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750 W Center St, Suite 301 West Bridgewater. MA 02379 617620-3242 Ar410 CENTERLINE NNW' r.At VIA Certified Mail Town Administrator, 1146 Route 28, South Yarmouth, MA 02664 Re: Acknowledgment and Consent for AT&T Equipment Modification New England/ 10072371 /Yarmouth Buck Island Road Site Address: 480 Buck Island Rd, West Yarmouth, MA 02673 Dear Mr. Colby 8t-ilvif,40441.7 Centerline Communications is a contractor for AT&T. This letter is to notify you that, in order to maintain AT&T's commitment to the highest standards if service and technology,AT&T will need to update its wireless communications facility at the above referenced site. Pursuant to the Lease Agreement dated April 15,1984, between the Town of Yarmouth, and New Cingular Wireless PCS, LLC.,('AT&T")your consent is required for this modification to the existing wireless facility equipment. Within AT&T's existing lease area,AT&T will be replacing obsolete equipment with new equipment, more detail is provided in the attached constriction drawings. Please Sign your consent below so AT&T and their contractors can schedule and coordinate the work accordingly. Please note,this letter may be used for authorization purposes during zoning or permitting. Please return the signed consent to my attention VIA fax,email or address. Should you have questions, please feel free to contact me and thank you for your cooperation in this matter. Sincerelc�-- -- ) _.) Acknowledged, accepted and Agreed: Centerline Communications BY:I' kW, i Evan Renwick Print Name: l..�v(l, eus ajL%t Cell: (774)428-0194 Title: Vt ')tifr 1{�t`yh�,i 750 W Center St, #301, tC West Bridgewater, MA 02379 Date: q erenwick@clinellc.com The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations (t ,_ Lafayette City Center t, 2 Avenue de Lafayette, Boston, MA 02111-1750 e } www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: QualTek Wireless LLC Address:475 Sentry Blvd East Suite 200 City/State/Zip: Blue Bell, PA 19422 Phone #: (484)804-4500 Are you an employer? Check the appropriate box: Business Type(required): 1.0 I am a employer with 100+ employees (full and/ 5. ❑ Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑ Office and/or Sales (incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. ❑ Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4), and we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]** 11.❑ Health Care 4.❑ We are a non-profit organization, staffed by volunteers, with no employees. [No workers' comp. insurance req.] 12.0 Other Telecommunications *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name: First Liberty Insurance Corporation Insurer's Address: 175 Berkeley Street City/State/Zip: Boston, MA 02116 Policy#or Self-ins. Lic. #WC6-631-510650-021 Expiration Date: 11/30/2022 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under § 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 certify, under the pains and penalties of perjury that the information provided above is true and correct. Norma Sanchez Digitally signed by Norma Sanchez 11/29/2021 Signature: Date:2021.11.29 09:42:59-05'00' Date: Phone#: 856-675-1334 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): 1.❑Board of Health 2.0 Building Department 3.❑City/Town Clerk 4.❑Licensing Board 5.0 Selectmen's Office 6.['Other Contact Person: Phone#: www.mass.gov/dia C�© DATE(MM/DD/YYYY) A C CERTIFICATE OF LIABILITY INSURANCE 11/19/2021 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: Daisy Braun Arthur J. Gallagher Risk Management Services, Inc. PHONE No,Ext):856-675-1334 FAX No):856-482-1888 4000 Midlantic Dr, Suite 200 Mt. Laurel NJ 08054 ADDRESS: CherryHill.BSD.CertM@AJG.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Liberty Insurance Corporation 33588 INSURED QUALUSA-01 INSURER B:Liberty Mutual Fire Insurance Company 23035 QualTek Wireless LLC 475 Sentry Parkway E INSURER C:AXIS Insurance Company 37273 Ste 200 INSURER D:Navigators Insurance Company 42307 Blue Bell, PA 19422 INSURERE:Liberty Insurance Underwriters Inc 19917 INSURER F:American Guarantee and Liability Ins Co 26247 COVERAGES CERTIFICATE NUMBER:1294065223 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSD ADDL SUBR WVD POLICY NUMBER MIPOLICY EFF POLICY EXP LIMITS (MM/DD/YYYY) (MDD/YYYY) B X COMMERCIAL GENERAL LIABILITY TB2-631-510650-041 11/30/2021 11/30/2022 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence) $100,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY X jEC X LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: $ B AUTOMOBILE LIABILITY AS2-631-510650-031 11/30/2021 11/30/2022 COM(EaBINEDaccdent) SINGLE LIMIT $2,000,000 X ANY AUTO BODILY INJURY(Per person) $ 1 OWNED SCHEDULED BODILY INJURY(Per accident) $ _ AUTOS ONLY _ AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) ,Comp/Collision Ded $$1,000/1,000 I CC _ UMBRELLA LIAB X OCCUR P-001-000073672-04 11/30/2021 11/30/2022 EACH OCCURRENCE $30,000,000 E X EXCESS LIAB - NY2IEXCZO3HAGIV 11/30/2021 11/30/2022 FCLAIMS-MADE 1000324565-04 11/30/2021 11/30/2022 AGGREGATE $30,000,000 DED RETENTION$ AEC 8761755-03 11/30/2021 11/30/2022 $ A WORKERS COMPENSATION WC6-631-510650-011 11/30/2021 11/30/2022 X STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under _DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 F Installation Floater 13 UUM BK0148 11/30/2021 11/30/2022 Limit 5,000,000 Deductible 5,000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Cyber Liability(Primary) Policy#CYB-1004358-02 Policy Period: 11/30/2021 -11/30/2022 Carrier:Hudson Excess Insurance Company Limit:$5,000,000 Cyber Liability(Excess) Policy#C-4LP8-001024-CEPMM-2021 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Evidence of Coverage AUTHORIZED REPRESENTATIVE SQJ,,,i Vill 41,..„,... ( ) The ACORD name and logo are registered marks88-2015 of ACORD CORPORATION. All rights reserved. ACORD 25 2016/03 • AGENCY CUSTOMER ID: QUALUSA-01 _ LOC#: AR ADDITIONAL REMARKS SCHEDULE Page 1 of AGENCY NAMED INSURED Arthur J.Gallagher Risk Management Services, Inc. QualTek Wireless LLC 475 Sentry Parkway E POLICY NUMBER Ste 200 Blue Bell,PA 19422 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 Policy Period: 11/30/2021 -11/30/2022 Carrier:Certain Underwriter at Lloyds Limit:$10MM x$5MM Property Policy Policy#13 UUM BK0148 Policy Period: 11/30/21 -11/30/22 Carrier:Hartford Fire Insurance Company Leased/Rented Equipment: Limit:$1,500,000 Deductible:$5,000 BPP Limit/Deductible:$4,740,000/$5,000 Professional Liab/E&O/Pollution Policy#0311-0596 Policy Period: 11/30/2021 -11/30/2022 Carrier:Allied World Assurance Company,Ltd Occurrence/Aggregate:$5MM/5MM Hartford Fire Insurance Company Inland Marine Policy Eff Date: 11/30/21 -Exp Date: 11/30/22 Policy#13 UUM BK0148 Installation Operations-LIMIT:$5,000,000/DEDUCTIBLE:$5,000 In Transit-LIMIT:$1,000,000/DEDUCTIBLE:$5,000 In Temporary Storage-LIMIT:$15,000,000/DEDUCTIBLE:$5,000 Evidence of Coverage ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Re ulations and Standards f•. Const 3ra soya visor CS-098919 r' Elkpires:05/04/2026 GEOFFREY fFORSE'JAI 10 WESCROf"t'T RD READING M1t01967 Commissioner do a f. bi6mcha. Construction Supervisor Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters) of enclosed space. Failure to posses:; a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl STRUCTURAL ANALYSIS REPORT For MA1296 YARMOUTH BUCK ISLAND ROAD 480 Buck Island Road West Yarmouth, MA 02673 Antennas Mounted on Water Tank Façade; Equipment at Ground Level / d if Prepared for: '•~ CENTERLINE at&t V �„ fotalgoo 0'ZH OF 1 DAMEL P. oy Dated: March 14, 2022 HAMM m CIVIL No.44 720 4, Prepared by: 4 io /.