Loading...
44-014 (10) 254 OLD WILSON RD BP-2017-0988 GIS n: COMMONWEALTH OF MASSACHUSETTS Man:tIock:44-014 CITY OF NORTHAMPTON t.ot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:CELL TOWER BUILDING PERMIT Permit# BP-2017-0988 Project X JS-2017-001701 Est. Cost:$20000.00 Fee:SI40 00 PERMISSION IS HEREBY GRANTED TO: Const. Clas,C Contractor: License: Use Group: SBA NETWORK SERVICES LLC 076934 Lot Size(sg Pt.}: Owner: AMERICAN TOWER CORPORATION C/O OMNI POINT inning: Applicant: SBA NETWORK SERVICES LLC AT: 254 OLD WILSON RD Applicant Address: Phone: Insurance: 134 FLANDERS RD SUITE 125 _ (508)944-2905 WC WESTBOROUGHMA01581 ISSUED ON:3/2/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 3 NEW CELL ANTENNAS & ASSOCIATED EQUIPMENT ALONGSIDE EXISTING CELL SITE. NO CHANGE TO CELL TOWER HEIGHT OR COMPOUND SIZE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/2/2017 0:00:00 $140.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis I fasbrouck—Building Commissioner File 9 BP-2017-0988 APPLICANT/CONTACT PERSON SBA NETWORK SERVICES LLC ADDRESS/PHONE 134 FLANDERS RD SUITE 125 WESTBOROUGH (508)944-2905 PROPERTY LOCATION 254 OLD WILSON RD MAP 44 PARCEL.014 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT__APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 140 Building Permit Filled out Fee Paid Typeof Construction: INSTALL 3 NEW CELL ANTENNAS&ASSOCIATED EQUIPMENT ALONGSIDE EXISTING CELL SITE.NO CHANGE TO CELL TOWER HEIGHT OR COMPOUND SIZE New Construction Non Stnwtural interior renovations Addition to Existing Accessory Structure Buildin Plans Included: Owner/Statement or License 076934 3 sets of Plans/Plot Plan THE FO WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON l INF ATION PRESENTED: _Approved_ Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ _ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR_ Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance" Received& Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 0 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with alt zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning& Development for more information. SBA ® February 28, 2017 Mr, Louis Hasbrouck Building Commissioner Building Department Town of Northampton Puchalski Municipal Building 212 Main St. Northampton, MA 01060 RE: T-Mohile Antennas @ 254 Old Wilson Road, Northampton, MA T-Mohile Site#:45H0218C L700 Dear Mr. Hasbrouck, Enclosed, please find a building permit application for the above-referenced existing telecommunications site.' Also enclosed is a check for$140 to cover fees for same. Please let me know if you have any questions, or need anything further. Otherwise, given the distance from our office to yours, if you would kindly mail the issued Permit to us in the enclosed SASE, we would greatly appreciate it. Thank you, Kri Pelletier Property Specialist SBA Communications Corporation 134 Flanders Rd.,Ste. 125 Westboro, MA 01581 508-251-0720 x 3804+T 508-366-2610+ F 203-446-7700+C kpelletier@sbasite.com 'This application is eligible for relief under Act 6409 of the Middle Class Tax Relief Act of 2012 and reserves its rights hereunder. Version 1.7 Commercial Buildin_ Pemit Ma 15,2000 Department use only \ City of Northampton Status of Permit fiLt‘ Building Department Curb Cut'Driveway Permit 212 Main Street Saxer/Septic Avaivabifty Room 100 WaterAMell Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-58741240 Fax 413-587-1272 Plot/SitePlans Other Specify APPLICATION TO CONSTRUCT,REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address. This section to be completed by office 254 Old Wilson Road, Northampton MA Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Tower: SBA Infrastructure, TLC 134 Flanders Rd #125, Westboro MA 01581 Name(Pint) Current matting Address { 1 1808)614-0389 Signature 1 tt G Et, /l. telephone 2.2 Authorized Agent: Kri Pelletier(SBA Communications 134 Flanders Rd.-#125.Westboro MA 01581 Name(Pdoti Current Mailing Address. �f� (203) 446-7700 Signature /"" Z -33telephone SECTION 3-ESTI—MATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $20,00a00 (a)Building Permit Fee 2. Electrical - - - (b)Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4- Mechanical(HVAC) 5 Fire Protection � / Total=(I +2 +3+4+5) 'pra g,e , Check Number � R ea& 490 This Section For Official Use Only Betiding Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Version1.7 Commercial Building Pemtit May I5, 2000 SECTION 4.CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs ❑ Demolition 0 Repairs 0 Additions 0 Accessory Buil -ng❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing Change of Use❑ Other Brief Description Install(3)newer technology cell antennas and associated equipment alongside existing antennas at existing cell we, Of Proposed Work: No change to cab height cc compound size All we k confoms to parameters o('»rel b £Chides eqt st under hectic/- 6409 of the Middle Class Tax Relief Act. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-t 0 A-2 ❑ A-3 0 to A-4 ❑ A-5 ❑ 1 B ❑ B Business ❑ 2A ❑ E Educational ❑ 28 0 F Factory 0 r-i 0 F-2 0 2C ❑ H High Hazard 0 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 38 ❑ M Mercantile 0 4 ❑ R Residential 0 R-I ❑ R-2 ❑ R3 ❑ SA ❑ S Storage ❑ S-1 0 5-2 0 FB ❑ U Utility Specify 11( Existing Telecommunication Site p M Mixed Use 0 ........... Specify ' _.. . — S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS ANDIOR CHANGE IN USE Existing Use Group. U Proposed Use Group li (no change) Existing Hazard Index 780 CMR 34)'. _.. . .. .. Proposed Hazard Index 780 CMR 34)'. SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Moor(sit 1st 21" _. off 4o- Tota4 Area(sf) Total Proposed New Construct/an(Sf Total Height(ft) 157 Total Hamill.ft 157' 7.Water Supply(M.G.L.c.40,§54) 7.1 Floo{I Zone Information: 7,3 Sewage Disposal System: Public ❑ Private ❑ Zone'.____ __ Outside Flood Zone❑i Municipal ❑i On site disposal system Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to he filled in by t/ t4 ny6 A hs of 'arAzIev G( Building Department Lot Size _ . . _. Frontage Setbacks Front • Side L:. R: I.: R:'.. _. Rear __.. Building Height Bldg. Square Footage % Open Space Footage °o pat area minus hldg&paved _. parkinel of Parking Spaces Fill: {volume ()cation) - - _ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW er YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and Location: 5-8 5i)in,a 4iv4 eFi49vevKeC. D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO ©i IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing,grading.excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable Q Name(Registrant)'. Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable 1117 Company Name: Responsible In Charge of Construction Address • Signature Telephone Versionl.7 Commercial Building Permit May 15.2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Rick Woods as Owner of the subject property hereby authorize to Pelletier/SBA Communications b act on my,geha, in all att s relative to work authorized by this building permit application. Y F,',7 Yiv17 Signature o Owner Date Kri Pelletier/ SBA Communications - - as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate to the best of my knowledge and belief Signed under the pains and penalties of perjury. Print Nam2 _ Signature of Owner/Agent Dale SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder Jeff Steinberg(SBA Network Services LLC) CS-076934 License Number 134 Flanders Rd., Suite 125, Westborough MA 01581 03/28/2018 Addres / Expiration Date (508) 944-2905 9t5 bre Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No 0 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 254 Old Wilson Road The debris will be transported by: N/A The debris will be received by: ti A Building permit number: Name of Permit Applicant Kri Pelletier/SBA Communications L' 7r/- Date Signature of Permit Applicant --T-"^taf SBACO-1 OP ID:NC ' CERTIFICATE OF LIABILITY INSURANCE DATE,"w°""° L- "'" 03/18/2016 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/3), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poilcy(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 CONTNAMFACT Clem J.Wan&iscO,III ... Henderson Brothers,Inc. 920 Ft Duquesne Blvd 1:412.281-1842 °AAI No 412-2814149 Pittsburgh,PA 15222 ADDRESS:C(wandrisco@hendersonbrother8 COm Clem J.Wandrlsco,III I INSURERI�AFFORONO COVERAGE NAICE INSURERS:Travelers Property&Casualty 26874 INSURED SBA Communications Corporation wawExs:The Charter Oak Fire his.Co_ 26845 $051 Congress Ave. _ _ t Boca Raton,FL 33487 msuREac:St Paul Fire&Marine Ins Co 24787 INSURER o:Illinois Union Insurance Comps 27980 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS t0 CERTIFY THAI THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTIMTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WIN 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 PMD CLAIMS. 'NWYYPEOFmSUPM'C6 Ger PgTE UR MSD • POLICY NUMBER 1 JCP 1 IMMDonvEll LAIR A X COMMEROALOENERAL LOEALTY EACH OCCURRENCE 900,900 ClMMSALAGE XI OCCUR TUEXGL474MS130TIL16 031192016 03/15t2017 PR 1 900,000 X $100,000 SIR MED EYP(My one miaow) NIA _ PERSONAL S ADV INJURY 900,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 —FANCY X 7-8ir.....LCC PRODUCTS-=LIMP AGG 2,000,000 OTHER: AUTOMONILE HAOIUTY CCM&NEO SINGLE LIMIT 1,000,000 1E4PWIEM1 A X ANN AUTO TC2JCAP474M81IADL18 03/16/2018 03(1512017 EGDILY INJuav(re EenoN ALL CM NEO SCHEDULEDAUTOS SHOHY INJURY IPO E adeno -HHOPGTNOSIES oro H AUTOS {Ppimaa.¢ DP ........ j X 100,00 Jros X w X 100,000 X uMBRRLLA LMB mum EACs OCCURRENCE 26,000,000 C ExDFsa use CLAIMS ZUP16N3740616NF 031192016 03/192017 AGGREGATE 26,000,000 CED X RETEHRoss 10.000 WORHERSCOMPENSAMN AER 0TH. JN EMPLOYERS LIASILER X I AC ill ft ANY PROPRIETOR EXRTHER.DXECUrE YIN TC2OUB476M4378161405) 03115/2016 0916^4017 EI..EACH AKAOENT 1,000,000 OFFICER/MEMBER EXCLUDED? NIA A lnamdomy Is Nm TRJUB476M438A16 031192018 03/1512017 EL.OSEASE-EA EMPLOYEE 1,000,000 G�S II SLCRIPNOi OFO 4µaQNge, PEPATXNJ5 Won LiL DISEASE-POLICY OMIT 1,000,000 D PROFESSIONAL 000024541800008 03/192016 03/15/2017 CLAIM/AGG 6,000,000 POLLUTION SIR 100,000 D scPrenON Of OPERATIONS I LOCATIONS/VEHICLES(MORD 101,AU511en1 RAnute Sa.dS.,may W MOWS Sews 0paca.Is rewind) CERTIFICATE HOLDER CANCELLATION FORINFO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For informational Purposes ME EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH ME POLICY PROVISIONS. AullelRBEDR��EPItIESSENTTA}TWE 1 01988.2014 ACORO CORPORATION. All rights reserved. ACORD 25(2014)01) The ACORD name and logo are registered marks of ACORD Massachusetts Department of Public Safety U: Board of Building Regulations and Standards License:CS-076934 Construction Supervisor JEFFREYSYS STEINBERG CTBOCO STREET1WESTBOROUGH MAOtSS Niro. CA_ • Expiration: Commissioner e32a2018 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35.000 cubic feet(991 cubic meters)of • enclosed space. Falure to possess a current ed ion of the Massachusetts State Building Code is cause for revocation'ofthis Sconce. DPS Licensing information visit WWW.MASS.GOYMPS The Comnloniventib of Massachusetts "'�'=iFn Department of Industrial Accidentsa= i 1 Congress Street,Suite 100 „y Vii .1_ v ��__a Boston,MA 02114-2017 ,,_, a' wmlvnwlss,gal/dna (Yorkers'Coapensatioa Insurance Afidnvtt:BuitderWcontractornJElectHNanSSPtuurbers, TO IIP.F11.89 WITH THE PE10.11111NC AHTBORITP, Antillean!Informntlon Please Print Legibly Name(dnsiness/OsgmdznlloMndlvidun0l SBA Communications Corporation Address:8051 Congress Avenue Oily/Stale/Zip:Boca Raton,FL 33487 Phone#:508.251.0720 Are you avmployer/Check rhe appropriate box: Type of project(required): i.p t am nemlderss with 750 Cnydos:es(MI wavm p asivatr 7. ❑New construction 301 out asolepmpsietomrparmershipan4law no employees waking forme in 8. El Remodeling any capacity.Ino waken comp.hwurmae required.) c.❑ltot n homeomwrdoing nil nok nlyclC(No nmken'comp.insurance required]) 9. ❑Demolition 4.01as,a!vulcanite((avilt behiringcantaeiarsmamWuet all work Gamyyaopcay. Iwilt 10QBuildingaddition ensure that dfl cowneimsehter lave vmkere mmpnsawn tnuiuceor wesotc 11.0 Electrical repairs or additions written with ao.m$o en' 12.0 Plumbing repairs or additions Sq I am a general contractor and lime hired the sub.contreemrs listed on he atlahedshcn. 13. Roofreairs Them subcontractors have employees and have wmk<n'camp.Wuroncti ❑ P CD We neeawrporatknend ivanceshave exercised duie right of exemption paMGLa 14.110IIICtTBIefAnlmnalCellOae 152,fI(Q,and kw haeerm employees.