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37-077 (11) BP-2022-0510 790 FLORENCE RD COMMONWEALTH OF MASS • CHUSETTS Map:Block:Lot: 37-077-001 CITY OF NORTHAMP ON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERE CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY F ND (MGL c.142A) BUILDING PE ' MIT Permit # BP-2022-0510 PERMISSION'S REBYGRANTED TO: Project# ANTENNAS Contractor: License: Est. Cost: 35000 NEXIUS SOLUTIONS INC 108430 Const.Class: Exp.Date:03/20/2023 CONTINENT'L CABLEVISION OF WESTERN NEW Use Group: Owner: ENGLAND I Lot Size (sy.ft.) Zoning: SR/WSP Applicant: NEXIUS SOL IONS INC Applicant Address Phone: Insurance: 2595 N DALLAS PARKWAY SUITE (603)738-0002 7012377268 300 FRISCO,TEXAS 75034 ISSUED ON:05/13/2022 TO PERFORM THE FOL LO WING WORK: INSTALL ANTENNAS 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHA PTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ) )2 Tie • • 10 Fees Paid: $245.00 212 Main Street, Phone(413)587-1240,Fax:(413) .87-1272 Office of the Building Commissioner File #BP-2022-0510 APPLICANT/CONTACT PERSON:NEXIUS SOLUTIONS INC 2595 N DALLAS PARKWAY SUITE 300 FRISCO, TEXAS 75034(603)738-0002 PROPERTY LOCATION 790 FLORENCE RD MAP:LOT 37-077-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHFCKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $245.00 Type of Construction: INSTALL ANTENNAS New Construction Y Non Structural Renovations 6 Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Penn' With Site Plan Major Project: Site Plan AND/OR SpecialPenni With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Perm its Required: Curb Cut from DPW Water Availability 'ewer Ava ilability Septic Approval Board of Health Well Water Potabilit Board of Health Permit from Conservation Commission Permit from CB chitecture Committee Permit from Elm Street Commission Permit DPW Sto Water Management Demolition Delay I Signat !e of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to co ply with all zoning requirements and obtain all required permits from Board of Health, Conserv+tion Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of CiL 40A.Contact Office of Planning&Development for more information. The Commonwealth of Massachusets IAAy 1 1 202' E j7Office of Public Safety and Ins ections C, ` Massachusetts State Building Code(780 CMR) _ ___ 1 Building Permit Application for any Building other than a One-or Two-Fanti iNve ngi:i. N I (This Section For Official Use Only) _ . _ ~-•----•-•- Building Permit Number. Z L" 510 Date Applied: Building Official: SECTION 1:LOCATION 790 Florence Road Northampton 01062 No.and Street City//Town Zip Code Name of Building(if applicable) 37-077-001 Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here II or check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify Collocation of New Antennas and Equipment Are building plans and/or construction documents being supplied as part of this permit application? Yes ® No 0 Is an Independent Structural Engineering Peer Review required? Yes ❑ No a Brief Description of Proposed Work Dish Wireless Proposes to install 3 Antennas,3 Antenna Mounts,6 RRH,1 OVP 1 Hybrid Cable,all to be installed on the tower.Dish Wireless ground installation will consist of installing 1 metal platform,1 Ice Bridge,1 PPC Cabinet,1 Equipment Cabinet,1 Power Conduit,1 Telco Conduit,1 Telco Fiber Box, 1 GPS Unit,1 Safety Switch if required,1 Fiber Nid if required,1 Meter Socket all to be installed in existing leased area. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): U Proposed USe Group(s): No Change SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1❑ H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R Residential R 1❑ R-2 0 R-3❑ R-4 0 S: Storage S-1 0 S-2 0 U: Utility IX Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA El IB ❑ HA CI IIBL3 IIIA ❑ BIB IV ❑ VA 0 VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information Sewage Disposal:NSA Trench Permit Debris Removal: A trench will not be Licensed Disposal Site 0 Public 0 NiA Check if outside Flood Zone 121 Indicate municipal 0 See Private CI or indentify Zone: oron siteCIrequired Ca or trench or specify: ' system permitis enclosed❑ Attached Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 124 Is Structure within airport approach area? 1 Is their review completed? or Consent to Build enclosed 0 Yes 0 or No IX Yes 12i No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): U Type of Construction _ Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: City of Northampton r ___ , sus sicMassachusetts ^? �.. '<<-.4' '� � *.r �,j' � ' DEPARTMENT OF BUILDING INSPECTIONS i r M fie 212 Main Street I. Municipal Building v,� Ca - Northampton, MA 01060 s3'Hh 110‘.1 PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR COMMERCIAL & MULTI-FAMILY NEW CONSTRUCTION/ADDITIONS/ALTERATIONS 1. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work (Digital & Hard copy). 3. Site Plan with location of proposed structure(s) and setbacks. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CSL and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (if applicable). 8. Note any Conservation and/or Special Permit requirements (if applicable). 9. Driveway Permit (if applicable). 10. Proof of Water and Sewer entry fees paid (if applicable). 11. Trench Permit (if applicable). 12. Initial Construction Control Documents filled out and signed by the Registered Design Professional in responsible charge. 13. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Continental Cablevision 1 Comcast Ctr,32nd Floor Philadelphia PA 19013 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Name Street Address City/T¢wn State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here aY. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Nexius Company Name Matt Granese CS-108430 Name of Person Responsible for Construction License No. and Type if Applicable 4 MacArthur Avenue Devens MA 01434 Street Address City/Town State Zip Diamante Moore (331)206-4815 _ _ Diamante.moore@nexius.com Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes 121 No ❑ SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6)=$ 35,000 1.Building $ 30,000 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ 5,000 appropriate mu.• ..a • ' =$_745 00 . 4.Mechanical (HVAC)PlumbingNote:Minimum f - =$ 4.M $ v 4 •ntact municipality) $ 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 35,000 (contact municipality)and write check number here l 7 I SECTION 13:SIGNATURE OF BUILDING PERMIT APPLCANT By entering my name below,I hereby attest under the pains and penalties of perjury that ail of the information contained in this application is true and ac • the best of my knowledge and understanding. Jonathan McNeal el dipi/y Agent 603-738-00Q2 Please print and sign name Title Telephone No. Date 4 MacArthur Avenue(" Devens MA 01434 jonathan.mcneal@nexius.com Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: •C1' ��aa Name Date CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE Appendix 1 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural X 2 Foundation 3 Structural X 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing(include local connections) 9 Gas(Natural,Propane,Medical or other) 10 Surveyed Site Plan(Utilities,Wetland,etc.) 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review(521 CMR) 18 Workers Compensation Insurance X 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction. Registered Professional Contact Information Peter D.Smith 918-587-4630 56245 Name(Registrant) Telephone No. e-mail address Registration Number 1717 S.Boulder Suite 300 Tulsa OK 74119 Street Address City/Town State Zip, Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date — Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. Initial Construction Control Document Itr 4 �' To be submitted with the building permit application by a I %, Registered Design Professional {i /.fir for work per the ninth edition of the /` Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Date: Property Address: Project: Check(x)one or both as applicable: New construction Existing Construction Project description: I MA Registration Number: Expiration date: ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:: Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (i 8C) CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary-professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable_ 3_ Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet" or electronic signature and seal: Phone number: Email: Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an project desire plans,computations and spedficat;ons that you prepared or directly supervised If'other'is chosen,provide a description. Version O1 O1 '013 _ City of Northampton SHAM \ oa `S -_�5j, i?,,"'� Massachusetts ��5 - °'e�. * G` . ��,� w MRk•.: A '� DEPARTMENT OF BUILDING INSPECTIONS y `�jvaiA06. 212 Main Street • Municipal Building c) Pi Northampton, MA 01060 ssN,i, IrAN- CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number_ is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 4 MacArthur Avenue, Devens, MA 01434 The debris will be transported by: Name of Hauler: Nexius Solutions f�, Signature of Applicant: -z (-' `�/��' Date:c L , -L f / The Commonwealth of Massachusetts '*�'`: se Department of Industrial Accidents "er1= 1 Congress Street,Suite 100 j= Boston, ,bit 02114-2017 ';, -►,, www.mass.gorfdia 1l urkers'('ompensat.lon Insurance Af1idas it:Huiiders'(ontractor siElectricians`PIumhers. TO at:FILED W'17'N THE I'LRA11 err (; At'THOwT1. Applicant Information PleasrPrint Lt_tibl% Name{dtiximexs'Organization Ind iv*dual?: Address: City/State/Zip: Phone#: _ Are*au as arilptoyer'Cheri the appropriate box: Type of project(required): I.D I am a employer with ...__,cn" yrees(foil amd ua part•timel.` 7. New construction 210 I am a sate proprietor or puma-ship and have no cm ployom working tun me in B. 13 Remodeling any capacity.[No turken'cuinp.msunince required.] 30 I a a hemxwmtier doing all murk myself.[No v,uake.» rt'cu p.rmsrranre requitrut.)' 9 El Demolition m 1013 Building addition +/.EI I am a homeowner ner and wall he hiring c nit[lots to conduct all work on tmn property. I will ensure that all contractors either hair workers;cunrperisimor uetunance or an sale MCI Electrical repairs or additions proprietors m ith no employees. 12.0 Plumbing repairs or additions SO I am a general contractor and I have hired the sub-contracture listed on the anadic,l sheet. 13.Q Roof repairs ruse sub-contractors have employees and have war►tms'romp.insurance.: 6.0 V0 tr are a erMporattan and its officers have exercised theft nghr of exemplum per MGL c. 14.n Odtih 151 lid).and we have no employees.[No workers'comp.insurance rryuurd I t 'Any applicant that checks box=I mini aLu Id!out the section below,show rng then our►ers'compematian policy information.. 'Homeowners eowners who aubmra this affidavit in:beaiing they arc doing all work and then hire outside cuntracwn mum suhrrut a new atfrdat it irrdiea*Ung such. :Contractors that cheek this bait.must attxhct9 an adahtiunal shut showing the maim of the sub-contractors and state whether ur not those amities have employees. It the sub-cuntracturs have employ ems.they must provide their workers'comp.policy munbu. 