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42-089 (34) 170 GLENDALE RD BP-2019-0825 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:42-089 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Antenna radio heads BUILDING PERMIT Permit# BP-2019-0825 Project# JS-2019-001360 Est.Cost: $25000.00 Fee: $175.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: ERIC KUKLINSKI 97447 Lot Size(sa. ft.): 2265120.00 Owner: American Tower,L.P. Zoning: Applicant: ERIC KUKLINSKI AT: 170 GLENDALE RD Applicant Address: Phone: Insurance: 1086 MAIN ST (972) 583-0000 WC WAREHAMMA02576 ISSUED ON:1/18/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL NEW ANTENNAS AND RADIO HEADS - WORK DOES NOT INCREASE HEIGHT OR FOOTPRINT 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 1/18/2019 0:00:00 $175.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner ATC-. 15035 //A,,w,YY),f —`— Versionl.7 Commercial BuildingPermit May 15,2000 W/Vn d L. L'.. �,,, Department use only cu City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit ^n,�l JAN a 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability )� BUILDING IN`=PFCTIONS No hampton, MA 01060 Two Sets of Structural Plans --THAMPTON,MpOhoaQe 41 - 87-1240 Fax 413-587-1272 Plot/Site Plans 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 � A SECTION 1 -SITE INFORMATION GQ' " /� f,) 6- 1.1 Property Address: This section to be c�p �by office Glendale Rd, Florence, MA 01062-9712 Map Lot QQ Unit (76 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT ower 2.1 wner of Record: Gregory Mercier, Supervising Attorney, 0 10 Presidential Way Woburn, MA 01801 Name(Print) American Tower, L.P. Current Mailing Address: (781) 926-4500 Signature Telephone 2.2 Authorized Agent: Kristina Cottone - Smartlink LLC 85 Rangeway Road Building 3 Suite 102,North 0 Name(Print) Current Mailing Address: (978) 551-8627 i t Signature i P Tele hone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $25,000.00 (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 6. Total=(1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: '4, IL�—" Building ommissioner/nspector of Buildings Date 61-n6?// . 4ri's t'-,, , Ca t 0 0 L e SerjC4r'f ll'rti k-- l lc• Corr Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other 0 Brief Description AT&T proposes the following work to be done on the existing cell tower:remove 6 existing antennas,install 6 new antennas, Of Proposed Work: remove 6 remote radio units,and add 6 new remote radio units,and add 1 DC Squid.The proposed work does not increase the height nor the footprint of the existing facility. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ✓❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use 0 Specify: Existing Telecommunications Cell Tower p COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: 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 Floor(so 1 St 1 St 2nd 2nd 3 rd 3rd 4 4m tn Total Area(so 200 Total Proposed New Construction (so 200 Total Height(ft) 199 Total Height ft 199 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private ❑ Zone Outside Flood Zone[Z] Municipal E] On site disposal system❑ Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height 1984 1984 Bldg. Square Footage 200 % 200 Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO (�) DON'T KNOW O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO C) DON'T KNOW 0 YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO e 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 0 NO e 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 ❑r� fln�r6lnSS ' �CiSt;Y" �c�115� l�-t Yl c� t QG}�S "T.�u Kala�S i� P, Name(Registrant): ^'zu5& Z ODD "6&—+laxr#-t c— 'T>Y M-T LeLL.y-t_ N'T Registration Number Address c&o t5-,( (856) 797-0412 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): hi v� Arid i ak) - tfa.g t4- Cnso,#ItA f Pc.4ros Tsov Kx1a.S Name Area of Responsibility 20Op (NL,deL+lcwlf.IC_ ��-,Su�t� t�v, wL-rc�i:«,wel� dJ� c�8o�'N c"J�..(�J 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 ❑ Company Name: tr1 ( KukIIASK Responsible In Charge of Construction (j3M Dr 1106 s Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independe Structural Engineering Structural Peer Review Required Yes No 0 SECTION If'-'OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Gregory Mercier, Supervising Attorney, American Tower, L.P. Tower I. as Owner grope hereby authorize Kristina Cottone to act on y behalf, in all Matters relative to work authorized by this building permit application. I1 Zc;l Signature of 'fi©\,e, GIWAe— Date Kristina Cottone 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. �,Y% ( C Print Name Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Robert Andrews - Maser Consulting. eb,,% -n-OVY NQ IS 2 05(0 License Number 2000 MIDLANTIC DRIVE, SUITE 100, MT. LAUREL, NJ 08054 Address Expiration Date (856) 797-0412 Signature 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 O No 0 The Commonwealth ofMassachttsetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 wfvw mass.gov/dia «'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organization/Individual):Ericsson Inc. et al. Address:6300 Legacy Drive City/State/Zip:Plano,TX 75024 Phone#:972-583-0000 Are you an employer?Cheek the appropriate box: Type of project(required): 1.❑I am a employer with 7291 employees(full and/or art-time). 7. New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.❑1 am a homeowner doing all work myself.[No workers'comp.insurance required.]r 10E]Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 1 I.