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2059 SERVICE ROAD
a � a UPC 12543 ' Now HCSnNGS. MN �r , ���s `�d��Y� � ��/ o� �2� �� � �� c WE Town of Barnstable '"MSTABM MASS. Regulatory Services BARNSTABLE i679. �1ai`x°LLa a�"h v' ie�is"`"aec Richard V. Scali,Director 1639.2014 �Ag Building Division. Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us September 18, 2014 Commonwealth Electric Co./NStar c/o Mr. Michael Johnson Tower Resource Management 16 Chestnut Street, Suite 220 Foxborough, MA 02035 RE: Site Plan Review#031-14 Commonwealth Electric Co. -NStar 2059 Service Road, Barnstable, MA Map 214, Parcel 010 Proposal: Remove and replace existing transmission tower with new model of similar size. The existing fenced in compound, equipment shelter, and propane tank and generator will also be replaced. The new tower will remain on Lot 10 approx. thirty (30) feet from the existing tower. The old tower will be removed and dismantled once the existing equipment is transferred to the new tower. Dear Mr. Johnson: Please be advised that the above proposal.has been found approvable subject to the following: • Approval is based upon plans entitled"NStar Shootflying Hill Road, Barnstable", 15 Sheets, dated 6/23/14,prepared by Chappell Engineering Associates, LLC, Marlborough, MA. • Zoning Board of Appeals relief will be required. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that I all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner Zoning Board of Appeals rn Cver so,/�/-ce U take care® by WageWorksW ant cannot be processed. Date Hired(MM-DD-YYYY) mm APT. State m Zip r ied plan expenses.if you would also like to receive a o your account at www.takecareWageWorks.com. 30 1-29-19 First payroll start date / /2018 d YEAR,which is$0 per pay period to fund my account that pays ered by my employer's health plan or any other health plan. gill lose all tax savings that I could receive as a participant. an efore �s aass�� v � 24K01 120 253024X02 254001T00 #f20 #1701 y 0-� •0 F _ F y.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit on or representations of Assessor's tax parcels.They are s not represent not true property boundaries and do not represent 36'7 Main Street,Hyannis,MA 02601 ralized,may not accurate relationships to physical objects on the map 5o8-862-4624 such as building locations. gis@town.batrostable.ma.us 3os�en� F 6i7 - 7�� 77V� This pays for day care expenses for a depen ent child,adult or el and after school care through age 12,day care for a disabled adul YES"C I-elAt to contribute$(before taxes)for the qualified dependent daycare or elder care expenses. NO ❑ I decline this option for this plan year and understand th WIT-301= Agreement to Save Taxes on Insurance P YES ❑ On the appropriate benefit enrollment form,I have enroll I understand that my share of the premium for these em understand that if my required contributions for these in effect,my taxable income will automatically be adjusted t NO ❑ I decline this option for this plan year and understand tha WITWIM Additional Benefit(please insert description prov x YES ❑ 1 elect to contribute$ (before taxes)for the Pla this additional benefit outlined by my HR department. NO ❑ 1 decline this option for this plan year and understand that I IMPORTANT.Please read the following before signing this enrollment form.My employe' equal portion of the benefit elections set forth above and that qualified expenses will be changes in my status and that,prior to the first day of each plan year.I will be offered that I have received,read,and understand the Summary Plan Description.I understa expenses paid with the Card cannot be reimbursed by any other plan and that I will not s that when using the take care'Card I must keep all receipts and that,on occasion,I ma payment is made that is not for qualified expenses.I will repay my employer.For any exp (if permitted by state law). Employee signature Return completed fo� 0 2014-2017 WageWorks,Inc.All rights reserved. Shea, Sally From: Florence, Brian Sent: Monday, May 07, 2018 2:53 PM To: Shea, Sally;Anderson, Robin Subject: FW: Shoot Flying Hill Antenna See below FYI—Nice job ladies—excellent customer service...thanks for your help. -Brian Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.florence@town.barnstable.ma.us From: Sullivan, Scott E [ma i Ito:scott.sullivan(&eversource.com] Sent: Monday, May 7, 2018 2:44 PM Ito: Hayhurst, Michael F; Florence, Brian Subject: RE: Shoot Flying Hill Antenna V% Mike, I reached out to Mr. Doyle, he stated that one of the towers up near Shoot Fly Hill is now broadcasting"white strobe light"when all towers were red beacons. The white high intensity lighting is bothersome to his home at night. I promised Mr. Doyle that I would look into this today with a follow up call to him tomorrow, I also provided him my direct cell phone number if he had any other issues/concerns. There are 3 towers up near Shoot Fly Hill road, I will confirm what tower is now using the white high intensity strobes and get this resolved.The towers are painted red/white and lighted per FAA,some lighting packages have a dual system where if the Red beacon lamps fail the lighting system would automatically switch over to a white strobe—the white strobes are higher intensity lighting system which are usually used on non-painted towers which then require tower to be marked 240 with lighting during both daytime and night which is why the white lighting is so intense—"bright". i Again I will confirm what tower is having lighting issues and if it is our tower located at Shoot Fly Hill I will get this repaired this week, if it's not our tower I will work with owner to resolve getting system back to Red beacon system. 1 Thanks, Scott Sullivan Manager, Field Communications Eversource Energy From: Hayhurst, Michael F Sent: Monday, May 07, 2018 2:07 PM To: brian.florence@town.barnstable.ma.us Cc:Sullivan,Scott E<scott.sullivan@eversource.com> Subject:Shoot Flying Hill Antenna Hi Brian. I have asked our telecom Manager,Scott Sullivan to contact Mr. Doyle and discus his concerns This electronic message contains information from Eversource Energy or its affiliates that may be confidential, proprietary or otherwise protected from disclosure. The information is intended to be used solely by the recipient(s) named. Any views or opinions expressed in this message are not necessarily those of Eversource Energy or its affiliates. Any disclosure, copying or distribution of this message or the taking of any action based on its contents, other than by the intended recipient for its intended purpose, is strictly prohibited. If you have received this e-mail in error,please notify the sender immediately and delete it from your system. Email transmission cannot be guaranteed to be error-free or secure or free from viruses, and Eversource Energy disclaims all liability for any resulting damage, errors, or omissions. ,r 2 Mass. Corporations, external master page Page 1 of 3 William Francis Galvin &U-, Secretary of the Commonwealth of Massachusetts � s asp•. �,. J a c. Corporations Division Business Entity Summary ID Number: 060810627 lRequestcertificate New search Summary for: EVERSOURCE ENERGY SERVICE COMPANY " The exact name of the Foreign Corporation: EVERSOURCE ENERGY SERVICE COMPANY The name was changed from: NORTHEAST UTILITIES SERVICE COMPANY on 07-01-2015 Merged with NSTAR ELECTRIC & GAS CORPORATION on 01-01-2014 Entity type: Foreign Corporation Identification Number: 060810627 Old ID Number: Date of Registration in Massachusetts: 07-11-1966 Last date certain: Organized under the laws of: State: CT Country: USA on: 09-03-1965 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 56 PROSPECT STREET City or town, State, Zip code, HARTFORD, CT 06103 USA Country: The,location of the Massachusetts office, if any: Address: City or town, State, Zip code, Country: The name and address of the Registered Agent: Name: CORPORATION SERVICE COMPANY Address: 84 STATE STREET City or town, State, Zip code, BOSTON, MA 02109 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT JAMES J. JUDGE 800 BOYLSTON STREET BOSTON, MA 02199 USA TREASURER CHRISTINE L. VAUGHAN http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=060810627&S... 5/3/2018 f Mass. Corporations, external master page Page 2 of 3 247 STATION DRIVE WESTWOOD, MA 02090 USA SECRETARY RICHARD J. MORRISON 800 BOYLSTON STREET BOSTON, MA 02199 USA ASSISTANT 0. KAY COMENDUL 107 SELDEN STREET BERLIN, CT 06037 SECRETARY USA DIRECTOR CHRISTINE CARMODY 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR JOSEPH R. NOLAN JR. 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR GREGORY B. BUTLER 56 PROSPECT STREET HARTFORD, CT 06103 USA DIRECTOR JAMES J. JUDGE 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR LEON J. OLIVIER 56 PROSPECT STREET HARTFORD, CT 06103 USA DIRECTOR PHILIP J. LEMBO 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR WERNER J. SCHWEIGER 107 SELDEN STREET BERLIN, CT 06037 USA Business entity stock is publicly traded: ❑ The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No. of shares Total par No.of shares value CWP $ 1.00 5,000 $ 5000.00 1 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing Note: Additional information that is not available on this system is located in the Card File. View filings for this business entity: ALL FILINGS Amended Foreign Corporations Certificate ' Annual Report Annual Report - Professional _<-` ` Application for ReinstatementEl View filings Comments or notes associated with this business entity: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=060810627&S... 5/3/2018 I Mass. Corporations, external master page Page 3 of 3 v New search I http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=060810627&S... 5/3/2018 r Mass. Corporations, external master page Page 1 of 2 William Francis Galvin a 1Secretary of • • of s ry a�^O Corporations Division Business Entity Summary ID Number: 000674893 lRequestcertificate New search Summary for: NSTAR ELECTRIC & GAS CORPORATION The exact name of the Domestic Profit Corporation: NSTAR ELECTRIC & GAS CORPORATION The name was changed from: NSTAR SERVICES CORPORATION on 05-03-2001 Merged into EVERSOURCE ENERGY SERVICE COMPANY on 01-01-2014 Merged with COM/ENERGY SERVICES COMPANY on 08-02-2001 Entity type: Domestic Profit Corporation Identification Number: 000674893 Old ID Number: 000000000 Date of Organization in Massachusetts: 09-27-1999 Date of Merger: 01-01-2014 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 800 BOYLSTON ST. City or town, State, Zip code, BOSTON, MA 02199 USA Country: The name and address of the Registered Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL ST., STE 700 City or town, State, Zip code, BOSTON, MA 02110 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT THOMAS I. MAY 800 BOYLSTON STREET BOSTON, MA 02199 USA TREASURER PHILIP J. LEMBO 800 BOYLSTON STREET BOSTON, MA 02199 USA SECRETARY RICHARD ]. MORRISON 800 BOYLSTON STREET BOSTON, MA P 02199 USA DIRECTOR THOMAS I. MAY http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000674893 5/3/2018 Mass. Corporations, external master page Page 2 of 2 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR DAVID R. MCHALE 56 PROSPECT STREET HARTFORD, CT 06103 USA DIRECTOR JAMES J. JUDGE 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR GREGORY B. BUTLER 56 PROSPECT STREET HARTFORD, CT 06103 USA DIRECTOR CHRISTINE M. CARMODY 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR JOSEPH R. NOLAN JR. 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR LEON J. OLIVIER 56 PROSPECT STREET HARTFORD, CT 06103 USA Business.entity stock is publicly traded: ❑ The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No. of shares Total par No.of shares value ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS 771. Administrative Dissolution Annual Report Application For Revival I< ; Articles of Amendment View filings Comments or notes associated with this business entity: New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000674893 5/3/2018 ASR Registration 1065307 Page 1 of 2 ASR Registration Search Registration 1065307 4�r Map Registration r Registration Detail Reg Number 1065307 Status Constructed File Number A0075964 Constructed 08/01/1979 EMI No Dismantled NEPA No Antenna Structure Structure Type TOWER - Free standing or Guyed Structure used for Commu Location (in NAD83 Coordinates) Lat/Long 41-41-02.0 N 070-20-55.0 W Address SERVICE RD SHOOT FLYING City, State BARNSTABLE , MA HILL Zip 02668 County BARNSTABLE Center of Position of AM Array Tower in Array Heights (meters) Elevation of Site Above Mean Sea Level Overall Height Above Ground (AGL) 46.0 78.0 Overall Height Above Mean Sea Level Overall Height Above Ground w/o Appurtenances 124.0 73.0 Painting and Lighting Specifications FAA Chapters 4, 8, 13 Paint and Light in Accordance with FAA Circular Number 70/7460-1H FAA Notification FAA Study 95-ANE-040-OE FAA Issue Date 03/21/1995 Owner & Contact Information FRN 0003629029 Owner Entity Type Owner COMMONWEALTH ELECTRIC P; (508)790-1721 Attention To: DAVID M DE COSTA F: 2421 CRANBERRY HWY E: WAREHAM , MA 02571 Contact P: F: E: Last Action Status Status Constructed Received 06/01/1999 Purpose New Entered 06/02/1999 http://wireless2.fcc.gov/UlsApp/AsrSearch/asrRegistration.jsp?regKey=624796&printable 5/3/2018 ASR Registration 1065307 Page 2 of 2 Mode Mail In (Manual) Related Applications 12/03/2014 A0927781 - Withdrawal (WD) 12/03/2014 A0927781 - Modification (MD) 06/01/1999 A0075964 - New (NE) Comments Comments None History Date Event 12/04/2014 ASR Application receipt letter sent 12/03/2014 FRN association letter send Automated Letters 12/04/2014 Application Receipt, Reference 836895 12/03/2014 FRN Association, Reference 836885 CLdS�WINDC?YV http://wireless2.fcc.gov/UlsApp/AsrSearch/asrRegistration.jsp?regKey=624796&printable 5/3/2018 i r ASR.Registration 1065307 http-Hwireless2.fcc.gov/U1sApp/AsrSearch/asrRegistration.jsp?regK... IFederal. FCC Home Search j Updates I E-Filing Initiatives For Consumers Find PeopleCommission ,� MM Antenna Structure Registration FCC >WTB>ASR>Online Systems >ASR Search FCC Site Map ASR Registration Search Registration 1065307 [HELP New Search & Return to Results 'Printable Page .A.Map Registration Registration Detail Reg Number 1065307 Status 'Constructed File Number A0075964 Constructed 08/01/1979 EMI No Dismantled NEPA No Antenna Structure Structure Type TOWER - Free standing or Guyed Structure used for Commu Location (in NAD83 Coordinates - Convert to NAD27) Lat/Long 41-41.-02.0 N 070-20-55.0 W Address SERVICE RD SHOOT FLYING City,.State BARNSTABLE , MA HILL Zip 02668 County BARNSTABLE. Center of Position of AM Array Tower in Array Heights (meters) Elevation of Site Above Mean Sea Level Overall Height Above Ground (AGL) 46.0 78.0 Overall Height Above Mean Sea Level Overall Height Above Ground w/o Appurtenances 124.0 73.0 Painting.and Lighting Specifications FAA Chapters 4; 8, 13 Paint and Light in Accordance with FAA Circular Number 70/7460-1H FAA Notification FAA Study 95-ANE-040=0E FAA Issue Date 03/21/1995 Owner&Contact Information: FRN 0003629.029 Owner Entity Type Owner COMMONWEALTH ELECTRIC P: (508)790-1721 Attention To: DAVID M DE COSTA F: ' 2421 CRANBERRY HWY E: WAREHAM , MA 02571 1 of t;rE,72Sou jeCE- P60—,.> <2—?Vo6 5/1/2018,4:58 PM Mass. Corporations, external master page Page 1 of 2 1 � William Francis Galvin ct a c. ..,. Secretary of the Commonwealth of MassachusettsfY g'0 Corporations Division Business Entity Summary ID Number: 041278810 lRequestcertificate New search Summary for: NSTAR ELECTRIC COMPANY The exact name of the Gas and Electric Companies: NSTAR ELECTRIC COMPANY The name was changed from: BOSTON EDISON COMPANY on 01-01-2007 The name was changed from: EDISON ELECTRIC LUMINATING COMPANY OF BOSTON on 07-16-1937 Merged with BOSTON EDISON MERGECO ELECTRIC COMPANY, INC. on 05-20-1998 Merged with CAMBRIDGE ELECTRIC LIGHT COMPANY on 01-01-2007 Merged with CANAL ELECTRIC COMPANY on 01-01-2007 Merged with COMMONWEALTH ELECTRIC COMPANY on 01-01-2007 Merged with WESTERN MASSACHUSETTS ELECTRIC COMPANY on 12-29-2017 Entity type: Gas and Electric Companies Identification Number: 041278810 Old ID Number: 000033603 Date of Organization in Massachusetts: 01-08-1886 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 800 BOYLSTON STREET, 17TH FLOOR City or town, State, Zip code, BOSTON, MA 02199 USA Country: The name and address of the Resident Agent: Name: CORPORATION SERVICE COMPANY Address: 84 STATE STREET City or town, State, Zip code, BOSTON, MA 02109 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT CRAIG A. HALLSTROM 800 BOYLSTON STREET BOSTON, MA 02199 USA TREASURER CHRISTINE L. VAUGHAN 247 STATION DRIVE WESTWOOD, MA 02090 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=041278810&S... 5/3/2018 Mass. Corporations, external master page .Page 2 of 2 SECRETARY RICHARD J. MORRISON 800 BOYLSTON STREET BOSTON, MA 02199 USA CLERK RICHARD J. MORRISON 800 BOYLSTON STREET BOSTON, MA 02199 USA j DIRECTOR PHILIP J. LEMBO 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR WERNER J. SCHWEIGER 107 SELDEN STREET BERLIN, CT 06037 USA DIRECTOR JAMES J. JUDGE 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR GREGORY B. BUTLER 56 PROSPECT STREET HARTFORD, CT 06103 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing Note: Additional information that is not available on this system is located in the Card File. View filings for this business entity: ALL FILINGS Annual Report y Application For Revival Articles of Amendment ' >t Articles of Consolidation - Foreign and Domestic v view filings Comments or notes associated with this business entity: New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=041278810&S... 5/3/2018 Mass. Corporations, external master page Page 1 of 1 ct y William Francis Galvin Secretary J a of • • of Corporations Division Business Entity results Number of records: 9 Print results Entity Name ID Number Old ID Address Number COMMONWEALTH ELECTRIC & 046078886 1 HAYWARD ST MFG., INC. CAMBRIDGE, MA 02142 USA COMMONWEALTH ELECTRIC 410200440 P.O. BOX 81827 1901 "Y" COMPANY STREET LINCOLN, NB 68501 COMMONWEALTH ELECTRIC 041659070 800 BOYLSTON ST. COMPANY BOSTON, MA 02199 USA COMMONWEALTH ELECTRIC 470708027 1901 Y ST., SUITE 100 COMPANY OF THE MIDWEST LINCOLN, NE 68503 USA COMMONWEALTH ELECTRIC 042533434 170 WORCESTER ST SERVICE, INC. WELLESLEY HILLS, MA 02181 USA COMMONWEALTH 043028516 000286356 6 BRUCE CIRCLE ELECTRICAL CONTRACTORS, RANDOLPH, MA 02368 USA INC. COMMONWEALTH 043294518 000519614 242 RIVERBEND DR. ELECTRICAL SERVICES, INC. GROTON;MA 01450 USA COMMONWEALTH 000965597 167 MEMORIAL DR. ELECTRICAL TECHNOLOGIES SHREWSBURY, MA 01545 USA LLC COMMONWEALTH 261648805 125 BLACKSTONE RIVER ROAD ELECTRICAL TECHNOLOGIES, WORCESTER, MA 01607 USA INC. New Search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSearchResults.aspx 5/3/2018 � Town of Barnstable Buildiri g ' '.- Post This Card So�That it'is Visible�From�the Stcee in this Cacd Must�be.Kept< * • � Posted Until Final Inspection Has Been-Made.•3 Permit ,� �nod• Where a Certificate=of Oceupancyis Required,'such Building>shell�Not�be.Oceupied�until aiFinal�lnspettion'has;been made: Permit No. B-17-2156 Applicant Name: JEFFREY SYKIER �. Approvals' Date Issued: 07/25/2017 Current Use: Structure Permit Type: Building="Addition/Alteration-Commercial Expiration Date: 01/25/2018 foundation: Location: 2059 SERVICE"ROAD,WEST'BARNSTABLE Map/Lot: 214010 Zoning District: 'AF Sheathing: Owner on Record: COMMONWEALTH ELECTRIC Contractor,Name* �JEFFREY:SY.KIER framing: 1 Address: PROPERTY'TAX�DEPT ' , - � x Contrast .License: CS-106586 2 HARTFORD,.CT 06141 0270 E st Project Cost: $�20,000:00 Chimney: 'Description: attach 5':5 Ib antennas"to existing tower at 165',170';.175,180',190', Kermit Fee: $-282.00 _ Insulation: 195,200., Fee PaidN ' S`282:00 { Y Final: 'NOTE-'SEE EMAIL: 9ANTENNAS ARE'BEING°INSTAItED NxTiHE NOTED Date: 7/25/2017 LOCATIONS. RMCK ' Project Review Req: `attach•S 5 lb antennas to existingtower at 165;,170,175, � ' i i x ,� .., 180,�. - ,; ��. :. ,Rough Plumbing: 190',`195',200',205' Building Official 'Final Plumbing: NOTE:SEE EMAIL. 9ANTENNAS ARE BEINGiWSTALLED-IN THE Rough Gas; NOTED LOCATIONS. RMCK This permit shall be deemed abandoned and invalid"unless the work author zed",byAhis permit-is commenced within sikmonths aft t�jtsuance. Final Gas: All.work authorized by this permit shall conform to the approved application,and t e approved construction'docume%for which this permit has been granted. All construction,alterations and changes of use'of any building'and structuresshall be in compliance with-the�local zoning`by�laws:and codes. - Electrical This permit shall be displayed in a location clearly visible from access street or road`andishall be rriamtainedr'openifor public,inspection for the entire duration of the < � . Service: work until the completion of the same... � � � - :. � Rough:. The Certificate of Occupancy will not be issued until all applicabie'signatures�by the,Building andFiretOffcials areaprovided on Phis permit. . Minimum of Five Call Inspections Required for All Construction Work: final: 1.Foundation or Footing 2.Sheathing Inspection h: ' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completedpriorto Frame Inspection Low Voltage Final' 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,;Plumbing,and`Mechanical nstallations.; Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department. Persons contractingwith.unregistered istered contractors do not have access to the guaranty g g anty fund"-(as set forth in IVIGL ca42A). ` Final• Town of Barnstable Building s '' Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job,and this Card Must be Kept Posted Until Final Inspection Has Been Made. Permit ► Where.a Certificate of Occupancy is Required,such.Building•shall Not.be Occupied untiF a Final Inspection has been made. Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i i Mckechnie, Robert From: Ignacio Formoso <iformoso@trmcom.com> Sent: Tuesday,July 25, 2017 11:04 AM To: Mckechnie, Robert Subject: RE: permit application 2059 Service Road,WB That is correct 9 antennas my mistake. Please let me know if you need anything else 40TRM TOWER RESOURCE MANAGEMENT (Dan) Ignacio Formoso Tower Resource Management, Inc. 16 Chestnut Street Suite 220 Foxborough, MA 02035 mobile: 781-733-1623 fax: 774-215-5423 From: Mckechnie, Robert [ma ilto:Robert.McKechnie@town.barnstable.ma.us] e , Sent:Tuesday,July 25, 2017 10:59 AM To: Ignacio Formoso<iformoso@trmcom com> Subject: FW: permit application 2059 Service Road,WB Ignacio, Could you please clarify or route this to Jeffery? Thank You, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: Mckechnie, Robert Sent: Tuesday, July 25, 2017 10:53 AM To: 'jskyier@trmcom.com' Subject: permit application 2059 Service Road, WB Jeffrey;. i I am reviewing your application to add antennas to the existing tower and need to clarify the number of antennas that you are going to add. Your application states"5 51b+- antennas... at 165' 170' 175' 180' 185' 190' 195'200' 205' ". Seems to me that adds up to 9 antennas, not 5. So please clarify this so that the permit can move forward. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 2 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i Parcel Application # lB-1 � Health Division BUILDING DEPT Date Issued Conservation Division JUL 10 Application Fee Planning Dept. TOWN OF � Permit Fee Date Definitive Definitive Plan Approved by Planning Board BA' NSTASLt Historic - OKH Preservation/ Hyannis `Project Street^Address Z- l Se. c fl Village�`UV Owner l`� s( lq� Address S2iP� C__� GZ-G E Telephone / PRequest Ar Il Ar aS s f(e�'��A-r eko s' °�° e 1.(o3 r �o I '7 S" l t 2�_0C, 20 i' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �oject Valuation 1 O C Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing O new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) m-ems► J6 � J ` �. Telep�o e Number 5�Na Address,( :�� i� ZL:icense.# Home Improvement Contractor# Email Coe" -""I Workers Compensation # tom-' C- 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r ga�I< 1G,NATURV--- DATE -7 6 0 % 7 FOR OFFICIAL USE ONLY APPLICATION # �. -DATE ISSUED F MAP./_PARCEL NO. ADDRESS VILLAGE I OWNER Ir ; DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL R I ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TR . . . WWW.TRMCOM.COM 16 Chestnut Street Suite 420 Foxborough, MA 02035 Convergent Networkmobile: Solutions fax: 774.215.5423 CCR Registered Small BL;siness email: Iformoso@trmcom.com June 27,2017 Town of Barnstable 200 Main Street, Hyannis, MA. 02601 Project: Eversource Antenna Additions. To Whom It May Concern: Eversource,hereby give permission to Ignacio Formoso of TRM to apply for a building permit on our behalf as tower owners, for the installation of new yagi antennas on the existing 240 guyed tower located Off Mid cape Service Rd. Barnstable MA. Project: Eversource Antenna Additions: .Sincerely, sa�� �ril�ic v�7 C et Ttv►c> �N�9i•�peg i i TRM 16 Chestnut Street, Suite 420 Foxboro, MA 02035 TRM '205 ��" 'Ilce ?d Convergent Network Solutions -- June 23, 2017 Town of Barnstable 200 Main Street, Hyannis, MA. 02601 To Whom It May Concern: 1, Jeffrey Sykier, hereby give permission to Ignacio Formoso of TRM to apply for a building permit using my MA Construction Supervisor License Number CS-106586. The building permit is for the following address: Off Mid cape Service Rd. Barnstable MA. Project: Eversource Antenna Additions. Sincerely, y� Jeff Sykier Program Manager MA-CSL-CS-106586 TRM 16 Chestnut Street, Suite 420 Foxboro, MA 02035 n Massachusetts Department of Public Safety ' Board of Building Regulations and Standards License: CS-106586 i•': r� ' � •, Construction Supervisor JEFFREYSYKIER 220 COUNTRY HILL;DR a, NORTH DIGHTON MA027A8+ Expiration: Commissioner 09/1412018 The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations M " a 1 Congress Street, Suite 100 h Q Boston, MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): Tower Resource Management, Inc. Address: 16 Chestnut Street, Suite 420 City/State/Zip: Foxboro/MA/02035 Phone #:617-512-2382 Are you an employer? Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 60+/- 4. ❑ I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors 6. ❑ New construction 2.El am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.t 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] 'Any applicant that checks box 41 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:Zurich American Ins Co Policy#or Self-ins. Lic. #:WC9172410-01 Expiration Date:03/01/2018 .lob Site Address: OFF MID-CAPE SERVICE ROAD City/State/Zip:Barnstable, MA 01862 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 certify d he pains and penalties of perjury that the information provided above is true and correct. Si ature: ( Date:6/28/2017 Phone#: 508 5 839 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i ' TOWER-1 OP ID: DG ACORO` DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1 03/09/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must 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 Insurance Agencies of Ohio NAME: Dan Guarasci 7100 N High St Ste 300 A N Ezt:614-848-3000 a/c No,614-848-7698 Ralph L Guarasci Worthington, 43085-2333 p�REss:dan@iaofohio.com sc INSURERS AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Insurance CO 10677 INSURED Tower Resource Management Inc INSURER B:Zurich American Ins Co 16 Chestnut St,STE 421 Foxborough, MA 02035-1447 INSURER c:Illinois National Ins Co INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYY1 IMMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE PCIOCCUR CPP0817213 01/01/2017 01101/2018 PREMISES Ea occurrence $ 1,000,000 X Contractual MED EXP(Any one person) $ 10,000 X XCU Included PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG 8 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ 1,000,000 A X ANY AUTO CPP0817213 01/01/2017 01/01/2018 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED P BODILY INJURY(Per accident AUTOS AUTOS ( ) $ X HIRED AUTOS N NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE CPP0817213 01/01/2017 01/01/2018 AGGREGATE $ 10,000,000 DED I X I RETENTION$ Nil $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE I I ER B ANY PROPRIETORIPARTNER/EXECUTIVE C9172410-03 MA,MD,NH 03/01/2017 03/01/2018 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDE D9 N/A (Mandatory In NH) CT,DE,ME,NY,VA E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 A Installation Fit CPP0817213 01/01/2017 01/01/2018 Int Fit 600,000 C Prof Liability 027785574 12/05/2016 12/05/2017 E&O 2,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) CERTIFICATE HOLDER CANCELLATION SAMPL-3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN This is a Sample certificate ACCORDANCE WITH THE POLICY PROVISIONS. To receive notice of cancellation please call us at AUTHORIZED REPRESENTATIVE Insurance Agencies of Ohio f PX 4e z,_i ,...� � ©198`8--220/14 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD cS'(TF� PLAw UI tv/ Town of Barnstable BARNWnai.e, Regulatory Services BARNSTABI,E v 1639' Richard V. Scali, Director 1639-2014 -Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 18, 2014 Commonwealth Electric Co./NStar c/o Mr. Michael Johnson Tower Resource Management 16 Chestnut Street, Suite 220 Foxborough, MA 02035 RE: Site Plan Review#031-14 Commonwealth Electric Co. -NStar 2059 Service Road, Barnstable, MA Map 214, Parcel 010 Proposal: Remove and replace existing transmission tower with new model of similar size. The existing fenced in compound, equipment shelter, and propane tank and generator will also be replaced. The new tower will remain on Lot 10 approx. thirty (30) feet from the existing tower. The old tower will be removed and dismantled once the existing equipment is transferred to the new tower. Dear Mr. Johnson: Please be advised that the above proposal has been found approvable subject to the following: • Approval is based upon plans entitled "NStar Shootflying Hill Road, Barnstable", 15 Sheets, dated 6/23/14,prepared by Chappell Engineering Associates, LLC, Marlborough, MA. • Zoning Board of Appeals relief will be required. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). A copy of the approved site plan will be retained on file. Sincerely, c� 4� Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner Zoning Board of Appeals TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q �d Map i Parcel 010 �ApplrMAR Health Division ' '`P1 ;Dat(V1 s ed Conservation Division '(l��' Application Fee Planning Dept. /f; �" �-_ rmit Fee D S ` '1S.0N. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street AddresQs)OM SYvi Ce kDC•S Village Ut,4 per* s b t4. Owner l _nmmi)N WJjA(-r1+ PtCCM1G r1l. Address r)he NS,6e- wood , NA oa016 C NStA Telephone 33 -3r1j? Permit Request Dye -fin -t"�C -( rC+ fhA+ -me r_, --7A- g y,ic� &AicY o,by A 364.6 q�in NS�i+r �eFkS --��(�ce fide exrs• -. �vwr �,,", a �, S-fr �v,J. der -fie sciMe hei�k+ ?.40.S � . P how 1��a W"lil be b�. - 4V 4�Jgyf co8e -1 COY i S+' �'�v,�M wi.I be -(trun 2'� ondr� he-., Square fee : 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District (,�7 P Flood Plain Groundwater Overlay ✓ Project Valuation W4 0 00 Construction Type Lot Size 1. �b acl(es Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 01014 -0 y9 Zoning Board of Appeals Authorization Q,"Appeal # INr11 -$r? (/Recorded C� Commercial YYes ❑ No If yes, site plan review # 0 3/ —I T Current Use Co^,M%JA. Cg'fl'o1!; iqvver Proposed Use C,,MMvn�Cuflv�S -�nwCr APPLICANT INFORMATION T (BUILDER OR HOMEOWNER) Name 7_6E S kicr - Tq-M. Telephone Number 50$ ` 505- 5Q31? Address I(n. Ur-64-Al,/4- S� 5Ut4z Aao License # CS - �d6s�6 DK6(0 U+ � MA 0 a D 3S Home Improvement Contractor# Email tC,- +rm(D con" Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO rg C ape Co�_ bu,,os 4-a( -S636 SIGNATURE DATE J 013 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t MAP/PARCEL NO. ADDRESS VILLAGE OWNER I� DATE OF INSPECTION: FOUNDATION FRAME INSULATION ly FIREPLACE ,t ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED-OUT ASSOCIATION'PLAN NO. r .. ..4 'R 'T , ,M t i January 22, 2015 Zoning Enforcement Officer Town of Barnstable 200 Main Street Barnstable, MA 02630 RE: Request for Permitting Approval Dear Sir or Madam: This letter is to confirm that TRM Inc. has been engaged by NSTAR to perform permitting duties and subsequent construction functions at their current wireless facility in the Town of Barnstable. TRM authorizes any employee to act on its behalf on these matters, but specifically Mr.Jeff Simpson and.Mr. Jeff Sykier. Mr. Simpson serves as a site acquisition agent and handles all permitting matters and Mr. Sykier is a licensed construction supervisor and will oversee all construction services. Thank you for your attention to this matter. Please feel free to contact me with any questions. Justin Leland President Tower Resource Management 16 Chestnut Street,Suite 220 Foxborough, MA 02035 617-510-1115 Cell 774-215-5423 Fax www.trmcom.com Title: President Date: 1/22/15 TRM Inc. 16 Chestnut Street Suite 220 Foxborough, MA 02035 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 Parcel ' V I Application # I Cl" 11 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis P-r—Street Address- Z0-5`7 St-WVte e7(2c> Village Own er- o�r �uvwca.r �.Tk �C�C��r� Address 6�v,0 02D62-0s6> Per it Request � � Q r ` Ab Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new . Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family +❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil . ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use s, APPLICANT INFORMATION (BUILDER OR HOMEOWNER)_ NaN vLCS0(77ih� ,-Tele^flone,'N--ber,, 799 04-S 7 ' 'Address-r, S` .,License-#+ OS 2 U 2 Home Improvement Contractor# Email �H2�S i 1 BULL -Worker's-Co pen sation.#,1 4-oR] ALL CONSTRUCTIO BRIS U NG FROM THIS PROJECT WILL BETAKEN TO SIGNATUR DATE FOR AFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r ; ADDRESS VILLAGE OWNER t i ,t x DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL' ', PLUMBING: ROUGH FINAL ' M GAS: ROUGH FINAL - FINAL BUILDING i '� •r r e >, DATE'CLOSED OUT ASSOCIATION PLAN NO. f L4 xl� salIndustrial Communications&Electronics,Inc. Industrial Tower and Wireless,LLC .4tr' ommunications® Industrial Communications,LLC 40 Lone Street Marshfield,Massachusetts 02050 781-319-1111•Fax 781-837-4000 www.industdalcommunicaUons.com November 8, 2012 Mr.Tom Perry Building Inspector Town of Barnstable 200 Main St Barnstable, MA 02601 Dear Mr. Perry This letter serves notice that Chris Mitchell is employed by Industrial Communications as a Supervisor within our construction department. If you have any questions please do not hesitate to contact me. Sincerely Thomas Lennon Vice President/Secretary Michael F.Hayhurst Vice President . Electric System Operations Massachusetts EVERS_URCE ENERGY 1165 Massachusetts Avenue Dorchester,MA 021'25 617-541-7093 m ich.el .hayh u rst@eve rsou rce.com 1� Town of Barnstable Regulatory Services Richard V.Scali,Interim Director tea+' Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR • ,owner of property located at hereby certify that k1LerS,o kyv\ lok, ( is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#Jail 5-a3,:�7 issued on a�a3 201-5- - i I understand that the project under construction must cease until a successor licensed i Construction Supervisor, is submitted on the records of the Building Division. I PROPE OWNER DATE iq/forms/newcontrowner reference R-5 780 CMR rrv:103113 I , The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .� Please Print Legibly �� Name (Business/Organization/Individual): �/ Z;'uSTM 44C L�f//��y Zzz Address: 40 Lowe 57 City/State/Zip: lt,, Sf11 /6fp `e4�_ Phone #: 7Fl-219 - 1-01* Are yo employer? Check the appropriate box: Type of ject(required): 1. I am a employer with� 4. El 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. $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL I L❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other *Any 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ow t TrG� 5'r t���' J c S� �B• Policy#or Self-ins. Lic.#: 4-08-7 Zd��_57$ Expiration Date:____ Job Site Address: Z659 S1LI-W 4/rC&_ City/State/Zip: ,( 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 certify er ai s of perjury that the information provided above is true and correct. Si ature: �+ Date: co �Ti TC7 Phone#: 2-749 -?%F37 Official use only. Do not write in this area,to be completed by city or town official. I City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I ®AC,ORV CERTIFICATE OF LIABILITY INSURANCE DATE(M 26/20MIDDIYYYY) • 5/ 6/2015 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 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 endorsements. PRODUCER CONTACT NAME: The Driscoll Agency, Inc. PHONE FAx - A/C No 93 Longwater Circle E-MAIL P.O. Box 9120 ADDRESS: Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURER A INSURED 2066 INSURER B:Un*ted States Fore Insurance Co Z1113 Industrial Communications&Electronics, Inc. INSURERC: Industrial Tower&Wireless, LLC D:CrUM&Forster Indemnity Company Industrial Communications, LLC;40 Lone Street Marshfield MA 02050-2102 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1796324607 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 ADDLSUBR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MMIDD B GENERAL LIABILITY 5439910923 /1/2015 /1/2016 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTEU X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $300,000 XCLAIMS-MADE IT]OCCUR MED EXP(Any one person) $15,00q0 ContractualLiab PERSONAL&ADV INJURY $1,000.000 X XCU GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 POLICY X PRO LOC $ D AUTOMOBILE LIABILITY 1337358141 /1/2015 /1/2016 UUM Ea accident $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED fl SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIREDAUTOSNON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C X UMBRELLA LIAB N OCCUR 5811038064 /1/2015 /1/2016 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s20,000,000 DIED I I RETENTION$ $ B WORKERS COMPENSATION 4087256058 /1/2015 /1/2016 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N Y LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000.000 OFFICERIMEMBER EXCLUDED? N� N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1,000,000 Ifs,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Installation Floater QT660221D1260TIL15 /1/2015 /1/2016 Job Site $300,000 In Transit $100,000 Temp Location $200,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I �,►,� � Town of Barnstable Regulatory Services sntuvAM Richard V.Scali,Interim Director i01ED 39� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY &rr&o&f�C3LG , Construction Supervisor License # 6577_//Z , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# /9 ZaSo337 , issued to (property address) ZO, 'i 7L✓/G� ea on be) , 201.5 The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) LICENSE MTEDER DATE q/forms/newcontrb rev:103113 Massachusetts-Department of Public Safety ` Board of Building Regulations and Standards Construction Supervisor License: CS-052112 ChristopherH Mitdiell���`�� �f B Alden Road 7 Lak"J le MA 02147 � =�' Expiration Commissioner 12105/2016 Town of Barnstable i Regulatory Services HAM Richard V.Scali,Interim Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR owner of property located at n. 4 C-c.b�C ,hereby certify that �e`��'ce.�Su�� �,► kMm Mo5e(o is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#'Z a��5�331 ,issued on web . d3 20 Ir I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. P10PERTY OWNERNJ DATE q/formsfiewcontrowner reference R-5 780 CMR rev:103113 oA� r • • ,iuuVsn�us, r RAW Town of Barnstable Regulatory Services Richard V.Scall,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I QSJxM Mon U-eq 4k L �-q1 e- ,as Owner of the subject property t L 1 hereby authorize V S �Y CIS �� to act on my behalf, in all matters relative to work authorized by this building permit application for. oS`i Vic- c Ars4cdb(9-. I (Address of Job) Q Sign a of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\DecolliklAppData\Local\MicrosoR\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHRW"RFSS.doc Revised 040215 dP� 9. Town of Barnstable j Regulatory Services Richard V.Scali,Director [ Building Division i Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 I www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 1 Property Owner Must f Complete and Sign This Section 1 If Using A Builder I_ \M,�ta�weS. �lkrcXYzi� y. t� ��"�` w�is Owner of the subject property hereby authorize C-h6e' c?r�c�C_ to act on my behalf, in all matters relative to work authorized by this building permit application for. 0205�( J eP \J (Address of Job) i f Signature of Ownevi Date c `rc.0 �.4 h yr f Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Dewilik\AppData\LocalWicrosoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Shootflying Hill Road (TRM/NSTAR) Date: August 29,2014 Property Address: Off Mid-Cape Service Road,Barnstable MA 01862 Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Replace existing guy anchored tower and communications equipment building and associated equipment with proposed new guy anchorded tower and communications equipment building. I,James M.Fitzgerald,MA Registration Number: 46833 Expiration date: 06/30/2016 , 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 X Other: Entire Project 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, (780 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 su it to th ial a `Final Construction Control Document'. S� M. 9c�G Enter in the space to the right a"wet or o ZG electronic signature and seal: stoN Phone number: 508-481-7400 mail: jfitzgeral chappellengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Version 06 11 2013 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 U9www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Tower Resource Management, Inc Address: 16 Chestnut Street, Suite 220 City/State/Zip: Foxborough / MA/02035 Phone #: 617-512-2382 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 80+/- 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 2]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LF] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any 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: Zurich American Ins Co Policy#or Self-ins.Lic.#: WC9172410-02 Expiration Date: 3/1/15 Job Site Address: 2059 Service Road City/State/Zip: Barnstable/MA/02668 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 certi a the pains and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r TOWER-1 OP ID: MM ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE 01 11 5(MM/201 5Y) `—� 01/1512015 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 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 NAOhIff'T Ma Ellen Mathews Insurance Agencies of Ohio PHONE FAX 7100 N High St Ste 300I.C.Ne Ell:614-848-3000 AIc No):614-848-7698 Worthington,OH 43085-2333 AnDREss:maryellen@lAof0hio.com Ralph L Guarasci INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Insurance Co 10677 INSURED Tower Resource Management Inc INSURER 8:Zurich American Ins Co 16 Chestnut St,STE 220 Foxboro,MA 02035-1447 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 ADOL SUB POLICY NUMBER MM/DDIYYYY MM POLICY EFF POLICY EXP LTR /DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED CLAIMS-MADE FRI OCCUR CPP0817213 01/01/2015 01/01/2016 PREMISES Ea occurrence $ 500,000 X Contractual MED EXP(Any one person) $ 10,00 X XCU Included PERSONAL BADVINJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY a EC LOC PRODUCTS-COMP/OPAGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A X ANY AUTO CPP0817213 01/01/2015 01/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED HIRED AUTOS r accident X X AUTOS $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,00 A EXCESS LIAB CLAIMS-MADE CPP0817213 01/01/2015 01/01/2016 AGGREGATE $ 5,000,00 DED I X I RETENTION$ Nil $ WORKERS COMPENSATION XPER AND EMPLOYERS' IA LBILITY STATUTE ER H B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N C9172410-02 MA,MD,NH 03/01/2014 03/01/2015 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) CT,DE,ME,NY,VA E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under IDESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 A Installation Float CPP0817213 01/01/2015 01/01/2016 inst Fltr 600,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate Holder is an Additional Insured for General Liability coverages per GA233 - Automatic Additional Insured CERTIFICATE HOLDER CANCELLATION BLANK-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SPECIMEN ACCORDANCE WITH THE POLICY PROVISIONS. For the Purpose of Evidencing Coverage Only AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Massachusetts -Department of Public Safety Board of Building Regulations and Standards Cnnstructi(m Supervisur « License: CS-106586 �? .. . JEFFREY SYYCIEg` ' 39 DEARTRACKDRIVE Taunton:MA 02780 a )i fit�. commissioner Expiration C� 09/14/2016 to Mass. Corporations, external master page Page 1 of 2 ?g t TIr William Francis Galvin i b Secretary �a oftheCommonwealth ofMassachusetts Corporations Division Business Entity Summary ID Number: 041278810 Request certificate( New search Summary for: NSTAR ELECTRIC COMPANY The exact name of the Gas and Electric Companies: NSTAR ELECTRIC COMPANY The name was changed from: BOSTON EDISON COMPANY on 01-01-2007 The name was changed from: EDISON ELECTRIC LUMINATING COMPANY OF BOSTON on 07 -16-1937 Merged with BOSTON EDISON MERGECO ELECTRIC COMPANY, INC. on 05-20-1998 Merged with CAMBRIDGE ELECTRIC LIGHT COMPANY on 01-01-2007 Merged with CANAL ELECTRIC COMPANY on 01-01-2007 Merged with COMMONWEALTH ELECTRIC COMPANY on 01-01-2007 Entity type: Gas and Electric Companies Identification Number: 041278810 Old ID Number: 000033603 Date of Organization in Massachusetts: 01-08-1886 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 800 BOYLSTON STREET City or town, State, Zip code, BOSTON, MA 02199 USA Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL ST., STE 700 City or town, State, Zip code, BOSTON, MA 02110 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT CRAIG A. HALLSTROM 800 BOYLSTON STREET BOSTON, MA 02199 USA TREASURER PHILIP ]. LEMBO 800 BOYLSTON STREET BOSTON, MA 02199 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 1/26/2015 Mass. Corporations, external master page Page 2 of 2 SECRETARY RICHARD J. MORRISON 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR GREGORY B. BUTLER 56 PROSPECT STREET HARTFORD, CT 06103 USA DIRECTOR JAMES J. JUDGE 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR THOMAS J. MAY 800 BOYLSTON STREET BOSTON, MA 02199 USA DIRECTOR WERNER J. SCHWEIGER 107 SELDEN STREET BERLIN, CT 06037 USA 0- 0 Confidential 0 Merger 0- Consent Data Allowed Manufacturing Note: Additional information that is not available on this system is located in the Card File. View filings for this business entity: ALL FILINGS Annual Report Application For Revival Articles of Amendment Articles of Consolidation - Foreign and Domestic View filings Comments or notes associated with this business entity: New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 1/26/2015 Mass. Corporations, external master page Page 1 of 2 -{ a 93, William Francis Galvin Secretary of the Commonwealth of Massachusetts fl A ti `• V S `tea Corporations Division Business Entity Summary ID Number: 043210450 Request certificate I New search Summary for: NETWORK SYSTEMS ENGINEERING, INC. The exact name of the Domestic Profit Corporation: NETWORK SYSTEMS ENGINEERING, INC. Entity type: Domestic Profit Corporation Identification Number: 043210450 Old ID Number: 000432830 Date of Organization in Massachusetts: 06-14-1993 Date of Involuntary Dissolution by Court Last date certain: Order or by the SOC: 05-31-2007 Current Fiscal Month/Day: 05/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: Address: 2 OSPREY RD. City or town, State, Zip code, SHARON, MA 02067 USA Country: The name and address of the Registered Agent: Name: ARUNA RABARI Address: 2 OSPREY RD., City or town, State, Zip code, SHARON, MA 02067 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT ANIL RABARI 2 OSPREY RD., SHARON, MA 02067 USA TREASURER ANIL RABARI 2 OSPREY RD., SHARON, MA 02067 USA Business entity stock is publicly traded: fJ The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Class of Stock Par value per share Total Authorized Total issued and outstanding http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 1/26/2015 Mass. Corporations, external master page Page 2 of 2 No. of shares Total par No. of shares value r Confidential r Merger r Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution i Annual Report ` Application For Revival Articles of AmendmentPEI •.1 _I__ _L / L_.1_._ Imo.._.