1 um an emph►tler that Ls providing nvrrAers'compensation insurance for my employees. Below is the policy and job site infarrnation. Insurance Company Name: Policy#or Self-ins_Lic.': Expiration Date: Job Site Address: City/StateZip: 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 e. 152. §25A is a criminal violation punishable by a tine up to SI.500.00 andlor one-year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage t eritication. 1 do hereby certify tinder the pains and penalties aperitif.).that the information provided above it true and correct. Signature: I?stt: Phone r: Official use only. Do not write in this area.to be completed by city or town o eiat C its ur I toot: Permit:License lyruim� 1u(lnrrin 1circle one): I. I t.trd of ilealt 2, Building Departiurni 3.t-ih 1 ottii Clerk 4.Electrical Inspector 5. Plumbing Inspector (,.Other Contact Person: Phone t!: • DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 5/4/2022 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 NAME: Sherry Amos Marsh&McLennan Agency LLC PHONE 972-770-1411 FAX 8144 Walnut Hill Lane, 16th Floor lac,No.EMr. (ArC,No): _ Dallas TX 75231 ADDRESS: Sherry.Amos@MarshMMA.com INSURER(S)AFFORDING COVERAGE NAIC# _ INSURER A:Continental Insurance Company 35289 INSURED NEXIUSOL1 INSURER B:Steadfast Insurance Company 26387 Nexius Solutions, Inc. 2595 N. Dallas Parkway, Suite 300 INSURERC:Continental Casualty Company 20443 Frisco TX 75034 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:343698963 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. IIL7RR TYPE OF INSURANCE INSD SUBR POLICY NUMBER POLICY EFF POUCY EXP LIMITS (MMIDD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY 7012377237 7/1/2021 7/1/2022 EACH OCCURRENCE S 1,000,000 CLAIMS-MADE X OCCUR PR S(RENTED PREMISES{Ea occurrence) $1,000,000 MED EXP(My one person) $15,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY( X J JE a LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 7012377240 7/1/2021 7/1/2022 COM(Ea acBINED SINGLE LIMIT $1 000 000 ddenU X ANY AUTO BODILY INJURY(Per person) b OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ A X UMBRELLA LIAB X OCCUR 7012377271 7/1/2021 7/1/2022 EACH OCCURRENCE $20,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 DED X RETENTION$1n,onn $ A WORKERS COMPENSATION 7012377268 7/1/2021 7/1/2022 X S pRjUTE OTH- ER A AND EMPLOYERS'LIABILITY Y/N 7012377254 7/1/2021 7/1/2022 ANYPROPRIETORIPARTNER/EXECUTIVE EL.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) EL.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000 B Tech E&O/Cyber E00746337600 7/1/2021 7/1//2202222 Limit 5,000,000 C Installation Floater C7015270023 7/1/2021 7/1/2022 argeUrnit 5,000,000 E2,500 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Additional Insured form#CNA75079XX edition 10/16 applies to the General Liability policy. Waiver of subrogation form#CNA75008XX edition 10/16 applies to the General Liability policy. Primary&Non-Contributory form#CNA75079XX edition 10/16 applies to the General Liability policy Notice of Cancellation form CNA74702XX edition 01/15 applies to the General Liability policy Additional Insured form#CNA71527XX edition 10/12 applies to the Automobile Liability policy 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. City of Northampton 210 Main Street AUTHORIZED REPRESENTATIVE Northampton MA 01060 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: NEXIUSOL1 LOC#: ACORO ADDITIONAL REMARKS SCHEDULE Page 1 of AGENCY NAMED INSURED Marsh&McLennan Agency LLC Nexius Solutions,Inc. 2595 N.Dallas Parkway,Suite 300 POLICY NUMBER Frisco TX 75034 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 Waiver of subrogation form#CA0444 edition 10/13 applies to the Automobile Liability policy. Primary&Non-Contributory form#CNA71527XX edition 10/12 applies to the Automobile Liability policy. Notice of Cancellation form CNA68021XX edition 02/13 applies to the Automobile Liability policy Additional Insured per form#CNA75504XX edition 03/15 applies to the Umbrella Liability policy. The Umbrella Liability policy includes a blanket additional insured endorsement to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. Waiver of subrogation follows form to underlying per form CNA76492XX edition 03/15 applies to the Umbrella Liability policy. Notice of Cancellation follows form to underlying per form CNA76492XX edition 03/15 applies to the Excess Liability policy TX Waiver of subrogation form WC420304B edition 06/14 applies to the Workers Compensation policy. CA Waiver of subrogation form G-19160-B edition 11/97 applies to the Workers Compensation Other States Waiver of subrogation form WC000313 edition 04/84 applies to the Workers Compensation policy Notice of Cancellation form WC420601 edition 01/94 applies to the Workers Compensation policy The General Liability policy includes a blanket additional insured endorsement to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability policy contains an endorsement with"Primary and NonContributory"wording that may apply only when there is a written contract between the named insured and the certificate holder that requires such wording. The General Liability policy contains a blanket waiver of subrogation endorsement that may apply only when there is a written contract between the named insured and the certificate holder that requires such wording. The Automobile Liability policy contains language that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The Automobile liability policy includes waiver of subrogation wording that may apply only when there is a written contract between the named insured and the certificate holder that requires such wording. The Worker's Compensation policy includes a waiver of subrogation endorsement that may apply only when there is a written contract between the named insured and the certificate holder that requires such wording. The(General Liability,Automobile Liability,Worker's Compensation and Excess liability)policy(ies)includes a(blanket/specific)notice of cancellation to the certificate holder endorsement,providing for(30)days'advance written notice if the policy is canceled by the company,or 10 days' written notice before the policy is canceled for nonpayment of premium.Notice is sent to certificate holders with mailing addresses on file with the agent or the company. The endorsement does not provide for notice of cancellation to the certificate holder if the named insured requests cancellation. Certificate Holder Includes:City of Northampton Regarding Dish Project ID/Location: BOBDL00200A/790 Florance Road,Northampton,MA 01602 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID: FB6CE290-33CF-4902 93DD-D7FF7B16FFBD' (Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center 2 Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Nexius Solutions, Inc. Address:2595 N. Dallas Parkway, Suite 300 City/State/Zip: Frisco, Texas 75034 Phone #:9725819888 Are you an employer? Check the appropriate box: Type of project(required): l.❑■ I am a employer with 1000 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' P h' 9. [' Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Continental Insurance Company Policy#or Self-ins. Lic. #:7012377268 Expiration Date:July 1 2022 Job Site Address: 790 Florance Road City/State/Zip: Northampton, MA 0160 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce>tiaS gnnder the pains and penalties of perjury that the information provided above is true and correct 5/4/2022 Signature: M.av( f7dltitilt/�t_Y Date: Phone#: *42gYYnt942B. Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): 10Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector 5.0Plumbing Inspector 6.0Other Contact Person: Phone#: Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Cons ru>;t�brilSOpervisor CS-108430 �� * expires:03/20/2023 MATTHEW GRANE : ' 5 24 FARMER AVE ' TEWKSBURY.ylA 018 ► ' f Commissioner diet 1°i. bi&nclea- AMERICAN TOWERS CORPORATION Structural Analysis Report Structure : 150 ft Guyed Tower ATC Site Name : Northampton 3, MA ATC Asset Number : 209215 Engineering Number : 13683516 C3 03 Proposed Carrier : DISH WIRELESS L.L.C. Carrier Site Name : BOBDL00200A Carrier Site Number : BOBDL00200A Site Location : 790 Florence Road Northampton, MA 01062 42.303900,-72.672100 County : Hampshire 05+AoF4f4ss9c Date : July 2, 2021 y d JOSHUA ! LT N m Max Usage : 75% o'/ ,Iv ,, c No.5 0I 65 Result : Pass A F (co �,c�, QiSTEP ai, SS/ONAL ENG Prepared By: Reviewed By: Rebecca Malz Structural Engineer Authorized by "EOR" -,� 07 Jul 2021 12:04:50 COsEn itk ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13683516_C3_03 July 2, 2021 AMERICAN TOWER' CORPORATION Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist,and Sway 3 Standard Conditions 4 Calculations Attached am�Waww.�'a.cow es t'AcesIC g 466�14Fax "'"1W� pplce-g�" Sete ll°13 CaN, 0,003 12 Pie^cy Pa�k�aV 1 Eng. Number 13683516_C3_03 July 2, 2021 AMERICAN TOWER' Page 1 CORPORATION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft guyed tower to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Mapping by FDH Job#1320751500,dated October 30,2013 Mapping by SCI Job#170793,dated July 16,2017 Foundation Drawing Mapping by FDH Project#1320761500,dated November 1,2013 Geotechnical Report FDH Project#1308881600,dated November 4,2013 Modifications FDH Project#13TIS01400,dated February 24,2014 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 117 mph (3-Second Gust) Basic Wind Speed w/Ice: 50 mph(3-Second Gust)w/1.5" radial ice concurrent Code: ANSI/TIA-222-H/2015 IBC/Massachusetts State Building Code,9th Ed. Exposure Category: B Risk Category: I I Topographic Factor Procedure: Method 1 Topographic Category: 3 Crest Height(H): 131 ft Spectral Response: Ss=0.17,S1=0.07 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower Site name,site number, and engineering number in the subject line for any questions. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13683516_03_03 July 2, 2021 AMERICAN TOWER' Page 2 CORPORAT ION Existing and Reserved Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 6 Ericsson RRUS A2 Module 3 Ericsson RRUS 4415 B30 3 Ericsson RRUS 4449 B5,B12 (2)0.51"(13mm) 3 Ericsson RRUS E2 Hybrid 3 CCI DMP65R-BU8D (8)0.78"(19.7mm) 146.0 Sector Frame 8 AWG 6 AT&T MOBILITY 3 Ericsson RRUS-12 800 MHz 6 Ericsson RRUS-11 (3)3/8"(0.38" 9.5m ) 4 Raycap DC6-48-60-18 RET Control Cable 9 CCI HPA-65R-BUU-H8 3 Ericsson RRUS 32(50.8 Ibs) Equipment to be Removed Elev.1(ft) Qty Equipment Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 1 Commscope RDIDC-9181-PF-48 135.0 3 Fujitsu TA08025-B605 Sector Frame (1)1.60"(40.6mm) DISH WIRELESS L.L.C. 3 Fujitsu TA08025-B604 Hybrid 3 JMA Wireless MX08FRO665-21 'Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed coax on the tower face with the least amount of existing coax. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com t '� Eng. Number 13683516_C3_03 July 2, 2021 AMERICAN TOWER' Page 3 CORPORATION Structure Usages Controlling Structural Component Usage Pass/Fail Legs 65% Pass Diagonals 70% Pass Horizontals 38% Pass Guys 75% Pass Leg Bolts 12% Pass Foundations Reaction Component Analysis Reactions %of Usage Base Axial (kips) 82.6 24% Al Uplift(kips) 21.2 75% Al Shear(kips) 18.1 54% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information,therefore no modification or reinforcement of the foundation will be required. Deflection,Twist and Sway* Antenna Elevation Antenna Carrier Deflection Twist(°) Sway (ft) (ft) (Rotation) (°) Commscope RDIDC-9181-PF- 48 135.0 Fujitsu TA08025-B604 DISH WIRELESS L.L.C. 0.139 0.005 0.099 Fujitsu TA08025-B605 JMA Wireless MX08FR0665-21 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A AMERICAN TOWER* CORPORATION Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries(collectively"American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary,American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Job Information Client:DISH WIRELESS L.L.C. Tower: 209215 Location : Northampton 3, Base Width : 3.50 ft 1 S.e1!_ \ Code:ANSI/TIA-222-H Topo Method: Method 1 0 2007-2021 by ATC lP LLC. All rights reserved. '- 2}7;<3=_HS ".y' Risk Cat:II Topo: 3 Tower Ht: 150.00 ft n s's, IT= �\ , Exposure: B Shape: Triangle Loads: 117 mph no ice 50 mph w/1"1/2 radial ice Sections Properties `��} Site Class.D Ss:0.17 S1: 0.07 Section Leg Members Diagonal Members Horizontal Members 60 mph Serviceability 1-9 PST 50 ksi 2-1/2"DIA PIPE SOL 36 ksi 1"SOLID SOL 36 ksi 7/8"SOLID C. Redundant Secondary Bracing Sent? 7 Section Sub Diag 1 Sub Horiz 1 Sub Diag 2 Sub Horiz 2 Sub Diag 3 Sub Horiz 3 7,! , 1-9 - - - - - - •M.aa Discrete Appurtenance Elev(ft) Type Qty Description Sent 146.00 Mounting Frame 3 Generic Round Sector Frame 146.00 Panel 3 CCI DMP65R-BU8D 146.00 Panel 9 CCI HPA-65R-BUU-H8 EOM 146.00 4 Raycap DC6-48-60-18 146.00 6 Ericsson RRUS-11 146.00146.00 3 Ericsson RRUS-12 800 MHz 3 Ericsson RRUS 32�;7:1d EHS�'3.a 146.00 (50.8 Ibs) 3 Ericsson RRUS E2 IT=ra;a 146.00 3 Ericsson RRUS 4449 85,B12 Sept`_ 146.00 3 Ericsson RRUS 4415 B30 ,_ 146.00 6 Ericsson RRUS A2 Module 140.00 Other 1 Generic Torque Arm _ 135.00 Mounting Frame 3 Generic Flat Light Sector Fram 135.00 Panel 3 JMA Wireless MX08FRO665-21 ) 135.00 3 Fujitsu TA08025-B604 135.00 3 Fujitsu TA08025-B605 135.00 1 Commscope RDIDC-9181-PF-48 r\-, 73.00 Otter 1 Generic Toraue Arm Sect 4 7 C _Linear Appurtenance 4000 / Elev(ft) From To Qty Description • 0.00 146.00 3 3/8"(0.38"-9.5mm) 0.00 146.00 8 0.78"(19.7mm)8 AWG • 0.00 146.00 2 0.51"(13mm)Hybrid Sept 3 0.00 135.00 1 1.60"(40.6mm1 Hvbri ca. >: / Sent 2 l�l 6.7 P,e�t• A _D. neKius Enabling Smarter Connections May 6, 2022 Jonathan Flagg Via FedX Building Commissioner City of Northampton 212 Main Street Northampton, MA 01060 RE: Building Permit Application -Dish Wireless 790 Florence Road Commissioner Flagg: Enclosed please find: 1. A check in the amount of$245 for a new building permit 2. Expired Building Permit for your reference. 3. Letter of Authorization from Dish. 4. Completed Building Permit Application 5. Certificate of Insurance 6. Workers Compensation Affidavit 7. General Contractor License 8. Structural Analysis (No change from previous submission) 9. Construction Drawings (No change from previous submission) Would you please email an electronic copy of the building permit and mail the original to: Jonathan McNeal Nexius 4 MacArthur Avenue Devens, MA 01434 Please contact me if you need additional information. Thank you. Jonathan iticNeal JONATHAN MCNEAL Site Acquisition Manager www.nexius.com 603-738-0002 nexius Enclosures: As Noted An Infiniux Company nexius.com 790 FLOREN RD COMMONWEALTH OF MASSACHUSETTS BP-2021-1787 Map:B lock:Lot:ot 37-077-001 Permit: Alts Renovations CITY OF NORTHAMPTON Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit I/ I3P-2021-1787 PERMISSION ISHE*EBYGRANTED TO: Project if Contractor: License: Est.Cost: 35000 3-0 5Iwo.. I3raC /U 1'c/3I '7 Const.Class: Exp.Date: CONTINENTAL CABLEVISION OF WESTERN NEW Use Group: Owner: ENGLAND INC Lot Size(sq.ft.) Zoning: SR/WSP Applicant: TILSON TECHNOLOGY MANAGEMENT INC Applicant Address P one: I urance: 16 MIDDLE ST (413)822-1712 PORTLAND, ME 0410 I ISSUED ON:08/25/2021 TO PERFORM THE FOLLOWING WORK: ANTENNAS INSTALLATIONS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.N. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough France: Gas: Fire Department Fireplace/Chimney: Rough: Oil: I sutatton: Final: Smoke: F nal: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMP ON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fees Paid: $245.00 2 12 Ma in Street. Phone(413)587-1240,Fa x:(413)587-1272 Office of the Building Commissioner dish 5/4/22 RE:Building Permit Application Submission Dish Site ID:BOBDL00200A Site Address:790 Florence Road,Northampton,MA 01062 Building Commissioner Jonathan Flagg, Please accept this letter authorizing Nexius to submit a building permit application on behalf of Dish Wireless at the above address. Please let me know if you have any additional requests. Sincerely, Javier Soto Construction Manager—New England M:(617)839-6514 Javier.Soto@dish.com • SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: CONTINENTAL CABLEVISION OF APPLICANT: DISH Wireless LLC. • S h ADDRESS: 1 COMCAST CTP, 19103 FL 5701 SOUTH SANTA FE DRIVE el ..., s 11CONTINENTAL ELPHIA, PA UTTLETON, CO 80120 NOW TOWER TYPE: GUY TOWER wireless TOWER OWNER: AMERICAN TOWER CORPORATION TOWER CO SITE ID: 209215 10 PRESIDENTIAL WAY (781) . A 0 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: 13683516 (781) N, MA926-4500UTTLETON, CO 80120 COUNTY: HAMPSHIRE SITE DESIGNER: B+T GROUP THIS IS NOT AN ALL INCLUSIVE UST.wireless TM APPROVEDPJ EQUIVALENT.TGENERALLY CONSISTS THE CONTRACTOR OLLOSALLY NEEDEDL E EQUIPMENT TO CIFIED UP PROVIDE IPMENT PART RFUNCTIONAL SITE 1 ' 1N 1717 S. BOULDER AVE, SUITE 300A THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: LATITUDE (NAD 83): 42' 18' 13.6• N TULSA, OK 74119 TOWER SCOPE OF WORK: 42.303778 (918) 587-4630 • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) LONGITUDE (NAD 83): 72' 40' 19.6•W • INSTALL (3) PROPOSED ANTENNA MOUNTS (1 PER SECTOR) AMERICAN TOWER' 72.672111 W 10 PRESIDENTIAL WAY • INSTALL PROPOSED JUMPERS ZONING JURISDICTION: CITY OF NORTHAMPTON SITE ACQUISITION: KENNETH BRADBURY II WOBURN, MA 01801 DISH Wireless L.L.C. SITE ID: INSTALL (6) PROPOSED RRUs (2 PER SECTOR) • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OW) (919) 466-5095 • INSTALL (1) OD HYBRID CABLE - - ZONING DISTRICT: SR CONSTRUCTION MANAGER:AARON CHANDLER BO B D L00200A GROUND SCOPE OF WORK: • INSTALL (1) PROPOSED METAL PLATFORM PARCEL NUMBER: 37-077-001 A4RON.CHANDLERODISH.COM .11. BST ULDER • INSTALL (1) PROPOSED ICE BRIDGE TULSA.OK 74119 • INSTALL (1) PROPOSED PPC CABINET PH(918)587-4630 DISH Wireless L.L.C. SITE ADDRESS: • INSTALL (1) PROPOSED EQUIPMENT CABINET OCCUPANCY GROUP: U RF ENGINEER: BOSSENER CHARLES v s.bt8ry.mm • INSTALL (1) PROPOSED POWER CONDUIT BOSSENER.CHARLESODISH.COM • INSTALL (1) PROPOSED TELCO CONDUIT CONSTRUCTION TYPE: II-B 790 FLORENCE ROAD •• INSTALL (1) PROPOSED INSTALL (1) PROPOSED PS UNIT BER BOX • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: EVERSOURCE TRAM PTO N, MA 01062 ▪ INSTALL(1) PROPOSED METER CNSTALL (1) PROPOSED FIBER I (IF REQUIRED) w4 J4 ET TELEPHONE COMPANY: COMCAST ►� Mb t R' PETER• 1: s �11f 1r MASSACHUSETTS CODE COMPLIANCE SITE PHOTO DIRECTIONS -�• 56., r ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF 41444 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO DIRECTIONS BRADLEY INTERNATIONAL AIRPORT: BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CONTINUE TO BRADLEY INTERNATIONAL AIRPORT CON 4 MIN(0.9 MI)HEAD NORTH TOWARD BRADLEY INTERNATIONAL AIRPORT 351 FT SUGHT LEFT ONTO BRADLEY INTERNATIONAL AIRPORT 0.4 MI SLIGHT LEFT 0.4 MI TAKE I-91 N TO MA-141 W/HAMPDEN ST IN HOLYOKETAKE EXIT 15B FROM 1-91 N 28 MIN(29.3 MI)CONTINUE ONTO BRADLEY INTERNATIONAL AIRPORT CON 1.2 MI CONTINUE ONTO CT-20 CODE TYPE CODE E/BRADLEY INTERNATIONAL AIRPORT CON 2.6 MI USE THE LEFT 2 LAMES TO MERGE WITH 1-91 N TOWARD SPRINGFIELD ENTERING B&T ENGINEERING, INC. BUILDING MA STATE BUILDING CODE, 9TH EDITION (780 CMR)/2015 IBC W/ AMENDMENTS rihh144. MASSACHUSETTS 18.2 MI KEEP LEFT AT THE Y JUNCTION TO STAY ON I-Si N].0 MI TAKE EXIT 158 TO MERGE WITH MA-141 MECHANICAL MA STATE BUILDING CODE, 9TH EDITION (780 CMR)/2015 IMC W/AMENDMENTS .T - W/HAMPDEN ST TOWARD EASTHAMPTON 0.4 MI CONTINUE ON MA-f 41 W TO YOUR DESTINATION IN NORTHAMPTON 15 MIN(].4 MI) ELECTRICAL MA ELECTRICAL CODE/2020 NEC W/AMENDMENTS L MERGE WITH MA-141 W/HAMPDEN ST CONTINUE TO FOLLOW MA-141 W 4.4 MI TURN RIGHT ONTO UNION ST PASS BY ADVANCE AUTO PARIS(ON THE LEFT)0.4 MI TURN RIGHT ONTO MAIN ST 0.1 MI TURN LEFT ONTO NORTHAMPTON ST 0.8 MI TURN LEFT ONTO FLORENCE IT IS A VIOLATION OF LAW FOR ANY PERSON, (• „.9k RD 1.5 MI TURN RIGHT DESTINATION WILL BE ON THE RIGHT ARRIVE AT BOBOL00200A. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY' SHEET INDEX 1 `` VICINITY MAP CH Lc() MDW SHEET NO. SHEET TITLE '4 °' (r • , � /y REDS REV #: 2.0 T-1 TITLE SHEET . . 4 • '. I , w • C . IF �' .53 Y}• It. CONSTRUCTION A-1 OVERALL AND ENLARGED SITE PLAN _ - ` , a T.. ' I! s I� DOCUMENTS A-2 ELEVATION,ANTENNA LAYOUT AND SCHEDULE `` c3. '-,`. (• 3 e ' ice . A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS `- t11/4 i A-- •1� c SUBMITTALS k _ i " ?(, 7' i.Ak :* REV DATE DESCRIPTION A-4 EQUIPMENT DETAILS i • ' Aa REVIEW A-5 EQUIPMENT DETAILS Y,, •'�" A 8,3,27/21/t ISSUED FOR CONSTRUCTION A-6 EQUIPMENT DETAILS s , D B/3/21 ISSUED FOR CONSTRUCTION ... ,�., ' g `I• «a�' 1 2/14/22 ISSUED FOR CONSTRUCTION 1 • E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES 4 „_ • ' ; E-2 ELECTRICAL DETAILS • E-3 ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE UNDERGROUND SERVICE ALERT-811DIG SAFE A&E PROJECT NUMBER G-1 GROUNDING PLANS AND NOTES UTILITY NOTIFICATION CENTER OF MASSACHUSETTS G-2 GROUNDING DETAILS li (888)344-7233 811 • 153282.001.O1 G-3 GROUNDING DETAILS WWW.DIGSAFE.COM DISH Wireless L.L.C. CALL 3 WORKING DAYS Unlm NOTIFICATION PRIOR TO CONSTRUCnON - PROJECT INFORMATION RF-1 RF CABLE COLOR CODE 4- BOBDL00200A GN-1 LEGEND AND ABBREVIATIONS GENERAL NOTES \gym 790 FLORENCE ROAD GN-2 GENERAL NOTES e NORTHAMPTON, MA 01 062 GN-3 GENERAL NOTES Northampton THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED SITE LOCATION GN-4 GENERAL NOTES FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL C SHEET TITLE SIGNAGE IS PROPOSED. -J TITLE SHEET v 11"x1711 PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED fh) - SHEET NUMBER CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS. AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE - T-1 PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NOTES 81.