[]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[:]Roof p Roof re airs These sub-contractors have employees and have workers'comp.insurance.t 14.Q Other Upgrade Equipment 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box U1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I ant an enhployer drat is providing workers'compensation insurance for nhy employees. Below is the policy and job site information. Insurance Company Name:ACE American Insurance Company Policy#or Self-ins.Lic.#:WLR C64785692(AOS) Expiration Date:05-01-2019 Job Site Address: 170 Glendale Road City/State/Zip: Northampton/MA/01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verificati I do hereby er the sins at l penalties o erjury that the it formation provided above is true and correc. Si nature: Date: 47�r &�_aw Phone#•214.626.51 k Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A ® DATE MIYY) CERTIFICATE OF LIABILITY INSURANCE 12/26/2018/2o1a 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 have ADDITIONAL INSURED provisions or 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 Marsh USA,Inc. NAM : 4400 Comerica Bank Tower PHONE ac N 1717 Main Street EMAIL Dallas,TX 75201-7357 Attn:dallas.cens@marsh.com 212-948-0519/866-966-4664 INSURERS AFFORDING COVERAGE NAIC# 06925-GAWX-PPol-18-19 INSURER A:ACE American Insurance Company 22667 INSURED INSURER B:ACE Property&Casualty Insurance Company 20699 Ericsson Inc. Attn:Jackqueline Madrid INSURER C:Agri General Insurance Company 42757 6300 Legacy Drive INSURER D:ACE Fire Underwriters Insurance Company 20702 Plano,TX 75024 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: HOU-003471413-01 REVISION NUMBER: 1 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 SUER POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY HDOG71093992 05/01/2018 05/01/2019 EACH OCCURRENCE $ 2,000,000 F71 A AGE ToRENTED CLAIMS-MADE OCCUR PREMISES 1E. occurrence $ 1,000,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 X POLICY E PRO- JECT F_�LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY ISA H25158143 05/01/2018 05/01/2019 CEA, d.nl) NGLE LIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED F SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY El AUTOS ONLY P r accident X UMBRELLALIABX OCCUR XOO G27975422 003 05/01/2018 05/01/2019 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION$ $ A WORKERS COMPENSATION WLR C64785692(AOS) 05/ 1/2 19X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER C ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N WLR 064785734(TN) 05/01/2016 05/01/2019 1,000,000 D OFFICER/MEMBEREXCLUDEDI N/A E.L.EACH ACCIDENT $ (Mandatory In NH) SCF C64785771(WI) 05/01/2018 05/01/2019 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Project Name/Contract Number:T4.0 CERTIFICATE HOLDER CANCELLATION City of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee _Mau�ow ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 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: lit' C2&nI4 L� The debris will be transported by: &)n - The debris will be received by: A£.Lt n�4 Building permit number: Name of Permit Applicant (ILrY1�1 Date Signature of Permit Applicant ERICSSON Letter of Authorization RE: Building Permit Pickup Dear Sir/Madam, I, Eric Kuklinski , am authorizing the Smartlink, LLC employee, Kristina Cottone to pickup/pull Building Permits issued under my Massachusetts General Contractor's License. Please contact me at the phone number or e-mail address below with any questions and/or concerns in this matter. Thank you, lea-1 0/ Eric Kuklinski eri c.ku kl i nski(&-ericsson.com (508)742-8472 Alternative Point of Contact: Jeannette Finch 0eannette.finch-reesea-ericsson.com (469) 774-5766 Rev PAI 2018-02-01 v Ericsson AB 2018 1 (1) Ericsson Internal WK- �3al � /r3' ag P inn —a YM313 X31\3 /3 / Y �\ t 3 �s �J AMERICAN TOWER` C Q R P O R A T 1 Q N This report was prepared for Amer"rcan Tower Corporation by T O W E R ENGINEERING PROFESSIONALS Structural Analysis Report Structure : 198.9 ft Monopole ATC Site Name : Northampton Landfill MA, MA ATC Site Number : 15035 Engineering Number : OAA741613_0_01 Proposed Carrier : AT&T Mobility Carrier Site Name : Westhampton - Florence Carrier Site Number : MAL05241/ FA#10071524 Site Location : Westhampton Rd. Florence, MA 01062-9806 42.295600,-72.707800 County : Hampshire Date : November 28, 2018 Max Usage : 79% Result : Pass SHOF Prepared By: Reviewed By: �o? RONALD E. Austin E.Wilson, EIT GLOVER,A TEP STRUCTURAL NO.52993 ISTEa�O AONIIL 11/28/2018 Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603.919-661-6351 Office-919-661-6350 Fax-www.teoarouo.net S I smartlink RECEIPT Payee: City of Northampton Amount Received: $175.00 Date Receiv : Purpose (BP Fee, EP Fee, Etc.): BP Fee Check Number(s): ICZO�� Site ID(s): MAL05241 Signature of Recipient's Representative: Stamp (If Available): 1997 Annapolis Exchange Pkwy • Suite 200 • Annapolis, MD 21401 p:410.263.5465 (LINK) • f:410.263.5470 • 1.888.828.5465 (LINK) www.smartlinkllc.com PROJECT NOTES MASER I I I Y l l I I I F. I. SITE INFORMATION OBTAINED FROM THE FOLLOWING: e.aw,,,er lAMr m,w.Pn aK"I sl.ra,;�n A PLAN ENTITLED"NORTHAMPTON GLENDALE"PREPARED BY 1„d-peA,w-■E,M,a■.nld ao VERTICAL RESOURCES GRP.OF AUBURN,MA LAST REVISED °■"1atloin' W 6.1k NI S_ft VA 03/16/12. at&t ■Cli.-NJ ■1.1k VA ■L th vdky,PA ■HM_ NJ ■Abuglvps NM ■E-PA ■ ■A■".NY %"ddo-PA ■ B. LIMITED HM_NJ FIELD OBSERVATION BY MASER CONSULTING ON ■WA i%K NJ ■eh.-uae.NY■Cd-*.MO 09/13/18. ■WL-d NJ N-W#1 NY T. FL ,.��.....wo,�.n..,-..........� 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES,LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC/GOVERNING AUTHORITIES. SITE NAME: NORTHAMPTON GLENDALE RD 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FA NUMBER: 10071524 FEDERAL STATE COUNTY OR MUNICIPAL AUTHORITIES. 4. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION SITE NUMBER. MAL05 241 MANAGER IN WRITING,OF ANY CONFLICTS,ERRORS OR • M of Northampton at& OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. 