\,p9fi�isTEP0o ,. I+ HUDSON 45 Beechwood Drive North Andover, MA 01845 Phone: (978) 557-5553 www.hudsondesigngrouplIc.corn H HUDSON Design Group LLC SCOPE OF WORK: Hudson Design Group LLC (HDG) has been authorized by AT&T to conduct a structural evaluation of the structure supporting the proposed AT&T equipment located in the areas depicted in the latest HDG construction drawings. This report represents this office's findings, conclusions and recommendations pertaining to the support of AT&T's proposed equipment. Photos dated November 10, 2021 were obtained and used for this analysis. The following documents were used for our reference: • Structural Analysis prepared by Vertical Resources Group, Inc dated September 9, 2019. • Construction Drawings prepared by Carlson McCain dated October 31, 2019. CONCLUSION SUMMARY: Based on our evaluation, we have determined that the existing structure IS CAPABLE of supporting the proposed equipment loading. Existing Wind Load Proposed Wind Load %Increase Pass/Fail Wind Load Comparison 2706 lbs 2552 lbs 0% PASS Based on our evaluation, we have determined that the existing antenna mounts ARE NOT CAPABLE of supporting the proposed equipment loading. HDG recommends the following modifications: • Install proposed L4x4x3/8 steel angle (typ. of 3 per sector,total of 9). • Install proposed HSS4x4x1/4 stand-off mount secured to the proposed angle and existing pipe mast(typ. of 3 per sector,total of 9). Member Controlling Load Case Stress Ratio Pass/Fall Existing Antenna Mount 10 LC1 103% FAIL Proposed Antenna Mount 10 LC1 44% PASS Based on our evaluation, we have determined that the proposed connections ARE CAPABLE of supporting the proposed equipment loading. Member Stress Ratio Pass/Fail Proposed Connection 5/16"Stud Weld 59% PASS *Reference documents attached. H HUDSON APPURTENANCE CONFIGURATION: Appurtenances Dimensions Weight **Elevation Mount (2) 4478 B14 RRH's 18.1"x13.4"x8.3" 60 lbs - Unistrut (3) RRUS-32 B66A RRH's 27.2"x12.1"x7.0" 60 lbs - Unistrut (3) RRUS-E2 B29 RRH's 20.4"x18.5"x7.5" 53 lbs - Unistrut (3) RRUS-32 B30 RRH's 27.2"x12.1"x7.0" 60 lbs - Unistrut (3) DC6-48-60-18 Surge Arrestor 31.4"x10.2"o 33 lbs - Unistrut (3) DC6-48-60-18-8C Surge Arrestor 31.4"x10.2"0 33 lbs - Unistrut (3) QD6616-7 Antennas 72.0"x22.0"x9.6" 130 lbs 121'-0" Pipe Mast (3) A1R6419 Antennas 31.0"x16.1"x7.3" 66 lbs 121'-0" Pipe Mast (3)AIR6449 Antennas 30.6"x15.9"x10.6" 82 lbs 121'-0" Pipe Mast (3) DMP65R-BU6DA Antennas 71.2"x20.7"x7.7" 80 lbs 121'-0" Pipe Mast (3)4415 B25 RRH's 16.5"x13.5"x6.3" 50 lbs - Unistrut (3)4449 B5/B12 RRH's 17.9"x13.2"x9.4" 73 lbs - Unistrut (1)4478 B14 RRH 18.1"x13.4"x8.3" 60 lbs - Unistrut *Proposed equipment shown in bold. **Elevation to antenna centerline. 6 H HUDSON roue LLC DESIGN CRITERIA: International Building Code (IBC)2015 with Massachusetts State Building code 9th edition and ASCE 7-10, Minimum Design Loads for Buildings and Other Structures Wind Reference Wind Speed: 152 mph (780 CMR Table 1604.11) Exposure Category: C (ASCE 7-10 Chapter 26) Risk Category:g ry: IV (ASCE 7-10 Table 1.5-1) Snow Ground Snow, Pg: 30 (780 CMR Table 1604.11) Importance Factor (la): 1.2 (ASCE 7-10 Table 1.5-2) Exposure Factor (Ce): 0.9 (Fully Exposed, Table 7-2) Thermal Factor (Cs): 1.0 (ASCE 7-10 Table 7-3) Flat Roof Snow Load: 22.7 psf (ASCE 7-10 Equation 7.3-1) Min. Flat Roof Snow Load: 30 psf EIA/TIA-222-H Structural Standards for Steel Antenna Towers and Antenna Supporting Structures Wind City/Town: West Yarmouth County: Barnstable Wind Load: 152 mph (TIA-222-H Figure B-2) Ice Design Ice Thickness (t;): 1.0 in (TIA-222-H Figure B-9) Structure Class: IV (TIA-222-H Table 2-1) Importance Factor (h): 1.25 (TIA-222-H Table 2-3) Factored Thickness of 1.42 in (TIA-222-H Sec. 2.6.10) Radial Ice (t;z): 768 Southleaf Dr. 1 Virginia Beach, VA 23462 V CENTERLINE d aconwell@clineilc.com COMMUNICATIONS 11' 215.588.7035 September 23,2022 Via UPS Tracking#1Z9Y45030334285894 Town of Yarmouth 1146 Route 28 Yarmouth,MA 02664 Attn: Building Dept. RE: AT&T Eligible Facilities Request Application for a Building Permit to modify an existing Wireless Facility at[480 Buck Island Road West Yarmouth,MA],AT&T Site ID [MA1296] Dear Building Department; New Cingular Wireless PCS,LLC dba AT&T Mobility("AT&T") submits the enclosed documents,which qualify as an Eligible Facilities Request(EFR), seeking the requisite approvals and building permit to modify an existing wireless facility at the above referenced property.' The EFR includes work necessary to improve wireless service quality and provide coverage and capacity for the FirstNet first-responder platform on AT&T's network. Conceived by the 9/11 Commission Report as necessary for first responder communications, Congress created the federal First Responder Network Authority, which selected AT&T to build and manage FirstNet, the first-ever nationwide first-responder wireless network. Deployment of FirstNet in the subject area will improve public safety by putting advanced wireless technologies into the hands of public safety agencies and first responders? Your building permit documents are submitted with this letter and should be processed concurrently.AT&T submits these materials under Section 6409 of the federal Middle Class Tax Relief and Job Creation Act of 2012 (47 U.S.C.A. §1455). That law provides: "a State or local government may not deny,and shall approve,any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." Under 47 C.F.R. 1.6100(c)(1), a siting authority can only require information that is reasonably related to determining whether a request meets the requirements of an EFR. To assist with your review,an EFR Application is enclosed that applies the proposed modification to the relevant law and regulations,and it includes information pertinent to your review.Additional materials are beyond the limited scope of the controlling federal rule and cannot be required in connection with this EFR. As demonstrated in the EFR Application,this modification is an EFR and must be approved. Federal rule 47 C.F.R. 1.6100(cX2)provides that within 60 days of the date on which an applicant submits an EFR request,the See 47 C.F.R. 1.6100(b)(3). 2 For more information about FirstNet,see https://www.firstnet.gov/and https://www.youtube.com/embed/p-zyDCSaDug. Date Recipient Page 2 of 2 local government shall approve the application unless it determines that the application is not an EFR.An EFR application will be deemed approved after written notice on or after Day 61.3 Due to the public safety benefits associated with this EFR,AT&T respectfully requests that the requisite approvals and building permit be issued within 15 days but no later than 60 days from the date of this letter, so that AT&T can proceed with this important modification expeditiously thereafter.If you have any questions regarding this application,please contact me. Best Regards, Allison Conwell Site Acquisition Consultant—Agent for AT&T Centerline Communications LLC 215-588-7035 aconwell@clinellc.com See 47 C.F.R. 1.6100(c)(4). • , .... - . . .. . . r--- r-.(.----: :----,--...- ,,, •• I \ I.' .. J li PROJECT INFORMATION ,j!LT" SCOPE OF WORK: ITEMS TO BE MOUNTED ON THE FX15:11EIG WATER TANK. •NEW AT&T ANTENNAS:QD6616-7(TYP.OF 1 PER SECTOR.TOTAL OF 3). •NEW AT&T ANTENNAS:AIR6419 B770(rm.OF 1 PER SECTOR,TOTAL OF 3'. .. .-1 -14 44, , •NEW AT&T ANTENNAS:NR6449 B77D(rm.OF 1 PER SECTOR,TOTAL OF 3). DA . L / •NEW AT&T ANTENNAS:DMP65R-B1.160A(TYP.OF 1 PER SECTOR.TOTAL OF 3). Q •NEW AT&T RRUS:4415 B25(PCS)(TSP.OF 1 PER SECTOR,TOTAL OF 3). 4010... -••••••A001111/ ,... •NEW AT&T RRUS:4449 B5/1312(700/850)(TOTAL OF I FOR GAMMA SECTOR). •NEW AT&T RRUS:4478 814(700)(TOTAL OF 1 FOR GAMMA SECTOR). BUILDING OFFICIAL•EXISTING AT&T RRUS:RRUS-32 B66A(ANS)(TYP.OF 1 PER SECTOR,TOTAL OF 3) (RECONNECT TO POS.2). •EXISTING AT&T RRUS:RRUS-32 930(WCS)(TYP.OF 1 PER SECTOR,TOTAL OF 3). SITE NUMBER: MA1296 (RECONNECT TO POS.4). •NEW AT&T(3)Y-CABLES •INSTALL NEW MOUNT MODIFICATIONS(SEE'5"SHEETS). ITEMS TO BE MOUNTED AT EQUIPMENT DD(1)6648+XCEDE CABLE I 2011TIPN SITE NAME: YARMOUTH BUCK ISLAND RD •A •FINAL:5216+XMU/6630+XMU/IOLE/6648+XCEDE •INSTALL(3)-48V RECTIFIERS(TOTAL OF 9). •REMOVE AND REPLACE 3 EXISTING STRINGS OF BATTERIES INSTALLED BELOW FA CODE: 10072371 POEIVRPLANT •DECOM GSM CABINET AND INSTALL OD BATTERY CABINET WITH(2)STRINGS OF BATTERIES ITEMS TO BE REMOVED. PACE ID: MRCTB055430, MRCTB055219, MRCTB055725, MRCTB055083, •EXISTING AT&T ANTENNA:800-10121 (TYP.OF 1 PER SECTOR.TOTAL OF 3). •EXISTING AT&T ANTEMA:OPA-65R-LCUU-H13(TYP.OF 1 PER SECTOR,TOTAL OF 3). MRCTB055314, MRCTB055856•EXISTING AT&T ANTENNA:HPA-65R-BUU-H6(TYP.OF 2 PER SECTOR.TOTAL OF 6). •EXISTING AT&T RRUS:RRUS-11 912(700)(TYP.OF 1 PER SECTOR.TOTAL OF 3). •EXISTING AT&T RRUS:RRUS-12 82(PCS)(TYP.OF 2 PER SECTOR.TOTAL OF 6). RENS TO REMAIN. PROJECT: RF MODIFICATIONS, 5G NR UPGRADE, BBU ADD 5G NR RADIO .03)RRU'S,(12)DC POWER.(3)RBER,(6)RECTFTERS.&(33 CONVERTERS , NG NR 1SR CBAND 2021 UPGRADE VICINITY MAP GENERAL NOTES SITE ADDRESS: 480 BUCK MAW ROAD BREEMEInia..= 1. THIS DOCUMENT IS THE CREATION,DESIGN. PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY WEST YARMOUTH,MA 02673 DUPUCATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPUCATI LATITUDE: 41.6626019'N. AT'39'45.36 N ON START OUT GOING SOUTH ON BARNSTABLE RD TOWARD AIRPORT ROTARY/MA-28.ENTER NEXT AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY * LONGITUDE: 70.2477000'W. 70' 14'51.72 ROUNDABOUT AND TAKE THE 4TH ONTO MT ONTO IAA-28.1URN LEFT THE WI ONTO CAMP ST.TURN RIGHT ONTO AUTHORIZED REGULATORY AND ADMIMSTRATNE FUNCTIONS IS SPECIFICALLY ALLOWED. *W BUCK ISLAND RD.TURN LEFT HIG GINS CROWELL.RD.TAKE 2ND LEFT ONTO HOWES TYPE OF SITE: WATER TANK/OUMOOR EQUIPMENT PATH.480 BUCK ISLAND ROAD,WEST YARMOUTH,MA 02673. 