-1• I I NOTES 1. CONTRACTOR SHALL HEW VERIFY ALL DIMENSIONS. x -x I x x x x X X X / 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • SEPARATION/ BETWEEN 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 2. CONTRACTOR SHALL MAINTAIN A 10'-0� MINIMUM } L x TRANSM NG ANTENNAS AND PROPOSED GPS GPS UNIT. d ..,, sh / EXISTING CHAIN-LINK FENCE EXISTING GUYED TOWER M 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. o } N ::,,, wireless_ / t:1" 5701 SOUTH SANTA FE DRIVE EXISTING GENERATOR ON of CON. PAD PROPOSED DISH Wireless ...:� LITTLETON, CO 80120 LL.C. 12" WIDE ICE BRIDGE /.. x . 7-8• 1 Alai EXISTING EQUIPMENT ON � ..CON. PAD ram ArAlt x —EXISTING 16'-6• ■ I /�•0P b 5' e5' AMERICAN TOWER' WIDET CHAIN-LINK 7-0" ��• $'. 10 PRESIDENTIAL RESIIDEN 1GA01801 EQEXISTING UIPMENT - EXISTING I FARE AREA/PLATFORM /�:::� xb oy40 x ^ SHELTER EQUIPMENT 4��,�� 0 EXISTING MMv V SHELTER — �� Q B+T G R P EXISTING WINCH 0 I o • �--0-J P#• mi.? 1717 S.BOULDER La _ • .'A�=v� SUITE 300 o . x I � �_ TULSA OK 74119 1\ .�{1jl I -`L _\.. !1 PH:(918)587�630 v p wwwbiprp.mm . • 'NM u o EXISTING g I III x ( 7 GUYED TOWER x o I et - • t1..1'�I I a _ T SEE EQUIPMENT y„a`4� • 1 ,,, '1 x �I \ LAYOUT (SHEET A-3) S7 — EXISTING ICE BRIDGE 1! - I i PAIR y� EXISTING UTIDTY 7/,1 �:..; �: 0 Tm -' .`� `T.�r DROP POLE - .!�1 + o EXISTING UTILITY r "J-II ♦a ♦�� ,4AC H-FRAME AIM" �� • aL O.'i /x\ x x x x `I 2z-10- SEE ENLARGED SITE PLAN 12"6" 0 1' 2' 3' 4' 5' ENLARGED SITE PLAN 2 B&T ENGINEERING, INC. 1/2"-1'-0" R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY. CHECKED BY:APPROVED BY: EXISTING UTILITY POLE ' W/TRANSFORMER • - CH JCO MDW 1 • REDS REV #: 2.0 • CONSTRUCTION DOCUMENTS SITE LOCATION SUBMITTALS REV DATE DESCRIPTION 7 .•_ -� A 7/21/21 ISSUED FOR REVIEW 0 8/3/21 ISSUED FOR CONSTRUCMTN 1 2/14/22 ISSUED FOR CONSTRUCTION • A. A&E PROJECT NUMBER 153282.001.01 `L - DISH Wireless L.L.C. • " PROJECT INFORMATION A 790B0LOREEN OEO ROAD ; = 0 .. R __ C a_.•- rt NORTHAMPTON, MA 01 062 F E R D ►, SHEET TITLE `' 1 OVERALL AND ENLARGED ` < SITE PLAN AN EXISTING CONDITIONS SURVEY WAS NOT AVAILABLE AT THE TIME THIS DRAWING'S SHEET NUMBER ei • CREATION A-1 OVERALL SITE PLAN a 1 AERIAL PLAN NO SCALE 3 1/8"=1'-O" . Ireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 mil" NOTES EXISTING GUYED TOWER PROPOSED DISH Wireless L.L.C. TOP EL 0 150'-0"AGL ANTENNA • ili1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. - (TYP 1 PER SECTOR, TOTAL 3) Al EXISTING PANEL ANTENNAS�2. ANTENNA AND MW DISH SPECIFICATIONS REFER TOIII RAD CENTER O 147.-0'AGL PROPOSED DISH Wireless LLC. ANTENNA SCHEDULE AND TO ANAL CONSTRUCTION -(TYP 2 PER SECTOR, TOTAL 6) ,,;``,' N d ...., S RFDS FOR ALL RF DETAILS // • 3. EXISTING EQUIPMENT AND FENCE OMITTED FOR Ci / • Cam' k. PROPOSED DISH Wireless L.L.C. �� wireless,. ,'I 1 I= BACK-TO-BACK MOUNT 47 130� le All (3) PROPOSED DISH Wireless LLC.ANTENNAS (TYP 1 PER SECTOR, TOTAL 3) Qp~ 5701 SOUTH SANTA FE DRIVE �1'"��L RAD CENTER O 135'-0'AGL `` �y LITTLETON, CO 80120 '1'' ►,7, /1 A ii i U r�`� �i -f=�'r �`� AMERICANTOWER' " � �� 10 PRESIDENTIAL WAY I ` 0 PRESI, MA 01801 �,�r LL.0 PROPOSED DEVICE Wireless �a GUYED A IX15T1NG B+T GRP JE , OWER p 1117 S.BOULDER CTOR SURE.300 O TULSA,OK 74119 i PH:((918)5874630 .��►,� 6tBrp.axn PROPOSED DISH Wireless L.L.C. �^ ANTENNA SECTOR FRAME ` �' 1, (TYP 1 PER SECTOR, TOTAL 3) ji'I Nic_ �� / �n t PETER ''E �i►y 71/ SA11 �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII; S6 11. C 1( iu>ImsiIIIIIIIIIOIIIIIIIIL' ' ,1'0I .Att,� 11llllll1111111111111111111111111111111 I = ," �,�, B&T ENGINEERING, INC. - OF LAW FOR ANY PERSON, 11'��/, EXISTING GUYED WIRE (TYP) o> UNLESS THEY PRENACTING UNDER THE DIRECTION BI OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. .1 r DRAWN BY: CHECKED BY:APPROVED BY: IAI CH I JCO I MDW RFDS REV #: 2.0 12" 6" 0 1' 2' 3' CONSTRUCTION EXISTING GUYED TOWER ANTENNA LAYOUT I I 2 3/4"=1'-0" DOCUMENTS ANTENNA TRANSMISSION CABLE SUBMITTALS SECTOR POSITION EXISTING OR MANUFACTURER - MODEL RAD FEED LINE TYPE REV DATE DESCRIPTION PROPOSED NUMBER TECHNOLOGY SIZE (HxW) AZIMUTH CENTER AND LENGTH A 7/21/21 ISSUED FOR REVIEW ALPHA Al PROPOSED JMA WIRELESS-MXOSFR0665-21 SG 72.0" x 20.0" 30' 135'-0" 0 8/3/21 ISSUED FOR CONSTRUCTION (1) HIGH-CAPACITY BETA B1 PROPOSED JMA WIRELESS-MX08FR0665-21 SG 72.0" x 20.0" 180' 135'-0" HYBRID CABLE 1 2/14/22 ISSUED FOR CONSTRUCDON (170' LONG) GAMMA Cl PROPOSED JMA WIRELESS-MX08FRO665-21 5G 72.0" x 20.0" 290' 135.-0" '�• (1) PROPOSED DISH Wireless L.L.C. HYBRID CABLE ON NEW WAVEGUIDE LADDER RRH NOTES SECTOR POSITION MANUFACTURER - MODEL A&E PROJECT NUMBER NUMBER TECHNOLOGY 1 CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. 153282.001.01 Al FUJITSU-TA08025-8605 SG ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT Al FUJITSU-TA08025-B604 SG AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND DISH- Wireless L.L.C.PROPOSED DISH Wireless L.L.C. ICE BRIDGE REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND PROJECT INFORMATION B1 FUJITSU-TA08025-B605 5G STRUCTURAL ANALYSES. BETA BOBDL00200A PROPOSED DISH Wireless L.L.C. GPS UNIT B1 FUJfSU-TA08025-B604 SG 790 FLORENCE ROAD Cl FUJITSU-TA08025-B605 5G NORTHAMPTON, MA 01062 GAMMA ' Cl FUJITSU-TA08025-B604 Sc J PROPOSED DISH Wireless LL.C. i " SHEET TITLE EQUIPMENT ON PROPOSED STEEL PLATFORM ♦ ovP ELEVATION, ANTENNA EI1I.. di /�/ EXISTING OR MANUFACTURER - MODEL SIZE (HxWxD) LAYOUT AND SCHEDULE ,I' /1 PROPOSED NUMBER SHEET NUMBER PROPOSED RAYCAP-RDIDC-9181-PF-48 16"x14"x8' 8' PROPOSED SOUTH ELEVATION - 4 0 8'- 6 A-2 1/B--1 ANTENNA SCHEDULE [ NO SCALE 3 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 - I - - 7.-0"-1 NOTES 1 EQUIPMENT PLATFORM/LEASE AREA • 1 - U 2'-0' 1•-2" I I 2'-9" 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" I I I I OF FILL PER EXISTING SITE SURFACE PROPOSED DISH Wireless LLC. �i- 3 \-) ° - I- - I I a-4.-U- 4 / 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH d ,..., sh GENERATOR PLUG 7V 11-01 . MII'_ -) Wireless L.LC. CONSTRUCTION MANAGER AT TIME OF \ PROPOSED PROPOSED DISH Wireless LLC. F N III•!- DISH Wireless CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR o UNIT GPS FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) Nelf GPS UNIT .COS \ 3. EQUIPMENT CABINET OMITTED FOR CLARITY wireless PROPOSED DISH Wireless LLC. PROPOSED POWER PROTECTIVE CABINET \ u DISH Wireless L.LC. o� Pe II EQUIPMENT CABINET a 5701 SOUTH SANTA FE DRIVE ti PROPOSED DISH Wireless LL.C. - H-FRAME - I N UTTLETON, CO 80120 RIGID METAL F i PROPOSED DISH Wireless LL.C. - CONDUIT ~_ SAFETY SWITCH. SPACE \ o p = J RESERVED FOR ADDITIONAL `Oi DISCONNECT IF REQUIRED. - _ In a L I e I - t1 I PROPOSED DISH Wireless LL.C. I' II I Il - • 1� I • 200AMP METER SOCKET III i PROPOSED DISH -? O PROPOSED DISH Wireless O \ Wireless L.LC. I LLC. 200AMP METER AMERICAN TOWER' PROPOSED DISH Wireless L.LC. I �I a POWER f I SOCKET 10 WAY TELCO FIBER ENCLOSURE (BELOW) 0 PRESIDENTIAL, 01801 it', I I \ I w II° ° PROTECTIVE - b - I N CABINET -T L ' I I I I II II ii I I I -Ir �-PROPOSED DISH Wireless PROPOSED DISH Wireless LLC. b n o d < C=-3 I FIBER IND, IF REQUIRED -° T, 0 1 I� I n -- I L.L.C. EQUIPMENT H-FRAME B+T GRP PROPOSED DISH Wireless L.L.C. n II I 1]71 S.BOULDER EQUIPMENT PLATFORM C II `� II° ° J L -- HI SUDS300 ,\� ° - - - � 1 T r pROP6SE6 i l Ln ruLsq ON ral la 12'9'6'3" 0 1' 2' I DISH Wireless PH:(b181 79 PLATFORM EQUIPMENT PLAN — — I - (ILL WIT ETY ,,-J I I INSTALL IF 1 HP ° - 1 IREQUIRED BY! u• 'll 1'LOCAL UTILITY! COMMSCOPE MTC4045LP IL_CDMpetELJ 5X7 PLATFORM PLAN •• R`1 ' ,AAA ��w�_�■,' SIDE - 5' LENGTH BAR e� v61eR•, DIMENSIONS HxWxD � ��---y-�'�Il '� �y �/ ATE GRATING I TOTAL WEIGHT 423 LBS '0. 4 I. c li i /', PVC CONDUIT (TYP) i BMI �► NOTE: W. `•,V : 1 °°o°o°o°oo°Oo°oo ` o o ♦ �► GC TO PROVIDE EXTENDED � EQUIPMENT am^ 0 0 00.0000 p� PROPOSED DISH Wireless c+ EQUIPMENT , - .._�� ,� � L.L.C. EQUIPMENT PLATFORM ♦VT,' THREAD FOR PLATFORM IF PLATFORM i PLATFORM REQUIRED HEIGHT EXCEEDS 17' FOOTPAD (TYP) T ---¢' - y--- FOOTPAD GROUND ICI (TYP) - BUSS �-h FINISHED 0 0 I i BAR GRATING 12 1 0o BAR IH oo GRADE To < 1 _--1L._ B&T ENGINEERING, INC. I CHANNEL (TYP) 4 MIL WEED BARRIER (TYP) �11' SIDE - 7' LENGTH BARR IS A VIOLATION OF LAW FOR ANY PERSON, (I C I /GRATING EQUIPMENT PLATFORM FOOTPAD (TYP) UNLESS THEY A UCENSED PROFESSIONAL ENGE ACTING UNDER THE INEER, ON .__, e e • Q ... FRONT ELEVATION TO ALTER THIS DOCUMENT. i r °'�f I �; v1 •• `. 1 ��-PROPOSED DISH Wireless ee�� DRAWN BY: CHECKED BY:APPROVED BY: tin: LLC. GPS UNIT �' -MEIN EQUIPMENT CH JCO MOW 1 FOOTPAD �� g'_p• M (TYP) F�q. -� -��7. -�I RFDS REV #: 20 2" �r 7—p. � CONSTRUCTION I PROPOSED DISH -0 0-1— DOCUMENTS I Wireless L.L.C. •-�-- PROPOSED DISH Wireless FIBER IND, IF I.'PLATFORM DETAIL NO SCALE 2 REQUIRED I I— ® OT L.L.C. EQUIPMENT H-FRAME SUBMITTALS I rtIn ® ft q 2=_1 =-1`� ° °I I REV DATE DESCRIPTION COMMSCOPE MTC4045HFLD NOTE: o d �_- ��' V 1. A 7/21/21 tSSUED FOR REVIEW H—FRAME AOR DISH PPROVED Wireless EQUNALENi I I ri�v I 0 8/3/21 ISSUED FOR CONSTRUCTION J 1 2/14/22 ISSUED FOR CONSTRUCTION UNISTRUT/SUPPORT RAILS QTY 5 60' _b �k _�T___ R IT --- WEIGHT 59.74 lbs 50' I (\T Ti1 Y4� r- 0 0 --. PIPE CAP - I " " , III ® °II A&E PROJECT NUMBER ,_. _._-- _•-' a PROPOSED DISH WELDMENT PIPE I Wireless LLC. 1 153282.001.01 a TELCO FIBER '_ ENCLOSURE t� ® ° °I I DISH Wireless L.L.C. I pp PROJECT INFORMATION ° m a II BOBDL00200A SUPPORT RAIL —_ o°°do a FLORENCE ROAD I o T° e lo o 0000a0000 0 0 °- PROPOSED DISH Wireless 790 °O°°°° g" L.LC. EQUIPMENT PLATFORM NORTHAMPTON, MA 01062 __---GALV,-GREY, -BOLTS __ ' - —' - ��PVC CONDUIT (lYP) FINISHED SHEET TITLE mi GRADE 1 •mr .I _ EQUIPMENT PLATFORM AND BASE PLATE `4 MIL WEED BARRIER (TYP) H—FRAME DETAILS I I. A EQUIPMENT PLATFORM FOOTPAD (TYP) SHEET NUMBER SIDE FRONT BACK ELEVATION _ A-3 H—FRAME DETAIL NO SCALE 3 NOT USED NO SCALE 4 H—FRAME EQUIPMENT ELEVATION 12 9"6"3" 0 1' _2' 5SCALE 4 H-FRAME EQUIPMENT ELEVATION 12 9"6"3" D 1' _2' 1"=r-o' ow.64, reless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 CHARLES INDUSTRY HEX RAYCAP PPC SQUARE D SAFETY SWITCHES CUBE-PM639155N4 N RDIAC-2465-P-240-MTS D224NRB DIMENSIONS (HxWxD): 74'x32'x32" \ ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"s12.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00'x8.50' d ,.., sh POWER PLANT: -48VDC ABB/6000 \ WEIGHT: 80 Ibs ENCLOSURE TYPE NEMA 3R RAINPROOF TOTAL WEIGHT(EMPTY) 408 LBS — — ' OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP Q UL LISTED FILE E-2875 111 --- - wireless -G A- A- -I -A °o o° ❑ (3 O D o _ -_fl 5701 SOUTH SANTA FE DRIVE° ® .. LITTLETON, CO 80120 ° O 1 A 1.,; 4 AMERICAN TOWER' 00 O 10 PRESIDENTIAL WAY O ___"'_= 00 W08URNIDE, MA 01801 1 10 000 ® ° — - mp B+T GRP BACK SIDE FRONT SIDE 1717 S.BOULDER 7E BACK SIDE FRONT SIDE FRONT SUITE 300 TULSA,OK 74119 PH:((918)58T�630 CABINET DETAIL NO SCALE 1 POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 .brorP. EATON METER SOCKET ZAYO 5RU (LEFT SWING DOOR) A CHARLES CFIT-PF2020DSH1 UNRRS2136EUSE FIBER NID ENCLOSURE © © FIBER TELCO ENCLOSURE METER SOCKET TYPE RING / \ DIMENSIONS (HxWxD) 36.1"x29"x12.9' � I\v/, © ENCLOSURE DIMS (HKWxO) 2o'x20'x9' ,,,PETER ENCLOSURE DIM (HxWxD) 16'x12'x6' WEIGHT 85 lbs © © © '�f sui ENCLOSURE WEIGHT 20 Ibs I MAIN AMPERE RATING 200A v 0 _ _ .