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11-002 (17) HAYDENVILLE RD BP-2019-0725 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 11 -002 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ANTENNAS BUILDING PERMIT Permit# BP-2019-0725 Project# JS-2019-001189 Est.Cost: $25000.00 Fee: $175.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: DAVID COOPER 108961 Lot Size(sq. ft.): 7932711.60 Owner: NORTHAMPTON CITY OF SMITH SCHOOL Zonin : Applicant. DAVID COOPER AT. HAYDENVILLE RD Applicant Address: Phone: Insurance: 24 WENTWORTH DR WC BEVERLYMA01915 ISSUED ON.12/18/2018 0:00:00 TO PERFORM THE FOLLOWING WORK.-ALTERATION TO EXISTING TENANT, SWAP 3 PANEL ANTENNAS, ADD 3 RRUS AND 1 DC SURGE SUPPRESSOR, ADD DC CABLES 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 12/18/2018 0:00:00 $175.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner r �; EMP , E RECEIVED telecom DEC 1 8 ?018 December 17, 2018 DEPT.OF BUILDING INSPFCTIONS Louis Hasbrouck NORTHAMPTON,MA 01050 City of Northampton Building Department 212 Main Street, Room 100 Northampton, MA 01060 Regarding: Building Permit Application for Equipment Changes to Existing Telecommunications Facility by Existing Tenant, AT&T Property Address: Haydenville Road (AT&T Site ID MA5349) Dear Mr. Hasbrouck: Enclosed herewith, please find check# 1693 for the Building Permit Application fee in the amount of $175.00 relative to a permit application and related documents routed to your office on November 30, 2018. If it would be possible to email me a digital copy of the permit once issued (kwhite(&empiretelecomm.com) that would be wonderful. I have enclosed a self-addressed stamped envelope for return of the physical issued permit, or let me know if you require that the permit be picked up in person. Please do not hesitate to contact me at the number or email listed below should you have any questions, concerns or require additional information. Thank you for your attention to this matter. Sincerely, 9W't& r,Nti Kristen White Site Acquisition Specialist Enclosures: Check in the amount of$175.00 16 Esquire Road,Billerica,MA 01862 Mobile: 978-284-3801 Email: kwhite@empiretelecomm.com Versionl.7 Commercial Buildin Permit May 15,2000 City of Northampton Building Department 212 Main Street Room 100 Northampton, MA 01060 phone 413-587-1240 Fax 413-587-1272 APPLICATION TO CONSTRUCT,REPAIR,RENO ATFSr�hMJTMEJW1SI b'RQQCUP kNCY OF,OR DEMOLISH ANY BUILDING OTHER T1 IAN A ELLI 4G SECTION 1 -SITE INFORMATION NN b 030 1.1 Property Add ress: T is got Mon to be completed by office Haydenville Road Tower Lot 001 unit j Zone Overlay District ---- --- _.____._._-..--.-_ Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 'Global Tower Assets LLC (American Tower), 10 Presidential Way; Woburn, MA 01801 Name(Print) Current Mailing Address: See attached Letter of Authorization 781 926-7061 Signature Telephone 2.2 Authorized Anent: 'Kristen White, Site Acquisition Agent for AT&T ; Empire Telecom; 16 Esquire Rd.; Billerica,MA� Name(Print) Current Mailin;i Address: v�— (978) 284-3801 Signature Telephone SECTIO 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 [4 $7.00 2. Electrical j (b)Estimated Total Cost of $250,000.00 Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) --- — ---- ----- 5. Fire Protection ---- 6. Total=(1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑✓ Brief Description Alterations to existing tenant,AT&T's wireless antenna equipment: swap(3)panel antennas, Of Proposed Work: Add(3) RRUS,Add(1)DC Surge Suppressor, Add(2)DC Cables SECTION 5-USE GROUP AND CONSTRUCTION TYPE FN-o change to existing Use USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1 B ❑ B Business ❑✓ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U UtilityE3Specify: : M Mixed Use ❑ Specify: S Special Use Specify: Existing Unmanned Wireless Communications Structure COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE No Chan e Existing Use Group: �___....$ _ _ Proposed Use Group: N/A Existing Hazard Index 780 CMR 34):i� _ _ _ Proposed Hazard Index 780 CMR SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sl) N/A 1 S2 sr 2nd ------ 2nd 3rd 3rd Total Area(so Total Proposed New Construction�sf)_ Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: NIA 7.3 Sewage Disposal System: N/A Public ❑ Private ❑ N/A Zone' ___ Outside Flood Zone[:] Municipal ❑ 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 _.__ __. _ ____._-_... __.., NN-0-- h Cange_ Frontage ---- ___1 iNo Chane.., Setbacks Front N/A Side L R:i-. __._.. L:i R _.0 Rear _ ___j Building Height N/A- Bldg. / —' A Bldg. Square Footage - % r N/A_ N/A_ N/A N/A' Open Space Footage % (Lot area minus bldg&paved iN/A= =N/A- N/A 1V/A + _— parking) #of Parking Spaces N/A_ N/A__ i Fill: ](� (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW @ YES IF YES: enter Book Page, and/or Document#'i B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: ? C. Do any signs exist on the property? YES 0 NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO Q 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 O NO O 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: N/A Not Applicable 0 Name(Registrant): N/A Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): James P. Stroke; Vertical Resources Group _—� Professional Engineer Name Area of Responsibility 489 Washington St.; AuburnMA 01501 j 120068 Address Registration Number Stamped e'r Signed Construction Drawings Attached L508) 981-9590 t 06/30/2020 J Signature Telephone Expiration Date a 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 Empire Telecom USA, LLC Not Applicable ❑ Company Name: David Cooper, Empire Telecom USA, LLC Responsible In Charge of Construction 16 Esquire Rd.; Billlerica,MA 01862 Address -_C�2±J Px(978)284-3801 'OaSignature V 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 ® No 4 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize to act on my behalf, in II matters relative to work authorized by this building permit application_. Signature of Owner Agent for AT&T Kristen White Empire Telecom USA LLC I, as©w uthorize �Rbelief. hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge Si ned under the pains and penalties of periur1r_ _.