2. THE FACILITY IS MI UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY STRUCTURE HEIGHT: '-0* ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES 120 & NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY RAD CENTER: 121'-0"± REGULATIONS REQUIRING PUBUC ACCESS PER ADA REQUIREMENTS. CURRENT USE: TELECOMMUNICATIONS FACILITY 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE PROPOSED USE: TELECOMMUNICATIONS FACIUTY . AND SHALL IMMEDIATELY NOTIFY THE AT&T MOBILITY REPRESENTATNE IN WRITING OF DISCREPANCIES k BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4. CONSTRUCTION DRAWINGS ARE VALID FOR SIX MONTHS AFTER ENGINEER OF RECORD'S STAMPED AND DRAWNG INDEX SIGNED SUBMITTAL DATE LISTED HEREIN. SHEET NO. DESCRIPTION REV. T-1 TITLE SHEET 1 UNDERGROUND SERVICE ALERT • GN-1 GENERAL NOTES 1 11 L 81 1.1 - 1 , A-1 COMPOUND&EQUIPMENT PLANS I l'I./ 11 ,I 1 A-2 ANTENNA PLANS 1 A-3 ELEVATION 1 . .1'.' -,., i DgSafe ,. MAME.11111-111-1/T A-5 DETAILS 1 . . , G-1 GROUNDING DETAILS 1 WWW.DIGSAFE.COM 72 HOURS PRIOR 411"' RF-1 RF PLUMBING DIAGRAM 1 - • .01 6, till OF MIallall MIMIIIIIIIIIMMIIMIIFO f P. SITE NUMBER:MA1296!EDG MMMENIIIMIIIIIMIIIINIMIMII D. HAMM 'ill=11113 LLC CENTERLINE atsit 111111111! SITE NAME:. YARMOUTH BUCK ISLAND RD SI=i..6ai.- E'.113111Eli / v, I s•,HUDSON IC? 0 El 04/0i/12 mum FOR RENEW Frarzmi , 0/A r o i el MODIFICATIONS,NG NR UPGRADE.138U ADD Design Group E.02/01/22 saw)FOR ROAM - .0,NG NR 1SR CELMID 2021 480 BUCK ISLAND ROAD ., 750 WEST CENTER STREET,SURE 1301 WEST YARMOUTH.MA 02673 550 COCHITUATE ROAD LCIE:101:in_' ii ,i0k 0-4.”,q1 :2;?=211.1.1. 45 MEC XWOOD OWE TEL OM SS/5553 BARNSTABLE COUNTY FRAMINGHAM.MA 01701 T-1 NORTH...WOVE.MA 01845 FAX W.,336559.6 WEST BRIDGEWATER.MA 02379 =MI'''''''''' ' =NM Ma.....°"AL MA1296 III 12.:=M1.111=7=11=1M GROUNDING NOTES SHALL BE THE AND GENERAL NOTES 4 HAVE 4000 PSI STRENGTH NEEDED FOR AT 28 DAYS.ALL CONCRETE WORK SHALL BEM ONE DIN SHALL 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING STSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING.THE FOLLOWING DEFINMONS SHALL APPLY: ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL,LPN,OR NFPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH TELCORDLA AND TA GROUNDING CONTRACTOR-CENTERLINE 15.ALL STRUCTURAL STEEL WORK SHALL BE DETAILED. FABRICATED AND ERECTED IN ACCORDANCE STANDARDS.THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) WITH RISC SPECIFICATIONS.ALL STRUCTURAL STEEL SHALL BE ASTM A36(Fy).AL kST) THE CONTRACTOR FOR RESOLUTION. OWNER-AT&T MOBILITY EXPOSEDOSE OTHERWISEATNOTED. PIPES SHALL BE A A53 TYPE E -36 SCRATCHES ALL STEEL 2. ALL GROUND ELEI.IKUUE]T]ILMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL RT IN THE FIELD AFTERBE HOT DIPPED GALVANIZED.CTED TOUCH UP ALL CIC AND OTHER MARKS IN STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT, PROTECTION,AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE,BY BE TO FAMILIARIZE WITH THE DUSTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND 16.CONSTRUCTION SHALLCOMPLY WITH SPECIFICATIONS AND'GENERAL CONSTRUCTION SERVICES SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. FOR CONSTRUCTION OF AT&T SITES.* 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH 3. ALL MATERIALS FURNISHED SHALLID INSTALLED BE IN STRICT ACCORDANCE WOH A TESTING(PER IEEE ITOG AND Al STANDARDS)FOR NEW GROUND ELECTRODE STSI EMS.THE APPLICABLE CODES.REGULATIONS.AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE A 17.SUBCONTRACTOR SHALLVERIFY ALL CONDITIONS EXISTING DIMENSIONS AND PRIOR TO SUBCONTRACTOR SMALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS APPROPRIATE NOTICES AND COMPLY WITH ALL ORDINANCES,LAWS,ORDINANCES,RULES, REGULATIONS,AND COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. LAWFUL ORDERS OF ANT'PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. DRAWINGS MUST BE VERIFIED,SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILftt DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE CONDUCTOR.STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN REGULATIONS. 18.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION.ANY CONSTRUCTION WORK BY ACCORDANCE WITH THE NEC.SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION.ANY WORK ON TO STY EQUIPMENT. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTIJNE EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR ONLY. AFTER MIDNIGHT. WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES.#6 AWG STRANDED 5. UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, COPPER OR LARGER FOR INDOOR BTS AND/2 AWG STRANDED COPPER FOR OUTDOOR BTS. APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON 19.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING THE DRAWINGS. AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION.EQUIPMENT SHOULD BE SHUTDOWN 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. 6. 'KITTING LIST'SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS TWIT WILL BE SUPPLIED BY PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALLBE USED ON ALL CONTRACTOR.ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KRRNG UST SHALL BE EXPOSURE LEVELS. COMPRESSION AND BOLTED GROUND CONNECTIONS. SUPPLIED BY THE SUBCONTRACTOR. 20.APPLICABLE BUILDING CODES: 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE,AND LOCAL GROUND BAR. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ)FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACT AWARD SHALL GOVERN THE DESIGN. GROUNDING CONNECTIONS. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. BUILDING CODE:INC 2015&MA STATE BUILDING CODE 7B0 CYR 9TH EDITION 10.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AN SUPPORTS ELECTRICAL CO➢H:2017 NATIONAL ELECTRICAL CODE(NEPA 70-2017) SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 11.METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS SUBCONTRACTOR SHALL UTTIUZE EXISTING TRAYS AND/OR SHALL ADO NEW TRAYS AS STANDARDS: OR BY BONDING ACROSS THE DISCONTINUITY WITH#6 AWG COPPER WIRE UL APPROVED NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. TYP E PE CONDUIT CLAMPS. Ale:RICAN CONCRETE INSTITUTE(MCI)316;BUILDING CODE REQUIREMENTS FOR 12.ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT.OR MORE OF 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS, STRUCTURAL CONCRETE; LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT 1/2 IN.OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. AMERICANINSTITUTE STEEL CONSTRUCTION(ALSC)MANUAL OF STEEL THE GROUND RING USING AN IXOTHERMIO WELD CONNECTION USING#2 AWG SOLID BARE CONSTRUCTION,ASD,FOURTEENTH EDITION; TINNED COPPER GROUND WIRE,PER NEC 250.50 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CARIES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS TELECOMMUNICATIONS INDUSTRY ASSOCIATION(TIN)222-H, REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. STRUCTURAL STANDARDS FOR STEEL 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,METHODS OF CONSTRUCTION,OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE 13.ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE REQUIREMENT SHALL GOVERN.WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT INSTITUTE(ACT)301. AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL GOVERN, ABBREVIATIONS AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY BBU BATTERY BACKUP UNIT CRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED COPPER WIRE BOB BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL E EXISTING NTS NOT TO SCALE UG UNDER GROUND EGB EQUIPMENTGROUND BAR RAD TIMER LINE Ntil VIE VERIFY IN FIELD _ EGR EQUIPMENT GROUND RING ' 4�, FERIENC ?$. SITE NUMBER:MAI 296 }�1�f` • HAMM "A-, AT&T SITE NAME:YARMOUTH BUCK ISLAND RD a`CC` 1 ro/�WU°FOR wrc rsucmR V - GENENAL NOTES '/LIii3 / I HUDSON • CENTERLINE O ,M/o,/ez ISSUED FOR REVIEW ',Avian, o,�:I O R' MODIFICATIONS,NG NR UPGRADE,IBII ADD ■ �so�_ ' Design Group LLC ----- / j A 02/01/22 ISSUED FOR Rt'.IEW `��'I R" ' �.. 1•/. - - L 10,NG NR T CBMD 2021 480 BUCK ISLAND ROAD � / 4 UPFWMF u RxCNwooD ORAE TEL pn)NW UM 750 WEST CENTER STREET,SUITE#301 WEST BARNSTABLE YARMOUTH,MA 02673 550 COCHAUATE ROAD rSC o1 D SD AT ,S owl YoruL,.f.\ Ire 1296 DRAWING w1 R Nay Nan AwwER,MA 01A15 F.przl Oseaue WEST BRIDGEWATER.MA 02379 BRNSTAB COUNTY FRAMINCHAM,MA 01701 SCAM AS SIIfIAN 'DESIGNED m: AT IOMMN In: Ps __ _ FAA7298 GN-1 1 NOTE: PROPOSED AT&T DoD ANTENNA AIR6419 877G REFER TO THE FINAL RFDS V2 O POS.3(TYP.OF 1 PER SECTOR, DATED:2/25/2022 SHEET FOR FINAL TOTAL OF 3)(ABOVE) ANTENNA SETTINGS. j� PROPOSED AT&T C-Band ANTENNA R6449 B770)0 POS.3 NQIE: S EXISTING EQUIPMENT j , OF 1 PER SECTOR,TOTAL OF 3) AREA(OTHERS) EXISTINGXI CHAIN-LINK BELOW) BY::HUDSO DESSIGN GROUP, LLC, / PROPOSED AT&T ANTENNA(DMPBSR-BUBDA) DATED:MARCH 74,2022, / 0 POS.4(TYP.OF 1 PER SECTOR, FOR THE CAPACITY OF THE EXISTING j� �. TOTAL OF 3) EXISTING AT&T STRUCTURES TO SUPPORT THE ESIS NG AT&C0A% PROPOSED EQUIPMENT, j (TO BE REMOVED) \\ PROPOSED AT&T ANTENNA(006616-7)0 FIRERD(To Off)(3) O gAMKA10fr POS.2(TYP.OF 1 PER SECTOR,TOTAL OF 3) I \ EXISTING DIPLEXERS ____ (TO BE REMOVED) I EXISTING PVC STUB-UPS \` EXISTING ICE BRIDGE I EXISTING POWER PLANT I (ABOVE) CABINET `�♦ \ I INSTALL(3) -48V RECTIFIERS // EXISTING EQUIPMENT �if „ (TOTAL OF g EXISTING AT&T RRUW BS(RUG) OI ) / �•\ AREA(OTHERS) (7yp.OF 1 PER SECTOR,TOTAL OF 3) , O• PROPOSED BATTERY EXISTING WATER % TANK(ABOVE) �1' 1 ` (TO BE REMOVED) : • ' CABINET WRH(2) I EXISTING LTE CABINET IN. y STRINGS OF BATTERIES I i O it •\�`. 