(ltowteittOmp insracercqurrni.] early appikanuhat checks box#1 must also On malty section below showing their workers'compensation policy!dalmatian. nomeomurs who submit is a0idavit indicating they we dams all work and Than hire outside contractors must submit a newaffidavit indkaIins aeh. Iconlrenors that cheek thisbox must anxlwd suaddilional shed showing dm name ethic sub-cosy adom and nate'lather or nal those<ntttks have e'nplayce s. Mho subcontraemn haw employees,they must provide their workers'comp.policy nundec. iota an employer that Is providing workerecompensation lasamtteefor H0'employees. Below Is the balky aadlobslle a hforotatio . Insurance Company Name:Henderson Brothers,Inc./Travelers Properly Casualty Co. Policy Bar SeiCins.Lic.q:TC2OUB475M437818ITRJU13475M438A16 Expiration Date:3/15117 Job Site Address: 754 Odd Wilson Road City/State/Zip Attach a copy of No workers'compensation policy decimation page(shoring the policy nnalber ml�i expiratioon,late). Failure to secure coverage as required under MOL c.152,$25A is a criminal violation punishable by a fine op to$1,500.OD and/or one-year imprisonment,as well as civil penalties in the fond ofa STOP WORK ORDER mid a ire of up to$250.0Oa day against the violator.A copy adds statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I da hereby core +underlhepalns and penalties of perjury that lite lnfolnodanprovided above Is true foul correct. Si . oro; , ,L.I A. .a Date: 3))rJ...I L Phone ig ,.'' r•0 '+x3801 Official"Se oir/JWicks/are onto Do not write In This arm,to be completed by cit'or town ofliclal. (' City or Town: Permit/License B issuing Authority(eirdo one); I.Board of health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5,Plumbing inspector 6.Olhar Contact Poon: Phon eH: p] [il ES Tower Engineering Solutions Phone(972)483-0607,Fax(972)975-9615 8445 Freeport Parkway,Suite 375,Irving,Texas 75063 Structural Analysis Report Existing 149 ft.SABRE Monopole Customer Name:SBA Communications Corp Customer Site Number:MA13219-A-01 Customer Site Name:Northampton 2 Carrier Name:T-Mobile Carrier Site ID/Name:4SH0218C/SH218/Golf Rawland Site Location:245 Old Wilson Road Northampton, Massachusetts Hampshire County Latitude:42.295472 Longitude:-72.667388 e 41 Analysis Result: o EYES STRUCTURAL �, Max Structural Usage:64.4%[Pass] ',11:a3•01°Eo e Max Foundation Usage:68.0%[Pass] ea) STEN'G\�4� nNAL tN Report Prepared By: Delu Zhou ) 23 TES Project Number:30768 Page 3. February 23,2017 Introduction The purpose of this report is to summarize the analysis results on the 149 ft.SABRE Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Original tower drawings and design by Sabre,job#05-04188,dated 04/21/2005, Previous SA by FDH Engineering,project#1467P31400,dated 06/24/2014 Foundation Drawing Originalfoundation drawings by Sabre,job#05-04188,dated 04/21/2005 Geotechnical Report Geotech report prepared by 161 Eastern,Inc.,project#05180G,dated 03/10/2005 Modification Drawings N/A Analysis Criteria The rigorous analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA/EIA 222-G. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second- order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: Ultimate Design Wind Speed Vwn= 129.0 mph (3-Sec. Gust)/ Nominal Design Wind Speed Vasd = 100.0 mph (3-Sec. Gust) Wind Speed with Ice: 40 mph (3-Sec. Gust) with 1" radial ice concurrent Operational Wind Speed: 60 mph +0" Radial ice Standard/Codes: ANSI/TIA/EIA 222-G /2012 IBC/ Massachusetts State Building Code, Eighth Edition Exposure Category: C Structure Class: II Topographic Category: 1 Crest Height: 0 ft. TES Project Number:30768 Page 2 February 23,2017 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. tens Transmission (ft) Qty. Antenna Descriptions Mount Type&Qty. Lines Owner 3 Ericsson AIR B2A B4P Panels (6)15/8" - 147.0 3 Ericsson AIR MA B2P Panels Low Profile Platform (1)15/8"Fiber T-Mobile - 3 Ericsson KRY 112 114 TMD's (1)1-1/4"LMU 6 140.0 3 RES APXV18-2065175-C (3)Chain Mount (6)1-5/8" Metro PCS* 7 6 Ante!-LPA-80063-4CF-EDIN-X-Panel 8 6 Commscope-SB61HH-1D65C-Panel 9 3 Commscope E15R05P19 TMA 10 122.0 2 Commscope RC2DC-4750-PF-48 RET Platform w/Hand Rails (2)15/8"Fiber 11 3 Alcatel-lucent RRH AWS RRU (18)15/8" Verizon 12 3 Alcatel-Lucent 825 RRH4x30-4R RRU 13 3 Alcatel-Lucent 013 RRH4X30-4R RRU _ .• I 14 78.0 1 GPS Direct Mounted (1)Y" *Metro is Decom'd at 140'rad but their Lease is active until 12-9-18 so their leased loading is included until they are decom'd. Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. Items Qty. Antenna Descriptions Mount Type &Qty. Owner Elevation Transmission It/ Lines 1 3 Ericsson/AIR 21 B4A/B2P-Panel 2 3 Ericsson/AIR 21 B2A/B4P-Panel (6)15/8" 3 147.D 3 Commscope/LNX-6515D5-A1M-Panel Low Profile Platform (1)1 5/8" Fiber T-Mobile I 4 3 Ericsson/KRY 112114-TMA (1)14/4"LMU 5 3 Ericsson/511812-RRU All transmission lines are considered running inside of the pole shafts. TES Project Number:30768 Page 3 February 23,2017 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above,are summarized as the following: Anchor Pole shafts Bolts Base Plate Max. Usage: 64.4% 62.4% a Pass/Fail ( Pass Pass Pass Foundations Moment(Kip-Et) Shear(Kips) Axial(Kips) Analysis Reactions 3327.7 32.3 74.9 The foundation has been investigated using the supplied documents and soils report and was found adequate.Therefore, no modification to the foundation will be required. Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSIffIA/ESA 222-G for the installed antennas.The maximum twist/sway at the elevation of the proposed equipment is 0,6974 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA/EIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number:30768 Page 4 February 23,2017 Standard Conditions 1. This analysis was performed based on the information supplied to (TES)Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client. TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. Secondary component or connection secondary components, welds and bolts are assumed to be able to carry their intended original design loads. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes,TES should be notified in writing and the applicable minimum values provided by the client. 7. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis.TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions,TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 8. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number:30768 Page 5 February 23,2017 • rHy of Nnrthnmptnn Building Department SITE NAME: SH218/GOLF RAWLAND 212 Main T • •Mobile• I Northampton. MA 01060 T-MOBILE NORTH EAST LLC 25L OLD WILSON ROAD art-cc-2 312k coup Naabrouc�' ' om NORTON, MA2502756 02 z]OO LB NO PTHAV PTO \ , VA 01062 T-MOBILE TECHNICIAN SITE SAFETY NOTES HYDROGEN STORAGE MODNI F REMOVAL SPFOAI LOCATION SPECIAL RESTRICTIONS 4 CONSTRUCTION WORK NOTE (REWI ATORTANTENNA/ CW A B COMPUANCE SAFETY RFQUIRFMFNT)' SECTOR J III PRIOR TO THE INSTALLATION OF ANY NEW SECTOR A ACCESS NOT PERMITTED GROUND-MOUNT EQUIPMENT, GENERAL CONTRACTOR SITE NUMBER: 451-10218C SECTOR B: ACCESS NOT PERMITTED SHALL DECOMMISSION THE EXISTING T-MOBILE SECTOR C: ACCESS NOT PERMITTED HYDROGEN STORAGE MODULE (HSM), REMOVE MD GPS/LMU: UNRESTRICTED' SPA ON.CIO OPDN5 CO IF In RETURN HSM EQUIPMENT TO T-MOBILE WAREHOUSE. (*CAUTION: OSHA-APPROVED PORTABLE 8' rvsELRDuci umx E..Is31115::721 REMOVE EXISTING CONCRETE PAD MD RESTORE STEP-LADDER REQUIRED) EQUIPMENT SURROUNDING COMPOUND 9S. ONEtI MATCH PROJECT: 'I-MOBILE L700 RADIO CABINETS; UNRESTRICTED STORAGE OR CONDITIONS. ON-SDE TEMPORARY PPC DISCONNECT: UNRESTRICTED STORAGE OR DISPOSAL OF H&I EQUIPMENT, CONCRETE RUBBLE OR EXCAVATION SPOILS IS MAIN CIRCUIT D/C: UNRESTRICTED pr©Terra PROHIBITED. TONER TOP EQUIPMENT (ANTENNAS, NIU/T