__._________. jKristen Whit Print N 11/30/2018 S' tjf6 o nt Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:+David Cooper _ _ _ CS-108961 License Number C/o E pire om; 16 Esquire Rd; Billerica,MA 0186202/24/2019 1�_______ J Addre$d Expiration Date 1(978) 284-3801 u Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§26C(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 Q No 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: 123 Haydenville Road(tower);Northampton,MA The debris will be transported by: Empire Telecom USA,LLC 6 Waste Management,Inc. (WMI) The debris will be received by: Environmental Resource Return Corp. (ERRCO) Building permit number: Name of Permit Applicant Kristen White,Empire Telecom USA,LLC 11130/2018 Date Signature of Permit Applicant The Commonwealth of Massachusetts VV. Department of Industrial Accidents 1 Congress Street,Suite 100 < Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):Empire Telecom USA, LLC Address:16 Esquire Road City/State/Zip:Billerica,MA 01862 Phone#:617-639-4908 Are you an employer'Check the appropriate box: Type of project(required): 1.E]1 am a employer with 1 oo employees(full and/or part-time)! 7. ❑New construction 2.❑1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required] 9. ❑Demolition 3.[31 am a homeowner doing all work myself[No workers'comp.insurance required.)r 10 0 Building addition 4.O l am a homeowner and will be hiring contractors to conduct all work on my property. 1 will ensure that all contractor either have workers'compensation insurance or are sole 11.Q Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.o I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs These sub-contractors have employees and have workers'comp.insurance 14. Other Wireless site re 6.a We aa corporation and its officer have exercised their right of exemption per MGL C. development 152,§1(4),and we have no employees.[No workers'comp.insurance required.) 'My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowner who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ZContractors that check this box must attached an additional sheet showing the name of the sub-contractor and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:First Liberty Insurance Corporation Policy#or Self-ins.Lic.#: WC6-631-510650-018 _ Expiration Date: 11/30/2019 Job Site Address: 123 Haydenville Road City/State/zip: Northampton, MA 01053 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 verification. I do hereby certify under thepains and penalties of perjury that the information provided above is true and correct Signature: Date: 11/30/18 Phone#:617-639-4908 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Eng. Number OAA737023_C2_01 July 23 2018 Page 1 of 2 AMERICANTOWER* C O R P O R A T I O N Structural Evaluation ATC Site Number& Name 371771,Northampton MA, MA Carrier Site Number& Name MA5349,NORTHAMPTON RELO Site Location 123 Haydenville Road Northampton, MA 01053-9753, Hampshire County 42.35691667 N/-72.68597222 W Tower Description 189 ft Monopole Basic Wind Speed 90 mph(3-Second Gust,Vim)/115 mph(3-Second Gust,Vin) Basic Wind Speed w/Ice 40 mph (3-Second Gust)w/1" ice Code ANSI/TIA-222-G/2015 IBC/Massachusetts State Building Code,9th Edition Existing and Reserved Equipment Elevation'(ft) Mount RAD 4tY Antenna Mount Type Lines Carrier 6 Kaelus DBC0061F1V51-2 6 Powerwave TT08-19DB111-001 2 Raycap DC6-48-60-18-8F 186.0 186.0 3 Ericsson RRUS 32 B30 Low Profile Platform (12)15/8"Coax AT&T Mobility 6 Ericsson RRUS 12-Band 2(PCS) (2)0.39"Fiber Trunk 3 Ericsson RRUS-11 3 Andrew SBNH-1D8585C 3 CCI TPA-65R-LCUUUU-H8 6 Andrew ATM200-A20 3 Ericsson RRUS 11 B12 (6)3/8"RET Control 181.0 181.0 3 Ericsson RRUS 11 B2 Low Profile Platform Cable Metro PCS 3 Ericsson AIR-32 B2A/B66Aa (12)15/8"Coax 3 Commscope SBNH-1D65C (2)11/4"Fiber 6 Alcatel-Lucent 800MHz RRH w/Type 1 Notch Filter 3 Alcatel-Lucent 1900MHz RRH 167.0 167.0 3 Alcatel-Lucent TD-RRH8x20-25 w/Solar T-Arm (4)11/4"Hybdflex Sprint Nextel Shield 3 RFS APXV FM 14-ALU-120 3 Commscope NNW-656-R4 Equipment to be Removed Elevation'(ft) Mount RAD 4tY Antenna Mount Type Lines Carrier 186.0 1186.01 3 1 Andrew SBNH-1D8585C - - AT&T Mobility ATC Tower Services,Inc. -3500 Regency Parkway,Suite 100-Cary,NC 27518—919-468-0112 Office-919.466.5414 Fax-www.americantower.com Eng. Number OAA737023_C2_01 July 23 2018 Page 2 of 2 AMERICAN TOWER° C OR P OR AT I ON Proposed Equipment Elevation'(ft) Mount RAD Qty Antenna Mount Type Lines Carrier 1 Raycap DC6-48-60-0-8F 186.0 186.0 3 Ericsson Radio 4426 Low Profile Platform (6)0.78"8 AWG 6 AT&T Mobility 3 CCI HPA65R-BU8A (1)3 conduit Mount elevation is defined as height above bottom of steel structure to bottom of mount,RAD elevation is defined as center of antenna above grade level(AGL). Install proposed coax inside of the pole shaft. The existing and proposed loads listed in the tables above are compared to the tower's current design capacity or previous structural analysis. The tower should be re-evaluated as future loads are added or if actual loads are found different from those listed in the tables. The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. AAV/KMV �%t10F *RYAN K. 8 INN No,31 Go Authorized by "EOR" Jul 24 2018 8:55 AM COSi8n ATC Tower Services,Inc. -3500 Regency Parkway,Suite 100-Cary,NC 27518—919-468-0112 Office-919.466.5414 Fax-www.americantower.com Construction Supervisor for Empire Telecom,USA,LLC Empire Telecom; 16 Esquire Road;Billerica,MA 01862 Contact:Site Acquisition Specialist,Kristen White 978-284-3801 /kwhite@empiretelecomm.com Construction Supervisor: David Cooper 24 Wentworth Drive Beverly,MA 01915 617-639-4908 CS-108961 Expires 2/24/19 Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-108MI Construction 5upervcsor DAVID COOPS-R U WENTM ORTI BEVERLY MA 01ot�i d t%o` • CA.