--/ or PLAN BOTTOM MOUNTING WALL `�- ♦, r WEIGHT 18 LBS .z��°�� -- COMPLIANCE TYPE 4 �� ®®®®®® FRONT r — O O O 1 [zil 10 0 0 1 B&T ENGINEERING, INC. ° 0 -1 ® R IS A VIOLATION OF LAW FOR ANY PERSON, J UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 70 ALTER THIS DOCUMENT. r O O T_T®® DRAWN BY: CHECKED BY:APPROVED BY: °®®® CH JCO MOW o c, is 0 � O o . ® RFDS REV #: 2C c o _ SIDE• a c I I I BACK FRONT BACK SIDE FRONT ) � 0 0 0 CONSTRUCTION SIDE BACK FRONT DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER NID ENCLOSURE DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION V 1/ E COMMSCOPE WB-K110-B INCLUDED WB-J12-3 TRAPEZE KR, EXISTING II- A WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS GUYED TOWER WB-LB12-3 SUPPORT BRACKET D 7/28/3/z21t ISISSl1SUmED FORFOR DRDVNSTRoonoNEW 1 2/14/22 ISSUED FOR CONSTRUCTION DIMENSIONS (HxL) 160"x10' PROPOSED P_ MF-130 DIRECT BURIAL PIPE FINISH SLOPL ICE BRIDGE WEIGHT/VOLUME 325.0 LBS COLUMN. 13'-4" TO DRAIN - `y- Z - - - - ( n PROPOSED X" DIA CABLE RUN (Om12 HYBRID CABLE MIME_.I /. ----- __ M. A&E PROJECT NUMBER SUPPORT BRACKET A-A I A-A CAOPOSEDBLE P 153282.001.01 (WB-LB12-3) I /-- , O 3'-0' O.C. TRAPEZE KIT '_ (we-T12-3) :Jill_ PRISH OJECT Wireless INFORMAT ON r�,�� 3' DIA SCH 40 PIPE SUPPORT BRACKET I mr..��. SCHPROP40EPI PD IPE DIA. I (WB-LB12-3) t7 J li GALVANIZED \ is _ BOBDL00200A TRAPEZE KIT 18' DIA GRILLED r�� i11/ (WB-T12-3) n PROPOSED 1'-6' PIER FOUNDATION 790 NORTHAMPTON,FLORENCE ROAD W k�pIl��roq� DIA CONCRETE ` MA 01062 ��T� ��Lal7 PIER (TYP) A-A SECTION ' SHEET TITLE 3.5' DIA GALV SCH �i. In 40 PIPE (SPACED - 3.5' DIA GALV SCH 40 I EQUIPMENT DETAILS (MT 1 MAX) PIPE (SPACED 9'-0' (ME-130) MAX) (MF-130) — — CONCRFTE PIER MO SHEET NUMBER PUN FRONT SIDE ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL I NO SCALE I 8 HYBRID CABLE RUN NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 PCTEL 1.750 GPSGL-TMG-SPI-40NCB I.60'. • MINIMUM OF 75% OR 81x18 4mm 81mm 0 27SF IN ANY DIRECTION d ,.., sh DIMENSIONS (DIAKH) MM/INCH 3x18425' WEIGHT W/ACCESSORIES 075 Ibs GPS 11111, CONNECTOR N—FEMALE TOP FREQUENCY RANGE 1590 ± 30MHz -..410 1% Jd .y7N wireless 1pGS ,, S1111 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 CU12PSM6P4XXX CUI2PSM9P6X%X GPS UNIT —OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41'0 A I o ti o O O R O AMERICAN TOWER' I - 10 PRESIDENTIAL WAY 0 O .0 „,.M/H WOBURN, MA 01801 0 %7LS CUI2PSM9P8XX% p B+T GED ER P SACK SIDE (8 AWG CONDUCTORS) 17775.BOUER SURE 300 TULSA OK 74119 CABLES UNLIMITED HYBRID CABLE PH: (91 87,1630 GPS DETAIL NO SCALE 1 GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 MINIMUM BEND RADIUSES NO SCALE 3 „ •s:.4 •i PETER s SW 1,i., AL tyu44 ♦DIY." B&T ENGINEERING, INC. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: CH JCO MOW RFDS REV #: 2.0 CONSTRUCTION DOCUMENTS NOT USED NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 7/21/21 ISSUED FOR REVIEW O 8/3/21 ISSUED FOR CONSTRUC11ON I 2/14/22 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 153282.001.01 DISH Wireless L.L.C. PROJECT INFORMATION BOBDL00200A 790 FLORENCE ROAD NORTHAMPTON, MA 01062 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 dire Iess L.L.C. TEMPLATE VERSION 37 — 07/09/2021 FUJITSU TRIPLE BAND FUJITSU DUAL BAND SABRE DOUBLE Z-BRACKET TA08025-B605 IIIIIIIIII[Illl�lllllllllllllllllllllllf TA08025-B604 - 0 C10123155 � DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWzD) 14.9"x15.7"x7.8" DIMENSIONS (HxWzD) (1 BRACKET) 5"x20"x1-13/16" 4 11Uv S h WEIGHT 74.95 lbs • WEIGHT 63.9 lbs ° ° WEIGHT (FULL ASSEMBLY) 35.79 lbs F , CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII PACKAGE QUANTITY 4 %, -4, CONNECTOR ll111{11llllllllllllllllll111111lllllllll CONNECTOR o- ' • POWER SUPPLY DC -58--36V PLAN POWER SUPPLY DC -58--36V PLAN s\ °�i , ' O wireless_ # ::;(=RS:;7DC(111:1110:c=):1/2:: © �`I\ ��O ��7 10010110001 U . • 1 PLCHAAKET \1,1,-: • 05701 SOUTH SANTA FE DRIVE2 R BR16" � LITTLETON, CO 80120I 3THREAD1/2"x12" ®:::„ 0000 o ( ) o A, ®® A® ® I��® ® o AMERICSANTOWER' O O O O O O �)( ) O � k. t•;; ®� ®® WOBURN, MA 01 01 i • i i ' E . t-f t n t ' tin t t -I t. . LI I] -, `°'i %',I BACK SIDE FRONT BACK SIDE FRONT NOTE: �,, OR DISH Wireless LLC. B+T GRP APPROVED EQUIVALENT p 1717 S.BOULDER SUITE 300 TULSA,OK 74119 PH:(91e)5874630 RRH DETAIL NO SCALE 1 RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE 3 "'"""b070.co"' RAYCAP RDIDC-9181-PF-48 J MA _ DC SURGE PROTECTION (OVP) MX08FR0665-21 DIMENSIONS HxWzD 18.98"z14.39"x8.15" DIMENSIONS HxWzD 72"x20.0"z8.0" � mot. ( ) ( ) •s PETER,. �� El SMI WEIGHT 21.82 LBS RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE PLAN s „` ► PLAN WEIGHT 64.5 lbs �, "L`7 `'" ►►/W' WEIGHT WITH BRACKETS 82.5 lbs 0 0 I I IINTIIII 4 II B&T ENGINEERING, INC. 11 II II IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. II TO ALTER THIS DOCUMENT. II DRAWN BY: CHECKED BY:APPROVED BY: IIIIEIIII .1 II o O o II�� CH JCO MDW - ; i-� RFDS REV #: 2.0 CONSTRUCTION SIDE HAM FRONT sIDE FRONT DOCUMENTS SURGE_ SUPPRESSION DETAIL (OVP) NO SCALE 4 ANTENNA DETAIL NO SCALE 5 NO SCALE 6 SUBMITTALS - REV DATE DESCRIPTION JMA ANTENNA MOUNT BRACKET COMMSCOPE V-FRAME NOTE: SITEPRO1 T600 A 7/21/21 SSUED FOR RENEW OR DISH Wireless LL.C. 0 8/3/21 ISSUED FOR CONSTRUCTION #91900318 MTC3975083 APPROVED EQUIVALENT UNIVERSAL T-BRACKET 1 2/14/22 ISSUED FOR CONSTRUCTION TOTAL WEIGHT (WITH BRACKETS) 18 lbs (8.18 Kg) FACE SIZE DIMENSIONS (HxWxL) 2.25"z10.0"x15.25' 5.60 LBS WEIGHT 352.136 lbs WEIGHT VOLUME POLE DIAMETER RANGE 2.5"TO 4.5" / NOTE: ,',�� r 1.5"TO 6" ROUND LEG A&E PROJECT NUMBER KIT #91900318: TOP AND BOTTOM BRACKETS 45" FOR 4-,6-, AND 8-FOOT ANTENNAS i-�' i = - T-BRACKET — II ' �2.5"TO 5" 90' ANGLE LEGS 153282.001.01y I WELDMENT I _� K ANTENNA BRACKET NOT PART OF KIT — - - I DISH Wireless L.L.C. o /I PROJECT INFORMATION BOBDL00200A 790 FLORENCE ROAD THREADED TOP ,!; T-BRACKET Roo WELDMENT NORTHAMPTON, MA 01062 BACK BRACKETBBRAKCKEf THREADED ROD I I ® SHEET TITLE �c �'� DI geo,00000°oA I _�) ®®0®®®s EQUIPMENT DETAILS NOTE: �o 1 ®0 SHEET NUMBER OR DISH Wireless LLC. IF- 8'-0" 8'-0" APPROVED EQUIVALENT PLAN FRONT SIDE ISOMETRIC 11 I - /��6 ANTENNA BRACKET DETAIL NO SCALE I 7 ANTENNA FRAME DETAIL NO SCALE 8 VERTICAL CABLE SUPPORT DETAIL NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED • UNDERGROUND UTILITY CONDUIT ROUTE. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. dwsh 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY 411, OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. wireless. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. A VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE STSILM. AMERICAN TOWER' 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 PRESIDENTIAL WAY WOBURN, MA 01801 X x x x X X X - X X x / 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. r EXISTING CHAIN-UNK FENCE} k 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES B+T / / INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 1717S.BOULDERGRP sum_300 TULSA.00 74119 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. PH:(91.b 9b1 �fi30 } THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL I DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. ( ID° EXISTING GENERATOR ON J 10.ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. CON. PAD - - 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. MIwO1��4 EXISTING EQUIPMENT ON - 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. i dS 6 it„. 4 CON. PAD � y --- 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG ..,,,,,,/ `ran ��x I14.AN EXISTING CONDITIONS SURVEY WAS NOT AVAILABLE AT THE TIME THIS DRAWING'S CREATION -.' EXISTING 16'-6" N," WIDE CHAIN-LINK GATE EXISTING EXISTING x x ^ EQUIPMENT EQUIPMENT EXISTING MMV u SHELTER I SHELTER B&T ENGINEERING, INC. EXISTING WINCH O _ I O 1j x R IS A VIOLATION OF LAW FOR ANY PERSON, / UNLESS THEY ARE TION A LICENSED PROFESSIONALACTINGUNDER THE ENGINEERDIREC, TO ALTER THIS DOCUMENT. LA. '� NM OF PROPOSED UNDERGROUND FIBER EXISTING DRAWN BY: CHECKED BY:APPROVED BY: • CONDUIT (LENGTH: 15'-O"±) GUYED TOWER e iJ CH JCO MDW PROPOSED UNDERGROUND POWER CONDUIT (LENGTH: 55'-0"t) [:::1 REDS REV #: 2.0 EXISTING ICE BRIDGE EXISTING UTILITY O EXISTING UTILITY CONSTRUCTION DROP POLE p,NR H-FRAME I SITE LOCATION .- x DOCUMENTS \ x x x x x SUBMITTALS REV DATE DESCRIPTION �,• A 7/21/21 ISSUED FOR REVIEW PROPOSED AERIAL POWER 0 8/3/21 ISSUED FOR CONSTRUCTION 4it (LENGTH: 145'—D±) 1 2/14/22 ISSUED FOR CONSTRUCTION .." ` a.` C' EXISTING UTILITY POLE AkE PROJECT NUMBER W/ TRANSFORMER 153282.001.01 i/ ,„„.-"- DISH Wireless L.L.C. -" PROJECT INFORMATION . BOBDL00200A "4 • 790 FLORENCE ROAD . NORTHAMPTON, MA 01062 4. SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES `e SHEET NUMBER / 8' 4' 0 8' 16' - E-1 UTILITY ROUTE PLAN , - - -. 1 ELECTRICAL NOTES NO SCALE 2 1/8'=1'-0' reless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 CARLON EXPANSION FITTINGS DISH Wireless L.L.C. FIBER SEE TRENCHING NOTE 1 DISH Wireless L.L.C. DISTRIBUTION PANEL. • MALE TERMINAL STD PROVIDES 12AWG 0 0 0 COUPLING END ADAPTER END SIZE CTN TRAVEL VARIES PER BACKFILL PER SITE WIRE 6 TAIL PART/ PART/ QTY. LENGTH PART NUMBER TRENCHING NOTES WORK SPECIFICATIONS ( ) PROPOSED DISH Wireless L.L.C. E945D E945DX 1/2' 20 4' dePS h I I 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE TRENCH TO ITS ORIGINAL SLOPE TO SUR SOIL E945E E945EX 3/4' 15 4' II,II SUP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE (SEE CHART FOR OR SODDING GRASS AREAS. OR WITH LOCAL REGULATIONS / • E945F E945FX 1' 10 4' r 1 PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 P.RLOCPOS,DUDISH Wireless _ wireless. AREAS TO ITS ORIGINAL CROSS - E945D E945GX 1 1/4' S 4- SECTION. /// /�/� _ « ��` �D�I - DISH Wireless LLC. FIBER 2. TRENCHING SAFETY; INCLUDING, o �\ \ 3 JUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE 11 E945H E945HX 1 1/2' S 4' I I \ / S x NEED TO BE TERMINATED BY UTTLETON, CO 80120 i BUT NOT UNITED TO SOIL //\ /�/ w c�rr: w FIBER PROVIDER ON OTHER E945J E945JX 2' 15 8" CLASSIFICATION, SLOPING, AND \ m;8 PROPOSED DISH SIDE OF BULKHEAD/LC TO LC SHORING, SHALL BE GOVERNED F i / / // 1O tv re Wireless L.LC. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1/2' 10 8' BY THE CURRENT OSHA w x p�� 10 AMP DISTRIBUTION IS TERMINATED. E945L E945LX 3' 10 8' 1 TRENCHING AND EXCAVATION w o \ Ht.. /j o N BREAKERA . SAFETY STANDARDS. V p _I j n�O '� E945M E945MX 3 1/2' 5 8' 3. ALL CONDUITS SHALL BE ¢wZ / " IN IN '•` IM ROPOSED FIBER PROVIDER INSTALLED IN COMPLIANCE WTTFi > PROPOSED DISH Wireless L.L.C. 0 0 FIBER LATERAL FROM RIGHT AMERICANTOWER E945N E945NX 4' 5 8' THE CURRENT NATIONAL / \ I \ \ OF WAY TO STREET, 10 PRESIDENTIAL WAY UTILITY WARNING TAPE 12 AWG WIRE 1 \ ` TERMINATED TO FDP WOBURN, MA 01801 E945P E945PX 5' 1 B' ELECTRIC CODE (NEC) OR AS PROPOSED DISH Wireless LLC. \ \ NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2' POWER FROM CABINET \ \ \ PROPOSED DISH Wireless L.LC. E945R E9455X 6' 1 8" CONTRACTOR TO INSTALL EXPANSION FTTTING JURISDICTION, WHICHEVER IS __ - _. WORK SPECIFICATIONS \ \ \ 1-1/2' FIBER TO CABINET SUP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. DISH Wireless L.L.C. INSTALLS TERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2' CONDUITS FOR POWER 1 -� V� PROPOSED DISH Wireless LL.C. B+T GRP ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2' CONDUIT FROM COMMERCIAL 1717 S.BOULDER FIBER VAULT SUITE 300 TULSA,OK 74119 PH:(918)5874630 EXPANSION JOINT DETAIL NO scAIF 1 TYPICAL_UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 3 mm.8m'PW"' r _Th ., , ..., ♦4 • TE: noro nrnnDER ►A x�4 4 • PROPOSED FIBER WILL NEED TO PROVIDE AN 3 • ► PROPOSED DISH Wireless LL.C. NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT. a PETER 2 U-BOLTS WITH 4 NUTS,UNISTRUT \ SMI IN THE EVENT THE SE BRACKET SPACING DOESN'T ♦ a• 4 UNE UP WITH CURRENT A.,. . 