__._J_._ View filings Comments or notes associated with this business entity: RF.O New search I http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 1/26/2015 DF-C(s C) � y i i 4 . E-U-1 23608 F's 106 -00F61138 1 2-31-2'0 e 1 4- a 12 e 53p- s Town of Barnstable Zoning Board of Appeals Decision and Notice Variance No. 2014-048—Commonwealth Electric Company(NSTAR) Amendment to Use Variance No. 1978-087 To remove an existing transmission tower and construct a new tower of no greater height Summary: Granted with Conditions Petitioner: Commonwealth Electric Company(NSTAR) Property Address: 2015,2039 and 2059 Service Road,West Barnstable Property Owner: Commonwealth Electric c/o NSTAR Electric Co Assessor's Map/Parcel: Map 214, Parcels 008,009,010 T_:` ._:.;L,; ^r^t Zoning: Residence F,Groundwater Protection Overlay „' ;- 11'LL I�J!NN J LL1114;',,, ' Hearing Date: November 12, 2014 `-'_L+ �'r��'J j •ril Recording Information: Deed: Book 1922 Page 201 j Background&Relief Requested Tower Resource Management(TRM), on behalf on NSTAR,filed a request to amend an existing use variance to remove a transmission tower and ground equipment and to reconstruct a new guyed, lattice- style tower approximately 30 feet from the site of the existing installment.According to information submitted by the Applicant,the tower was constructed in 1979. The new tower will be "of the same size" as the existing tower;the proposed height of the new tower was not to exceed the height of the existing tower.The tower will be unmanned and access to the site restricted.The tower will be for NSTAR use only and will not be leased to outside agencies/companies. The subject property is comprised of three parcels located off of the Service Road,just south of the Mid- Cape Highway and north of Shootflying Hill Road. The property is owned by NSTAR. The total area of the three adjoining parcels is 5.29 acres. A 270 foot wide Commonwealth Electric easement and transmission lines run to the south of the site. The Zoning Board granted Variance No. 1978-87 to New Bedford Gas& Edison Light Co.for"construction of a microwave radio transmitting tower" up to 257 feet high "to protect the public good and to facilitate service by the Electric Company in times of emergency." Although not explicit, relief was granted from use and from height requirements. The submitted plans show two dish antennas,three "yagi" antenna,and four whip antennas proposed on the new tower. One whip antenna extends above the tower and has a maximum height of 252 feet. The maximum height of the antenna remains less than the 257 feet authorized by the original variance. The tower will be accompanied by a 35'x 45'equipment compound, enclosed by an 8' high chain-link fence. Within the compound will be a 12'x 20' equipment shelter,a 60KW generator,and a 250 gallon propane storage tank. Access to the site is provided by a gravel drive off of the Service Road that runs through adjacent property owned by the Centerville-Osterville-Marstons Mills;Fire Department. Procedural&Hearing Summary Appeal No. 2014-048 for modification of Use Variance No. 1978-87 was filed at the Town Clerk's Office and office of the Zoning Board of Appeals on October 6, 2014 and amended on October 21, 2014. A signed and notarized letter from NSTAR authorized Tower Resource Management(TRM)to act on their behalf before the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 12, 2014 at which time C`6 Town of Barnstable'Zoning Board of Appeals—Decision and Notice Variance No.2014-048—NSTAR the Board found to grant the variance modification subject to conditions. Board Members deciding this appeal were Craig Larson, Brian Florence, George Zevitas, Herbert Bodensiek. Attorney Edward Pare,Jr.of Brown and Rudnick, counsel to NSTAR, represented the Applicant before the Board. He provided a summary of the relief sought and a history of the site and the relief previously granted. He reviewed the details of the proposed reconstruction with the Board. He clarified that the tower would be for NSTAR use only and not leased to commercial providers.The Board asked about FAA approval and Attorney Pare agreed that those approvals would be verified prior to issuance of building permits. In response to a question from the Board, Lead NSTAR Engineer Darrell Peterson confirmed the propane would allow the backup generator to operate for up to 24 hours. The Board Chair requested public comment and no one spoke. Findings of°Fact .;, 11 .E' At the hearing on November 12, 2014,the Board unanimously made the following findings of fact for Appeal No. 2014-048, a request by NSTAR to raze and reconstruct a 240.5'transmission tower: 1. Commonwealth Electric Company(NSTAR) applied for an amendment/modification of Variance No. 1978-087 to remove an existing 240.5'tall guyed transmission tower and construct a new tower of the same size, height and style. Additionally, they sought to remove and replace the existing fence, compound,and equipment shelter and to install a propane fueled emergency back-up power generator, propane tank and associated equipment. 2. The subject property is located at 2059, 2015 and 2039 Service Road,West Barnstable, MA as shown on Assessor's Map 214 as Parcels 008, 009, and 010. It is in the Residence F and Groundwater Protection Overlay Zoning Districts. 3. Through the issuance of Variance No. 1978-87,the site has beenishown to meet the statutory requirements of MGL Chapter 40A,Section 10 for granting a variance. There are circumstances related to soil conditions,shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located and a literal enforcement of the provisions of the zoning ordinance would involve substantial hardship,financial or otherwise to the petitioner. 4. The proposed amendment to the use variance may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. E 5. The current function of the tower will not change as a result of the reconstruction. The tower will remain for NSTAR use only. 6. The Site Plan Review Committee approved the proposed plan on September 18, 2014. 7. The proposal meets all of the requirements of Section 240-107 Requirements for all personal wireless facilities in all zoning districts. The vote to accept the findings was: AYE: Craig G. Larson, Brian Florence,George T.Zevitas, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Appeal No. 2014-048 subject to the following conditions: 1. The request for an amendment of Variance No. 1978-87, is granted to Commonwealth Electric Company(NSTAR)to allow the removal of an existing 240.5'tall guyed transmission tower and Page 2 of 4 Town of Bamstable Zoning Board of Appeals—Decision and Notice Variance No.2014-048—NSTAR construction of a new tower;the removal and replacement of the existing fence, compound, and equipment shelter; and the installation of a propane fueled emergency back-up power generator, propane tank and associated equipment at 2015, 2039 and 2059 Service Road,West Barnstable. 2. The improvements shall be installed as shown on the plans entitled "NSTAR Shootflying Hill Road", dated October 30, 2014,fifteen pages, stamped by David Chappel, RPE. 3. The height of the tower and all antennas and appurtenant equipment shall not exceed 257 feet, as authorized by Variance No. 1978-87. i 4. The Applicant shall provide a decommissioning bond to cover thecost of removal and disposal of the existing tower in the event that the Applicant fails to comply with;the requirement to remove the tower. To determine the amount of the bond,the Applicant shallsubmit a fully inclusive estimate of the costs associated with removal and disposal, prepared by a qualified Professional Engineer. The amount and form of the performance bond shall be acceptable to;the Town Attorney. If the Applicant fails to remove the tower in accordance with the conditions of this variance,the Town may enter the property and physically remove the tower. 5. All work shall be completed in accordance with the requirements'of the Site Plan Review approval dated September 18, 2014. 6. Any proposed change in the use of the tower or proposed lease of space on the tower to companies or agencies other than the Applicant shall require review and approval by this Board. 7. Confirmation of Federal Aviation Administration approval for the tower shall be submitted to the Building Commissioner prior to issuance of building permits. 8. A structural certification for the new tower shall be submitted to the Building Commissioner prior to issuance of building permits. 9. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office!and the Building Division prior to issuance of building permits. The vote was: a AYE: Craig G. Larson, Brian Florence, George T.Zevitas, Herbert K. Bodensiek NAY: None Ordered . Appeal No. 2014-048, an amendment of Variance No. 1978-087,to remove and reconstruct a 240 .5' tall transmission tower at 2059, 2015 and 2039 Service Road,West Barnstable has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any,shall be made pursuant to MGL Chapter 40A,Section 17, within twenty days after the date of the filing of this decision, a copy of whic .musrI5 foci n_T office of the Barnstable Town Clerk!. rg76:Larson, Chair Date Signed Page 3 of 4 Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No. 2014-048—NSTAR i I,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. i Signed and sealed this day of under the pains and penalties of perjury. I a.:99:9dd YJ., Ann Quirk,Town Clerk ® •� wd;;' ` °• '< °o�\\ ,rdr +R9691Adz. i i t i f i Page 4 of 4 i o Assessing Division 367 Main Street,Hyannis MA.02601 www.town.barnstabie.ma.us Office: 509-8624022 :Jeffery A.Rudziak,MAA j SAX; 508-862 4722 Director of Assessing ABUTTERS LIST CERTIFICATION October 44; 2014 RE: Adjacent Abutters List For Parcel(s) : 214-008 2015 Service Rd. West Barnstable, MA 02668 For Parcel 214-0.09 2039 Service Rd. West Barnstable, MA 02668 For Parcel: 214-010 2059.Service Rd. West Barnstable, MA 02668 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as.required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Zoning Boarld of Appeals (ZBA) Abutter List for Map & -- Parcel(s)o '214006','214009','214010' -- Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 21 Close Map&Parcel Ownerl Owner2 Addressi Address 2`: Mailing Country Deed CityStateZip PERRY, MICHAEL T WEST 194049 SR&DENISE A 9 CAPN JACS RD BARNSTABLE, 122 3 6/00 2 MA 02668 194050 CASEY, LEO F JR 26 TERN LANE CENTERVILLE, &FLORENCE L MA 02632 4859/149 CHRISTOPOULOS,A& 194051T00 HAARRYRY ' %CHRISTOPOULOS, CENTERVILLE, CHRISTI &NE HARRY&CHRISTINE 28 CAP'N JAC'S RD MA 02632 4890/170 RISTOPOULOS, HA 194051W00 HA %CHRISTOPOULOS, CENTERVILLE, HARRY A& HARRY&CHRISTINE 28 CAP'N JAC'S RD MA 02632 4890/170 CHRISTINE. 194052T00 CUMMINGS,CHUCK 34 CAP'N JAC'S CENTERVILLE, 223 29/12 3 ALEXANDER ROAD MA 02632 194052W00 CUMMINGS,CHUCK 34 CAP'N JAC'S CENTERVILLE, 223 29/12 3 ALEXAND'ER ROAD MA 02632 194053T00 CHRISTOPOULOS, 40 MADISON NEWTON,MA 2 63 59/21 0 ARIS AVENUE 02460 194053W00 CHRISTOPOULOS, 40 MADISON NEWTON,MA ARIS AVENUE i 02460 26359/210 194054 MACDONALD, BRUCE 44 CAP'N JAC'S RD CENTERVILLE, R&DEBORA L MA 02632 '1 16 0 6/19 5 194055 SILVA,VICENTE D& PO BOX 1691 HYANNIS,MA EDNA M 02601 25465/37 1871 MAIN WEST 194068 STOVICH,PETER E STREET BARNSTABLE, 26114/38 MA 02668 194069W00 PHILLIPP,ANITA E 45 CAP'N JAC'S RD CENTERVILLE, 146 9 5/32 6 MA 02632 WEST 214007T00 FARIA, DOROTHY P PO BOX 427 HYANNISPORT, 2 5743/11 5 MA 02672 214007W00 FARIA,DOROTHY P .WEST PO BOX 427 HYANNISPORT, 2 5 7 43/11 5 MA 02672 214008 COMMONWEALTH C/O NSTAR ELECTRIC PROPERTY TAX NORWOOD,MA ELECTRIC CO DEPT P O BOX 567 02062-0567 1427/112 214009 COMMONWEALTH C/O NSTAR ELECTRIC PROPERTY TAX p O BOX 567 NORWOOD, MA ELECTRIC CO DEPT 02062-0567 1922/199' 214010 COMMONWEALTH C/O NSTAR ELECTRIC,PROPERTY TAX NORWOOD, MA ELECTRIC, CODEPT P O BOX 567 02062-0567 1922/201 214011 CENTERVILLE/OST/MM 1875 FALMOUTH CENTERVILLE, FIRE DIS RD MA 02632 214063004 DEMORANVILLE, 10 MARTHAS WAY CENTERVILLE, BRUCE E MA 02632-1430 20490/134 214063X01 ST GEORGE, MARION 51 MARTHAS WAY CENTERVILLE, 26179/222 214063X02 ST GEORGE, MARION 51 MARTHAS WAY BARNSTABLE, 261 79/22 2 E ' MA 02630 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/20/2014. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA . 10/20/2014 Town of Barnstable Geographic Information System October 20,2014 194Q20 194021 195029 #550 #625 #661 . 214073214071,-- 29 #2175 214016 . ;. : '..;!: i !•, :ice;/ ° y!; 214030 MID-CAPE HW !W Y E /.S 6 RT i f�•rz / 21 01600 1 ✓_ 2 4014002 7 rr:' F. ST � %; �%J D CA TE 7 :iir'i!S:• 2140 14003 SERVICE RD -;!>• •C-s,. '(•.. -<,.' m =2j4 015 2081 r' !`jam' (�2•'4.�9. 1' •��.^-�' !`i:,��' "!.•,. .:v i. #.'�059:f'�%t ./r>•.-</.•'•.. 214014001 � t ./.. v• ,.,:.i'.: :.. :.,rr,: ��.,. •(J'% /•<!.,:Ate,% '•'!. /,- #28.r r 19 r < < 1941347 9 .,'/i:%i, / "6y,T:,rr�r<,,:4y'`:�l/.=• {r/,'/•:,`.!".nf'^•,.,� =� -.'?t%y%: i%f<% ''+if';r' i'i;/1. 's:. •<.' !i'1•r '-,'�-�4008ii,< ti>l'•. ::r%l.%✓,Y. : ' a'. mil. •r; ,,%`<< ':;'%' 'i'�:< >„/<'J•. .�' 194073VVb0 .;i'' :! /.• /,v�l5 /: f,-/,' 184069UV00:. #97.{ �f:.,,%i'' �:6": !. ii'i<,'/.:"<,; ',•r:'>�''' Kl.fl r IZJ4Q6`3004 f 194070W00:: #45'_:::.::. ;; % ice/;:;:•:' ✓_� w < ;:t ;i`fx '•/. #315 1940 �.: 1 1]i1:V000 yo--r? 'ir,, >/, /`� ,.: r :., �..t..• ii.' 73T00 #65 194U63:.Ud. x/, .�:•r>� .>:+!'rj .. --<?: :'.% •' ::• 214036 184075 #97 194069T00 ; 38(:," •s;1y,l( ryc'�^'•'' :z<�rj�/ .600;�:<ia"r:%/.',:l ,t`::::•::{.:.:;::::.•" 214037 194071T00' 214038X06 #95 #113 194072 #� .,'•' /�?'%^ „r=.'6. O.J ': ri r% ;:',r,:Cy;�i:. ..-.;;.; 7 #75 184d53V1V0. ,,194Wi {'i<.:'>> .!'ll,, -<;Sy%°':%,.,,.at+;'�•:.:;•:'-::;.;..• 214038X04 #55 #256 0 194032 194074 #8� 194058': �#:3�.' ;{'>'' �#:28 ..•y,:�.�. ^^i .';....'.a/;% .,,•yi !.,'•` f'� , #41 �#52' �ltr r �S fr r r :•i•- „214063X0�.: �2140621/u00 #454' #103T ,tg,(�2400� //,( `/✓ >r/-+•:yc 214038X02 214035 �r D 184060 184058 194056-#66i94054 /ff. `l/✓%'r '/r`/'=t f:�,:y �f# 11 214063V1A3 348 015 #113 P N JAC #80 # i .!<>> ,:;{f.'•% ,'. `"?J; �'!ii y;;l ✓i I �a 214062T00 /d a l• ` '•:'.'. i ✓f.: ' , ' - .>.� f•" :,✓:' iG�:, . ;.'_':::.... 214063T03 194081194057# >//J:<<,'.-./,'{'/.=,j,�:•i%.3sl s.;:,''•i.�/;%=.::/;,':>.?a:•p",•<'•lr:>r.a.. .; : ::214063X01': #41 214061194059r#60 51 214038X 05194077 #88 972P X #55184076102 #41 2140112 1 / #15 214060 #80494, 46 P194063 194067 #28 #89 214059 ° 194079 i :,'.: 214005 214045T00 194065 194068 �' #401 #387 #110 #25 #57 214047 EN #1'4 m 194064 d ;;•:.:::'::.`:214007T00::.::':':::`'°:' a:' 14 #a1 y #0;5::::::::.:'::: �214004 1�9. zlao4s 2140 #7a 2#lam �T_.. ...194090 p _.. .. �.. ;;;<_.:::::..,;:::;.i...:;;:: :... :.. #41s �tiy. aoae o, __ 194081 #19 ¢D� p19a091 1##682 :::ri_: : ';::: r::;?::::.:'.': #1s � _ _...._. _. ... . y #�• ;iz:.:..:..::::: :: ::.:•;... 0214003 G 214051 a #9 �A lA 194090 r #423 ,`�� e #386 to 193269 (#� #38 lsaoes #4a�is a4�� �2iaos3 194086 194089 y#80 �0 #408 194093 .� #20 `#78 213006 213007 Q 194085 #1 sa 193238 ;i':: #453� Q#428 4 10 194087 982 213004002�� a 194084 #77 0 193084 '19-3014 #4 193234 C 213004001 #93 b #105 193015 #79 19323 #465 193236 213008 QQ.., `15 193235 #B6 #84 #460 193 g30 01 13003 s #8B 2#483 #116 #125. DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal - Map:214. Parcel:008 Zoning Board of Appeals(ZBA) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel �. N 1" e=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on � �,.' are only graphic representations of Assessor's tax parcels. They are tr ue e property any public or private street or way and abutters to abutters. Notificption of all Abutters :::':���'. boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. . :J f such as building locations. Buffer �.1✓ j14 0-C T.23 '"47P11 A S.S1 i Ix ` 0 sri`. '^F':�S—".,s' „rt"`".ct"„ i�,`+`�'T ETOWN'-' eOF BARNSTABLEir � �" ` NOTICE OF PUBLIC HEARINGSsUNDERfTHE�, TOWN OFfBARNSTABLE t�ZONING ORDINANCE y x mar, e z eta { NOVEMBER A2 2014 ZONING BOARD DF A,PPEALS NOTICE OF PUBLIC�H,EARINGS UNDER THE To allpersons interested uj.or affeted byte a�cxons of ? {ZONING ORDINANCE 5 the Zoning Board of Appeals}yowarw ly'notifieil' NOVEMBER�t2 2014�� Cpte we l+ 11 � ? ToralilpersonslnterestedimoraffeciedbytheacElonsof Lawsjothe Co�mmonwealth�ofMassachuand . Fthe Zoning BoarcJ ofAppealsay�ou are hereby notified alf amendments hereto ary, p I�cOhea$nng�on ursuant.to Section'11rof Cha ter 40Aof the General, the:following appealswill beahe�d one Wednesday Laws of the Comm nwealth ofsMassachu es tts and Novemt�er 12 20 4 at the time ifti%ted, x all'amendments thereto 4that a pubtickheanng on 7 00 PM AppeaNNo'e2014-048 NSTAR'afyF s the following appealswwill be held'on�Wednesday iCommonviealth%ElectncCompany,a(NSTAR)Chas Novem6er12 2014 at the timemdlcatetl appliedrforyanramendment/modfication of�Vanarice 1'q' P-"f'� - J l .R 7 00 PMgp;peal No 2014-048 NSTAR�s 4 rNo i(978-087,to;remodveewsting:240 54tall guyed Commonwealth ElectncCompanys(NSTAR)1 has-" transmissionitowerand construLa new towerr ojthe , a lied'for an amendment odficationuof'Vanahce same size height antl style Adddiohally the'Appllcent PP w,i s240 5 tall guyed seeksyB `aKIKe an�st o remove drpNo A978-087to mvean exig -compound he e.xtilsn�nf gc feton tower s Ltlor adcon , enK,% i ansmissisan lcel a propane fueled emergency back up power generator same size height and style Additionally the Applicant , K ; propane tank andk associated;`(equipment -The --geeks to remove and'replace1the>existing fence _ r � 'compound;and equipmentfsnelterand to Install a Properly is"tlocated at,2059 2015�and 2039?Service ro ane fueled erne en backer Road:.West Barnstable MA as shown on Assessors p p rg 1 cyj p power generator < Ma 214 as Parcels 008,p009 l and 010 Itis`Inther propane tank and r associated equipment The P �Xproperly IsJocated at 2059 2015 and 2039 Service Residence F Fand Groundwater-Protection=0veday '. R r Zoning Distncts ,_oad West Barnstable MA as shown on Assessor's y , Map 214Aas Parcels 008 7009,and 010 01PM App It Is mt:4he , 7 ealtiNo t2014-049 King u , y icnael antl M Janice 14ng Have petitioned fora Special •: Resitlence FP5fid oundwater�Protedbon Overlay �. Zornn Dlstncts { ` Permit pursuant tc ,Section 240 47 1 A(1) Family i 9 1 Est Kr a a s 7 0`1 PM Appeal.ido�, 0.4-049 King� �ApairtmentsYThe petitioners seeks to perrnd�a 980 . Michael avid Janice,King have,petitioned:for a Special square foot Iattached family apartment.A.,special PermdR pursuant to'Section.r240 471 A(1) Family permit is regwred as the apartment exceed 800 Apartments The petitioners seek�to�pemtit a 980 square feet The property is foceted at 305 Lovell s. square foot attached,family apartment A special Lane tMarstons Milis MA as shown,on Assessorrs rpe requiredas the,apartmenf�exceedsn800 Map'078 as Parcel Ot09 002 It Is zonetl Residence F j square feet The propeity�is lopted tat 305 Lovell s L,7 02 PM Appeal No�2014 050 Berkery Lane iMarstons MiIIS MA as shown on Assessors Andrew M andJoa Wrkery' ave petitioned Map 078 as Parcel 009-002 6"i - ned Residence F j for a Speaaf Pertnrt°pursuant to Section'240�92 B ' l ,U Nonconformm buildlh s 'Norstru 7 02 PM Appeal No 2014-050r Berkery g zctresused g as . AndrewKM and Joan W Berkery have petitioned single,and two familyaresidencesTFThe pet' nitio rs a[e for a'Speaal Permit'pursuant to3Section 240-92 B proposing to expantl�after'and renovate'theq existing j YNonconformmg ,buildings or struc(ures used as ` - pnnciPal single family dwelling endraccessory cottage '! single andI 6,4.5mily residetiagi7 he petitioner`s are The phncipalidwelling5is to expand from 1 440 sq ft I ro osin "toe an�daltertarid repo ate'the existing to 2 648 sq ft and Useycottage is{to'expand from 493 i sq ft to 829 s ft Addrhons to�theTpnnapalldwelling pnnapalsmgle family dwelling antl accessory cottage n — The principal dwelling is to expand from 1 440.sq ft� are ocated. based upon exsting nonconforming. to 2 648aq ft hand ttie cottage Ys to expand from 493' i Front-an sitleyard setback The property Isrlocated i sq ft do 829 sq ft,Addfions to,the�pnncipal dwelling ! at 49 Lafayette Avenue Hyanmsport rMA as{shown :I located based.4upon existing 3 nonconforming ` on Pss �rsMapq 287 as Parcel.04is in the . r front and side`yard setbacks The propert�r Is locatetl -• f Resid�ence`F 1 zomnga` Istnct sir, at 49 Lafayette Avenue HyannispoR MA as'shown �,Thesd public,he5 nngRgilll arnstable , .yan s,,'4 on Assesss"ors Map<287 as Parcel 047 Its In'theTownHa3MainSeetHyanmsMAHeanng ° Residence F 1 zornrig distnd' S � ,s RoomJlocated,; othe�2ntlNflP �r lNednesd'ay` These public heanngs�vnll be held,at the Barnstable November�12,b2014Rlans and Papp6cations �as, Town HaIF 367 Mam Street Hyannis-MA Heating submitted totthe Zon�ng�Board ofrAppeals may be Room located on the ;2nd rFloor Wednesday rrewewe�dat�he,Growth ManagerrtentDepattment to November 12 2014 P�ans,.and appticetions -as Town Offices200 Mn�Street Hyannis MA submitted to the.Zoning Boatel of}Appeals maybei °"i � C�raig}GaL rsort Chav reviewed.at the Growth Ma nagement..Department "` ' Zomrig Board of Appeals-!' t Town Offices 200 Main Stree Hyannis MA ,I The BamstabletPatnot i, v� a-", Fiarw Octoberr 24 and October 31 2014 r \ s .. ,; r rt t�-Craig G Larson Chan l w ` r� _ .