DEMAFC: UNRESTRICTED UNES) MAY BE INSTALLED PRIOR TO THE REQUIRED CONFIGURATION: 702Cu OTHER/SPECIAL: NONE HSM EQUIPMENT REMOVAL DESIGN GROUP, LLC suite 201) GENERAL NOTES - PROJECT INFORMATION Hooey, MA°01033 500(00001035 (413)320-491° 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK Noxu F ...._.. OF T-MOBILE NORTHEAST, LLC. ANY DUPLICATION OR USE WITHOUT EXPRESS µo`4 SCOPE OF WORK'. UNMANNED TELECOMMUNICATIONS FACILITY T-MOBILE ..' WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY % EQUIPMENT MODERNIZATION P�jH DE'�DgSS GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY Oe, ' �Q q�, AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY P( ole¢m,e ZONING JURISDICTION: 4 ILe e = y ALLOWED. & BASED ON INFORMATION PROVIDED BY T-MOBILE g J E M. G 2.THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. o REGULATORY COMPLIANCE PROFESSIONALS AND LEGAL S �4. NO COUNSEL. THIS IELECIDERED CN EQUIPMENT e S 4 IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE DEPLOYMENT IS CONSIDERED AN ELIGIBLE FACILITY UNDER 0 kr MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY THE MIDDLE CLASS TAX RELIEF AND JOB CREATION ACT eitU SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING T 5OF 2012. 4] USG 1455(A), SECTION 6409(A), AND ISPUBLIC ACCESS PER ADA REQUIREMENTS. SUBJECT TO AN ELIGIBLE FACILITY REQUEST, EXPEDITED �4�3.CONTRACTOR SHALL VERIFY ALL PUNS AND EXISTING DIMENSIONS AND RENEW ANO LIMITED/PARTIAL ZONING PRE-EMPTION FOR C�,i1CONDITIONS ON THE JOB SNE ANO SHALL IMMEDIATELY NOTIFY THE T-MOBILE °° LOCAL DISCRETIONARY PERMITS (VARIANCE, SPECIALp1 F�q 1 1 NORTHEAST. LLC REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE < PERMIT, SITE PLAN RENEW OR ADMINISTRATIVE REVIEW). X11 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. V T-MOBILE E911 254 OLD WILSON ROAD III SPECIAL CONSTRUCTION NOTES °m ADDRESS: NORTHAMPTON, MA 01062 1. TOWER OWNER SHALL PROVIDE GLOBAL STRUCTURAL STABILITY ANALYSIS OF �' SBA BUSINESS ADDRESS: 254 OLD WILSON ROAD EXISTING ANTENNA SUPPORT STRUCTURE. GENERAL CONTRACTOR SCOPE OF y NORTHAMPTON. MA 01062 APPROVED BY: JMM/TEJ WORK SHALL INCLUDE ALL REQUIRED STRUCTURAL MODIFICATIONS. RE-BUNDLING LATITUDE: 42.295420 (FROM T-MOBLE REDS) OF COAXIAL CABLES OR OTHER SPECIAL MODIFICATIONS AS OUTLINED THEREIN. ) 2.ENGINEER-OF-RECORD HAS MADE A VISUAL ASSESSMENT ONLY OF EXISTING j LONGITUDE: -22.562216 (FROM T-MOBLE REDS) SUBMITTALS ANTENNA MOUNT ASSEMBLIES, WITHOUT THE BENEFIT OF A RIGOROUS ANTENNA \\\) JURISDICTION'. �' NN uswlu' W MOUNT STRUCTURAL ANALYSIS. AND RECOMMENDS THAT EXISTING AND PROPOSED CITY OF NORTHAMPTON TOWER TOP EQUIPMENT BE INSTALLED AS DEPICTED HEREIN. STRUCTURAL DE ALS 'f CURRENT USE: TELECOMMUNICATIONS FACILITY AS DEPICTED HEREIN FOR MODIFICATION OF EXISTING ANTENNA MOUNT PROJECT ASSEMBLIES ARE PRELIMINARY ONLY AND THAT FINAL CONSTRUCTION DETAILS MAY PROPOSED USE: TELECOMMUNICATIONS FACILITY BE SUBJECT TO CHANGE PENDING THE COMPLETION OF A SEPARATE SITE SUPPLEMENTAL ANTENNA MOUNT STRUCTURAL ASSESSMENT. SUPPLEMENTAL TOWER OWNER: SBA INFRASTRUCTURE. LLC STRUCTURAL MAPPING/CONDITIONS ASSESSMENT REPORT AND/OR SUPPLEMENTAL • RIGOROUS ANTENNA MOUNT SIHUCTURAL ANALYSIS. SBA SITE ID: MAI 3219-A 3.PROTERRA DESIGN GROUP ASSUMES THAT THE TOWER IS PROPERLY 02/27/17 'mm CONSTRUCTED AND MAINTAINED. ALL STRUCTURAL MEMBERS AND THEIR SBA SITE NAME'. NORTHAMPTON 2 E 02/15/17 ISSUED FOR lmv CONNECTION ARE ASSUMED TO BE IN GOOD CONDITION AND ARE FREE FROM ' SBA REGIONAL MITCH WEST DEFECTS WITH NO DETERIORATION TO ITS MEMBER CAPACITIES SITE MANAGER: (51 B) 852-9244 gu[rvunu[e. 4SH021BC SITE NAME APPROVALS /� DRAWING INDEX sH21 B/GOLF RAWLAND SHET DIC SAFE SYSTEMDESCRIPTION REV. SUE ADDPESS: NO. PROJECT MANAGER DATE (MA, ME, NH, \I, VT): 254 OLD WILSON ROAD p p T-1 TITLE SHEET 1 NORTHAMPTON, MA 01062 CONSTRUCTION DATE iii. 1 -888-344-7233 GN-1 GENERAL NOTES 1 SHEET TITLE\VV� BEFORE / A-1 COMPOUND Sc ELEVATION PLAN 1 RF ENGINEERING DATE CALL BEFORE YOU DIV TITLE SHEET A-2 EXISTING & PROPOSED ANTENNA PLAN 1 ZONING / SITE ADD. DATE (CT): 1 -800-922-4455 A-3 DETAILS 1 S-1 STRUCTURAL DETAILS 1 sHrr-r NUMBER OPERATIONS DATE UNDERGROUND SERVICE ALERT E-1 ONE-LINE DIAGRAM & GROUNDING DETAILS 1 T-1 TOWER OWNER DATE GROUNDING NOTES GENERAL NOTES T • •Mobile• T-MOBILE NORTHEAST LLC 15 COMMERCE WAY, SUITE B 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE I. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED. FABRICATED AND ERECTED NORTON, MA 0]]66 EXISTING FACILITYGROUNDING SYSTEM AND LIGHTNING SHALL APPLY' IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE OFFICE; (505) 366-7700 PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR ASTM A36 (FY = 36 KSI) UNLESS OTHERWISE NOTED, PIPES SHALL BE ASTM STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE CONTRACTOR - SBA COMMUNICATIONS CORP. A53 TYPE E (FY = 35 KSI). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE AHJ), THE SITE-SPECIFIC (UL LPI. DR NEPA) LIGHTNING OWNER - T.-MOBILE FIELD ATTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. PROTECTION CODE, AND GENERAL COMPLIANCE WITH S BA SULCORDIA AND 1A GROUNDING STANDAANY O . THE 2 PRIORTO THE SUBMISSION IU BIDS. H HEBIDDING INGCONDITIONS OSUBCONTRACTORDITISHALL 16. CONSTRUCTION SHALLICOMPLYRWITH UMTS SPECIFICATIONSF AND "GENERAL Itil SUBCONTRACTOR SHALLOREPORT ANY VIOLATIONSSOTIOR ADVERSE VISIT THE CELL SITE NABWITHCTHE EXISTING OON pIOIN AND TO CONSTRUCTION SERVICES FOR CONSTRUCTION OF T-MOBILE SITES." FINDINGS TO THE CONTRACTOR FOR RESOLUTION. CONFIRMSTRTHAT THE WORK CANANBE ACCOMPLISHED AS SHOWNLON THE CONSTRUCTION DRAWINGS. CTO DISCREPANCY FOUND SHALL BE BROUGHT TO 2- ALL GROUND ELECTRODE SYSTEMS (INCLUDING THE ATTENTION OF CONTRACTOR. 17. SUBCONTRACTOR SHALL VERIFY ALL ALL DIG DIMENSIONS AND CONDITIONS See COMM.IN IIONS9IN TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC PRIOR TO COMMENCING ANY WORK. ALL SMUST BE OF EXISTING OROI.GRORN Miff POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED- SUBCONTRACTOR gi UMOWUGY xx NI#'EA IB(503:151J�0 GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL NOTIFYOTHE EDINGAWITH O ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH LONSiRULT10N. ACCORDANCE WITH THE NEC. SHALLICES. ALLS,APPROPRIATEGUIS.NOTICES AND D WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS. AND LAWFULORDERS OF ANY PUBLICAProTerra 3. THE SUBCONTRACTOR SHALL PERFORM IEEE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED I6' THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY E FALL-DF-POTENTIAL RESISTANCE TD EARTH TESTING (PER IEEE OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY CONSTRUCTIONR WORK BY SUBCONTRACTOR SHALLNOT DISRUPT THE EXISTING 1100 AND 81) FOR NEW GROUND ELECTRODE Sib-LENS. THE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND NORMALOPERATION. ANY WORK ON EXISTING, EQUIPMENTOULDMUST D APPLICABLE REGULATIONS, COORDINATED WITH CONTRACTOR. WAUSUALLY WORKSHOULD A ISC ODS FOR AN DESIGN GROUP, LLC SUBCONTRACTORLSHALLN FURNISH AND INSTALLIEVSUPPLEMENTAL ESUL APPROPRIATE MAINTENANCE WINDOW IN LOW TRAFFIC PERIODS AFTER GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO MIDNIGHT. 