— Expiration- Commissioner 021142019 Waste disposal information for work completed in Massachusetts by Empire Telecom USA, LLC Empire Telecom USA, LLC is located at 16 Esquire Road; Billerica, MA. Empire Telecom USA, LLC,via its parent company, Qualtek, Inc., holds a contract with Waste Management, Inc. (WMI)for construction debris disposal, recycling, and waste disposal. Empire crews remove construction debris and trash from their works sites and return to the Billerica office and placed in dumpsters located at Empire offices at 16 Esquire Road in Billerica, MA. Debris is then transported by WMI to this licensed solid waste disposal facility: Environmental Resource Return Corp. (ERRCO) 270 Exeter Road; Epping, NH 03042 (603) 679-2626 ACOD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/29/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must 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 NAME: CBSSIe Burke Arthur J. Gallagher Risk Management Services, Inc. PHONE 85e 482-9900 a Noll:856-482-1888 4000 Midlantic Dr, Suite 200 EMAIL Mt. Laurel NJ 08054 ADDRESS: CherryHill.BSD.CertM@AJG.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:First Liberty Insurance Corporation 33588 INSURED Empire Telecom USA, LLC INSURERS:Liberty Mutual Fire Insurance Company 23035 1150 1st Avenue, Suite 600 INSURER C:AXIS Insurance Company 37273 King of Prussia, PA 19406 INSURER D:Liberty Insurance Underwriters Inc 19917 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:111597710 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD MM/DD/YYYY B X COMMERCIAL GENERAL LIABILITY TB2-031-510650-048 11/30/2018 11/30/2019 EACH OCCURRENCE $2,000,000 CLAIMS-MADE �OCCUR DAMAGE T RENTED PREMISES Ea occurrence $300,000 MED EXP(Any one person) $5,000 X XCU PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY JE T FX] LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: 1 $ B AUTOMOBILE LIABILITY AS2531510650-038 11/30/2018 11/30/2019 COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident C UMBRELLALIAB X OCCUR Q-001-000073672-01 11/30/2018 11/30/2019 EACH OCCURRENCE $5,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED TX RETENTION$ $ A WORKERS COMPENSATION WC6531510650-018 11/30/2018 11/30/2019X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $1,000,000 OFFICE R/MEMBE R EXCLU DE D1 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 D Excess Liability 1000324565-01 11/30/2018 11/30/2019 Each Occurrence 10,000,000 Aggregate 10,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Property Policy Policy#13 UUM BKO148 Policy Period: 11/30/18-11/30/19 Carrier:Hartford Fire Insurance Company Leased/Rented Equipment: Limit:$1,500,000 Deductible:$5,000 BPP Limit/Deductible:$6,825,000/$5,000 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Evidence of Insurance AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: _ LOC#: AC RV® ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMEDINSURED Arthur J.Gallagher Risk Management Services,Inc. Empire Telecom USA,LLC 1150 1st Avenue,Suite 600 POLICY NUMBER King of Prussia,PA 19406 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Environmental Insurance(Contractor's Pollution Liability) Policy#0311-0596 Policy Period:11/30/2018-11/30/2019 Carrier:Allied World Assurance Company,Ltd. Occurrence/Aggregate:$5MM/5MM Hartford Fire Insurance Company Inland Marine Policy Eff Date:11/30/18-Exp Date:11/30/19 Policy#13 UUM BKO148 Installation Operations-LIMIT:$5,000,000/DEDUCTIBLE:$5,000 In Transit-LIMIT:$1,000,000/DEDUCTIBLE:$5,000 In Temporary Storage-LIMIT:$15,000,000/DEDUCTIBLE:$5,000 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AMERICAN TOWER* C O R P O N A r 1 0 N LETTER OF AUTHORIZATION ATC SITE #/NAME: 371771 /Northampton MA SITE ADDRESS: 123 Haydenville Road; Northampton,MA 01053-9753 LICENSEE: New Cingular Wireless PCS LLC d/b/a AT&T Mobility I, Margaret Robinson, Senior Counsel for American Tower*, owner of the tower facility located at the address identified above (the -Tower Facility"), do hereby authorize New Cingular Wireless PCS LLC d/b/a AT&T Mobility, its successors and assigns, and/or its agent, (collectively, the "Licensee") to act as American Tower's non-exclusive agent for the sole purpose of filing and consummating any land-use or building permit application(s) as may be required by the applicable permitting authorities for Licensee's telecommunications' installation. We understand that this application may be denied, modified or approved with conditions. The above authorization is limited to the acceptance by Licensee only of conditions related to Licensee's installation and any such conditions of approval or modifications will be Licensee's sole responsibility. Signature: Print Name: Margaret Robinson Senior Counsel American Tower* NOTARY BLOCK Commonwealth of MASSACHUSETTS County of Middlesex This instrument was acknowledged before me by Margaret Robinson, Senior Counsel for American Tower*, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. WITNESS my hand and official seal,thislla_V� day of d Cy Ap✓ 1018. NOTARY SEAL GERARD T.HHFFROPJ I��( •� NofaryPubl10 Notary Public l ConvrawmallhofM==husetrs My Commissio4VExpiires,: MyAugW 9, 024l5pr *American Tower includes all affiliates and subsidiaries of American Tower Corporation. L� at&t November 30, 2018 RE: Proposed Equipment Upgrades to AT&T's existing Wireless Communications Facility at Property Address: 123 Haydenville Road,Northampton,MA 01053,AT&T Site#MA 5349 Good day: In anticipation of future equipment upgrades, existing wireless telecommunications facility tenant New Cingular Wireless PCS, LLC ("AT&T") authorizes Empire Telecom USA, LLC, "Empire", to act on their behalf for all site acquisition, equipment modification, and regulatory matters concerning the above referenced facility located at Haydenville Road;Northampton, MA 0 105 3. Sincerely, C� Kim Gurlitz, PMP Senior Real Estate& Construction Manager AT&T, Construction & Engineering—Site Acquisition, New England 550 Cochituate Road; Suites 13 & 14 Framingham, MA 01701 EMPIKE telecom November 30, 2018 Louis Hasbrouck City of Northampton Building Department 212 Main Street, Room 100 Northampton, MA 01060 Regarding: Building Permit Application for Equipment Changes to Existing Telecommunications Facility by Existing Tenant,AT&T Property Address: Haydenville Road(AT&T Site ID MA5349) Dear Mr. Hasbrouck Enclosed herewith,please find a building permit application for new work to be completed in 2019 by AT&T at the above-referenced site. The work permitted by BP-2018--531 was recently completed; if the permit remains outstanding in your files, do let me know and we will ensure the permit is closed before work begins for this new, subsequent equipment upgrade. Please refer to the construction drawings for details about the proposed alterations to AT&T's existing