF CONNECTORSEM EMMI ANDOVER 0 JlA1PER3 FROM 2.5 RRH TO 2.5 ANTENNA SHALL NOT EXCEED 15'.NOTIFY SPFCNT CM OF [J �D IJ 21 NSrALLAIM NOTE-- A� IN SITE ADDRESS: AN4Y DISCREPANCY. RF CONNECTORS 300 CHESTNUT STREET ASG OUT NORTH ANDOVER, MA 01845 Hybrid Jumper cable MN:HBF078-23U1M3-5F7 Sim TITLE 5 it lx 4 AWG power pair,3x mul d-mode fiber pa rs,Outdoor&LC Connectors, 5 k 0 7/B cable �///�// PLAN VIEW tp MN:HBF078-21U1M3-10F1 10 it 0.117[2 97] 12D D EQUIPMENT 3 1s k INSULATED EPDXY I I DETAILS 2IN51ALLATION NOM, R MN: GLASS ROD II-il .529 FROM 2.5 RRH TO 2.5 ANTENNA SHALL NOT EXCEED IV.NOTIFY SPFCNT CM OF 8,3� 12tY ANY DISCREPANCY. J1Nir 9ELT tulle+ •NOTE:SPRINT CM TO CONFIRM NYE=RISER CABLE AND HYBRID JUMPER s� CABLE MOOED NUL53ER5 BEFORE PREPARING BOM. 2.5 HYBRID CABLE X-SECTION AND DATA 2.5 ANTENNA SPECIFICATIONS A-5 SCALE:N.T.S. A-5 SCALE:N.T.S. A-5 Sprint' _ 1 INTERNATIONAL BLVD,SURE 800 MAHWAH,NJ 07495 TEL:1830)357.7641 ( SBAM _ SBA COMMUNICATIONS CORP. --_ .v, R„ 33 BOSION POST ROAD WEST,1111 121 (� fir.NSFNl MARLBOROUGH.MA 01752 TEL:1508)251-0720 X11AWMllK M MM N EXI"m SSU CNNW Hudson Design Groupuc±* r � 160005GOOD STREET BUILDING 20 NORTH.SUITE 9090 IEI:1978{557-5553 N.ANDOVER.MA01845 FAX:(978}336-5586 DS3 SURGE PROTECTOR OFSsq POWER INJECTOR 5-5 ® ® .. - AN EL P. s POWER INJECTOR 1-4 ® ® c 1 ^-1 7210 Sas—M z — ❑ "' 0.4 7 0 7210 SAS-M 1 —o ❑ Fe �'O�SFG/ST � 7205 SAR-6 - T LTE-BBU 2.5GHz Y'I LTE-BBU FDD a:dc:i o CDMA MT-BBU GROWTH •' COMA MT-BBU PRIMARY of PDP1 15MHz SPLRTER ETHERNET HUB SEC-B D D PRIMARY PROTECTION T1 CHECKED 8Y: KB SEC-B/1, /1 h j3- 1 OOO RECTIFIER SHELF PRIMARY : ❑ APPROVED BY: DPH El SUBMITTALS RECTIFIER SHELF 2.5GHz ❑ ❑ `'�� � .+�" Wv. DATE OrscRlPraN By SOURCE-SSIL SRE WOR Oo-10-13 FRONT VIEW FRONT VIEW EXISTING MMBTS OUTDOOR CABINET WITH 2.5 EQUIPMENT @ EXISTING 2.5 POWER BBU CABINET�� 0 04/14/14 IMS FOR I�veM sF SCALE: N.T.S. A-6 SCALE: N.T.S. A-6 SITE NUMBER: BS23XC422 SITE NAME: NORTH ANDOVER SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 SHEET IDLE EQUIPMENT DETAILS SHUT wim A-6 INSTALLATION NOTES: 1�^ 1.CONTRACTOR TO ENSNARE THAT RRH MOUNTING DOES NOT MFAFERE WITH OLLV8ING IAODER/PEGS. CAME CLIMB,OR COAX PORIS. MONOPOLE COLLAR-MOUNT RRH CLUSTER SQUALL PROMDE AN S p rI nt' OPENING BETWEEN ADJACENT RRLN AT LEAST 30'WOE CENTERED ON THE EXISTING SAFETY-CLIMB AND 30'DEEP FROM THE FACE OF THE POLE SELF-SUPPORT:RRH LEG-MOUNT OR FACE-MOUNT SHALL PROVIDE AH UNOBSTRUCTED varrC.AL GANBINa PASSAGE AT LEAST 30'WIDE AND 30-DEEP CENTERED ON THE LEG WITH THE CLON M LADDER/PEGS. IINTERNATIONAL BLVD.SURE800 2. CONTRACTOR TO VERIFY DIAMETER OF EXISTING MONOPOLE BEFORE ORDERING PARTS. NUHNJ0741 TEL:l800)ool 357-7641 95 3. CONTRACTOR TO VERIFY IN FIELD SIZE OF EXISTING MOUNTING PIPE TO BE 2-1/2-SID O (2.88 O.D.) PIPE MAST(6'-D-LONG). 4.VERIFY EXACT RRH AND ANTENNA MODEL&AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. a 5.ROTATE EXISTING ANTENNA FRAME AS NEEDED TO ACCOMMODATE INSTALL ANTENNAS. L� 6. RRH PLACEMENT FOR REFERENCE ONLY. CONTRACTOR SHALL PLACE RRH IN CORRECT ORDER MATCHING INSTALL ANTENNA PLACEMENT AND ENSURE THAT THERE IS ENOUGH CLEARANCE FOR RRHS EXISTING GUYED TOWER TO BE PLACED ON THE INSIDE ON THE ANTENNA FRAME. 7. INSTALL EQUIPMENT TO BE MOUNTED PER MANUFACTURERS SPECIFICATIONS. SBA COMMUNICATIONS CORP. 33 BOSTON POST ROAD W EST,SUITE 320 MARLBOROUGH.MA 01752 rEl:(508)251-0720 EXISTING ARM MOUNT SPECIAL CONSTRUCTION NOTE SPRINT TOWER TOP WORK IS CONTINGENT ON THE FOLLOWING: • COMPLETION OF A GLOBAL STRUCTURAL STABIUTY ANALYSIS (PROVIDED BY TOWER OWNER). Hudson EXISTING RRH'S MOUNTED TO EXISTING PIPE • COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED BY A&E VENDOR). (TYP. OF 2 PER SECTOR.TOTAL OF 6) • GC SHALL FURNISH, INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED IN BEFORE-MENTIONED ANALYSIS AND ASSESSMENT. Design GTOUpu,: • SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE INSTALL 2 Qft RRH WITH SOLAR COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL MODIFICATIONS INCLUDING (AS NECESSARY) N•� SHOD AND SMALL PPE MOUNITNG CONTROLLED CONSTRUCTION INSPECTIONS, SHOP-DRAWING APPROVALS, MATERIALS TEST RESULTS, �• TOT ATTACHED TOPROPOAND FINAL ENGINEER'S AFFIDAVIT. 1600 OSGOOD STREET MOUNTING PIPE QAOtW PER SED BUILONG 20 NORTH,SUITE 3090 TEL:19781557-5553 MANUFACRJRERS WEMM704 N.ANDOVER,MA 01845 FAX:1978)336 5586 (SLE INSTALLATION NOTE 1) NNOTCOF CLIMBING LADDER OR CLIMBING PEGS. EXISTING PIPE (CONTRACTOR TO "YG VERIFY PIPE SIZE) (SEE NOTE 3) AN EL P. Ji MI INSTAL 2.54III ANTENNA CI EXISTING RFS APXVSPPI8-C-A20 ANTENNA 0.4 7 0 (TP. OF 1 PER SECTOR,TOTAL OF 3) SECTION A-A �FcisTER�-� SS/GNAT �G\� INSTALL 2.30A RRH WITH SOLAR SHIELD AND SMALL PPE MOUNTING wT AFMCNED TO PROPOSED MMMRND PIPE (MOLMT PER A-5 MMIUIl'AMREIRS SPMfICAYDM (SEE INSTALLATION NOTE 1) EXISTING PIPE (CONTRACTOR TO VERIFY PIPE SIZE) (SEE NOTE 3) AEXISTING PANEL ANTENNA INSTALL 26GHNs MAGNA MOUNTED ON PrE (i?OF I PER SECTOR,TOOL OF 3) CHECKED BY: KB SPRINT EDUPAE)IT VERTICAL "' NSTAL 2SCFA RRH WITH SOAR APPROVED BY: DPH PRINT N 4'-0'MAX FI10A SHIELD AND SHALL PPE MOUNTING SPRINT RAD CORER MO AOT ATTACHED 70 E7ISRq - PIPE(MOUNT PER EQUPEENT SPACE I MANUFACTURERS SPECIFICATIONS) WITHIN THE 0 VERTICAL SUBMITTALS (SEE INSTALLATION NOTE 1) REV, DATE DESCRIPTION BY 0 04/14/14 ISSIIFD FOR f+FAEI SF NS1ALL 2J%ft ANTENNA + 3 SITE NUMBER: A-3 A-5 BS23XC422 SOURCE:SBA SITE ANA 00-20-13 SITE NAME: ., ViORICNOSFE SESHOWN OWN FOR CLWN NORTH .. JUMPQtS FROM 26• TE:RRH TO 25 ANTENNA CANNOT EXCEED IW ANDOVER NOTIFY SPRW CONSTRUCTION 2.5 ANTENNA AND RRH PHOTO DETAIL AND EQUIPMENT SCHEMATIC SITE ADDRESS: MANAGER OF ANY DISCREPANCY. SCALE: N.T.S. 5-1 300 CHESTNUT STREET EACH SECTOR F=4SH AND INSTALL(8) 1/2'OOAX CARE dILPE M(1) 1/Y NORTH ANDOVER, MA 01845 CAUtE01TI0N BIBLE,AND 1 1 TET CABLE.TE-WRAPS,CABLE BI.oQLS/HANOERS, LUSIONS MO OBER NEMIS 7D SE.lIELY ATTACH NO FA3IEN GBF9 70 TOWER STRUCRNE,ANTENNA SUPPORT PLATFORM MO ANTENNA PPE MAST. SHED nu EACH SECTOR IWALL(1)WASISD JAPER GABLE FURNISH AM MAL CABLE � STRUCTURAL f C/ FROM Or OTHER TO�i�CQL.E FIBER S ME MUG TO SOMMY�CL Al' A_5 AND DETAILS SIDE OF RRLN,LTO NOT 0=0 TEND RAORM.GIT LAO POWER CABLES 70 LEINOTH AT IRRHL EXISTING GUYED TOWER SLEET mmm NOTE:ONE SECTOR SHOWN FOR CLARRY 2.5 ANTENNA AND RRH MOUNTING DETAIL SCALE: N.T.S. S-1 S— I1 VAMK Nom ELECTRICAL NOTES 1. TO FMN KSI AND M)%LL ALL OOMPOIKNIS TO LRIORADE EXISTING F1FCIRICAL SERVICE.COICUf.COTDLILTOR.PPC r1 AID MCB IN AACCOOMMAIL,EE WITH SPRINT OONSIRUC)IION SfM�40S NV 25 ADODOIIY b10fEEIOND WHE 2013-M 1)ALL ELECTRICAL WORK SHALL CONFORM TO THE RFOUREMEIRS OP Sprint' 7o Mai91 LREW STA[L�U' 1FE EbSh/C M167S BRENfER COIOIICICR.NO CONDUIT 7D A EfNlw NBC THE NATIONAL ELBCTRICJIL CODE(Nix)As WELL As APPLICABLE sDUE AND LOCAL CODES. EXISTING (OR NEW) INSTALL Calc RATNO FORA 100-Alp•240Y CELCUIT. SUPPORT PIPE W RFS TNOIRDNO C ��TO PRINT OILOlRO!♦G STAIDAIDS AND FOLlI7YRIG(SFNFlO11Sk I INTERNATIONAL BL`7D,SURE 800 dLI PDLS.7YP. 2)THE ELECTRICALLOC CONTRACTOR CO SNAIL OOORDP SPRINT ALL 0@RIl1R -MIIF-7r1!)T U�WOC TO 9PIWT 01101RONG DiDID 024-12(OR CtIR1ENT 11E7tlpN) RbIITNC WITH LOCAL UILDY COMPANIES MO SPFWE CONSTRLICDDM MAHwAH.wo7a9s NSDILL RET CASES -SPNIT FNCNEDING LETTER EL-0004 DATED 04-20-1(OR CLIRRENT WETS" MANAGQ4- TEL:18001357-7641 SYMBOL LEGEND O SPECIAL WORK NOTE 31 ALL m"418 ��BELOW CRANI SHALLST TRANSITION (OCD GALVAE®FLlWIMS WRN RIgD CALVAN®STEEL CONDUIT ABOVE GRADE. ■ EXOTHERMIC CONNECTION Nay 2A 2.1' 4)ALL METAL CONDUITS SHALL BE PfEdYRIia YYDN GROUNDING EUDrN45- ( SBAMI ANTENNA RRL INSTALL DC/F6ER INSTALL DC/PEM PAR IVP. • MECHANICAL CONNECTION PAIR 10 AmDnIONAL E)GDERAL CONTRACTOR SHALL PROYDE ALL DIRECT BURIED CONDUITS pqS IA1DL PLASITC WARNING TAPE DENIFYING CONTENTS.TAPE COLORS SHALL IMISD CABLE IPO 11 W- BE ORANGE FOR TELEPHONE AND RED FOR ELECTRIC. CABLE GROUNDING KIT � �INTERNAL SBA COMMUNICATIONS CORP. AL.L ELEI=AL ITEL$e�L BE UJB APPIKM OR LISTED AND 33 BOSTON POST ROAD wEST,SUITE 320 �p EIS1MTm INSTALL CABLE ORDUIDRW KIT(TTP-AT 3 &XWLR PEp ST>1 LGN RLOlARI7AENM MAR'_BGROUCH,MAM752 TEL15081251-0720 �2 4IRI 2 IDLE Lw LocKno .TOP,B017171L AND AT rplplENn RICUIDES ALL LABOR AND MATERIALS STRMIDFA N�COPPER I I ��_���— INSTILL(1) 1-1/4'NYBIR1Dt CABLEAA&wxDRAWNGS AND SPEICIFICAD NIS Nq.LONG INCIDENTAL 4 ' BPORTAIR:VELCROWORK SYSTEM. PRONDE COMPLETE OPERATING,AND APPROM ELECTRICAL. STRAPS ONLY MAY IE Hudson USED ON PIBEl%CABLEE CEERAL CONTRACTOR SHALL PAY FEES FOR PDMS,AFD 13 I Design GroupucO I i ; TIES OR TE WRAP MIST FOR OBTAINING SAID PERMITS AND COORDNQION OF 12 SOLID TINNED BCW NOT E LOFD ON F6�7t INSPECTIONS. EXISTINGANTENNA EXISTING FIBER 3 #2 SOLID TINNED BCW B)ELECTRICAL AID TELCO MIRING OUISDE A BRRLDNC AND EXPOSED TO 1600 OSGOOD STREET GROUND BAR (AGB) DISTRIBUTION PANEL WEATHER a LL BE IN WATER TKW GALVANRED RIM STEEL CONDUITS BUILDING 20 NORTH,SUITE 3090 TEL 1978;5575553 ------- XISTING EQUIPMENTOR SGHEDl1LE LID PVC PERMITTED TRY AFD WHERE REGLMED N.ANDOVER MA01845 FAX:19781336-5586 EXISTING 100A-2P BREAKER IN EXISTING GROUND ----- GROUND BAR (ECB) N LKW TIGHT FLEXIBLE METAL OR NONLET COEDLIT15. 2 EXISTING PPC, VERIFY BREAKER CONDUCTOR 70 EXISTING O REQUIREMENTS WITH EGUIPMENT 10)SUITED COFDUT SHALL BE SCFEDIILE 40 PVC MANUFACTURER AND SPRINT a GROUND FT/06N IED INSGLL(2) 1-0•LI0110 TILE 00lDUT FOR �P.�� FIBER AAPl1lS ALD 00 COLWCTOR%SUPPDRr CMMNr 11)ELECTRICAL WPM SHALL BE COPPER WITH TYPE%FIIW.TLIMN.OR S AT 24•O.C.AND AT VERnCAL.70-HORMONTAL BEHIM iFfN �" EXISTING ELECTRICAL PANEL INSULATION. -yG INSIAIL LTE Eeu ANIEL P. P 1 EXISTING 200A-2P MAIN 1 RUNE OPMOIN IL "PR&OR CABLE BETWEEN ELECTRICAL UTILITY O CIRCUIT BREAKER (MCB) DE7LARL•ATaN POINT AND PROJEDT owFLER CELL SITE PPD As M i O AC EXISTING t SOURCE LOAD EX STING MBTS EXISTING I (IN THIS DRIIRNQ PROVDE FULL LENGTH PALL ROPE.COOROOEAIE CIV --T CENTER EXISTING AC POWER EQUIPMENT BBU INSTALLATION WITH C EXISTING SPRINT METER CABINET CABINET 1�)T1UN TELCO CONDUIT OR CABLE BETWEIII TELEPHONE UTILITY 1 0.4 7�,0 IN EXISTING METER BANKEXISTING FIBER DEYARCIUION POINT ANO PROJECT 00ER CEL.ST E TFS.00 CASKET AND FROM TELCO BTS CASKET AS INDW9I ON THIS ORAEMNG PROVUE FULL LENGTH Q �Q t�_�$€FA7J'Lt ATbFJiEEr- INSTALL RBCrIRER KILL ROPE APE AT EACH EC COEDUR PRONDE GREELEE CONOW �0 c�(-/STERE �F #2 SOLID TINNED #2 SOLID TINNED I I �FONAL '\ BCW TO EXISTING BCW TO EXISTING 14 FBER OPTIC CRCUIS SHALL BE N ACCORDANCE WITH NEC ARTICLE GROUNDING GROUNDING EXISTI ASTER F110 CABLES AND PAC ETE M ROUND BAR (MGB) O3 1'�CO OUNICA7WN US CNCUTS SNMl BE N ACCORDANCE WITH NEID EXISTING GROUND MAIN EXISTING GROUNDING CONNECTION AHRCIE EOG_C MM CATIONS SYSTEM". TYPICAL POWER AND GROUNDING ONE LINE DIAGRAMS SOLE: N.T.S. E-1 CHECKED BY: KB EXISTING 20OA-2P MAIN APPROVED BY: DPH OO CIRCUIT BREAKER (MCB) SUBMITTALS EXISTING TOOA-2P MMBTS CIRCUIT BREAKER O2 FIEV. DATE DESCRIPDON EXY 0 04/14/14 ISSUED FDR fIEVIEY! SF SITE NUMBER: SITE NAME: NORTH ANDOVER SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 SM MILE r ONE LINE DIAGRAM SOURCE SBA SITE ALW 011-20-1 _-.;> 90UIICE:35%SITE AM Ow-m-13 s¢i tullBl+ EXISTING PPC BREAKER PANEL E- 1 SCALE: N.T.S. PROTE(;M GROUNDING SYSTEMS GENERA NOTES! >SYMBOL LEGEND 1. GROUNDING SHALL E N ACCORDANCE WITH NBC ARTICLE 250-GROUNDING AND BOHM Sprint E EXOTHERMIC CONNECTION 2 GROUNDING SHALL BE N ACCORDANCE WITH SPRINT'WED DOCUMENTS3.0111.02.OD4 bapD. GROUNDING AND TRANSIENT PROTECTION FOR CELL SPTS•AND 3.010.10.002 • MECHANICAL CONNECTION 'eTTE REMANCE TO EARTH 71ESIIIO'. I R-1:ERNATIONAL 6LVD,SUITE 800 3. PROVIDE GROUND OONECIMNS FOR ALL META=STRUCT RE%ENOLDSURE%RA06WAY3 MAHWAH.W 07495 CABLE GROUNDING KIT AND OTHER CONDUCIRF ITEMS ASSOCIATED WITH THE INSIALygpN OF CARRIElft TEL 18001 J57-7641 EQUIPMENT. C GROUND CONNECTIONSI CLEAN SURFACES THD R1WLY BUM APPLYING GROW LUGS OR CLAMPS.P SUIWACE IS COATED.READVE THE COATIN0.APPLY A NON-CORROSIVE APPROVED UNLESS NOTED OTHERWISE,ALL BONGING COMPOUND TO CLEAN SURFACE AND INSTALL LUGS OR CLAMPS.WHERE QALYANIZNC 6 CONDUCTORS ARE 2� SCUD TINNED BCW. (ETIOIED FROM METAL T SHALL E PAINTED OR TOUCHED RP WITH'"H WON!OR FAUN. IL ALL GROUNDING WOES SHALL PROVIDE A STAIOHT,DOWN IAD PATH TO GROUND WITH ( SBAM] GR4DUAL NTDS AS!REQUIRED.GROUND WINES SHALL NOr BE LOOF4D OR SIALPLY BENL EXISTING MASTER GROUND BAR (MGB) 0. ALL CLAPS MD SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUN71016 MD PVL CONDUITS SHALL E PVC TYPE QION CONDUCTIVE). NOT USE METAL BRACKETS OR SBA COMMUNICATIONS CORP. SUPPORTS WNWWOULD Fait A RING AROUND/NY GROUNDINGCaaNSTGt 33 BOSTON POST ROAD W EST.SURE 320 MARLBOROUGH.MA 01752 TEL(508)251-0720 EXISTING EQUIPMENT GROUND BAR (EGB) --♦ 7• ALL MUD WIRES SHALL E/2 SOLD TINNED BCW UNLESS