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POE REMSIONS Br as/PP. "' 550 COCH9UATE ROAD \ TO nuuBER 0RAWl1c MEMBER REV Nat.ANDOVER,ru,mwa EAK rvml sasvee WEST BRIDGEWATER.MA 02379 BARNSTABLE COUNTY FRAMINGHAM,Mn 01701 sane As SHOW IBESgMfD Br: AT Iauwn Br: Ls %�Ns1.B�' MA1296 A-7 1 EXISTING AT&T TMAS(LGP21401) r EXISTING AT&T LTE ANTENNA (TO BER 2 PER 0 SECTOR,TOTAL OF 6) 1_-, 1, (am-- (8 10122)O POS. 1 ;�. NOTE: BETA (TYP.OF 1 PER SECTOR,TOTAL OF 3) REFER TO THE FINAL RFDS V2 EXISTING AT&T RRUS-32 B30(RCS) `` SECTOR (To BE REMOVED) EXISTING AT&T RRUS-32 8 '`30(WCS)� DATED:2/25/2022 SHEET FOR FINAL (TYP.OF 1 PER SECTOR,TOTAL OF 3) 7 UTMS 850 (TYP.OF 1 PER SECTOR,TOTAL OF 3) (TO BE RECONNECTED 0 POS 4) 100' (TO BE RECONNECTED 0 POS 4) A4TENN4 SETTINGS. EXISTING AT&T RRUS-12 85(PCS) h PROPOSED MOUNT (TYP.OF 1 PER SECTOR,TOTAL OF 3) '' (SEE'S'SHEETS) ' (TO BE REMOVED&REPLACED) i REFER TO STRUCTURAL ANALYSIS i BY:HUDSON DESIGN GROUP,LLC. EXISTING AT&T RRUS-E2 829(700) EXISTING AT&T LTE ANTENNA EXISTING AT&T RRUS-E2 829(700) DATED:MARCH 14,2022, (TYP.OF 1 PER SECTOR,TOTAL OF 3) (OPA-65R-LCUU-H6)O POS. 2 (TYP.OF 1 PER SECTOR.TOTAL OF 3) FOR THE CAPACITY OF THE EXISTING (TO REMAIN) (1..."1/111 (TIP.OF 1 PER SECTOR,TOTAL OF 3) (TO REMAIN) STRUCTURES TO SUPPORT THE EXISTING AT&T SURGE DC6-48-60-18 7 1 ALPHA (TO RDA&REPLACED) ,'/ _ PROPOSED EQUIPMENT. (TYP.OF 1 PER SECTOR,TOTAL OF 3) 70HA 0/AWS/LTE --E., SECTOR 110' EXISTING AT&T SURGE DC6-48-60-18 LTE 700 DE/B14/ JBQISI EXISTING AT&T RRUS-12 82(PCS) ANTENNAS AND MOUNTS TO BE (TYP.OF 1 PER SECTOR,TOTAL OF 3) PCi10 ADJUSTED AS REQUIRED TO ACHIEVE (TIP.OF 2 PER SECTOR,TOTAL OF 6) (TO BE REMOVED&REPLACED) , A 3'-0'MINIMUM SEPARATION EXISTING AT&T LTE ANTENNA BETWEEN ANTENNAS EXISTING AT&T RRUS-11 1912(700) OPA-65R-66UA-H6 0 POS. 3 EXISTING AT&T RRUS 32 B66A(AWS) (TAP.OF 1 PER SECTOR,TOTAL OF 3) (TYP.OF 1 PER SECTOR,TOTAL OF 3) (rep.OF 1 PER SECTOR,TOTAL OF 3) lr (TO BE REMOVED&REPLACED) (TO BE REMOVED&REPLACED) �`.X (RECONNECTED 0 POS 2) EXISTING AT&T RRUS 32 866A(ARS) i ,�., ALPHA ` / ALPBA(NP.OF 1 PER SECTOR,TOTAL OF 3) PROPOSED AT&T RRUS-4415 B25 ��SECTOR '` SECTOR(TO BE RECONNECTED O POS 2) LTE 700/850/WCS (1900)(TYP.OF 1 PER SECTOR,TOTAL ', DOD+GRAND 110' OF 3) 110' IJ EXISTNG AT&T LTE ANTENNA ! ��. HPA-IPA -BUS-116 0 POS. 4 ALPHA EXISTING AT&T SURGE EXISTING AT&T SURGE • l SECTIXt (TIP.OF 1 PER SECTOR,TOTAL OF 3) OC6-48-60-18-BC-EV(TYP.OF 1 / 1 O^� 0C6-48-60-18-8C-EV(TIP.OF 1 LTE 700/1800 (TO BE REMOVED&REPLACED) PER SECTOR,TOTAL OF 3) �9\ \,, PER SECTOR,TOTAL OF 3) 110 EXISTING AT&T RRUS-4478 B14(700) .• �.`■ EXISTING AT&T RRUS-4478 814(700) 'J V(TYP.OF 1 PER ALPHA&BETA / w W (TAP.OF 1 PER ALPHA&BETAea, `� SECTOR,TOTAL OF 2) ,N �, SECTOR.TOTAL OF 2)\kg EXISTING ANTENNAS (REC011ECTED TO POS 2)(TO BE RECONNECTED TO POS 2) / (BY OTHERS)(IYP.) \`SEECCTOR EXISTING AT&T RRUS-4449 EXISTING AT&T RRUS-4449 LTE 700 95/B12(700)(TYP.OF 1 85/B12(700)(1YP.OF 1 / BC/850/1TC8 PER SECTOR,TOTAL OF 3) PER SECTOR,TOTAL OF 3) 110' , (TO REMAIN) (TO REMAIN) ) , i fi GAMMA , Is�y' / GAMMA SECTOR SECTOR GAMMA LTE 700 GAMMA LTE 700/1800 SECTOR BC/850/RCS \' . SECTOR 35CDOD+ _BA.YE 5U 700/AWS/LTE \ � 360' t SECTOR GAMMA 350' GAMMA ' S_9 LTE �:� SECTOR • 700/850/WCS \�L LTE 700 DE/814/ i ... 35O �SR� PCS/ATS g-t 950. yLI \•OS PROPOSED AT&T RRUS-4478 �_o BETA /� 1. ' ALPHA SECTOR .. ` B14(850)(TOTAL OF 1 FOR ♦ SECTOR GAMMA SECTOR) LTE 700 BETA f BC/860/WCS UTMS 850 SECTOR + ;♦ PROPOSED AT&T RRUS-4449 `o�V 2y�. 4 340 LTE ,\ 85/812(700)(TOTAL OF 1 PROPOSED AT&T ANTENNA 700/1800 �� 230' A \4? FOR GAMMA SECTOR) 40 (DMP65R-BU60A)O POS.4 \ ///y e�10 (TYP.OF 1 PER SECTOR, • /_. TOTAL OF 3) /BETA A, I PROPOSED AT&T D00 ANTENNA SECTO J AIR6419 877G 0 POS.3 j 700/AWS/LTE A/� (TYP.OF 1 PER SECTOR, BETA `" 230' I`. /V/ TOTAL OF3)(ABOVE) SECTOR t ..., 1425 ` 14'25 PROPOSED AT&T C-band ANTENNA DOD+CHARD BETA /111111 L434.0 BETA / F ((TIP.OF 1 PER SECTOR,TOTAL OF 3) 29p SECTOR 1. SECTORLTE 0 `y ii-4--�O (BELOW) LTE 700 DE/Bt4/ i 700/850/WC , Z PCS/ AMS '��AAss N 230' GAMMA / x J� EXISTING ANTENNA PLAN . SECTOR PROPOSED ANTENNA PLAN ® P: -.. .: NA(OD6616-7)o R SCALE:N.T.S UTMS 850 SCALE:N.T.S SECTOR,TOTAL OF 3) 220' nn 1- �,� SITE NUMBER:MA1296 ;0 HA M AT&T IFIDG1 HUDSON "s"�CENTERLINE SITE NAME: YARMOUTH BUCK ISLAND RD 1 }�} 1 COMAS ISSUED FOR cotanwencm ',M / V ANIUNNA PLANS _ I Design Group LLC `I/ ` ` 0 04/07/32®LAD FOR REVIEW �'� ofAE�R 0 / MODIFICATIONS.NG NR UPGRADE,BBU ADD A 0E/01/22 ISSUED FOR REVIEW '-."'/'n:" f•All VW .NG NR 1SR CRANE)2021 480 BUCK ISLAND ROAD • %6Y.' "' IEL ro>al ssR ssv 750 WEST CENTER STREET,SUITE#301 WEST YARMOUTH,MA 02673 550 COCHTVATE ROAD Ni. RATE RE`mars EN CNN OTTO ! \�c. - NA®t UDDRAVARMG NURSER REv RORIRAroovEx,0o:5)1 FL:PHI 0)MM WEST BRIDGEWATER, MA 02379 BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SCALE AS Shoal !DESIGNED On AT IMAM EN: PS -)ON&FSG' MA7298 A-2 7 • NOTE: f REFER TO THE FINAL REDS V2 TOP OF ROOF DATED:2/25/2022 SHEET FOR FINAL EIEV. 170'-0"3(AGL) ANTENNA SETTINGS. PROPOSED AT&T ANTENNA Nam' (OMP65R-BU6DA)0 POS.4 REFER TO STRUCTURAL ANALYSIS (TYP.OF 1 PER SECTOR,TOTAL OF 3) BY:HUDSON DESIGN GROUP,LLC. DATED:MARCH 14,2022, PROPOSED AT&T DOD ANTENNA MR6419 FOR THE CAPACITY OF THE EXISTING 1377G 0 POS.3 STRUCTURES TO SUPPORT THE (TYP.OF 1 PER SECTOR.TOTAL OF 3) PROPOSED EQUIPMENT. (TOP) \ Og ANTENNAS AND MOUNTS TO BE ADJUSTED AS REQUIRED TO ACHIEVE A A 3'-0'MINIMUM SEPARATION OF PROPOSED LIE AT&T ANTENNAS r---- - --T BETWEEN ANTENNAS I I.. 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CENTERLINE at&t NG NR UPGRADE,eeu D69Tg0 Group LLC .0 '^^"�' A 04/O1/22 65I[D FOR FOAM ,.' 4.0/�A)r/O MODIFICATIONS, NG NR 1SR CBArm 2oz ADD 1 I ,.~ 480 BUCK ISLAND ROAD ayo,/22 svlFn FOR RENEW _ . e' /�. *�6� UPGRADE WEST YARNOUTH,MA 02673 550 COCHRUATE ROAD na DATE REVmDr6 cNx \C' CO NUMBER OR1005 NURSER REV .BEECHWCOD DRIVE la.pre,S5,5553750 WEST CENTER STREET,SUITE/301 BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SOME AS SNOW OESIOWD RR AlORAMN SO PS ,/�N4L QS MA1296 A-3 NORm Arooaa.I.,01ea, FAx ON 0»ssee WEST BRIDGEWATER.MA 02379 __ 1 ANTENNA SCHEDULE EJOSONc/ SIZE(R DRES) ANTENNA fL TMAi ' SIZE(INCHES) NOTE: �� f4tOP08 BAND ANTENNA (L x W x D) HEIGHT AaMUiH COMBINBR RRU (L x W x 0) FEIDER � '� REFER TO THE FINAL REDS V2 Al - - - - - - - - - - _ DATED:2/25/2022 SHEET FOR FINAL —.. _ (E)(1)4478 B14(700) -... — - ANTEMI4 SETTINGS. A2 PROPOH® /1E14/PCS/A11S VD6818-7 72 700 DE '322Ip.8• 121'-0"3 110" - )(1)(PE 4415 H25(19(A - - co m (E)(1) 4415 (AWS) 029 ) I.1, rim REFER TO STRUCTURAL ANALYSIS DC CABLES I,0 DOD Alit6419 B77G 91.1"x16,Ix7'3" (1))FIBER CABLE I BY:DATED:HUDSON DESIGN GROUP,LLG MARCH S 2022, Ae PROPOSED 121'-0"3 110' - - - I FOR THE CAPACITY OF RT EXISTING C-RAND ADie449 B77D 30.4"X15,9"X8,1" (RUN LENGTH o m PROPOSED STRUCTURES UI MENT. THE --..-- PROPOSED EQUIPMENT. (PX1)Y-CARER ad. A4 PROPOSED LTE 700 BC/ DID?85R-BUBDA 71.E"X20.7X7.7" 121'-0'3 110' - (EX1)4449 BS/B72(700/850) - (E)(2)DC(•4R1FS 860/RCS (E)(1)RRUS-32 930(WCS) (RUN LENGTH= v_ B1 _ _ - _ 210'3) -- - __— -__ _ - _.-.. poi EXISTING WATER TANK (E)(1)4478 B14(700) CORRUGATED FLUTE LTE 700 DE (PX1)4415 1325(1900) B2 PROPOSED /B14/PCS/AES QD6e16-7 72'1E22E9.6" 121'-0"3 WV - - (E)(1)RRUS-32 B86A(AWS) - 71 (E)(1)RRUS-E2 829 (2)DC CABLES $I$ B9 PROPOSED DOD AIR6419 B77G 91.1"X18.117.8' 121'-0'3 290` - - - (1)FIBER CABLE NI- ml C-BARD AIIi8448 B77D 30.4"X15,9"X8.1" (RUN LENGTH= ,o a EXISTING UNISTRUT 230'3) o I C2 PROPOSE) Q 18_7 (PX1)lT-CABS! w g, LTE 700 BC/ (E)(1)4449 85/812(700/850) - (E)(2)DC CABLES B4 PROPOSED ��� DUMB-BMA 71.E"X20.7X7.7" 121'-0"3 230" - (E)(1)RRUS-32 B30(WCS) (RUN LENGTH PROPOSED AT&T RRUS-4415 230.3) 825(1900)(TYP. 1 PER SECTOR.TOTAL OF 3) 3) (PX1)4478 B14(700) LTE 700 DE (PX1)4415 825(1900) - /814/PCS/APB 72'ffi - -9.6" 121'-0"3 960' (OM RRUS-32 B66A(AWS) or.I (E)(1)RRUS-E2 829 m 1O DOD A1E8419 B77G sl.l"x)e.IX7.3" (2)DC CABLES I$ C9 PROPOSED 121'-0'3 960• - - - (1)FIBER CABLE a I C-BAND AD16449 B77D 30.4"X15.9"X8,1" - (RUN LENGTH- I v 270.3) u ro LIE 700 BC/ (PX1)4449 B6/112(700/860) (E)2))DC CABLES w W C4 PROPOS® D1�66R-H06DA 71.2•Y20.7i7.7' 121'-0.3 960` - PROPOSED RRU MOUNTING DETAIL 860/1TCE (E)(1)RRUS-32 830(WCS) (RUN 27LENGTH = 22x34 SCALE: 1"=1'-0" _ 11x17 SC21 E. 1/2" 1'-0" 0 0'-8"1'-C Y FINAL ANTENNA CONFIGURATION SCALE:N.T.S EXISTING WATER TANK pi EXISTING WAT ER TANK CORRUGATED FLUTE CORRUGATED FLUTE RRU CHART EXISTING UNISTRUT QMNAUY MODEL Siff(L It W x D) 1/1 PROPOSED AT&T RRUS-4478 B14 I E(3) RRUS-E2 829 (700) 20.4"X1&SX/.5_ �0 �,�. E(3) RRUS-32 B66(AWS) 27.2"X12,1'X7,0' (TOTAL OF 1 FOR GAMMA SECTOR) BM: A;, E(3) RRUS-32 B30(WCS) 27.2"X12.1"X7.0" -1 7 SEE REDS FOR RRH E(2)P(1)RRUS-4476 Bl4(700) 18.1"7T19.4Y8.3" RRUS-4449POSED ABS/B72(700) :�1 FREQUENCY AND T`. RRUS-4449 86/812 (TOTAL OF 1 FOR GAMMA MODEL NUMBER 0 E(2)P(1)(700) 17.9"E19.9"89.4" SECTOR) -'! PROPOSED RRU REFER TO THE ),.'