telecommunications equipment: swap (3)panel antennas, Add(3) RRUS, Add(1) DC Surge Suppressor, Add(2) DC Cables. The tower owner/operators American Tower Corp. *and its subsidiaries,have authorized AT&T and/ or its agents to apply for such permit. AT&T in turn has appointed Empire Telecom USA, LLC, as their agent for permitting and regulatory approvals. If it would be possible to email me a digital copy of the permit once issued (kwhite _mpiretelecomm.com)that would be wonderful. I have enclosed a self-addressed stamped envelope for return of the physical issued permit, or let me know if you require that the permit be picked up in person. Please do not hesitate to contact me at the number or email listed below should you have any questions, concerns or require additional information. Thank you for your attention to this matter. Sincerely, X"4M 6)) Kristen White Site Acquisition Specialist Enclosures: Building Permit Application Workers Compensation Insurance Affidavit Letter of Authorization from American Tower Corporation Letter of Authorization from AT&T Copy of Construction Supervisor License Certificate of Insurance (3) sets of 11"x 7" Construction Drawings Check in the amount of$175.00 16 Esquire Road,Billerica,MA 01862 Mobile: 978-284-3801 Email: kwhite@empiretelecomm.com PROJECT INFORMATION SCOPE OF WORK UNMMINED CCMMUNICATIONS FACILITY MODIFICATIONS INCLUDING -(£)LIE700614 PCS NCS 7PA65RLC000UH8 MOWD TO POS/RONJ fROM P0917ON 12(1(SECT,3 TOT.) -(P) L7E700bc/AWS CG NPA65R6U8A TO REPLACE EA7577NG IN POsmLW/4(11SECT.,3 TOT.) -(P) L7EAW5 RRIJS-4426 BEMNO PANEL P09771W/4(/!SECT,3 TOT) -(P) By SHEL TER. , , -ADD Ind 00155216 -A00 2nd YMU -ADD IDLe CABLE t t -ADD NEW 001514 R IN LIE RAP( -ADD LTE700 R S-447478 NNT75 I N NEW 19'ACK 12 TOT.) -ADD(1E850 RRUS-4478155 UNITS CIN MEW 19"RACK(J TOT) SITE NUMBER, MA5349 SITE NAME: NORTHAMPTON - HAYDENVILLE RD ••�_� Mobility SITE ADDPESS: 101 HAYDENVILLE RD. LEEDS, MA 01053 TOWER OWNER: AMERICAN TOWER CORPORATION \� 116 HUNTINGTON AVE. 11TH FLOOR BOSTON, MA 02116 PROPERTY OWNER: SMITH VOCATIONAL/AGRICULTURL - - HIGH SCHOOL BO .D OF TRUSTEES ---- 80 LOCUST STREET, NORTHAMPTON, MA 01060 SITE NUMBER: MA5349 F A: 10552910 APPLICANT: AT&T MOBILITY 550 COCHITUATE RD SUITES3SITE NAME: NORTHAMPTON-HAYDENVILLE RD FRAMINGHAM, MA 01701 CONTACT: TELEL866866-915-15-5600 COORDINATES ±422' 2'2,'24.9" PROJECT: LITE 4C AWS MRTCB032105 LONG. W72'41'09.5" GROUND LEVEL, MAP LTE 5C 700D FirstNet MkTCB031485 DEED REFERENCE: N/A SITE PARCEL NO.: MAP M11, LOT 002 CURRENT ZONING: (NAD) LTE 6C 850 RTCB032 69 HORIZONTAL DATUM: (NAD) 1983 LOCATION MAP APPLICABLE BUILDING CODES AND STANDARDS DRAWING INDEX REV DIRECTIONS: FROM BOSTON TAKE I-90 WEST. TAKE EXIT 4 TOWARDS I-91 NORTH. PROCEED NORTH ON I-91, TAKE 1-91 NORTH EXIT 19. ATT OFFF RAMP PROCEED STRAIGHT ONTO DAMON RD. SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARDS AND SPECIFICATIONS. 01 TITLE SHEET 0 DAMON RD TURN INTO BRIDGE RD. TURN RIGHT ONTO RT-9 WEST. ACCESS ROAD WILL BE ON SUBCONTRACTOR WOP.K SHALL COMPLY WITH ALL APPUCABLE NATIONAL, STATE, AND LOCAL CODES RIGHT JUST AFTER BERNACHE ST. AS ADOPTED B1 THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE SITE ACCESS' LOCKED GATE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT 02 NOTES 0 1 AWARD SHALL GOVERN THE DESIGN. ns BUILDING CODE: 03 SITE PLAN&EQUIPMENT PLAN 0 a MASSACHUSETTS BUILDING CODE LATEST EDITION � 1 TAw -- S r E ELECTRICAL CODE: 04 ELEVATION VIEW&ANTENNA LAYOUT Q NATIONAL ELECTRICAL CODE LATEST EDITION 147 West Pelham SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING ' t STANDARDS. 05 GROUNDING DETAILS 0 " Hatfield, ! AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, B - NINTH EDITION °Hadley AMERICAN NATIONAL STANDARDS INSTITUTE/TELECOMMUNICATIONS INDUSTRY ASSOCIATION (ANSI/TIA) 222-F OR G AS APPLICABLE. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND y o ANTENNA SUPPORTING STRUCTURES: ,q _._ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR Bay)zd Av •� I�1 oy IteR= Park TELECOMMUNICATIONS o i I.1umt SWIe O ej�'-�i'`( �doo. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH Holyoke Range State Park I RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC Thw1IwrI� 116 Belchertown.; EQUIPMENT \ AT LEAST 72 HOURS PRIOR TO DIGGING, r• Eestllampton Q' THE CONTRACTOR IS REQUIRED TO Wesl Sl IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CALL DIG SAFE AT I-88&DIGSAFE - - - 1�1 Granbv \ CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE") - - 0T '.TVynaoH Pak F M A S S A C H U E TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS 1 CONTACT& UTILITY INFORMATION l a�S, _- ANSI T1.311. FOR TELECOM DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION CT CONTACT CONTACOMPANY PHONE NO, c outh Hadley Vvestover ' FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, ENGINEERING: ( ) Ar Farce z, METHODS nF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT MIGUEL NOBRL VRG 508 981-9590 l _ \ r SITE ACQUISITION: DAVID COOPER EMPIRE (484) 683-5349 �-.� 73 Ba Y � j SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC BILL DANIELS EMPIRE 484 683-5349 s 3e � _ REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. CONSTRUCTION: ( ) UTILITIES N 202 ) eNer4 Ludlow POWER: WORK REQUEST GROUP NATIONAL GRID (800) 375-7405 �SL TELCO: VER[ZON (800) 941-9900 a ,hrcopee(` t1 P a zo un uynN*h t `� I a e I dale Para SITE NUMBER: MA5349 ���� 489 Washington Street SITE NAME: NORTHAMPTON 0�� ATBCT M�B�L�TY VRAuburn, MA 01501 HAYDENVILLE RD rj ' eTel. (508) 981- 9590 EMPIRE toIeco PROJECT: LTE 4C 5C 6C tMobility "° t( ) sso cocHITUATE RD 08/22/18 FOP CONSTPUCn0 GAN. TITLE SHEET Fa■ 508 519 - 8939 mmbre0verticalnsourcesgrp.co EMPIRE TELECOM USA,LLC 101 HAYDENVILLE ROAD VERTICAL RESOURCES GRP. 15 ESQUIRE ROAD LEEDS,MA 01053 SUITES 13 & 14 �. ra n.,uaEa canwmc vw aLR aer BILLERICA,MA 01821 N0. DATE REVISION er CNK APP'D r \' HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE DESIGNED M N.N. DRAAN WY GAM. ` MA5349-aC5C6C Ct 0 i i tygg; Antenna 1 Antenna 3 Antenna 4 DO NOT INSTALL CABLE FROM ANTENNA/ GROUND KIT AT A BEND TOMER MOUNT O 850 UMTS LTE 700/PCS/WCS/B14/850 LTE 700 BC/AWS AND ALWAYS DIRECT AMPLIFIER NOTE: DO NOT INSTALL CABLE GROUND ar dbe d BroaAbard Srmdband Broadband Broadbarid Broadband B,wdw�d Broadband