4 Say Rood.Building A OF 5 OHMS OR LESS. SHOW OUTLINE ONLY, R 3w 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN amey, ua 01065 PA(413)320- 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS. WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION, EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER EQUIPMENT. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL EQUIPMENTEXPOSETH WORKERSBSHUTDOWN PRIOR TO PERFORMINGANY WORK THAT . __ CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCECOULD THE TO DANGER. PERSONAL RF EXPOSURE MONITORS WITH THE NEC. SHALL BE FURNISHED AND INSTALLED WITH INSTALLATONS AS INDICATED ON THE DRAWINGS. ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. ��Tf\Df1gsq THE POWER SURCUITS TO 9Th EQUIPMENT. 6. "KIRING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL J E M. Cy zO. SUBCONTRE T R'S W ROUES. ? p • BE SUPPLIED BY CONTRACTOR. ITEMS NOi INCLUDED IN THE BILL OF SUBCONTRACTORS WORK SHALL COMPLY WRN ALL APPLICABLE NATIONAL, RENO S EACH BTS CABINET FRAME SHALL RE DIRECTLY CONNECTED TO MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SVBCONIRACTOR. STATE.ICTO LOCAL CODESTHE LOCATION.ON BY THE ITCNL AUTHORITY HAVING .Fj THE MASTER NT GROUND BAR WITH RO GREEN INSULATED, 6AWG i '•+ W SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN L (AHJ) FOR THE THE EDITION OF THE AHJ ADOPTED V 1 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL 1i N0 71c5, y COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED GOVERN THE DESIGN. �} t 4Q' COPPER FOR OUTDOOR BIS. STATED OTHERWISE. I .6, 0, BUILDING CODE'. MASSACHUSETTS STATE BUILDING CODE 780 CMR - 8TH iti+C1Ail 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE NM F wy 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION EDITION ANO PMENDMENiS SIL CONNECTIONS BELOW GRADE. SPACE FOR APPROVAL BY THE CONTRACTOR. ELECTRICAL CODE'. NEC 2014 AND AMENDMENTS MINIM 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR 9. SUBCONTRACTOR G SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, AND PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED TI CABLES. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE APPROVED BY: JMM/TEJ CONNECTIONS, TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/DR FOLLOWING STANDARDS: /TEN SHALL ADD NEW TRAYS AS NECESSARY, SUBCONTRACTOR SHALL CONFIRM THE 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY ACTUAL ROUTING WITH THE CONTRACTOR. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE REQUIREMENTS SUBMITTALS BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. FOR STRUCTURAL CONCRETE; BAR. In'. drt 01531140111 61 CUR\BS, LANDSCAPING AND STRUCTURES, ANY DAMAGED PART SHALL BE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE SHALL NOT BE USED FOR GROUNDING CONNECTIONS, OWNER. MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION, 10. MISCELLANEOUS ELECTRICL AND NON-ELECTRICAL METAL 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED TO THE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE STANDARDS FOR STEEL EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S GROUND RING, IN ACCORDANCE WITH THE NEC. DESIGNATED LOCATION. I 01/m/17 iss ae ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES', REFER TO 0 02/15/1702/15/17E EWER MR�M`91® 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN REGARDING MATERIAL. METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, SITF NUMRFIR GROUNDING TYPE CONDUIT CLAMPS. CONCRETE INSTITUTE (ACI) 301. THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN, WHERE THERE IS 4SH021 BC CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, SITE Nnmr. 12, ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING 14. ANY NEW CONCRETE NEEDED FOR CONSTRUCTION SHALL BE AIR-ENTRAINED THE SPECIFIC REQUIREMENT SHALL GOVERN, HAVING 20 FT. OR MORE OF 1/2 IN. OR GREATER AND SHALL HAVE 4000 PSI STRENGTH AT 25 DAYS. ALL CONCRETE WORK SH218/GOLF RAWLAND ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. srtADDRESS. BONDED TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING W2 AWG SOLID BARE TINNED COPPER 254 OLD WILSON ROAD GROUND WIRE, PER NEC 250.50 NORTHAMPTON. MA 01062 ABBREVIATIONS SHEET TITLE ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED AWG AMERICAN WIRE GAUGE G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY GENERAL NOTES BTCW BARE TINNED SOLID GRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED COPPER WIRE MGB MASTER GROUND BAR TBR TO BE REMOVED BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED SHEET NUMBER BTS BASE TRANSCEIVER STATION PROPOSED NEW OR (P) TIP TYPICAL EXISTING EXISTING OR (E) N.T.S. NOT TO SCALE VIF VERIFY IN FIELD GN-1 EGB EQUIPMENT GROUND BAR RAD RADIATION CENTERLINE (ANTENNA) EGR EQUIPMENT GROUND RING REF REFERENCE EXISTING T-MOBILE 2106 EXISTING T-MOBILE CABINET (DARK) HYDROGEN SWITCH m HYDROGEN SAFETY ZONE --� EXISTING T-MOBILE ANTENNA MOUNT STRUGIURAI DESIGN NOTE: 1 k .MobileM 104 X 10't CONCRETE PAD ENGINEER-OF-RECORDASSE HAS MADE A VISUAL ASSESSMENT ONLY OF EXISTING ANTENNA MOUNT ASSEMBLIES, WITIOUT THE BENEFIT OF A RIGOROUS ANTENNA EXISTING T-MOBILE HYDROGEN MOUNT STRUCTURAL ANALYSIS, AND RECOMMENDS THAT E%ISPNG AND PROPOSED T-MOBILE NORTHEAST LLC CELL CABINETS ON CONCRETE PAD TONER TOP EQUIPMENT BE INSTALLED AS DEPICTED HEREIN. STRUCTURAL DETAILS 15 WAY, SUITE R TO BE DECOMMISSIONED (SEE NOTE) 1 / ALPHA AS DEPICTED HEREIN FOR MODIFICATION OF EXISTING ANTENNA MOUNT OIRTON, MA 02766 _ SECTOR }0' ASSEMBLIES ARE PRELIMINARY ONLY AND THAT FINAL CONSTRUCTION DETAILS OFFICE.COMMERCEE) 2U0-2]00 I • I I MAY BE SUBJECT TO CHANGE PENDING THE COMPLETION OF A SEPARATE EXISTING T-MOBILE RBS 3106 CABINET SUPPLEMENTAL ANTENNA MOUNT STRUCTURAL ASSESSMENT, SUPPLEMENTAL 111 1� • STRUCTURAL MAPPING/CONDITIONS ASSESSMENT REPORT AND/OR SUPPLEMENTAL • 16' rilI WITH 6131 UPGRADE INSTALL PROPOSED RIGOROUS ANTENNA MOUNT STRUCTURAL ANALYSIS. • RAN EQUIPMENT IN ET45TNG 3106 EXISTING T-MOBILE CPS ON J M I EX�NG(RIDER L FINAL RIDS) EXISTING ICE BRIDGE POST EXISTING PURCELL SBA 1•N R e • EXISTING T-MOBILE PPC [_ FCIAL PRE-CONSTRUCTION WORK NOTE (SBA-PROW/ED TOYFR SBA GAMMA 11 • = • I © STRUCTURAL ANAI TSIS SPECIAL FPIIIPMFNT INSTAL LATCH REQUIREMENTS): SECTOR 270' ' f T-MOBILE FEED LINES GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SPECIAL OR (SCHEDULE A) TRW SUPPLEMENTAL ADDITIONAL TOWER-MOUNTED EQUIPMENT PER BACOMMUNCAADNSCORP m • •Y1 e 4Sagall.11 EXISTING T-MOBILE RECOMMENDATIONS FROM SBA-PROVIDED TOWER STRUCTURAL ANALYSIS AFA ROAM Sunn1S IF AGA 251.72A/ ° 15'%15' LEASE AREA FOR ANY SPECIAL SHIELDING OF TOWER TOP EQUIPMENT AND FOR ANY Sn618OAWGwRu MA, PROPOSED T-MOBILE SPECIAL FEEDUNE BUNDLING OR RELOCATION. • AMTpNA MODIFICATIONS ALL ALL • E%ISTNG MONOPOLE • A-2 A-3 BETA EXISTING EXISTING 61TALL h Q OF PROPOSED T-MOBILE ANTENNAS SECTOR / • 111150. RArvDHOLE V % ProTerra W/BARBED MIRES EIEV. 14]'S AGL (SBA DATABASE) HYDROGEN STORAGE MWUIF REMOVAL SPF01/J ALL ALL IL) DESIGN GROUP, LLC • EXISTING CONSTRUCTION WORT( NOTE (RFWLATORY A-2 A-3 I) 1 • METER CENTER COMPLIANCE SAFETY RFWIRFJAENT)' . ' A U • R • ' PRIOR TO THE INSTALLATION W ANY NEW u ) ;yyE ..' suFte no a Aped (413)320-49Th I GROUND MOUNT EQUIPMENT, GENERAL CONTRACTOR tci EXISTING SHALLDECOMMISBON )HE DOSTNG T MOBIL£ EXISTINGARD. r t COMMUNICATION HYDROGEN STORAGE MODULE (HSM) REMOVE AND j * "- DOUBLE GATE CABINET RETURN HS1 EQUIPMENT TOT MOBILE WAREHOUSE, '), 1@. - `f){OF M)Iss EXISTING BOLLARD, TW.