-6 P(9) RRUS-4416 B25(PCS) 10.5'819.4•E5.9" FINAL REDS AND CHART FOR EXISTING UNISTRUT Mom'QUANTITY,MODEL AND DIMENSIONS MOUNT PER MANUFACTURER'S SPECIFICATIONS NOTE: MOUNT PER MANUFACTURER'S SPECIFICATIONS. PROPOSED RRUS DETAIL ® PROPOSED RRU MOUNTING DETAIL ® PROPOSED RRU MOUNTING DETAIL 0 22x34 SCALE: 1"=1'-0" 22434 - SCALE: N.T.S 11x17 SCALE: 1/2"=1-0" 0 0'-6" 1'-0" 2'-0" 3'-0' 11x17 ,•.•I 0 0'-6" -0' 2'- 0'® 0 SITE NUMBER:MA7296 � - _ HAMM 1 AT&T_', _ ,�,�a I NN f'\CENTERLINE ,�,� SITE NAME YARMOUTH BUCK ISLAND RI) �}8{+ 1 00/,y,s ISSUED MR Ixrsmucmx .'1�y / VM- 0 DETAILS ■1.1E)�_ j HUDDesign Group uC 1•4%— "r `OLL 0 04/01/RE ISSUED FOR RENEW ?MAIM O�� O R' MODIFICATIONS, NG NR UPGRADE,BBU ADD A 0y01/22 ISSUED FOR RENEW ,� I T ..� : •0,NG NR 1 SR CHARD 2021 480 BUCK ISLAND ROAD + GRADE 750 WEST CENTER STREET,SUITE0301 WEST YARMOUTH,MA 02673 HD. DATE REVISIONS St CHx AWE, RE, ASeHCHWOOD DR. W1-PIe15er-5555 550 COCHRUATE ROAD �.�U ..f.\� 9E 1296 DRAWING NURSER NORTH ANDOVER,Aa01w5 1Ax:OM 3..6 WEST BRIDGEWATER, MA 02379 BARNSTABLE COUNTY FRAMINGHAM,MA 01701 Srau: AS SHOWN IDcswNED SY: AT 1DRAWN EEO PS MA1296 A-4 1 NOTE: REFER TO THE FINAL REDS V2 DATED:2/25/2022 SHEET FOR FINAL ANTENNA SETTINGS. MIL REFER TO STRUCTURAL ANALYSIS BY:HUDSON DESIGN GROUP,LLC, DATED:MARCH 14,2022, FOR THE CAPACRY OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT. EXISTING PIPE MAST(TYP.) _--EXISTING PIPE MAST(TYP.) PROPOSED MOUNT(TYP.) _� PROPOSED MOUNT MP.) MR6411SS PROT POSED ANTENNA EXISTING PIPE MAST(IYP,) PROPOSED MOUNT(TYP.) (SEE•S•SHEETS) (SEE•S•SFkti]) (TYP. 1 PER SECTOR.TOTAL OF 3)(TOP) (SEE•5•SHEETS) nr - ' ta ri kr' `L OF PROPOSEDoF PROPOSED I �r82 ANIEIVAs-_ AT&T ANTENNAS__ i OF PROPOSED ELEV. 121'-0•t(AGL) Y ELEV. 121'-0.3 (AGL) AT&T MAMMAS -- y i _,I ELEV. 121'-0•t TAG") Y PROPOSED AT&T ANTENNA ■�! ' (006616-7)O POS.2 _ ■ PROPOSED AT&T ANTENNA -i (TYP.OF 1 PER SECTOR,TOTAL OF 3) IA_� .gyp. (PM.OF PER E POS.4 _ — 11..] 1 (TYP.OF 1 PER SECTOR,TOTAL OF 3) re EXISTING WATER TANK Virg EXISTING WATER TANK PROPOSED AT&T C-Bond ANTENNA EXISTING WATER TANK e to CORRUGATED FLUTE �aL^;,; CORRUGATED FLUTE (AR6449 B77D)O POS.3 CORRUGATED FLUTE C•. (TYP.OF 1 PER SECTOR, .. TOTAL OF 3)(BOTTOM) LI. PROPOSED C-BAND ANTENNA PROPOSED LTE ANTENNA PROPOSED LTE ANTENNA MOUNTING DETAIL MOUNTING DETAIL ID _ MOUNTING DETAIL 19 22x34 sr.,F. 1•=1'-0 22x34 SCALE: 1•=1'-0• il 22x34 Gr. . 1•=1'-0• 0 0'-6•1'-0' 7-0• 3.-0• 11x17 ST'AI F. 1 2•=1'-0• 0 0'-0•1'-0• 2'-0• 3'-0• 11x17 SCALE 1/2•=1'-0• 41111) 0 9'-6'.r-0• z-0• 3'-0• 11x17 Sr AIF: 1/2•-r-0" / ,1N OF 44S4 /r//I�ISITE NUMBER:MA1296 HAMM -+ AT&T •HUDSON •`aN cLTE!UNE; SITE NAME YARMOUTH BUCK ISLAND RD a}&} 09/ �, .,i , / v -• ULIAu -Fr�V 1 Deslgn Group LLC �rf 6.0TNN l ` A ♦ jai O D7/o1/u ISSUED FOR RENEW O fir 0 R� MODIFICATIONS,NG NR UPGRADE,BBU ADD 460 BUCK ISLAND ROAD Oz/o1/n sum FOR WWII * +•�/.•A��/�y�• • .NG�NR IESR CBMID 2021 TEL Nzalsv•'.. 750 WEST CENTER STREET.SUnS/301 WEST YARNOUTH,MA 02673 550 COCHOUATE ROAD D^� PENSIONS 00 CUR i�W�,a0 ITC NUMSEI DRAWING NJYBER FEN NOT.ANDOVER,w.OISTS FAX pm S.M. WEST BRIDGEWATER,MA 02379 Br1RNSTABLE COUNTY FRAMCUGHArn.MA 01701 SruE CX srorm I DESIGNED HP AT I0Rnw0 Br. PS MA1296 A-5 1 STRUCTURAL NOTES: MASSACHUSETTS AMENDMENTS TO THE IBC REQUIRED INSPECTIONS AND SITE REVIEW DOCUMENT AS A SPECIAL INSPECTION CHECKLIST 1. DESIGN REQUIREMENTS ARE PER STATE BANDING CODE AND APPLICABLE (REFERENCE 780 CMR): CONDITION OF THE BUILDING PERMIT THE FOLLOWING SUPPLEMENTS.INTERNATIONAL BUILDING CODE,ELA/TA-222-H 107.6 CONSTRUCTION CONTROL INSPECTIONS AND SITE REVIEWS IDENTIFIED BY THE BUILDING BEFORE CONSTRUCTION STRUCTURAL STANDARDS FOR STEEL ANTENNA,TOWERS AND ANTENNA 107.6.1 MORAL DNS SECTION SHALL APPLY TO THE CONSTRUCTION CONTROLS.PROFESSIONAL SERVICES AND CONSTRUCTION/INSTALUTTON SUPPORTING STRUCTURES' CONTRACTOR SERVICES REQUIRED FOR BUILDINGS AN)STRUCTURES NEEDING REGISIUILU DESIGN PROFESSIONAL OFFICIAL ARE REQUIRED FOR WORK PER THE INSPECTIONS AND TESTING 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDIDONS IN THE SERVICES. 9TH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE, REQUIRED(COMPLETED BY REPORT ITEM FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL.ANY 780 CMR,SECTION 1 IO AND CHAPTER 17 ENGINEER OF RECORD) UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE 107.6.1.1 SPECIALIZED STRUCTURES.TELECOMMUNICATION TOWERS,WIND TURBINE TOWERS,AND SIMILAR CONSTRUCTION MANAGER AND ENGINEER OF RECORD. STRUCTURES ARE ENGINEERED STRUCTURES AND SHALL BE SUBJECT TO THE REQUIREMENTS OF SECTION 107.6. REQUIRED SITE REVIEW AND DOCUMENTATION FOR PORTIONS OR PHASES N/A ENGINEER OF RECORD APPROVED 3. DESIGN AND CONSTRUCTOR OF STRUCTURAL STEEL SHALL CONFORM TO CONSTRIICFlON 181 SHOP DRAWINGS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'SPECIFICATION FOR 107.6.2.2 CONSTRUCTION.THE REGbILNGD DESIGN PROFESSIONALS WHO ARE RESPONSIBLE FOR THE DESGN, ALTO W FQtleWED m TIE WPM:PRIM WORMED 1000N rwPtmow.OR NW/IER oEmeE OR N.cl.c N/A MATERIAL SPECIFICATIONS THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR PLANS,CALCULATIONS,AND SPECIFlCATTONS,THOR DESIGNEE OR THE REGISTERED DESIGN PROFESSIONALS WHO HAVE ns VIA coNm+DIOTI REPORT 2 BUILDINGS'. BEEN RETAINED FOR CONSTRUCTION PHASE SERVICES.SHALL PERFORM THE FOLLOWING TASKS: N/A FABRICATOR ROE INSPECTION 4. STRUCTURAL STEEL SHALL CONFORM TO ASIA A992(Fy-50 Mi). SITE REVIEW AND DOCI:MENTATION X SITE REVIEW AND X REQUIRED PACKING SLIPS° MISCELLANEOUS STEEL SHALL CONFORM TO ASAP A36 UNLESS 1. REVIEW,FOR CONFORMANCE TO 780 CMR AND THE DESIGN CONCEPT.SHOP DRAWINGS,SAMPLES AND OTHER DOCUMENTATION OTHERWISE INDICATED. SUBMITTALS BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION ENERGY EFFICIENCY ADDRIONAL TESTING AND INSPECTIONS: SOIL CONOTTON/AALYSIS/REPOITT DURING CONSTRUCTION 5. STEEL PIPE SHALL CONFORM TO AMA A500"COLD-FORMED WELDED& DOCUMENTS. REQUIREMENTS SEAMLESS CARBON STEEL STRUCTURAL TIEING',GRADE B,OR ASTM FOOTING AND FOUNDATION A53 PIPE STEEL BLACK MO HOT-DIPPED ZINC-COATED WELDED AND 2. PERFORM THE DUTIES FOR REGISTERED DESIGN PROFESSIONALS IN CONSTRUCTION/INSTALLATION (INCLUDING REINUR.WENT AND FIRE ALARM INSTALLATOPF SEAMLESS TYPE E OR S.GRADE B.PIPE SIZES INDICATED ARE NOMINAL 780 CMR 17.00 SPECIAL INSPECTIONS AND TESTS. INSPECTIONS AND TESTING ACTUAL OUTSIDE DIAMETER IS LARGER. FOUNDATION ATTACHMENT) REQUIRED(COMPLETED BY REPORT REM 6. STRUCTURAL CONNECTOR BOLTS SHALL BE HIGH STRENGTH BOLTS 3. BE PRESENT AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO BECOME GENERALLY FAMILIAR CONCRETE FLOOR AND UNDER FIRE SUPPRLSGRIN ENGINEER OF RECORD) (BEARING TYPL)AND CONFORM TO ASTM A325 TYPE-X'HIGH STRENGTH WITH THE PROGRESS AND QUALITY OF THE WORK AND TO DETERMINE IF THE WORK IS BEING PERFORMED IN FLOOR ISTALlAT10N1 BOLTS FOR STRUCTURAL JOINTS,INCLUDNG SUITABLE NUTS MD PION A MANNER CONSISTENT WITH THE CONSTRUCTOR DOCUMENTS MO 780 CMR. LOWEST FLOOR FLOOD ELEVATION FIELD REPORTS N/A SIFF1 06PECT10N6 HARDENED WASHERS'.ALL BOLTS SHALL BE 3/4-DIA LION. THE PERMIT APPUG710N SHALL NOT BE DEEMED COMPLETED UNTIL ALL OF THE CONSTRUCTOR DOCUMENTS STRUCTURAL FRAME- CARBON MONOXIDE DETECTION REQUIRED RICH SIRENOTH BOLT 7. ALL STEEL MATERIALS SHAH BE GALVANIZED AFTER FABRICATIONCO IN W COR/ROOF Z SVSTEM' INSPECTIONS ACCORDANCE MYTH ASTI A123*ZINC(HOT-DIP GALVANIZED)COATINGS REQUIRED BY TIO780 CMR HAVE BEEN SUBMITTED.DOCUMENTATION IN EACH G THAT WORK COMPLIES WITH THE PLANS N/A HIGH WIND ZONE INSPECTORS° ON IRON AND STEEL PRODUCE',UNLESS OTHERWSE NOTED. AND SPECIFICATIONS SHALL BE PROVIDED AT THE COMPLETION OF EACH PHASE WHEN REWIRED BY THE BUILDING LATH AND PLASTER/GYPSUM SEISMIC REINFORCEMENT OFFICIAL UPON COMPLETION OF THE WORK.THE REGISTERED DESIGN PROFESSIONAL SHALL FILE A FINAL DOCUMENT - N/A FIXINOATION INSPECTNS 8. ALL BOLTS,ANCHORS AND WITHMISCELLANEOUS HARDWARE SHAM.BE TO THE BUILDING OFFICIAL INDICATING THAT,TO THE BEST OF HIS OR HER KNOWLEDGE AND RESEED THE WORK HAS FIRE RESISTANT WALL/PA/MIONS GALVANIZED IN ACCORDANCE WITH ASAP A153'ZINC-COATING(HOT-DIP) BEEN PERFORMED IN ACCORDANCE METH THW APPROVED PLANS AND 780 CMR.FORMS FOR CONSTRUCTION CONTROL FRAMING SMOKE CONTROL SYSTEMS N/A CONCRETE COMP.STRENGTH, ON RON AND SELL HARDWARE',UNLESS OTHERWISE NOTED. WHEN REQUIRED BY THE BUILDING OFFICIAL SHALL BE THOSE FOUND AT FIRE RESISTANT WALL/PARTRONS _SLUMP TESTS'CUD PLACEMENT 9. FIELD WELDS,DRILL HOLES,SAW CUTS AND ALL DAMAGED GALVANIZED http://wr.maee.gov/ocabr/govemment/oeo-ogenciee/dpI-Ip/op i/. FlWSH ATTACHMENTS SMOKE AND HEAT VENTS N/A POSE INSTAL ED ANCHOR SURFACES SHALL BE REPAIRED MTH AN ORGANIC ZINC REPAIR PAINT VERIFICATION COMPLYING WITH REQUIREMENTS OF ASTI A780.GALVANIZING REPAIR ABOVE CEILING INSPECTION ACCEATBILTIY(521 CMR) ALM SHALL HAVE AS