>:::,.:�'�•_.,,�..;.?.�:,..: �The'`Bamstable,Pafiot `"" � � '•.: 4 ' Octobe-24 and October 31 20147 r- BARNSTABLE REGISTRY OF DEEDS John F.-Meade, Register RECEIPT Printed: December 31, 2014 ® 12:55:4 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 317502 Oper:SABERNATHY JEFF Book 28608 Page 106 -Inst#: 61138 Ctl#: 747 Rec:12-31-2014 ® 12:53:43p BARN SERVICE RD DOC DESCRIPTION TRANS AMT --- ----------- --------- 1 COMMONWEALTH ELECTRIC COMPANY (NSTA AMENDMENT County Fee $ 10.00 14.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 State/County pg adj 4.00- Total fees: 75.00 Total charges: 75.00 CHECK PM 2292 75.00 40TRM Convergent Network Solutions Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis,MA 02601 RE: Letter of Authorization 2059 Service Road,Barnstable,MA NSTAR Electric Company(successor by merger to Commonwealth Electric Company)("Property Owner")does hereby appoint Tower Resource Management("TRM")and its authorized agent including but not limited to TRM to act as"Applicant/Agent"for the purpose of consummating any application necessary to ensure Propety Owner's ability to remove and replace the tower currently located on the Property.The Property Owner understand and agree that this application may be denied,modified,or approved with conditions and that such conditions or modifications must be complied with prior to the issuance of building permits. Property Owner: NSTAR Electric Company By: Name: rV ( L RLA-6� A Q- (. Title: M P-r-4 G. Ltd ' ,, h Mu c-t I Date: 1 o f o2 0 l c t OWNER ACKNOWLEDGMENT Commonwealth of Massachusetts) County of dorfi/k On this 20 day of October 2014, before me appeared Il a t�2r w , to me personally known, who, being by me duly sworn(or affirmed), did say that he is the m ,r 1►1, E'er itoP•� f NSTAR EElctric Comp�ny5 apd that said instrument was signed on behalf of STAR Electric Company and said At acknowledged said instrument to be the free act and deed of said co any otary Publi Print Name: .104jel JOSEPHL SYONEW NMV Pvbk commmmem of lrudw:elb e Commission Expires Nov 20,2020 f 'Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2014-ANE-1772-OE Southwest Regional Office Obstruction Evaluation Group 2601 Meacham Boulevard Fort Worth, TX 76193 Issued Date: 10/30/2014 Jeff Sykier NStar c/o Tower Resource Management 16 Chestnut Street, Suite 220 Foxboro, MA 02035 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Antenna Tower NSTAR Shootflying Hill Road Location: Barnstable, MA Latitude: 41-40-59.94N NAD 83 Longitude: 70-20-53.17W Heights: 139 feet site elevation(SE) 252 feet above ground level(AGL) 391 feet above mean sea level(AMSL) This aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities. Therefore,pursuant to the authority delegated to me, it is hereby determined that the structure would not be a hazard to air navigation provided the following condition(s) is(are)met: As a condition to this Determination, the structure is marked/lighted in accordance with FAA Advisory circular 70/7460-1 K Change 2, Obstruction Marking and Lighting, a med-dual system- Chapters 4,8(M-Dual),&12. It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part 1) X Within 5 days after the construction reaches its greatest height(7460-2, Part 2) See attachment for additional condition(s) or information. This determination expires on 04/30/2016 unless: (a) the construction is started(not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Page 1 of 8 (c) , the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is subject to review if an interested party files a petition that is received by the FAA on or before November 29, 2014. In the event a petition for review is filed, it must contain a full statement of the basis upon which it is made and be submitted to the Manager, Airspace Regulations &ATC Procedures Group, Federal Aviation Administration, 800 Independence Ave, SW, Room 423,Washington, DC 20591. This determination becomes final on December 09, 2014 unless a petition is timely filed. In which case, this determination will not become final pending disposition of the petition. Interested parties will be notified of the grant of any review. For any questions regarding your petition, please contact Airspace Regulations &ATC Procedures Group via telephone--202-267-8783 - or facsimile 202-267-9328. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates,heights, and frequencies or use of greater power will void this determination. Any future construction or alteration, including increase to heights,power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc.,which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. Any failure or malfunction that lasts more than thirty (30)minutes and affects a top light or flashing obstruction light, regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen (NOTAM) can be issued. As soon as the normal operation is restored, notify the same number. This aeronautical study considered and analyzed the impact on existing and proposed arrival, departure, and en route procedures for aircraft operating under both visual flight rules and instrument flight rules; the impact on all existing and planned public-use airports, military airports and aeronautical facilities; and the cumulative impact resulting from the studied structure when combined with the impact of other existing or proposed structures. The study disclosed that the described structure would have no substantial adverse effect on air navigation. An account of the study findings, aeronautical objections received by the FAA during the study(if any), and the basis for the FAA's decision in this matter can be found on the following page(s). Page 2 of 8 i A copy of this determination will be forwarded to the Federal Communications Commission(FCC)because the structure is subject to their licensing authority. If we can be of further assistance,please contact Darin Clipper, at(404) 305-7084. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2014-ANE-1772-OE. Signature Control No: 228079826-233038949 (DNH) John Page Manager, Obstruction Evaluation Group Attachment(s) Additional Information Case Description Frequency Data Map(s) cc: FCC Page 3 of 8 i Additional information for ASN 2014-ANE-1772-OE The proposed antenna tower, not exceeding a height of 252 feet(ft.) above ground level(AGL), 391 ft. above means sea level(AMSL),would be located approximately 2.44 nautical miles (NM) east of Cape Cod Airport's (2131) airport reference point(ARP) and 3.16 NM west of Barnstable Municipal-Boardman/Polando Field (HYA)ARP, Barnstable, MA. The proposed antenna tower will be replacing an existing tower near the same location and has been identified as an obstruction under the standards of Title 14, Code of Federal Regulations (CFR), Part 77, as applied to HYA as follows: Section 77.17 (a) (2): A height that is 200 feet AGL, or above the established airport elevation, whichever is higher, within 3 nautical miles of the established reference point of an airport, excluding heliports,with its longest runway more than 3,200 feet in actual length, and that height increases in the proportion of 100 feet for each additional nautical mile from the airport up to a maximum of 499 feet. The proposed antenna tower exceeds by up to 47 ft. The proposal was not circularized for public comment because current FAA obstruction evaluation policy does not require circularization of those proposals that only exceed Section 77.17 (a) (2) and are not located within an airport's visual flight rules (VFR) traffic pattern airspace. Aeronautical study disclosed that the proposed antenna tower would have no effect on any existing or proposed arrival, departure, or en route instrument flight rule(IFR) operations or procedures. Study for possible visual flight rules (VFR) effect disclosed that the proposed antenna tower would have no effect on any existing or proposed arrival or departure VFR operations or procedures. It would not conflict with airspace required to conduct normal VFR traffic pattern operations at HYA, 2B1 or any other known public-use or military airports. At 252 ft. AGL, the proposed antenna tower would not have a substantial adverse effect on VFR en route flight operations because the proposed antenna tower is not greater than 499 ft. above the surface at its site or within 2 statute miles of a regularly used VFR route. The proposed antenna tower must be obstruction marked and/or lighted to make it more conspicuous to airmen should circumnavigation be necessary. The cumulative impact of the proposed antenna tower, when combined with other proposed and existing structures, is not considered to be significant. Study did not disclose any adverse effects on existing or proposed public-use or military airports or navigational facilities,nor does the proposal affect the capacity of any known existing or planned public-use or military airport. Therefore, it is determined that the proposed antenna tower would not have a substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on any air navigation facility and would not be a hazard to air navigation as long as all conditions written within this determination are met. I Page 4 of 8 Case Description for ASN 2014-ANE-1772-OE proposed replacement of an existing 256 foot guyed tower(FAA study number 95-ANE-040-AE) with a proposed 252 foot new guyed tower, located adjacent to original tower location I Page 5 of 8 r Frequency Data for ASN 2014-ANE-1772-OE LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 451.1 451.25 MHz 150 W 698 806 MHz 1000 W 806 824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 W 1850 1910 MHz 1640 W 1930 1990 MHz 1640 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W Page 6 of 8 TOPO Map for ASN 2014-ANE-1772-OE y - - Y� �, � �� � � � {°1�s�s' ,'yst�,J+yy�,/,u,. ;�� c .� •R" .^.n ,{�`C L y! ''j' - S`L�S. •=,r ��,. _ "a'^�-a.r,•, �� S il�! � '"'� v. 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'�, .ak��J :I�a �^i� ^'a•e� t��ta�,x �` -py �� ��3• ( a.., �:�. �-C � � !^ „a '��sv i'xe -Pell f �,. a&a�• E_ s s,,���.ggr � A'ah,;r;� rv� !�.',4� A n 4y�F��.R.�•°°up". ,7. .. �. y� <-�,� '�q "( �,�11 1F 4 `1't.``} r r r 4�'� tis S3�`.. ' ,,1 Y:1�`rF.a � r�;�J �« � t^.� s~a 4'�'�• __; ,r,� �� �6: t Y, a •�"��� � �Yw r �GF.' 'r'°X ^-, _ a';,.�`$� •_.r + � y n r. �, 3 K� , r, s (d. ».t is� > r �� • r{'p y r „ � "&/, � ��� :iE. . O°r'�� �' �x+`'aP.•- � ;� ��- �� �nr�x J J'`. s �! Jyp 1>t'� � '�} + �.` Page 7 of 8 Sectional Map for ASN 2014-ANE-1772-OE ------------ 5 t CAU"F, i : USAF PAVE PAWS Radar Hci/zardous �9$� 1 NM radius 4�1 �s1�. 1 'Nf7U032.30'W� S.F,CG t0 ,4 54?O. ock- BOMDE :j . ' /'♦ 362 FM' . . • ,CAPE GOD Q2B1 00 4?'79 46 � rfo6" r � t CAPEICOD I •41 ATIS 121 f/4�75 236.825-, Hyannis �t �l'30 '"L 35 e�`vi BARNST �3�.E .�` a :• 32 NfBOARDMA4A&O 4.ND'O t2r 3) _ _�- - 19.5 f� 71, A Coto t �. 3ts 123�.8 PEAKS 4 '� .. 54z f+22.95 ALMOUTVI 1,o 5Bfi} F! 1 1 *L123 l2.t3 ,1 a CRACO ,r4111TUCKE Page 8 of 8 Form Approved OMB No.2120-0001 Please Type or Print on TNs form EXPkation Date:&3112014 v Failure To Provide All Requested Information May Delay Processing of Your Notice FOR FAA USE ONLY AeronWdh.W Stdy n'umtre, U.S.OepENndt al TrWAPW1 d= Notice of Proposed Construction or Alteration Federal Avintxan Admtrdskafba 1. Sponsor(person,company,etc.proposing this action): Attn. Olorunromi Fadipe of 9. Latitude. 41 0 40 1 59 94 Name: NSTAR Electric 10. Longitude: -70 o 20 53 17 Address: 1 NSTAR Way 11. Datum: © NAD 83 ❑NAD 27 ❑Other 12. Nearest city: Barnstable state MA City: Westwood State: MA Tip: 02090 13. Nearest Public-use lnot�va to use)or Military Airport or Heliport: 781-441-3864 `oruntomi.fadipeenu.c MarstonMlIsAirport Telephone: Fax: 14. Distance from#13.to Structure: 2,401711 2. Sponsor's Representative(if other than#1): 15 Direction from#13.to Structure. West Attn. Jeff Sykier of Name: Tower Resource Management(TRM) 16. Site Elevation(AMSL): 139.0 It Address: 16 Chestnut St 17. Total Structure Height(Act): 255.0 ft Suite 220 18. Overall Height(916*017)(AMSLr 394.0 ft City: Foxboro State: MA Zip. 02035 19. Previous FAA Aeronautical Study Number(if applicable): Telephone: 508-505-5839 Fax: 20. Description of Location: (Attach a USGS 7.5 minute Quadrangle Map with the 3. Notice of. ❑x New Construction ❑ Alteration ❑ Existing precise site marked and any certified survey) 4. Duration: ❑ Permanent ❑x Temporary( _months,7 days) S. Work Schedule:Beginning TBD End TBD See Attached 6. Type: ❑ Antenna Tower [3 Crane ❑ Building ❑ Power Line ❑ Landfill ❑Water Tank ❑ Other 7. Marking/Painting and/or Lighting Preferred: ❑ Red Lights and Paint ❑ Dual-Red and Medium Intensity ❑ White Medium Intensity ❑ Dual-Red and high Intensity ❑ White-High Intensity n Other FLAG(DAYLIGHT HRS) 8. FCC Antenna Structure Registration Number(if gWiicable): 21. Complete Description of Proposal: Frequency/Power(kW) USE OF A CRANE TO INSTALL A NEW 240'GUED TOWER TO REPLACE THE EXISTING TOWER OF THE SAME SIZE. CRANE TiP HEIGHT WILL BE 255'AGL A FLAG WILL BE USED TO IDENTIFY THE CRANES LOCATION. ALL WORK TO BE DONE DURING NORMAL BUISNESS HRS. OFF HOURS OR NIGHT WORK WILL NOT BE UTALIZED. Notice is required by 14 Code of Federal Regulations,part 77 pursuant to 49 U.S.C.,Section 44718. Persons who knowingly and Wlingly violate the notice requirements of part 77 are subject to a civil penalty of$1,000 per day until the notice is received,pursuant to 49 U.S.C.,Section 46301(a) I hereby certify that all of the above statements made by me are true,complete,and correct to the best of my knowledge. In addition,1 agree to mark and/or light the structure In accordance with established marking&lighting standards as necessary. Date Typed or Panted Name and Tate of Person Filing Notice Signature 7-25-14 Jeffrey S.Sykier FAA Form 7460-1 (2-12)Supersedes Previous Edition NSN: 0052-00-012-0009 r FAAAA SURVEY CERTIFICATION Applicant: NSTAR Electric&Gas Corporation One NSTAR Way, Suite 210 Westwood, MA 02090 Site Name: Shootflying Hill Road Guy Tower Site Number. Site Address: Off Mid-Cape Service Road Barnstable, MA 01862 Horizontal Datum: X GPS survey ❑Ground survey Vertical Datum: X GPS survey ❑Ground survey NAVD 1988 Structure Type: ®New Guy Tower ❑Existing Tower ❑Roof Top ❑Water Tank ❑Smoke Stack ❑Church Bell Tower Bell Tower Latitude: 410 40'59.94" NAD83 and 410.40'59.55" NAD27 . Longitude: -70020' 53.17" NAD83 and -701)20' 55.09" NAD27 Ground Elevation: 139.0' AMSL Elevation(in feet) Proposed Tower Top: 379.5' AMSL Elevation(in feet) Whip Antenna Top: 391.0' AMSL Elevation(in feet) Certification: I certify that the latitude and longitude are accurate to within +/- 15 feet horizontally and that the ground elevation is accurate to within +/-3 feet vertically. The horizontal datum(coordinates)are expressed in terms of degrees, minutes, seconds and tenths of seconds. The vertical datum(heights)are expressed in terms of feet. Company: Chappell Engineering Associates Professional Surveyor: Todd P. Chapin 1•Y�n8.49d4` Date: May 9,2014TODD Y P CHAPIN No.37658 a � Sto ENO UFRI c YJs o '\ i 2 4} c✓o J �. f 3 I Shoo . ✓ atcxylew U ..:= u a� '�ov'eve E P}easanl ,mod• --__`. .j------ .. �� � _ . r -' -`1 1 1 pp i7 p R� N CL Q a � 4 Legend Source;Selected data from ESRI.EBI&USGS N $r Project Site \ _ � Site Radius at 250', 500', 1009, '/Z, 3/& 1 mile Date:6/17/2014 Figure 1: Site Location Map 0 5001,000 2,000 3,000 Feet NSTAR SHOOTFLYING HILL ROAD OFF MID-CAPE SERVICE ROAD BARNSTABLE, MA C`nnct tltin,rt ` °eIHE Town of Barnstable Regulatory Services wuwsrtnru, Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstahle.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder NSTAR Electric Company s 0 o the subject o � ,a wnex £ j t pr petty 8 • hereby authotize Tower Resource Management (TRM) to act on ray behalf, in all matters teladve to work authottzed by this building permit. Service Road - Map 214 Lot 10 (Address of Job) "Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections axe performed and accepted. NSTAR Electric Company • B Stgna a of Ownet ' Signature of pI)Hcant As Manager of Real Estate Managemen Salvatore Giuliano • /4 I-A4e I �1 0�lNSD Print Name Print Name As Manager of Real Estate Mangement ZSZ Date i Q:FORMS:OWNERPERMTSSTONPOOLS 0012 TM 1 Fairholm Avenue Peoria, IL 61603 USA Phone 309-566-3000 FAX 309-566-3079 Products LLC August 11,2014 Tower Resource Management Attn: Jeff Sykier 979 South High Street Columbus,OH. 43206 Reference: Barnstable,Barnstable County,MA. File Number: 210696 Enclosed,please find the following for your use: Copies Drawing Number Description 4 210696-01-DIR1 Design Drawing Sealed for the State of Massachusetts 4 210696-01-FlRl Base Pier Foundation Sealed for the State of Massachusetts . 4 210696-01-F2Rl Anchor Block Foundation Sealed for the State of Massachusetts Contact Phone Number: 508 505 5839 Email Also: jUkier@trimcom.onmicrosoft.com Sincerely, Danny Otten Mike Parrish crp Products for a ro illy uIVu�ri:-b O T:;ulhnology:ti: TM 1 Fairholm Avenue Peoria, IL 61603 USA Phone 309-566-3000 FAX 309-566-3079 Products LLC PURCHASER: TOWER RESOURCE MANAGEMENT NAME OF PRODUCT: BARNSTABLE,BARNSTABLE COUNTY, MASSACHUSETTS 240 FT NO 80 GUYED TOWER FILE NUMBER: 210696 DRAWING NUMBER: 210696-01-D1R1,210696-01-FIR1 AND 210696-01-F2R1 I CERTIFY THAT THE ATTACHED DRAWINGS.AND CALCULATIONS WERE PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH THE LOADING AND SOIL CRITERIA SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MASSACHUSETTS. CERTIFIED BY: ss ° HABIB JIRJI p AZOURI � DATE: o l " CIVIL `o No.40916 ' Is- NAE�� Products is for a "'a'Aro;sing Vvlorlcl of echa�:'_c log Y I GENERAL NOTES FILE NO, 210696 1. ROHN PRODUCTS,LLC TOWER DESIGNS CONFORM TO ANSI/TIA-2Z2-G UNLESS REVESIONS OTHERWISE SPECIFIED UNDER TOWER DESIGN LOADING. �, DESCRIPTIONOWH OD aw 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO ROHN.THE aenR�E>artr - DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA arnclmB. 120P(TYPO PLAN VIEW IN ACCORDANCE WITH AN ST/TIA-222�i AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. 3. ANTENNAS AND LINES LISTED IN TOWER DESIGN LOADING TABLE ARE PROVIDED BY OTHERS UNLESS OTHERWISE SPECIFIED. TOWER DESIGN LOADING 4. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE _ DESIGN WOOD LOAD PER ANSWM-222-G LASING THE FOLLOWING ERECTION EQUIPMENT AND CONDITIONS ARE UNKNOWN.DESIGN ASSUMES DESIGN CRITERIA: COMPETENT AND QUALIFIED PERSONNEL WILL ERECT THE TOWER. ASCE 7-10 FACTORED WIND SPEED(NO ICE)-152 MPH 5. WORK SHALL BE IN ACCORDANCE WITH ANSVM-222-G,'STRUCTURAL STANDARDS BASIC WIND SPEED(WITH ICE)-40 MPH FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES'. DESIGN ICE THICKNESS=0.75' 6. THE MINIMUM YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS SHALL BE 50 KSL EXPOSURE CATEGORY-C EXCEPT AS NOTED BELOW: STRUCTURE MSSIFICA71ON=III TUBULAR BRACES SHALL BE 42 KSI. TOPOGRAPHIC CATEGORY-1 STRUCTURAL PLATES SHALL BE 36 KSI. . EARTHQUAKE SPECTRAL RESPONSE ACCELERATION,S5=0.27 CHANNELS FOR TORQUE ARMS SHALL BE 36 KSL THIS TOWER IS DESIGNED TO SUPPORT THE FOLLOWING LOADS: 7. FIELD CONNECTIONS SHALL BE BOLTED.NO FIELD WELDS SHALL BE ALLOWED. 84X B. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325,EXCEPT WHERE NOTED. 12=1 TORQUE ARM ELEVATION LINE 9. PAL NUTS ARE PROVIDED FOR ALL TOWER BOLTS. 217.5 (PT) ANTENNA TYPE (NOM)SIZE 10. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ANSIATTA-222-G. 11. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A°SNUGTIGHT CONDITION"AS 84HXII TOP (1)6 SQ.FT.EPA ON V SIDE ARM (1)7/8' DEFINED IN THE DUNE 23,2000,AISC'SPECIFICATION FOR STRUCTURAL JOINTS 237 (1)1 SQ.FT.DISH (1)CATS USING ASTM A325 OR A490 BOLTS".NO OTHER MINIMUM BOLT TENSION OR TORQUE VALUES ARE REQUIRED. 230 (1)B'STANDARD DISH 2 GHZ,LEG MOUNTED(AZ.240 DEG) (1)1-5/8" 12. PURCHASER SHALL VERIFY THE INSTALLATION IS IN CONFORMANCE WITH LOCAL, STATE,AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING. (1)3-XI2'OMNI ON V SIDE ARM (1)7/8" 13. TOLERANCE ON TOWER STEEL HEIGHT IS EQUAL TO PLUS 1%OR MINUS 1/2%. 210 14. DESIGN ASSUMES THAT,AS A MINIMUM,MAINTENANCE AND INSPECTION WILL BE 84X (2)3 SQ.FT.EPA YAGI (2)1.5/8" PERFORMED OVER THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH 200 (2)3 SQ.FT.EPA YAGI (2)1-5/8' ANSI/TIA-222-G. 15. INITIAL TENSION OF GUY WIRES SHALL BE 10%OF THEIR ULTIMATE STRENGTHS. 199 (1)2'STANDARD DISH 2 GHZ,LEG MOUNTED(AZ.0 DEG) (1)1-518° 16. IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO TEMPORARILY GUY THE 157.5' GUY LUG STRUCTURE WHEN REQUIRED DURING ERECTIONS TO MAINTAIN THE STABILITY OF (1)6 SQ.FT.EPA ON 6'SIDE ARM (1)7/8" THE STRUCTURE AND TO PREVENT OVERLOADING ANY MEMBER OF THE STRUCTURE. 84HXI1 190 (3)3 SQ.FT.EPA YOGI (3)1-5/8" 17. FOR BASE PIER FOUNDATION DETAILS,SEE DRAWING NO.210696-01-F1.FOR ANCHOR BLOCK FOUNDATION DETAILS,SEE DRAWING NO.21069G-01-F2.FOUNDATIONS SHALL (1)3"Xll'OMNI ON 6'SIDE ARM (1)1-5/8" BE DESIGNED TO SUPPORT THE REACTIONS SHOWN FOR THE CONDITIONS EXISTING � 180 (1)8'STANDARD DISH 2 GHZ,LEG MOUNTED(A2.0 DEG) (1)1-5/8- AT THE SITE. z1 118 (1)4'GRID DISH 2 GHZ,LEG MOUNTED(AZ.120 DEG) (1)1-5/8" (1)39Q1'OMNI ON 6'SIDE ARM (1)1-5/8" 64X .U, SEE STRESS ANALYSIS FOR A COMPLETE LISTING OF ALL LOADS ON TOWER. SECTION SCHEDULE SECTION LEG DIAGONAL 80TB5 PIPE 2.875 X 0.276 84HX 89 PIPE 2.875 X 0.203 PIPE 1.500%0.058 82.5 GUY LUG GUY WIRE DATA 84X PIPE 2.075 X 0.203 PIPE 1.500 X 0.058 84X ELEVATION SIZE ULTIMATE 84HX PIPE 2.875 X 0.276 PIPE 1.500 X 0.058 uc TYPE STRENGTH 84HXI I PIPE 2.875 X 0.276 PIPE 1.500 X 0.120 PO BOX 5999 !® (Fr) (IN) (LBS) PEORIA.IL 61601-5999 Z09•, 89H PIPE 2.875 X 0.276 PIPE 1.500 X 0.058 9j6 82.5 9/16 EMS 35,000 TOLL FREE 80P7274tOMN 84 84MC PIPE 2.875 X 0.276 PIPE 1.500 X 0.058 acrimmuowmraoaa m�aoww aiwlurwr rowmoarr 217.5 11 EMS 42,400 NOTE:SECTION NUMBERS ARE FOR REFERENCE ONLY.FOR wa wamEx mxxxr. 217.5 9/16 EHS 35,1K10 NOMINAL FACE WIDTH DIMENSIONS,REFER TO THE STRESS TOWER RESOURCE MANAGEMENT ANALYSIS.