NOTED OIFERRBE --♦ S. PRDWE DEDIDIVE f2 ABC COPIER GROUND WIRE FROM EACH ANT13M MOUNTING�E -- own ow TO ASSOCIATED CRiE Hudson EXISTING }C2 STRANDED. T EQUIPMENT G. GROUND ANTENNA,BASES,FRAMES,CAINE RAJ=AND OTHER METALLIC COYPDIOAS WITH INSRAN ULATED COPPER (TVP.) ��22 NM;QED TMm SNiAIDED COPPER dIdNOND OaDUCIORS AND OafQr TO NSIM7FD SAM67ACE YOINf1ED GROUND EARS CONEDTION DEBRIS 9FIMl FOLLOW Design Groupu O NSfMl MOLAL GROUND NIT AND i MANUFACTURERS SPE IFIC10Ia1 I FOR OROU DNG. /e INSULATED WITH 2-"OLE LPC ( --♦ 10.EACH EaA1ENr CABINET SMALL E CONNECTED TO THE MASTER ISOLATION GRAND BMR INSTALL.14411*.0 EXISTING (MGI)MTH/2 SOLD TIRED BCW WIIPMQT GAEWtTS WALL EMYE(2)CONEWIONS• 1600 OSGOOD STREET /gyp MDP -- BBU BUILDING20NORTH,SUITE 3090 TE4 1978)557-5553 lN•-� , CABINET FTNIFESLI AID INSrML 1.B'LMGULEI 11•GROUND LHNEREIC SHIELD AT TRP,BOTTOM AND AT TRANSITION TO NI'�LEX JUMPER N.ANDOVER,MA 01845 FAX:1978)336-5586 CTIOUDIND for TRE CONDUIT FOR JUMPERS, GABLES AT EQUIPMENT CABINET ENTRANCE USING MANUFACIUEWS OUDE N M WHEN SUPPORT oaDUr Q 24'D.C.AND HVBAFIEL CUM 010EEDSS 200.GROUND AT NTIONALS NOT EXCEEDING 100. EXISTING FIBER DISTRIBUTION BOX -- ♦ AT VETTTRx TO- ORIZO NTAL ENDe. 12.THE OaTRIYCTOR 91ML 1IERFY THAT THE OOSTNO GROUND PMOL MINE ENOUGH OF Mqs FURNISH AND INSTAL__(2) 1A•LIQUID NSIALL HYNIFTFX SPACE/HOLES FOR ADDITIONAL.TWO HOLE LUGIL no CONDUIT FOR�wucTORs�Asu Po —" ♦ oNL ANo is E1DRErRMIc WELDING s RECOMMENDED FOR cROINDID ooNFarnN WHERE PwclNx yG NAIDINT AT 24•oA:Aro Q I -- ♦ a Y NIwI Nrt OT ERNM THE CON+EC ION aw.L E MADE LONG COPRESSION TYPE-2 HGLES6 LOW AN EL P. J, ♦ TLEeREL LUGS OR DOUBLE CUSP�C•GIMP.THE COPPER CABLES SMALL BE COOED rEmRrAL-ro-LaTsaaNrAL rlEtos TEIROFTr AN Mm-CODwr CR MILS Erls KGPR-sLan)BUM MNva TLE asP M ECOSIINO MUSTS THE CONQACTGR BALL.FOLLOW MMeFrcTURER'S RECOMMENDED TGIQIMS ON THE CI ow 70 FURNISH MD KIIALL Cl)2'POND ASSEMBLY TO SECURE CONNECTIONS.THE CONDUIT FOR FIBER JRM IMM 14.AT ALL TERMINATIONS AT EQUIPMENT`ENCLOSURES.FIA EL,MD FwwEs OF ECUIPMENT MD 0.4 7 0 CONDUCTORS.COOIORs.ANDALMRY, WHERE OPOSED FOR CROINOID CONDUCTOR TERMINATION SPALL E PERFORED URliNG suPPORr CONDUIT Q 24•D.C.ANo Two HOLE eoLTty TONGUE COMPRESSION TYPE LUGS WITH srMMUIWe s TEa T'M p p 01- AT♦ VERnCAL 70-44MGNTIAL mDs �WIL �'p FG/STERE �F ♦ NSTML INTERNAL GRAND IQr AND 1B.TIE MASTER GROUND BAR 010 SHML E MOE OF BMiE 1/4SQ•COPPER OUR OUTDOOR SSS/ONAL -- TOP HAT OR /e INSULATED WITH 2-HOLE LUG APPLMCMW T BALL E TINNED CQP AM LARGE EFDaN TO ACCOMMODATE TIe EXISTING BURIED GROUND RING (BGS) GROWTH CABINET REQUIRED NUMBER OF GROUND THE HARDWARE SECURING THE MME SHALL EIPNSION EXISTING EQUIPMENT ELECTRICAL 11SAATE THE YOB FROM ANY STRUCTURE 10 WITCH T B FASTENED. otm TO ) GROUNDING BAR(EGB) EQUIPMENT, I&ALL tlOLTS WABIENs MD NU15 USED ON GIDNItDIND OOFNECIMOMB SWILL E STAINlLSS SIM 17.ALL GRDUNDNG CONNECTIONS SHALL E COALED WITH A COPPER SHIED MOI-OORtOSINE AGENT SUCH AS T*B KOPR SHIELD,VERIFY PRODUCT WIN SPRINT COI6TRUMCTON YANAGOs ---_—'�—"�----- 10.FOR MEN OR REPAIRED GROUNDING EQUIPMENT.REFER TO SPRINT GROUNDING STANDARDS AND FOIIAWING(SUPPLEMENTS),. -ANTI-THEFT UPDATE TO SPIER GROUNDING DRIED.00-24-12(GR CURRENT EMO -SPRINT QDIIENdO LETTER EL-01104 OIOED:04-20-12(OR CIRROIT VERSION) NOTE: HYBRIFLEX(FIBER & POWER)AND HYBRIFLEX (FIBER-ONLY) SHOWN. REFER TO RAN EQUIPMENT RSDS FOR SITE-SPECIFIC SCENARIO. 2.5 RAN EQUIPMENT GROUNDING SCHEMATIC �1 CHECKED BY: KB SCALE: N.T.S. E-2 APPROVED BY: DPH BUTr 21{AWG STRANDED INSULATED, #4 OR THE CO NDECTTORR INSULATION T10N UP AGAINST SUBMITTALS #6 AWG SOLID CU CONDUCTOR WITH REV. DATE I DESCRIPTION 13Y GREEN.60OV,THWN-2 INSULATION INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO-HOLE CONNECTORS EXTERNAL TOOTHED EXISTING GROUNDING BAR ON WALL 3/8'00 1/2' FLOOR,OR ON ANTENNA TOWER S/S NUT 0 04/14/14 ISM FOR REVILIT SF ® O 0 O ® 0 O S/S LOCK WASHER COLDSHRINK OR SITE NUMBER: OO 0 ® OO 0 0 0 0 0 O OO APPROVED EQUAL BS23XC422 ® S/S FLAT WASHER — — 1'MIN SITE NAME: NORTH ANDOVER- - . APPLY NO-OX SITE ADDRESS: 1/4'MN 300 CHESTNUT STREET TWO HOLE SPACE,TO BE USEDJ NORTH ANDOVER, MA 01845 TO CONNECT TO GROUND BAR S/S FLAT WASHER GROUND BAR 9EUTnLE NOTES 1.APPLY NO-OX TO LANG AND BAR CONTACT SURFACE. DO NOT COAT INUNEGROUNDING DETAILS S/S BOLT(1 OF 2) COLD SHRINK OR L� APPROVED EQUAL AND NOTES 2.IF STOLEN GROUND BARS ARE ENCOUNTERED, CONTACT SPRINT CM FOR REPLACEMENT THREADED ROD KR. TINNED COPPER GROUNDING BAR SHEET mmm INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR 2 TWO HOLE LUG 3 E-2 SCALE N.T.S. E-2 SCALE N.T.S. E-2 L BUILDING PERMIT ,t: .!,f. �_�.'• °o TOWN O� NORTH ANDOVER "o APPLICATION FOR PLAN EXAMINATI N �` Y Permit NO: Date Received Date Issued: --'IMPORTANT:�- J Applicant must complete all items on this page LOCATION �O�i (.f'!Q_-SJ t) AA Pont i �r PROPERTY OWNER r rz �,: V C Print ((J� MAP NO: PARCEL: ONING DISTRICT:I� Historic District yes rno Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family CAddition Two or more family Indusidai Alteration No. of units: mmercia Repair, replacement Assessory Bldg x/ Others: �' " Demolition Other ^ 16-P—Cowi Septic Well Floodplain Wetlands Watershed District Water/Sewer Aa q QQ& P-R!� Ac: l l Z2 -6 re- - e,��-P,�'1 jcistAGI vw�,o nLt /AJ cfor 1r) ' e-4,15 Identification Please Type or Print Clearly) / OWNER: Name: � ,P- & Phone: / "— " 76'7(D Address: CONTRACTOR Name: / `✓ j Phone: 575/6 Address: Vq j, `4� kJl zit 3G' _wl � MA rzlq .?�x Supervisor's Construction License: Exp. Date: G�`�J l-3 7'2 j Home Improvement License: Exp. Date: e ARCH ITEC ENG KNEE Phone: Address: J4 Reg. No. q F SCHEDr1LE BULD�I G PERMIT: 12.00 PER$1000.00 OF E TOTAL ESTIMATEDVOST BASO ON$125.00 PER S.F. Total Project Cost: $ 2!E;:O� C) FEE: $ 4 I �� Check No.: O Receipt No.: ,27 6;!�r NOTE: Persons contracting with unregistered contractors do not have acces o th7rantyfund Signature of Agent/Owner� 0122 1 Signature of contractor d. BALDING PERMITof `'O RTIC qti t ya�t, ..:•.,6e6 U TOWN OF-NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION � o ,. Permit No#: Date Received 'Zsvq°ewrEo�P"`,�9 �SSACHU`��t 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: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Address: Supervisor's Construction License: Exp. Date: I Home Improvement License: Exp. Date: l� 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 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 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 4 Plans Submitted ❑ Plans Waived ❑ Certifi8d Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swinuning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On << 1 Signature— COMMENTS ur� L �3�����6 ��,�cr3 'c-,gv►� CONSERVATION Reviewed on I Signature rOMMENTS �,J 40 HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) zve, elk- ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Pennit Revised 2014 Location 17 No. �� �S Date • - TOWN OF NORTH ANDOVER J • Certificate of Occupancy $ Building/Frame Permit Fee $ � Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# S ' �13uilding Inspector Timothy Baker log Project Manager 49 Brattle Street CONSULTING -MANAGEMENT Arlington,MA 02474 FIELD SERVICES t: 781.791.7724 c: 781.960.5935 f: 781.791.7704 tbaker@structureconsulting.net siORTH Town of t EAndover No. h ver, Mass, zK1Y cocNicMew�c.c 1' ��Oo Pay S U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT .........-.�................. . /..�.n�C�/`�/ ,,,,,,,,,,,, BUILDING INSPECTOR ... 1J NY .......................... has permission to erect .......................... buildings on .......................... Foundation Rough h tobe occupied as ............ .....:. ................................................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ARTS Rough Service .................... . .rt Final B ING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be, Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. FDH Engineering,Inc.,6521 Meridien Drive Raleigh,NC 27616,Ph.919.755.1012 Structural Analysis for SBA Network Services, Inc. 152'Guyed Tower SBA Site Name: North Andover SBA Site ID: MA01085-A Verizon Site Name: North Andover-4,MA FDH Project Number 1425A71400(R1) Analysis Results Tower Components 133.9% Insufficient Foundation 96.3% Sufficient Prepared By: Reviewed By: Joshua Yacoby, EIT J. Darrin Holt, PhD, PE Project Engineer Principal MA PE License No.47696 FDH Engineering,Inc. t"OF w 6521 Meridien Drive Raleigh, NC 27616 (919)755-1012 info@fdh-inc.com �FOIITENEO 7/�/i'� MAL April April 3,2014 Prepared pursuant to ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Document No.ENG-RPT-503S Revision Date:07/05/11 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MAO 1085-A April 3,2014 TABLE OF CONTENTS EXECUTIVESUMMARY............................................................................................................................................................3 Conclusions............................................................................................................................................................................3 Recommendations.................................................................................................................................................................3 APPURTENANCELISTING.......................................................................................................................................................4 RESULTS...................................................................................................................................................................................6 GENERALCOMMENTS............................................................................................................................................................9 LIMITATIONS.............................................................................................................................................................................9 APPENDIX...............................................................................................................................................................................10 Document No.ENG-RPT-503S Revision Date:06117111 2 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA01085-A April 3 2014 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed a structural analysis of the existing guyed tower located in North Andover, MA to determine whether the tower is structurally adequate to support both the existing and proposed loads pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, the member sizes, geotechnical data,and foundation dimensions was obtained from: ❑ Sterling Engineering(Project No.061-697)Structural Analysis Report dated February 17,2005 ❑ Sterling Engineering(Project No.061-575)tower reinforcement drawings dated May 25,2004 ❑ URS Greiner(Job No. 0535525.03)Existing Tower Elevation and Layout dated October 7, 1998 ❑ FDH Engineering, Inc. (Project No. 04-0333E) Dispersive Wave Propagation Testing of an Existing Tower Foundation dated April 14,2004 ❑ Geotechnologies, Inc. (Project No. 1-04-0498-EA) Report of Subsurface Investigation dated April 23,2004 ❑ FDH, Inc.(Project No. 10-04106T T3)Anchor Mapping Report dated November 24,2010 ❑ FDH Engineering, Inc. (Project No. 11-05129E S2) Modification Drawings for a 152' Guyed Tower dated January 23,2012 ❑ FDH Engineering, Inc. (Project No. 11-05129E S2)Post Construction Inspection Report dated April 10,2012 ❑ FDH, Inc.(Job No. 12-01044TC1)TIA Inspection Report dated April 12,2012 ❑ SBA Network Services, Inc. The basic design wind speed per the ANSIITIA-222-G standard is 110 mph without ice and 40 mph with 1" radial ice. Ice is considered to increase in thickness with height. Furthermore,this structure was analyzed as a Class II structure,with a topographical factor of 1,and Spectral Response Accelerations of Ss=0.324 and S, =0.074. The structure is located in a transition zone between Exposure Categories B and C and,as such,the value of Kz has been corrected using the method as defined in ASCE 7-05 Section C6.5.6.6. Note: Per Section 2.7.3 of the ANSIITIA-222-G standard, the seismic/earthquake loading effects can be ignored if spectral response acceleration at short periods(Ss) is less than or equal to 1.00. The tower's location mandates a design Ss of less than 1.00,thus seismic loading was not considered as part of the analysis of this structure. Conclusions With the existing and proposed antennas from Verizon in place at 110 ft, the tower does not meet the requirements of the ANSIITIA-222-G standard. However, provided the foundations were modified per Sterling Engineering's modification drawings (see Sterling Project No. 061-575) and FDH Engineering, Inc. modification drawings (see FDH Project No. 11- 05129E S2), and utilizing the existing soil parameters (see GI Project No. 1-04-0498-EA), the foundations should have the necessary capacity to support the existing and proposed loading. For a more detailed description of the analysis of the tower,see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate(i.e., the steel data, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the ANSIITIA-222-G standard are met with the existing and proposed loading in place, we have the following recommendations: 1. Feed lines should be installed as shown in Figure 1. 