PERCENT ZINC BY WEIGHT,,CRP BY DUNCAN ACCORDANCE E.9 SPECIAL INSPECTIONS AND 7E97'9.SPECIAL INSPECTIONS AND TESTS SHALL BE PROVIDED IN N/A GROUT VERIFICATION P GALVANIZING,GALVA BRIGHT PREMIUM BY CROWN OR EQUAL THICKNESS WITH 780 CMR 17.00 SPECIAL INSPECTIONS AND ILSIS. FIRE BLOCKING/STOPPING S TSI W OTHER: N/A CERTIFIED WELD INSPECTION OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN EMERGENCY UGHTING/IXIT SIGNAGE 170.6.2.4 NON STRUCTURAL SY TEST AND INSPECTION. ILSIS AND IS PRRONS OF NON-STRUCTURAL N/A EARTHWORK:LIFT AND DENSITY 4 COATS(ALLOW TIME TO DRY BENNER COATS)YITIH SYSTEMS A RESULTING SHALL BE PERFORMED IN IN ACCORDANCE ACCORDANCE WITH APPUGBLE ENGINEERING PRACTICE STANDARDS,REFERENCED MEANS OF EGRESS COMPONENTS SPECIAL INSPECTIONS(SECTOR E ON ORE COLD GALVANIZING COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS APPLCABLE. STANDARDS LISTED IN 780 CMR 35.00:REFERENCED STANDARDS.OR AS OTHERWISE SPECIFIED IN 780 CMR. 1704): N/A VERIFICATION 10.CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE MD QUALITY OF WELDS,AND FOR METHODS USED IN 107.6.8 CONSTRUCTION CONTRACTOR SERVICES.THE ACTUAL CONSTRUCTION OF THE WORK SHALL BE THE ROOFING,COPING/5T5TW N/A GUY WIRE TON REPORT CORRECTING WELDING.ALL WELDERS AND WELDING PROCESSES SHALL RESPONSIBILITY OF THE GENERAL CONTRACTOR AS IDENTIFIED ON THE APPROVED PERMIT AND SHALL INVOLVE THE ADDITIONAL TERING AND INSPECTIONS: BE QUALIFIED IN ACCORDANCE WITH AWS'STANDARD QUALIFICATION FOLLOWING: PROCEDURES'.ALL WELDING SHALL BE DONE USING E70XX ELECTRODES VENTING SYSTEMS(KITCHEN, AFTER CONSTRUCTION AND WELDING SHALL CONFORM TO AISC AND DTI.WHERE FILLET WELD 1. EXECUTION OF ALL WORK IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CHEMICAL FUME) CONSTRUCTOR/INSTALLATION SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN MECHANICAL STSIWS INSPECTIONS AND TESTING THE MSC'STEEL CONSTRUCTOR MANUAL'.14TH EDITION 2. EXECUTION AND CONTROL OF ALL METHODS OF CONSTRUCTION IN A SAFE AND SATISFACTORY REQUIRED(COMPLETED BY REPORT ITEM 11.INCORRECTLY FABRICATED.DAMAGED OR OTHERWISE MISFI TNG OR MANNER IN ACCORDANCE WITH ALL APPLICABLE LOCAL STATE.AND FEDERAL STATUTES AND REGULATIONS. ENGINEER OF RECORD) NON-CONFORMING MATERAS OR CONDITIONS SHALL BE REPORTED TO NOTES: THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE 3. UPON COMPLETION OF THE CONSTRUCTOR CERTIFICATION IN WRITING TO THE REGISTERED DESIGN REQUIRED MODIFICATION INSPECTOR REDUNE ACTION.ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION MANAGER PROFESSIONAL IN RESPONSIBLE CHARGE THAT,TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE AND BELIEF, 1. ALL CONNECTIONS TO BE SHOP WELDED&FIELD BOLTED OR RECORD DRAWINGS° APPROVAL CONSTRUCTION HAS BEEN DONE IN SUBST,WIAL ACCORD WITH SECTION 107.6 AND WITH ALL PERTINENT USING 3/4'0 0325-X BOLTS,UNLESS OTHERWISE NOTIFIED. N/A POST INSTALLED ANCHOR 12.UNISTRUT SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS DEVIATIONS SPECIFICALLY NOTED. THE BUILDING OFFICIAL MAY REQUIRE A COPY OF TES CERTIFICATION. 2. SHOP DRAWING ENGINEER REVIEW&APPROVAL REQUIRED BEFORE PULL-OUT TESTING MANUFACTURED BY UNISTRUT CORP.,WAYNE,MI OR EQUAL STRUT ORDERING MATERIAL REQUIRED PHOTOGRAPHS MEMBERS SHALL BE 1 5/8%1 5/8'412GA UNLESS OTHERWISE NOTED, 107.6.4 PROJECT REPRESENTATION.A PROJECT REPRESENTATIVE MAY BE REQUIRED BY THE BUILDING OFFlCAL 3. SHOP DRAWING ENGINEER REVIEW&APPROVAL REQUIRED PRIOR TO - AND SHALL BE HOT-DP GALVANIZED AFTER FABRICATION. THIS REPRESENTATIVE SHALL KEEP ONLY RECORDS AND SUBMIT REPORTS AS MAY BE REQUIRED BY THE BUILDING EL FABRICATION ADDITIONAL LISTING AND INSPECTIONS: 13.EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF STARLESS STEEL ANCHOR OFFICIAL THIS PROJECT REPRESENTATION REQUIREMENT SHALL BE DETERMINED PRIOR TO THE ISSUANCE OF THE 4, VERIFICATION OF EXISTING ROOF CONSTRUCTION IS REQUIRED PRIOR TO ROD WITH NUTS&WASHERS.AN INTERNALLY THREADED INSERT.A PERMIT AND MAY BE A PREREQUISITE FOR PERMIT ISSUANCE.REFUSAL BY THE APPLICANT TO PROVIDE SUCH THE INSTALLATION OF THE ROOF PLATFORM.ENGINEER OF RECORD IS SCREEN TUBE AND A EPDXY ADHESIVE.THE ANCHORING SYSTEM SHALL SERVICE IF REQUIRED BY THE BUILDING OFFICIAL SHALL RESULT IN THE DENIAL OF THE PERMIT.ALL FEES AND TO APPROVE EXISTING CONDITIONS IN ORDER TO MOVE FORWARD. 1. IT IS THE RESPONSIBIITY OF THE PERMIT APPLICANT TO BE THE HILT-HIT HY-270 AND 0R HY-200 STaILMS(AS SPECIFIED IN COSTS RELATED TO THE PERFORMANCE OF PROJECT REPRESENTATION SHALL BE BORNE BY THE OWNER.WHEN 5. CENTERLINE OF PROPOSED STEEL PLATFORM SUPPORT COLUMNS TO BE NOTIFY THE BUILDING OFFTCA INSPECTORS L OF REQURED IPECTIONS DWG.)OR ENGINEERS APPROVED EQUAL APPLICATIONS FOR UNUSUAL DESIGNS OR MAGNITUDE OF CONSTRUCTOR ARE TILED,OR WHERE REFERENCE CENTRALLY LOCATED OVER THE EXISTING BUILDING COLUMNS. (3E).INSPECTION OF 780 OMR FIRE PROTECTOR SYSTEMS STANDARDS REQUIRE SPECIAL ARCHITECTURAL OR ENGINEERING INSPECTORS.THE BUILDING OFFlCAL MAY REQUIRE 14. 0N BOLTS SHAD_CONFORM CLASS TO FEDERAL SPECIFICATION6. EXISTING BRICK MASONRY COLUMNS/BEARING TO BE MAY BE ARE BY THE FIRE OFFICIAL MD TION FF-S-325,GROUP N,TYPE 4, SKIL I,HILT KWIK BOLT III OR THAT THE PROJECT REPRESENTATIVE BE A REGISTERED DESIGN PROFESSIONAL IN ADDI110N TO THOSE REGISTERED REPAIRED/REPLACED AT ALL PROPOSED PLATFORM SUPPORT POINTS. PERMITS ARE REQUIRED FROM THE FIRE DEPARTMENT PER APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE DESIGN PROFESSIONALS REQUIRED ELSEWHERE IN ACCORDANCE WITH SECTION 107.6. ENGINEER OF RECORD TO REVIEW AND APPROVE. 527 CAR' MANUFACTURER'S RECOMMENDATIONS. 107.6.5 BUILDING OFFICIAL RRSPONS®DICY.NOTHING CONTAINED IN SECTION 107.6 SHALL HAVE THE EFFECT 2. INCLUDE NEPA 72 TEST AND ACCEPTANCE DOCUMENTATION 15.LUMBER SHALL COMPLY COSH THE REQUIREMENTS OF THE AMERGAN OF WANING OR LIMITING THE BUILDING OFFICIALS ALMORIIY TO ENFORCE 780 CMR WITH RESPECT TO EXAMINATION INSTTTTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST OF THE CONTRACT DOCUMENTS,INCLUDING PLANS,COMPUTATIONS AND SPECIFICATIONS,AND FIELD INSPECTORS. 3. INCWDE APPLICABLE NEPA 13.13R,13D,14,15,17,20, PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOODNOTES: 241,ETC.-TEST AND ACCEPTANCE DOCUMENTATION CONSTRUCTION.ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL 1. REQUIRED FOR ANY BEY[SHOP FABRICATED FRP OR STEEL BE STRUCTURAL GRADE NO.2 OR BETTER. 4. INCLUDE NEPA 720 RECORD OF COMPLETION AND 16.WHERE ROOF PENETRATIONS ARE REQUIRED,THE CONTRACTOR SHALL SPECIAL INSPECTIONS(REFERENCE IBC CHAPTER 17): 2. PROVIDED EN MANUFACTURER, INSPECTION AND TEST FORM CONTACT AND COORDINATE RELATED WORK WITH THE BUILDING OWNER - - - - _-' - REQUIRED IF HIGH STRENGTH BOLTS OR STEEL AND THE EXISTING ROOF INSTALLER.WORK SHALL BE PERFORMED IN GENERAL:WHERE APPUCATON IS MADE FOR CONSTRUCTION,THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN 3. PROVIDED BY GENERAL CONTRACTOR;PROOF OF MATERIALS. 5. INCLUDE FIELD REPORTS AND RELATED DOCUMENTATION SUCH A MANNER AS TO NOT VOID THE EXISTING ROOF WARRANTY. RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCES TO PERFORM 4. HIGH HIND ZONE INSPECTOR CATB 120MPH OR CAT C,D 110MPH INSPECT ROOF SHALL BE WATERTIGHT. INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN THE INSPECTION CHECKLIST ABOVE. FRAMING OF WALLS.ANCHORING,FASTENING SCHEDULE. 6. WORK SHALL NOT PROCEED,OR BE CONCEALED,UNTIL THE 17.ALL FIBERGLASS MEMBERS USED ARE AS MANUFACTURED BY 5. ADHESIVE FOR REPAR AND ANCHORS SHALL HAVE BEEN TESTED IN REQUIRED INSPECTOR HAS BEEN APPROVED BY THE STRONGWELL COMPANY OF BRISTOL,VA 24203.ALL DESIGN CRITERIA THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND ENGINEERS OF RECORD INVOLVED IN THE DESIGN ACCORDANCE WIRI ACI 355.4 AND ICC-ES AC300 FOR CRACKED CONCRETE BUILDING OFFICIAL.AND NOTING WITHIN CONSTRUCTION FOR THESE MEMBERS IS BASED ON INFORMATION PROVIDED IN THE OF THE PROJECT ARE PERMITTED TO ACT AS THE APPROVED AGENCY AND THOR PERSONNEL ARE PERMITTED TO ACT AS AND SEISMIC APPLICATIONS.DESIGN ADHESIVE BOND STRENGTH HAS BEEN CONTROL SHALL HAVE THE EFFECT OF WAIVING OR LIMITING DESIGN MANUAL ALL REQUIREMENTS PUBLISHED IN SAID MANUAL MUST THE SPECIAL INSPECTOR FOR THE WORK DESIGNED BY THEM PROVIDED THOSE PERSONNEL MEET THE QUALIFICATION BASED ON AG 355.4 TEMPERATURE CATEGORY B WITHINSTALLATIONSHINSTALLATIONS INTO THE BUILDNG OFFICALS NM IRRIY TO ENFORCE THIS CODE BE STRICTLY ADHERED TO. REQUIREMENTS. DRY HOLES DRILLED USING A CARBIDE BIT INTO CRACKED CONCRETE THAT WITH RESPECT TO EXAMINATION OF THE CONTRACT 18.NO MATERIALS TO BE ORDERED AND NO WORK TO BE COMPLETED UNTILHAS CURED FOR AT LEAST 21 DAYS.ADHESIVE ANCHORS REWIRING DOCUMENTS.INCLUDING PLANS.COMPUTATIONS AND STATEMENT REGISTERED SPECIAGNL INSPECTIONS:SIG THE APPLICANT LE SUBMIT A STATEMENT OF SECT INSPECTIONS PREPARED BY CERTIFIED INSTAUATONS SHALL BE INSTALLED BY A CERTIFIED ADHESIVE SPECIFICATIONS,AND FIELD INSPECTORS. SHOP DRAWINGS HAVE BEENIRRENEWED AND L APPROVED IN S LNG FOR ISSUNCE.THISSSST STATEMENT SHA L IN IN RESPONSIBLE CHARGEWITHIN ACCORDANCE WITH SECTION 70].1 AS A CONOTTION ANCHOR INSTALLER PER AG 318-11 0.9.2.2.INSTALLATIONS REQUIRING 19.SUBCONTRACTOR SHALL FIREPROOF ALL STEEL TO PRE-EXISTING FOR ISSUANCE. STATEMENT SHALL BE IN ACCORDANCE WITH SECTION 1705. 