- DESIGN PROFILE 84H 240'MODEL BO GUYED TOWER MAXIMUM FACTORED REACTIONS BARNSTABLE,MA 84HC LOCATION RADIUS(FT) ELEVATION(FT) ANGLE,O VERTICAL(+T) HORIZONTAL(+-) Irvin. SM ate' HA -;' PINNED (1)1-1/4"X I6'LONG UNR7/14 BASE ANCHOR ROD TOWER BASE 0.0 0.0 N/A 157.8 KIPS 6.1 KIPS ENGIL SHEET e: BOT85 HA I OF I ANCHOR BLOCK, ANCHOR 1 192.0 10.6 37.2° -41.4 KIPS 54.5 KIPS PRT ENG7L Pw,MINca BASE PIER,SEE 1 192-0' SEE DRAWING NO. ANCHOR 2 192.0 -9.0 40.5" -44.8 KIPS 52.4 KIPS DRAWING NO. 210696-01-F2 - DramNG NO: 230696-01-FI ELEVATION VIEW p ANCHOR 3 192.0 -13.5 41.8° -50.8 KIPS 56.8 KIPS 210696-01-DI 1 OF THE Tp� Town of Barnstable BARNST"M Regulatory Services BARNSTABLE �A 1639. rE�►�+��° Richard V. Scali,Director 163•=014 . -Building Division . Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 18, 2014 Commonwealth Electric Co./NStar c/o Mr. Michael Johnson Tower Resource Management 16 Chestnut Street, Suite 220 Foxborough, MA 02035 RE: Site Plan Review#031-14 Commonwealth Electric Co. -NStar ,2059 Service..Road,.Barnstable,MA` Map 214, Parcel 010 Proposal: Remove and replace existing transmission tower with new model of similar size. The existing fenced in compound, equipment shelter, and propane tank and generator will also be replaced. The new tower will remain on Lot 10 approx. thirty (30) feet from the existing tower. The old tower will be removed and dismantled once the existing equipment is transferred to the new tower. Dear Mr. Johnson: Please be advised that the above proposal has been found approvable subject to the following: • Approval is based upon plans entitled"NStar Shootflying Hill Road, Barnstable", 15 Sheets, dated 6/23/14,prepared by Chappell Engineering Associates, LLC, Marlborough, MA. • Zoning Board of Appeals relief will be required. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner Zoning Board of Appeals Antenna Locations . & Elevations for Proposed 240' Lighted Guyed Tower. . Overall height including antenna 257' DB413.Antenna 18' Lighting. & painting per FAA specifications. i 1 - i i I i 61 Grid dish to N 6' Grid Dish Wellfleet120to Pocasset /oo i(16 i I , i 4 6' Grid -Dish to 6Indian Hill M.V. !( 4' Grid Dish to �Go Willow St. 0f I ' t - i i f 10/13/78., Guying Points for Proposed 240' Tower located at Shoot Flying Hill, Barnstable, MA Guying Points to be 1200 apart. 230 I 168 i I i i 108 \ 48 i I 180 100 100 180 .10/13/78 I i� ee ��uu•• iir"'4~, r rr, 8r, lr PRODUCT DATA BULLETIN LS-18, IF, N. C ]Ell'A 4 f^� i' i � Lt 11 lit' I 1 1 1 � � r 6 I J Standard Sizes wind load as shown in the table below. Method of load ap- Length plication is according to "Recommended Design Practice, Width Height Increments of 16", Manual," Ale tal Building Manufacturers Association. 5'-4- 8•, 10' except T-4"length not live load Wind lead 6'-8"• available.Maximum length (psf) (psfl 8'-(r depends on width,height, E N* 15 i2'1Y and wind load. F 20 25 N 30 20 General Description C 40 ZO 'Applied per Section 3b of MBMA Manual The Armco Self-Framing Type LS-1 Building is an all-steel (Additional standard loadings are available in Canada.) building designed and fabricated by Metal Products Divi- Working stresses do not exceed those permitted by latest sion, Armco Steel Corporation. Available sizes are shown revision or supplement to "Light Gage Cold-Formed Steel above.Widths and lengths are measured from exterior wall Design Manual," American Iron and Steel Institute. surface to exterior wall surface. Heights are measured from floor level to top of wall panel. The roof is clear span and Fabrication has a slope of 11/2" in the width of the building. All parts are completely fabricated to exactin tole; nces The basir ,tructural clement is the self-framing Armco at the factory. All parts are marked and referenso' to •om-,'„ STEELOX Panel. STEF.LO\ Panels are 16" wide and combine plete erection instructions that are supplied•,wth Iesgh* both structural support and corer in -)ne unit. Tall panels building. Material and workmanship are underlcIIJIX41111U." are one-pit-ce feir the nominal height of the wall. Roof panels inspection by qualified inspectors at the faI I are one-piece from eave to cave with an overhang Of 8" on ,l all four sides. STEEL(A Panels interlock durinn assembly. Foundations y p The • are held in dace b� bolts at each end of the panel. Foundations should b Of r inf reed conm Y I 1 c e o oil p�i a and are engineered for tnillimum direct exposure of fas- suitable material. designed to support the ,�,� !d d'> tenors to �c•ather. any 1 live load transmitted by STEELOa ha }udyeae6Armco supplies precision-made, structurally-sound com- Gard to soil condition- at the site. Nominal a `ponents that are ready for erection. Panels, base channel, is supplied for either flat slab. 53/.t"-high fio> curlflashing. fascia,plates,connecting devices,caulk and anchor or T-high foundation curb, as specified,mang itancFJbolts are provided for a complete, weathertight building. and wall height measured from floor level. sse blies Standard building accessories such as doors. windows, cell- for buildings on curbs extend below the cuoor eve . in s, partitiuns, insulated steel wall liner, perimeter gutter- All necessary anchor bolts for wind bent s ail.r,fasscia trim (shown in above drawing),and factory-applied able for only 12' width) shall be properly n durexterior color Coating are supplied when specified. ing placing of concrete. Anchor bolts for bann s an door jambs shall be properly position(-(] dula� oDesign Loadings concrete (specifications for dri�•e or drillenchorag0 Each standard width. height and length building is de- if used, shall be the responsibility of othee: Other- Una signed to withstand its own dead load plus live load and wise specified). The Armco Triangle, MELOX and IINCGRIP®trade-marks of Armco Steel Corporation - J1t Armco Steel Corporation, Metal Products Division, Mid- dletown, Ohio, and Armco Canada Ltd., Guelph, Ontario R4� FRONT BAVR SHOWN WITH � 7, _ ALTURNATZ ITSR/MKTER BACK RAVE GUTTER-FASCIA TRIM ------------- Yi" BOLT STIElOX. ROOF PANEL ROOF PANEL TRIM makes FRONT EAVE PLATE CLIP products better SPLICE PLATE e \ for you EAVE PLATE 4 FASCIA(3 SIDES) � � fib'RIB BOLT WALL CAP 1 3e"x s/a" RIB BOLT a GUTTER 0TH SIDE) WALL CAP 1 1 SCULPTURED n ; WALL PANEL n SCULPTURED \ Ii STEELOX WALL PANEL ' %'x 3'i" RIB BOLT OPTIONAL 26 GAGE BASE CHANNEL WALL HT. BASE .:. 8'•10' FLASHING �.it'::. .�' ANCHOR ! I BOLTS •:�.,;�;;. 2 B�4 II Ij III �I I'I II 0`0 �E DETAIL AT w�o1y FOUNDATION. ENDWALL AT BACK ❑eMidd CORNER s %" x 010 x 3A" RIB BOLT C DETAIL AT CORNER SHEET METAL SCREWS CAP �, yi" BOLTS SCULPTURED STEELOX ROOF PANEL CORNER PANEL SCULPTURED BASE CHANNEL WALL PANEL BASE CHANNEL EAVE PLATE ;r I n FASCIA 3/e" x ?ia' RIB BOLT ^ TRIM r4 1 IN Q ;� BRACKETS AT CORNERS SCULPTURED WALL PANEL Ya BOLTS MATERIAL SPECIFICATIONS* sheet metal screws are stainless steel. Anchor bolts are black Walls. Embossed Armco.sculptured panels, 16" wide with steel. two 3"-deep ribs and It/.)" s -1•" trapezoidal return, 21- ,age Fascia. Standard fascia and drip angle or alternate gutter. Armco Z.INccttlr' Steel, with or without factory-applied fascia trim are supplied in 24-gage ZTNCCRIP Steel, with or color coating. without enamel finish. Roof. Interlocking Armco STI.ELox Panels, 10" wide with Flashing. All flashing is. 22•gage Armco ZINCC.RIP Steel, two :1" drop ribs, in Armco ll\CCIil1' (with or without except base channel flashing 'is color coating tional item.) l or ALL'A11X17FE) �I'I•.F.L Tvpe is 26 gane. (This is an op- 2, as specilicd. Roof panels are formed from 24-gage ma- terial, except for 12'-wide /.ti-/F. L•S-IN and /..5-/C which Coated Steels. Armco ZINCIG01' is a high-quality sItIVI, have roof f>rutels formed/roil 20-.22-and 18-gtige muterial; coated with 1.25 ounces of zinc (ordered weight!. It is also respectirri t. mailabltt with a choice of eight colors of factory-applied Framing Members Rase channel is supplier) in 14-gage acrylic enamel. Armro Ai.v.,NiiNizt:p STFFT.Tvpe 2. a high Arnwo ZINC(Auir terk Edit p'Fatvs art:supplied in 16-gape qu:dI- aluminum•cnatcd �trrf 1i t ,iL Il,i:i•ouncc coating �rmi o 7.tivrr.Ulr.Stf P1. (ordered weipht I. Both otaii'r�,an-erlated I)y the continurrus hot-d11)process at the mill prior to fahrivation and ha% it Fasteners. Bolts and nuts are zinc-plated steel. Exposed mininnm yield strength of:{;,(It o psi. •Armco reserves the right to substitute structural shapes and materials with equivalent properties without prior notice. AR ARMCO STEEL . C% / .�.!..0.. .... L—LcGr [` /L[i//(iG41e- THE Assessor's rr�p and lot number ....... /... )� S F r z-1, 0 0 0 �4 /L ge/Permit number .... O...... /6ir�a�� L'Lc=GS /�Cca �. anT /�iTL,O,v�r • • Z 33A"STODLE, i House number v rnea h ...................................... 163q. \0� a YPT a' TOWN OF BARNSTABLE BUILDING INSPECTOR £, .2s 7 .' APPLICATION FOR PERMIT TO .s. TYPEOF CONSTRUCTION ................................................................................................................................... ................................................19........ 1 4 Y, THE INSPECTOR OF BUILDINGS: M The undersigned hereby applies for a permit according to the following information: Location ....C> ....J, �2�//C ...... �//� < �— .....Vv� Proposed Use ... �/1�!!ls �.. !V�i......1.. .E/e................................................................................................. ZoningDistrict Fire District..... ................................. .................................. ....................................... / .j ! Wyl.qI pme of Owner ./".: /GhT v...Address ��� /.. .AJA)IS .../:L. .. Name of Builder �i' ... !. /V .. -lF.f..Address Tv n/ A/ ............,........................................................ Nameof Architect ....................:........................:....................Address .................................................................................... Number of Rooms ..................................................................Foundation ....CO J..C... 9 .: .. ..:............................................. . Exterior ....../.../.. .7-r�..L.....................................................Roofing ......../...1... f-/ .................................................... Floors .....�O./V e� �T� ..............................................Interior........ .........................: .................................................................................... �L �CT,p Heating ................. ........1..�.................................................Plumbing .................................................................................. Fireplace ............................................................................ Y p Approximate Cost ................. ..... ....... .... Definitive Plan Approved by Planning Board ---------------____-----------19 . Area . .... ....... ......... Diagram of Lot and Building with Dimensions Fee /.. ............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH /4/—,171,7f—Y7 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....... .�. ............. I r ' New Bedford Gas & tdis�n,2ightK7� 7 21347 Permit for ....brans.. uiPment..m f a ng. ............................ Location ... off Se West Barns ................................ .b.je..................................... ' Owner ..NBG&..AdisOr1..Wkht..Ga................... it e i Type of Construction Metal...................... Plot ............................ Lot ................................ Permit Granted ................June•••••5........19 79 - Date of Inspection ..................... .....:.......19 - Date Completed 19 PERMIT REFUSED ; ................................................................ 19 ............................................................................... ;. ............................................................................... ................................................................. ......... ; ......:.......................................::................................ w. Approved ................................................ 19 ............................................................................... .................... .......................................................... , Assessors mdR and lot number THE �l 'vermit number ... .�°:.'!....... r/ C... .����:.. - G L /. ` •�%l c/.� .� `` d r fiL�/�l < ����Qb �•Ow wagel Z B9BB9TADLE, '. House number ......................:............ 9oc 263 YPY a\ TOWN OF BARNSTABLE 8-UlLDIN.G INSPECTOR 75 ae -2S7 ' APPLICATION FOR PERMIT TO .�.�!. 16.!0 .�,!.�c�e.00v U' .. . "7 occJ£2 y- Fq Ui P1ti Fi 17- 124476. TYPEOF CONSTRUCTION ................::r; .................................................................:............................................ ................................................19........ TO THE-INSPECTOR-OF-BUILDINGS-.- The undersigned hereby applies for a permit according to the following information: ( Location .... f.^.... ......�•�0.. .......... 1.J`! '�v. Proposed Use �i�r4/IJS/G9/•••1 T/�I� iC�...........................................................................................::................ ZoningDistrict ................................................. Fire District ...... " ................................................................ ... Name of Owner iv" � 6 V `-.• L %��fi .:..Address 2:;1(lX 79� S�!. !U/�.�� 1°'' ....................... .......................................... �........,..... �.. Name of Builder AQTCA),V! ..Si�Address' .... �7"U 1✓ .. . ................................ .. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..................................................................Foundation .... Q.!L% .��. . r. .:.................................... Exterior ...i ...:. :....Roofing ........./..:./............,.......... ........... Fr�aa�...... ............................................ Floors �Q N . :................................................Interior Heating ................. r<'.................................._.....................Plumbing .................................................................................... - OU Fireplace ..........Approximate Cost Definitive Plan Approved by Planning Board ----------- ___ / / '� ... -----------------19--------. Area -�..... Diagram of Lot and Building with Dimensions Fee / SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. { Name .. ............ ... LIT - } New Bedford Gas & Edison Light Co. �, Gt oi.Lyd 'A=..2..�1 4-1XCP ..... ermit forNo.2A4,7 ....trans►•.tower.....:................ .......equipment.. Location .. e�Vl@..}��}�:........... ........ ........ West..Baxnstable.............................................. Owner ....NBG:..&--EdLs!n.•Light..Co................ 5- Xa = 9v •::..... .......„I ........ , ,jTYPe of Construction ta•1••••...........................U f;. ........... Plot ................... .... Lot- ........................ /4 O /� Permit Grante ...................June......•5�-• � 79 Date of Insp ction �!�.,\ ..:/...19 —�df1GD ................... Date Comp eted .................\� ....:fr.......19 yl '� PERMIT REFUSED. ...................:.......... ; l,% ' fir............... 19 .... ....... //............................... ................ii .................... . ...;. .................................... f/ Approved ................................................ 19 ............................................................................... . ............................................................................... ?. cic TOWER SPECIFICATIONS (gyp f 101 DISTANCE BETWEEN SIDE RAILS 24i4p .In 0 CENTER TO CENTER (0 OVERALL LENGTH OF SECTION 201-1" 5 5 BAYS 22 EA. 5 I WEIGHT PER SECTION 350 Les. U ' {i ) zz,/ SIDE RAIL DIAMETER AND GAUGE 2"O.D. % TH. •; ;L•• ;;.e• , i !� CROSS SECTIONAL AREA-ONE LEG Q. N. { i GROSS ALLOWABLE VERTICAL LOAD ON ' THE BOTTOM TOWER SECTION 45,6U0 LBS. 518 MAXIMUM ALLOWABLE AXIAL COMPRESSION PLAN 15,200 Les. , OF THE CROSS SECTION OF ONE SIDE RAIL MEASURED TENSILE STRENGTH OF ONE NO.65G SECTION SIDE RAIL 46,200 Les. } 1 I MEASURED TENSILE STRENGTH OF ONE': 46,200 Les. 5, DIA. W-011 BOLTED LEG JOINT g I MAXIMUM ALLOWABLE TENSION IN EACH 18,500 Les. SOLID rJ 91—2" 5 1 BOLTED LEG JOINT 1 i SAFE MOMENT OF RESTRAINT 26,600 FT. Les. L-UNBRACED LENGTH OF. SIDE RAIL 2 O.D. d " 1.... TUBE i (DISTANCE BETWEEN CROSSPIECES) 2134 R—RADIUS OF GYRATION OF SIDE RAIL .666" ELEVATION Z=—j 2 I L/R FOR MAIN LEG MEMBER 33.0 i WIND LOAD PER LINEAL FOOT 0'' TOWER ut. �' AT THE HORIZONTAL WIND PRESSURES WELD DETAIL '2 (PER SQUARE FOOT OF FLAT SURFACE) SCALE 3"=I' N0.65TG SECTION I 3i1 DIA.. LISTED' BELOW: O 1-2 I'2 3o LBs. 13.77 4 4o LBs. 18.36 TOWER SECTIONS O _- liO Les. 22.96 p SCALE 34—I U N DETAIL i ,? HOT DIPPED GALVANIZED-AFTER FABRICATION I 'y6•'DIA: HOLE EA.LEG + — HALF SIZE i JUST ABOVE WELD,TOP d BOT. \ (DRAIN HOLE) \N i IZx4 Zx42 PLATE 20 , I -'2I I BAYS. ' 21 o EA.r", YP \4— BOLTS PER LEG z �.1: z z N \ � � \ IV ZLZ Z 14 SEE WELD DETAIL 5-B SOLID ROD —2"O.D. i8/THICK TUBING 5-22-69_a.S L 21 3-12.69-0.H REVISED 4-20-67 12 5/g„ DIA. X 2" LG.,NC BOLTS ! NO. 65-20G SECTION DRAWN M CUSTOMER TITLE SCALE I� CHECKED MODEL 65 TOWER APPROVED(,(f� SECTION DATE6-25-63 ROHN MANUFACTURING CO. DRAWING NO. NOTE: 'ALL DIMENSIONS IN INCHES EXCEPT AS NOTED. SCALE NOTED PEORIA. 1111NOIS C-630665 R3 CO/✓C.PETE ,9NC/�O,P DATA BLOC�f' ANCf/O.PD/rLJENS/D (FT.) lr�E/Gf/T CONCPETE UPL%FT LATE.PAL (FT.) 'POD NO. NO A B C Q'd'1111 (CU. 'IDS.) Ci4"i4C/T!'(LB£�CAP,9C/TI'(LBSJ OSO 2 /.G --- 7,6 3 //,700 I ,S?O . 7 /O,03 5 /2,600 MAY BE S/NGL E OR 00!/BLE ROD DEPEND/NG 4 ON TYPE !/SEO BARS EACH sYioY BOTH FACES 41VC11oR DETA/L FO.P CAC 34 SC, 57, E S8 51101,11V ON D! 6.. NO. C-660415C FRI -12`O.0 3V2"PROD. A 6' GROUND LEVEL - ri=i:• '•.r.I •'ii=ii = =iii •jldlN SI fS• FC�R _ ''.�' RF-RARS C a?o,`,', #4-12•"O.C.EACH WAY-] 3„ D CONCRETE L':ASE DETA.1L CONCRETE BASE SCHEDULE •CB'• DOWNWARD CONCRETE DOWNWARD DIMENSIONS FORCE I FORCE i NO. "F, L BS. CU.YDS. L BS. T , L BS. A B C D E I 3 32,310 .98 3,690 36,000 2'-6" 3`-d' m GENERAL NOTES FILE NO. 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED 210696 PROFESSIONAL ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE REVISIONS �--2'•6-0-.•i SUBSURFACE DATA PROVIDED. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE REVI OESCRIPIION DVm CHKI Aw_ pteina) EVENT THE FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. A)ULTIMATE SOIL BEARING PRESSURE AT 5 FT DEPTH-8.500 PSF. o.*e aunY 1 I ALLOWABLE SOIL BEARING PRESSURE AT 5 FT DEPTH=4.250 PSF. B)GROUND WATER TABLE IS AT OR BELOW FOUNDATION DEPTH. _ • 6'4r SQUARE ❑e C)MAXIMUM FROST DEPTH LESS THAN DEPTH OF FOUNDATION.. 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES,SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED,THE LATEST REVISION OF ACI 318,'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 3. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. OPTIONAL SQUARE PIER 4. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS.THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE.AS A MINIMUM,CONCRETE SHALL PLAN VIEW DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI(31.0 MPA)IN 28 DAYS. 6. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 113 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. 6. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM AS15 GRADE 60 UNLESS OTHERWISE NOTED.SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED PIER PIN UNLESS OTHERWISE INDICATED. T. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. BEARING PLATE 8. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 31NCHES(76 MM)UNLESS OTHERWISE NOTED.APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH(76 MM)MINIMUM 4-PROJ. COVER ON REINFORCEMENT. 9. FOUNDATION DESIGN ASSUMES STRUCTURAL BACKFILL TO BE COMPACTED IN 81NCH(200 MM) GROUND LINE TI''''�I ""P MAXIMUM LAYERS TO 959b OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ®111 h---_. __ .1T ACCORDANCE WITH ASTM D7667.ADDITIONALLY,STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 100 POUNDS PER CUBIC FOOT(16 KWM3). +I - (2)NO.4 CIRCULAR TIES 10. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL REPORT NO.2143761 DATED ENCLOSING VERTICAL 05117/2014 BY GEOTECHNICAL CONSULTANTS,INC. �___________b BARS @ 2-itr O.C.WITH 11. FOUNDATION DEPTH INDICATED IS BASED ON THE GRADE LINE DESCRIBED IN THE REFERENCED I I 2'COVER WITH 24'LAPS. GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION. NO.4 CIRCULAR TIES 12. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL ROUGHEN I ENCLOSING VERTICAL BARS REPORT CONCERNING VERIFICATION OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO Sis' 5'-0' CONSTRUCTION ON 3'CENTERS WITH 24"LAPS. PLACEMENT OF CONCRETE. JOINT TO A FULL 13. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND AMPLITUDE OF 1/4' I (8)NO.7 VERTICAL BARS EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN EQUALLY SPACED ON A IS IN. ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. DIA.CIRCULAR CAGE WITH 90 14. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE a- "-'---I DEG.HOOKS AT BOTTOM. PROCEDURES RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. 15. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT rRODucrs CONSTRUCTION MATERIALS,INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. PO RDX SM 16. FOR FOUNDATION AND ANCHOR TOLERANCES SEE STRUCTURE ASSEMBLY DRAWING. TOLL FREE I$00.72-RO 5999 ---------- 12 BAR DIA (MIN) TOLL RtEE 800.777•ROHN 2'-0' � 17. LOOSE MATERIAL SMALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. rHa n+wwcarawavunar rac�rtamr iR N. rDrowa:o mraR orruco a.nou Ra arurwmDur 18. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE E HORIZONTAL BARS OOPM"R1p1m16°" MATERIALS,INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY EQUALLY SPACED EACH WAY TOWER RESOURCE MANAGEMENT �� (18 TOTAL). DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION. BASE PIER 19. CONCRETE PREFERABLY SHALL BE PLACED AGAINST UNDISTURBED SOIL.WHEN FORMS ARE FOUNDATION DETAILS ELEVATION VIEW NECESSARY,THEY SHALL BE REMOVED PRIOR TO PLACING STRUCTURAL BACKFILL. BARNSTABLE,MA 20. CONSTRUCTION JOINTS,IF REQUIRED AT THE BASE OF THE PIERS,MUST BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF 1/4 INCH(6 MM). FOUNDATION DESIGN ASSUMES NO Dwr1: WD: DATE: OTHER CONSTRUCTION JOINTS. sro NA lUN/30/19 21. TOP OF FOUNDATION OUTSIDE LIMITS OF BEARING PLATE SHALL BE SLOPED TO DRAIN WITH A ENCR; SHEET R: FACTORED REACTIONS CONCRETE VOLUME FLOATED FINISH.AREA INSIDE LIMITS OF BEARING PLATE SHALL BE LEVEL 1OP "" ` Pw.MR: (ROUND PIER) 22. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4-X 3/4-(19MM X 19MM)MINIMUM. 5M PRl roANca: DOWNLOAD o 157.8 KIPS 3.8 CU.YDS DRAMNG NO. REv: SHEAR a 6.1 KIPS NOTE:SEE STRUCTURE ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE 210696-01-Fl 1 EMBEDMENT DRAWING NUMBER. 7 FILE N0. GENERAL NOTES 210696 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED REVISIONS PROFESSIONAL ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE ml DESCRIMON JOWN1 CHKI APP DATA PROVIDED.FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE aenseo o:nLnsmNSAw Lxsiw FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS � w ENCOUNTERED. .anvu A)UPLIFT ANGLE WITH VERTICAL-0.0 DEGREES. B)ULTIMATE NET HORIZONTAL PRESSURE=600 PSFIFT. - ALLOWABLE NET HORIZONTAL PRESSURE=300 PSFIFT. TO TOWER AXIS CC C)GROUND WATER TABLE AT OR BELOW DEPTH OF FOUNDATION. C 18-0' 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES,SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED,THE LATEST REVISION OF AC1318."BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'.PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 3. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 4. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS.THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE.AS A MINIMUM,CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,600 PSI(31A MPA)IN 28 DAYS. S. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 113 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING.MAXIMUM S12E MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. 6. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS GUY RADIUS=192 FT. OTHERWISE INDICATED. FLAN 7. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. 8. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 31NCHES(76 MM)UNLESS OTHERWISE NOTED.APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH(78 MM)MINIMUM COVER ON CENTERLINE REINFORCEMENT. OF ART NUMBER AT TOP 9. FOUNDATION DESIGN ASSUMES STRUCTURAL BACKFILL TO BE COMPACTED IN 8 INCH(200 MM) ANCHOR MAXIMUM LAYERS TO 95%OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM 01557.ADDITIONALLY,STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 100 POUNDS PER CUBIC FOOT(16 KNIM3). 10. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL REPORT NO.2143781 DATED 0SH712014 BY GROUND LINE GEOTECHNICAL CONSULTANTS,INC. )))®�)®III IIII®II®II®�)®III�II®II) 11. FOUNDATION DEPTH INDICATED IS BASED ON THE GRADE LINE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT.FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL CENTROID OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION. 0 ANCHOR 1=372' OF BLOCK 12. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL e REPORT CONCERNING VERIFICATION OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO 0 ANCHOR 2=40.5' (5)NO.7 BARS TOP AND PLACEMENT OF CONCRETE. O ANCHOR 3=41.8' 13. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND BOTTOM LAYERS EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE.CONSTRUCTION SHALL BE IN ACCORDANCE fq STIRRUPS W/19' (4)NO.7 BARS FRONT WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. LAPS 12'O.C. AND BACK FACES 14. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES ANCHORED W/90' (14 BARS TOTAL) RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. HOOKS AROUND A 16. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT HORIZONTAL BAR. - CONSTRUCTION MATERIALS,INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE P Q �- ACCEPTABLE BARED ON CONDITIONS EXISTING AT THE SITE. 3,$" 16. FOR FOUNDATION AND ANCHOR TOLERANCES SEE STRUCTURE ASSEMBLY DRAWING. 17. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PRoo�9 _A PLACEMENT.SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. 18. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE FO box 5999 MATERIALS,INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE THE PEORIA.IL61601-S999 3"MIN.COVER STRENGTH OR DURABILITY OF THE FOUNDATION. TOLL FREE BOD-727-RMN 19. FOUNDATION DESIGN ASSUMES CONTINUOUS CONCRETE PLACEMENT WITHOUT CONSTRUCTION wwc rarmonnoaww rtN,rormu JOINTS. aTwumox.mrrtomn.wnm wurrwnHour 20. THE PORTION OF ALL STEEL ANCHORS,FROM TOP OF ANCHOR BLOCK TO GROUND LEVEL,SMALL BE wawman COATED WITH BITUMEN.DESIGN ASSUMES PERIODIC INSPECTIONS WILL BE PERFORMED OVER THE TOWER RESOURCE MANAGEMENT LIFE OF THE STRUCTURE TO DETERMINE IF ADDITIONAL ANCHOR CORROSION PROTECTION MEASURES ANCHOR BLOCK MUST BE IMPLEMENTED BASED ON OBSERVED SITE-SPECIFIC CONDITIONS. FOUNDATION DETAILS ELEVATION 21. GRADING MAY BE REQUIRED TO PROVIDE PROPER DRAINAGE AWAY FROM ANCHOR AND TO MAINTAIN 6 BMSTABLE,MA INCHES(162MM)MINIMUM CLEARANCE TO EQUALIZER PLATE. 22. DEPTH OF ANCHOR BLOCK SHOWN ON DRAWING MUST BE MAINTAINED AT ALL POINTS WITHIN AN AREA DWN: Onto: DATE: DEFINED BY THE PLAN DIMENSIONS OF THE ANCHOR BLOCK PLUS HORIZONTAL DISTANCE IN EACH SM HA 1UN/30114 DIRECTION EQUAL TO THE SPECIFIED ANCHOR BLOCK DEPTH BELOW GRADE.FILL,WHEN REQUIRED, ENGR: SHEET a: FACTORED REACTIONS VOLUME OF CONCRETE SHALL MEET THE COMPACTION REQUIREMENTS SPECIFIED FOR STRUCTURAL BACKFILL. vRI.ENGR: Nu MANGRFI HORIZONTAL= SSA KIPS 7.8 CU.YDS.PER BLOCK NRAWING NUMBER oRAw1rc Ho: OTE:SEE STRUCTURE ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE EMBEDMENT SM VERTICAL = 50.8 KIPS 23A CU.YDS.FOR 3 BLOCKS D REV 210696-01-F2 ] M&MR,'Aft.WIN Mon 01iff HTowerSoft ENGIMEERING SOFTWARE TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240, No.80 GUYED TOWER Site: BARNSTABLE, MA, Date and Time: 6/30/2014 2:20:14 PM Engineer: SM DESIGN SPECIFICATM 240.00(10 Resign Standard_ANSU1-222-r205 Add2 Basic Vfind Speed(No fse)=152-0(rnph) Basic Kind Speer!(Vtfith Ice)=40 0(mph) ' 217M C I Z X 2o_7— - -- Design Ice Thickness=0.75(in) Structure Cwas=III Exposure Category=C Topographic Category=1 Elm GoySire WLTension 00 (Kps) 82.50 3-EH SM 3.50 157M 3-EH 518 424 217.50 6-EH9f16 3.50 157-50{ 82.50:(ft) G'4C58s'S MAXIMUM BASE REACTIONS Download(Kips) 157.8 Shear(Kips) 6.1 C�•8K Ali /-�AP/US Torsion(Kipsf) 0.0 5oe8K OTowerSoft ENG1NMING SOT-IWME TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROBN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM Section A: PROJECT DATA Project Title: 240' No.80 GUYED TOWER Customer Name: TOWER RESOURCE MANAGEMENT Site: BARNSTABLE, MA Contract No.: 210696 Revision: 0 Engineer: SM Date: Jun 30 2014 Time: 02:15:57 PM Design Standard: ANSI/TIA-222-G-2005 Addendum 2 GENERAL DESIGN CONDITIONS Start wind direction: 0.00 (Deg) End wind direction: 330.00 (Deg) Increment wind direction: 30.00 (Deg) ✓ Elevation above ground: 0.00(ft) Gust Response Factor Gh: 0.85 Structure class: III Exposure category: C Topographic category: 1 Material Density: 490.1(lbs/ft^3) Young's Modulus: 29000.0(ksi) Poisson Ratio: 0.30 i Weight Multiplier: 1.00 Minimum Bracing Resistance as per 4.4.1 Mast Shear and Torsion: Section 3.7 applies WIND ONLY CONDITIONS: Ultimate Design Wind Speed (No Ice): 152.00(mph) Nominal Design Wind Speed (No Ice) : 117.74(mph) Directionality Factor Kd: 0.85 Importance Factor I: 1.00 Wind Load Factor: 1.60 s Dead Load Factor: 1.20 Dead Load Factor for Guys: 1.00 WIND AND ICE CONDITIONS: Basic Wind Speed (With Ice) : 40.00(mph) Directionality Factor Kd: 0.85 Wind Load Importance Factor Iw: 1.00 Ice Thickness Importance Factor Ii: 1.25 Ice Thickness: 0.75(in) Ice Density: 56.19(lbs/ft^3) Wind Load Factor: 1.00 Dead Load Factor: 1.20 Ice Load Factor: 1.00 i Dead Load Factor for Guys: 1.00 Temperature Reduction with Ice: 50.4 (Deg. Fahrenheit) WIND ONLY SERVICEABILITY CONDITIONS: Serviceability Wind Speed: 60.00(mph) Directionality Factor Kd: 0.85 Importance Factor I: 1.00 Wind Load Factor: 1.00 Dead Load Factor: 1.00 Dead Load Factor for Guys: 1.00 PATTERN LOADING (IF APPLICABLE) CONDITIONS: , Ultimate Design Wind Speed (No Ice): 152.00(mph) Nominal Design Wind Speed (No Ice): 117.74(mph) Page A 1 NTowerSoft EMNEERINQ SOFTWARE �vw asis TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROAN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240, No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM Directionality Factor Kd: 0.85 Importance Factor I: 1.00 Wind Load Factor: 1.60 Dead Load Factor: 1.20 Dead Load Factor for Guys: 1.00 Additional axial forces in horizontal members at Guy and Torsion Resistor levels due to local effect of Guys and/or TRs are considered. Analysis performed using: Robot Millenium Finite Element Analysis Software (by Robobat) I i Page A 2 §TowerSoft E NGMEERING SOf7WARE Ti�w.lu aka TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: S14 Section B: STRUCTURE GEOMETRY TOWER GEOMETRY Cross-Section Height Tot Height # of Section Bot Width Top Width (ft) (ft) (in) (in) Triangular 240.00 240.00 13 12.00 41.00 SECTION GEOMETRY Sec Sec. Name Elevation Widths Masses Brcg. Bottom Top Bottom Top Legs Brcg. Sec.Brc Int.Brc Sect. Database Clear. 4 (ft) (ft) (in) (in) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (in) 13 84X 220.00 240.00 41 41 601 191 0 0 792 684 0.787 12 84HXll 200.00 220.00 41 41 714 377 0 0 1091 1020 0.787 11 84X 180.00 200.00 41 41 601 191 0 0 792 684 0.787 10 84X 160.00 180.00 41 41 601 191 0 0 792 684 0.787 9 84HXll 140.00 160.00 41 41 714 377 0 0 1090 1020 0.787 8 84 120.00 140.00 41 41 542 100 0 0 641 574 0.787 7 84X 100.00 120.00 41 41 601 190 0 0 792 684 0.787 6 84HX 80.00 100.00 41 41 714 190 0 0 904 823 0.787 5 84X 60.00 80.00 41 41 601 190 0 0 791 684 0.787 4 84 40.00 60.00 41 41 542 100 0 0 641 574 0.787 3 64H 2O.00 40.00 41 41 654 100 0 0 754 685 0.787 2 84HC 5.00 20.00 41 41 519 77 0 0 596 539 0.787 1 80TB5 0.00 5.00 12 41 119 276 0 0 395 373 1.000 Total Mass: 7522 2549 0 0 10072 9027 PANEL GEOMETRY Sec# Pnl# Type SecBrcg Mid. Horiz Horiz Height Bottom Top Plan Hip Gusset Gusset Continuous Width Width Bracing Bracing Plate Plate Area Weight (ft) (in) (in) (ft^2) (lbs) 13 8 X (None) Yes 2.5 41.0 41.0 (None) (None) 0.161 22.49 13 7 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 13 6 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 13 5 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 13 4 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 13 3 X (None) None 2.5 41.0 4.1.0 (None) (None) 0.129 6.61 13 2 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 13 1 X (None) Ncne 2.5 41.0 41.0 (None, (None) 0.161 22.49 12 8 X (None) Yes 2.5 41.0 41.0 (None) (None) 0.161 22.49 12 7 X (None) None 2.5 41.0 41.0 (None). (None) 0.129 6.61 12 6 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 12 5 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 12 4 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 12 3 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 12 2 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 12 1 X (None) None 2.5 41.0 41.0 (None) (None) 0.161 22.49 11 8 X (None) Yes 2.5 41.0 41.0 (None) (None) 0.161 22.49 11 7 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 11 6 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 11 5 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 11 4 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 11 3 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 11 2 X (None) None 2.5 41.0 41.0 (None) (None) 0.129 6.61 11 1 X (None) None 2.5 41.0 41.0 (None) (None) 0.161 22.49 10 8 X (None) Yes 2.5 40.9 41.0 (None) (None) 0.161 22.49 10 7 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 10 6 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 10 5 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 10 4 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 10 3 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 Page B 1 OTowerSoft ENWNEEIZM SOFT ME �rwjt:+wia TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoPt www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240, No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: S14 10 2 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 10 1 X (None) None 2.5 40.9 40.9 (None) (None) 0.161 22.49 9 8 X (None) Yes 2.5 40.9 40.9 (None) (None) 0.161 22.49 9 7 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 9 6 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 9 5 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 9 4 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 9 3 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 9 2 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 9 1 X (None) None 2.5 40.9 40.9 (None) (None) 0.161 22.49 8 8 Single (None) Yes 2.5 40.9 40.9 (None) (None) 0.161 22.49 8 7 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 8 6 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 8 5 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 8 4 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 8 3 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 8 2 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 8 1 Single (None) None 2.5 40.9 40.9 (None) (None) 0.161 22.49 7 8 X (None) Yes 2.5 40.9 40.9 (None) (None) 0.161 22.49 7 7 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 7 6 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 7 5 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 7 4 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 7 3 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 7 2 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 7 1 X (None) None 2.5 40.9 40.9 (None) (None) 0.161 22.49 6 8 X (None) Yes 2.5 40.9 40.9 (None) (None) 0.161 22.49 6 7 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 6 6 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 6 5 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 6 4 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 6 3 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 6 2 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 6 1 X (None) None 2.5 40.9 40.9 (None) (None) 0.161 22.49 5 8 X (None) Yes 2.5 40.9 40.9 (None) (None) 0.161 22.49 5 7 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 5 6 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 5 5 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 5 4 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 5 3 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 5 2 X (None) None 2.5 40.9 40.9 (None) (None) 0.129 6.61 5 1 X (None) None 2.5 40.9 40.9 (None) (None) 0.161 22.49 4 8 Single (None) Yes 2.5 40.8 40.9 (None) (None) 0.161 22.49 4 7 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 4 6 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 4 5 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 4 4 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 4 3 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 4 2 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 4 1 Single (None) None 2.5 40.8 40.8 (None) (None) 0.161 22.49 3 8 Single (None) Yes 2.5 40.8 40.8 (None) (None) 0.161 22.49 3 7 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 3 6 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 3 5 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 3 4 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 3 3 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 3 2 Single (None) None 2.5 40.8 40.8 (None) (None) 0.065 3.31 3 1 Single (None) None 2.5 40.8 40.8 (None) (None) 0.161 22.49 2 6 Single (None) Yes 2.5 40.8 40.8 (None) (None) 0.161 22.49 2 5 Single (None) None 2.5 40.9 40.8 (None) (None) 0.065 3.31 2 4 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 2 3 Single (None) None 2.5 40.9 40.9 (None) (None) 0.065 3.31 2 2 Single (None) None 2.5 41.0 40.9 (None) (None) 0.065 3.31 2 1 Single (None) None 2.5 41.0 41.0 (None) (None) 0.161 22.49 Page B 2 uTbwerSoft E MNEERING SOFTWARE TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: A:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM 1 2 X (None) Yes 2.5 26.5 41.0 (None) (None) 0.000 0.00 1 1 X (None) Yes 2.5 12.0 26.5 (None) (None) 0.000 0.00 MEMBER PROPERTIES Sec/ Type Description Steel Conn. Bolt Bolt End Edge Gusset Bolt Dble Member Pnl Grade Type #-Size Grade Dist. Dist. Thick. Space Spacing Mem. Stitch Bolt (in) (in) (in) (in) (in) (in) (ft) 13/8 Leg PIPE 2.875x0.203 A572 gr.50Tension 4=0.750 A325X 13/8 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/8 Horiz PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 13/7 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0..750 A325X 13/6 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 13/5 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 13/4 Diag PIPE 1.500xO.O58 A572 gr.42BOlted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 13/3 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 13/2 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 13/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 13/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/8 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/8 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/8 Horiz PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/7 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/7 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/6 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/6 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 M 50 0.375 1.875 12/5 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/5 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/4 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/4 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/3 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/3 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 12/2 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/2 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N .1.000 0.750 0.375 1.875 12/1 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 12/1 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/8 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/8. Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/8 Horiz PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/7 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/6 Diag PIPE 1.500xO.O58 A572 gr.42BOlted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/5 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/4 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/3 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 11/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/2 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N. 1.000 0.750 0.375 1.875 11/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 11/1 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 Page B 3 HTowerSoft ENGINEERING SOFTWARE TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC Alflmh� (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM 10/8 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/8 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/8 Horiz PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/7 Diag PIPE 1.500xO.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/6 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/5 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/4 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/3 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.675 10/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/2 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 10/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 10/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/8 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/8 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/8 Horiz PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/7 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/7 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/6 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/6 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.B75 9/5 Leg PIPE 2.875x0.276 A572 gr.50Ten5ion 4-0.750 A325X 9/5 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/4 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/4 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/3 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/3 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.B75 9/2 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/2 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 9/1 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 9/1 Diag PIPE 1.500x0.12 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/8 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/8 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/8 Horiz PIPE 1.500x0.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/7 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/6 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/5 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/4 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/3 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/2 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 8/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 8/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/8 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/8 Diag PIPE 1.500xO.O58 A572 gr.423olted 1-0.500 A325N 1.000 0.750 0.375 1.815 7/8 Horiz PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/7 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/6 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/5 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X Page B 4 HTbwerSoft Niq ENGINEERING SOMARE o a��►:a TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM 7/4 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/3 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/2 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 7/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 7/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/8 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/8 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/8 Horiz PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/7 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/7 Diag PIPE 1.5000.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/6 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/6 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/5 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/5 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/4 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/4 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/3 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/3 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/2 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/2 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 6/1 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 6/1 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/B Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/8 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/8 Horiz PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/7 Diag PIPE 1.500xO.O5B A572 gr.42Bolted 1-0.500 A325N 1.000 - 0.750 0.375 1.875 5/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/6 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/5 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/4 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/3 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/2 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 5/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 5/1 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/8 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/8 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/8 Horiz PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/7 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/7 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/6 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/6 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/5 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/5 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/4 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/4 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/3 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/3 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/2 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/2 Diag PIPE 1.5000.