2. RRU/RRH Stipulation: The equipment may be installed in any arrangement as determined by the client. 3. Reinforcement of the tower diagonals is required to support the existing and proposed loading. See the Results section of this report for locations. We would anticipate the construction cost for a turnkey design/build modification project of this nature to range in price from approximately $15,000 to $25,000 (which should include the engineering design fees, inspection fees, and construction fees). Document No.ENG-RPT-503S Revision Date:06/17/11 3 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA01085-A April 3,2014 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from the layout, FDH Engineering, Inc. should be contacted to perform a revised analysis. Table 1 -Appurtenance Loading Existing Loading: Antenna •- • Elevation Mount Mount Type Elevation 159.5 1 7.75'x1.7"o Omni — — Direct 159.2 1 Scala OGB9-900K Omni 1 1-114" Arch1 Pie Mount 158.2 1 7'-10"x0.93"o Omni (1 1/2" _ 152 (1)Pipe Mount — — — — (1)Pipe Mount 144 (3)Andrew VHLP2.5 Dishes (4)112" 1 Andrew VHLP1 Dish 3 7/8" Clearwire 142 140 (3)Argus LLPC310R p 2 (3)Standoffs 3 Samsun 2.5 GHz RRHs ( ) "Flex (6)76"x 14"x 7"Panels (12)24"x 14"x 7"RRUs (12)12"x 6"x 2"Combiners (4)Hybrid 131 130 (3)24"x 14"x 7"Filters Cables Sprint (3)1107-Frames (2)26"MW Dishes (2)112" (2)ODUs 130 1 GPS Antenna 124 1 11'x1.25"e Omni (1)1/2' WBZ (6)Kathrein 800-10121 (3)Kathrein 800-10766 (12)1-518" (3)CSS DUO1417-868-00 (1)3/8" New 119 (3)12.5'T-Frames 120 (12)Powerwave LGP21401 TMAs (2)DC Cables (6)Ericsson RRUS11 RRUs (1)Fiber Cable Lingular (1)Raycap DC6-48-60-18-8F Surge Arrestor (1)3"Conduit 1 PCTEL TMG-HR-26N GPS 100 (12)Swedcom SE 9012 (12)1-5/8" Verizon 100 (3)1127-Frames Assumed CAAA=19.83 ft2 ea. 97 (1)13.5'Plafform wl Handrails 55.5 1 Channel Master 1.2M-1 Dish 1 114" Arch 54.5 1 2'Standoff Proposed Loading: Antenna Coax and Mount Elevation Description Lines Carrier Elevation Mount Type (6)Commscope LNX-6515DS (6)Commscope HBX-6516DS (12)1-5/8" (3)T-Frames 110 (3)Alcatel Lucent RRH2x40-AWS RRHs (2)1-5/8" Verizon 110 (3)Alcatel Lucent 9442 RRHs Hybrid (Assumed CAh=19.83 ft'ea.) 2 RFS DB-B1-6C-12AB-0Z Junction Boxes Document No.ENG-RPT-503S Revision Date:06117/11 4 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MAO 1085-A April 3,2014 (3)7/8"EXISTING FEED LINES rA-LEG(32°) (4)1/2"EXISTING FEED LINES ` (2)2"EXISTING FLEX CABLES (12)1-5/8"FUTURE FEED LINES FOR CLEARWIRE TO 142' ®� (2)1-5/8"PROPOSED HYBRID CABLES FOR VERIZON TO 110' CLIMBING LADDER W/ SAFETY CABLE O 0 0 0 (12)1-5/8"EXISTING FEED LINES (4)EXISTING HYBRID CABLES (1)3/8"EXISTING FEED LINE (2)1/2"EXISTING FEED LINES (1)EXISTING FIBER CABLE FOR SPRINT TO 130' O �(2)EXISTING DC POWER CABLES \\\ o WITHIN(1)3"EXISTING CONDUIT 00 0000 FOR NEW CINGULAR TO 119' 90 000 O EXISTING -PROPOSED ®-FUTURE Figure 1—Assumed Feed Line Layout Document No.ENG-RPT-503S Revision Date:06/17/11 5 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MAO 1085-A April 3,2014 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2-Material Strength Memberpe Yield Strength Legs 50 ksi Bracing 36 ksi Table 3 displays the summary of the ratio(as a percentage)of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable. Table 4 displays the maximum foundation reactions. Table 5 displays the maximum antenna rotations at service wind speeds(dishes only). If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided, deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information Table 3-Summary of Working Percentage of Structural Components ComponentSection Elevation No, ft p T1 152-146 L P2.5x.276 GR 21.7 Pass Diagonal L2112x21/2x7116 6.2 Pass Horizontal L3112x4x7116 1.0 Pass Top Girt L3112x4x7116 3.9 Pass Bottom Girt L3112x4x7116 0.9 Pass Guy A@151.5(61.185 314 38.9 Pass d Guy B@151.5(61.185 314 39.2 Pass d Guy C@151.5(61.185 3/4 38.9 Pass d Torque Arm To 151.5 L3x3x114 10.9 Pass Torque Arm L3x3xl/4 45.2 Pass Bottom 151.5 T2 146-136 Leg P2x0.30 GR 67.7 Pass Diagonal L1314x13/4x3116 108.9 Fail 133.9 b Horizontal P2x.218 2.8 Pass Top Girt P2x.218 9.7 Pass Bottom Girt P2x.218 4.6 Pass T3 136-126 Leg P2x0.30 GR 91.4 Pass Diagonal Ll 3/413/43/116 76'6 Pass 90.8 b Horizontal P2018 4.1 Pass Top Girt P2x.218 4.4 Pass Bottom Girt P2x.218 1.3 Pass T4 126-116 Leg P2x0.30 GR 94.8 Pass Document No.ENG-RPT-503S Revision Date:06117/11 6 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA01085-A April 3,2014 Section •n Compone No. ft �- Capacity Fail Diagonal Ll 3/4113/43/16 46.2 Pass 54.6 b Horizontal P2x.218 4.2 Pass Top Girt P2x.218 1.0 Pass Bottom Girt P2x.218 3.0 Pass T5 116-106 Leg P2x0.30 GR 91.0 Pass Diagonal Ll 3/413/43/16 99.3 Fail 122.4 b Horizontal P2x.218 3.1 Pass Top Girt P2x.218 3.1 Pass Bottom Girt P2x.218 8.8 Pass T6 106-96 Leg P2x0.30 GR 64.2 Pass Diagonal Ll 3/413/43/16 104.7 Fail 124.3 b Horizontal P2x.218 2.2 Pass Top Girt P2x.218 9.4 Pass Bottom Girt P2x.218 17.6 Pass Guy A@96.1667 314 51.3 Pass 61.718 d Guy B@96.1667 314 52.2 Pass 61.718 d Guy C@96.1667 314 50.9 Pass 61.718 d Torque Arm L3x3xl/4 24.9 Pass To 96.1667 Torque Arm L3x3xl/4 58.7 Pass Bottom 96.1667 T7 96-90 Leg P2.5x.276 GR 56.1 Pass Diagonal L2 112x2 112x7116 14.5 Pass Horizontal L3112x4x7/16 11.0 Pass Top Girt L3112x4x7/16 5.5 Pass Bottom Girt L31/2x4x7/16 5.8 Pass T8 90-80 Leg P2x0.30 GR 69.1 Pass Diagonal Ll 3/413/43/16 41.5 Pass 41.7 b Horizontal P2x.218 2.3 Pass Top Girt P2x.218 3.9 Pass Bottom Girt P2x.218 1.6 Pass T9 80-70 Leg P2x0.30 GR 70.1 Pass Diagonal Ll 3/413/43/16 30.1 Pass Horizontal P2x.218 2.3 Pass Top Girt P2x.218 1.9 Pass Bottom Girt P2x.218 1.1 Pass T10 70-60 Leg P2x0.30 GR 72.0 Pass Diagonal Ll 3/413/43/16 25.3 Pass Horizontal P2x.218 2.4 Pass Top Girt P2x.218 1.1 Pass Bottom Girt P2x.218 1.3 Pass T11 60-50 Leg P2x0.30 GR 74.5 Pass Diagonal Ll 3/413/43/16 36.8 Pass Horizontal P2x.218 2.4 Pass Top Girt P2x.218 2.0 Pass Bottom Girt P2x.218 1.8 Pass T12 50-40 Leg P2x0.30 GR 83.5 Pass Diagonal Ll 3/413143/16 44.0 Pass Horizontal P2x.218 2.7 Pass Document No.ENG-RPT-503S Revision Date:06117/11 7 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA01085-A April 3,2014 Section •n Component Size %Capacity Pass No • •• - • Type Fail Top Girt P2x.218 2.7 Pass Bottom Girt P2x.218 7.7 Pass Guy A@40.1667 112 31.8 Pass Guy B@40.1667 1/2 32.0 Pass Guy C@40.1667 1/2 31.6 Pass T13 40-30 Leg P2x0.30 GR 80.5 Pass Diagonal Ll 3/4113/43/16 29.2 Pass Horizontal P2x.218 2.8 Pass Top Girt P2x.218 3.3 Pass Bottom Girt P2x.218 1.6 Pass T14 30-20 Leg P2x0.30 GR 82.0 Pass Diagonal Ll 3/413/43/16 21.2 Pass Horizontal P2x.218 2.8 Pass Top Girt P2x.218 1.3 Pass Bottom Girt P2x.218 1.1 Pass T15 20-10 Leg P2x0.30 GR 84.0 Pass Diagonal Ll 3/413/43/116 17.6 Pass Horizontal P2x.218 2.9 Pass Top Girt P2x.218 1.1 Pass Bottom Girt P2x.218 1.2 Pass T16 10-0 Leg P2x0.30 GR 86.3 Pass Diagonal Ll 3/413/43/16 23.8 Pass Horizontal P2x.218 3.0 Pass Top Girt P2x.218 1.2 Pass Bottom Girt P2x.218 6.6 Pass Table 4-Maximum Base Reactions Current Analysis* Modification Design- (ANSIITIA-222-G) Reaction . .ntal Vertical Moment HorizontalMoment Tower Base 2 k 116 k 46 k-ft 40 k 274 k 111 k-ft Inner Anchor"" 26 k 24 k - - - - Outer Anchor 19 k 19 k -- 28 k 28 k - *Current analysis reactions are within an allowable factor of 1.35 when the original design reactions are based on an allowable stress design per ANSYTIA-222-G. '*Modification design reactions capacities determined by Sterling Engineering and Design Group,Ltd.(Report No.061-697)Structural Analysis Report dated February 17, 2005. -Inner Anchor determined adequate per independent analysis. Table 5-Maximum Antenna Rotations at Service Wind Speed(Dishes Only) ElevationAntenna Centerline •-• Twist(deg)* (3)Andrew VHLP2.5 Dishes 144 0.1065 0.0158 (1)Andrew VHLP1 Dish (2)26"MW Dishes 130 0.0483 0.0184 (1)Channel Master 1.2M-1 Dish 55.5 0.0485 0.0210 *Allowable tilt and twist values to be reviewed by the carrier. Document No.ENG-RPT-503S Revision Date:06/17/11 8 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MAO 1085-A April 3,2014 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc.to verify that the tower modeled and analyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering, Inc. Document No.ENG-RPT-503S Revision Date:06/17/11 9 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA01085-A April 3,2014 APPENDIX Document No.ENG-RPT-503S Revision Date:06/17/11 10 R•145.00 IN R-145.00 ft RAE, .00 ft 152.0 ft N Q m U U U N � Fy N 146_0 ftft 2� i� R--85.00 ft R-85.00 ft 136_0 ft �o R•145.00 ft R=145.00 ft 1268 ftn I PLAN rc � F p CZ N N N a a a o ' N 116_0 ft I SYMBOL LIST I MARK SIZE MARK SIZE A P2.5x.276(GR) C I L3 V2x47/16 106.0 B L2112x21/2x7/16 MATERIAL STRENGTH GRADE FY Fu I GRADE I FY Fu A572-50 50 ksi 65 ksi JAW 136 ksi 158 k8i 96.0 ft TOWER DESIGN NOTES a m u u L) e Fy 1. Tower is cated in Essex County,Massachusetts. N 90.08 �� 2. Tower desi ed for Exposure C to the TIA-222-G Standard. 3. Tower design for a 110 mph basic wind in accordance with the TIA-222-G Standard. 9� 4. Tower is also signed for a 40 mph basic wind with 1.00 in ice.Ice is considered to -P increase in thick ss with height. ? 5. Deflections are ba ed upon a 60 mph wind. 80.0 ft 'o, 6. Tower Structure Cla II. 7. Topographic Catego 1 with Crest Height of 0.00 ft a Q 8. Grouted pipe fc is 8 ksi 9. TOWER RATING:133.9 70.0 ft 60.0 ft ALL REACTIONS AREFACTORED MAX.CORNER REACTIONS AT BASE.- 50.0 ft DOWN: 75 K SHEAR: 5K p { N N N <. X e a a a UPLIFT OK a A 40.0 ft SHEAR: OK J AXIAL y 217K 30.0 ft � SHEAR MOMENT OK 7 kip-ft TORQUE 0 kip-ft 20.o ft 40 mph WIND-1.0000 in ICE AXIAL 1111I66KK 10.o ft SHMOMENT 2K 46 kip-ft 4K 19K TORQUE 1 kip-ft 1 } 0.0 ft REACTIONS-110 mph WIND c 9K -mak 17KN m c � � R=145.00 ft v >, 2 o y R=85.00 ft � m x° $ .iP o_ m ALL REACTIONS ARE FACTORED LL u 3 FDHEngineering,Inc. °b North Andover,MA01085 A 6521 Meridien Drive P101ed'1425A71400(R1 Raleigh, NC 27616 Client SBA Network Services °yawn ny Joshua Yacoby Appd. Tower Analysis Phone:9197551012 Code: TIA-222-G Date:04/03/14 Soale: NTS FAX:9197551031 Path: Dwg No.E-1 5900 Broken Sound Parkway NW Boca Raton, FL 33487-2797 SBA T+ 561.995.7670 F + 561.995.7626 LMI sbasite.com LETTER OF AUTHORIZATION SBA Site ID: MAo1o85-A,North Andover Property Located at: 300 Chestnut Street,North Andover,MA,o1845-5308 THE CITY/COUNTY OF:North Andover/Essex APPLICATION FOR ZONING/USE/BUILDING PERMIT This letter authorizes Verizon Wireless and its authorized agents to file for all necessary zoning,planning and building permits(local,state and federal)for the purposes of installing,operating and maintaining a telecommunications facility on the existing tower on our property referenced above on behalf of SBA Properties,LLC. All approval conditions that may be granted to Verizon Wireless in connection with above referenced facility relating to this specific application are the sole responsibility of Verizon Wireless. SBA Properties,LLC Jason Silberstein Executive VP,Site Leasing Date: 7/25/2014 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-,sor License: CS-078543 CHARLES F WEBfiERLY ,'; l 3 NORTH ST READING MA 01867 Expiration Commissioner 07/20/2015 a The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.m Workers'Compensation Insurance Affidavit:Bruild rs/Contractors APR licant Information /Electriclans/Plumbers Name(Business/ Please Print L ibl a'Ilar�stion/Individual); Address: � �V Ci /State/Zi (� Are You an employer?Check a appropriate box: -7 O I l am a employer with y G 4. 0 1 am a general contractor and I Type of project(required): 2. employees(full and/or pare • have hired the sub-coniracto� 6. ❑New construction ❑ am a sole proprietor or partner_ listed on the attached sheet. 7. ship and have no employees These sub-contractors have ❑Remodeling working for me in any capacity. employees and have workers' g' ❑Demolition [No workers'comp• insurance coin . ' i Building p insurance. 9. ❑ g addition required.] 5• ❑ We are a corporation and its 10. 