�o REMOVE EXISTING CONCRETE PAD AND RESTORE E I^ F Ld CCP fC EXISTING CSC J EQUIPMENT COMPOUND SURFACE TO MATCH © T-MC81lE $y „ , yS .f. SURROUNDING CONDITIONS. ON-SITE TEMPORARY FEED UNES T j•' J, � D p4 J ENO. E%ISTNG TRANSFORMER STORAGE OR DISPOSAL OF HSM EQUIPMENT. R Tyk.M 33 • .� NO EXISTING MESA CABINET CONCRETE RUBBLE OR EXCAVATION SPOLS IS ?-� 504 PROHIBITED. TOWER TOP EQUIPMENT (ANTENNAS '+ ' r, - �' c��D 1� LINES) MAY SE INSTALLED PRIOR TO THE REQUIRED E%ISTNG 1494 ,'1 HSM EQUIPMENT REMOVAL .t,;ND Y�B Q en ' MONOPOLE \\\\\\\1 '� , COMPOUND PLAN / ` 20 10 0 20 �j yIf.��. ,� SCALE'. I '=20 (11"%17") A-1 d a NM c'• 1-=10' (22--x34") FRgJNE AA SCHEDULE FEEDLINE DESQRIma4 LOCA11 1 d —���. EXISTING T-MOBILE EN ICE BRIDGE EXISTING T-MOBILE HYDROGEN EXISTING T-MOBILE TP CA IAA CELL CABINETS ON CONCRETE 2106 CABINET (DARK) TO REMAIN: (6) 111' COAX&(I)HYBRID UP INSIDE W A TRUNK TO 147 PAD PAD TO PAD TO BE DECOMMISSIONED EXISTING T-MOBILE GPS EMST1NO TO BE LMU JN: RAO APPROVED BY JMM/rEJ © (SEE NOTE) ANTENNA ON ICE BRIDGE POST (I)LMU BUNDLE W T-MWhE REN UNES EXISTING T-MOBILE HYDROGEN SWITCH NOTE Eesnxc r-M6BLE Ea1D AND FE mwLlwv NG V SUBMITTALS Na /.. EN IIWIENID FIELD WEERCOMMONS FATS AHO FEEONHE LEASING iyy. PP pSOIPIFN BY 1 y�Ja•yq T-MOBILE FEED UNES ENTS MAY PFREEEFR� TO SBA-PROVIDED 9... . - tf �.JA FAIL) :�' L A i'I/ J y, �, { 'U E WSTLATIXI REQUIREMENTS. STACKING. BSTRUCTURAL AHALYSS FOR SPECIAL IMWHG 1! SHIELDING MpMTNO um RELOCARON OF L EIOSTWG CR PRgWSED FEMMES) 'I •. lafkiitimpiamb • - m/n/] w JEB Y. • AM.iii �: Y Y // / - m/s/T EDA twS JCI d BA REMEW 1%. A / � E%ISTING 7-MOBILE RBS r }� ~X •/ 'J •1'� TTI • f o .,,E�BLH: Ips , / tlV )A •1• A,Y E3106XIS CABINET WIIN 613I �4(' UPGRADE. INSTALL a {•+€ 1 AO. s '• Ve-.. ,.jP 4SH021BC PROPOSED RAN EQUIPMENT ARS i SITE IN ERRING 3106 CABINET '// A k (REFER TO FWAL RFOS) F�[IN.• got_`IM 4.'�I '1 T ''iS SH21 B/GOLF RAWLAND• r� A A • .Y %-(J") Y� ., w J A ADDRESS it V4y T EXISTING i MOBILE .. _ - �� B ,1./' •� 254 OLDE WILSON ROAD lye 'i PPC (WITH PURCELL Y/ `f� _ NORTHAMPTON, MA D1Dfi2 194:Wk`s BEHIND IN PHOTO) r - " LL��( "C x d:,. Z:. it suLu mu . . ' 'Jh :: COMPOUND & )' t r.: ELEVATION PLAN • IMAGE SOURCE PROTERRA 01/24/17 IMAGE SOURCE'. PROTERRA 01/24/17 IMAGE SOURCE. PROTERRA 01/24/17 FEEDLINE PHOTO PARTIAL ELEVATION SHEET NUMBER EQUIPMENT PHOTO DETAIL DETAIL AT TOWER BASE �M PHOTO DETAIL �� A-1 SCALE: NT.S. A-1 SCALE: N.T.S. A_1 SCALE: N.T.S. �A_4," ANTENNA MOUNT STRUCTURAL DESIGN NOTE: T • •Mobile • ENGINEER-OF-RECORD HAS MADE A VISUAL ASSESSMENT ONLY OF EXISTING ANTENNA MOUNT ASSEMBLIES. WITHOUT THE BENEFIT OF A RIGOROUS ANTENNA T-MOBILE NORTHEAST LLC MOUNT STRUCTURAL ANALYSIS. AND RECOMMENDS THAT EXISTING AND PROPOSED 15 COMMERCE WAY, SUITE B TOWER TOP EQUIPMENT BE INSTALLED AS DEPICTED HEREIN, STRUCTURAL DETAILS NORTON, MA 02766 EXISTING T-MOBILE PANEL AS DEPICTED HEREIN FOR MODIFICATION OF EXISTNG ANTENNA MOUNT OFFlL6. (506) 2B6-P00 ,_—ANTENNA TO REMAIN (TYP. OF ASSEMBLIES ARE PRELIMINARY ONLY AND THAT FINAL CONSTRUCTION DETAILS �/• f'1'� MAY BE SUBJECT TO CHANGE PENDING THE COMPLETION OF A SEPARATE 2 PER SECTOR. TOTAL OF 6) SUPPLEMENTAL ANTENNA MOUNT STRUCTURAL ASSESSMENT, SUPPLEMENTAL EXISTING T-MOBILE TMA ON STRUCTURAL MAPPING/CONDITIONS ASSESSMENT REPORT AND/OR SUPPLEMENTAL EXISTING SAFETY CLIMB a E� -� SECTOR FRAME TO REMAIN (TYP RIGOROUS ANTENNA MOUNT STRUCTURAL ANALYSIS. A AND CLIMBING PEGS ,........„........,:s...e� Of I PER SECTOR ALPHA AND UMTS/ SECTOR /L► r\ ' E GAMMA, TOTAL OF 2) UMTS/GSM/LiE J `(/ ALPHA GAMMA SECTOR 7-4±-•Etri--)e.--.UMis/GSM/LTE " '." SPFOAL PRF-PONSTRIKTM1 WIRE NOTE (WA-PROVIOfn TONER CTRUPTURAI REBRA EXISTNG PIPE MOUNT IN ' •R"\' • POSITION 2 (TYP. OF 1 PER GENERAL CONTRACTOR STIALL FURNISH AND INSTALL ALL SPECIAL OR CD lois o, CIUSECTOR ALPHA AND GAMMA, SUPPLEMENTAL ADDITIONAL TO'MR-MOUNTED EQUIPMENT PER RECOMMENDAPONS su• /y//• TOTAL OF 2) FROM SBA-PROVIDED TOWER STRUCTURAL ANALYSIS FOR ANY SPECIAL SHIELDING a O O Ci Anu 6 malamaT /� A• OF TOWER T EQUIPMENT AND FOR ANY SPECIAL FEEDUNE BUNDLING OR / PMOE ha Nfoiro//I RELOCATION. i•,/N//n, 14/17:n ;,�� — 11112411114111741.514/17:1154.8" /;;1/,,,ll;;, ,,,;; , NOTE'. ProTerra y� 'aY ym�//ly///ii/° REFER TO THE FINAL RF / NMO};��� l/y//�lQl/+•• EXISTING T-MOBILE TMA BEHIND DATA SHEETFORFINAL N M,.y>� N ANTENNA TO REMAIN (nn OF ANTENNA SETTINGS. DESIGN GROUP. LLC �f. i .:"` - 0.X.... I PER SECTOR BETA ONLY) Boy Reed. Bra" ASuite aNNE A 01035 Ph:(413)320-00v MTS 2 BET; SHAT:CTOR �,,"\I OF SSS' UMTS 15SM/LTE y 150' a PROPOSED V-ERACE —PROPOSED T-MOBILE L)0 ANTENNA® ? A .'E M. C / ® REONFORCEAENT CIT CR PROPOSED MOUNTING PIPE TW. , �fi•- NO ABOVE MTN° d- I PER SECTOR, TOTAL 6 ONW S p II EI, XISTING T-MOBILE TMA BEHIND —EXISTING T-MOBILE TMA ON T22X11EXISTING ANTENNA PLAN / 1ANTENNA TO REMAIN (RR. OF SECTOR FRAME TO REMAIN (T )PER SECTOR BETA ONLY) OF 1 PER SECTOR ALPHA AND/IscALE: N.T.s. `A_ ,i GAMMA, TOTAL of z) �bkklll � /r. NM.f�^ et , 1 APPROVED B '. EXISTING T-MOBILE PANEL E%ISnNG T-MOBILE PANEL ANTENNA TO REMAIN (THP. OF �te•% 2 PER SECTOR. TOTAL OF 6) ANTENNA TO REMAIN (TYP. OF I —�\ SUBMITTALS /' EXISTING T-MOBILE TMA ON 2 PER SECTOR, TOTAL OF 6) m MTI r1a1 A EXISTING SAFETY CLIMB \ SECTOR FRAME TO REMAIN (TN, ALPHA SECTOR AND CLIMBING PEGS OF 1 PER SECTOR ALPHA AND UMTS/GSM/LTE/1/]00 ' - L\ GAMMA, TOTAL OF 2) JO' I lir /� GAMMA SECTOR G s PROPOSED T MC9IE L700 \ '/!'—I • UMTS/GSM/LTE/V00 / 2]0' 'T •( MOUNTIANTENNG RPE (PROPOSED 1 ® M E OF PROPOSED 7-MOBILE ANTENNAS I ~� Y PER SECTOR, TOTAL CF 3) ® •• ELEV.