BrwdL.,d GROUND WIRE DOWN TO BraadfNb Brwdhard CIGBE NIT AT A BEND AND ALWAYS DIRECT 32 p0r1 12 pmt 12 pmt L2 part 12 Part 12 Pmt Hey Hgh Hey X GROUND WIRE DOWN TO CIGBE GROUND BAR IOW H� 700 ®0 AWS/1NLT ANIS/NC'S PC5 PCS Low Hgh Hgh ON WALL OR 700/850 P6/AW5 3Feet Narimwn Sepratcn TX ON ANTEIII���,,,NA between LTE Antennss T%R% TOWER /6__AWG FROM N5/A .45/a. 6 Fxt Mhimvn 5epxaton .45/-45 .45/-45 NS/45 +45/45 +45/45 "45/d5 700/8.0 47x/4Ra 4T,/4R. UND KICATBLE between 700SC 9 700 DE +45/-15 .45/-45 +45/-d5 COMMSCOPE _ RFT RET RET JUMPER REQUIRED ONLY Br WHEN I 1/4AND LARGER PROVIDE NO—OX (TMP) BEHIND 2-HOLE LUGS ; ANTENNA CABLE 9161,2 Q O O O O O O O TO CABLE TRAY(TYP.) O O 916132 6 AWG FROM ANTENNA O HOLE LIJG. TO BE FRAME SUPPORT Cd:BE GROUND 84R USED WITH f2 AWG BCW NEWTON,SIMILAR i0 TO BUILDING AND RING MOUNTED NEAR/BELOW GROUND ANTENNA /2 AWG BCW M GAWG ROUND WIBONDED INSTALLATION OF GROUND TALONG BEi IGBWIRE TO GROUND BAR z SCALE:N.T.S. OS _ CONNECTION OF GROUND WIRES TO GROUNDING BAR (CIGBE�) /�/ SCALE: H.T.S. \/ NX:u/tcu 1m 11EI0 bei Decom DC Rar4 r w �k IlSs NOTE 2 NOTE 2 NOTE 2 NOTE 2 ANTENNA COAX ANTENNA COAX ANTENNA COAX 2—GPS COAX BOT GND kIT DOT OND KIT BOT.CND KIT CND KIT UMTS 1"NodeB CABLE CABLE CARIE CABLE 2 ren PEH r 0 DB 13 30' I50' 270' A6 APIC 6630 5216 XMU S216 XML ANTENNA ANTENNA ANTENNA NOTE I NOTE 1 NOTE 1 DIVATCH ANTENNA COAX ANTENNA COAX ANTENNA COAX EDU. SWITCH TOP GND KIT11 TOP GND klT TOP GND kli 11RL IDL CABLE CABLE CABLE GPS 06 - T /2 BCW GROUNDING CONNECTION DETAIL �1 �� /2 BCW r-B B14 Radiowill be on its own.Sector A and C will share the B14 Radio.Port 1&2 will be used for sector-A.Port 3&4 to be used for sector-C. GND BAR GND BAR GND BAR SCALE:N.T.S. OS NOTE,° 1. CONTRACTOR TO CONFIRM ALL PARTS ALPHA/BETA/GAMMA PLUMBING DIAGRAM 2. INSTALL ALL EQUIPMENT PER 3� T M MANUFACTURERS RECOMMENDATIONS SCALE: N.T.S. R2 Bcw • • • • 2/0 DCW TO SHELTER /2 CREEK — GkOUNO SrSTEM NEWTON INSTRUMENT COMPANf, INC. INSULATED GR TO CONDUITS _ BUTNER, N.C. OR APPROVED EQUAL 1-2 AWG O PMN GROUND BAR UTIE IN EQUIPMENT SPACE OR BURIED BOTTOM MGBCABLE TRAY O0 BCWWER EYISTING ITEM REO. PART NO. DESCRIPTION GROUND CONDUCTOR AS APPLICABLE 2 Q1 1 7 4"X4"X12" PRE DRILLED CND. BAR EXOTHERMIC WELD 3 / (OUTDOORS ON—GRADE ONLY 2O 2 A-6056 WALL MTG. SRKT. I 7/16' 0 0 NOTE: O 2 3061-4 INSULATORS 4 0 ° 0 4® 2 BOND ANTENNA GROUNDING KIT CABLE TO TOP CIGBE 2 3012-13 5/8*-1124" H.H.C.S. 2. 0 0 o O BOND ANTENNA GROUNDING KIT CABLE TO BOTTOM CIGBE Q 0 p 0•0 ° ° 4' 5O 4 3015-8 5/8 LOCKWASHER o o OJ. 5 °© 2 3014-9 5/8"-11 HEX NUT 1011 SCHEMATIC GROUNDING DIAGRAM SCALE: N.T.S. D$ GROUND BAR DETAIL 'B SCALE:N.T.S. 05 SITE NUMBER: MA 349 AM �` at Q F T&T MOBILITY SITE NAME: NORTHAMPTON CX VRG 189 Washington Street aAuburn, MA 01501 telecom p HAYDENVILLE RD f► �z�a Tel. (508) sat— 9590 E Nl f'IR E {�r`i) C O m PROJECT: LTE 4C 5C 6C ���+�' Mobility OtiLADING DETAILS FOv (508) 519 - 8939 a550 COCHITUATE RD /22/18 FOR CONSTRUCTION GAM.mnobreOverticalresourcesgrp.coo. EMPIRE TELECOM USA,L_r. 101 HAYDENVILLE ROAD - VERTICAL RESOURCES GRP. 15 ESQUIRE ROAD LEEDS,MA 01053 SUITES 13 & 14 cNAwINc'+v eF BILLERICA, MA 01821 FRAMINGHAM, MA 01701 NCt1ATEREv51aN 11r . MPO 05 0 HAMPSHIRE COUNTY SCALE DES GNED tD': M.N. DRAWN BY: G.A.M 4~. M ti'', ?Y l; 4 � =� GENERAL NOTES CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES ELECTRICAL INSTALLATION NOTES(cont.) I.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. ALL CONCRETE WORK SMALL BE N ACCORDANCE WITH THE ACJ 301,AC 318,AO 33Q ASTM A184,ASTM A135 AND 111E DESIGN AND 1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE 15.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT CONTRACTOR - PRIME CONTRACTOR CONSTRUCTION SPECIFICATION FOR CAST-IN-PUCE CONCRETE. WITH THE PROJECT SPECIFICATIONS,NEC AND ALL APPLICABLE LOCAL (I.E.,RIGID PVC SCHEDULE 40,OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) CODES. OWNER - AT&T WIRELESS 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4001 PSI AT 28 DAYS,UNLESS NOTED OTHERYASE.A HIGHER SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED INDOOR ODM - ORIGINAL EQUIPMENT MANUFACTURER STRENGTH(4000 PSI)MAY BE USED. 2.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL LOCATIONS. 2 PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMUARIZE WITH THE EXISTING CONOMONS AND 3. REINFORCING STEEL SMALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SMALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT 16,ELECTRICAL METALLIC TUBING(EMT), ELECTRICAL NONMETALLIC TUBING TO CONFIRM THAT THE WORK CAN BE ACCOMPUSHED AS SHOWN ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT CONFORM TO ASTM A 185 WELDED STEEL WERE FABRIC UNLESS NOTED OTHERWISE, SPLICES SMALL BE CUSS'B'AND ALL HOOKS BLOCKED. TO THE ATTENTION OF CONTRACTOR SHALL BE STANDARD,LINO. (ENT).OR RIGID NONMETALLIC CONDUIT(RIGID PVC,SCHEDULE 40)SHALL 3.WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 3 ALL MATERIALS HALL SSU AND APPALLED SHALL BE IN STRICT ACCORDANCE WITH ALL DINA CES, CODES,REGULATIONS,AND ORDINANCES 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERMSE ON DRAWINGS: COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDU. SUBCONTRACTOR STALL ISSUE All APPROPRIATE MIOTICS AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF 17.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. CONCRETE CAST AGAINST EARTH........3 IN. 4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM USED FOR OUTDOOR LOCATIONS ABOVE GRADE. CONCRETE EXPOSED TO EARTH OR WEATHER: ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDII. ORDINANCES AND APPLICABLE REGULATIONS. 06 AND URGER..........................2 INCH 18. RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40 OR RIGID 4.DRAWINGS PROVIDED HERE ARE NOT TO SCALE UNLESS OTHERWISE NOTED AND ARE INTENDED TO SHOW OUTLINE ONLY. 15 AND SMALLER R WFF.............1 1/2 INCH S.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE PVC SCHEDULE 60)SHALL BE USED UNDERGROUND;DIRECT BURIED.IN TRAY RUNGS. AREAS OF OCCASIONAL UGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED 5 UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS EQUIPMENT,APPURTENANCES,AND LABOR NECESSARY TO CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS CAST AGAINST THE GROUND, 6.EACH END OF EVERY POWER, POWER PHASE CONDUCTOR(I.E., SLAB AND WALL............................3/4 INCH HOTS), GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE 19. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITS FLEX)SHALL BE 6.THE SUBCONTRACTOR PULL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS BEAMS AND COLUMNS...................1 1/2 NCH LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M USED INDOORS AND OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS SPECIFICALLY STATED OTHERWISE. NEEDED. 7. S A 3/4'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 OR EQ, L). INCH IDENTIFICATION PLASTIC ELECTRICAL TAPE WITH NF PROTECTION, IN IF THE SPECIFIED APPROVAL B CANNOT BE CONTRACTOR. A$SHOWN ON THESE DRAWINGS THE SUBCONTRACTOR SNAIL PROPOSE AN ALTERNATIVE OR EOWL).THE IDENTIFlOATION METHOD SMALL CONFORM WITTIER NEC 20.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 6. INSTALLATION OF CONCRETE EXPANSION @ OSHA' EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WIRITTEN RECOMMENDED PROCEDURE.THE COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW 6 SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND TI CABLES,GROUNDING CABLES AS SHOWN ON THE POWER, ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON 7 CL ALL ELECTRICAL COMPONENTS SHALL BE EARLY LABELED WITH FITTINGS ARE NOT ACCEPTABLE. GROUNDING AND TELCO PLAN DRAWING.ROUTING OF CONDUIT FOR POWER AND TELCO SHALL BE APPROVED BY OWNER OF SITE THE DRAWNGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED N ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE PERMANENT LABELS.AL EQUIPMENT SHALL BE LABELED WITH THEIR 21 CABINETS, BOXES,AND WIREWAYS SHALL BE USTED OR LABELED FOR 9.TUE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.EXPANSION DOLTS SHALL BE VOLTAGE RATING,PHASE CONFIGURATION,WIRE CONFIGURATION, BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWER. PROVIDED BY RAMSET/HED HUELECTRICAL USE IN ACCORDANCE WRH NEMA,UL,ANSI/IEEE,AND NEC. (LE.,PANELBOARD AND CIRCUIT ID'S).NO HAND WRITTEN LABELS 10.SUBCONTRACTOR SHALL L LEGALLY APROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTTER ITEMS REMOVED 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS(IBL 1905.6.2.3) ALLOWED. 22 WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLER; COVER. DESIGNED TO SWING OPEN DOWNWARD;SHALL BE PANDUIT TYPE E 11.SUBCONTRACTOR SMALL LEAVE PREMISES N CLEAN CONDITION. (A)RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT, B.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS (OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R(OR (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. (CIRCUIT ID NUMBERS)SHALL BE CLEARLY LABELED.NO HAND BETTER)OUTDOORS. SITE WORK GENERAL NOTES FOR GREATER THAN SX CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYUNDER TEST. WRITTEN LABELS ALLOWED. 23. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START C CONSTRUCTION. B. AS AN ALTERNATIVE TO ITEM 7,ZEST CYLINDERS STALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF CONCRETE 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL,SHALL MEET FROM EACH DIFFERENT BATCH PLANT O TOOL TO REMOVE SHARP EDGES. OR EXCEED UL 50.AND RATED NEMA 1 (OR BETTER)INDOS,OR NEMA 3R(OR BETTER)OUTDOORS A ALL ES,AND ACTIVE SEWER,D FOR,GAS.ELECTRIC,AND OPER HE WOR WHEREAL ENCOUNTERED N THE WORK.BULL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION EX OF THE OR SHALL BE RELOCATED AS ERECTED BY CONTRACTOR.EXTREME 9. COMPRESSIVE ESHALLSTIR NOT BE PLACED A NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERPED BY TESTS THAT OR POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING CAUTION SHOULD BE USED BY TIME SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES SUBCONTRACTOR COMPRESSIVE STRENGTH HAS BEEN ATTAINED. OR CONDUIT SHALL BE SINGLE CONDUCTOR(SIZE 14 AWG O 24. METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, SHALL WILL SAFETY TRAINING FOR THE WORKING CREW. THIS MILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED LARGER),60CV,OIL RESISTANT THHN OR THWN-2.CUSS B EPDXY-COATED,O NON-CORRODING;SHALL MEET OR EXCEED UL 514A SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 10. ALL CONCRETE SHALL BE SUPPLIED IN ACCORDANCE WITH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER STPAN DED OPPER },ALL SITE WORK STALL BE AS INDICATED ON TIRE DRAWINGS AND PROJECT 9PEgFlCATIONS SITES OPERATION;USTED ORBLLABE TD FOR THE LOCATION AAND RACEWAY PROTECTED(WP OR BETTER)OUTDOORS.4.F UM NECESSARY,RUBBISH,STUMPS,DEBRIS STICKS,STONES,TOP SOL AND OTHER REFUSE SHALL BE REMOVED FROM THE SSYSTEM USED.UNLESS OTHERWISE SPECIFIED.UE AND SOIL COMPACTION NOTES FOR SLAB ON GRADE: 25. NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR DISPOSED OF LEGALLY. 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS EXCEED NEMA OS 2:AND RATED NEMA 1 (OR BETTER)INDOORS,O 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL,EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE SHALL BE SINGLE CONDUCTOR(SIZE 6 AWG OR LARGER),6OOV,OIL WEATHER PROTECTED(WP OR BETTER)OUTDOORS. 5.ALL EXISTING INACTIVE SEWER.WATER,CAS,HER ISE AND OTHER UAT POI WHICH INTERFERE WITH TIRE EXECUTION OF THE WORK,SHALL CRUSHED AS AS REQUIRED. RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B BE REMOVED AND/OR CAPPED,PLUGGED N OTHERWISE O DISCONTINUED AT POINTS WHIG WILL NOT INTERFERE WITH THE EXECUTION OF THE D DRY) 26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY WORK,SUBJECT TO THE APPROVAL OF CONTRACTOR,DINNER AND/OR LOCAL UTILITIES. 2 COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A OUALFIED GEOTECHNICAL TECHNICIAN OR STRANDED OPERAON;CLISTED O PER LLABELEDRATED FORFOR THE LOCATIONAAND RACEWAY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE 6.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. ENGINEER IS ACCEPTABLE. SYSTEM USED,UNLESS OTHERWISE SPECIFIED. AC POWER DISTRIBUTION PANELS. 7.THE SUBCONTRACTOR BULL PROVIDE SITE SIGNAGE N ACCORDANCE WITH THE OWNER SPECIFICATION FOR SITE SGNAGE. 3. AS AN ALTERNATIVE TO INSPECTION MID'WRITTEN CERTIFICATION,THE'UNDISTURBED SOL'BASE SHALL BE COMPACTED WITH 27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE COMPACTION EQUIPMENT",LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 12.