3•❑ 1 am a homeowner doing all work officers have exercised their 10.0 Electrical repairs or additions myself.[No workers'comp. right of exemption per MGL 11.0 Plumbing repairs or additions 3a. insurance required)t c. 152,§1(4),and we have no 12•0 Roof repairs ❑ I am a homeowner acting as a general contractor(refer to#4) employees.[No workers- (refer Other_ �.p r CYY� climb box#1 must COmP-in4utance r �Y appliant that abw fill out the section below ��� Homeowners who submit this affidavit indicating tbeY ars doing all ww�i� nd thew wotirets'wmpeosatiod f oliey information. tContractors that check this box must attached as additional she"showing and hirs outside contractoa must submit a new emPloYees if the sub-0ontractoss have employees. 8 the name of the sub.conpacro�and su to w affidavit indicating such. mP oyees.they must Provide their worker'c hror not tboss satiriea have I apps an em Providing P °O'r poUcY mtmber. Peyer that is rovidin workers comp enation ins."ance for my employees. Below it the policy andjob information Insurance Company Name: 7 site Lis Policy#or Self-ins. Lic.#: 7 (,U Iz- Expiration Date: Job Site Address: v _ Attach a copy of the workers'coin Failure to secure covepensation policy declaration page(showing the policy number and expiration date). Q 7 rage as required under Section 25A of MGL c. 152 can lead to the imposition fine up to S 1,500.00 and/or one-year imprisonment;as well as civil position of criminal of up to$250.00 a da a Penalties in the form of a STOP WORK ORDER and a fine Investigations Penalties of a Y against the violator. Be advised that a copy of this statement may be forwarded to the of the DIA for insurance coverage erification. Office of I do hereby eer*under the. Pais card mal erfvey that the i»jormatlonMOO i P?Vvded above is&Be and correct O(fteial use only. Do not write in this area,m be completed c by !ty or town official City or Town: Issuing Author! Permit/License# I•Board of Hca 6(1.Building Department 3.City/Tow�n Clerk 4 6.Other . Electrical Inspector S. Plumbing Inspector Contact person: Phone#; YPX DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE R022 6/6/2014 THIS CERTIFICATEIS 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(ies)must be endorsed. If SUBROGATIONIS 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 CONTACT NAME: PAYCHEX INSURANCE AGENCY INC (A/CNo,Ed): FAX (888) 443-6112 210705 P: F: (888) 443-6112 E-MAIL ADDRESS: PO BOX 33015 INSURER(S)AFFORDING COVERAGE NAIC# SAN ANTONIO TX 78265 INSURER A: Twin City Fire Ins Co INSURED INSURER B INSURER C: STRUCTURE CONSULTING GROUP, IN INSURER D: 49 BRATTLE ST INSURER E: ARLINGTON MA 02474 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 TYPE OF INSURANCE ADDL SUBR POLICYNUMBER PDYEFF POLICYEXP LIMITS COMMERCIAL GENERAL LIABIL17Y EACH OCCURRENCE $ CLAIMS-MADE❑OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO El PRODUCTS-COMP/OP AGG JECT $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOSAUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETEMION S $ WORKERS COMPENSATION X PER OTH- ANDEMPLOYERS'LIABILITY STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $1, 000, 000 OFFICERIMEMBER EXCLUDED? A (Mandatory In NH) ❑ N/A 76 WEG GB2651 01/03/2014 01/03/2015 E.L.DISEASE-EA EMPLOYEE $1, '000 000 If yes,describe under E.L.DISEASE-POLICY LIMIT $1 DESCRIPTION OF OPERATIONS below r r 0 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Those usual to the Insured's Operations. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of North Andover, MA AUTHORIZED REPRESENTATIVE ` 1600 OSGOOD ST NORTH ANDOVER, MA 01845 ������� ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD A� CERTIFICATE OF LIABILITY INSURANCE D R)D/YYYY) 7//23/23/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 CONTACT Brad Sano Tarpey Insurance Group PHONE (617)527-6070 FNo,.1617)527-1980 343 Washington Street E-MAIL s:brad®taspeyinsurance.com INSURER(S)AFFORDING COVERAGE NAIL N Newton MA 02458 INSURERANorfolk & Dedham 23965 INSURED INSURER B: Structure Consulting Group, Inc. INSURERC: 49 Brattle Street INSURER D: INSURER E Arlin ton MA 02474 INSURER F: COVERAGES CERTIFICATENUMBER:2013-2014 w/o WC 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. ILTa TYPE OF INSURANCE NSA POLICY NUMBER MILDOY Yril EFF POLIChYM Y EXP LIMITS GENERAL LABILITY EACH OCCURRENCE 3 11000,000 X COMMERCIAL GENERAL LIABILITY PREMISESe n S 50.000 A CLAIMS4AADE OCCUR R0105555 0/5/2013 0/5/2014 MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITYI den/ INGLE LIMIT a a 1,000,000 AANY AUTO BODILY INJURY(Per Person) $ 20 000 ALL OWNED X SCHEDULED 1022321A /6/2014 /6/2015 AUTOS AUTOS BODILY INJURY(Per ecadenl) S 40 0 10 Ix HIRED AUTOS X NDN-OWNED PROPERTY DAMA E HIRED AUTOS Per accident S X UMBRELLALIAB X Medical Payments $ 5 000 OCCUR EACH OCCURRENCE 3 51000,000 A EXCESS UAB CLAIMS-MADE AGGREGATE 3 51 000,000 DED I X I RETENTIONS 10,00 0908417A 0/5/Z013 0/5/2014 3 WORKERS COMPENSATION WC STAILI OTH- AND EMPLOYERS'LABILITY Y/N ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E L DISEASE-EA EMPLOYEE S 11 yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,K more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE M Tarpey, VP, CIC, LI ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 n, Tho Ar nPn name anri Inn^a►o ronictoroli morlrc of Ar npn OFFICE OF BUILDING INSPECTOR S10 ;10 TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: n/a PROJECT TITLE: North Andover 4 MA PROJECT LOCATION: 300 Chestnut St, North Andover, MA 01845 NAME OF BUILDING: n/a NATURE OF PROJECT: verizon wireless telecommunication facility installation on an existing tower. Install new antennas on tower and associated radio equipment on ground. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, Derek J. Creaser REGISTRATION NO. 49195 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL • STRUCTURAL • MECHANICAL • FIRE PROTECTION • ELECTRICAL • OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with6the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. .gyp OF %%pnnnr VrR,,SUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT r3` qct MA1R( ,jHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPEC DEREK G;�'► P?'•`� oH CIVIL v •�:•�Q �9?bl C�3J1iIPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPO 0 THE o No.49195 ,A(�s1 ORY COMPLETION AND READINESS OF THE PROJEC 0 OC % = G GNATURE BED A D SWOR TO BEFORE ME THISDAY OF �u� 20� T-4RY••V °��� ,,,1.,,,11„1 2 2-OZ ARY PUBLIC MY COMMISSION EXPIRES i Gerald Brown Inspector of Buildings Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Collocation of Verizon Wireless Communications Facility at Existing Tower and Equipment Compound 0 Chestnut Street,North Andover, MA(Map 98C Lot 2) Dear Mr. Brown: I am filing plans, a structural analysis, and an application for a building permit, including the filing fee, in connection with the intended collocation by Verizon Wireless at the existing wireless communications facility at 0 Chestnut Street. Verizon Wireless plans to install 12 antennas and 6 remote radio heads at the 110 foot level of the existing 153 foot tall guyed tower, which is owned by SBA Properties, Inc. and already contains equipment operated by other wireless carriers. Verizon Wireless also plans to install a 12' x 26' equipment shelter at the base of the tower within the existing fenced enclosure a cable tray connecting the shelter to the tower, and the necessary fiber and electrical connections to the shelter and from the shelter to the antennas and radio equipment on the tower. My understanding is that the Town of North Andover does not require zoning relief for the installation of wireless antennas and equipment at a site that has already been approved for use as a wireless communications facility. I also bring to your attention Section 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012 (the "Tax Act"), which provides that a local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Verizon Wireless's proposed collocation at the existing SBA guyed tower qualifies as an"eligible facilities"request pursuant to the Federal Communications Commission's guidance memorandum dated January 25, 2013 (copy attached) because it will not result in a"substantial increase" in the size of the tower or base station, and accordingly should not require only an administrative approval in the form of a building permit. Thank you very much for your attention to this building permit application. Please let me know whether you require any further information to complete your review of this application. Sincerely, 12953315-v1 PUBLIC NOTICE Federal Communications Commission News Media Information 2021418-0500 44512t"St.,S.W. Internet:http:ihvww.fcc.gov Washington,D.C.20554 M:1-888435.5322 WIRELESS TELECOMMUNICATIONS BUREAU OFFERS GUIDANCE ON INTERPRETATION OF SECTION 6409(a)OF THE MIDDLE CLASS TAX RELIEF AND JOB CREATION ACT OF 2012 DA 12-2047 January 25,2013 On February 22,2012,the Middle Class Tax Relief and Job Creation Act of 2012(Tax Act)'became law. Section 6409(a)of the Tax Act provides that a state or local government"may not deny,and shall approve"any request for collocation,removal,or replacement of transmission equipment on an existing wireless tower or base station,provided this action does not substantially change the physical dimensions of the tower or base station? The full text of Section 6409(a)is reproduced in the Appendix to this Public Notice. To date,the Commission has not received any formal petition to interpret or apply the provisions of Section 6409(a). We also are unaware of any judicial precedent interpreting or applying its terms. The Wireless Telecommunications Bureau has,however,received informal inquiries from service providers, facilities owners,and state and local governments seeking guidance as to how Section 6409(a)should be applied. In order to assist interested parties,this Public Notice summarizes the Bureau's understanding of Section 6409(a)in response to several of the most frequently asked questions. What does it mean to"substantially change the physical dimensions"of a tower or base station? Section 6409(a)does not define what constitutes a"substantial[]change"in the dimensions of a tower or base station. In a similar context,under the Nationwide Collocation Agreement with the Advisory Council on Historic Preservation and the National Conference of State Historic Preservation Officers,the Commission has applied a four-prong test to determine whether a collocation will effect a"substantial increase in the size of[a]tower.i4 A proposed collocation that does not involve a substantial increase in ' Middle Class Tax Relief and Job Creation Act of 2012,Pub.L.112-96,H.R.3630,126 Stat.156(enacted Feb.22, 2012)(Tax Act). a Id.,§6409(a). 3 Although we offer this interpretive guidance to assist parties in understanding their obligations under Section 6409(c),see,e.g.,Truckers United for Safety v.Federal Highway Administration,139 F.3d 934(D.C.Cir. 1998),the Commission remains free to exercise its discretion to interpret Section 6409(a)either by exercising its rulemaking authority or through adjudication. With two exceptions not relevant here,the Tax Act expressly grants the Commission authority to"implement and enforce"this and other provisions of Title VI of that Act"as if this title is a part of the Communications Act of 1934(47 U.S.C.151 et seq.)." Tax Act§6003. 