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 4/1 Leg PIPE 2.875x0.203 A572 gr.50Tension 4-0.750 A325X 4/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.150 0.375 1.875 3/8 Leg PIPE 2.875x0.216 A572 gr.50Tension 4-0.750 A325X 3/8 Diag PIPE 1.500x0.058 I A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 Page B 5 ffiTowerSoft iq� ENGMEERING SOFTWARE Drn:76*6ie TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM 3/8 Horiz PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/7 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/7 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/6 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/6 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/5 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/5 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/4 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/4 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/3 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/3 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/2 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/2 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 3/1 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 3/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000. 0.750 0.375 1.875 2/6 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 2/6 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 2/6 Horiz PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 2/5 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 2/5 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 2/4 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 2/4 Diag PIPE 1.500xO.O58 A572 gr.42BOlted 1-0.500 A325N 1.000 0.750 0.375 1.875 2/3 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 2/3 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 2/2 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 2/2 Diag PIPE 1.500x0.058 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.375 1.875 2/1 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 2/1 Diag PIPE 1.500xO.O58 A572 gr.42Bolted 1-0.500 A325N 1.000 0.750 0.335 1.835 1/2 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 1/2 Diag L2 1/2x2 1/2xl/4 A36 Welded n/a n/a n/a n/a 1/2 Horiz L4x4xl/4 A36 Welded n/a n/a n/a n/a 1/1 Leg PIPE 2.875x0.276 A572 gr.50Tension 4-0.750 A325X 1/1 Diag L2 1/2x2 1/2xl/4 A36 Welded n/a n/a n/a n/a 1/1 Horiz L4x4xl/4 A36 Welded n/a n/a n/a n/a Page B 6 i NTowerSoft E MNEERING SOFTWARE TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM Section L: STRENGTH ASSESSMENT SORTED DATA Load Combination Max Envelope Wind Direction Maximum Sec Pnl Elev. MType Desc. Len kI/r Gov. Gov. Max Max Asses. comp. tens. Compr. Tens. Ratio cap. cap. (ft) (ft) (Kips) (Kips) (Kips) (Kips) 13 8 237.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 3.1 1.4 0.04 13 7 235.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 3.5 2.8 0.05 13 6 232.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 4.9 4.2 0.07 13 5 230.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 6.2 5.5 0.09 13 4 227.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 11.4 11.3 0.16 13 3 225.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 16.5 17.7 0.23 13 2 222.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 21.5 24.0 0.31 13 1 220.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 26.5 30.3 0.40 12 8 217.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 32.2 37.0 0.37 12 7 215.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 33.9 16.6 0.36 12 6 212.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 30.0 13.8 0.32 12 5 210.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 29.6 10.9 0.31 12 4 207.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 32.9 7.9 0.35 12 3 205.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 35.6 6.4 0.38 12 2 202.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 38.2 9.2 0.41 12 1 200.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 40.9 13.6 0.43 11 8 197.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 42.9 16.2 0.60 11 7 195.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 44.6 19.0 0.62 11 6 192.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 46.3 21.9 0.65 11 5 190.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 48.1 24.7 0.67 11 4 187.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 49.5 24.7 0.69 11 3 185.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 49.7 24.4 0.69 11 2 182.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 49.9 24.1 0.70 11 1 180.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 50.1 23.8 0.70 10 8 177.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 50.8 23.4 0.71 i 10 7 175.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 46.2 19.0 0.65 10 6 172.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 41.6 14.5 0.58 10 5 170.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 37.2 10.1 0.52 10 4 167.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 33.0 6.0 0.46 10 3 165.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 29.0 9.2 0.41 10 2 162.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 32.2 12.4 0.45 10 1 160.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 35.8 15.6 0.50 9 8 157.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 42.2 19.3 0.45 9 7 155.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 42.7 7.3 0.45 9 6 152.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 40.6 2.6 0.43 9 5 150.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 38.4 0.0 0.41 / 9 4 147.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 36.5 0.0 0.39 9 3 145.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 35.6 0.0 0.38 9 2 142.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 36.3 0.0 0.39 9 1 140.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 37.9 1.6 0.40 8 8 137.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 39.2 3.0 0.67 8 7 135.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 40.1 4.6 0.69 8 6 132.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 41.3 6.3 0.71 8 5 130.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 43.0 7.9 0.74 8 4 127.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 43.6 8.1 0.75 8 3 125.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 44.1 8.4 0.76 8 2 122.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 44.6 8.8 0.77 f 8 1 120.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 45.1 9.3 0.77 7 8 117.50 Leg PIPE 2.875x0.203 2.50 30.5 11.5 76.6 45.2 9.1 0.63 7 7 115.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 43.9 7.7 0.61 7 6 112.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 42.5 6.2 0.59 7 5 110.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 41.6 4.8 0.58 7 4 107.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 42.0 3.1 0.59 7 3 105.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 41.5 0.0 0.58 7 2 102.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 41.2 0.0 0.58 Page L 1 F i HTbwerSoft ENGMEERIMG SORWARE o a.►a TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM 7 1 100.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 40.8 0.0 0.57 6 8 97.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 41.3 0.0 0.44 ' 6 7 95.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 40.8 0.0 0.43 6 6 92.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 41.0 0.0 0.43 6 5 90.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 41.3 0.0 0.44 6 4 87.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 44.0 4.9 0.47 6 3 85.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 49.8 9.3 0.53 6 2 82.50 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 55.7 15.0 0.59 6 1 80.00 Leg PIPE 2.875x0.276 2.50 31.3 94.3 101.4 56.0 9.0 0.59 5 8 77.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 50.2 4.7 0.70 5 7 75.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 48.5 0.0 0.68 5 6 72.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 48.0 0.0 0.67 5 5 70.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 48.3 0.0 0.67 5 4 67.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 49.1 0.0 0.69 5 3 65.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 49.8 0.0 0.70 5 2 62.50 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 50.6 0.0 0.71 5 1 60.00 Leg PIPE 2.875x0.203 2.50 30.5 71.5 76.6 51.4 0.0 0.72 4 8 57.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 52.3 0.0 0.90 4 7 55.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 52.9 1.6 0.91 4 6 52.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 53.4 3.4 0.92 4 5 50.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 54.0 5.1 0.93 4 4 47.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 55.0 5.5 0.94 4 3 45.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 55.9 6.1 0.96 4 2 42.50 Leg PIPE 2.875x0.203 2.50 61.0 58.3 16.6 56.8 6.8 0.97 4 1 40.00 Leg PIPE 2.875x0.203 2.50 61.0 58.3 76.6 57.8 7.6 0.99 3 8 37.50 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 57.9 7.4 0.76 3 7 35.00 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 57.7 6.9 0.76 3 6 32.50 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 57.5 6.4 0.76 3 5 30.00 Leg PIPE 2.815x0.276 2.50 62.6 76.1 101.4 57.3 5.8 0.75 3 4 27.50 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 57.2 5.1 0.75 3 3 25.00 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 56.0 3.4 0.74 3 2 22.50 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 55.6 1.6 0.73 3 1 20.00 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 55.4 0.0 0.73 2 6 17.50 Leg PIPE 2.875xO.276 2.50 62.6 76.1 101.4 55.4 0.0 0.73 2 5 15.00 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 55.0 0.0 0.12 2 4 12.50 Leg PIPE 2.B75x0.276 2.50 62.6 76.1 101.4 54.6 0.0 0.72 f 2 3 10.00 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 54.7 0.0 0.72 2 2 7.50 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 54.2 0.0 0.71 2 1 5.00 Leg PIPE 2.875x0.276 2.50 62.6 76.1 101.4 53.7 0.0 0.71 1 2 2.50 Leg PIPE 2.875x0.276 2.60 31.3 94.3 101.4 53.1 0.0 0.56 1 1 0.00 Leg PIPE 2.875x0.276 2.60 31.3 94.3 101.4 53.5 0.0 0.57 13 8 237.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 1.4 1.4 0.28 13 7 235.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 1.5 1.5 0.29 13 6 232.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 1.8 1.8 0.36 13 5 230.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.2 2.2 0.42 13 4 227.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.8 3.8 0.75 13 3 225.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.9 3.9 0.76 13 2 222.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.9 3.9 0.77 13 1 220.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.0 4.0 0.78 l 12 8 217.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 4.1 4.1 0.52 12 7 215.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 6.6 6.6 0.82 12 6 212.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 6.3 6.3 0.80 12 5 210.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 6.1 6.1 0.77 12 4 207.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 5.3 5.3 0.67 12 3 205.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 5.3 5.3 0.66 12 2 202.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 5.2 5.2 0.66 12 1 200.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 5.2 5.2 0.65 11 8 197.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.7 4.7 0.92 i 11 7 195.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.3 4.3 0.84 11 6 192.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.9 3.9 0.77 i it 5 190.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.5 3.5 0.69 11 4 181.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.8 2.8 0.56 11 3 185.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.6 2.6 0.51 Page L 2 ITowerSoft ENG1PlEEFOW SOFTWARE D+w�swls TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240, No.8O GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: S14 11 2 182.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.6 2.6 0.51 11 1 180.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.6 2.6 0.51 10 8 177.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.1 4.1 0.81 10 7 175.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.2 4.2 0.82 10 6 172.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.3 4.3 0.84 10 5 170.00 Diag PIPE 1.50Ox0.058 4.23 104.0 5.1 5.3 4.4 4.4 0.85 10 4 167.50 Diag PIPE 1.50Ox0.058 4.23 104.0 5.1 5.3 4.8 4.8 0.93 10 3 165.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.8 4.8 0.95 10 2 162.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.9 4.9 0.97 10 1 160.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 5.0 5.0 0.98 9 8 157.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 5.2 5.2 0.65 9 7 155.00 Diag PIPE 1.500xO.12 4.23 105.6 7.9 7.9 3.3 3.3 0.42 9 6 152.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 3.2 3.2 0.41 9 5 150.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 3.2 3.2 0.40 9 4 147.50 Diag PIPE 1.500xO.12 4.23 105.6 7.9 7.9 2.8 2.8 0.36 9 3 145.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 2.8 2.8 0.35 9 2 142.50 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 2.7 2.7 0.34 9 1 140.00 Diag PIPE 1.500x0.12 4.23 105.6 7.9 7.9 2.6 2.6 0.33 8 8 137.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.6 4.6 0.90 8 7 135.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.5 4.5 0.88 8 6 132.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.3 4.3 0.85 8 5 130.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 4.2 4.2 0.83 8 4 127.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.6 3.6 0.71 8 3 125.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.3 3.3 0.64 8 2 122.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.1 3.1 0.61 8 1 120.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.1 3.1 0.60 7 8 117.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.0 2.0 0.39 7 7 115.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.1 2.1 0.40 7 6 112.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.2 2.2 0.42 7 5 110.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.3 2.3 0.44 7 4 107.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.7 2.7 0.53 7 3 105.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.8 2.8 0.54 7 2 102.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.8 2.8 0.56 7 1 100.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 2.9 2.9 0.57 6 8 97.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.3 3.3 0.65 6 7 95.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.4 3.4 0.66 6 6 92.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.5 3.5 0.68 6 5 90.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.5 3.5 0.70 6 4 87.50 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.8 3.8 0.75 6 3 85.00 Diag PIPE 1.500x0.058 4.23 104.0 5.1 5.3 3.9 3.9 0.77 6 2 82.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 4.0 4.0 0.78 / 6 1 80.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.6 3.6 0.70 5 8 77.50 Diag PIPE 1.5000.058 4.22 104.0 5.1 5.3 3.2 3.2 0.63 5 7 75.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.2 3.2 0.62 5 6 72.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.1 3.1 0.60 5 5 70.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.0 3.0 0.59 5 4 67.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 2.7 2.7 0.52 5 3 65.00 Diag PIPE 1.500x0.05B 4.22 104.0 5.1 5.3 2.6 2.6 0.51 5 2 62.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 2.6 2.6 0.50 5 1 60.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 2.5 2.5 0.49 4 8 57.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 4.4 4.4 0.87 / 4 7 55.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 4.3 4.3 0.85 4 6 52.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 4.2 4.2 0.83 4 5 50.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 4.1 4.1 0.81 4 4 47.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.6 3.6 0.71 4 3 45.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.6 3.6 0.70 4 2 42.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.5 3.5 0.70 4 1 40.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.5 3.5 0.69 3 8 37.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.4 3.4 0.68 3 7 35.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.4 3.4 0.67 3 6 32.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.4 3.4 0.67 3 5 30.00 Diag PIPE 1.500x0.05B 4.22 104.0 5.1 5.3 3.4 3.4 0.67 3 4 27.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.3 3.3 0.65 3 3 25.00 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.3 3.3 0.65 Page L 3 HTowerSoft ENGINEERING SOFTWARE TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2014 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM 3 2 22.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.3 3.3 0.65 3 1 20.00 Diag PIPE 1.500xO.O58 4.22 104.0 5.1 5.3 3.3 3.3 0.65 2 6 17.50 Diag PIPE 1.500x0.058 4.22 104.0 5.1 5.3 3.3 3.3 0.65 2 5 15.00 Diag PIPE 1.500xO.O58 4.22 104.0 5.1 5.3 3.3 3.3 0.65 2 4 12.50 Diag PIPE 1.500xO.O58 4.23 104.0 5.1 5.3 3.3 3.3 0.65 2 3 10.00 Diag PIPE 1.500xO.O58 4.23 104.0 5.1 5.3 3.7 3.7 0.72 2 2 7.50 Diag PIPE 1.500xO.O58 4.23 104.0 5.1 5.3 3.8 3.8 0.75 2 1 5.00 Diag PIPE 1.500xO.O58 4.23 104.0 5.1 5.3 3.9 3.9 0.77 1 2 2.50 Diag L2 1/2x2 1/2x1/4 3.78 54.8 32.9 38.5 2.0 2.0 0.06 1 1 0.00 Diag L2 1/2x2 1/2x1/4 2.99 44.1 34.8 38.5 1.8 1.8 0.05 13 8 237.50 Horiz PIPE 1.500x0.058 3.42 93.4 5.8 5.3 0.1 0.1 0.01 12 8 217.50 Horiz PIPE 1.500x0.12 3.42 94.3 7.9 7.9 0.6 0.6 0.07 11 8 197.50 Horiz PIPE 1.500xO.O58 3.41 93.4 5.8 5.3 0.7 0.7 0.14 10 8 177.50 Horiz PIPE 1.500x0.058 3.41 93.4 5.8 5.3 0.9 0.9 0.16 9 8 157.50 Horiz PIPE 1.500x0.12 3.41 94.3 7.9 7.9 0.7 0.7 0.09 8 8 137.50 Horiz PIPE 1.500x0.058 3.41 93.4 5.8 5.3 0.7 0.7 0.13 7 8 117.50 Horiz PIPE 1.500xO.O58 3.41 93.4 5.8 5.3 0.8 0.8 0.15 6 8 97.50 Horiz PIPE 1.500x0.058 3.41 93.4 5.8 5.3 0.7 0.7 0.13 5 8 77.50 Horiz PIPE 1.500x0.058 3.41 93.4 5.8 5.3 0.9 0.9 0.16 4 8 57.50 Horiz PIPE 1.500xO.O58 3.40 93.4 5.8 5.3 0.9 0.9 0.17 3 8 37.50 Horiz PIPE 1.500xO.O58 3.40 93.4 5.8 5.3 1.0 1.0 0.19 2 6 17.50 Horiz PIPE 1.500x0.058 3.40 93.4 5.8 5.3 1.0 1.0 0.18 1 2 2.50 Horiz L4x4x1/4 3.42 83.8 43.2 62.8 0.9 0.9 0.02 1 1 0.00 Horiz L4x4x1/4 2.21 74.8 46.6 62.8 0.9 0.9 0.02 Page L 4 OTowerSoft ENGINEERM SOFTWARE a.wrlawis TSTower - v 5.5.8 Tower Analysis Program Licensed to: ROM Products LLC (c) 1997-2014 TowerSo£'t www.TSTower.com Peoria, IL File: W:\Jobs\2014\210696\210696.out Contract: 210696 Revision: 0 Project: 240' No.80 GUYED TOWER Site: BARNSTABLE, MA Date and Time: 6/30/2014 2:20:14 PM Engineer: SM Section N: GUY TENSION DATA Load Combination Max Envelope Wind Direction Maximum Guy Elevation Guy Size Breaking Tension Tension Ratio Level @ Strength At Anch. At Mast (ft) (Kips) (Kips) (Kips) 1 82.50 EH 9/16 35.00 20.45 20.51 0.98 2 157.50 EH 5/8 42.40 23.86 23.99 0.94 3 217.50 EH 9/16 35.00 17.90 18.04 0.86 Page N 1 �l Job#: 210696 ENGR: SM ✓h Date: 6/3012014 Guy Base Pier Design-Revision G , Download = 157.8 kips Base Shear= 6.1 kips Depth= 5 Feet Unit Weight Concrete= 150 pcf Pad Thickness= 2 Feet Unit Weight Soil= 100 pcf Pad Width= 6.5 Feet Pier Diam = 2.5 Feet i fc'= 4500 psi Pier Projection= 0.5 Feet fy= 60000 psi Ultimate Bearing Pressure= 8.5 ksf i phi-s= 0.6 Weight Pad 12.675 Kips Weight Pier 2.58 Kips Weight Soil 11.20 Kips Total Bearing Pressure 4.49•ksf 5.1 ksf allowable OK!ll Concrete Volume 3.8 Cubic Yards Pad Shear Capacity assumed d = 20 Inches Beam action Vu = 9720 Ibs Required Vn= 11436 Ibs Available Vc= 209296 lbs OK 111 Two-way action Vu = 111659 lbs Required Vn = 131363 Ibs bo= 200.0 in Available Vc= 1073313 Ibs OK M Betac= 1.0 alphas= 40 Bending Moment Capacity Factored moment moment arm = 2 Mu = 58322 ft-Ibs 700 in-kips Required Mn = 777.6 in-kips As= 0.72002 in2/ft a= 0.1448 in As= 0.650373 in2/ft Size of Horizontal Bars= #7 rho strength= 0.000417 Number of Horizontal Bars= 8 rho-min= 0.0018 Spacing of Horizontal Bars= 10.28571 Inches As reqd= 2.808 As actual= 4.8 OK!!! i Vertical Rebar Selection Report for Drilled Piers, Base Piers, & Pier&Pad File No. 7VO6% Run Date:08/11/14 Engineer_ Run Time:09:40 REBAR Pier Diamater 30.00Inches Rebar Cage Diameter 18.00Inches Minimum Rebar Requir 4.50Sq In Arc Len Size Qty Area Clr Spc ------ ---- ------ ------- No. 3 41 4.51 1.00 No. 4 23 4.60 1.95 No. 5 15 4.65 3.14 No. 6 11 4.84 4.39 No. 7 8 4.80 6.19 No. 8 6 4.74 8.42 No. 9 5 5.00 10.18 No. 10 4 5.08 12.86 No. 11 3 4.68 17.43 Rebar Quantity Us 8 Rebar Size Select #7 Actual Rebar Area 4.8OSq In Rebar Clear Spaci 6.19Inches (arc length) CIRCULAR TIES Circular Tie Size 4 Tie Spacing 3.00Inches 1� RI Job#: 210696 ENGR: SM ✓ Date: 8/11/2014 Guy Anchor Block Design-Revision G Pu-v= 50.8 kips Depth of Foundation 8 feet Pu-h= 56.8 kips Frost Depth 5 feet Guy Radius= 192 Feet v HZO Depth 10 feet Anchor Rod Slope= 41.8084 degrees V/H= 10.7/12 DL LF,Conc. 1.0 Pp 0.6 ksf/ft Soil Resistance Factor mswi 0.75 Uplift Angle 0 degrees ✓ Unit Weight of Concrete 150 Ibse Width of Block 4 feet Unit Weight of Soil 100 Ibs/ft3 Thickness of Block 3.5 feet Submerged Unit Weight of Concrete 90 Ibs/ft3 Length of Block 15 feet Submerged Unit Weight of Soil 60 Ibs/ft3 Soil Resistance Factor Os pp 0.5 Volume of Concrete 210 ft3 7.78 yds3 / 640G'K. Is concrete submerged FALSE Unit W Concrete 150 Weight Concrete 31.5 LF'W.o.C. 31.5 kips Volume of Soil above Concrete 270 ft3 Concrete fc'= 4500 psi ✓ Height of soil submerged 0 Rebar fy= 60000 psi Height of soil un-submerged 4.5 Average Unit Weight Soil 100 Weight of Soil 27 longitudinal bar size= #7 LF`W.o.S 20.25 No.of bars Mo-v= 5 10.5" spacing No.of bars Mo-h= 4 12" spacing Half Top Width/Length Adder 0 Volume Cone Soil 0 stirup size= #3 Weight of Cone Soil 0 stirup spacing= 12 inches ms'W.o.SC 0 Reserve Cap Total Uplift Resistance 51.75 kips 0.95 Kips OK!!! Soil Pressure Front 1.0819 ksf Reserve Cap Pressure Resistance 1.875 ksf 41.64 Kips OK!!1 Mu-v= 2286.0 in-kips Vu-v= 25.4 kips Mo-v= 5914.6 in-kips Vo-v= 34.6 kips Mu-h= 2556 in-kips Vu-h= 28.4 kips Mo-h= 5514.7 in-kips Vo-h= 40.2 kips Moment I.R.= 0.85 OKM Shear I.R.v= 0.73 OKII! Shear I.R.h= 0.71 OKM i NSTAR NSTAR ONE NSTAR WAY, WESTWOOD, MA 02090 �TRM 16 CHESTNUT STREET, SURE 220 FOXBOROUGH, MA 02035 (774) 215-5421 www.trmcom.com �_CHAPPELL ENGINEERING SITE NAME: NSTAR SHOOTFLYING HILL ROAD _ASSOCIATES,LLC (NSTAR ELECTRIC COMPANY) R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 OFF MID-CAPE SERVICE ROAD MARLBOROUGH, MA 01752 BARNSTABLE, MA 01862 (5 8) 4 ,-7400 www. i .tom BARNSTABLE COUNTY o c P SITE TYPE: GUYED TOWER y • OS SITE INFORMATION: VICINITY MAP SHEET INDEX L�N��� PROPERTY OWNER: COMMONWEALTH ELECTRIC COMPANY SCALE: V=1000' DWG. DESCRIPTION REV. C/O NSTAR ELECTRIC COMPANY - 2059 SERVICE ROAD ° o_ - "o o T01 TITLE SHEET 6 ENGINEER/LAND SURVEYOR DATE PROPERTY TAX DEPARTMENT ° _ • GN01 GENERAL NOTES 6 R IS A VIOLATION Or LAW POR ANY PERSON, NORWOOD,MA 02062 - Jd �_ O C01 SITE PLAN 6 UNLESS THEY ARE ZHIS UNDER THE DIRECTION - C^ O� OF A LICENSED PROFESSIONAL ENGINEER, APPLICANT: NSTAR ELECTRIC COMPANY o l o. ° �p A01 ONE NSTAR WAY _ - . a Q e p ONE PLAN 8 ELEVATION fi TO ALTER THIS DOCUMENT. WESTWOOD.MA 02090-9230 r�1�, a� -� t:/ A02 SITE DETAILS 6 R�SI�HS 888.633-3797 0 — _ A03 SHELTER ELEVATIONS 6 o o SITE ADDRESS: OFF MID-CAPE SERVICE ROAD f _ a � � e� A04 ROOM LAYOUT PLANS 6 N0. DESCRIPTION DATE BARNSTABLE,MA 01882 COUNTY: BARNSTABLE O ° ISSUED FOR FINAL ........