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT, &THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TRANSMISSION EQUIPMENT AND TOMER AREAS C. SHALL BE MULTI-CONDUCTOR.TYPE TC CABLE(SIZE 14 AWG OR BREWERS.CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE LARGER),BOOM,EL RESISTANT THHN OR THWN-2,CUSS B APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST UFE AND 9.NO FILL OR EMBANKMENT MATERIA SMALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS,SNOW OR ICE SHAM NOT BE PLACED IN 1. COMPACTED ABOVE SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSTED SINE OR GRAVEL COMPACTED N 3' STRANDED COPPER CABLE RATED FOR 90'C(WET AND DRY) PROPERTY. ANY FILL OR EMBANKMENT. LIF ABOVE COMPACTED SOIL.GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%PASSING 1'SIEVE. OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE 10.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION,SEE 5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOF ROLL THE SUBGRAOE SOLS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY LOCATION USED, UNLESS OTHERWISE SPECIFIED. DETAIL 303. PLATE COMPACTOR(SUCH AS SNAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 55E).ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR 13.ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BE 11.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY,SHALL BE FILL AND COMPACTED AS STATED ABOVE. CRIMP-SME,COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS GRADED TO A UNIFORM SLOPE,AND STABUZED TO PREVENT EROSION. AND BETTS(O EQUAL). LUGS AND WIRENUTS SHALL BE RATED 6. COMPACTION CRITERIA FOR CIPHER FILL AREAS ON SITE SHALL MEET THE SAME REQUIREMENTS AS NOTED/ROVE. EROSION CONTROL MEASUREIF REQUIRED DURING CONSTRUCTION,SHALL BE N URI CONFORMANCE NTH THE MOLAL JURISDICTION'S FOR OPERATION AT NO LESS THAN 75'C(SOC If AVAILABLE). GUIDELINES FOR EROSION AND SEDIMENT CONTROL 7. SOL COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK SITES. 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR 13.ALL EARTH WORK SHALL BE PERFORMED IN ACCORDANCE WITH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL ANSI/IEEE,AND SITES NEC. COMPACTION EQUIPMENT: STRUCTURAL STEEL NOTES: 1.ALL STEEL WORK STALL BE GALVANIZED IN ACCORDANCE OATH ASTM A123(HOT-DIP)UNLESS NOTED OTHERWISE.STRUCTURAL STEEL STALL BE HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JJMPING JACK COMPACTOR. ASTM-A-38 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN,INSTALLATION AND BOLTING SIAL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN INSTATE OF STEEL CONSTRUCTION(AISC)'MANUAL OF STEEL CONSTRUCTION'. 2 ALL MELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC.WHERE FILLET MEED SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL CONSTRUCTION'.PAINTED SURFACES SHALL BE TOUCHED UP. 3.BOLTED CONNECTIONS SMALL BE ASTM A325 BEARING TYPE(3/4'0)CONNECTIONS AND SMALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.STEEL FASTENER HARDWARE SHALL BE GALVANIZED IN ACCORDANCE MIH ASTM A153(HOT-DIP) 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'DIA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SMALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL MIEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED N ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD,HILTI OR APPROVED EQUAL 6.ALL STRUCTURAL STEEL SHALL BE SUPPLIED IN ACCORDANCE WITH TECHNICAL SPECFlCAPON FOR CONSTRUCTION OF RADIO ACCESS NETWORK SITES SITE NUMBER: MA5349 1 SITE NAME: NORTHAMPTON Jam'=""" ��Q,� AT&T MOBILITY 46Auburn. MA 01501ton Street HAYDENVILLE RD 1��►' & 1''"'RDI:"' EMPIRE teleco +•. Mobility VRGFox r6I. (5oa) sal- ssso PROJECT: LTE 4C SC 6C t� tyNOTES (506) 519 - 8939 EMPIRE TELECOM USA,LLC tom'' 550 CDCHITUATE RD �00/22/18 FOR CONSTRIICTON G.A.M. mnobreOverticolrimureeWgrp.com 16 ESQUIRE ROAD 101 HAYDENVILLE ROAD �`�" SUITES 13 & 14JOB NUMBER DRAWING NUMBER RLv VERTICAL RESOURCES GRP. LEEDS,MA 01053 No. HATE REVISION BY EWt ]APP-D BILLERICA,MA 01821 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE OESIONED BY' M.N. JORNAN BY: GAM. A5349-4C5C6C 02 0 i 4 f 7 TE)ATdr L)E70Lbc PANEL P AT&T ki/GW AIEW OC6 .Z-0-Af OC Q1EY y(QEj; (E)A7&T LTE 7SSURRUS-32(1/SEC T. 3 TOT) RDS/ TO B�RELOCATED ARRE570R MV fKL5771G RLVO 110UNf REFER TO fINA1 Rf DATA hf POs /0 3 ror.) )AT&T KW PU7FM91 LANORAE Nl SHEET FOR FINAL ANTENNA DUAL SW1vEL MOUNT AIM T&T 7A71112'MP EOUAC SETTNCS MID CONFIGURATIONS P ATtrT LTE7ttlbc ANS AEY (P)ATT - (P AT&T LT510 be AWS NEW �7- M`IJYER �� �•^ '�^' N - ( ccr A-A6sR-�a4 fLEV-tl9o'-6'AC o F(1�c�L ror) REFUGE EX6rAG L7E ¢ AT&T L IE PANEL PW7iKW j4(1/sfcr..J 70r.) r&r/s RRNL unu7s t ; wrxw roof (E)Ai&1 UM75650 PANEL P)ATdr L7E;1N5 RRUS-M26 (PJ AT&i LIEAWS MRUS-M?B ELEV. 1196'-0't ALL m o a POSU p 10 Bf J T Ci. 3 roT.)ON NEw (//SECT.,J ro7.J ON N W J TOT.) RETAINED(1/SFCi.3 7U/) 51111EL MQIR/T IX/AL SMIEL MOUNT f Aldi(9�IEANAS+�Mt94 $YI C 125 CA9IES (E)AT&T UM75850 ] (P)AT&T LAV AS RAILS-4426 1196'-0'ALL PANEL P059177 / 7 (1/SECr.J roil ON NE E)AT&T UM75850 PANEL Fn S" 1 70 BE REFV 70J ! (1TO BE J Carl �. 'p�k ! OUTAI.Sw MOw4r Z �E CARRIER ANTENNAS 0 BE RETAINED(Ii5ECT.,3 TOT.) �? ti�~ UM ,yI U Sp• HEXPoRT ELEV 3176'0' I. "' s (E)AT&T L/fWCS RRUS-J2(1hTCT,J!OI) 7 � (P)AT&T LR7WWAWS NEW MTSeSp AREMOTE L IEPCS RRU512 1 ZCT.,3 TOT.)ON (!)(,YJ/WNRTIP-9U81 \ - ELECTRICAL AT&r NEW VALAK.W7 PU IAAN ( 7O REPLACE EXISIFC LIE 'c. RISINF;�n+T KIT P/74 itN-12451 DUAL sx/tEl MOuvr d © !o- POsmaw p(1/SECT..J ror.) �i ATfT RAYC/�P 2 Damm HANORAL KIT P IAK-12 AS SPECElD w - S < o AT BACK LEI M"i ANAL KPLWT IN-18w 1 LT ! ��ORS 0 R AIVN El FFQ077 ti f '4I •f` OT PANEL OAIED 7-f 1-2019 SITE MA5349 I V ( 3 W PLACE CLMIP ON R/NC (ERCT&1 TO REYAII �. 1n� (1-12 T.,3 i07.1 AT&T /L2)Ero NE _ /E ,I TIL S L 'SII RELOCATED TO Po9MAY 1KP09W7KW 1J(1/.4CT.,J ro7. I' (E)AT&T/ L/IEMs li P1' p(l/sEcr.,J ror) �i I (//sEci.3 To ,yid , AQ f AT&r Im7wb9 PANEL I p1•• CT�'QI p1' ro PO.9 p(11,70 mTOT) A!