11 SPACING BELOW ►**** PROPOSED FIBER PROVIDER IN IN OUT 1-1/4'. FLEX CONDUITS FIBER PROVIDER TO TERMINATE \t1i FIBER PROVIDER TO PUNCH TOP OF POWER TO FIBER PROVIDER NID ..1 TELCO BOX OF NID ENCLOSURE AND PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4' LIQUID TIGHT B&T ENGINEERING, INC. 12 AWG WIRE (6' TAIL) CONNECTORS, LIE LISTED, NYLON MATERIAL WITH 0-RING GASKET IT IS A' UNLESS THEY ARENACTING UNDER THE DIREC ION OF LAW FOR ANY PERSON, FIBER PROVIDER TO INSTALL OF A UTDENSED PTM�S NM TNGINEER. _ iii, J1-1/4- FLEX CONDUITS BETWEENPROPOSED DISH Wireless LLC. . 1 FOP TELCO BOX & NID 10 AMP DISTRIBUTION BREAKER o DRAWN BY: CHECKED BY:APPROVED BY: 111 PROPOSED DISH Wireless LLC. PROPOSED DISH Wireless L.LC. TELCO FIBER ENCLOSURE H JCO MOW 12 AWG WIRE PROPOSED DISH Wireless LLC. C 1-1/2" FIBER TO CABINET REDS REV #: 2.0 N N o PROPOSED DISH Wireless L.L.C. 1-0-0� PROPOSED DISH Wireless L.L.C. 1-1/2' POWER FROM CABINET ig 2" CONDUIT FROM COMMERCIAL CONSTRUCTION 'a FIBER VAULT DOCUMENTS LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 suBMITTALS REV DATE DESCRIPTION A 7/21/21 ISSUED FOR REVIEW 0 8/3/21 ISSUED FOR CONSTRUCTION 1 2/14/22 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 153282.001.01 DISH Wireless L.L.C. PROJECT INFORMATION BOBDL00200A 790 FLORENCE ROAD NORTHAMPTON, MA 01062 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED I l NO SCALE I 9 E�2 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NOTES THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY PROPOSED POWER PROTECTIVE CABINET CHARLES NETWORK CABINET THE ADJUSTMENT FACTOR OF 80% PER 2014/17 NEC TABLE 310.15(B)(3)(a) OR • UTIUTY SERVICE ENTRANCE 120/24OV, 1 PH. SERVICE RATED, 2020 NEC TABLE 310.15(C)(1) FOR UL1015 WIRE. 120/240 VAC 1PH OVERALL UL LISTED POWER CENTER, d ,.., sh N3R, 65K/10K AIC :182 FOR 15A-20A/1P BREAKER: 0.8 x 30A = 24.0A T [ BACKUP MAIN BREAKER WITH 10 FOR 25A-30A/2P BREAKER: 0.8 x 40A = 32.0A LI�.IMJ GENERATOR 2 2� INTERLOCKED GENERATOR 8 FOR 35A-40A/2P BREAKER: 0.8 x 55A = 44.0A EXISTING 120/240V, 1¢3W, UTIUTY COMPANY CAMLOCK FEED, 200A65KAIC (2) PROPOSED FOR 451A-60A/2P BREAKER: 0.8 x 75A = 60.0A 50kVA TRANSFORMER GEN PLUG 0.75" EMT CONDUITS wireless.. N 56 CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. SURGE SUPPRESSION 0.5" CONDUIT - 0.122 50. IN AREA DEVICE 100KA SAD/MOV 0.75- CONDUIT - 0.213 SO. IN AREA 5701 SOUTH SANTA FE DRIVE NEW WIRE AND CONDUIT PER UTILITY 2.0- CONDUIT - 1.316 SQ. IN AREA COMPANY REQUIREMENTS 01 02 LITTLETON, CO 80120 GFCI PROPOSED 2 #10, 1 #10 CU GND. 3.0' CONDUIT - 2.907 SQ. IN AREA 15A.y 03 04 30A A I FOR RECTIFIER 1 O CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. M NEW 200A. 120/240V, 1¢3W, SERVICE RATED, 15A OS 06 FUSIBLE DISCONNECT (NEMA 3R). PROPOSED 2 #10 I #10 - 0.0211 SQ. IN X 2 = 0.0422 SQ. IN A (SQUARE D MODEL No. D224NRB/ OR EQUIVALENT). SPACE 07 08 ' J I FOR RECTIFIER 2 /10 - 0.0211 S0. IN X 1 = 0.0211 S0. IN <GROUND VERIFY COMPATIBIU1Y WITH LOCAL UTILITY COMPANY. SPACE LOCATION OF MAIN BONDING JUMPER. 09 t0 TOTAL = 0.0633 SQ. INPROPOSED 2 /10, 1 /10 CU GND. SPACE 11 12 30A n I FOR RECTIFIER 3 0.5' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES. SPACE 13 14 INCLUDING GROUND WIRE. AS INDICATED ABOVE. AMERICAN TOWER' / (3) 3/0 WITH /6 GROUND 0 PROPOSED 2 /10 10 PRESIDENTIAL 0 WAY b WOBURN, MA 01801 IN 3'SCH 40 CONDUIT SPACE 15 16 30A V I FOR RECTIFIER 4 RECTIFIER CONDUCTORS (2 CONDUITS): USING UL1015, CU. 200 SPACE c n 17 18 - #10 - 0.0266 SQ. IN X 4 = 0.1064 SQ. IN /4 CU (GROUNDING SPACE SPACE #10 - 0.0082 SQ. IN X 1 = 0.0082 SQ. IN <BARE GROUND ELECTRODE CONDUCTOR) 0n 51) PROPOSED p B+T GRP ER SPACE SPACE 0.5- EMT CONDUIT TOTAL = 0.1146 SQ. IN 1717 S.BOULDER 587-4830 n 21 22nsum 3M SPACE SPACE 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, TULSA 0K74119 n23 24^ INCLUDING GROUND WIRE, AS INDICATED ABOVE. wrAv..p�P.mmm SPACE SPACE PROPOSED 2 #10, 1 #10 CU GND. O I FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN GROUNDING ELECTRODE SHALL BE #6 - 0.0507 SO. IN X 1 = 0.0507 SQ. IN <GROUND (2) 5/8-0 X 10' LONG GROUND NOTE' ROD SPACED MINIMUM 6'APART CONTRACTOR TO REFER TO BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, 600V, AND PVC INSULATED. IN THE SIZES SHOWN TOTAL = 0.8544 SQ. IN FINAL UTILITY DESIGN DETAILS IN THE ONE-UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. ►i;or 4�f 1�m�1 W6 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, V.4�E1 f BREAKERS REQUIRED: INCLUDING GROUND WIRE, AS INDICATED ABOVE. f(a vETEa (4) 30A, 2P BREAKER - SQUARE D P/N:00230 J� Sw -► (1) 15A, 1P BREAKER - SQUARE D P/N:00115 At 04'41 ►Vff B&T ENGINEERING, INC. PPC ONE-LINE DIAGRAM NO SCALE 1 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ME ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: CH JCO MOW REDS REV #: 2.0 • CONSTRUCTION DOCUMENTS PROPOSED CHARLES PANEL SCHEDULE SUBMITTALS VOLT AMPS VOLT AMPS LOAD SERVED (WATTS) a TRIP C PHASE CM; TRIP (WATTS) LOAD SERVED REV DATE DESCRIPTION L1 Lz L7 L2 A 7/21/21 ISSUED FOR REVIEW PPC GFCI OURET 180 , 15A 1 A -.rl` 2 2880 ABB/GE INFINITY D 8/3/21 ISSUED D FOR CONSTRUCTION CHARLES GFCI OUTLET 180 15A 3 -ti B _A- 4 2880 RECTIFIER 1 -SPACE- 5 �. A 6 2880 1 2/14/22 ISSUED FOR CONSTRUCTION ABB/GE INFINITY -SPACE- 7 -ti B 8 30A 2880 RECTIFIER 2 -SPACE- I 9 A 10 2880 ABB/GE INFINITY -SPACE- 11-A- B 12 30A 2880 RECTIFIER 3 -SPACE- 1 13./` A 14 30A 2880 , ;.o ABB/GE INFINITY -SPACE- ;.., 15 n B 16 12880 RECTIFIER 4 -SPACE- 17 A -n.18 -SPACE- -SPACE- IlW. 19-4- B -A-20 -SPACE- A&E PROJECT NUMBER -SPACE- 21-4- A 22 -SPACE- -SPACE- Mad 23-7't- B n.24 -SPACE- 153282.001.01 VOLTAGE AMPS I 180 I 180 111520 111520 200A MCB, 1¢, 24 SPACE. 120/240V LI L2 DISH Wireless L.L.C. MB RATING: 65.000 NC 11700 11700 VOLTAGE AMPS PROJECT INFORMATION 98 98 AMPS 123 MAX 125% BOBDL00200A 790 FLORENCE ROAD NORTHAMPTON, MA 01062 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE ND SCALE 2 NOT USED NO SCALE 3 4;00801111111ireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 L PROPOSED BUSS BAR • EXOTHERMIC CONNECTION ri TEST GROUND ROD WITH INSULATORS PROPOSED 4"x12"x1/4"TINNED INSPECTION SLEEVE TEST WELL COPPER GROUND BUSSBAR - • MECHANICAL • CONNECTION _ -r •_. r r._._._1-__. a /6 AWG STRANDED INSULATED d ,..., sh HI II GROUND BUS BAR . 0 —•—•— #2 AWG SOLID COPPER TINNED —� ` GROUND ROD Oasctmaarl--- - —W BUSS BAR INSULATOR BOND PROPOSED EQUIPMENT \ 1 a,!i = 1! I �� / wireless. I ^ PLATFORM TO PROPOSED _ll \ I��, • GROUNDING ELECTRODE _�I I_ \ (�d0. I 5701 SOUTH SANTA FE DRIVE GROUNDING LEGEND SYSTEM (TYP. 4) — •I \ UTTLETON, CO 80120 I INBOND H-FRAME POST TO / ,�� EXISTING TOWER GROUND • UNI-STRUT (TYP.) / 1I RING (FEILD VERIFY) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. '!• I BOND •ICE BRIDGE \ -tar- ----ta -ii — '-tei- , SUPPORT POSTS TO 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE STSItM. GROUNDING SHALL BE INA / GROUND RING BOND(s) -- -�• `� COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC. GROUNDING AND BONDING (TOP ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. / II I ' '' TOWERG GUYED � #2 AWG BURIED GROUN / I 13. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. AMERICAN TOWER" RING 30" BELOW GRADE / . 7 ' `` D \ 10 AL WAY WOBURN, MA1 01801 ` _ _ _ _ I / _ P � ' `. \ #2 TINNED SOLID IN 1/2• I JL I I I �r� •4 ° ,' GROUNDING KEY NOTES B+T GRP MIN. LIQUID TIGHT CONDUIT ,e • ..- .. .\ I sulTEioouLOER FROM 24" BELOW GRADE TO WITHIN 3"TO 6" OF I ■ �. .r • . I TULSA,OK 74119 CAD-WELD TERMINATION I 4 EXTERIOR GROUND RING #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW PN.(s1s)se7.4630 POINT. EXPOSED END OF — — - . .. / O GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL """"bm'Pm"' THE LIQUID TIGHT CONDUIT I �- a- I r 1 ��, , OR FOOTING. MUST BE SEALED WITH L� SILICONE CAULK. (TYP) IL.: _ _ = _ / ' ----lb i `\ .'4 / TOWER GROUND RING• THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, •�"'��IE ��I�'��'� \ O AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE 'I `�\ // BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOUD COPPER CONDUCTORS. 0,wAA4 0 ._.— .—.—.-1. —.1- -- - O INTERIOR GROUND RING* #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE ��d VETER. PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND a `WA 4 `► BOND EQUIPMENT AS WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. I1\,` PROPOSED EQUIPMENT GROUND RING TO O rn BOND TO INTERIOR GROUND RING. #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE e4 EXISTING TOWER GROUND RING (TOTAL 2) PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. GROUND ROD• UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF B&T ENGINEERING, INC. GROUND RING CONDUCTOR. NOTES SELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT IT IS A VIOLATION OF LAW FOR ANY PERSON, OF FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED UNLESS A THEY ARE ACTINFESSIO G ER TENG EHE NGINEER. W COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. 1. ANTENNAS AND OW SHOWN ARE GENERIC AND C-. •, •�- NOT REFERENCING TO A SPECIFIC DRAWN BY: CHECKED BY:APPROVED BY: — � o W�I�WI• MANUFACTURER. THIS LAYOUT IS FOR REFERENCE O HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN ,; INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING CH JCO MDW �� USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. \ ,�� ) TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND REDS REV #: 2.0 __ EXTERIOR CARP ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND �/ PROPOSED #2 AWG STRANDED INSPECTION SLEEVE. CONSTRUCTION 1 7_� COPPER GREEN INSULATED (TYP) DOCUMENTS / Oj TELCO GROUND RAN: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. PROPOSED UPPER TOWER f�ie ,\ial GROUND BAR (Timogim FRAME BONDING' THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. REV DATE DESCRIPTION ' 4IIi1it O INTEOR UNIT BONDS: METAL FRAMES, CABINETS AND INDMDUAL METAWC UNITS LOCATED WITH THE AREA A 7/21/21 ISSUED FOR REVIEW WAOF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE o e/7/21 RSUED FOR CONSTRUCION INTERIOR GROUND RING. 1 2/14/22 4SSUE0 FOR CONsfRUCT10N OEFNCF ANTI !',ATE GROUNDING• METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A#2 AWG SOLID I TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. Ill ) O FYTFRIOR UNIT BONf)�; METAWC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED Ad<E PROJECT NUMBER PROPOSED BUSS BARTO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE ND INSULATORS (TOP) 153282.001.01 OICE BRIDGE SUPPORTS• EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE .� PROPOSED 4x6"x1/4" TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIEDDISH Wireless L.L.C. •�i ' Ip TINNED COPPER SECTOR GROUND RING. PROJECT INFORMATION GROUND BUSSBAR (TYPO DURING ALL DC POWER STaILM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS BOBDL00200A / OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND / INSTATIONS OR CHANGES TO DC CONVERTER STItMS IT SHALL BE REQUIRED THAT SERVICECONT ]90 FLORENCE ROAD t, \\\\\ " CONDUCTOR FROMTORS IFY ALL THE DCDC POWER SYSTEMS ARE POWER SYSTEM COMMONERETURNDBUSHDRECTLYER DC CONNECTED TOEM RTH RN CELLRSfTE NORTHAMPTON, MA 01062 `/7 \ \\ \, REFERENCE GROUND BAR � \ / O TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO TOWER STEEL SHEET TITLE 0-:41 st:. REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDINGAND NOTES PLANS \ SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING PLAN NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING NOT REQUIRED WHEN • ��PROPOSED GPS UNIT (� I 1� _ANTENNA IS LESS THAN 10' FROM CABINET New 11‘.1I 1 s h f L J PROPOSED GPS UNIT ; I PROPOSED 200AMP METER SOCKET -r' 1 �l1 I i I PROPOSED PIPE COLUMN wireless.. ]-'--[ l r' /2 AWG GROUND I� PROPOSED POST pf I I ��I ��"'fff CONDUCTOR TO GROUND IIILLL 5701 SOUTH SANTA FE DRIVE I�O o t PROPOSED GPS UNIT LITTLLTON, CO 80120 /", I EQUIVALENT OR APPROVED _ II PROPOSED PIPE CLAMPS PROPOSED DISH ,,f • EQUIVALENT ��()�� Wireless LLC. 1 �-l 1 I Tol-)POWER BROTECTIVECABINET 1 /-RESERVED SPACE FOR IIIa FIBER NID, IF 1 o �.� REQUIRED I AMERICANTIOWER' :1 1 C 1 0 PRESIDENTIAL WAY r _-_t (OI ; WOBURN, MA 01801 Y 1 l -~- 1/2' COAX CABLE 8' \ MINIMUM BENDING RADIUS �, I mr.p B+T GRP _ PER CABLE MANUFACTURER'S I I --- . / Al I SPECIFICATIONS717 S.BOULDER 1 La ,I 'Jr'PTO GROUND sum 300 TULSA OK 74119 i I I PROPOSED I -- p ((b��53p II I I DISH Wireless I , � TYPICAL _GPS UNIT GROUNDING No SON l LLC. SAFETY 2 i I SWITCH. I - i I INSTALL IF II i REQUIRED BY II I la D S L COMPANY I -UTI s J I ` 1 Nx 4 (L---- ---- PROPOSED TELCO � �� ` 1 � FIBER ENCLOSURE Ill V R y. sau ' 1 Q/ • 1 I • J o ; ( i L 'I I PROPOSED /2 AWG TIE \ ►��• \ 1 i)IIIt r 1 INTO GROUND RING (TYP) 1 !1 ( ,/ \ 12 TINNED SOLID IN 1/2' MIN. • �• \ f I 1 i I LIQUID TIGHT CONDUIT FROM 24' 7V. `�.r� _ i PROPOSED PLATFORM BELOW GRADE TO WTTHIN 3'TO � oti� o� o o , \ B&T ENGINEERING, INC. 6'OF CAD-WELD TERMINATION / o•i O 0■.•o POINT. EXPOSED END OF THE 10 00000 o a e LIQUID TIGHT CONDUIT MUST BE ° I i I I "ex?, d R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION SEALED WITH SILICONE CAULK. 1 IBOND EQUIPMENT ( GROUND l I I l \ OF A uCENSED PROFESSIONAL ENGINEER, (TYP) 1 1 GROUND BAR TO BUSS TO ALTER THIS DOCUMENT. 1 1 GROUNDING 1 1 ELECTRODE STDIEM BAR I L-� 1 i _L_(TYP) -i I f"7 PROPOSED GROUND RING DRAWN BY: CHECKED BY:APPROVED BY: j 4r'0 Ord 1 I 1' yam- \ I / I GOO4 --- BASE CH JCO MOW -- -- -- - I I - - -- CONNECTION , " RFDS REV f: 2.0 PROPOSED / GROUND RING 2 GROUND CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL NO SCALE 1 OUTDOOR CABINET GROUNDING ND SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12' DIA x 24" DEEP A 7/21/21 ISSUED FOR REVIEW 2 TINNED SOLIDLIQUID x INSPECTION SLEEVE PVC I IN 1/2 MIN. OR SOIL PIPE WITH CONSTRUCTION 8/3/21 ISSUED FORCONSTRUCTION< x � TIGHT CONDUIT FROM 24' BELOW GRADE m a OR EQUIVALENT 1 2/14/22 ISSUED FOR cIRUC ION TO WITHIN 3'TO 6' OF CAD-WELD PIPE . f 1-0' TERMINATION POINT. EXPOSED END OF ,� - iV THE LIQUID TIGHT CONDUIT MUST BE / FINISHED GRADE INCLUDE WARNING TAPE WITH SEALED WITH SILICONE CAULK. - - - o '• o.-. ,oi,'0 •.'0. o ''o 11 o?°' BACKFlLL PER SPECIFICATIONS .p.o.00.o: .a o:o .°. o:� GRADE 30 rn • !/'!/'!I� !! !741 /!� AkE PROJECT NUMBER m JW� • II� l /i0• /,�0. TeVN 3 0 153282.001.01 re O U„ '� EXOTHERMIC CONNECTION z OffD 3 .V m z 0 DISH Wireless L.L.C. "01 � 2�� 3/4' CRUSHED STONE OR N PROJECT INFORMATION • tn re yI%�"I/.Ty EQUAL FILL TEST WELL TO/ WITHIN 2' OF TOP OF 4 BOBDL00200A 1GROUNDING LOOP CONDUCTOR n GROUND RING, #2 AWG 790 FLORENCE ROAD CADWEL ( ) 1GROUND RING F MA 01062 I - - / COPPER CONDUCTOR NORTHAMPTON, -- - - C SHEET TITLE 2 AWG SOUD TIE INTO EXISTING COPPER CONDUCTOR D I - GROUNDING DETAILS GROUND RING EXTERIOR GROUND RING GROUNDLONGCOPPER ROD, 1/2'CLAD MIN.STEEL x 8•-0' (ERICO #625880) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 ,fireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 L EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE 1. EXOTHERMIC WELD (2) TWO. 12 AWG BARE TINNED SOUD COPPER CONDUCTORS TO GROUND CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO-HOLE CONNECTOR BARREL BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS WELD. dle.sh 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT wireless_ 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND am BEFORE MATING. S/S LOCK S/S LOCK WASHER IMAII WASHER 5701 SOUTH SANTA FE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR r Elm r I LITTLETON. CO 80120 DOWN TO GROUNDING BUS. T L �� r�� S/S FIAT Tj / S/SWAS FLAT J 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER WHIN JJ L WASHER �� THE BACK SIDE. TINNED COPPER � GR UN COPPER 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT �i� GROUNDING BAR r I S/S FLAT a=� GROUNDING BAR r i' A 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHEROM IM T�� WASHERMill MI • /- A REQUIRED. J L____'Mr JJ 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT '--' S/S BOLT '--' AMERICANALTOWER' WAY (1 OF 2) (1 OF 2) 10 PRESIDENTIAL WAY WOBURN, MA 01801 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING r B+T GRP 1717 S.BOULDER SURE 390 TULSA,OIL 74119 PH:(918)587-4630 TYPICAL GROUNDING NOTES NO SCALE 1 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 """'a'PW"' NOTE: MINIMUM OF 3 THREADS `3 PETER.. e� TO BE VISIBLE (TYP) S/S BOLT (TYP) s sMl A`:,► S/S SPUT WASHER (TYP) 21K ■,. '■' 1E1 '■•' S/S FLAT WASHER (TYP) Tr VI..4� �-t MI 2 HOLE LONG BARREL • , TINNED SOUD COPPER 'E' 1.1 -' LUG (TYP) B&T ENGINEERING, INC. S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR Millin S/S NUT(TYP) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINGS UNDER THE DIRECTION CHERRY INSULATOR INSTALLED IF REQUIRED OF A LICENSED PROFESSIONAL ENGINE . TO ALTER THI DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: =.11.1.1, CH JCO MDW REDS REV #: 2.0 CONSTRUCTION DOCUMENTS LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 7/21/21 ISSUED FOR REVIEW 0 8/3/21 ISSUED FOR CONSTRUCTION 1 2/14/22 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 153282.001.01 DISH Wireless L.L.C. PROJECT INFORMATION BOBDL00200A 790 FLORENCE ROAD NORTHAMPTON, MA 01062 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 RF JUMPER COLOR CODING 3/4'TAPE WIDTHS WITH 3/4'SPACING LOW BANDS (N71+N26) AWS • sh PORT I PORT 2 PORT 3 PORT 4 PORT 1 PORTPORT2 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4dLOW-BAND RRH - NT OPTIONAL - (N29) (N66+N70+H-BLOCK) �/ (600MHz BASEBAND) + +SLANT - SLANT +SLANT - SLAM' +SLANT -SLANT + SLANT - SLANT +SLANT - SLANT + SLANT -SLANT (850MHz N26 BAND) + �,�� (700MHz N29 BAND) - OPTIONAL PER MARKETtihidZI GREEN ,: S wireless GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BANDS) p p (3 GHz) ON ANT/RRH UTTLETON, CO 80120 f81"7 f�l"7 t MATE ©© WHITE im 11111 1:RED , BLUE BLUE BLUE '. 1 GfiED1 GREEN GREEN ALPHA SECTOR BETA SECTOR GAMMA SECTOR AMER10 IRG/►EN TAL WAY MID-BAND(AWS BANDS RH -N66+N70) �- - wOBURN, MA 018Ot III PURPLE PU , RED RED PURPLE PURPLE BLUE PURPLE PURPLE GREEN GREEN RED _in PURPLE PURPLE w"rrE 1 PURPLE PURPLE 1 li PURPLE PURPLE B+T GRP 1717 S.BOULDER ADD FREQUENCY COLOR TO SECTOR BAND SUTTE 300 (CBRS WILL USE YELLOW BANDS) T WHITE WHITE WHITE PH(18t5871 - PORT - PORT COLOR IDENTIFIER NO SCALE 2 www.136rp.com HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 RED ,' RED -1 ►AAaOF INCLUDE SECTOR BANDS BEING SUPPORTED BLUEMIMI � ALONG WITH FREQUENCY BANDS P� E7ER•. EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS GREEN GREQI 7, Sim ��, ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS ( A`,.%400'0-7A YELLOW EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS CBRS ONLY, ALL SECTORS FIBER JUMPERS TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH B&T ENGINEERING, INC. LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION LICENSED A LICSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY. CH JCO MDW POWER CABLES TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH REDS REV #: 2.0 LOW-BAND EONLY RRH POWER CABLES HAVE SECTORSTRIPE CONSTRUCTION DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION A 7/21/21 ISSUED FOR REVIEW 0 8/3/21 ISSUED FOR CONSTRUCTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 1 2/14/22 ISSUED FOR CONSTRUCTION LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ "IN" "IN" "IN" "IN" "IN" "IN" — — A&E PROJECT NUMBER 153282.001.01 DISH Wireless L.L.C. PROJECT INFORMATION MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES BOBDL00200A LINKS WILL HAVE A 1.5-2 INCH WHRE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY 790 F LO R E N C E ROAD THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH NORTHAMPTON, MA 01062 ADDITIONAL MW RADIO. M EE WHITE MIRE MilE MATE MITE MICROWAVE CABLES WILL REQUIRE P-TOUCH . — SHEET TITLE LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE M111E MITE METE MITE LOCAL AND REMOTE SITE ID'S -- RF WHITE MITE MaTE CABLE COLOR CODE SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE 1 NOT USED NO SCALE 4 011.15/ireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 t RIM AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION • ABV ABOVE INT INTERIOR MECHANICAL CONNECTION . AC ALTERNATING CURRENT LB(S) POUND(S) • BUSS BAR INSULATOR A ADOL ADDRIONAL LF UNEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION d IINOCS h AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING STsILM eT AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE NO NC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT wireless GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD OP ANT ANTENNA 5701 SOUTH SANTA FE DRIVE MGB MASTER GROUND BAR UTTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE III--®T APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH S ATS AUTOMATIC TRANSFER SWITCH MR METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH A DUPLEX RECEPTACLE O BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE m BLK BLOCK NM NEWTON METERS AMERICAN TOWER' 4i BLKG BLOCKING 10 PRESIDENTIAL WAY FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48—T8 I- -.