2C - MRCTB 03 3 5 3 3 Building Department 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL plan Review EXISTING SITE IMPROVEMENTS PRIOR COMMENCING RETRO - MRCTB033911 212 Main street CONSTRUCTION. THE CONTRACTORRSHALL REPAIR ANY DAMAGE AS A RESULT OF CONSTRUCTION OF THIS FACILITY AT THE Northampton' M o1060 CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 170 GLENDALE RD 6. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS,EQUIPMENT AND LABOR REQUIRED TO NORTHAMPTON, MA 01062 COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 7. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO HAMPSHIRE COUNTY s ma rtl i n k SUBMITTING THE BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONSTRUCTION DRAWINGS. 8. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND • PFOTKTYO1R5� CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL «� ■ « • DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY • x THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO Calla""''E ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. VICINITY MAP PROJECT INFORMATION PROJECT DESCRIPTION/ �°°<"�%"pN�`a`"°"�"y' TI 9. SINCE THE CELL SITE MAY BE ACTIVE ALL SAFETY PRECAUTIONS 66 SITE INFORMATION SCOPE OF WORK AS SN roe m.ea 18946076A MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF rHOW__ ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE LATITUDE: 42.2955711"N INSTALL(6)NEW PANEL ANTENNS,(2)PER SECTOR SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD LONGITUDE 72.7078589`W REMOVE(6)EXISTING PANEL ANTENNAS,(2)PER SECTOR EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY JURISDICTION: HAMPSHIRE COUNTY INSTALL(6)NEW RRUS,(2)PER SECTOR POTENTIALLY DANGEROUS EXPOSURE LEVELS. REMOVE(3)EXISTING RRUS,(I)PER SECTOR APPLICANT/LESSEE INSTALL(I)DC-6 DOME INSTALL(1)DC-12 BOX AT GRADE 10. THE PROPOSED FACILITY WILL CAUSE AN INSIGNIFICANT OR COMPANY: NEW CINGULAR WIRELESS PCS,LLC INSTALL(2)NEW 6/C DC POWER CABLES vlvle RENSE _COMMENn AICPA "DE-MINIMUS"INCREASE IN STORM WATER RUNOFF,THEREFORE, ADDRESS: 550 COCHITUATE ROAD REMOVE EXISTING POWER PLANT une wx caHsrnucrlw PA PA NO DRAINAGE STRUCTURES ARE PROPOSED. CITY,STATE ZIP. FRAMINGHAM.MA 01701 INSTALL NEW NETSURE 512 POWER PLANT I IIRI/11 RUFD FpIIMlW KM M 11. NO NOISE,SMOKE,DUST OR ODOR WILL RESULT FROM THIS PROPOSED PROJECT SCOPE BASED ON RFDS ID#2467216,VERSION aEv DATE FACILITY AS TO CAUSE A NUISANCE. STRUCTURE OWNER DI'°T c a,1.00,LAST UPDATED 10/05/18. 12. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION COMPANY: AMERICAN TOWER Ley" (NO HANDICAP ACCESS IS REQUIRED). ADDRESS: 116 HUNTINGTON AVE �V - CITY,STATE,ZIP. BOSTON,MA 02116 13. THE FACILITY DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE CLIENT REPRESENTATIVE MAssACHFS■ONA CA PROJECT LOCATION GWEPR '""� szos 14. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND COMPANY: SMARTLINK LLC Np, AZIMUTHS WITH RF ENGINEERING PRIOR TO INSTALLATION. ADDRESS: 85 RANGEWAY ROAD,BUILDING 3,STE.102 CITY,STATE ZIP. NORTH BILLERICA MA 01862 15. THE TOWER,MOUNTS AND ANTENNAS SHALL BE DESIGNED TO CONTACT: TODD OLIVER IT TH E MEET EIA/TIA-222-G AS PER IBC REQUIREMENTS. E-MAIL- TODD.OLIVER@SMARTLINKLLC.COM RFSPO sl ro 16. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED SITE ACQUISITION STEEL COMPANY: SMARTLINK,LLC SHEET INDEX NORTHAMPTON 17. CONTRACTOR MUST FIELD LOCATE ALL EXISTING UNDERGROUND ADDRESS: 85 RANGEWAY ROAD,BUILDING 3,STE.102 SHEET DESCRIPTION GLENDALE RD UTILITIES PRIOR TO ANY EXCAVATION. CITY,STATE ZIP. NORTH BILLERICA MA 01862 T-I TITLE SHEET CONTACT: SHARON KEEFE GN-I GENERAL NOTES FA#10071524 18. CONSTRUCTION SHALL NOT COMMENCE UNTIL COMPLETION OF CODE COMPLIANCE E-MAIL- SHARON.KEEFE@SMARTUNKLLC.COM SITE#MAL05241 A PASSING STRUCTURAL ANALYSIS CERTIFIED BY A LICENSED C-I COMPOUND PLAN PROFESSIONAL ENGINEER. THE STRUCTURAL ANALYSIS IS TO BE CONSTRUCTION MANAGER C-2 EQUIPMENT LAYOUT AND ELEVATION VIEW 170 GLENDALE RD PERFORMED BY OTHERS. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF C-3 ANTENNA LAYOUTS AND ANTENNA SCHEDULE NORTHAMPTON,MA 01062 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE COMPANY: SMARTLINK,LLC A-I CONSTRUCTION DETAILS HAMPSHIRE COUNTY 19. CONTRACTOR SHALL CONTACT STATE SPECIFIC ONE CALL SYSTEM CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRESS: 85 RANGEWAY ROAD,BUILDING 3,STE.102 A-2 RF PLUMBING DIAGRAMS THREE WORKING DAYS PRIOR TO ANY EARTH MOVING� ACTIVITIES. I. MA STATE BUILDING CODE INCORPORATING THE 2015 8. INSTITUTE FOR ELECTRICAL AND ELECTRONICS G-I GROUNDING DETAILS AND NOTES CITY,STATE,ZIP. NORTH BILLERICA MAO i INTERNATIONAL BUILDING CODE ENGINEERS 81 IEEE C2 LATEST EDITION CONTACT: MARK DONNELLY 2. MASSACHUSETTS ELECTRICAL CODE 9 TELCORDIA GR-1275 E-MAIL- MARK.DONNELLY@SMARTUNKLLC.COM MT�E 3. MASSACHUSETTS FIRE CODE 10. ANSI T1.311 COPYRIGHT©2018 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION [I. PROPOSED USE UNMANNED TELECOM FACILITY ENGINEER F_J85 NJ�u o Phone:956]91.1 2 360 10 . Fac.856.T 21130 s MASER CONSULTING P.A. s COMPANY: MASER CONSULTING PA 5. AMERICAN CONCRETE INSTITUTE 12. HANDICAP REQUIREMENTS:FACILITY IS UNMANNED � m„ m..e,nn1"no-re.mm ALL RIGHTS RESERVED AND NOT FOR HUMAN HABITATION. HANDICAPPED ADDRESS: 2000 MIDLANTIC DRIVE,SUITE 100 * CITY,STATE ZIP. MT.LAUREL,NJ 08054 a THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS ACCESS NOT REQUIRED. CONTACT: ROBERT ANDREWS j IM AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK 6. TLA-222-G 13. CONSTRUCTION TYPE:IIB PHONE (856)797-0412 j TITLE SHEET WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS DRAWINGI a MAY NOT BE COPIED,REUSED,DISCLOSED.DISTRIBUTED OR RELIED 7. TLA 607 FOR GROUNDING 14. USE GROUP.U E-MAIL RANDREWS@MASERCONSULTING.COM J UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF MASER CONSULTING PA T-I 4MMASER m.aeaR.