&r LTE PANEL C I 'P0.9TION 70 BE J�N� (E)Al&T G9/PANEL J� I RIIOCA PPTOT) p ro BE P)AT&T L1E4W5/dPl/SNZ6 /J(/ T., roT.) IEP(A(ZTl(1/S£CT., / T. J 70T. pV IEW J roT.) (f)AT&T CMlS850 PMVEL 51111ELT Po.S.V'I70N 70 BE I RETAINED WN J TOT.) STRUCTURAL ANALYSIS TO I EXISTING PROPOSED ISOMETRIC ISOMETRIC DETERMINE TOWERS CAPACITY I TO SUPPORT PROPOSED I FRONT VIEII REAR VIEW ANTENNAS SHALL BE DONE BY ANTENNA MOUNTING PLAN VIEW P LTE700bc/AWS SCALE:N.T.S. D4 CCI TWELVEPORT 3 I SCALE:N S. 04 I (P)ATL IIS NEW S Y �/ACaTARNI 1-A',IBI F SLI GE REPIALE UE M ea P0.57IKM//4(I T.3 70T) (P)AT&T LTE850 NEN 3 (P AitrT A AU PLAT RU)" j .AUT OR EWA ro�soar MOLN7ED!IF RACK (1/sfcr J ror.) (P AI&TL7EANS RRUS1«29(1 T aAuL ror.1 MOUNTAEN .mEi Mvr W Dawax (E)�DXC T&T PLA7F[WM FRONT VIEW REAR VIEW SIDS VIEW L Ipl,Wi ALSS6 rJ RLCTANLTAAR (P) AT&T LTE700614 Rte'° Twj "70II AT&T AEN PUTFM41/REAIFMPCFJ/fN!_ RRUS-4478 614 K.P,NPRK-114$L i SCALE:N.T.S. a AFRAQ r xXEN Es w I (E)AT&r AF RRU iT)LiR ru Lr I PLA (Ej 2-RAN +6-0C POWER USES I CLAMP MOUNT MOUNT CLAMP (E)AT&T 12-1i'COANA 1`13.4'�r (E)AT&T L7EPC5/71 MOUNT CA&f5 i0 REMAIN m RRUS-12 acVIREC TO PANEL POSLRON i TO RETAIN (E)AT%LIE GPS ANTENN >� ELEVATION VIE (p AT&)T LIE7IXb/4 (1/ CT.,J TOT.) MIX1N7E0 TU SHELTER WACL TOP VIEII 11TNIED •E)AT() L IE(LOCbc 1 13.1" 8.2' 70 NEW 2 � 0 RRUS-11 �a� MOUNTED!7F RALK CONTE lf0 T XISING 12' PANEL N 25'LTE RACK (//SECT,1 roT.) t ro REMAMJ -AMD 2hd RBS5216 �' ACCESS GAZE ]*AT&T II 01 fcT..J Tor.) -ALD 2W ATA/ i ENSRNG 375.375' (P)Arr z E0 _�a"e u�aE I CA r FF RAf/( rOARIO WIRE aD ad / RR/Sy puL,W79bJ tj (P)Ardr NEW V"0NT PEA TIM C71p/ND ECEVA/KW �T FLOgP PLAN VIEII REIrcK'LE pr PAN 1 A1��AV 4E/ 3412'A.M.SL. FRONT VIER SIDE VIBW / TEO Fi RAOK ( CL,J ror/ �T 910/�SWWLd5J49 SIN-19W M11ED GRAPHIC SCALE (P) AT&T LTEAWS (P) AT&T RRU ELEVATION VIEW i RRUS-4426 B66 6 DUAL SWIVEL MOUNT 5 (P) LTE850/700b14 PROPOSED RRH & SURGE SCALE:1'=12 D4 scALE:N.T.S. D4 SCALE: EQUIPMENT RACK e (IN nET) SCALE N.T.S. �, SUPPRESSOR MOUNTING DETAIL I inch�12 It. SCALE:N.T.S. 04 SITE NUMBER:NORTHAMPTON ���� 6P SITE NAME: NORTHAMPTON ;'+� AT&T MOBILITY 089 urn, A Street EMPIRE to l e c o m HAYDENVILLE RD VRGF.,AU(5 8 MA 01501 ' 8"OTel. (508) 981- 9590 PROJECT: LTE 4C 5C 6C ►�+ Mobility N°'°°"'' ELEVATION VIEW (508) 519 - 8939 ��e 550 COCHITUATE RD 08/22/18 FOR CONSTRUCTION GAM. - - BC ANTENNA LAYOUT mrobremverticolresour—grp.com EMPIRE TELECOM USA,LLC 101 HAYDENVILLE ROAD VERTICAL RESOURCES GRP. 18 ESQUIRE ROAD LEEDS,MA 01053 SUITES 13 & 14 NO, DATE REVISION BY CNA APP'D JOB NUMBER DRAWING NUMBER REV BILLERICA,MA 01821 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE JOESIGNED 81': M.N. DRAWN B1" GAM. MA5349-4C5C6C 04 0 GENERAL NOTES 1.THE CELLULAR INSTALLATION IS AN UNMANNED 2.CONSTRUCTION,MAINTENANCE&OPERATION OF AT&T RF SYSTEM SCHEDULE PRIVATE AND SECURED COMPOUND.IT IS ONLY PROPOSED TOWER FACILITY WILL BE HELD IN ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ACCORDANCE WITH ALL APPLICABLE LOCAL, NNA AN N H REMOTE IN HIEDE ROUTINE MAINTENANCE AND THEREFORE DOES NOT STATE&FEDERAL REGULATIONS AND GUIDELINES. SECT STATUS BAND MAKE MODEL LxWXH Ff.AOL IPLE%E RADIOS L NaH TYPE mGTH RAYCAP REWIRE ANY WATER OR SANITARY SEWER SERVICE. 1HE FACILITY IS NOT GOVERNED BY REGULATIONS Al 158NG UID665a ANDREW saes-IONI C uxlt.b]1 70' - -- -- 2W REWIRING PUBLIC ACCESS PER ADA REQUIREMENTS. A2 A3 IXISTING I co abla.eer 3186' 30' 2—7— 0 sW M PROPOSED LTE700t,NWS CCI IPA65R-MM 9Wb11.h7A 30' ILSE Bt IXSIING UYIS850 ANDREW Sae4I095BSC %at1Y7.1 ±186 B2 P1 1 EX/SnNG AT&T(PS ANIEN✓A NN B3 EXWNG I1 CCI "N.Adr 3186' 150' 2Hsrmo t018W IOC OFFSET AREA 84 PROPOSED LTE70mc AWS CCI IIPA6W-BIYA Mb11.h71 1 150' Cf EXISONG UMR650 ANDREW SaN-ID8585C N.r11i31 270' - 32! 2ffi ENSTING r WOE x 4 TALL ENTRY PORT C2 -- WIN J EwrY POP75 C7 IXISIINC 11 CCI rrbtAldb 3186' 270' _ C4 PROPOS[0 L1ErODDc AWS CCI IPAfiSR-RIMA ibll.hl/ 2]0' EA151NG EX1ER/AAL prp/ND B EJOSrHC AT&T 5OrW EVSTNG 1 Oo5'ANIENV -UP OPERATOR ON ` - !x8'COMID IE PAD g/ fir/ x AT KE OPIOS fOP Wpp A 1A2 /L CF ". % \ EXISTING 112-0 AT&T LTE WS 24ER IRJI!a 6-OC [.IES , _ AN 70 SMR: s ANTENNA EXISTING AT&T CPS E.175A 7NC A.101 /-__ ________ _________ 001.111L TER 8001 Cp � NOUN iEO TO SNEL IER WALL I --___\_________ _____ r-r--- EX/STNG L lE GPS ANTENNA ON �) SUPPORT PIPE MOUNTED x / � (E�Ar&TUEmDxPArELrosna TOM ```-,- -----—�- -------------- CrAT I roObc PAM p(.VXW RJ roT ATdI KAELUS COW BAND ',rr I ♦ BLAERS ro BE RE-US£D ECUP'Vc ME7R0 PCS t (P)Ar&SAF MWS%OL1S-Id � Y .° WLPMENI AL I � \ � ,/SECT..6 TUT.) AV ( O7NCREIE PAD I I ( I I (E)Ald/UMi5850 PANEL PovnavI` ,o °Q' (E)AT&T NpC/A CW I I / ( I ' Oc /1 fro D£T UMTSD(,/SECT.,J TOT x G'i9T NOR TO BE I (E)NOIOA I / I P AT&LT�yL�TEIN Et7 7NC �gI DECCWM55IO ED AN I Gll 1 / / Nq r I p- FOP A TOTAL M, REMOVED 6 1 POWER LINES ry)AT&T LIEINS RRUSJIM(r/SEc7. DC J roc)a AEW DUAL 5WLi1 MKW.NT 2s � /)P ATdr UE7DDDc�A NEIN LGGY �M�sa (ERRT& IFE UW RAMI I I // 1 I (P)NEW ATdr RAYURG A&Y7 BU&vAt[L ucIXW�-- A2 40-ft SURGE LYE M AOSIIKN/r 1 ci.J roT.) ,,, x DC648-ruff w 2 1IN N PL T I 1------- / ARRESTpP IN DLIS7NG -R8-6D- N REMAIN/N PLACE I T /---- (FJ T&T UE dC PLACE ON GUY°ON RING I I // L1E L IAOLWr -0 IE RACK AWIER/N I -ADD 2nel ALU (E)ATdr LM70MC PANEL PM7M�Q TD BE � I �� -ADD Clte CABLE CCA IED 70 POSITION/J(r/sw J Mr. -A00 RBS 66.70 ATd7'1/EAK RXS-"w I RB5.7T0� / So kMTNEW I/ I I P AT&T L/E70CE/4 NEIY (E)ATI DVS R7US-,T2 ICSIMIfCMAlb!/N) AT&T L ANS AEIW I I I UNp,RUT 1+ro ( IWPfJACENy�X AV ((��)) ���� I 1 I NEW 2 FLOOR MOUNTED PDSAT&T I (r/YECT.,LJ NOT) COA .ITC.( 1 FF RACK(1/SECT,1 MT.) (£ AT&T UMT5850 PAWL P097XN FOR NEW LTE GPS \ (E)1ERIZOV CSC n BE RETAINED(i/SECT,J Mr. ANTENNA /p� cABWEr I ITED TO AEW'2J- I I FLOOD MO 1 0 EF RACK T.,3 roTJ (E)MAttn M£T£R I Burt I -- I (E)D7EITY I ------------- -----I I EXIS77NG GROUND RING IRANSFprYER I 1 AROUND SHELTER CEILING O O O I (E) TELCO PANEL �` _-_----_--___-__-__--_-J--- Q 0 x x x X x x x x x x x x x x X--1 (E)MAIN DISCONNECT C Y+ (E)200A BREAKER PANEL N7TH 7 EMPTY a0 GRAPHIC SCALE COUMPOUND PLAN SCALE f-W D3 EQUIPMENT PLAN 2 SCALE:I•.r o7 t loge=5 rl SITE NUMBER: MA5349 ���� 1 SITE NAME: NORTHAMPTON ' AT&T MOBILITY VRGFa489 Washington Street HAYDENVILLE RD /���' aP Auburn. MA 01501 E M F4R E to l e c o m �•�__- Mobility xTel (soa) sal— ssso PROJECT: LTE 4C 5C 6C t� 550 COCHITUATE RD SITE PLAN & EQUIPMENT PLAN (508) 519 - 8939 ��� x/22/19 FOR CONSTRUCTION G.A.M. mnobreOverticalreeoarcesgrp.com EMPIRE TELECOM USA,LLC 101 HAYDENVILLE ROAD 16 ESQUIRE ROAD SUITES 13 & 14 N0, MTE REVISION ey CWAPP'D JOB NUMBER DRAWING NUMBER REV VERTICAL RESOURCES GRP. BILLERICA,MA 01821 LEEDS,MA FRAMINGHAM, MA 01701 MA5349-4C5C6C 03 0 HAMPSHIRE COUNTY SCALE DE6X,1fED BY: M.N. DRAWN al: GAY i