4 47 C.F.R.Part 1,App.B,Nationwide Programmatic Agreement for the Collocation of Wireless Antennas,§I.0 (Nationwide Collocation Agreement). t size is ordinarily excluded from the Commission's required historic preservation review under Section 106 of the National Historic Preservation Act(NHPA).5 The Commission later adopted the same definition in the 2009 Declaratory Ruling to determine whether an application will be treated as a collocation when applying Section 332(c)(7)of the Communications Act of 1934.6 The Commission has also applied a similar definition to determine whether a modification of an existing registered tower requires public notice for purposes of environmental review.' Under Section I.0 of the Nationwide Collocation Agreement,a"substantial increase in the size of the tower"occurs if: 1)[t]he mounting of the proposed antenna on the tower would increase the existing height of the tower by more than 10%,or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet,whichever is greater,except that the mounting of the proposed antenna may exceed the size limits set forth in this paragraph if necessary to avoid interference with existing antennas;or 2) [t]he mounting of the proposed antenna would involve the installation of more than the standard number of new equipment cabinets for the technology involved,not to exceed four, or more than one new equipment shelter;or 3) [t]he mounting of the proposed antenna would involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet,or more than the width of the tower structure at the level of the appurtenance, whichever is greater, except that the mounting of the proposed antenna may exceed the size limits set forth in this paragraph if necessary to shelter the antenna from inclement weather or to connect the antenna to the tower via cable;or 4) [t]he mounting of the proposed antenna would involve excavation outside the current tower site,defined as the current boundaries of the leased or owned property surrounding the tower and any access or utility easements currently related to the site. Although Congress did not adopt the Commission's terminology of"substantial increase in size"in Section 6409(a),we believe that the policy reasons for excluding from Section 6409(a)collocations that substantially change the physical dimensions of a structure are closely analogous to those that animated the Commission in the Nationwide Collocation Agreement and subsequent proceedings. In light of the Commission's prior findings,the Bureau believes it is appropriate to look to the existing definition of "substantial increase in size"to determine whether the collocation,removal,or replacement of equipment 5 See 16 U.S.C.§470f,see also 47 C.F.R.§ 1.1307(a)(4) (requiring applicants to determine whether proposed facilities may affect properties that are listed,or are eligible for listing,in the National Register of Historic Places). 6 See Petition for Declaratory Ruling to Clarify Provisions of Section 332(c)(7)(13)to Ensure Timely Siting Review and to Preempt Under Section 253 State and Local Ordinances that Classify All Wireless Siting Proposals as Requiring a Variance,WT Docket No.08-165,Declaratory Ruling,24 FCC Red. 13994, 14012,para.46&n.146 (2009)(2009 Declaratory Ruling),recon.denied,25 FCC Rcd. 11157(2010),pet.for review denied sub nom.City of Arlington, Texas v.FCC,668 F.3d 229(5`h Cir.),cert.granted, 113 S.Ct.524(2012);47 U.S.C. §332(c)(7). ' See 47 C.F.R. § 17.4(c)(1)(B);National Environmental Policy Act Compliance for Proposed Tower Registrations, WT Docket No.08-61,Order on Remand,26 FCC Rcd. 16700, 16720-2 1,para.53(2011). 2 v on a wireless tower or base station substantially changes the physical dimensions of the underlying structure within the meaning of Section 6409(a). What is a"wireless tower or base station"? A"tower"is defined in the Nationwide Collocation Agreement as"any structure built for the sole or primary purpose of supporting FCC-licensed antennas and their associated facilities."s The Commission has described a"base station"as consisting of`radio transceivers,antennas,coaxial cable,a regular and backup power supply,and other associated electronics.s9 Section 6409(a)applies to the collocation, removal,or replacement of equipment on a wireless tower or base station. In this context,we believe it is reasonable to interpret a"base station"to include a structure that currently supports or houses an antenna, transceiver,or other associated equipment that constitutes part of a base station.10 Moreover,given the absence of any limiting statutory language,we believe a"base station"encompasses such equipment in any technological configuration,including distributed antenna systems and small cells. Section 6409(a)by its terms applies to any"wireless"tower or base station. By contrast,the scope of Section 332(c)(7)extends only to facilities used for"personal wireless services"as defined in that section."� Given Congress's decision not to use the pre-existing definition from another statutory provision relating to wireless siting,we believe the scope of a"wireless"tower or base station under Section 6409(a)is not intended to be limited to facilities that support"personal wireless services"under Section 332(c)(7). May a state or local government require an application for an action covered under Section 6409(a)? Section 6409(a)states that a state or local government"may not deny,and shall approve,any eligible facilities request...." It does not say that a state or local government may not require an application to be filed. The provision that a state or local government must approve and may not deny a request to take a covered action,in the Bureau's view,implies that the relevant government entity may require the filing of an application for administrative approval. 8 See Nationwide Collocation Agreement,§ I.B. 9 See Implementation of Section 6002(b)of the Omnibus Budget Reconciliation Act of 1993,WT Docket No. 10- 133,Annual Report and Analysis of Competitive Market Conditions With Respect to Mobile Wireless,Including Commercial Mobile Services,Fifteenth Report,26 FCC Rcd.9664,9481,para.308(2011). 10 See also 47 C.F.R.Part 1,App.C,Nationwide Programmatic Agreement Regarding the Section 106 National Historic Preservation Act Review Process,§II.A.14(defining"tower"to include"the on-site fencing,equipment, switches,wiring,cabling,power sources,shelters,or cabinets associated with that Tower but not installed as part of an Antenna as defined herein"). "47 U.S.C.§332(c)(7)(A). "Personal wireless services"is in tum defined to mean"commercial mobile services, unlicensed wireless services,and common carrier wireless exchange access services." Id. §332(c)(7)(C)(1). 3 J Is there a time limit within which an application must be approved? Section 6409(a)does not specify any period of time for approving an application. However,the statute clearly contemplates an administrative process that invariably ends in approval of a covered application. We believe the time period for processing these applications should be commensurate with the nature of the review. In the 2009 Declaratory Ruling,the Commission found that 90 days is a presumptively reasonable period of time to process collocation applications.' In light of the requirement of Section 6409(a)that the reviewing authority"may not deny,and shall approve"a covered request,we believe that 90 days should be the maximum presumptively reasonable period of time for reviewing such applications,whether for "personal wireless services"or other wireless facilities. Wireless Telecommunications Bureau contact: Maria Kirby at(202)418-1476 or by email: Maria.Kirby@fcc.gov. -FCC- For more news and information about the Federal Communications Commission please visit:www.fcc.eov �Z See 2009 Declaratory Ruling,24 FCC Rcd.at 14012-13,paras.4647. 4 APPENDIX SEC.6409.WIRELESS FACILITIES DEPLOYMENT. (a)FACILITY MODIFICATIONS. (1)IN GENERAL.Notwithstanding section 704 of the Telecommunications Act of 1996(Public Law 104-104)or any other provision of law,a State or local government may not deny,and shall approve,any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2)ELIGIBLE FACILITIES REQUEST.For purposes of this subsection,the term"eligible facilities request"means any request for modification of an existing wireless tower or base station that involves— (A)collocation of new transmission equipment; (B)removal of transmission equipment;or (C)replacement of transmission equipment. (3)APPLICABILITY OF ENVIRONMENTAL LAWS.Nothing in paragraph(1)shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act or the National Environmental Policy Act of 1969. i c e 5 ,w i Z jw 0 vorl Z o � wireless IL 172.. LL p c � 0. NORTH ANDOVER 4 MA No 300 CHESTNUT STREET 81 NORTH ANDOVER, MA 01845 CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX o € SHT. DESCRIPTION NO. PROJECT ENGINEER SffE NAME: NORTH ANDOVER 4 MA HUDSON DESIGN GROUP LLC T-1 TITLE SHEET 1600 OSGOOD STREET SRE ADDRESS: 300 CHESTNUT STREET BUILDING 20 NORTH, SUITE 3090 NORTH ANOVER, MA 01845 C-1 PLOT PLAN N. ANDOVER, MA 01845 A-1 COMPOUND PLAN & ELEVATION TEL: (978jj 557-5553 APPLICANT: A-2 ANTENNA PLAN & DETAILS FAX: (978) 336-5586 VERIZON WIRELESS 400 FRIBERG PARKWAY A-3 SHELTER FOUNDATION DETAILS W AQP ENGINEER WESTBOROUGH, MA 01581 E-1 ELECTRICAL/GROUNDING PLAN & NOTES ( HUDSON DESIGN GROUP LLC E-2 ELECTRICAL DETAILS W 1600 OSGOOD STREET ZONING DISTRICT: R3 - RESIDENCE 3 DISTRICT ® BUILDING 20 NORTH, SUITE 3090 H N. ANDOVER, MA 01845 F g TEL: 978 557-5553 PARCEL V. 098.0-0002 FAX: 978 336-5586 8 8 TOWER OWNER: SBA PROPERTIES, INC. d lISFF 8S 5900 BROKEN SOUND PARKWAY NW = = MAP ' BOCA RATON, FL 33487 \ 0 0 UTTTUDE: N42' 40' 08.08" VICINITY MAP © SCALE,N.TB W71' 06' 31.37" DIRECTIONS FROM WESTBOROUGH, HEAD NORTHEAST ON GROVE ST. TOWARD UNDERWOOD CT. •i - TURN RIGHT ONTO MILK ST, TURN LEFT ONTO W MAIN ST. AT THE TRAFFIC CIRCLE, CONTINUE STRAIGHT ONTO MA-30 E/E MAIN ST. SLIGHT LEFT TOWARD MA-9E CONTINUE ONTO F MA-9E MERGE ONTO 1-495 VIA RAMP TO LOWELL TAKE EXIT 42A TO MERGE ONTO MA-114 E/SALEM _ TURNPIKE/WINTHROP AVE. TOWARD MIDDLETON TURN LEFT ONTO MA-13 CONTINUE ONTO ANDOVER ST. TURN RIGHT ONTO CHESTNUT ST. DESTINATION WILL BE ON THE LEFT. •� ��f, % .� � REf1SSfERm NORTH ANDOVER 4 MA 300 CHESTNUT STREET ANDOVER, MA 01 DIG SAFE ORM 3 WORKING DAYS t l S5 -5R BEFORE YOU DIG rkZ _a Tml CALL TOLL FREE 888-DIG-SAFE UNDERGROUND SERVICE ALERT Z y o - PARCEL ID: d W 098.A-0061 S P 0 7 / / \ VJ 83� �S \ Z \ PARCEL ID: �,�• PARCEL ID: PARCEL ID: 098.A-0030 \ T IL O 098.A-0093 _ PARCEL ID: - - - 098.0-0069 / P / F !!! 098.A-0092ARCEL ID: i w< PARCEL ID: I 1 / /1 1 1 o CL L 098.0-0109 I I i APPROXIMATE LOCATION50 OF EXISTING PROPERTY o LINE j 1` c) - - � 7° oZ� PARCEL ID: \ 1 PARCEL ID: ➢ / =o OLDS \ 098.0-0001 1 1\ 1 098.A-0091 / OLDS $Ja / i PARCEL ID: 098.0-0038 PARCEL ID: 098.0-0002 1 1\ --1 SBA PROPERTIES, INC. \ Pj - - I 5900 BROKEN SOUND �1 1 PARCEL ID: PARKWAY NW. \ 098.A-0090 G ^ BODE RATION, FL 33487 \� 1 PARCEL ID: 5.23 ACRES o 098.0-0054 t 11 \1 \ 267' 1C C7 � PARCEL ID: 1 PARCEL ID: 098.A-0089 = 1 1\ 1 I 098.0-0068 - cnLEGEND t� PROPERTY UNE - SUBJECT PARCEL �1 ---130" N 1 11 1 PROPERTY UNE -ABUTTERS a 1 \ 1 PARCEL ID: / 1 _ 098.A-0088 EXISTING DRIVE/ROAD Q $ $ PARCEL ID: � TOWN LINE � C 098.0-0067 EXISTINGJ\� 1 1 I d g $ ACCESS I DRIVE 8 8 APPROXIMATE LOCATION /1 EXISTING COMPOUND i SOURCE U) �,OF '1 2 / VPARCEL ID: 1, INFORMATION TAKEN FROM PARCEL MAPS FROM THE CITY PARCEL ID d i OF NORTH ANDOVER ONLINE SITE DATED:JUNE 17, 2014rn Art —+ o9a.c-ooss: �N �o o �� +I1 11 098.A-0087 )m SPECIFIC NOTES 8 S d I 1. SITE SURVEY HAS NOT BEEN CONDUCTED BY n 206} i 1 1 HUDSON DESIGN GROUP LLC FOR THIS PROJECT.ALL y / SETBACKS SHOWN ON THIS PLAN IS BASED ON ABOVE / REFERENCED DRAWINGS. - I T / 2.VERIFY AZIMUTHS W/RF ENGINEER. PARCEL ID: 1 380 t _ 1 3.REFER TO STRUCTURAL ANALYSIS BY OTHERS. 098.0-0110 �_ / -' 1 / PARCEL ID: / 4. EQUIPMENT SHELTER DESIGN PROVIDED BY OTHERS. D, 1 PARCEL ID: 098.A-0086 A-0142 - PARCEL ID: \ 098. ZONING INFORMATION ' 098.0-0003 1458' JURISDICTION:CITY OF NORTH ANDOVER,MA ZONING DISTRICT TYPE: R3 - RESIDENCE 3 DISTRICT NORTH ANDOVER 4 MA Z \ I = DESCRIPTION REQUIRED PROPOSED * 300 CHESTNUT STREET P z MA 01845 GRAPHIC SCAT F MINIMUM LOT AREA: N/A - �� ~z PLOT PLAN 1 0 30 60 120 180 FEET MINIMUM LOT FRONTAGE 50' N/A n SCALE: I=60-0 C-1 PROPERTY SETBACKS: FRONT YARD SETBACK: 30' 159'2 SIDE YARD SETBACK: 20' 53'* k 272'* REAR YARD SETBACK: 30' 206'2 cmi MAXIMUM BUILDING HEIGHT: N/A N/A (ALL MEASUREMENTS ARE IN FEET 2 UNLESS OTHERWISE NOTED) (SETBACKS TO PROPOSED SHELTER UNLESS OTHERWISE NOTED) Z y OATOP OF EXISTING TOWER O ELEV. = 153'-C" (AGI) ELEV. = 225'-C" (AMSL) EXISTING EQJIPMENT EXISTING ACCESS ❑ ON CONCRE'E PAD GATE (TYP.) U (BY OTHERS) 'a 3�J rc O 3? EXISTING EXISTING GUYED � //� EQUIPMENT TOWER / V/ g 3 SHELTER / EXISTING ICE BRIDGE vn (BY OT!