�.k­�sm an­ FSM....RwRrE.S"ry I Lnd.ope ArtlJuns.Eml�ul SoaMm GENERAL NOTES: °"" VA ■0.d NJ ■Nn VA ■Ldw#Vak NY ■H-R NJ •Aft VA ■Etl PA PA ■Wmlmn,NJ ■ARRpue�We.NM ■Evan PA 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM(AS DESIGNED AND 28. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S :M[.MIW-NJ NJ :Ch Pidr- :QIP no INSTALLED)FOR STRICT COMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL,LPI,OR NFPA) RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ■MI.U-1,NJ Ch- NY ■Tn FL LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS.THE 29. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR SHALL SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. 2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION,AND AC 30. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND POWER GESS)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE,BY TWO OR MORE COPPER BONDING STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF CONDUCTORS IN ACCORDANCE WITH THE NEC. OWNER. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 31. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 81)FOR GROUND ELECTRODE SYSTEMS.THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND 32. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, -%momppo ���� ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 50 HMS OR LESS. SHALL BE PROTECTED AT ALLTIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT RELOCATED AS DIRECTED BYTHE RESPONSIBLE ENGINEER.EXTREME CAUTION SHOULD BE USED BYTHE INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL 5. METAL CONDUITAND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING PROVIDE SAFETYTRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITEDTO A)FALL PROTECTION FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH#6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. CONDUIT CLAMPS. 33. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION 6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,AS DIRECTED BY THE RESPONSIBLE ENGINEER,AND SUBJECT WITH THE POWER CIRCUITS TO BTS EQUIPMENT. TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 7. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE EQUIPMENT GROUND RING WITH GREEN 34. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS;2 DRIVEWAY SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. AWG STRANDED COPPER FOR OUTDOOR BTS. 35. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL sma rtl i n k 8. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK TO BACK CONNECTIONS ON MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. EROSION AND SEDIMENT CONTROL. 9. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING,SHALL BE#2 36. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. raoTEcr rouRSEls P.W.NUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 37. THE SUBGRADE SHALL BE COMPACTED AND BROUGHTTO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACEK .aR�EmA«.a.,E APPLICATION. ..n.r. I 11. USE OF 90°BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45°BENDS CAN BE Calle .r=ah ADEQUATELY SUPPORTED.ALL BENDS SHALL BE MADE WITH 12"RADIUS OR LARGER. 38. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER fpI STATE-C AREAS. 12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. p,""reEa 13. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS EXCEPT FOR 39. A NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE c.0 A5 SHOWN 18916076A AND DISPOSED OF LEGALLY. GROUND BAR CONNECTION FROM MGBTO OUTSIDE EXTERIOR GROUND SHALL ALL BE CADWELD CONNECTIONS. 40. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE 14. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. SIGNAGE. 15. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED TO THE TOWER GROUND BAR. 41. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 16. APPROVED ANTIOXIDANT COATINGS(I.E.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND 42. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISITTHE CELL SITE TO FAMILIARIZE WITH BOLTED GROUND CONNECTIONS. THE EXISTING CONDITIONS ANDTO CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHTTO THE , ivi REV 6E mcoMNPITS AJC RA 17. ALL EXTERIOR AND INTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ATTENTION OF THE CONTRACTOR. I iulane wR coNSTRucTroN RA RA 18. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONDED TO THE 43. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND Tl CABLES,GROUNDING CABLES AS • Iwne EmI pmRRMw PI RA GROUND RING,IN ACCORDANCE WITH THE NEC. SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING.SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS M' ENh °Rn"N Rr 19. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 142 AWG TIN-PLATED COPPER GROUND AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONDUCTOR. CONTRACTOR. _ 20. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED 44. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE(ACI)301. THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL 45. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET AT 28 DAYS. (q CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE 46. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED,FABRICATED AND ERECTED INS ACCORDANCE WITH AISC USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G.NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) Np, SPECIFICATIONS.ALL STRUCTURAL STEEL SHALL BE ASTM A36(Fy=36 ksi)UNLESS OTHERWISE NOTED.PIPES SHALL BE THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OFTHE METAL CONDUIT. ASTM A53 TYPE E(Fy=36 ksi).ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.TOUCHUP ALL rt 21. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT.OR MORE OF 1/4"IN.OR GREATER SCRATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING USING AN 47. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND"GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION EXOTHERMIC WELD CONNECTION USING#2 AWG SOLID BARE TINNED COPPER GROUND WIRE,PER NEC 250.50. OF AT&T MOBILITY SITES." 22. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL APPLY: 48. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALL NORTHAMPTON CONTRACTOR- SMARTLINK DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED.SUBCONTRACTOR SHALL GLENDALE RD SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH FA#10071524 OWNER- AT&T(NEW CINGULAR WIRELESS PCS,LLC) CONSTRUCTION. SITE#MAL05241 23. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 49. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION,ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPTTHE EXISTING NORMAL OPERATION.ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH 170 GLENDALE RD 24. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW NORTHAMPTON,MA 01062 25. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, TRAFFIC PERIODS AFTER MIDNIGHT. HAMPSHIRE COUNTY y REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL 50, SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE ELECTROMAGNETIC RADIATION.EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD PERFORMANCE OF THE WORK. EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN ALERT OF MT.LAUREL OFFICE 26. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS DANGEROUS EXPOSURE LEVELS. MN S 2000 S.. Dere 110 i IW Mt.U.,N NJ MS1 AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. Fu r�856)1221856111120201 o - :.8 27. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES,AND .Rra..oB,eam•aaaeRne.„lenpcom LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. F.,.I. s GENERAL NOTES s """aE« GN-I a 3 N j4MMER C O I i Y l 1 1 1 1 L Cuslorner Lonl/y mrough Cllen,Sxlsfxum na.som F,m h■Ran ■$urwJors LaMlape Arthrtecu■Enhronlmsd Stlultiln Olf�IncanonF. •RAE Bank NJ ■ d4 VA ■L.N tl ak NY ■Climon.NJ ■AbgI-VA ■Lahidl PA PA ■HamN[on,NJ ■AMpuerque,NM ■Fx1ol1.PA ■Human,NJ ■A '.NY ■149.kWP PA ■Z AHir■tan.NJ ■Cheamlrt RWVB NY■Cdsasbh.MD ■Mc L—*NJ III NY ■Ta FL Em�,. ,...�. a° r C- S i z z x x x�z�—z \!�/ a \&t Ix x x�x-z i Existing Other Carrier Concrete Pad +� I +� I I +�+ smartlink Existing Chain Link Fence I +� i A. F.F—W Y«Ras I \+ w...ra s�aF.u.n.wFaE..,Mrsr.n CallTATE W F iql SFATE$YKIFIC DIRECT FHCNE NUMB■6 N9T: www.CAU81 ICOM i Existing Cable Bridge �+ pa a„■ I +\ Existing Other Carrier (Tjp) + 1 AS SHOWN 18916076A Equipment Shelter I \+ �+ N6 11 12i6 aEED FER coFxlwTs 'C1 nue Rw i \ + Fon caaTRucTION RA RA 1 B IIAI/11 SUED FOIL RBYFM ICM M Existing Monopole Existing Other Carrier r REV DATE ""cam, Existing Generator. I Concrete Pad \+ On Concrete Pad MASSACHUSGF��/{�, NA (A GINF MJaN?F W 51066 I I (2)PROPOSED 6/C DCIT r 11 H E Existing Propane Tank POWER CABLES TO I On Concrete Pod I PROPOSED DC-6 Existing Access Gate REsvo sl .ro L-1 x SI NORTHAMPTON GLENDALE RD x FA#10071524 I >< SITE#MAL05241 x170 GLENDALE RD Lx—z—x—x—x—z x—x—x—z—x—x—x—x—x—x—x—x—x—x—x—z—x—x— —z—x—x—x—x—x—x—x-- x—x—x—x—x NORTHAMPTON,MA 01062 Existing Utility HAMPSHIRE COUNTY Y Existing ATT Equipment H—Frame s Cabinets On Concrete Pod Existing Other Carrier (SEE SHEET C-2 FOR Equipment Shelter ! EQUIPMENT LAYOUT) . MT.LAUREL OFFICE I 2100 R,4 NJc Dm. Su¢W M[.launNJ 09D51 C 856 0111 •g - F.856.112.1120 - � solutionsv mase nsutting co COMPOUND PLAN s 0 s 10 COMPOUND PLAN x s SCALE 5FOR 22X34* (SCALE,1'-10'FOR 11•X17•) C-I N 6 ,4,4MER_ Ry mrooen akM s><idaroon Er,Elr,acs�Han ssu�Surverara ladsope Ardvrecss�Emgranmenlal Stla,nsd OIRce loouonc ■RW NJ ■$urNr j.VA ■Hawtlw ,NY ■QNmn.NJ ■N."k VA ■Lehr VaIkY.PA ■Pknll—NJ ■Ab,—qse NM ■E—PA ■ManmrA NJ ■Ab ,NY •PhE Iphk.PA ■ME An.*—NJ ■OleauRlt Rwgp NY�C.J_6y MD 11eve W ll NJ IIINvaWgt,NY ■Tarp FL We rrc-warqu W-rw.rr.rr->..w.e�a,,.r"..s �elrhw,rry Top of Monopole O 1gg—o PROPOSED AT&T PANEL ANTENNA ON TEXISTING PIPE MAST ���� (TYP.OF 6,2 PER SECTOR) Existing AT&T Panel Antenna 5 (SEE SHEET C-3 FOR ANTENNA LAYOUT) (T)p. 0/A t Per Sector) CENTERLINE OF EXISTING AND PROPOSED AT&T PANEL ANTENNAS @ 174'-0-t AGL PROPOSED AT&T RRU ON EXISTING PIPE MAST (TYP.OF 6.2 PER SECTOR) I I 1 (2)PROPOSED 6/C DC POWER CABLES s m a rt l i n k PROPOSED NETSURF 512 i TO PROPOSED DC-61N 2"INNERDUCT POWER PLANT TO REPLACE i '"-------" '�-------� ' ;' Existing Other Carrier IXISTINGPOWER PLANT ' --� Panel Antenna ---------- � Existing Tyra Doublewide (T�) ' (REMOVE AND REPLACE WITH I NEW POWER PLANT) OTECT YOURSELF I � Existing GSM Cabinet Ra "MaoN.R n..P I lu"..wrr W. (2)(2) PROPOSED 6/C DC _____________ Call"ere,ara,eg POWER CABLES TO PROPOSED DC-6 Existing er FORSLgTESPKIPKDIRECTP110NENUMBFA5N51T: Currier Dish Antenna (Typ.) pa re� AS SHOWN 18946076A Existing Concrete Pod Existing Cable-11 (T)P.) Bridge Existing Monopole 2 IVIv18 0.EV6ED PER COMMFIfR Nc PA IMvie FOR CONSTRUCT,pa PA Existing UMTS Cobinet E Imine nsw Ra ReEaw Ia RA REV OATS C"j Ry PROPOSED 6/C DC POWER CABLES FROM PROPOSED POWER PLANT TO PROPOSED DC-12 BOX STRUCTURAL NOTES: �S E 1. A STRUCTURAL ANALYSIS REPORT PREPARED BY ESaloruL to MASER CONSULTING PA,DATED 11/0612018 HAS BEEN s2os PREPARED TO CHECK THE STRUCTURAL CAPACITY OF No. Existing Purcell THE EXISTING ANTENNA MOUNT TO SUPPORT THE Cabinet On H—Frame PROPOSED ANTENNA AND EQUIPMENT rt CONFIGURATION AS DEPICTED WITHIN THESE TH PROPOSED DC-I2 CONSTRUCTION DRAWINGS.BASED ON THE Him sl To BOX ON H-FRAME CONCLUSIONS OF THIS REPORT,THE ANTENNA MOUNT HAS BEEN DETERMINED TO HAVE SUFFICIENT Existing AT&T CAPACITY. SITE s Existing DC-6 Box Power & Telco NORTHAMPTON On H—Frame Demarcation 2. MASER CONSULTING PA HAS NOT BEEN GLENDALE RD CONTRACTED TO PERFORM A STRUCTURAL ANALYSIS - FA#10071524 ON THIS TOWER OR ANTENNA MOUNT AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THE cnra arra. �. SITE#MAL05241 EQUIPMENT LAYOUT -o Aa STRUCTURAL CAPACITY AS REQUIRED UNDER THE 2 0 170 GLENDALE RD 2 4 MOST CURRENT LOCAL,STATE AND FEDERAL CODES. NORTHAMPTON,MA 01062 A STRUCTURAL ANALYSIS OF THE TOWER AND TOWER FOUNDATION MUST BE PREPARED BY AN HAMPSHIRE COUNTY _ SCALE 11"-2'FOR 22"X34" APPROPRIATE LICENSED STRUCTURAL ENGINEER (SCALE 11"-4'FOR 11'X37") CERTIFYING THAT THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT ALL MT,LAUREL OFFICE EXISTING AND PROPOSED ANTENNAS,SUPPORTS, 2000 Mkla rk D­ CABLES AND APPURTENANCES COMPLIES WITH THE 51i 100 MI.