= 14Y} AGL (SBA DATABASE) t -- i• ` ` PROPOL4D T-MOBILE RRU BEHIND 1.2 ALL 1 a 01/27/7 I.ID4N PIA waiRocrw 01/8 �E'. `l*' ////////I e a worn 7 w rvR awn u PROPOSED V-STABID3fA Al ♦� Op/I PROPOSED /JITENNA HPE MOMT A_2 A_3 /. / •11 L . , • ®RENFgME NTF NIT \- E NOPOL I //y/ ///hl ( P. O 1 PER SECTOR, RTA O I A MONOPOLE IA )////ii/ , ® ABONE FlIL51NG �IL� 1/1 I M/ WMz ' 1% \ �� PUffOPM �a N /,y [ /4p/p•(� �n� 451402180 l yN//'R/,/ �/ P' SH218/GOLF RAWLAND PROPOSED PLATFORM ��> :0:7 rT�� /•• SID NNE REINFORCEMENT EXIT WT • ti X EXISTING T-MOBILE TMA R. FD •\�` ®B"`°"PLATFORG /•`�{'C.. 'S = ERREMAIN QYP OF � \ PIDITTJOT �C,./ 2'+ 1 PER SECTOR BETA ONLY) PROPOSED PLATFORM RRADDRESS W WO MP REINFORCEMENT KIT BELOW _ 254 OLD WILSON ROAD Etl' SAND PLATFORMrvORTHAMPTOrv, MA 01062 1254 PROPOSED T-MOBLE NNU j BEHHO PROPOSED ANTENNA 1 BULLI m¢ BETA SECTOR ® HPE MOUNT (MP. OF I PER UMTS/CSM/LTE/1/]00 ® SEOTTOTAL 3) • EXISTING & PROPOSED I�, y 150' IMAGE SOURCE: PROTERRA 01/24/17 ANTENNA PLAN 1 NOTE: ONE SECTOR SHOWN FOR CLARITY Eg IA aP, PROPOSED ANTENNA PLAN r2 ANTENNA PHOTO DETAIL /-3- SIAM!NUMBER A. 4 SCALE: NLS SCALE: NIS. A-2 FFTY - T • •Mobile• NONE AL CONTRACTOBR ASHALL RE TENT EXISTING T-NERAL C OR SHALL RE-NT(IENT E (SHO NG LARRODR ORIENT REFERENCE) PROPOSED UNTSPLATFORM THAT SKIT 15 COMMERCE WAY. SUITE B COLLAR-MOUNTS IS NOT TS SO THAT F)DJTNG SAFETY CLIMB PROPOSED 2-3/e TO 2-7 'TO. PROPOSED 2' BPIBO NOMINAL (2-J/BO G). X NORTON, 61725 CABLE NOT MO T ISBN-R IN PH FROM © JL (sit LOT AT TOP OF I WALL) MOUNTING PPE (8'-0' LONG). (NP. OFr1cF: (505) 166-1700 CONACT ALIGNMENT MID IS NOT IN PHYSICAL ® PPL (SITE PRO 1 PART T AL%3-I 3. OF 1 %PE PER SECTOR, TOTAL Cr 3) CONTACT NTN EXISTINGAW OR PROPOSEDGEN (TIP. OF I PER SECTOR( TOTAL OF 3) PROPOSED ANTENNA TO PIPE COLLAR-MOUNT HARDWARE. GENERAL CONTRACTOR PROPOSED 2_1/3. S0140 NOMINAL mil SHALL INSTALL NEW OR ADDMONAL SAFETY-NCNB CLAMP (INCLUDED W ANTENNA) PROPOSED ANTENNA TO CABLE GUIDES IF ADDITIONAL Cl FAAANCE IS © (3-)/r O.D. X C30J WALL) PPE PIPE CLAMP (INCLUDED REWIRED. ADDITIONAL CABLE GUIDES SHALL BE ® FOR TOP RAIL (116 LONG. VAfJ• rPNCPoSED T-MOBILE LTW a S w WTI ANTENNA) ATTACHED SECURELY TO THE POLE USING TW. Cr I PER BE CIU (3 TOTAL) 1 ANTENNA ON PROPOSED A IIIE MECHANICAL FASTENERS OR FIELD WELDED BY A I MOUNTING PIPE (TVP. Cr 1 gay D - w CERTIFIED WELDING TECHNICIAN. PROPOSED V-BRACE NN_ RCEENTMS-B) �ITT PER SECTOR TOTAL OF 3) 'I H- `—'l ppmNG SECTOR MOUNT _ •—WIRI > 6 s c oSiF1 _ ht 1 510 25 �I EXreOLG— MONOPOLE NOTE: OTHER SECTORS Pr©Terra NOT SHOWN FOR CLAPIN 1y'-`A`�P AS` �." WFfIAI WORK NOW. r 1VERTICALLY CENTER THE PIPEDE3 4N GROUP, LLC a i ` } < MAST AND THE PROPOSED ANTENNAS ON RIE EXISTING 4 Boy And, 001111101 Asrt•200 Hadley, MA Ma TOTAL 13) IN nn PLATFORM IRAMEW PRO T gTi (RSI; ACCOMODATE PIPE PIPE. VD U BOUT 93E) - PROPOSEONG]OOILRAD f • ��P`'lN6s Ph:(413132H-4915 EXISTIPRO 1 PART PRK XO, (NOTE V.I.F. SLOTS N FRAME FACE WILL .II 1 OF MNggq L700 ANTENNA 1 0 V ... . ..... 1zMAX iELEV14]1AGL b_ -- V --. -I --__ S ��:RENO SPECIFICATIONS - - : g WI MANUF. COMMSCOPE }0' MIN. I B 1)NO T O I y EXISTING là 4, A PROPOSED U-BOLTS FOR 2-3/Y 0.0. MODEL # LNX-651505-AIM �' CABLE 45' CC13 ��'/I �. PORT. TIP. MAX.A 6]" ' NAI 4 ^,0q 1 HEIGHT 96.4" (FOR V1 YADTH11.9" PRH-HD) a DEPTH ].1• vl — l WEIGHT 50.31 LBS. p I °I: I . _ : 16 APPROVED BY: JMM/TEJ --=0 CONNECT ID OUTER E—Emo SUBMITTALS T STANDOFT ARIA SEGMENT, I NEWT6F —'— NP.. FPMD Y BOLT ® m. DATE o¢ww w m / LENGTHS REWIRED L700 ANTENNA DETAIL ® / 0 SCALE: N.T.S. --" ti- PROPOSED T-NOBLE RRU ON PROPOSED PIPE. TIP. OF 1 PER SECTOR (3 TOTAL) MOUNTED BEOW PLADOMM BEHIND ANTENNA. USENW 111/11/11 IS EA eadlennn1 NEA w MINIMUM REQUIRED PROPOSED RRU MOUNRNC ERAOQT (ESI(-INDIA 0 02/15/11 4914 (" CLEARANCES PM36WTP T / 107 /1-N. T . OF 1 PER TRU) TOP: 16" PROPOSED ANTENNA MOUNTING DETAIL RRU SPECIFICATIONS 1111111111011111111111110SIDES: 8" _N 6AE"An,"`"' uuIIIIIIIIIIIIIIIIIIIUIIr FRONT: 35" SCALE: N.T.S. 4SHO218C MANUF. ERICSSON srtsrvnws MODEL k RRUS11 812 `4-rD SH218/GOLF RAWLAND ANTENNA MOUNT STRUCTURAL DESIGN NOT. Li HEIGHT 20 a ENGINEER-OF-RECORD HAS MADE A VISUAL ASSESSMENT SITE ADDRESS ONLY OF EXISTING ANTENNA MOUNT ASSEMBLIES, WITHOUT THE BENEFIT OF A RIGOROUS ANTENNA MOUNT STRUCTURAL WDTH n' 254 OLD WILSON ROAD ANALYSIS, AND RECOMMENDS THAT EXISTING AND DEPTH ]" PROPOSED TOWER TOP EQUIPMENT BE INSTALLED AS NORTHAMPTON. MA Ol Ofi2 DEPICTED HEREIN. SAR°ONRAL DETAILS AS DEPICTED WEIGHT 50.7 LBS. HEREIN POR MODIFlCATION DF E%.STING ANTENNA MOUNT SAALI MILL ASSEMBLIES ARE PRELIMINARY ONLY AND THAT FINAL CONSTRUCTION DETAILS MAY BE SUBJECT TO CHANGE PENDING THE COMPLETION OF A SEPARATE SUPPLEMENTAL DETAILS ANTENNA MOUNT STRUCTURAL ASSESSMENT, SUPPLEMENTAL STRUCTURAL MAPPING/CONDITIONS ASSESSMENT REPORT REMOTE RADIO UNIT (RRU) / 3 \ AND/OR SUPPLEMENTAL RIGOROUS ANTENNA MOUNT ., \ STRUCTURAL ANALYSIS. SCALE'. N.T.S. A-3J SNFFT WHAM A-3 T • -Mobile. T-MOBILE NORTHEAST LLC 15 COMMERCE WAY. SUITE B NORTON, MA 02766 OFFICE: (508) 280-2700 4 • •\E /EXISTING MONOPOLE SBA III • X 1 EXISTING PLATFORM waxi@mxtropF _ f STANDOFF ARMS, TTP. gSS0030.SLIIE 19 I ISI - +hnwa 'EL 25-C,:.1:. IIE �AI w_a . . �1 l% �'—"® ProTerra ,, I� L_I_ DESIGN GROUP, LLC PROPOSED PLATFORM A REINFORCEMENT KIT (SITE PRO 1 0u iieffig PART M PRH-HD). (TYP. OF I KIT) Hoeey,mA 01035 Pn:(41.3).32O-4l PLATFORM REINFORCEMENT KIT DETAIL \ri-N\ ��P`ZH°FMas,5` 40+ O 8 r LOO RENO O e U ( NI 1 len 1 No(- j5 fj O/L{, �R, -+ nt NAL ell M 11 V PROPOSED V-BRACE REINFORCEMENT KIT (COMMSCOPE P/N VSR-MS-B) .I ABOVE EXISTING SECTOR MOUNT APPROVED BY: JMM/TEJ I 1) \ 1,1". ----1'ISUBMITTALS 4 , I ) CONTRACTOR TD VLF. EXISTING ` I jVF � �, PIPES AND PROVIDE CROSSOPROPOSED ER Fu' NK SPOT' N` \l` CLAMPS AS REQUIRED I\ Alb/ VIP PROPOSED 2-3/0 TO 2-7/0 0.0. 'IL��11 CROSSOVER KIT AT PROPOSED TOP RAIL (SITE PRO 1 PART # SCX2-K), "ice1Sii!!! (TYP- OF J PER SECTOR, TOTAL OF 9)`PROPOSED V-BRACE IIII I. I \ EXISTING SECTOR FRAME (SHOWN I mT/II ISSUEDFORv REVIDI J® CONTRACTORETTO VI F. o & OpT plp POLE DIAMETER. MOUNT •.�� �'• REINFORCEMENT KIT I.