-,ERS) \ / (-.p) \ Z f PROPOSED e EXISTING ANTENNAS ICE BRIDGE A-q O o By OTHERS (TYP.) v EXISTING CSC m 8 /r PROPOSED ANTENNAS t CABINET % (4 PER SECTOR, TOTAL OF 12) A-s O * PROPOSED a m GPS UNDERGROUND LL UTILITIES OF PROPOSED ANTENNAS �� I Qs �'�� PROPOSED e EXISTING METER _ ELEV. s 182'-0- (AMSL) --a GENERATOR A-2 BANK e (BY OTHERS) _ PROPOSED (3) RRH'S PER 2 3 4 g 40* ( , EXISTING PPC AND c a ~LL SECTOR, TOTAL OF 9 MOUNTED ease TELCO CABINET A 2 A-Z A-2 A-2 O p ON TOWER LEG I EXISTING 7N` w (1) JUNCTION BOX 2 a TRANSFORMER y a wia MOUNTED ON TOWER A-4 A-� 5' LEG I =o oR> g0S gra EXISTINGn EXISTING GUY WIRES EQUIPMENT 0 PR8POOS �EDO. I EXISTING CHAIN LINK 11 SHELTER EQUIPMENT SHELTER I FENCE (TYP.) (TYP.) (BY OTHERS) EXISTING GUYED TOWER D EXISTING EQUIPMENT L'rl ON EQUIPMENT o FRAME UNDER ICE 3 I SHIELD (TYP.) g � I I o :AN - - - a H _ 50'-5"t _ J I Lu o o t IA-t c e77- a � 8 c=, -W GRAPHIC SCALE C3 COMPOUND PLAN 2 a e 1e Z+FEET g SCALE:3/16'-1'-0' PROPOSED GPS ANTENNA A-2 V K., PROPOSED 11'-8'x28'-0' PROPOSED ANTENNA INFORMATION EQUIPMENT SHELTER B ^o ^o EXISTING ICE BRIDGE SECTOR STATUS AZIMUTH CABLE LENGTH (TYP.) EXISTING ICE SHIELD 1 PROPOSED 3O 155' (TYP.) 2 PROPOSED 110' 155' �' EXISTING EQUIPMENT 3 PROPOSED 230' 155' EXISTWG ON EQUIPMENT _ . EQUIPMENT FRAME UNDER ICE SHELTER (BY SHIELD (TYP.) CABLE LENGTH - EXACT LENGTH PLUS 25' OTHERS) EXISTING CHAIN LINK f- - FENCE (TYP.) APPROXIMATE LAT: 42' 40' 08.08"N '7 TOWER COORDINATES: LONG: 71' 08' 31.37"W NORTH O' NORTH ANDOVER 4 MA 300 CHESTNUT STREET 1�Qff NORTH ANDOVER. MA 01845 ELEV. = 0'-0" (AGL) AN ANALYSIS OF THE CAPACITY OF THE EXISTING ELEV. = 72'-0" (AMS_) STRUCTURE TO SUPPORT THE PROPOSED LOADING HAS 30' NOT BEEN COMPLETED BY HUDSON DESIGN GROUP, LLC. DRAWINGS ARE SUBJECT TO CHANGE PENDING OUTCOME SECTOR C SECTOR A SOUTH ELEVATION 0 ` GRAPHIC SCALE 24 FEET OF A STRUCTURAL ANALYSIS BY OTHERS. SCALE: 1/18'-1'-0" A-1 NlZlE: Aml 110' 1. VERIFY AZIMUTHS W/ RF ENGINEER. SECTOR B 2. EQUIPMENT SHELTER DESIGN PROVIDED BY OTHERS. ANTENNA ORIENTATION 30e ROPOSED RRH MOUNTED a MOUNT AZIMUTH TO PROPOSED UNISTRUT BRAC;;E 7\ Z y SECTOR A TOTALof 9 SEcroR,a �Is� REMOTE RADIO HEAD 0) �.,, - O PROPOSED ANTENNA ON MOUS ' PROPOSED PIPE MOUNT BRACKET REMOTE RADIO HEAD Q 9442 3 (4 PER SECTOR. TOTAL PROPOSED HEAVY—DUTY OF 12) V—FRAME (SITE PRO 1 a a _ 700 REMOTE RADIO HEAD i VFA12-RRU OR �— RRH2X40-AWS _ - - APPROVED EQUAL) -- MANUFACTURER: ALCATEL-LUCENT o' AWS REMOTE RADIO HEAD o EXISTING �--' p -- - POWER SUPPLY: -48V g LATTICE MANUFACTURER: ALCATEL-LUCENT TOWER DIMENSIONS: 10.0"Dx17.0"Wx20.0"H Z POWER SUPPLY: -48VDC O WEIGHT: 51 LBS a PROPOSED RRH MOUNT DIMENSIONS: 6.7"Dx10.63Wx24.4"H i A �2 (ANDREW �� PARTI PM-Rll3T) _ WEIGHT: 44 LBS NOTES: a� . - NOTES: 1. INSTALL RRH PER MANUFACTURERS 8 EXISTING RECOMMENDATIONS. O a - LATTICE 1. INSTALL RRH PER MANUFACTURERS TOWER RECOMMENDATIONS. , 2. FIBER, DC POWER & GROUND LL LIL CONNECTIONS NOT SHOWN. 2. FIBER, OC POWER & GROUND .t! BO CONNECTIONS TONCTIS CONNECTIONS NOT SHOWN. �p ;: N� _T_ PROPOSED UNIS71M � 2 PER SEs) AWS REMOTE RADIO HEAD 3 700 REMOTE RADIO HEAD 4 ix T.S. A-Z © -I �I RRH PLAN 2 SCALE N.T.S. A-2 SCALE:N. c o 2 SCALE:3/8"=V-0" Q A-2 O C R RRHO 1 n GRAPHIC SCALE (ANDREW � azo 0 V-4"2'-B" 5'-4' 8'-D' 230* EXISTING TOWER IN— LEG S AZIMUTH IIV PROPOSED SD, MAIN JUNCTION BOX SECURE TO MOUNTING =o g0> NO SURGE) PIPE PIPE W/ 3/8"0 GALVANIZED gag SECTOR C AZIMUTH 2'' PSE z so' ( 0-1/+' U-BOLTS (TYP. OF 2) §m SECTOR B LONG MOUNTED W/ 1/2.0 U—BOLTS PIPE �') i M SUPPLIED PIPE 8 14"58. A53 a MOUNTING BRACKET GRAPHIC SCALE 0 1'-0" 2'-0• 4'-0" 6"-0. ql a ANTENNA PLAN J SCALE: 1/2'=1'-0' A-2 k PROPOSED VERIZON JUNCTION BOX ON m m 15-3/4-:t 4 4 4 REMOTE TOWER LEG Q RADIO HEAD SECURE MOUNTING BRACKET TO PIPE (TYP. OF 2) MOUNTING BRACKETS W/ 3/8"0 GALV. SUPPLIED PIPE SECURE TO MOUNTING PIPE W/ 3/8"0 N GRADE 5 BOLTS MOUNTING BRACKET GALVANIZED U-BOLTS (TYP. OF 2) J PROPOSED VERIZON RRH Q PIPE MOUNTED ON TOWER LEG FRONT PIPE SIDE 0 (TYP. 3 PER SECTOR. TOTAL OF 9) CIO �3 RRH MOUNTING DETAIL r8 JUNCTION BOX s a PIPE MOUNTING o o CONTRACTOR TO SPEC fes" SCALE:N.T.S. A_4 SCALE:N.T.S. (L-2 BRACKET HANGERS PER CABLE (TYP. OF 2) TYPE AND SIZE Z atmI W SUPPLIED rm FRONT SIDE MOUNTING TOP Q BRACKET SITE PRO1 ICE BRIDGE AN ANALYSIS OF TME CAPACITY OF THE + + + EXISTING STRUCTURE TO SUPPORT THE REMOTE RADIO HEAD 51624D-21673 (OR PROPOSED WADING HAS NOT BEEN E SCALE:N.T.S. A-2 APPROVED EQUAL) c MID COMPLETED BY HUDSON DESIGN GROUP, LLC. DRAWINGS ARE SUBJECT TO CHANGE PENDING OUTCOME OF A STRUCTURAL ✓ GPS ANTENNA 13Y OTHERS. I H SITE PRO 1 BOLT IN ANALYSIS BASE SHOE (P// BSA300) * f,'9°°1 I'°''°°I WITH (3) 5/8"0 WEDGE 26 W vex 1"0 x 14" LONG MOUNTING PIPE ANCHORS CADWELD #2 SOLID TINNED FOR 1. VERIFY AZIMUTHS W/ RF EN 1 MOUNTING PIPE 2. EQUIPMENT SHELTER PROPOSED (2) PIPE—TO—PIPE CLAMP BY OTHERS, MOUNTS ANDREW PART #AB—S50 (OR 12"0 3000 PSI APPROVED EQUAL) CONCRETE PILE — #6 AWG GROUNDING KIT CABLE CUT POST AS REQUIRED (TYP.) NOTE: NORTH 0" NORTH ANDOVER 4 AIA GPS TO BE MOUNTED WITH 300 CHESTNUT STREET SOUTHWESTERN EXPOSURE. + Iasl.o�s] RTH ANDOVER, MA 01845 (MIN. OF 10' AWAY FROM EXISTING GPS 2672 ANTENNA) 1/2"0 COAX CABLE TO MAIN UNIT 230' SECTOR A (MINIMUM BENDING RADIUS PER SECTOR C MANUFACTURER'S STANDARD) (xozus] EXISTING ICE BRIDGE POST/FENCE/TOWER COAX ICE BRIDGE r7O ®®® LEG SCALE: N.T.S. A-2 0 110' A-2 GPS ANTENNA MOUNTING DETAIL _RAYCAP JUNCTION BOX ,o SECTOR 8 SCALE:N.T.S. A-2 SCALE:N.T.S. A-2 ANTENNA ORIENTATION Z y O F. # 26'-O" * 26'-0" o FOUNDATION NOTES de CONCRETE SPECIFICATIONS & 1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS 1'-9" 1 -9" g 3 SHOWN ON THE PLANS. EXISTING LEDGE AND ALL OTHER EXISTING UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE. THE 1 Z SUBGRADE SHALL BE ROLLED WITH A 1-TON, VIBRATORY, WALK-BEHIND ROLLER O AT A SPEED OF LESS THAN 2 FPS, 6 PASSES MINIMUM, TO PROVIDE UNYIELDING SURFACE. A-3 2. UNDERCUT SOFT OR "WEAVING" AREAS A MINIMUM OF 12 INCHES DEEP. 118 '-6"x26'-O" a BACKFILL UNDERCUT AREA WITH FILL MEETING THE SPECIFICATIONS OF SHELTER STRUCTURAL FILL. O a 3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c)=4000 * NOTE psi. CONCRETE TO BE AIR ENTRAINED, DESIRED AIR CONTENT TO BE 6% (PLUS OR MINUS 2�) EQUIPMENT SHELTER SHALL BE PLACED ON CONCRETE PAD PER SHELTER� 4. REINFORCING BAR TO BE ASTM A615 GRADE 60. MANUFACTURER'S RECOMMENDATION l�J' ^ 5. WELDED WIRE FABRIC TO CONFORM TO THE REQUIREMENTS OF ASTM A185. _P WIRES FOR FABRIC TO CONFORM TO THE REQUIREMENTS OF ASTM A82. o 0 12" CONC. SLAB W/ o o w 6. COORDINATE WITH MANUFACTURER OF PREFABRICATED SHELTER FOR LOCATION A33 I I 1•_g• #4 BARS ®10" O.C./E.W. OF ATTACHMENTS TO BASE SLAB. 1._9. v v v v a 7. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS. O c 8. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO LATEST INSTALL CONCRETE STOOPS EDITION OF ACI 318 AND APPLICABLE STATE BUILDING CODE. V.I.F. AS NEEDED 'a+ (VERIFY EXACT LOCATIONy $o •OC TO VERIFY EXACT SHELTER SIZE ORDERED AND MAKE SLAB EXACT SIZE AS SHELTER. IN FIELD, LINE UP 5 4 =p ORo WITH DOORS) A-3 A-a oso m SHELTER PLAN , FOUNDATION PLAN 2 W SCUP: I/4=I-o' A_3 SCALE:1/4•=r-0' HELTER z a 0 0 0 EDGE OF HELTER i� EI 21 SHELTER/EQUIPMENT 4'-0" 4'-0" 12" CONC. SLAB EXISTING 3'-0" #4 BARS 010" O.C./E.W. #4 BARS ®10" O.C./E.W. J #4 BARS 010" O.C./E/W. GRADE 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 1 T.O. SLAB / N (TYp) TOP OF iv TOP OF uT `* C o STONE STONE Z C) DETAIL "A"--- II( I1=11 II III-III C3 AMW----/ 2� III 2� � I .� .......�� 1 .... ... . .. Z 8 8 III 12" MIN. COMPACTED 1 1= TILT = _ _ ��= DOW CORNING 1-1/2" 1 I�III- -� - - - - ��-' - DOW CORNING f.� nS g FROST-FREE GRAVEL FILL =11 I�I� �I I�I� I I ISI 1=1 I1=III=1 I�1= STYROFOAM H60 =III ISI 1=1II�I -III SI I�II�1=1I1=1 I-III II- 1-1/2" W 13 8 =1II�II�II=III111=11EE III=1I I1=1I E3I�IIIZEIII�I�III EXTRUDED TYPE IV 11=111=111 II I III=III-II�II1-1iI�I�III=III�T�II1-IIII STYROFOAM H60 111= lel- -1111 :1111 =1I� POLYSTYRENE INSULATION --I�XEr1r--1 I I->n III -I I I�in=1 11m=I I I I�111_=I I I I-III-�1 -I I I I-I I I I�TI1 EXTRUDED TYPE IV POLYSTYRENE SECTION INSULATION NOTE: 1 SCALE:N.T.S. 11 � 1E = = J W_ A COORDINATE STOOP HEIGHT WITH BOTTOM OF SHELTER DOOR. N C SHELTER SECTION @ GENERATOR DOOR SECTION @ EQUIPMENT DOOR SCALE: 3/4"=1'-0" A-3 SCALE: 3/4"=1'-0" 1"x10"x10" ANCHOR PIAT - TYP. AT 4 PLACES (OPTIONAL) 1_g• SHELTER 12" CONC. SLAB 9xl2xl2 9x12x12 PLATE I PLATE 3/4" HILTI EPDXY ANCHOR 6" EMBEDDED 3/4" HILTI EPDXY ANCHOR it pe 6" EMBEDDED \ —III SLAB NORrH ANDOVER 4 MA d d _ e 300 ANDOVER, AIA 01B a -III-1 5/8" DIA "J" ANCHORS - TYP. OF (OPTIONAL) Am3 DETAIL"A" TIE-DOWN PLATE"B-B" SCALE:N.T.S. SCALE:N.T.S. ELECTRICAL NOTES GROUNDING NOTES Z y 1. UTILITY SERVICES SHOWN ARE PROPOSED.THE ELECTRIC CONTRACTOR 1. ALL GROUND WIRE SHALL BE BARE COPPER/2 AWG O SHALL COORDINATE EXACT TELEPHONE AND ELECTRIC SERVICE UNLESS OTHERWISE NOTED. CONNECTION POINTS, PULL BOXES, ROUTING AND ASSOCIATED REQUIREMENTS WITH LOCAL UTILITY COMPANIES. 2. ALL GROUND WARES SHALL PROVIDE A STRAIGHT. DOWNWARD PATH TO GROUND WITH GRADUAL BENDS 2. VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE AS REQUIRED.GROUND WIRES SHALL NOT BE LOOPED PERFORMED. REPORT ADVERSE CONDITIONS IN WRITING TO LICENSEE. OR SHARPLY BENT. 3 �{ COMMENCEMENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS INCLUDING PREPARATORY WORK 3. ELECTRICAL CONTRACTOR SWILL COORDINATE a a DONE BY OTHERS. INSTALLATION OF GROUND RODS AND GROUND RING = Y w ANTENNA GROUND BAR MOUNTED WITH FOUNDATION AND UNDERGROUND CONDUIT. 3. ALL EXISTING UNDERGROUND LINES ON SITE SHALL BE LOCATED a C7 0 AT EACH SECTOR (TYP. OF 3) PRIOR TO CONSTRUCTION. 4. EACH EQUIPMENT CABINET SHALL BE a O (SEE NOTE 17) CONNECTED TO THE MASTER ISOLATION GROUND BAR ` w 4. GIVE NOTICES, FILE PLANS,OBTAIN PERMITS AND LICENSES, PAY FEES (MIGB) WITH #2 AWG INSULATED STRANDED COPPER ■ &� j AND BACK CHARGES,AND OBTAIN NECESSARY APPROVALS FROM WIRE. EQUIPMENT CABINETS SHALL EACH HAVE (2) g w m AUTHORITIES THAT HAVE JURISDICTION. c � 3 EXISTING -- CONNECTIONS. EXISTING TOWER / EQUIPMENT GROUND RING 5. PERFORM WORK AS REQUIRED BY BOCA AND PER LOCAL LAWS. 5. PROVIDE DEDICATED #2 AWG COPPER GROUND WIRE (BY OTHERS) (V.1.F.) EXISTING 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING FROM EACH ANTENNA CIGBE(TYPICAL FOR FOUR TING PPE TO PPES OCIATED ECTOR). \ ICE BRIDGE WITH LOCAL UTILITY COMPANIES AND FIELD CONSTRUCTION MANAGER. O (TMP') 7. ALL EXTERIOR WALL PENETRATIONS SHALL BE SILICONE SEALED. 6. ANTENNA GROUND KITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. EXISTING \ B. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA,ANSI, IEEE,ADA& CBM 7• COORDINATE NEW LICENSEE GROUND SYSTEM WITH EXISTING EXISTING CSC APPROVED FOR INTENDED SERVICE.INSTALLATION SHALL SFE GROUND SYSTEM. PROPOSED GUYED I \ \ CABINET MEET REQUIREMENTS OF NATIONAL AND STATE ELECTRICAL CODE. TOWER B. EACH SECTION Of CABLE TRAY, ICE BRIDGE AND ICE SHIELD O a GENERATOR \ 9. ALL ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT SHALL BE CONNECTED IN A FASHION TO PROVIDE A BY OTHERS) ' PROPOSED LESS THEN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY CONTINUOUS GROUND. U. FUTURE) ` UNDERGROUND MAY BE SUBJECTED,AND A MINIMUM OF 10,000 A.I.C.. 9. AT ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS \ \ ROPOSED UTILITIES 10. ALL NEW WIRING SHALL BE TYPE THWN RATED 75'C.,600 VOLT.WET OR AND FRAMES OF EQUIPMENT,AND WHERE EXPOSED FOR N TIE INTERIOR DRY LOCATIONS. MINIMUM BRANCH CIRCUIT WIRING SHALL BE 1712 AWG GROUNDING,CONDUCTOR TERMINATION SHALL BE PERFORMED GPS SOLID COPPER. UTILIZING TWO HOLE BOLTED TONGUE COMPRESSION TYPE WITH EXTERIOR GROUND ANTENNA EXISTING METER STAINLESS STEEL SELF-TAPPING SCREWS. -m 11. ALL METALLIC CONDORS SHALL BE PROVIDED WITH BONDING BUSHINGS. BARS INTO GROUND RAIN O BANK 10. ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE 12. All BROCHURES, OPERATING MANUALS,CATALOGS,SHOP DRAWINGS, GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL w< GROUND BAR LOCATED ETC. SHALL BE TURNED OVER TO THE LICENSEE PROJECT MANAGER A7 JOB BE PVC TYPE (NON CONDUCTIVE). DO NOT USE METAL AT BASE OF TOWERCOMPLETION. BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE o PROVIDE INSULATORS I K 13. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL 'AS RING AROUND ANY GROUNDING CONDUCTOR. O d m 7 (SEE NOTE i17) o I I EXISTING BUILT'DRAWINGS AT THE COMPLETION OF THE JOB. 11. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH A H O I-` lu I TRANSFORMER COPPER SHIELD ANTI-CORROSWE AGENT SUCH AS TOJ C9 bio 14. GUARANTEE WORK IN WRITING FOR ONE YEAR FROM DATE OF FINAL KOPR SHIELD. VERIFY PRODUCT WITH LICENSEE PROJECT �C ACCEPTANCE. REPAIR OR REPLACE DEFECTIVE MATERIALS OR MANAGER. 7 01 F lIT- -IIJ INSTALLATION AT NO COST TO OWNER. CORRECT DAMAGE CAUSED IN 41 0Z MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEE 12. ALL BOLTS,WASHERS,AND NUTS USED ON GROUNDING = oRR Wc�1 EXISTING I PROPOSED I I AT NO COST TO OWNER. CONNECTIONS SHALL BE STAINLESS STEEL 00 EQUIPMENT Q 15. CONTRACTOR SHALL CONTACT"DIG SAFE'(1-888-DIG-SAFE)PRIOR 13. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS ��a SHELTER I 11�-B�X2B�-O� I TO COMMENCEMENT OF WORK. AND BOND TO THE EQUIPMENT GROUND BUS IN THEmi (BY OTHERS) EQUIPMENT PANELBOARD. SHELTER I 14. GROUND ANTENNA BASES. FRAMES. CABLE RACKS AND 8 OTHER METALLIC COMPONENTS WITH 02 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR a. GROUNDING. 