—M NJ 88054 MOST CURRENT LOCAL,STATE AND FEDERAL CODES. Ph r .856.n7.W 2 . F.856122.1120 z 3. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM small aolNio eetQmew eonwnlnB.mm 3 THAT ANY IMPROVEMENTS AND REINFORCEMENTS zXENrrr. a REQUIRED BY THE STRUCTURAL ANALYSIS ELEVATION VIEW EQUIPMENT LAYOUT AND fr CERTIFICATION ARE PROPERLY INSTALLED PRIOR TO 15 0 15 30 THE ADDITION OF ANTENNAS,CABLES.SUPPORTS ELEVATION VIEW AND APPURTENANCES PROPOSED ON THESE DRAWINGS OR OTHERWISE NOTED IN THE SCALE:1"-15'FOR 22X34" STRUCTURAL ANALYSIS. (SCALE:1"-35'FOR 11"X17') a C-2 s" N N j4MMER C B E 1 8 1 T 1 1 1 P. K C"=!mm==h.IWm lanbupe ArWucu•Enwarnmmel Sdmtlm o cE� DIRu lmtlanc 6U 6 a mNJN NNwWk.VA iul v.EWyr4r G7 L7 ■HWn1-NJ ■Abu*-*.NH ■E=PA PA O O •Mvmdi NJNJ .Aft".W •P1ddW Y.PA ■M<=WL NJ ■Ne b,,%NY NY NTd iL MD W G �? �� W 1. It PROPOSED Wv PROPOSED AT&T PANEL Al E ANTENNA MOUNTED ON Al 41 y� t q PROPOSED 10'-0"LONG 2.0 STD PIPE MAST A2 ? (TYP.OF 3,1 PER SECTOR) A2O. 3; -01 Oammo \ vi A3 (EGPMMPSE \� i 4 at&t LTE SI i% i Existing DC-6 Dome i/y Existing DC-6 Dome Existing RRUS-11 :r- Existing AT&T Antennas PROPOSEDRRUS-4449 y Existing AT&T Antennas Mounted On (To. Of 9, 3 Per Sector) MOUNTED BEHIND ANTENNA (To. Of 3, 1 Per Sector) Monopole T` .: (Tw- Of 3) 1 (TYP.OF 3,1 PER SECTOR) � B/ B1 r C2 ( '. G C2 G Comma SeGLD Gp'MMPSEC�O0. L m L1E a�o SSE Existing %aro s Monopole se Existing Monopole B2 � MO NPOSE D -6 D ME B2c�a sma rtl i n k TEDMONOPOLE or C1 p`o r C1 �9 PROPOSED AT&T PANEL SEGt �� .f+ 58Gto, �' °�sF� ANTENNA MOUNTED ON GoR ma B3 �Oc o Gamma B4 'o p EXISTING PIPE MAST AMTS = �M15 a 9 (TYP.OF 3,1 PER SECTOR) � � �.P RCaII.Nr,below. 105 PROPOSED RRUS-8843 �� wu.FW°ay FOR STATE SPECIFIC DIRECT PF10NE NUMBERS NST: C' MOUNTED BEHIND ANTENNA 9 www.cAllell.ca+ 0c, (TYP.OF 3,1 PER SECTOR) pWrvurem po pp ArE AS SHOWN 18946076A EXISTING ANTENNA LAYOUT PROPOSED ANTENNA LAYOUT NOT TO SCALE NOT TO SCALE 2 ILIVIB REVISED PER COMMENTS AIC RA I IIrIVIe FDR coNSTRucTaN RA RA 4 1N1ne mAEJ ,Iii lW Jas M REV DATE puwN ky ry ANTENNA SCHEDULE A REMOTE TRANSMISSION CABLE SECTOR EXISTING AN'T'ENNA PROPOSED ANTENNA TECHNOLOGY ANTENNA A HEIGHT(in) WIDTH(in) D=Rn) WEIGHT(lbs) ANTENNA AZIMUTH(DEG.) ANT.CL ELEV.(h.) RADIO/CMA QUANTI CONFIGURATION •n LENGTH TYPE STATUS STATUKATHREIN KATHREIN O MnssACHu Es20NA1 CO 1 8001012201 80010122,01 UMTS REMAIN 75.50 10.30 5.90 63.90 20° 174' (1)T1`08.19D8111-001 1 200 1518"COAX EXISTING (� GINFFR u E :52056 KATHREIN 2 LTE PROPOSED 96.00 20.00 6.90 125.70 20° 174' (I)RRUS-4449 1/2 100 FIBER/DC EXISTING `o - 80010966 a POWERWAVE TH 3 - REMOVED - - - - - - - - - KESPO sl TO P65-17-XLHAR - KATHREIN CCI 4 LTE PROPOSED 96.00 11.70 7.60 66.60 20° 174' (2)LGP RRU 21901 S-W434D� +IF will 80010122,01 HPA-65R-BU8AA Boololzz,ol Boolol NORTHAMPTON I 007012144 00101zz,ol z Dc E1N UMTS REMAIN 75.50 10.30 5.90 63.90 140• 174' (1)TT08.19D8111-001 1 200 S/8'C ALX PROPOSED GLENDALE RD EXISTING KATHREIN FA# 10071524 0 2 - 80010966 LTE PROPOSED 96.00 20.00 6.90 125.70 140• 174' (1)RRUS-4449 - - - - SITE#MAL05241 coMnlscoPE 3 REMOVED 170 GLENDALE RD SBNKID6565C NORTHAMPTON,MA 01062 4 KATHREIN CCI LTE PROPOSED 96.00 11.70 7.60 66.60 140• 174, (2)LGP 21901(GRADE) 2 200 IS/B'COAx EXISTING HAMPSHIRE COUNTY 80010122,01 HPA-65R-BU8AA (1)RRUS-8843 KATHREIN KATHREIN i 1 UMTS REMAIN 75.50 10.30 5.90 63.90 250° 174' (1)7T0819D8111-001 2 100 I S/B'COAX EXISTING 80010122,01 80010122,01 KATHREIN MT.LAUREL OFFS E y, n 2 - LTE PROPOSED 96.00 20.00 6.90 125.70 150° 174' (I)RRUS-4449 - - i4l diM I.ntT80010966 Sulu 100. - - .7 T041POWERWAVE Phone:856.797.0112 3 - REMOVED - - - - - - - 1-856722.1 IN P65.17.XLHRR - WRrn.wlu0om'Dmaserwmutirq.mm 7 KATHREIN CCI LTE PROPOSED 96.00 11.70 7.60 66.60 250• 174' _ 3 (2)LGP 21901(GRADE) 4 I 200 1 SIB'COAX EXISTING S 80010122,01 HPA-65R-BU8AA (I)RRUS-0843 11err rare: ANTENNAUTS AND AN E NA SOD SCHEDULE 's 'a C-3 j4MASER 27.00' c�zwmer Loy.rcr mrouA.u"nr s,nd,�uv.r • F 26.00• ano Fl.a,ez 111 Sv.gaa 24.00' 8.80' Llnda ArtN—•EmbanvRd Sde - OIE Lm ■RM Bank NJ •Sl d.,VA ■Hawdame,NY ■❑nr°R NJ ■Naddk VA ■Lehr ViNe/.PA ■11.l t NJ ■.11NM ■LEI=PA ■M.—NJ ■All NY ■PNlad.10 PA ■IML AHv­NJ •CN,—Ridge.NY III C —*.MD ■IML laud.NJ ■N—b.#,NY ■Ta FL cnnFc�oin w"c".ae rwu W-cw+.e".s..re.a�n.�.s �a+�ee�v x"mr PROPOSED 10'-0"LONG 2.0 STD PIPE MAST MOUNTING PIPE g (POSITION 4) POLE MOUNTED RRU PROPOSED ANTENNA o MOUNTING J a t M Existing Pipe Most BRACKET(TYP.) `��/, 11 (Position 2) PROPOSED B„ ANTENNA • FRONT VIEW RIGHT SIDE VIEW MIN. PIPE MOUNT PROPOSED ANTENNA ADAPTER f2'2" 4 PROPOSED PI000 UNISTRUT MOUNTING BRACKET JND CAP(TYP.) Existing Unistrut(T)p.) ' - - WEIGHT=56.316s • e ® GO ®p BOTTOM VIEW s m a rt l i n k RRU MOUNTING DETAIL DC1248-60-25E OVERVOLTAGE PROTECTION&POWER NOT TO SCALE MANAGEMENT JUNCTION BOX ANTENNA MOUNTING DETAIL NOT TO BCALE051 g"Nc �h NOT TO SCALET. a,bebw. NOTES: "Call arras ee FO0.STATE 4ECIFIC DIRECT PHONE NUMBERS NSIT. WM/W.GLLUI ICOM I. ALL FASTENERS ARE 1/2'0.ALL DRILLED HOLES SHALL BE 9/16'0. 