-1BM BEAM N0. NUMBER F 1 # NUMBER WOBURN, MA 01801 L_---J BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE B+T GRP SMOKE DETECTION (DC) BOF BOTTOM OF FOOTING SD OC ON-CENTERmi.?CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 1717 S.BOULDER EMERGENCY UGHTING (DC) n CANT CANTILEVERED OPNG OPENING TE 300 TSULSA OK 74119 CHG CHARGING PH:(918)587-4630 P/C PRECAST CONCRETE www boar an SECURITY UGHT W/PHOTOCELL UTHONIA XW CLG CEILING AL PCS PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K-SR4-120-PE-DDBTXD CLR CLEARPCU PRIMARY CONTROL CHAIN LINK FENCE x x x x COL COLUMN RRADIO C PRIMARY CABINET COMM COMMON WOOD/WROUGHT IRON FENCE ❑ 0 ❑ ❑ ❑ ❑ CONC CONCRETE PP POLARIZING PRESERVING WALL S71Rh.11hcE - CONSTR CONSTRUCTION PSF POUNDS PER SQUARE FOOT .i4As4, A •r/////////////////////////////////� PSI POUNDS PER SQUARE INCH /t" DBL DOUBLE ♦ca PAR,, LEASE AREA - - PT PRESSURE TREATED s DC DIRECT CURRENT SMI PWR POWER CABINET Alt, PROPERTY LINE (PL) - - - - - - DEPT DEPARTMENT OTY QUANTITY A<w A'SETBACKS OF DOUGLAS FIR RAD RADIUS �� 4A DIA DIAMETER ►�♦�4 "o"o`G►`9►'0'0"0'o'o`G►`L►`L►uo'o"o'o'o` RECT RECTIFIER ICE BRIDGE ii►%►►o�0%040%.%0%g.o o%0%0% L►o�► DIAG DIAGONAL CABLE TRAY jjjjjj/j/jjjjjjjjj/jjjjj� DIM DIMENSION REF REFERENCE DWG DRAWING REINF REINFORCEMENT WATER LINE — W W W W W — REVD REQUIRED B&T ENGINEERING, INC. OWL DOWEL UNDERGROUND POWER — UGP— UGP—UGP— UGP— UGP— EACH RET REMOTE ELECTRIC TILT EAUNDERGROUND TELCO UGT — UGT —UGT — UGT — UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON, HEY ARE ACNG UNDER THE DIRECTION OVERHEAD POWER —0HP OHP DIP OHP EL ELEVATION RMC RIGID METALUC CONDUIT UNLOF A LICENSED PRROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO OHT OHT OHT OHT RRU REMOTE RADIO UNIT EMT ELECTRICAL METALUC TUBING DRAWN BY: CHECKED BY:APPROVED BY: UNDERGROUND TELCO/POWER — UGT/P —UGT/P —UGT/P — UGT/P — ENG ENGINEER RWY RACEWAY ABOVE GROUND POWER AGP —AGP —AGP AGP —AGP EQ EQUAL SCH SCHEDULE CH JCO MDW EXP EXPANSION SHT SHEET ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT SAD SMART INTEGRATED ACCESS DEVICE - RFDS REV : 2.0 EXT EXTERIOR ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P EW EACH WAY SIM SIMILAR WORKPOINT W.P. FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION FF FINISH FLOOR sQ SQUARE DOCUMENTS XX ' FG FINISH GRADE SS STAINLESS STEEL SECTION REFERENCE STD STANDARD SUBMITTALS X-X FlF FACILITY INTERFACE FRAME FIN FINISH(ED) STL STEEL REV DATE I DESCRIPTION TEMP TEMPORARY ® FON FOUNDATION FIR FLOOR A 7/21/21 ISSUED FOR REVIEW DETAIL REFERENCE THK THICKNESS 0 e/3/21 ISSUED FOR coNsrRucnON ® FOC FACE OF CONCRETE TMA TOWER MOUNTED AMPLIFIER 1 2/14/22 ISSUED FOR CONSTRUCTION FOM FACE OF MASONRY TNTOE NAIL TOA TOP OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE FT FOOT TOP TOP OF PLATE (PARAPET) FTC FOOTING TOS TOP OF STEEL A&E PROJECT NUMBER GA GAUGE TOW TOP OF WALL 153282.001.01 GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION TYP TYPICAL DISH Wireless L.L.C. GFCI GROUND FAULT CIRCUIT INTERRUPTER PROJECT INFORMATION UG UNDERGROUND GLB GLUE LAMINATED BEAM GLV GALVANIZED UL UNDERWRITERS LABORATORY BOBDL00200A CPS GLOBAL POSITIONING SYSTEM LINO UNLESS NOTED OTHERWISE 790 FLORENCE ROAD GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM NORTHAMPTON, MA 01 062 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SHEET TITLE HDR HEADER W WIDE LEGEND AND HGR HANGER W/ WITH ABBREVIATIONS HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT GN-1 LEGEND ABBREVIATIONS DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 0 (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless r s h L.LC. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless LL.C. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY wireless.. NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE 5701 SOUTH SANTA FE DRIVE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY UTTLETON. CO 80120 ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. A OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, IS NOT LIMITED TO, BUILDING, ELECTRICAL MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF UFE AND AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. AMERICAN TOWER' JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 10 PRESIDENTIAL WAY 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING OBSERVATION HE FINISHED STRUCTURE ONLY. WOBURN, MA 01801 PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN B+T GRP AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 1117 S.BOULDER PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF SUITE Kg THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. TULSA.OK74119 P:(91B)5BIJ630" burp-corn ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO NSTALLATION, ALTERATION; AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS ��A��. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE I EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY �. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. ‘•+ r� AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ,."' REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS '' yvvi` OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. B&T ENGINEERING, INC. UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. IT IS A VIOLATION OF LAW FOR ANY PERSON, OF CONSTRUCTION. UNLESS THEY ARE ACTING UNDER THE DIRECTION 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER AUTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE CH JCD MDW UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) OF INSTALLATION. FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY RFDS REV #: 2.0 PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, DRAWINGS.FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN CONSTRUCTION LATEST APPROVED REVISION. DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND AND TOWER OWNER SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. A 7/21/21 ISSUED FOR REVIEW WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY o B/3/21 ISSUED FOR CONSTRUCTION THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. 1 2/14/22 ISSUED FOR CONSIRI1Ci1ON 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. 153282.001.01 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF BOBDL00200A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 790 FLORENCE ROAD 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY NORTHAMPTON, MA 01062 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS SHEET TITLE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED GENERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMHFR BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-2 BE PLACED IN ANY FILL OR EMBANKMENT. r DI>1allIVireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 I 1 ..••• CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE • AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. W 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION psf. OCCURS OR FLEXIBILITY IS NEEDED. - d 1.1111" S h 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET ' MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. wireless,. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE 5701 SOUTH SANTA FE DRIVE NEC. LITTLETON, CO 80120 BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF AMERICAN TOWER' THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO 10 PRESIDENTIAL WAY #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE WOBURN, MA 01801 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR ENDS-OF OBSTRUCTIONS. ENDSF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED B+T GRP • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 17175.BOULDER surre Sao • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET TULSA,OK 74119 PH:(918)587-4630 P STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR ".eoirP.com • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. • SI AR AND WAI I S 3/4" LO. NUNMtIALLIU Kt(tPIACLt, SWITCH ANU UtVIGt t1UXtS JHALL Mttl UK tXCttU NtMA UJ .C (Ntwta1mtvlalON) ANLT-bE-KATtU- - � •'4 -- • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. a PR. a 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND �` IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. - 1u' 4� 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE �••1 ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". B&T ENGINEERING, INC. FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED Ir IS A VIOLATION OF LAW FOR ANY PERSON, AND TRIP HAZARDS ARE ELIMINATED. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKED BY:APPROVED BY: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF CH JCO MDW THE NATIONAL ELECTRICAL CODE. REDS REV #: 2.0 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. DOCUMENTS 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. A 7/21/21 ISSUED FOR REVIEW 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 0 8/3/21 ISSUED FOR CONSTRUCTION CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT 1 2/14/22 ISSUED FOR CONSTRUCTION ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 153282.001.01 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DISH Wireless L.L.C. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJECT INFORMATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS BOBDL00200A OTHERWISE SPECIFIED. 790 FLORENCE ROAD 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH NORTHAMPTON, MA 01062 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. G N_3 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL • BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. r/ 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO • ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO wireless,. PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 5701 SOUTH SANTA FE DRIVE BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. LITTLETON, CO 80120 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. AMERICAN TOWER" 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 10 PRESIDENTIAL WAY WOBURN, MA 01801 OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. C B+T G R P 1711 S.BOULDER 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. SUITE 300 TULSA,OK 14119 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY Pro(918)5874630 SUPPORTED. ""'-o�m.� 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. s' 110 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. AL ok 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. B&T ENGINEERING, INC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. IT IS A VIOLATION OF LAW FOR ANY PERSON, THE DIREC 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED uN ES OF D ENSEDHEY AREACTING PROFESSIOONAL ER ENGNEER,T ON THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR TO ALTER THIS DOCUMENT. SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL DRAWN BY: CHECKED BY:APPROVED BY CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. CH JCO MDW 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" RFDS REV #: 2.0 NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). CONSTRUCTION 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE DOCUMENTS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. A 7/21/21 ISSUED FOR REV EW 0 8/3/21 ISSUED FOR CONSTRUCTION 1 2/14/22 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 153282.001.01 DISH Wireless L.L.C. PROJECT INFORMATION BOBDL00200A 790 FLORENCE ROAD NORTHAMPTON, MA 01062 - - SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 I DI'SIOMNireless L.L.C. TEMPLATE VERSION 37 — 07/09/2021