15. GROUND COAXIAL SHIELD AT BOTH ENDS USING PROPOSED MANUFACTURER'S GUIDELINES. GROUND ROD 16. REINFORCEMENT IN EQUIPMENT SLAB TO BE WELDED AND N Y ANTENNA GROUNDING MOUNTING, REINFORCEMENT TO BE BONDED TO GROUNDING RING. W (TYP.I) JSECTOR A F(TYP. FOR SECTOR B & C) REFERNTOTE # (TYPICAL) 17. ALL GROUND BARS SHALL BE GALVANIZED WITH ANTI-THEFT HARDWARE. ANTENNA CABLES (TYP.) Z &i I #2 AWG IN PVC SLEEVE 3 GROUNDING LEGEND z THROUGH WALL PROPOSED e RX/TX RX/TX RX/TX RX/TX J GROUNDWELLE-z ANTENNA GROUND BAR EXOTHERMIC TYPE CONNECTION (lYP. OF 4 PLACES) MOUNTED NEAR CIL VERIZON HALO GROUND PROPOSED ANTENNAS • COMPRESSION TYPE CONNECTION � RING (TYP. OF 4 PLACES) ___ N2 SOLD TINNED COPPER WIRE Z ANTENNA COAX CABLE ONLESS OTHERWISE NOTED in GROUND KIT. SEE NOTE #6 ® Z SK 10'-O'COPPER CLAD l5 GROUND ROD CIGBE SECTOR A ® GROUND WELL g L5 SITE POWER,TELCO&GROUNDING PLAN 1 CIGBE SECTOR B a S S SCALE:Nr.s E_7 #2 AWG CIGBE SECTOR C V NOTES BCW (TYP.) • + • TO CIGBE TO CIGBE V o n 1. ALL UTILITY RUNS SHALL BE COORDINATED WITH ANTENNA CABLES (TYP.) GROUND BAR AT SECTOR C AT SECTOR B W VERIZON CONSTRUCTION MANAGER AND RESPECTIVE qN N TNG J UTILITY COMPANIES AND COMPLY WITH THE LATEST SECTORTFAN(JA_P RPOR DSECTOR B & C) ASTER GROUND BAR LOCATED W g s S EDITION OF THE NEC ALONG WITH ANY LOCAL l�� AT THE TOP OF THE TOWER a REQUIREMENTS. RX/TX RX/TX RX/TX RX/TX #4/0 AWG GREEN 3 #3/0 THHN(1) & #4 INSULATED WIRE TO BE RUN DOWN THE TOWER 7HHN COPPER (ELECTRICAL) ANTENNA COAX PROPOSED SHELTER GROUNDRING SHELTER (1) 4" PVC SCH 40, EXISITN CSC CABINET CABLE GROUND KIT. LB'S W/ PULLSTRING (TELCO) PROPOSED LOWER COAX GROUND SHELTER (TYP.) 1" CONDUIT TO PROVIDE EXISTING METER BANK CIGBE GROUND BAR LOCATED AT THE FOUNDATION REBAR BACK UP POWER TO BASE OF HE TOWER (MIN. OF 2 PLACES) TELCO DEMARK GP CABLE (�• PER ALL PROPOSED METER 5 4 0 0 200 AMP MAIN WITHIN TINNED BARE EXISTING TOWER ICE BRIDGE AN GONG. PADS) I "� Q I LOFT OF THE TAP COPPER WIRE GROUND RING Fl=lCOAX CABLE I I \ -I� o° (V.I.F.) PROPOSE GROUND KIT Y COAX PROPOSED I 3N0oo �y-t� I I\ SHELTER (SEE PLAN MIDOVER.MA Ot _ - - - - _ - _ _ J J / $TMPPP�RT POSTS GROUND JUMPER I ON SHEET E-1 I - - - ) ( BETWEEN CABLE - - - - -- - - - - - - - TRAY SECTIONS -- _J PIG BCW POWER&TELEPHONE GROUNDING COPPER WARE TINNED ` -j RISER DIAGRAM _ _ _ _ ---- SCALE:N.T.S. E21 \ RIEml SER DIAGRAM 3 (2)#2 AWG BARE PROPOSEDMGB ON HSHELTERDE OF E-1 TINNED COPPER SCALE:N.T.S. (SEE NOTE #17) WIRE (MIN. OF 2) Z y • FROM ANTENNAAT O RX TX RX REQUIRED ONLY /r♦ � FLEXIBLE LIQUID-TIGHT TX/RX WHEN 1-1/4"0 AND LARGER V CONDUITEXCEPT AT (TYPICAL) 3 METER BASE, USE RGS) D LARGE UNIVERSAL g AWG WI M ANTENNA CABLE FINISHED GRADE WEATHERPROOFING ROUND KIT Li =B O KIT (TYPICAL) ` w STANDARD CABLEWARE GROUND BAR c / 8 3 GROUND KIT I)(TMP) ON WALL OR NOTE tJ �#z) Z \� TOTCABLE ENNA CTRAY (TYP.) ( 1 E! RIGID STEEL O O O O O O O O 0 O e7 CONDUIT �` 0000000 0000 O pO O O PVC CONDUIT COAX GROUND KIT � a SIZE AS SHOWN FROM ANTENNA ON LAYOUTS FRAME SUPPORT CIGBE GROUND BAR NEWTON LL OR EQUAL, SIMILAR TO RIGID STEEL TO MMOUNTED EAR/BELOy( PVC ADAPTER ANTENNA SEE NOTE p�2) ��pp���� 0 HOLE LUG, TO BE COATRACTOR TO FIELD VERIFY EXACT LOCATION OF CONDUIT STUB-UP. #2 AWG BCW #2 AWG BCW, BONDED USED WITH # 4/0 OR #2 AWG BCW f0 GROUND WIRE ALONG TO BLDG OR G OUND RING ® _a CONDUIT STUB-UP 1 NOTES: CABLE TRAY TO CIGBE/MIGB NOTES: AS SHOWN. SCALE:N.T.S. E-2 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND 1. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG 1a CL WIRE DOWN TO CIGBE. CONNECTIONS. Q m R U)2 „ 2. ALL GROUND BARS SHALL BE GALVANIZED WITH ANTI-THEFT HARDWARE. 2. ALL GROUND BARS SHALL BE GALVANIZED WITH ANTI-THEFT HARDWARE. STANDARD DETAIL CONNECTION GROUNDING-STANDARD DETAIL �" §4 OF GROUND WIRES TO INSTALLATION OF GROUND �:z, �S oo� GROUNDING BAR(CIGBE) �4� WIRE TO GROUND BAR OAM AREA PAVED AREA GROUNDING OF SCALE:N.T.S. E_2 SCALE:N.T.S. E-2 T1W-1, EELLBIITTTppUUU��rMINOUS PAVEMENT rFINISH IGRADE 51HIGH YVOLTAGE ARNING TAPE s 83 1 1 SAW-CUT TO}STRAIGH4 2 a 1 1 EDGE T ORt PAVINGT EVEN o _ 8" GRAVEL BASE 7/162 3/ ° ° ° 0 o o _Z ••„•1.2 6 ° ° ° 0 o ° 0 ° 0 ° 08"MI ` COMPACTED BACKFILL 3 �o ° �° T 12" COMPACTED ° PROCESSED GRAVEL, 1" 4" MIN. ON ALL SIDES J NOTE: LEGEND DETAIL AS SHOWN IS FOR SCHEDULE 40 CONDUITS FOR NEW SECONDARY ELECTRIC SERVICE. 1. GALVINIZED STEEL GROUND BAR, J•X 4"X 20", OR OTHER LENGTH AS REQUIRED, W ELECTRICAL AND TELEPHONE SERVICES PRIMARY HIGH VOLTAGE SERVICE HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION G SEE UTILITY AND SITE PLANS. PROVIDE REQUIRES 4" CONCRETE 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL APPROVED PULL BOXES AS REQUIRED, ENCASEMENT. 3. 5/8" LOCKWIASHERS OF EQUAL Q AND COORDINATE INSTALLATION W/ ALL 4. WALL MOUNTING BRACKET, NEWTON INTRUMENT CO. CAT NO. A-6056 OR EQUAL V UTILITY COMPANIES FORINTERFACING AT TERMINATION POINTS. PROVIDE FULL 5. 5/8"-11 X 1" H.H.C.S.BOLTS pq5 LENGTH PULL ROPES (TYP.). NOTES: V g TYPICAL DIRECT JOINT SERVICE ILU 1. ALL BOLTS, NUTS, WASHERS AND LOCK WASHERS SHALL BE 18-8 STAINLESS J 12 BURIED CONDUIT DETAIL 2 STEEL. Lu SCALE:N.T.S. E-2 2. ALL GROUND BARS SHALL BE GALVANIZED WITH ANTI-THEFT HARDWARE. GROUNDING-STANDARD Eos s DETAIL GROUND BAR �� N SCALE:N.T.S. E-2 W MIN. 12" DEPTH OF 3/4" INSPECTION HAND HOLE, HARGER #360 z Z \ CRUSHED STONE OR EQUAL P-42 WITH #10 PS COVER OR APPROVEDEOUAL p~ GRAD - 1" MAX. p uLI i-� 'ul��l�° 3 M ( DW CADWELD / r I Nm N I \\ EXTERIOR GROUND RING to \ a RING GROUND #2 oi'• ° AWG BCW SOLID, / > 4 °• — TINNED NORTH ANDOVER 4 MA #2 AWG BARE COPPER CONDUCTOR TEST NOTE: 300 CHESTNUT STREET EXOTHERMIC WELD CONNECTIO LOOP EXTENSION ANDOVER M/101 COPPER RODS SHALL 5/8" DIA. x 10'-0" LONG COPPER CLAD BE 5/8" STEEL, CLAD GROUND ROD WIRE PURE COPPER GROUND ROD JACKET OF GROUND WELL DETAIL 3 THAN 0.00120 LESS COPPER CLAD STEEL SCALE:N.T.S. 5/8"0x 10'-0" LONG E-2 TYPICAL GROUND ROD DETAIL SCALE:N.T.S. E-2 4 PREPARED BY: FOR INQUIRIES REGARDING THE CONTENT OF THESE THE MODIFICATIONS DEPICTED ON THESE DRAWINGS ARE BASED ON Ml MERIDIEN DRIVE THE RECOMMENDATIONS OUTLINED IN THE STRUCTURAL ANALYSIS MODIFICATION DRAWINGS,PLEASE CONTACT STEVEN STRICKLAND F 1(.f RALEIGH.NC 5-1 16 COMPLETED BY FDH ENGINEERING,INC.,PROJECT NO.1425A71400(R1) WITH THE FDH CONSTRUCTION DEPARTMENT(919)755-1012 �� PHONE:919-7551012 FAX:DATED APRIL 02,2014. ENGINEERING INNOVATION THIS REPORT WAS BASED ON A SPECIFIC ANTENNA AND COAX PREPARED FOR: CONFIGURATION PROVIDED BY THE TOWER OWNER.ANY CHANGE TO THIS INFORMATION MUST BE REVIEWED BY FDH ENGINEERING,INC. SBA n� ALL DIMENSIONS,MEASUREMENTS,QUANTITIES,PART NUMBERS AND 5900 BROKEN SOUND PARKWAY, NW eocA RAroN, Ft 33487 COAX/ANTENNA PLACEMENTS TO BE FIELD VERIFIED BY CONTRACTOR 18001 487-SITE PRIOR TO MATERIAL ORDERS AND CONSTRUCTION. PROJECT DESCRIPTION: 0 MODIFICATION DRAWINGS °EANNIM EL FOR A 152' GUYED TOWER A. sN.45978E y 9�,c9 ISTEA� 'c�Q Fss10NAL DENNIS D. ABEL, P.E. 05/05/14 MASSACHUSETTS LIC. NO. 45976 DRAWN BY: WJO CHECKED BY: JOB {� ENG APPV'D: DDA [ S AlU) PROJECT NO: 1462UP1400 SUBMITTALS DATE DESCRIPTION REV 05/05/14 CONSTRUCTION 0 SITE NAME: NORTH ANDOVER HEN SHEET INDEX THE INFORMATION CONTAINED IN THIS SITE NUMBER. SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO MA01085-A SHT. DESCRIPTION BE REPRODUCED THE WHOLE OR ANY NO. PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH ENGINEERING, INC. T-1 TITLE SHEET IS PROHIBITED. N-1 POST CONSTRUCTION INSPECTION NOTES SITE ADDRESS: N-2 GENERAL NOTES SITE NAME: 300 CHESTNUT STREET S-1 MODIFICATION SCHEDULE NORTH ANDOVER NORTH ANDOVER, MA 01845-5308 S-2 DIAGONAL REPLACEMENT DETAILS SITE NUMBER: COORDINATES: MA01085-A LATITUDE: 42.6689° SITE ADDRESS: LONGITUDE: -71.10880 300 CHESTNUT STREET NORTH ANDOVER,MA 01845-5308 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 POST CONSTRUCTION INSPECTION NOTES. PREPARED BY: GENERAL RALEIGH,NC2 616 RALEIGH,NC 5-1 16 lPHONE:919-755.1012 PCI CHECKLIST FAX:919-755-1031 1. THE POST CONSTRUCTION INSPECTION (PCI) IS A VISUAL INSPECTION OF TOWER -- MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS AND OTHER REPORTS ENGINEERING I N N O V A T 10 N TO ENSURETHE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT CONSTRUCTION/INSTALLATION DOCUMENTS, NAMELY THE MODIFICATION DRAWINGS, AS DESIGNED BY THE ENGINEER OF PREPARED FOR INSPECTIONS AND TESTING REPORT ITEM RECORD (EOR). REQUIRED 2. THE PCI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS PRE-CONSTRUCTION NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, NOR DOES THE PCI INSPECTOR fl TAKE OWNERSHIP OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL X PCI CHECKLIST DRAWING MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES. 5900 BROKEN SOUND PARKWAY, NW BOCA RATON. FL 33487 N/A EOR APPROVED SHOP DRAWINGS 3. AL PCI'S SHALL BE CONDUCTED BY A PCI INSPECTOR THAT IS APPROVED TO 18001 487-SITE N/A FABRICATION INSPECTION PERFORM ELEVATED WORK FOR FDH ENGINEERING, INC. 4. TO ENSURE THAT THE REQUIREMENTS OF THE PCI ARE MET, IT IS VITAL THAT THE N/A FABRICATOR CERTIFIED WELD INSPECTION GENERAL CONTRACTOR (GC) AND THE PCI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED. IT IS EXPECTED THAT EACH PARTY X MATERIAL TEST REPORT (MTR) WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT Sq INFORMATION IS NOT KNOWN, CONTACT YOUR FDH POINT OF CONTACT (POC). EMS D. G N/A FABRICATOR NDE INSPECTION 5. REFER TO CCR-01 : CONTRACTOR CLOSEOUT REQUIREMENTS FOR FURTHER DETAILS o ABEL r+ AND REQUIREMENTS. v STAUC;URAL y N/A NDE REPORT OF MONOPOLE BASE PLATE (AS REQUIRED) N0.45976 X PACKING SUPS PCI INSPECTOR Ago 9��isTEP� ADDITIONAL TESTING AND INSPECTIONS: 1. THE PCI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO `rs�UNAt FOR THE PCI TO, AT A MINIMUM: 05/05/14 DENNIS D. ABEL, P.E. • REVIEW THE REQUIREMENTS OF THE PCI CHECKLIST MASSACHUSETTS LIC. NO. 45976 CONSTRUCTION • WORK INCLUDING FOUNDATION INSPECTIONS THE GC TO LOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, DRAWN BY: WJD CHECKED BY: JDB X CONSTRUCTION INSPECTIONS 2. THE PCI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR (GC) ENG APPV'D: DDA INSPECTION AND TEST REPORTS, REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE N/A FOUNDATION INSPECTIONS CONTRACT DOCUMENTS, CONDUCTING THE IN-FIELD INSPECTIONS, AND SUBMITTING THE PROJECT NO: 1462UP1400 PCI REPORT TO FDH. N/A CONCRETE COMP. STRENGTH AND SLUMP TESTS �+ SUBMITTALS N/A POST INSTALLED ANCHOR ROD VERIFICATION CORRECTION OF FAILING PCI'S DATE DESCRIPTION REV 05/05/14 CONSTRUCTIONON o N/A BASE PLATE GROUT VERIFICATION 1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE PCI ("FAILED PCI-), THE GC SHALL WORK WITH FDH TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: N/A CONTRACTOR'S CERTIFIED WELD INSPECTION • CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE N/A EARTHWORK: UFT AND DENSITY ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT PCI. • OR, WITH FDH'S APPROVAL, THE GC MAY WORK WITH THE EOR TO RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. X ON SITE COLD GALVANIZING VERIFICATION N/A GUY WIRE TENSION REPORT REQUIRED PHOTOS THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY X GC AS-BUILT DOCUMENTS 1. BETWEEN THE GC AND THE PCI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT A NATURE. REPRODUCTION OR CAUSING TO MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE PCI REPORT: BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE ADDITIONAL TESTING AND INSPECTIONS: • PRE-CONSTRUCTION GENERAL SITE CONDITION PERMISSION OF FDH ENGINEERING, INC. IS PROHIBITED. • PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION POST-CONSTRUCTION .. PHOTOSTEROF�ALL CRITICAL DETAILS LS SITE NAME: •• FOUNDATION MODIFICATIONS NORTH ANDOVER X PCI INSPECTOR REDUNE OR RECORD DRAWING(S) •• WELD PREPARATION •• BOLT INSTALLATION AND TORQUE N/A POST INSTALLED ANCHOR ROD PULL-OUT TESTING •• FINAL INSTALLED CONDITION SITE NUMBER: •• SURFACE COATING REPAIR X PHOTOGRAPHS • POST CONSTRUCTION PHOTOGRAPHS MA01085-A •• FINAL INFIELD CONDITION ADDITIONAL TESTING AND INSPECTIONS: 2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. SITE ADDRESS: 300 CHESTNUT STREET NOTE: X DENOTES A DOCUMENT NEEDED FOR THE PCI REPORT NORTH ANDOVER,MA 01845-5308 N/A DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PCI REPORT SHEET TITLE POST CONSTRUCTION INSPECTION NOTES SHEET NUMBER N-1 w GENERAL NOTES: STEEL: COLD GALVANIZATION/SURFACE PREPARATION NOTES: PREPARED BY: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN 1. CONTRACTOR TO USE ZINGA OR ZRC COLD GALVANIZATION FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. IT IS THE ACCORDANCE WITH THE LATEST AISC CODE AND ASTM COMPOUNDS OR APPROVED EQUIVALENT. L� 6521MERIDIENOR- CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS NECESSARY SPECIFICATIONS. � ��,. RALEIGH,NC 27616 TO COMPLETE THE PROJECT AND ABIDE BY ALL CONDITIONS AND 2. PREPARE RUSTED/ FAX:919-755-1031 CORRODED SURFACE FOR TREATMENT t• PHONE:919-755-1012 REQUIREMENTS OF THE PERMITS. 