2. MOUNT DCI2 TO UNISTRUT WITH 3/8'0 UNISTRUT BOLTING HARDWARE AND SPRING NUTS. AS SHOWN I 8946076 TYPICAL FOUR(4)PER DEVICE SUBCONTRACTOR SHALL SUPPLY. OUTDOOR DC12 BOX MOUNTING DETAIL NOT TO SCALE 2 IIIILI8 REVISED PER CO-ENTS AJC M IiIL18 EOR CCRJSTAUCTtON PA RA I IINI/11 SUED FOR R9YEW I JCM M REV DATE DaAwN CHECK PLAN VIEW t;1 13.2' 9.3" F_ i 10 9.. O MASSACHU ES5 NAL N J GINE NO ER W 5205 © IT 1 TH E RESPO SI TO liff NMI: — NORTHAMPTON _ GLENDALE RD FA#10071524 m SITE#MAL05241 170 GLENDALE RD FRONT VIEW SIDE VIEW NORTHAMPTON,MA 01062 HAMPSHIRE COUNTY (HXWXD):14.9"X 132"X 10.5" (INCLUDES SUNSHIELD) WEIGHT=78 LBS W/O MOUNTING HARDWARE WEIGHT:72 LBS DIMENSIONS(H X W X D):14.9"H X 13.2"W X 9.3'(INCLUDES SUNSHIELD AND DOUBLE FILTER CHASSIS) I MT,LAUREL OFFICE WEIGHT:9 LS LBS A 100°Midlan"`o""` . I I I I I I Sura 100 6.9" Ih' 200' 1I 'M.'7.6_yl a�w,e:es6�as z WEIGHT=114.6 LBS WEIGHT S3.0 LBS RRUS-8843 B2/B66 DETAIL ERICSSON DUAL BAND Far.B56 1120 NOT TO SCALE RRU-4449 B 12+B71 DETAIL ej1d" ls@"'a"="I""'"°-w'" KATHRIEN 800-1966 CCI HPA-65R-BU8AA NOT To SCALE CONSTRUCTION DETAILS ANTENNA DETAILS NOT TO SCALE "`NOMBEP a A-1 j4MASER Cusaomer LoNSY Mmuph Gbm SxiAaavan ulalnl.a ErlOr ■PW r■$vrgon Lndaape ArdJuca■Fmlrvmvd$aiena'm OM ootlonc •0.ed NJ ■ K VA ■I4svdiorria NY • 0­ NJ ■Nar(dk VA ■1,1*VA".PA •Hamlmra NJ •Abprr9ue NM ■Eora PA Ab",•Marrrpra,NJ ■Ab ,NY ■KA d.W.K PA •Ml ArIME[an,NJ ■Cheauxrt 114a.NY■Cdurrbh.MD •Mc Laved,NJ •Na U'tia W ■Ta FL rr�c..rs rw w,y.a�� 66.90' 62.90' AT&T No.NEQ.15917 TECHNICAL SPECIFICATIONS DC POWER SYSTEM FEATURES NOMINAL SYSTEM VOLTAGE 48VDC OR+24VDC CONTROL MICROPROCESSOR(ACU+) RATED OUTPUT CAPACITY-MAXIMUM CONFIGURATION at&t SYSTEM 550 AMPS AT-48VDC PLUS REDUNDANCY 400 AMPS AT+24VDC PLUS REDUNDANCY 0 RECTIFIER 2000 WATTS(41.7A) / CONVERTER 1200 WATTS(50A),48VDC TO+24VDC �._. DISTRIBUTION PANEL(TOP) WIRED FOR(16)+24V AND(13)-48V BULLET POSITIONS (BOTTOM) (30)-48V BULLET POSITIONS ENVIRONMENTAL OPERATING TEMPERATURE -W'F TO 1157(-/0'C TO 46-C)CONTINUOUS OPERATION HUMIDITY O%TO 95% Z RELATIVE HUMIDITY,NON-CONDENSING i Z O 120' NEMA ENCLOSURE 3R THERMAL SOLUTIONS f POWER CHAMBER 2500 WATT DOOR-MOUNTED HEAT EXCHANGER, 2RU AVAILABLE SPACE FOR SURGE PROTECTION BATTERY CHAMBER FAN COOLED,FRESH AIR VENTILATION, HOLDS UP TO(3)BATTERY STRINGS EQUIPMENT GROUND BAR 10 POSITIONS s m a rt l i n TOP VIEW TERMINAL BLOCK 12-POSITION PHOENIX ALARM BLOCK, 32-POSITION PHOENIX ALARM BUNCHING BLOCK SAFETY 39.02' 31.81' DC POWER SYSTEM UL 1801 LISTED(US&CANADA).NEBS LEVEL 3 ENCLOSURE GR-187,UL 60950,AND SEISMIC ZONE 4 COMPLIANT / I 4 WEIGHT • RR°rECT YDLn�mF OUTDOOR Nedure N 512 816lbs(W/O BATTERIES) 3.00" 2300lbs(W/GNB BATTERIES) PUNTH TBD •�+below. R"Call bela-r ren as. CLEARANCES wR s7nTE sFEc1Mc omECT R1ONE NUMEFRs vlv.. FRONT 36' www.rXullcoM LEFT AND RIGHT 0' rot H�ro�. REAR 12' AS SHOWN 18946076A 17.50' g E 7.14' 3.50' 3.0"016 TYP.1 0"O(6 TY P.1 3 17/17/11 RENSE-mucMM�NTS yMC MM 14 y II/13/IB FOR CONSTRUCTI 7 I Ilal/I■ ESUm FOIL R6VEW ILM M REV DATE y cKG1 Q U IY Q MMA MASSACHL ES■ON Vl re GINE�EPJW SM56 = 9( 4.46' 22.84" li 5 cQ TH E LEFT SIDE VIEW FRONT VIEW 31.77" � REsro sl _ TO MOUNTING TEMPLATE SI : NORTHAMPTON GLENDALE RD FA# 10071524 SITE#MAL05241 OPTIONAL PLINTH 170 GLENDALE RD NORTHAMPTON,MA 01062 HAMPSHIRE COUNTY d s r EMERSON OUTDOOR NetSureT'"512 DC POWER SYSTEM i4l MT.LAVRELOFFICE Sww I c Dere Sloe I lb Y NOT TO SCALE Ma.Laurel NJ W" Mone:856.79]N 12 Fac.856.7221120 solulonl®R■IBrtvrnUlirpcom CONSTRUCTION DETAILS s A-2 'a 3 it j4MASER C O I, F l l I E ■ ..L c�:x«,r.Loy.ky m,w,9n u:x E, d •R.mc.0■rSurrryon landep.Ad— ,Wucv•Fmnr r—'Io of�e moos •Red Balt NJ ■SftA,%VA ■ .vIh—NY DOME COVER ■cl n NJ ■Nafdk VA ■-- PA SECURING BAND •H-1ux.NJ ■A■up.:pue NM ■Exon PA ■Mrmora.NJ ■Ab_.NY •RYIWalpliti PA ■Mc Ar,V—NJ ■Che—Ride,NY■Colu,rbm MD aurel ■Mc l .NJ ■N—N gt,NY ■T.mpA FL �.MMe'.rry AIR VALVE RAYCAP DC6 OVER VOLTAGE PROTECTOR WITH DOME COVER at&t I a TOP VIEW 9.25" RAYCAP DC6 9.00' OVER VOLTAGE PROTECTOR DOME COVER 1 DOME SECURING BAND MIN.2"TO MAX.4' smartlink GALVANIZED PIPE I ( � PROTECT You CLIP FOR ATTACHING Rw.a•,m..Ra.x�•rns.r. DC6(OVP)TO BASE .nw below. DOME COVER ASSEMBLY(TYP.) Call m«e fou ay SECURING BAND RAYCAP SUPPLIED rcR rrATE vrEclac pRECT PHorvE rvun9ERs vlv.. r POLE MOUNTING I www.ClLBI<on BRACKETS RAYCAP SUPPLIED SECURING O BAND FOR ATTACHING O �AS SHOWN 18946076A DOME COVER TO DC6 OVER RAYCAP SUPPLIED VOLTAGE PROTECTOR BASE ASSEMBLY I / CLIP LUGS FOR ATTACHING DEVICE TO BASE ASSEMBLY POWER CABLE FIBER CABLE OVAL INGRESS PORTS INGRESS PORTS x Ivivle RE�EFD PFA camErvn AIC RA F'�11 I-1 r'I 1-111 f�f�(1 rl Ilrlvla FOR ceNsrRUCTION FIBER JUMPERS(5) LTTJ DLJ UCI L10 DO❑❑❑❑❑O DEI l��J uAlq■ m�pR R■yFw pn RA (SEE NOTE) cxal er ■Y CABLE TIE BAR Wr 1.57" 1238' ELEVATION SIDE VIEW DC6-48-60-(S-SF WEIGHT)FIBER TRUNK) NOTES: O MASSACHuFES➢IONAL N 10.38" C� GINEER-LIE•-__ -_ 52055 (12 PR)FIBER TRUNK (6 Pit)FIBER TRUNK INGRESS INGRESS OPTIONAL ONE-HOLE GASKET FOR 18 BRACVIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE MOUNTING PR FIBER TRUNK CABLE NOT SHOWN BRACKETS.SUBCONTRACTOR SHALL SUPPLY THE PIPE CLOSED PORT RAYCAP DC6.48.60.18.8F&DC648.60"0-8F TS E RESPO SI TO FIBERJUMPER(4)ja FIBERJUMPER(4) DC POWER OVER VOLTAGE PROTECTOR(OVP) FIBERJLIMPER(5) FIBERJUMPER(5 POLE MOUNT BASE ASSEMBLY SI , DOO� ® �GASKET TY OF HOLES IN NORTHAMPTON FIBER SIDE GASKET(TYP) GLENDALE RD ® O POWER SIDE 0 POWER SIDE FA#10071524 DC JUMPERS O DC JUMPERS OC JUMPERS O DC JUMPERS SITE#MAL05241 CLIP LUGS FOR ATTACHING O CLIP LUGS FOR o 170 GLENDALE RD DEVICE TO BASE ASSEMBLY DOME COVER ATTACHING DEVICE DOME COVER (1YP 4) SECURING BAND TTACHI ASSEMBLY SECURING BANDBASNORTHAMPTON,MAO 1062 CLOSED PORT (TMP 4) HAMPSHIRE COUNTY Y (TYP 5) ALARM OPTION DC TRUNK ALARM PORT INGRESS PORT F DC TRUNK NOTE- INGRESS OTEINGRESS PORT MT.LAUREL OFFICE 3REMOVE CABLE SEALING GLAND AND INSTALL M32e1.5 poo MWI_ D,,.e 8 BOTTOM VIEW BOTTOM VIEW METRIC-TO-I'NPT ADAPTER(COOPER CROUSE-HINES P/N CAP Sure 100 740 994 OR EQUIVALENT MFR)WHEN CONNECTING CONDUIT Mc.mord NJ 06954 DC6-48-60-0-BF DC6-48-60-18-8F To OVP. P6_:9se.97.arz iS . Fz 966 712 1120 d1-1 TITE R,e,bNROR.