7 ROUGH AND/ORELECTRICAL, CONDITIONS. ASRRFlED ED;INSTALLERSO TS FIELDALL C INSPECTED PER IEI IN THIS11 D.8.B.4. PLUMBING, RR HEET METALBE INSPECTED PRIOR TO REPORT REQUIREMENT:SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS.THE SPECIAL INSPECTOR SHALL 6. AS REQUIRED;FOR ANY CHANGES TO THE ITEMS IN TABLE. ROUGH MD FINISH INSPECTIONS BY THE BUILDING OFFICIAL FURNISH PON INSPECTION REPORTS TO THE BUILDINGDICAT T AND TO THE WAS DEIGN OMP PROFESSIONAL IN IN TOSAPPROV CHARGE.REPORTS UMEL THAT WORK LLBEINSPECTED OR WAS NOT COMPLETED IN NCONFORMANCETHE TO RACTVRD CONSTRUCTIONIFDOCUMENTS.ADISCREPANCIES SHALL BE BROUGHT TO THEL BE IMMEDIATEHT TOTE THE CONTRACTORH FOR CORRECTIONIIAL IF THEY ARE NOT CORRECTED,THE DISCREPANCIES SHALL BE BROUGHT 1L TON OF THE TANG BULGING OFFICIAL AND P TIOSTSRA DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS SHALL BE SUBMITTED. ,,N OF�$ SITE NUMBER:MA1296 {'O� H Mom+ AT&T ,e SITE NAME: YARMOUTH BUCK ISLAND RD a`OCt I 00/22/22 Isom FOR ORWISunmN ��'. / V STRUCTURAL NOIEB MGI HUDSON •�CENTERLINE o OR/o1/T2 Isam HIM REVUES o'IIr 0 R MODIFICATIONS,NG NR UPGRADE,BBU ADD ■ N�/�f j DesIgn Group LLG _-'-'-^'- A o2/o1/e2 Isshm F1XR HEVE '..•6.m` /• /��/'�4 - F O.NG NR 1SR CRAM 2021 480 BUM ISLAND ROAD /i R I>LCTL.W I IPI.RADF 45 HE D NW TEL R7eIs57-es1A 750 WEST CENTER STREET,SUITE f301 WEST YARMOUTH,MA 02673 55OCOCHRUATE ROAD NO. DATE REVISIONS aY DHK ARM �0 ,ter\ YE NUMBER DRAWING NUMBER HIT SHOTN ANDOVER.MARIS. F.rm... WEST BRIDGEWATER,MA 02379 - BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SCALE: AS SIOWNN I DESIGNED BR: AT 'DRAM RI: PS -Vv" MA1296 SN-1 1 STUD WELDING NOTES (WATER TANK): NOTE: GENERA• 12EPAIN 1NC 1.WELDING STUDS SHALL BE FLANGED THREADED LOW CARBON COPPER COATED 1.ALL PAINTING SURFACES AFFECTED BY WELDING OPERATIONS SHALL REFER TO THE FINAL RFOS V2 STEEL STUDS,GRADE 1010 THROUGH 1020,CONFORMING TO ASTM BE REPAINTED TO MATCH ADJACENT EXISTING SURFACES. PAINTING TEN:ANTENNA2 SETTINGS22. SHEET FOR FIN4:. A-10B"STEEL BARS,CARBON,COLD FINISHED.STANDARD QUALITY".ALL STUDS SHALL INCLUDE COATING OF THE STUDS. SLTINGS. SHALL BE 3/8"DIAMETER BY 1-3/4"LONG.UNLESS OTHERWISE NOTED ON 2.PRIOR TO REPAINTING,SURFACES SHALL BE SOLVENT CLEANED TO THE CONSTRUCTION DRAWINGS. REMOVE ANY OILS.CONTAMINANTS,RUST OR DIRT PRIOR TO MIL 2.SIUDS MUST BE WELDED BY THE CAPACITOR DISCHARGE METHOD,NELSON NOD REPAINTING(SSPC-SP1 BY STEEL STRUCTURES PAINTING COUNCIL., 100 SYSTEM,AS MANUFACTURED AND MARKETED BY NELSON STUD WELDING, SSPC-VIS 1-67T) REFER TO STRUCTURAL ANALYSIS ELYRIA OHIO,(BOO)635-9353 OR(440)329-0400,OR APPROVED EQUAL 3.PAINT USED TO REPAIR INTERIOR COATING SHALL MATCH THE BY:HUDSON DESIGN GROUP. LLC, FILLET WELDS ARE NOT ACCEPTABLE. EXISTING COATING SYSTEM OF THE TANK OR SHALL BE A SIMILAR DATED:MARCH 14. 2022, 3.CONTRACTOR SHALL RECEIVE IN WRRING THE OWNERS REQUIREMENTS FOR SYSTEM COMPATIBLE WITH THE EXISTING STSILM AND ACCEPTABLE TO FOR THE CAPACITY OF THE EXISTING TANK INSPECTIONS PRIOR TO COMMENCING WITH THE WORK ON THE TANK. THE OWNER.VERIFY EXISTING COATING STSILM WITH THE TANK STRUCTURES TO SUPPORT THE UPON THE COMPLETION OF CONSTRUCTION,THE CONTRACTOR IS RESPONSIBLE OWNER. PROPOSED EQUIPMENT. FOR OBTAINING A WRITTEN RELEASE FROM THE OWNER STATING THAT ALL WORK 4.EXTERIOR STEEL SHALL BE PAINTED WITH 1 COAT EPDXY PRIMER WAS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND (DFT-5-7 IL)AND 2 COATS POLYURETHANE FINISH(DFT-4-5 MIL) THE OWNERS WRITTEN REQUIREMENTS AND RELEASES ALL LIABILITY TO THE WITH COLOR TO MATCH EXISTING SURFACE.PAINT SHALL BE AS CONTRACTOR,THE ENGINEER,THE APPLICANT,AND THE STUD MANUFACTURER. MANUFACTURED BY SHERWIN WILLWMS,CLEVELAND,OHIO 4.CONTRACTOR SHALL COMPLY WITH AWS 01.1 AND AWS C5.4 FOR 1-800-321-8194 OR EQUAL COATING TO MATCH EXISTING. PROCEDURES.APPEARANCE AND QUALITY OF WELDS.AND FOR METHODS USED CONTRACTOR SHALL VERIFY OWNER'S PAINT REQUIREMENTS PRIOR TO IN CORRECTING WELDING.ALL WELDERS AND WELDING PROCESSES SHALL BE COMMENCEMENT OF THE WORK. QUALIFIED IN ACCORDANCE WITH AWS"STANDARD QUALIFICATION 5.CONTRACTOR TO VERIFY COATING STS,LMS ARE COMPATIBLE WITH PROCEDURES".CONTRACTOR SHALL ADHERE TO AWS RECOMMENDED"SAFE THE EXISTING"MEAS SYSTEMSING BY ADHESION TN TESTING PER ASTM ....".� PRACTICES RA TIWERS,M. 03359NTCTORSTOING ADHESIONTHT BY TAPE TEST", �j S.FOR T G PARAMETERS,MACHINE POWER AND DWELL TIME SHALL BE QUALIFIEDESE 6.CONTRACTOR F VERIFY THAT CANS OF THE PRODUCT ARE NOT \� FOR THE WELNING POSITION,MATERIAL DEFINED AND STUD SIZE TO BE USED. ROG MIXING OF P RECOMMENDEDASUR SHELFM LIFE.N ASSURE IF CHANCES IN THE REQU OCCUR O R DEFINED U7M,THE THROUGH MIXING OF PREMElSURED TWO COMPONENT COATING PROCEDURE MUST BE REQIIALIFlEO.CONTRACTOR SHALL SUBMIT CERTIFICATION OF WELDERS FOR STUD WELDING TO THE ENGINEER PRIOR TO COMMENCEMENT 7.SURFACE E � CLEANING SHALL BE FOLLOWED WITH PRIMER COAT ON THE OF THE WORK. SAME DAY. B.PANT MUST BE APPLIED AT SURFACE AND AMBIENT TEMPERATURES \ SURFACE PRFPARATION BETWEEN 50 DEGREES TO 120 DEGREES FAHRENHEIT.NO PAINTING 1.CLEANING PROCEDURES SHALL BE VERIFIED AS MEETING THE MINIMUM SHALL BE DONE ABOVE BOX RELATIVE HUMIDITY.THE AMBIENT REQUIREMENTS PER THE AWN WELDING HANDBOOK,VOLUME 2,"QUALITY TEMPERATURE BEFORE THE STARTHI OF COATING D POINT MUST AT BE LEAST 5 DEGREES CONVENTIONAL ABOVE THE DEW POINT AS CONTROL AND INSPECTION"FOR STUD WELDING,IF THE EXISTING COATING DETERMINED BY CONVENTIONAL ACCEPTED STANDARDS 1 STSILM CONTAINS LEAD OR OTHER POTENTIALLY HAZARDOUS MATERIALS, 9.PAINTSHALL BE APPLIED USING A NATURAL BRISTLE BRUSH FOR A SPECIAL PROCEDURES FOR REMOVAL AND DISPOSAL WILL BE REQUIRED. SMOOTH BRUSH FINISH , 2.PREPARE SURFACE TO BE WELDED BY SPOT REMOVING PAINT TO BARE METAL 10.PAINT SHALL BE FEATHERED OUT AT TIE-IN AREAS OF EXISTING USING POWER BRUSHING IN ACCORDANCE WITH SSPC-SP11,(STEEL COATING.PAINT SHALL BE WORKED IN AND AROUND IRREGULARITIES / STRUCTURES PAINTING COUNCIL.SSPC-VIS 1-671).USE A 3M STRIP-N-CLEAN IN THE SURFACE FLEXIBLE WHEEL OR APPROVED EQUAL A WIRE WHEEL IS NOT ACCEPTABLE. 3.FOLLOW POWER TOOL CLEANING WIN A NON-FLAMMABLE SOLVENT CLEANING E%ISTING WATER TANK TO REMOVE ANY OILS,CONTAMINANTS,RUST OR DIRT PRIOR TO STUD WELDING. / (SSPC-SPT BY STEEL STRUCTURES PAINTING COUNCIL SSPC-VS 1-67n CORRUGATED FLUTE STUD QUALIFICATION TESTING AND SAMPLING t �� 1.THE QUALIFICATION OF STUD APPLICATION AND PRE-PRODUCTION TESTING EXISTING II SHALL BE IN ACCORDANCE WTH THE REQUIREMENTS OF CHAPTER 7"STUD I WATER TANK PROPOSED 4'x10' WELDING"OF AWS D1.1 INITIAL QUALIFICATION TESTING SHALL BE PERFORMED UNDER INSPECTION BY THE ENGINEER. BASE PLATE 2.STUD APPLICATION SHALL BE QUALIFIED BY STUD WELDING TEN(IS) L ';- (TYP•OF 3 PER SECTOR, SPECIMENS CONSECUTIVELY TO ASTM A-46 STEEL BASE MATERIALS USING Vi. TOTAL OF 9) RECOMMENDED PROCEDURES AND SETTINGS FOR EACH DIAMETER,POSITION. AND SURFACE GEOMETRY.THE TEN SPECIMENS SHALL BE TORQUE TESTED TO ` II FAILURE.STUD APPLICATION SHALL BE CONSIDERED QUALIFICATION IF ALL TEST SPECIMENS ARE TORQUED TO DESTRUCTION WITHOUT FAILURE IN THE WELD.IN ADDITION,PRIOR TO PRODUCTION,CONTRACTOR SHALL PREPARE SIX(6)STUD �` /�' PROPOSED(8)5/16-18 LOW WELDED SAMPLES USING A-46 STEEL PLATES AT THICKNESS EQUAL TO EACH CARRBBON(COPP STTYP.OF3FL SHED OF THE PLATE THICKNESS OF THE WATER TANK TO BE WELDED TO.THE SIDE ` SECTOR,TOTAL OF 9) OPPOSITE THE STUD WELD SHALL HAVE A SIMILAR COATING(MINIMUM PROPOSED L4x4z3/8•STEEL • DFT-6MIL)TO THE EXISTING INTERIOR COATING OF THE WATER TANK.SAMPLES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 3.BEFORE PRODUCTION,AT THE START OF EVERY SHIFT AND FOR EACH ANGLE(TIP OF 3 PER SECTOR, PARTICULAR SETUP,TESTING SHALL BE PERFORMED ON THE FIRST TWO STUDS TOTAL OF 9) THAT ARE WELDED.IN PLACE OF THE ACTUAL PRODUCTION STUD.TESTING MAY BE PERFORMED ON A MATERIAL SIMILAR TO THE PRODUCTION MEMBER IN THICKNESS AND PROPERTIES.TESTING SHALL INCLUDE A VISUAL EXAMINATION OF THE STUD WELD FOR A FULL 360 DEGREE FLASH.IN ADDITION,THE TEST PROPOSED ASS 4x4x1/4• SHALL INCLUDE TORQUE TESTING THE STUDS IN ACCORDANCE WITH THE STANDOFF MOUNT SECURED TO FOLLOWING CRITERIA THE PROPOSED ANGLE AND 5M A D oRS ESMNG R ON) T TORQUE(FT.LB)MGMMASIEMNG 1000 0E(Pr.AB) EXISTING PIPE MAST A OF 3 .7.... PER SECTOR,TOTAL OF 9) 4.IF FAILURE OCCURS,THE PROCEDURE SHALL BE CORRECTED AND TWO MORE NOTE: STUDS SHALL BE WELDED AND TESTED. 