� FOR REPRESENAIION ONLY) m/15/n nyp 'MLL FIT 1.2"-36"0 ± rT© (COMMSCOPE P/N VSR-MS-B) ABOVE EXISTING SECTOR MOUNT I PROPOSED 2-1/2" SCH4O NOMINAL sl.xumnLx'. V-STABILIZER (2—T/8E O.D. X 0.203 WALL) PIPE 4SH021BC FOR TOP RAIL (1S LONG. V.I.F.). SrtE NAME SPECIFICATIONS EXISTING MONOPOLE— TYP. OF I PER SECTOR (3 TOTAL) SH2I B/GULF RAW LAND MANCE. COMMSCOPE MODEL N VSR-MS-B MONOPOLE REINFORCEMENT KIT 2SITF ADDRESS 254 OLD WILSON ROAD WEIGHT 42111 LBS. SCALE: N.T.S. \S-1 NORTHAMPTON, MA 01062 SHELI TITLE STRUCTURAL DETAILS SHFFINUYFIFP S—i FROM ANTENNA� STAINLESS HARDWARE .Mf�� pRCpOgD ANTBNA— —PIPE MAST. TTP. / RSTEEL fl■y1] _ r T • -Mobile. TWO HOLE COPPER II�� GROUNDING CABLE COMPRESSION TERMINAL PROPOSED WN—I�I 4 T-MOBILE NORTHEAST LLC 1 #2 AWG BTCW AGB © 15 COMMERCE WAY, SUITE B BONGED TO EXISTING ' WEATHERPROOFING KIT NORTON. MA 0276 GROUND BAR G f ® JUMPER REQUIRED ONLY w, ••I(ryP) OFFICE: (508) 286-2700 G TOWER GROUND LUG G WHEN I-1/4'0 AND ELEVATION #6 AWG INSULATED POWER PANEL LARGER (11P.) ' �� Q TELCO CABINET ■ ■• STANDARD CONNECTOR 1■1� GROUND KIT (TVP.) LOCK WASHER. TLP, FLAT WASHER, TVP. TOWER AGB UTILITY CONDUITS WEATHERPROOFING KIT '�� ■ ANTENNA CABLE TO BTS 3/8'X1-1/4" HEX BOLT CABLE TRAYS/ICE BRIDGE (TW) ■ (TVP) (SBA p2 AWG BTCW (ECB ICE BRIDGE POST —#6 AWG INSULATED ii NUT, TVP. BONDED TO E%ISnNG PWC INSULATED GROUND FROM ANTENNA FRAME (PRONGED WITH CABLE • .11 GROUND BAR ®TOWER GROUND LUG) SUPPORT GROUNDING KIT TVP.) Arii �Tpp�I� Q 1NRE (SECTION JUMPER) • COAX GROUND KIT uam+muNIUTOKG'Pn. T 1 aACCumJ5WFB9r6 • r-�� AGB- COMMSCOPE KIT NO- _ : IF 6.01251Om EXPOSED BARE COPPER TO BE KEPT TO G G G X6 AWG INSULATED GB-0414-IT GB-0414-IT OR EQUAL GROUNDING CABLE ABSOLUTE MINIMUM, NO INSULATION E%ISnNG EXISTINGALLOWED WHIN THE COMPRESSION 3106 X2 AWG BTCW TERMINAL (TYPICAL) 2106 CABINET h` • = SECTION A-A CABINET EGB Nom I.N "DO: (PARK) UPGRADEWTH G UNLESS OTHERWISE NOTED, T42O AWG STOW BONDED ProTerra 1. "DOUBLING UP" OR "STACKING OF USED A TION IS NOT PERMILTEO. ALL GROUNDING CONDUCTORS TO TOWER LUG EQUIPMENT PAD 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. �>• sai ARE X2 AWG BTCW NOTE: 3. CADWELD OOWNLEA05 FROM UPPER EGB, LOWER EGB, AND MGB. C G G G INSTALL CABLE GROUND KIT ABOVE HORIZONTAL DESIGN OROUP, LLC BEND AND ALWAYS DIRECT GROUND WIRE DOWN 1 j j J ) TO AGB/EGB. • TYPICAL GROUND BAR EXISTING BGR \ 20°Bo101no D-4818 CONNECTION DETAIL I ` TYPICAL GROUNDING RISER DIAGRAM 12 \ TOWER TOP CABLE GROUNDING DETAIL I 3.1)-N I MA 01035 SCALE: N.J.S. \E-1 SCALE: N.T.S. \E-1 SCALE: N.T.S. / E \ E-1L 02,Of*6.6, TO EXISTING—.5- I TO ANTENNA *.L,P 40 HP SERVICE 200A-2P - OZ J INSTALL PROPOSED RAH 106 pp E Ni. G ELECTRIC — O 20A-IP EWIRQIT IN 131 U D 3106 , STANDARD YP GROUNDING KIT P fr Iv O 4 METER ^ GFI CABINET(R 'MIN 6131 UPGRADE NR ti, (REFER TO FINK REDS) 4 EXISTING 200A 30A-Ip VERIZON ESEE NO AGB— ' I U 1i ND T 5 MAIN BREAKER ^ CSC • (TOP) SEE NOTE 1. I X6 AWG INSULATE berg (PROVIDED VKIT. �. )y OXO MANUAL TRANSFER 60A-2P EXISTING ett - X2 AWG BTCW GROUNDING KIT. TVP.) + NAI F ' I SWITCH ^ SURGE 2106 EXISTING TOWER 1 CABINET GROUND LUG HYBRID/COAX CABLES MM' GENERATOR RECEPTACLE 6 P (DARK) (DARK) E%ISnNG EXISTING TOWER . I (TV?. FOR ALL) _25- 3106 IMAGE SOURCE. PROTERRA 01/24/17 GROUND LUG 6NYSiNii�i'WWMLR E%ISTNG 200A PPC (P) TWA-4PTMIbE31 X2 AWG BTCW APPROVED BY: JMM/TEJ (NORTHERN TO REPLACE (E) UPGRADE TECHNOLOGIES. INC) 60A-� {y E%ISnNG EGBN — (BOTTOM) SUBMITTALS ® 1 ) SEE NOTE I1111111. �� _ ws MO D sERNCE GROUND `(3) 43 & (1) 0 CND (Cl) IN 1 PER NEC - 1-1/2• CONWrt (1 00 AMP) I (2) X2 AWG BTCW STANDARD GROUND KIT CZZ1 UPGRADE EDBIING 60A-2P BRENDA TO PROPOSED CONDUIT & f 8131 (TTP.) BREAKER PROPOSED 100A-2P BRCONDUCTOR UNMADE 10 a Sy , •3EXISTING EGB RTI SCONTRACTOR NOTE COSTING SERVICE AS REWIRED L [ I I� D ... i (2) NTE AWG AL, 10 NG MODAIE RBB 3106 - BTCW .) " 5 #2 AWG BTCW RING GROUNDAll 01/27/I? m n \ ONE LINE POWER SCHEMATIC I4 \ .." t" '' a SCALE. N.T.S. P_1 LT a .1 N: — // ( I. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA SmNu'BER. LOCATION, AND CONNECTION ORIENTATION. PROVIDE ADDITIONAL AGB/EGB AS � "` REQUIRED. 4SH021BC ELECTRICAL LEGEND =TRACTOR NOTE ... �. - -- ' 2 A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED STENAME: C.C.A mum TO VERIFY NAT NE EXISTING CONDUITS MID MORE IMAGE SOURCE PROTERRA 01/24/17 SH21 S/GOLF RAWLAND L. Lar SIZES ARE ADEQUATE FOR THE PROPOSED LOADING IN ION town-KulACCORDANCE % IH NEC MID INOJIDE ELECTRICAL PHOTO DETAIL: PPC PANEL 7 5 TOWER BOTTOM CABLE GROUNDING DETAIL C 6 Liqc w UT UPGRADES IN NE SCOPE OF MURK AS REQUIRED. SCALE N.T.S. \E_1 / SCALE. N.T.S. E_1 J .r.EADDRFss RECO TMut'u� / 254 OLD WILSON ROAD wl.mE IP.,W,GEES MOLE mMRRSD ELECTRICAL&GROUNDING NOTES: NORTHAMPTON, MA 01062 ELECTRICAL WORK SHALL CONFORM TO ME REQUIREMENTS OF THE NATIONAL ELECTRICAL CONE (NEC) 2014 AS WELL AS APPLICABLE 12,GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLED BY PROJECT MWAp STATE µ0 LOCAL woes. SHEET TITLE y ELECTRICAL ITEMINCLUDES UL APPROVED OR LASTED AND PROCURED PER SPECIFIC ON REQUIREMENTS. USE 46 COPPER STRANDED W,RE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 JO M MASTER MONK WA 0MELwx C,I CU THEElLETRIAL WORKLABOR AND MATERIAL DESCRIBED BY DRAWINGS ANDASPECIFICATONs INCLUDING INCIDENTAL WORK TO J SOURTiED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. NOT COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. GROUND CONNECTIONS TO BE BURNOY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO ALLOW ONE—LINE DIAGRAM & A Jtt •TATWET 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS. AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF 14.BARE COPPEROPM E TO BE IN CONTACT WITH GALVANIZED STEEL. to •I AIWWI0NA OMC "oRINL`RMI INSPECTIONS. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST eN m TESTEXCEPT THEre GROUNDING DETAILS —o— SS As H°h0 5. ELECTRICAL AND TELCO WRING OUTSIDE A MEATIER SHALL BE IN WATERTIGHT GALVANIZED RIGID STEEL S LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEASTP 1T' SX6 WIRED CAN BE RADIUS WHEN CONDUITS OR SCHEDULE BO PVC (AS PERMITTED BY CODE)XAND EWIERE REWIRED IN LIQUID TIGHFLEXIBLE METAL M NONMETAWC NECESSARY. BOND ANY METAL OBJECTS WITHIN 7 PEET OF PROPOSED EOUIPMENTORADIUSABINET TO MASTER GROUNDS BAR RES and UAW MOWED sum tn. CONDUITS. 6.CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO AND POWER "MESS STI°•ODW 6 RIGID STEEL CONDUITSALL 6 BE GR AT BOTH ENDS, PANEL GROUND): ( OUNDING EL£ DE RING ORTEEL): NON-SURGING OBJECTS (EGB GROUND IN BTS NIT). Sutu rvumotx 7. ELECTRICAL WITH TYPE MHO. WN. ORXTHHN INSULATION AS REQUIRED BC7 CONNECTIONS TO GROUND BARS SHALL BE MADE WITH two HOLE ComFRESSION TYPE COPPER LYGS. APPLY OXIDE INHIBI NG COMPOUND TO C) 5/WI C an MAC SETH OMB WO 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL ROOM AND PROPOSED CELL SITE PEDESTAL AS INDICATED ON THIS ALL LOCATIONS, BUILDING S O-t •Nona was'flu)w O rat DRAWNG p DNDE FULL LENGTH PULL ROPE COORDINATE INSTALLATION WITH UPUTY COMPANY, I88.APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. IWOutnP'TWO 9 RUN CABINET AS SCH CABLE TEEN. PROVIDETELEPHONE DEMARC ROPENPOINT IT AND PR TELCOD CELL SITE ETELCO CABINET NETEANDOBTS BTSIi BOND A TENNA MOUNTING BRACKET, COAXIAL CABLE GROUND KITS. AND ALNA TO EGG PLACED NEAR THE ANTENNA LOCATION E-1 PPE RAM FROMM MEET INDICATED20,BOND ANTENNA EGBB''S AND GB 0 WATER M MEASURING TAPE AT DRAWINGEND II TEST COMPLETED GROUND SYSTEM ANDRECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION 0 M•- cmOUL DE[TPA[WAa NSR11 M AAL 1o. ALL GROUNDING SHALL COMPLY OUTSIDE NEC SHALL AW.NEMA N ENCLOSURE. 22 BOND DYANY NYOP METAL OBJECTS WITHI 7 FEET OF PROPOSED EQUIPMENT DR CABINET TO MASTERD BAR . 23. PROPOSED SERVCE UPGRADE LOCAL UTLITY COMPANY PRIOR TO CONSTRUCTON.