'ALL STEEL ANGLE SHALL BE ASTM A36 (Fy=36KS1) UNLESS ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. �_ - OTHERWISE SPECIFIED. ENGINEERING INNOVATION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF 3. CONTRACTOR TO APPLY (2) COATS OF COLD GALVANIZATION ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE 2. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE COMPOUND PER MANUFACTURER'S RECOMMENDATION. DRYING SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX AND CURING TIMES MUST BE UTILIZED PER MANUFACTURER'S PREPARED FOR EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325N, THREAD RECOMMENDATION. DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INCLUDED WITH SHEAR PLANE (UNLESS OTHERWISE NOTED). INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH 4. APPLY ALL COATINGS BY BRUSH IN CALM WIND CONDITIONS.DISCREPANCY DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE 3. ALL BOLTED CONNECTIONS TO BE INSTALLED TO A SNUG-TIGHTENED THE USE OF AEROSOL IS NOT PERMITTED. D SUBMITTED TO FDH ENGINEERING FOR CONSIDERATION BEFORE THE CONDITION IN ACCORDANCE WITH AISC 13 PART 16.2, CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR 5. IF THE TOWER IS PAINTED, BRUSH PAINT ALL TREATED AREAS 5900 BROKEN SOUND PARKWAY, NW 3. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MISFITTING, OR A490 BOLTS% SECTION 8.1, UNLESS OTHERWISE SPECIFIED. WHEN TO MATCH TOWER AFTER COLD GALVANIZATION COMPOUND IS BOCA RATON, FL 33487 NON-CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED "X" TYPE BOLTS ARE USED, CONTRACTOR MAY BE REQUIRED TO ALLOWED TO CURE. (800) 487-SITE TO FDH ENGINEERING PRIOR TO ANY REMEDIAL OR CORRECTIVE STACK ADDITIONAL WASHERS TO OBTAIN PROPER SNUG TIGHT ACTION. ALL ACTIONS SHALL REQUIRE FDH ENGINEERING INSTALLATION. ALL NUTS SHALL BE HEAVY HEX UNLESS OTHERWISE APPROVAL. NOTED. 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE 4. ALL STEEL, AFTER FABRICATION, SHALL BE HOT DIPPED GALVANIZED IA FA PER ASTM A-123. ALL DAMAGED SURFACES, WELDED AREAS AND ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF k. AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (EXISTING OR THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION NEW) SHALL BE PAINTED WITH MULTIPLE COATS OF ZRC COLD DEr'�!N!S D. G .'F y AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED GALVANIZING COMPOUND ACHEIVING A MINIMUM OF 4 MILS DRY FILM ABEL r„ T0, THE ADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS PER ASTM A 780. 0 STRUCTURAL THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED y AFTER THE COMPLETION OF THE PROJECT. 5. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS -o NO,45978 5. CONTRACTOR SHALL PROMPTLY REMOVE ANY & ALL DEBRIS FROM QUALIFIED AS DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S 9p 9F �ST �_ .[ EA 4. SITE AND RESTORE AS BEST AS POSSIBLE TO PRECONSTRUCTION WORK REQUIRED. CONTRACTOR ISTANDARD QUALIFICATION UREQ REQUIRED TORE* TO OPROVIDE RM THE FDHE OF FSs�ONAL ENG\ CONDITION. WORK INC. WITH A PASSING CERTIFIED WELDING INSPECTION 05/05/14 CONTRACTOR QUALIFICATION NOTES: FOR ALL WELDS. DENNIS D. ABEL, P.E. MASSACHUSETTS LIC. NO. 45976 1. ALL REPAIRS SHALL BE PERFORMED BY A TOWER CONTRACTOR WITH 6. STRUCTURAL STEEL MAY NOT BE TORCH CUT FOR FABRICATION. ALL A MINIMUM 5 YEARS EXPERIENCE IN TOWER ERECTION AND STEEL FABRICATION MUST FOLLOW AISC STANDARDS. DRAWN BY: WJD RETROFIT AND WITH WORKING KNOWLEDGE OF THE ANSI/TIA-222-G MISC.NOTES: CHECKED BY: JDB "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES ENGAPPVD: DDA AND ANTENNAS". 1. ALL MODIFICATIONS ARE ASSUMED TO BE MADE ON AN EMPTY PROJECT NO: 1462UP1400 2. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND TOWER. CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS TO METHODS. SHOULD THE CONTRACTOR REQUIRE DIRECT SUPPORT OR WORK AROUND EXISTING ANTENNAS AND CONSULTATION, FDH ENGINEERING, INC. IS WILLING TO OFFER TRANSMISSION LINES. MODIFICATIONS MUST BE CONTINUOUS SUBMITTALS THROUGH ALL AREAS SHOWN. DATE DESCRIPTION REV SERVICES BASED UPON AN AGREED FEE FOR THE WORK REQUIRED. 2. CONTRACTOR FIELD VERIFY ALL DIMENSIONS PRIOR TO 05/05/14 CONSTRUCTION 0 3. ALL SUBMITTAL INFORMATION MUST BE SENT TO FDH ENGINEERING, CONSTRUCTION. INC. 6521 MERIDIEN DRIVE, RALEIGH NC, 27616, TEL. (919) 755-1012, FAX. (919) 755-1031, E-MAIL INFO®FDH-INC.COM. FABRICATION NOTES: ANY VARIATION OF THESE SPECIFICATIONS OR DRAWINGS WITHOUT CONSENT FROM FDH ENGINEERING, INC. WILL VOID ANY 1. ALL DIMENSIONS ARE PRELIMINARY UNTIL FIELD VERIFIED BY RESPONSIBILITY OR LIABILITY FOR DAMAGE (MATERIAL OR PHYSICAL) CONTRACTOR. ANY CHANGES MUST BE APPROVED BY ENGINEER OF TOWARDS FDH ENGINEERING, INC. RECORD IN WRITING PRIOR TO FABRICATION AND INSTALLATION. 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TIA-1019-A 2. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES. SLOTTED STANDARD. AND DOUBLE DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF JOB SITE SAFETY&NOTES: FABRICATION. THE INFORMATION CONTAINED THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO SUBSTITUTES AND/OR EQUALS: BE REPRODUCED THE WHOLE OR ANY 1. NEITHER THE PROFESSIONAL ACTIVITIES OF FDH ENGINEERING, INC. PART OF THESE DRAWINGS WITHOUT THE NOR THE PRESENCE OF FDH ENGINEERING, INC. OR EMPLOYEES 1. IF CONTRACTOR WISHES TO FURNISH OR USE A SUBSTITUTE ITEM PERMISSION OF FDH ENGINEERING, INC. AND SUB-CONSULTANTS AT THE CONSTRUCTION SITE, SHALL OF MATERIAL OR EQUIPMENT, CONTRACTOR SHALL FIRST MAKE IS PROHIBITED. RELIEVE THE GENERAL CONTRACTOR AND OR SUBCONTRACTORS AND WRITTEN APPLICATION TO ENGINEER OF RECORD FOR ACCEPTANCE ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND THEREOF, CERTIFYING THAT THE PROPOSED SUBSTITUTE WILL RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION PERFORM ADEQUATELY THE FUNCTIONS AND ACHIEVE THE RESULTS SITE NAME: MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES CALLED FOR BY THE GENERAL DESIGN, BE SIMILAR IN SUBSTANCE NORTH ANDOVER NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING TO THAT SPECIFIED AND SUITED TO THE SAME USE AS THAT ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE SPECIFIED. ALL VARIATIONS OF THE PROPOSED SUBSTITUTE FROM WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY THAT SPECIFIED WILL BE IDENTIFIED IN THE APPLICATION AND PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE AVAILABLE MAINTENANCE, REPAIR AND REPLACEMENT SERVICE WILL SITE NUMBER: GENERAL CONTRACTOR AND OR SUBCONTRACTOR IS SOLELY BE INDICATED. THE APPLICATION WILL ALSO CONTAIN AN ITEMIZED RESPONSIBLE FOR JOB SAFETY, AND WARRANTS THAT THIS INTENT ESTIMATE OF ALL COSTS OR CREDITS THAT WILL RESULT DIRECTLY MA01085-A IS EVIDENT BY ACCEPTING THIS WORK. OR INDIRECTLY FROM ACCEPTANCE OF SUCH SUBSTITUTE INCLUDING COSTS OF REDESIGN AND CLAIMS OF OTHER CONTRACTORS AFFECTED BY THE RESULTING CHANGE, ALL OF WHICH WILL BE SITE ADDRESS: CONSIDERED BY ENGINEER OF RECORD IN EVALUATION OF THE PROPOSED SUBSTITUTE. ENGINEER OF RECORD MAY REQUIRE 300 CHESTNUT STREET CONTRACTOR TO FURNISH ADDITIONAL DATA ABOUT THE PROPOSED NORTH ANDOVER,MA 01845-5308 SUBSTITUTE. SHEET TITLE GENERAL NOTES SHEET NUMBER N-2 t PREPARED BY: • APPURTENANCES MAY INTERFERE TOWER MODIFICATION SCHEDULE 6521 MERIDIEN DRNE WITH PROPOSED MODIFICATIONS. ���-1 jj�11 RALEIGH.NC 27616 • ALL MODIFICATIONS TO BE INSTALLED BOTTOM TOP ELEV. R FAX:919-7765-1031 NO. TYPE OF MODIFICATION ELEV. FT FT � - CONTINUOUSLY THROUGH EXISTING ( ) ( ) E N G I N E E R I N G INNOVATION EQUIPMENT(UNLESS NOTED �-1-52A OTHERWISE). ALL EXISTING 1 INSTALLATION OF NEW REPLACEMENT DIAGONALS. SEE S-2 FOR DETAILS. 141.0± 146.0± PREPARED FOR: EQUIPMENT NOT TO BE DAMAGED OR 2 X46.0' o—E TAKEN OFF AIR DURING INSTALLATION. INSTALLATION OF NEW REPLACEMENT DIAGONALS. SEE S-2 FOR DETAILS. 96.0± 108.6± �eJ • ANTENNA GRAPHICS NOT SHOWN FOR TOWER FINISH:GALVANIZED SBA F CLARITY.SEE STRUCTURAL ANALYSIS 136_0 f� REPORT FOR EXISTING ANTENNA 5�RATONN SOUND PARKWAY. NW tic LOADING. (800) 487-SITE a. J� 126•x' � s o$ qC 116.0' DEA NEIL ym EXISTING OUTER ANCHOR (A) cis STRUCTURAL y luso• R=145.0'± (o) ,e p 45976 3TEA� 2 Fss�ONAL96.0 EXISTING INNER ANCHOR (A) DENNIS D. 05/05/14 MASSACHUSETTS P.E. R=85.0'± (0) U MASSAUSETTS LIC. N0. 45976 h 90.0' DRAWN BY: WJD �J CHECKED BY: JDB F+ ENG APPVD: DDA 800' ��jy PROJECT NO: 1462UP1400 �— G1 t� >t. SUBMITTALS Fy EXISTING INNER ANCHOR (C) EXISTING INNER ANCHOR (B) DATE DESCRIPTION REV � .70.0' _ S R=85.0'± (o) R=85.0'± (0) 05/05/14 CONSTRUCTION 0 % EXISTING OUTER ANCHOR (C) EXISTING OUTER NCHOR (B) T9 R=145.0'± (0) R=145.0'± (0) ANCHOR LAYOUT SCALE: NTS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO 40 BE REPRODUCED THE WHOLE WITHOUTPART OF THANY TH PERMISSION ESE FDHH ENGINEERING,IINC.E CE Fa/ IS PROHIBITED. 30 NC LEG "A" (32') F SITE NAME: tis '0--. NORTH FUTURE (BY OTHERS) NORTH ANDOVER 20 (3) 7/8" COAX (12) 1 5/8" COAX `�� (4) 1/2" COAX NEW (BY OTHERS) (2) 2- FLEX CABLES (2) 1 5/8" HYBRID CABLES SITE NUMBER: EL: 142.0'± 0 r EL: 110.0'± MA01085-A 10.0' CLIMBING (ADDER °o° W/ SAFETY CLIMB ° O SITE ADDRESS: EXISTING 300 CHESTNUT STREET 0.0 77- (1 ))31 5 COAXOAX NORTH ANDOVER,MA 01845-5308 ,. \ ; EXISTING (INSIDE EXISTING 3" CONDUIT) (4) 1 5/8" HYBRID CABLES (2) 1/2" COAX (1) FlBER CABLE EXISTING INNER GUY RADIUS 0 (2) DC POWER CABLES SHEET TITLE EL: 130.0'± oo EL: 119.0'± (SEE ANCHOR LAYOUT) 0OO ° MODIFICATION SCHEDULE EXISTING OUTER GUY RADIUS 0°O 000 o (SEE ANCHOR LAYOUT) TOWER ELEVATION COAX LAYOUT SHEET NUMBER SCALE: NTS SCALE: NTS S-1 t PREPARED BY: 6521 MERIDIEN DRIVE RALEIGH,NC 27616 PHONE:919-55-1012 FAX:919-755-1031 MK-1 REPLACEMENT DIAGONAL SCHEDULE ENGINEERING INNOVATION PREPARED FOR: EXISTING PROPOSED ESTIMATED GAGE EDGE BOLT ELEVATION MEMBER MEMBER LENGTH,A" BOLT SIZE HOLE SIZE LINE** DISTANCE"*" GRADE c 143.4'± TO 146.0'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A490X v B A 141.0'± TO 143.4'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A490X 55900 BROKEN 00 RATON, F1 SOUND PARKWAY, NW (800) 487-SITE 106.0'± TO 108.6'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A490X 103.4'± TO 106.0'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A49OX 101.0'± TO 103.4'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A490X �QS'� 0 9 98.6'± TO 101.0'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A490X ENNIS ABEL R1 96.0'± TO 98.6'± (3) L1 3/4X1 3/4X3/16 (3) L2X2X1/4 3'-10"± (6) 5/8"0 X 1 3/4" 11/16"0 1 1/8" 1 1/4" A490X v STRUCTURAL y H0.459T6 7 BAYS REQUIRE DIAGONAL REPLACEMENT �99-0►1ST6 4c�Q *CONTRACTOR TO FIELD VERIFY LENGTH PRIOR TO MATERIAL ORDERS. 'r14NAL **DISTANCE FROM HEEL OF ANGLE TO CENTER OF BOLT HOLE. 05/05/14 ***EDGE DISTANCE FROM CENTER OF BOLT HOLE TO EDGE OF CONNECTED PART. DENNIS D. ABEL, P. . MASSACHUSETTS LIC. NO. 45976 DRAWN BY: WJD CHECKED BY: JOB ENG APPV'D: DDA PROJECT NO: 1462UP 1400 MK-1 NEW REPLACEMENT DIAGONAL. SUBMITTALS EXISTING DIAGONAL TO BE EXISTING FEEDLINE LADDERS TO BE RE-INSTALLED USING EXISTING HARDWARE DATE DESCRIPTION REV REPLACED W/ LARGER TO NEW DIAGONALS WHERE POSSIBLE & REPLACED IN ALL OTHER LOCATIONS 05/05/14 CONSTRUCTION D DIAGONAL MEMBER. v A AS NECESSARY. CONTRACTOR RESPONSIBLE FOR ALL PARTS ASSOCIATED WITH SEE SCHEDULE ON THIS SHEET TEMPORARY & FINAL COAX & CLIMBING LADDER SUPPORT. FOR DETAILS. o 00 ®® TOP OF INSTALLATION (TYP.)jk B** A 0 E_ lop ELEV: SEE SCHEDULE EDGE DISTANCE EDGE DISTANCE 0 i REPLACE EXISTING BOLT r� ___ _ _'77 ` THE INFORMATION CONTAINED IN THIS W/ NEW BOLT AND LOCK - SET OF DOCUMENTS IS PROPRIETARY BY WASHER. SEE SCHEDULE CONTRACTOR MAY BE REQUIRED � zNATURE. REPRODUCTION OR CAUSING TO ON THIS SHEET FOR TO BORE OUT EXISTING 9/16"0 *■■ _j BE REPRODUCED THE WHOLE OR ANY COPING DETAILS. HOLE TO ACCOMODATE NEW FIELD DRILL* PART OF THESE DRAWINGS WITHOUT THE O (IF REQUIRED) (SEE < PERMISSION OF FDH ENGINEERING, INC. 5/8"0 BOLT. (TYP.) c� IS PROHIBITED. o SITE NAME: ®®� 1100 * ESTIMATED HOLE LOCATION. CONTRACTOR TO FIELD VERIFY LOCATION OF THIS HOLE PRIOR TO NORTH ANDOVER BTM. OF INSTALLATION (TYP.) ELEV. SEE SCHEDULE DRILLING HOLE TO ENSURE PROPER FIT. CONTRACTOR TO FIELD CUT EXCESS MATERIAL O - - - 00 AFTER HOLE LOCATION IS VERIFIED. ** "B" WE SUGGEST THE PRELIMINARY CUT LENGTH IS 6" LONGER THAN OUR ESTIMATED LENGTH SITE NUMBER: VA FOR MEMBERS 10' OR LESS, & 12" FOR MEMBERS GREATER THAN 10'. MA01085-A *** COPING MAY BE REQUIRED; COPING NOT TO EXCEED "TEAR-OUT" PLANE OF BOLT HOLE AS SHOWN. SITE ADDRESS: DIAGONAL REPLACEMENT DIAGONAL 300 CHESTNUT STREET ELEVATION VIEW FRONT VIEW NORTH ANDOVER,MA 01845-5308 1 ELEVATION MK-1 DETAIL SHEET TITLE S-2 NTS S-2 NTS DIAGONAL REPLACEMENT DETAILS SHEET NUMBER S-2