�R,R,er�,■R�.�R a DC6 SURGE SUPPRESSION DOME DETAIL CONSTRUCTION DETAILS $ NOT TO SCALE En rvUrveEa. A-3 j4MASER C I C C C L E 1 1 t P. L C"=1:':%m.o�anuc n g.c m E/gi •R•nn ■$urveYat Ivdvope Amh,—•Enrlrmmenel Sua+dvu dice Laorwnv. ■Rd Back NJ •SbH.%VA ■HaWarna,NY ■._NJ ■",VA ■L gh V'11"PA Hardpan,NJ ■A..,. m NM ■E­PA ■Marmon,NJ ■Abny.NY ■mda 1phn.PA •ML Arlan,NJ •Chaa R.*-NY■C,1,b,MD •Mc l.,d,NJ •NewEnrgh.NY ■Tampa FL ymd.o»iar�c..ra rw..uPermr a•.—aw+...r.,� Comm,� at8ct smartlink --below. Anbnna 2 LTE AWS MW.n 1 Anbnne 2 �8 Atiw t AMPrm 2 LTE AWS Call Ndae yw dg f a'. �b ':6aiw'-6u3i^� fOR STATE SPKIP.0 DPIFCT ATONE NUMpeK—T: u Cso LTE B50rT00BC/PCS LTE AWS HATS MO ITE RSO/TWaC`. ��' LTE AWB lldrt6 ald LTE t601111IPCS ..m.. bOrd'"I e - .corm.• • i�Ow • • 'i�di'b a • www.. m. O.c Ow r rpt IaIX • • ° '' om m a dw i ,� ,..e ""` d.s iRn i �• i � .Eia ebx ra► m � � i /.�. � j .s psrAa� R.w d dE ,y nra ,� a +�csw Ncaw.a w+s din rr arw '-�s"�°11pwcam wix�l AS SHOWN Ie9� -A b I.rr � l 2 ILILIS REV6ED AA COMHENTS AJC M I/13/IB ONST0.UCTIDN M M II:V I'li dSUEJ idI RlMV JCII IIA �I^IF7 7 REV DATE t oA, n i arm _ VVI MASSACHUSLLNIY]FESHONAL N 5205 IT III Nbv�v SIO SI : NORTHAMPTON GLENDALE RD FA#10071524 SITE#MAL05241 170 GLENDALE RD ALPHA SECTOR BETA SECTOR GAMMA SECTOR NORTHAMPTON,MA 01062 HAMPSHIRE COUNTY 8 a MT.LAUREL OFFICE 2000 Mi 1 NJ Dore Sib 100 Mt. U_1 NJ 00054 i - Fuc 85 722.1120 BASED ON:RF ENGINEERING DESIGN ENTITLED"MAL05241_2018-LTE-Next-Carrier_LTE_om636a_2101AOJD5G_10071524_2467216_07/12/18_As-Built-In-Progress_v1.00".LAST REVISED 10/05/18. E�TTLE mman.wwrona�mmsercanwrorq.mn 6 RF PLUMBING DIAGRAMS RF PLUMBING DIAGRAMS �a A-4 NO.2 SOLID SOFT-DRAW N BARE j4MMER COPPER CONDUCTOR PCC I TI T CADWELD MOLD WITH C45 WELD METAL [ o E [u i [ E r. c,a�er L°yry liln4.<em GTC-161T CADWELD CONNECTIONEawIaneiope nenr�Rame.■SE...,-""- WITH CI50 WELD METAL 0 ' ■ S � OEIa lootiom: •Red 6■ik NJ ■S.A,%VA ■H• J� W ■CA—NJ ■N.A k VA ■Lelwo VYry,PA NO.5810,5/8'X I O'COPPER CLAD 0 7'�.. - ° ■Mamort N) ■Aft,.W ■ PA ■H.m[ma NJ ■AEApuery..NM ■ A GROUND ROD - ° o o u® ■w M.W—M 6 �R.*W.Cid—bb..MD NO.2 SOLID SOFT BARE Lj1 J +° ° ° 0 3 COPPER CONDUCTOR ( y °v_ a °'rO otO TWO HOLE COPPER l/ o COMPRESSION TERMINAL SSC IT CADWELD MOLD WITH VCS I TV3C CADWELD •_• _ _ C32 WELD METAL CONNECTION FOR 1 1/4"-4"0 STEEL PIPE WITH C45 WELD METAL NO.2 SOLID SOFT-DRAWN BARE STAINLESS STEEL HARDWARE COPPER CONDUCTOR LEGEND NO.2 SOLID SOFT-DRAWNCOPPER CONDUCTOR I-TINNED COPPER GROUND BAR,1/4".4'.20".NEWTON INSTRUMENT CO.CAT.NO. OR EQUAL HOLE t� at&t DOUR CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2-INSULATORS,NEWTON INSTRUMENT CAT.NO.30614 ELEVATION FLAT WASHER(TYP.) CADWELD DETAILS 3-5/8 LOCKWASHERS,NEWTON INSTRUMENT CO. LOCK WASHER(TYP.) NOT TO SCALE CAT.NO.3015-8 (STAUrx INLESS LE ST BOLT (STAINLESS STEEL) 4-WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. CAT NO.A-5056 NUT(TYP.) 5-5/8-I 1 X I'HHCS BOLTS,NEWTON INSTRUMENT CO. GROUNDING BAR CAT NO.3012-1 GROUNDING CABLE EXPOSED BARE COPPER TO BE KEPI TO 6-EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR HAVE AN ABSOLUTE MINIMUM,NO INSULATION IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ALLOWED WITH THE COMPRESSION ORIGIN AND DESTINATION. TERMINAL(TYP.) SECTION A-A (TYP-ONE SHOWN FOR RRUS SECTIONON"P'-SURGE PRODUCERS TYPICAL GROUND BAR s m a rt I i n k RRUS STY) CABLE ENTRY PORTS(HATCH PLATES)(#2) TGENERATOR F ELCO GROUND BAR ORK(If AVAILABLE)(#2) CONNECTION DETAIL COMMERCIAL POWER COMMON NEUTRAUGROUND BOND(#2) NOT TO SCALE +24V POWER SUPPLY RETURN BAR(#2) #6 AWG GROUND 48V POWER SUPPLT RETURN BAR(#2) TECT rouasE.= LEAD ATTACHED TO RRUS PER RECTIFIER FRAMES. MANUFACTURERS RECOMMENDATION SECTION"A"-SURGE ABSORBERS TO SECTOR GROUND BAR INTERIOR GROUND RING(#2) Call ti<�«.yW au. FOR EACH RRUS) EXTERNAL EARTH GROUND FIELD(BURIED GROUND RING)(#2) F00.SPATE SP -DDRED�B1R10NE NUMUM—T. METALLIC COLD WATER PIPE(IF AVAILABLE)(#2) BUILDING STEEL(IF AVAILABLE)(#2) PIPE MAST AS SHOWN 18946076-8 MASTER GROUND BAR NOT TO SCALE RRU GROUNDING TO ANTENNAS NOT TO SCALE ALPHA BETA GAMMA i iVIV18 ovEa coMMEMn Nc FA SECTOR SECTOR SECTOR ANTENNA ANTENNA ANTENNA ivi3ie Eoa coNsraucnau WEATHERPROOFING ANTENNA ANTENNA ANTENNA RX2J!T RXIfTXI KIT(TYP.) [ ii■uN ��raR AerEw oc. 0.EV DATE RRU MAST RRU MAST RRU MAST COAX JUMPER GROUND KIT(TYP.) CONNECTOR #6 AWG(TYP.) OO #2 AWG THW OR TW WEATHERPROOFING #2 PIPE MAST STRANDED GROUND LEAD SEE NOTE 2 ST AWG ANDED G OR TWUND Q nGINFFR JCF,jj a !1205 V1 MECHANICAL DOWNTILT STRANDED GROUND LEAD (� cwEER� F Sm5 ANTENNA MOUNTING #2 AWG THW OR TW STRANDED GND BAR IND BAR GND BAR BRACKET GROUND LEAD ATTACHED TO PIPE (CIGBE) ICIGBE) (CIGBE) ANTENNA CABLE WITH EXOTHERMIC WELD NEAR NEAR NEAR TO BTS EQUIPMENT ANTENNA GROUND BAR rr s ANTENNAS ANTENNAS ANTENNAS (TYP-) rn E —�TO SECTOR GROUND BAR REsro SI 70 #2 AWG(TYP.) NOTES: NORTHAMPTON GND BAR GLENDALE RD PROPOSED PANEL SURGE I. DO NOT INSTALL CABLE GROUND KIT ATA BEND AND ALWAYS DIRECT ANTENNA SUPPRESSOR (CIGBE) GROUND WIRE DOWN TO ANTENNA GROUND BAR. FA#10071524 (MASTER) SITE#MAU5241 L WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. 170 GLENDALE RD SCHEMATIC DIAGRAM GROUNDING SYSTEM TYPICAL GROUND WIRE NOHAMP SH COUNTY 62 TO GROUNDING BAR #2 AWG THW OR TW STRANDED GROUND NOT TO SCALE 7 LEAD ATTACHED TO ANTENNA PER MANUFACTURERS RECOMMENDATION MT.UUREL OFFICE 2000 . AN MOUNTINGU—d NJ Sra loo 112 TO SECTOR GROUND BAR S` BRACKET Ror.:AS6.797M - Fac-8567221120 i a1ro1:.eMAonc@maserconaA6np.com F ANTENNA GROUNDING GROUNDING D s AILS AND NOTEs G-I