5.PRIOR TO PRODUCTION,CONTRACTOR SHALL PERFORM'THREE(3)TEST WELDS PROPOSED ANGLE TO MATCH ON THE WATER TANK IN A LOCATION SPECIFIED BY THE TANK OWNER TO CURVATURE OF EXISTING WATER TANK. VERIFY THAT NO NMAf'WILL OCCUR TO THE COATING STSILM ON THE INTERIOR OF THE TANK.ANY AND ALL DAMAGE TO THE INTERIOR COATING SHALL BE REPAIRED TO THE OWNER'S SATISFACTION. IF DAMAGE DOES OCCUR. THE PROCEDURE SHALL BE REEVALUATED BY THE ENGINEER,CONSTRUCTION 22x34 SCALE:3/16".1'-0' 0 2-0 5-4* r E A• AUTHORIZED REPRESENTATIVE,AND OWNER BEFORE COMMENCING WITH THE 11,07 SCALE:3/32'=T'-0' WORK. 43.. nAAMrI Cy SITE NUMBER:MA1296 i HAPUN , AT&T �r e s C SITE NAME: YARMOUTH BUCK ISLAND RD }�} 1 09/Yl/22 ISSUED FOR cow�ua,OR ��' �' STRUCTURAL DETAILS HUDSONKG ,®0``CENTERLINE t` F ` ` 0 oy01/22 ISSUED FOR REBEw Q��,f�'.,� 0 ��,T/0 '' MODIFICATIONS,NG NR UPGRADE.BBU ADD Design Group LLC 1/ A oyo,/AS MAD KW RENEW •..',•^• r,/�F pT - 110,NG NR 1SR CBHND 2021 PROPOSED MOUNT MODIFICATION ,LAN 480 BUCK ISLAND ROAD /'; iL�'yg sy UPGRADE IV-PIN snacv 750 WEST CENTER STREET,SUITE#301 WEST YARMOUTH,MA 02673 550 COCHBUATE ROAD RD. DATE REVISIONn SE CHrc APP.!) U �� NORM w a NUMBER OWING NUMBER 0EV nO0xc,MA 0Ie F.RW, m00000 WEST BRIDGEWATER,MA 02379 BARNSTABLE COUNTY FRAMINGHAM.MA 01701 scum AS SHORN IDENONED BY: AT 'DRAWN BY: PS UANL MA1296 S-1 1 S i 9" I STIED RFF FAHo5u A GLE AN TO I PROPOSED HSS 4x4x1/4' Y I 1 � � STANDOFF MOUNT SECURED TO THE PROPOSED ANGLE AND THE PROPOSED ANGLE AND PROPOSED 1/2'U-BOLT EXISTING PIPE MAST(TYPO OF 3 PROPOSED 1/2"U—BOLT I ® EXISTING PIPE MAST(TYPO OF 3 �(TYp.OF 6 PER SECTOR. PER SECf«t,TOTAL OF 9) (TYPO OF 8 PER SECTOR, PER SECTOR.TOTAL OF 9) TOTAL OF 12) -_...— PROPOSED(8)5/18-18 TOTAL OF 12) ''OL PROPOSED 1/2"0 A325—x BOLT(T P.) /—PROPOSED PEX9'PLATE PROPOSED 4OF 3 BASE LOW CARBON COPPER PROPOSED 7'X70'PLATE - / TOTAL F 3 PER SECTOR. PLATE(TYPO OF 3 PER - PLASHED STEELOR.T(TYPO OF 3 TOTAL OF 3 PER SECTOR. - ill I TOTAL OF 9) SECTOR,TOTAL OF 9) F 1 4' PER SECTOR,TOTAL OF 9) TOTAL OF 9) ...;.'' I 1 4 7YP. - - _ ---- I ,. PROPOSED 4'x10-BASE PLATE f .,,,.I_::. 1 4 — (IYP.OF 3 PER SECTOR,TOTAL OF 9) PROPOSED ASS 4x4x1/4" TYR'1 4 r STANDOFF MOUNT SECURED TO i�4< PROPOSED(8)5/t6-18 LOW CARBON THE PROPOSED ANGLE AND © •' COPPER FLASHED STEEL(TYPO OF 3 EXISTING PIPE MAST(TYPO OF 3 , ® PER SECTOR,TOTAL OF 9) PER SECTOR,TOTAL OF 9) PROPOSED 1/2'4 PROPOSED L4x4x3/8"STEEL i . EXISTING WATER A325-X BOLT(1'IP.) ANGLE(FTP.OF 3 PER SECTOR, PROPOSED L4x4x3/8'STEEL I TANK CORRUGATED TOTAL OF 9) i ANGLE(7YP.OF 3 PER SECTOR, FLUTE r TOTAL OF 9) --.. ._ - - _. - CONNECTION DETAIL ® CONNECTION DETAIL a CONNECTION DETAIL _ _.., 22x34 SCALE 3'= p.1'-0' p -2•0.,.4• p 0,2'D'-4' IT-8" 1'-0'22x34 SCALE:3"=1'-0• 22x34 ScAL F.3'=1'-0' 0'-2"0'-4' 0.-88'1'-0' 11x17 SCALE: 1-1/2"=1'-0• 11x17 SCALE: 1-1/2'.41'-0" 11x17 crag: 1-1/2'=1'-G' s-1 PROPOSED(8)5/18-18 LOW CARBON ,-- COPPER FLASHED STEEL(TYP.OF 3 I PER SECTOR,TOTAL OF 9) PROPOSED L4x4x3/8'STEEL ® III 1 ANGLE(TYPO OF 3 PER SECTOR, TOTAL OF 9) 1 iIII1 ,j'' PROPOSED HSS 4x4x1/4" STANDOFF MOUNT SECURED TO THE PROPOSED ANGLE AND EXISTING PIPE MAST(TYP.OF 3 PER SECTOR.TOTAL OF 9) EXISTING ANTENNA MOUNT .I I (TYP.) 'e PROPOSED 7'X10'PLATE ' 'm d®' (TYP.OF 3 PER SECTOR, �k o TOTAL OF 9) 1st fL I�� 0 NOTE: PROPOSED ANGLE TO MATCH CURVATURE OF EXISTING WATER TANK EXISTING PIPE MAST �: PROPOSED 1/2'U-BOLT(TYP.OF (TYP.) I I jb. 8 PER SECTOR.TOTAL OF 12) PROPOSED 1/2'0 A325—X BOLT(TT.) EXISTING WATER TANK CORRUGATED FLUTE INOTE: 'II REFER TO THE FINAL RFDS V2 DATED:2/25/2022 SHEET FOR FlNAI ANTENNA SETTINGS. PROPOSED 4•x10"RASE PLATEI I I (TYP.OF 3 PER SECTOR,TOTAL OF 9) j I Mal EXISTING WATER TANK REFER TO STRUCTURAL ANALYSIS — CORRUGATED FLUTE BY:HUDSON DESIGN GROUP.UL, PROPOSED MOUNT DATED:MARCH 14.2022. PROPOSED MOUNT MODIFICATION PLAN® ii MODIFICATION SIDE ELEVATION® _ — FOR THE CAPACTIY OF THE EXISTING 22x34 SCAT F: 1-1 2'=1'-0" 0 B-4'0'-8' I'-4• 2'-0' 22x34 SCALE: 1"=1'-0' �_\nF STRUCTURES D UIO SUPPORT THE 0 / U p >!C •-0• PROPOSED EQUIPMENT. 11x17 SCALE:3/4"=1'-0' 11x17 SF'sI F. 1/2'=1'-0' r. t .jam SITE NUMBER:MA 1296 I HUDSON ,��•. SITE NAME: YARMOUTH BUCK ISLAND RD + HAMS AT&TAL ,��1�GENfERLI1IE C�lsc °° ° °K FpK �r,�& / v STRUCTURAL DETAILS D88190 Group LLC V A � '� O��AF U -' MODIFICATIONS,NG NR UPGRADE,BBU ADD 480 BUCK ISLAND ROAD +► /. ►/. .O,Nc NR 1SR GRAND 2021 1`A I n' UPGRADE _ ,�� TEL rvml syssm 750 WEST CENTER STREET,SURE 1�301 WEST YARMOUTH,MA 02873 550 COCHITUATE ROAD No. DATE REVISIONSer crxc ,� RE NNF R DRAVANC NOW. 10.110400V.A..0101 F.maleas5585 WEST BRIDGEWATER,MA 02379 BARNSTABLE COUNTY _ FRAMINGHAM.MA 01701 scLE'. AS SHORN I DESIGNED ert AT 'DRAWN Er: Os ZUNPI- MA1298 S-2 1 FROM ANTENNA rrr��� 57m S •` , TWO HOLE COPPER HARDWARE ' COMPRESSION TERMINAL WEATHERPROOFING GROUNDING CABLE A KR(TOP.) 816.1 GROUND BAR JUMPER REQUIRED ONLY WHEN 1-1/4'0 AND LARGER STANDARD CTYP') GROUND KIT(TYP.) �v , FLAT WASHER, FIAT WASHER,TYP. ANTENCONNECTOR CABLE TOP LOCK WASHER,TYP. WEATHERPROOFING TO CABLE TRAY(TYP.) 3/8%1-1/4"HEX KR(TYP.) FROM ANTENNA NUT.TYP. BOLT FRAME SUPPORT COAX GROUND KR GROUND BAR COMMSCOPE KIT NO.GB-0414-IT BE OR EQUAL GROUNDING CABLE EXPOSED . KEPT T TTOO BARE ABSOLUTE MINIMUM. TONIMUM,NO SECTION"A-A" INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL(TYPICAL) /2 AWG BCW 2 AWG BCW,BONDED Ma: tO GROUND WIRE ALONG NOTES: CABLE TRAY TO CIGBE/MIGB 1. 'DOUBLING UP"OR'STACKING'OF CONNECTOR IS NOT PERMITTED. 1.DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. DIRECT GROUND WIRE DOWN TO CIGBE. 3. CADWELD DOWNLEADS FROM UPPER EGB,LOWER EGB.AND MGB GROUND WIRE TO GROUND BAR CONNECTION DETAIL e TYPICAL GROUND BAR CONNECTION DETAIL SCALE:N.T.S Sr Al F.N.T.S 'a EXISTNG/PROPOS ar EXISTING/PROPOSED ANTENNA SUPPORT ANTENNA PIPE TMA.RRU, EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHAH HAVE A2 MODULE& AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY SURGE ARRESTOR UMIS/GSM COAX ORIGIN AND DESTINATION 1 GROUND KITS SECTION'P"-SURGE PRODUCERS UPPER CIGBE Y' CABLE ENTRY PORTS(HATCH PLATES)(12 AWG) EXISTING p2G GENERATOR FRAMEWORK(IF AVAILABLE)(#2 AWG) HOMERUN TFLCO GROUND BAR POWER/FIBER COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND(#2 AWG) GROUND CABLE TRAY LOWER CIGBE / JUNCTION BOX G ICE BRIDGE, (AS APPLICABLE) (AS APPLICABLE) -48V POWER SUPPLY RETURN BAR(#2AWG) JUMPER ALL SPLICES I -48V POWER SUPPLY RETURN BAR(#2 AWG) EXISTING(2)`2 AWG RECTIFIER FRAMES. F.-Mk.- I BCW TO EXISTING •,• UNITS/GSM COAX \ GROUND RING GROUND KITS SECTION A'-SURGE ARSORRFR4 . \ EXISTING#2G ! E INTERIOR GROUND RING(#2 AWG) EXTERNAL EARTH GROUND FIELD(BURIED GROUND RING)(#2 AWG) \ (ROOFTOP ONLY) METALLIC SSTTEEEL(IF AVAILABLE) AVAILABLE)AWG) (#2 ANC) \UMTS/GSM coAx i GROUND ICE` `\ •GROUND KITS ��-. BRIDGE POSTS \. - - - --' L•4MIGBE ry METER AN D�. f \ #2 GROUND TO EXISTING .. DISCONNECT ; HALO OR MIGRE m _ � VIfrr-'7,I— °°°p 00 p 20 xI/ EXISTING GROUND EQUIPMENT CABINET !- U U p O 0 c p a e°°° GANG DR UTILITY RACK, UP 6E01. •`\ (;,_o a o°° 1�tt GROUND &SURGE SUPPRESSOR (`1� � tl� #2 AWG SOLI) Ir — TINNED COPPER(TYP) TO EXISTING SERVICE GROUND GROUNDING RISER DIAGRAM 0 GROUND BAR-DETAIL(AS REQUIRED)irlik IXII F.N.T.S SCAT F:N.T.S VLV`0FF 5.. C ♦ADC 7, _ SITE NUMBER:MA1296 - ^ P. -` AT&T 1 �, SITE NAME: YARMOUTH BUCK ISLAND RD , �/ �m Fz>a''''''''""RENEW .131E %AMM GROUNDING DETAILS HUDSON ``MI CENTERLINE 3t& Design Group LLC V^^^^ 'I°,:°�, o a/o1/Sa sSI.Wu Fiat neaw ;' o/�•!r p MODIFICATIONS.NG NR UPGRADE,BBU ADD A o2/w/Sz swim Eon RENEW 0^" T. �T.'/'•�y ••.NG NR ,SR CBAND 2021 480 BUCK ISLAND ROAD .j AJ�' 4 •p:.G 750 WEST CENTER STREET,SURE#301 WEST YARMOUTH,MA 02673 MO COCHDUATE ROAD NO. DATE REVISIONS IN CNN WI) \C�' Art HAMER [WARM HIWBER REV NOUN A 000.000000 Pie 89 8Woosoo WEST BRIDGEWATER,MA 02379 BARNSTABLE COUNTY FRAMRIGHAM,MA 01701 slave AS SHOWN I DESIGNED eE AT !DRAWN WO PS IpNfL MA1296 G-1 1 Antenna 1 Antenna 2 Antenna 3 Empty LTE 700 OE/814/PCS/AWS DOD*C band Antenna 4 ___ LTE 700 BC/850l WCS fiPort nu I AIR m.r ww® Broadband BroatlbM WtlW,d Broadband TA) 0.10 Otto. f%ta er M et .6t3 ..fa9s aim a,r3s ,ass N *N/35 7B0/B50 700/050 ley •d+l OS 4,14Rs arrjeq. .OS/AS at/45 4R C-RAND • OTT • 3 rt• Be 10 soo,ran (�14ma/l am tl Per bea••.AEL AMmn�x. I!r I • 6 feet Mnmrm Separation bctay.7W11 A C80l% • n 22 YertIu15tvetanon Pet.. D.att tRaml Antenna • 1he9°Meta 9114ban4 • • IDLe- __ - -- - Xcede--- NOTE: 1. CONTRACTOR TO CONFIRM ALL PARTS. 2. INSTALL ALL EOUIPMENT TO MANUFACTURER'S RECOMMENDATIONS RF PLUMBING DIAGRAM I SCALE:N.T.S RF-1 NOTE: REFER TO THE FINAL RFDS V2 DATED:2/25/2022 SHEET FOR FINAL ANTENNA SETTINGS. SITE NUMBER:MA1296 y - AT&T SITE NAME YARMOUTH BUCK ISLAND RD + } t w/u/12 ISSUED:OONSTR CIB. SG AT OM RF PLUMBING DIAGRAM NUDSON '`���-CENTERLINE: at8ct 04/01/22 551E0 FOR REVIEW 5D AT OW RF MODIFICATIONS,NG NR UPGRADE,BBU ADD Design Group LLC V pz/ot/aa tSteR0 PM nears PS AC one 5G NR RADIO,NG NR 1SR CBAND 2021 480 BUCK ISLAND ROAD " q�IOW ssr ssv 750 WEST CENTER STREET,SUITE/301 WEST YARMOUTH, MA 02673 D no. art gENSMIq qe CRP UPGRADE040*0 uaeroanoOOORN6Ovat ;sae r"x:IOW sasssee WEST BRIDGEWATER,MA 02379 BARNSTABLE COUNTY RAmINGHM,145OAD SITE 1296 DRAWL NUMBER REV FRAMINGHAM,MA 0I701 SHOW LDESNgFp fW: AT 'pbWM Tn: PS MA1296 RF-1 1