� ° � O' A� SHELTER INTERIOR ELEVATIONS 6 0 e' 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 LATITUDE: N 41°4d 86°59. • � - p. S01 FOUNDATION DETAILS 6 ®• S02 ANCHOR FOUNDATION DETAILS 6 2 ISSUED FOR REVISED 08/26/14 0'LONGITUDE: W70°253.86' �• O - SITE $A o O 09/10/14 ZONING CLASSIFICATION: GP(GROUNDWATER PROTECTION OVERLAY DISTRICT) S03 TOWER DETAILS 6 3 ISSUED FOR FINAL�'o- '� - �•' �_ o ZONING JURISDICTION: TOWN OF BARNSTABLE �L7• E01 ELECTRICAL DIAGRAM,DETAILS 8 NOTES 6 4 ISSUED FOR FINAL 10/30/14 TAX ID PARCEL NUMBER: MAP 214 BLOCK 010 0 _ E02 GROUNDING DIAGRAM,DETAILS 6 NOTES 6 5 ISSUED FOR FINAL Tl/07/l4 ARCHITECT/ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC Oo �' ° r? o• E03 GENERATOR DETAILS 6 6 ISSUED FOR FINAL 01/2t/15 201 BOSTON POST ROAD WEST,SUITE 101 - e - MARLBOROUGH,MA01752 -+a.T j,�� o, PROJECT NAME: POWER COMPANY: NSTAR ELECTRIC COMPANY • �► _` - a-'s - `.'ONE NSTAR WAY NSTAR SHOOTFLYING .o �-o' WESTWOOD,MA 02090.9230 °" -V HILL ROAD 888-6333797 -' _. _ TELEPHONE COMPANY: VERIZON o A uI6a �OIOZ. 4 .. NSTAR ELECTRIC COMPANY 185 FRANKLIN STREET 7 'Sh1d �.> DO NOT SCALE DRAWINGS - BOSTON,MA 02107 ie t OFF MID4CAPE SERVICE ROAD (800)841-9800 o A CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON BARNSTABLE,MA 01862 • Z► - THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNERS REPRESENTATIVE •i *. (4 P IN.WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE j • RESPONSIBLE FOR SAME. DRAWING TITLE; PROJECT DESCRIPTION TITLE SHEET DRIVING DIRECTIONS I. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR DRAWING NO: THE TRANSMISSION OF RADIO SIGNAL FOR THE SOLE USE OF THE APPLICANT. T O NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. I TAKE I-495 SOUTH TOWARD MARLBORO.MERGE ONTO MA-25 EAST. CONTINUE ONTO BLUE STAR MEMORIAL 2. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. HIGHWAY. CONTINUE ONTO MA-28 SOUTH.AT THE TRAFFIC CIRCLE,TAKE THE 5TH EXIT ONTO SANDWICH ROAD. 3. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TURN RIGHT ONTO MID-CAPE CONNECTOR.TAKE THE RAMP ONTO US-6 EAST. TAKE EXIT 5 FOR MA-149 TOWARD g MARSTONS MILLS/WEST BARNSTABLE. DRIVE TO SERVICE ROAD. SITE WILL BE LOCATED ON THE RIGHT HAND SCALE. DESIGNED BY:JYF SHEET NO. O .6 �,') �, I;. SIDE. AS SHOWN ORArN er:CHEcwD .A ff PROJECT NO. aTe 1 a 14 1228.002 06/23/14 o na,at z1v 1LfV1v..1° GENERAL NOTES: 8. SET AND MAINTAIN REINFORCEMENT AT THE COVER(CLEAR DISTANCE)FROM THE SURFACE OF THE CONCRETE AS FOLLOWS: ELECTRICAL INSTALLATION NOTES: i 1. ALL WORK SHALL CONFORM TO NSTAR SPECIFICATION RF86000.AND COMMONWEALTH OF MASSICHUSETTS STATE BUILDING 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS CODE,LATEST EDITION AND TO THE CONTRACT DOCUMENTS.IN CASE OF CONFLICT,THE MOST STRINGENT REQUIREMENT SHALL (A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH... 3 GOVERN. OF THE NEC AND TELCORDA. NSTAR 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION Of ALL EXISTING EQUIPMENT DURING CONSTRUCTION. (B) CONCRETE EXPOSED TO EARTH OR WEATHER AFTER FORM REMOVAL 16 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND /6 THROUGH MA BARS... 2 TRANSPORT CABLING TO THE NEW EFTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 3. THE CONTRACTOR SHALL PROVIDE AND REFER TO CALL,MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND /5 BAR,AND SMALLER- 1-1/2 CONTRACTOR FOR APPROVAL NSTAR DIMENSIONS OF ALL CHASES,SLOTS,INSERTS,CURBS,OPENINGS,SLEEVES,AND ANCHOR REQUIREMENTS NOT SHOWN ON (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY ONE NSTAR WAY, WESTWOOD. MA 02090 STRUCTURAL DRAWINGS. THE NEC AND TELCORDIA 4. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ANCHOR BOLTS,NUTS,SLEEVES,WASHERS,GROUT,CONCRETE PADS SLABS,WALLS,JOISTS/11 BAR AND SMALLER... 0-3/4 AND REINFORCING STEEL REQUIRED FOR THE PROPER INSTALLATION OF ALL EQUIPMENT. 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-SHE CABLE TRAY RUNGS. BEAMS,COLUMNS: 5.EACH END OF EVERY POWER,GROUNDING,AND Tt CONDUCTOR AND CABLE SHALL BE LABELED WITH TRM 5. DIMENSIONS AND ELEVATIONS SHOWN ON EXISTING STRUCTURES AND UTILITIES HAVE BEEN OBTAINED FROM OLD DRAWINGS PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS... 1-1/2 COLOR-CODED INSULATION OR ELECTRICAL TAPE T BRAND, 1/2 INCH PLASTIC ALL BE LA TAPE WITH W OR FROM FIELD SURVEYS.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING WITH FIELD MEASUREMENTS ALL DIMENSIONS AND ELEVATIONS. 9. SET AND TIE ALL REINFORCEMENT BEFORE PLACING CONCRETE SETTING DOWELS AND REINFORCEMENT INTO WET CONCRETE PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH IS PROHIBITED. EXISTING INSTALLATION REQUIREMENTS. 6. ALL CONSTRUCTION EQUIPMENT WORKING IN THE YARD SHALL BE GROUNDED BY NSTAR.NO CONSTRUCTION EQUIPMENT OR PERSONNEL SHALL BE WITHIN 12.5 FEET OF LIVE 115KV BUS. 10.ALL REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS.STOP ALL REINFORCING AT EXPANSION JOINTS. 6.POWER PHASE CONDUCTORS(I.E.,HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR 16 CHESTNUT STREET, SUITE 220 ELECTRICAL TAPE(3M BRAND,%INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL).PHASE FOXBOROUGH, MA 02035 7. TRAP ROCK SHALL CONSIST OF HARD DURABLE STONE FREE FROM SAND,CLAY,FINES AND OTHER DELETERIOUS MATERIAL 11.BUILD ALL CONCRETE MAT FOUNDATIONS TO MINIMIZE THE EFFECTS OF SHRINKAGE BY LISTING ALTERNATE SECTIONS. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS TRAP ROCK SHALL CONFORM TO THE FOLLOWING GRADATION LIMITS: ADJACENT SECTIONS MAY BE CAST WHEN THE PREVIOUSLY PLACED SECTION HAS CURED FOR 48 HOURS AFTER ITS INITIAL SET. (774) 215-5421 CURING REQUIREMENTS ARE SPECIFIED IN SECTION 03310,CAST-IN-PUCE CONCRETE 7.ALL ELECTRICAL COMPONENTS SMALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. www.trmcom.com SIEVE C_A_F PERCENT_ FINER BY WEIGHT ALL EQUIPMENT SMALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE %* 100 12.PROVIDE ONE INCH CHAMFER ON ALL EXPOSED EDGES OF CONCRETE ELEMENTS,SUCH AS COLUMNS,PILASTERS,BEAMS, CONFIGURATION,POWER OR AMPACIIY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E..PANEL BOARD AND CIRCUIT ID-S). IN' 85-100 CURBS,AND EQUIPMENT PADS. 1' 0-5 8.PANEL BOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE 13.FIELD WELDING OF CROSSING REINFORCEMENT BARS BY TACK WELDING IS STRICTLY PROHIBITED. CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ��CHAPPELL ENGINEERING 8. INDIVIDUAL CONDUITS NFORMING TO THE FOLLOWING GRADATION LIMITS:THERMAL SAND SACKFILL FOR CABLE TRENCHES SHALL CONSIST OF SAND WITH A MINIMUM DRY DENSITY OF 105 PCF AND 14.DO NOT PLACE REINFORCEMENT BETWEEN TS WI D D WITHIN REINFORCEUCTfl4NKS. 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. CO SIEVE GIZF PERCENT_ FINER BY WEIGHT 15.FURNISH AND INSTALL WASHER AND HEAVY HEX NUT WITH ALL ASTM A36 ANCHOR BOLTS UNLESS OTHERWISE INDICATED. 10.POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR ` ASSOCIATES,LLC ALL ANCHOR BOLTS,WASHERS,AND NUTS SMALL BE GALVANIZED. (/34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CUSS B STRANDED COPPER CABLE RATED N0'8 10-20 FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, Civil•SfnNCTUral-Land SUNCyinq N0. 16 20-40 16.PROVIDE RED DYE IN THE CONCRETE FOR THE SLAB OVER DIRECT BURIED CABLES. UNLESS OTHERWISE SPECIFIED. NO 30 40-70 R.K. EXECUTIVE CENTRE N0.50 70-85 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(/6 AWC OR 201 BOSTON POST ROAD WEST, SUITE 101 NO. 100 92_96 STRUCTURAL STEEL NOTES: LARGER),600 V,OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS 8 STRANDED COPPER CABLE MARLBOROUGH, MA 01752 1.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND NSTAR SPECIFICATION O RATED FOR 90 (WET AND DRY OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM 508 481-7400 9. HAND DIG FIRST 30'IN DEPTH AT ALL EXCAVATIONS. USED,UNLESS OTHERWISE SPECIFIED. 25252-000-3P5-CET-00001 UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE ASTM-A-36 UNLESS OTHERWISE www.chop ellengineering.com 10.THE CONTRACTOR SHALL STOCKPILE EXCAVATED MATERIALS,(IN AREA DESIGNATED BY NSTAR FIELD ENGINEER),ON NOTED ON THE SITE SPECIFIC DRAWINGS STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE.SHALL BE SINGLE POLYETHYLENE SHEETING AND COVER WITH SAME AT END OF EACH WORK DAY.CONTAMINATED SOIL(VERIFIED BY NSTAR LSP) AMERICAN INSMUIE OF STEEL CONSTRUCTION(AISC)-MANUAL OF STEEL CONSTRUCTION-. - CONDUCTOR/3 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. t SHAL BE SEGREGATED AND SIMILARLY STOCKPILED. 2.ALL WELDING S 41 BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO A1SC AND AWS 01.1. 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC 11.CONTAMINATED SOIL SHALL BE DISPOSED OF BY NSTAR. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL CABLE(/34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS 8 STRANDED COPPER CABLE CONSTRUCTION',9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. RATED FOR 90-C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION DAV 12.NON-CONTAMINATED SOIL SHALL BE USED AS COMMON FILL(IF SATISFIES SPEC.REQUIREMENT)BY THE CONTRACTOR. LASED,UNLESS OTHERWISE SPECIFIED. � uCli 3.BOLTED CONNECTIONS SHALL USE SWING TYPE ASTM A325 BOLTS(�a®)AND SMALL HAVE MINIMUM OF TWO BOLTS � CH N 13.ALL EXCESS NON CONTAMINATED SOIL MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR AT A FACILITY APPROVED UNLESS NOTED OTHERWISE. 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP STYLE,COMPRESSION WIRE LUGS AND cS G BY NSTAR.THE CONTRACTOR IS RESPONSIBLE FOR THE TRANSPORTATION OF EXCESS SOIL AND PAYMENT OF DISPOSAL FEES. WIRE NUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE N'DIA ASTMA 307 BOLTS UNLESS NOTED OTHERWISE. LESS THAN 75-C(90'C IF AVAILABLE). U 7�6 14.ALL VEGETATION AND TRASH WITHIN AREAS TO BE CLEARED AND/OR FILLED SHALL BE REMOVED AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH STEEL NEMA UL.ANSI/IEEE,AND NEC. SITE WORK GENERAL NOTES: 6.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. MNONMETALLIC7.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR AL 1.1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. SOIL COMPACTION NOTES FOR SLAB ON GRADE: RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED - 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE INDOOR LOCATIONS. PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE ENGINEER/LAND SURVEYOR DATE AS REQUIRED. 18.ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC DIRECTED R ENGINEERS.S.SUBCONTRACTOR CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING IS ILL INC PIERS CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. IT IS A VIOLATION OF LAW FOR ANY PERSON. AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SPSAFACE TRAINING FOR THE WORKING R E CREW.THIS WILL INCLUDE 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR UNLESS THEY ARE ACTING UNDER THE DIRECTION BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED$PACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. ENGINEER IS ACCEPTABLE. 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(AMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE OF A LICENSED PROFESSIONAL ENGINEER, 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. },AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE UNDISTURBED SOIL'BASE SHALL BE COMPACTED WITH USED RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE TO ALTER THIS DOCUMENT. USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 'COMPACTION EQUIPMENT-,LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. REVISIONS OISPOSED OF LEGALLY. C. 21.UQUID-TIGHT FLEXIBLE METALLIC CONDUIT(UOUID-TILE FLEX)SHALL BE USED INDOORS AND NO. DESCRIPTION DATE 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE INSTALLATION AND TOWER AREAS. 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 3'UFTS ABOVE COMPACTED SOIL GRAVEL SMALL BE NATURAL OR CRUSHED WITH 100X PASSING/i SIEVE 14 0 ISSUED FOR FINAL 07 07 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS.SNOW OR ICE SHALL NOT 22.CONDUIT AND TUBING FITTINGS SMALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE / / Si PLACED IN ANY FILL OR EMBANKMENT. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE COMPACTOR(SUCH A ARE COLABPR 30/3D)OR HAND-OPERATED ANDSING R DRUM VIBRATORY ROLLER(SUCH AN LARBOM FILL BW SSE). 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE APPLICATION. COMPACTEDAND SOFT AREAS AS STATED gABBOVENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH AWELL-GRADED GRANULAR FILL AND WITH NEMA UL ANSI/IEEE,AND NEC. 2 ISSUED FOR REVISED 08/26/14 B.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE COMPACTION EQUIPMENT: 24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 3 ISSUED FOR FINAL L/O7/1 4 WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN 4 ISSUED FOR FINAL 4WRIT THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. 1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R 5 ISSUED FOR FINAL4 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR CONSTRUCTION NOTES: (OR BETTER)OUTDOORS. ACCESS ROAD,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 1.FIELD VERIFICATION: 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SWILL BE GALVANIZED OR 6 ISSUED FOR FINAL 01/21/15 10.SUBCONTRACTOR SWILL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF SI18CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,NSTAR WIRELESS ANTENNA PLATFORM LOCATION AND ANTENNAS TO EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50.AND RATED NEMA 1 (OR BETTER)INDOORS, BE REPLACED. OR NEMA 3R(OR BETTER)OUTDOORS PROJECT NAME: REWIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 2.COORDINATION OF WORK: 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SMALL BE GALVANIZED.EPDXY-COATED.OR NON- NSTAR SHOOTFLYING NON- SUBCONTRACTOR SMALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. ' CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE NSTAR SPECIFICATION FOR SITE SIGNAGE. 3.CABLE LADDER RACK: INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. HILL ROAD CONCRETE NOTES: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED 28.NONMETALLIC RECEPTACLE SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND 1. CONCRETE CONSTRUCTION SMALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(AG 318) TO SUPPORT CABLES TO THE NEW FITS LOCATION. RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. NSTAR ELECTRIC COMPANY LATEST EDITION. DEMOLITION OF EXISTING CONCRETE FOUNDATIONS: 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR OFF MID-WE SERVICE ROAD BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 2. USE NORMAL WD OR SPECIFIED.CAST-LIT-PUCE CONCRETE WITH TYPE II CEMENT,OF THE LASS AND STRENGTH NOTED,UNLESS I. PRIOR TO ANY DEMOLITION OF EXISTING FOUNDATIONS AND OTHER CONCRETE WORK,THE CONTRACTOR SHALL INFORM 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND BARNSTABLE,MA O1862 OTHERWISE INDICATED OR 'OIGSAFE'AND NSTAR ABOUT THE DEMOLITION PLAN.ONLY AFTER GETTING CLEARANCE FROM BOTH OF THEM,THE WORK DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD Lim 28 DAY COMPRESSIVE STRENGTH SHALL BEGIN. AGAINST LIFE AND PROPERTY. DRAWING TITLE C 4.000 PSI 2. EACH FOUNDATION DESIGNATED FOR DEMOLITION,SHALL BE DEMOLISHED IN ITS ENTIRETY,BROKEN INTO PIECES AND 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC 3. AIR-ENTRAIN ALL CONCRETE. DISPOSED OF AT A FACILITY APPROVED BY NSTAR. AND ALL APPLICABLE LOCAL CODES. GENERAL NOTES 3. ALL VOIDS CREATED BY DEMOLITION SHALL RE FILLED WITH SOIL AND COMPACTED ALL AS SHOWN ON THE SECTION 02200 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO fV1 4. USE GRADE-(KJ DEFORMED REINFORCING BARS CONFORMING TO ASTM A615. ENTITLED'SITE PREPARATION AND EARTH WORK'OF THE SPECIFICATION. EOUIPMENT IS NOT BLOCKED. 5. USE WELDED WIRE FABRIC CONFORMING TO ASTM A185 UNLESS OTHERWISE INDICATED. LAP TWO SQUARES AT ALL 4. INFORMATION REGARDING EXISTING FOUNDATIONS DESIGNATED FOR DEMOLITION S BASED ON AVAILABLE RECORD DRAWINGS SPUCES AND TIE SECURELY TOGETHER. - DRAWING NO: WHICH MAY OR MAY NOT TRULY REFLECT AND CONDITIONS$ACM INFORMATION IS INCLUDED ON THE ASSUMPTION THAT IT O 6. PROVIDE CLASS B SPLICE FOR ALL CONTINUOUS REINFORCEMENT UNLESS OTHERWISE INDICATED. MAY BE OF INTEREST TO THE CONTRACTOR AND THAT NSTAR ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS. 7. PROVIDE BAR SUPPORTS.SPACERS,AND ACCESSORIES RECOMMENDED IN THE LATEST ACI DETHIS MAN MANUAL PUBLICATION 5. PRIOR TO DEMOLITION&REMOVAL ANY EXISTING FOUNDATION TO REMAIN SHALL BE PROTECTED BY SHEETING AND OTHER ACCESSORIES. ALL REINFORCEMENT BETSTERS LAP SPACES,PAID EMBEDMENT SHALL CONFORM TO THIS MANUAL ALL ACCESSORIES,SUCH AS SLAB BOLSTERS AND BEAM AND SUB CHAIRS IN CONTACT WITH EXPOSED SURFACES SNAIL BE METHODS AS NECESSARY TO COMPLETE THE WORK.EXISTING FOUNDATIONS TO REMAIN SHALL NOT BE DAMAGED AND/OR PLASTIC-COATED. UNDERMINED DURING DEMOLITION WORK. SCALL OESIGN D IVY:AMF SNEEI NIL AS SHOWN MAN BT:NML 6. NO BLASTING R ALLOWED. PROJECT DATE r1 a w 7. ALL END OF PARTIALLY COMPLETED CONDUITS SHALL BE PLUGGED AND SEALED WITH END CAPS,'BAGGED AND WRAPPED. 1228.002 06/23/14 L Y GENERAL NOTES: \ I. FIELD SURVEY DATE: 05/09/14 NSTAR 2. VERTICAL DATUM: NORTH AYERICAN VERTICAL DATUM OF 1988 ,] c / (NAVD88) 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 ROAD 4. SITE CONTROL POINT: CENTER)OF GUYED TOWER NSTAR N • SERE+w`� LOGITUDE:W 170'-2-20'53 86((NAD 83) ONE NSTAR WAY, WESTw00D, MA 02090 6 5, LAND OWNER OM NSTAR ELECTRIC ELECTRIC CONY C $ {v 2059 SERVICE ROAD TRIM i 1 PROPERTY TAX DEPARTMENT $ / / �'jO \r NORWOOD.MA 02062 6. SITE NAME. NSTAR SHOOTFLYING HILL ROAD 7. SITE ADDRESS: OFF MID-CAPE SERVICE ROAD 16 CHESTNUT STREET, SUITE 220 BARNSTABLE,MA 01862 FOXBOROUGH, MA 02035 8. APPLICANT: NSTAR ELECTRIC COMPANY www.t 215-5421 ONE NSTAR WAY www.lrmcom.cOm gg GErr tr WESTWOOD,MA 02090-9230 `y`J°'1• --___ ,/ gA O^ BB8-633-3797 9. JURISDICTION: TOWN OF BARNSTABLE 10. TAX ID: MAP 214 BLOCK 010 Rm CHAPPELL aQ A� +L s® 11. DEED REFERENCE: BK. 1922 PG.201 (BARNSTABLE COUNTY com ENGINEERING �►� _ .... REGISTRY OF DEEDS) YI SERv�c ` ✓MAP 1,BLOCK�O70 -�__ �� 12. PLAN REFERENCES: TOWN OF BARNSTABLE ASSESSOR/CIS MAPS ASSOCIATES,LLC `` `_� 'j .�. 4If ELECTRI 13. ZONING JURSDICTION: CP(GROUNDWATER PROTECTION OVERLAY DISTRICT) C4 SbC/ct(/!dl (ii/r,./Sllru Cylr.57 COMMONWEALTH P ,y„p.. ` ` j �k'a 4U✓ C /Rr C/O N5 RR ELECTRIC ---_ _ 14. ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED Cw -'. 2059 SERKC£R040 "� FROM SURFACE EVIDENCE AND PLANS OF RECORD.ALL UNDERGROUND UTILITIES R.K. EXECUTIVE CENTRE )`',� ,i '/ PROPERTY TAX 0fPARIMfN7 "- SHOULD BE LOCATED IN THE FlELD PRIOR TO THE COMMENCEMENT OF ANY SITE 201 BOSTON POST ROAD WEST, SUITE 101 NORW000,MA 02062-0567 _ WORK.CALL DIGSAFE 1-888-344-7233 A MINIMUM OF 72 HOUR PRIOR TO MARLBOROUGH, MA 01752 BK 1922 Po.201 PLANNED ACTIVITY. MAP 214 BLOCK 009 - ® K/ (508) 481-7400 i /,',��' ' '' _¢_ 15. THE PROPERTY LINES SHOWN WERE COMPILED UTILIZING TOWN OF BARNSTABLE www.chappellengineering.com ®v sTm COMMONWEAL TN ELECTRIC ' ,,' �` �' ( �. ``' 1 ASSESSOR'S PUNS,RECORDED DEEDS AND PUNS OF REFERENCE AS , T C/O NSTAR ELECTRIC ��I i' + 1 i OHw ,� MAP 214 BLOCK 011 INDICATED.A COMPLETE BOUNDARY SURVEY WAS NOT UTILIZED IN THE 2 sE oE.u 2039 SERVICE ROAD XJI n// PREPARATION OF THESE PLANS. 1260(R \ \`` • �' ` ''� I 9 _ 9 • C£NTERALL'OSTERNLL£TIRE DISTRICT PROPERTY TAX DEPARTMENT ''I 'a' I / �'N' /I '�. I6. THE SITE IS LOCATED IN ROOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING)AS \�• _ �'t. �`�.h NORtv000,MA PG. 190567 _ _ ��', �- PROP. LOCATION OF 2081 SERVICE R040 r"F ' ' ' SHOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF BARNSTABLE,PO. 799 ' Q 'D GUYED TOWER AND 1875 FALMOUTH ROAD`_�_;'. CENTERVLLE, ATA 02632COMMUNITY PANEL 250001 MAP 0005C DAZED 08/19/1985. b 12'-O'X2O'-0' BK N A PG.N A AUP 214 BLOCK 008 1' iI / / /! 1 ' EQUIPMENT BUILDING 25 t ACRES 17. BEARING SYSTEM OF THIS PLAN IS BSED ON GRID NORTH.GRID NORTH WAS COMMONWEALTH ELECTRIC \' EXIST. LOCATION OF GLIYED TOWER. .o. '/ _ '/` �'•,/ - -� REPRESENTD FROM CPS OBSERVATIONS.R IS NOT INTENDED TO BE AN EXACT/ , - � � REPRESENTATION OF TRUE NORTH. 0 N CIO NSTAR ELECTRIC AND 12'—O'x20'-0' EQUIPMENT�`__,� PROP. 60KW GENERATOR 015 SERVICE ROAD \ � BUILDING WITHIN EXIST. COMPOUND_ ' A' / C �L y PROPERTY T4X DEPARTMENT _ (TO BE RELOCATED)' i' b ES,a,+ / �/7 C/) NORWOOD.MA 02062-0567 ` ��%,; ,I; PROP. 250 GALLON PRO PIWE LEGEND 47 BK. 1427 Pc. 112 STORAGE TANK EXISTING ROW/EASEMENT — — — — — — — — — PROPERTY LINE SAIAIG ENG N DATE � — — — — — — — — — ABUTTING PROPERTY LINE \�L` , m� \` ' ' ' A + �.`� i/__._-, .a � — PROPERLY OFFSET LIT IS A VIOLATION OF LAW FOR ANY PERSON, _ ESS THEY ARE KING UNDER THE DIRECTION m�� ++++ _ _ • _ -_______________ EXIST.EASEMENT OF S. \ �'I` ' , /i' ', 196, —a a A UCENSED TO KTERPT11� D000YENf.GINEER. \`++ I \'�^` ' • ,,,+lo.cw / >< • EXIST.CHAIN LINK FENCEIS MAP 214 BLOCK 008 '11H O`w n/! -��":£ / EXIST.STOCKADE FENCE REVISIONS COMMONWEALTH ELECTRIC' EXIST.EDGE OF PAVEMENT C/O NSTAR ELECTRIC / N0. DESCRIPTION DATE 2' '_ 2015 SERVICE ROAD�,�,�-� or+w oHw EXIST.OVERHEAD UTILITIES , BK XXX Po.XXX A / 0 ISSUED FOR FINAL07/07/14 a+� ,'�'�_ �:y`�••��'�',�,�'`` `- ,, �::;____ ___ / / aHw aHw OVERHEAD UTILITIES 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 r/E—r/E—TIE UTILITIES EXIST.UTILITY POLE 2 ISSUED FOR REVISED 08/26/1I ZONING BOUNDARY 3 ISSUED FOR FINAL 09/10/14 TOWN LINE 4 ISSUED FOR FINAL t0/30/14 s ISSUED FOR FINAL 1 I/07/14 6 ISSUED FOR FINAL Ot/21/15 GEOTECHNICAL REPORT REFERENCE: PROJECT NAME: J,,' AfFP?14 BLOCK 007 LOT I DO• / /� NSTAR SHOOTFLYING R/I GEOTECHNICAL REPORT ENTITLED "REPORT OF DOROTHY P FAR44 / /� SUBSURFACE INVESTIGATION AND FOUNDATION D SHDOTFLYIND HILL R04D / RECOMMENDATIONS' BY GEOTECHNICAL HILL ROAD P.O.BOX 427 WEST HYANNISPoRT,MA 02677 CONSULTANT, INC. DATED 5/17/14. NSTAR ELECTRIC COMPANY o,r BK 2574J PG. 115 _ M4P 214 BLOCK 06J COT X02 / I OFF MID-CAPE SERVICE ROAD O / MARION E.ST GEORG£ BARNSTABLE,MA 01862 o / / 51 U4RTWAY o.++ BARNSTABLE,ABL£,MA O26J0 BK 26179 PG.212 ZONING INFORMATION DRAWING TITLE: DESCRIPTION COMPOUND TOWER SII I TS L PLAN YIN.LOT FROM LES387 AC. 387 AC. • YIN.LOT FRONTAGE: 387.7'3 387.7'3 DRAWING N0: PROPERTYFRONT 5 col FROM 201.9'2 232.9't SIDE 33.7'2 67.5'3 REAR 35.8'2 50.7'4 SITE PLAN ! 1 MAX.HEIGHT 12.0'2 252.0'3 SWF: D61G18D BY.JYF SHEET N0. SCALE: 1'.50'-0' COI 1'-50- ORAMw F KAG aEDCD Em.JMF ^OF 4 FROECT No. ORIGINAL IME DATE: 3 0 2s' S0' 100' Iso' 1228.002 06/23/14 � _ / f? PROP. FAA BEACON —� I ��TOP OF PROP. TRANSMISSION STRUCTURE _ _ \ \_ _ _ _ T fxsr. vavANTfNN) NS'TAR\ / / V EL = 379.5 240.S�AGr� — EL.=391.D'(1520'Aa) / 3 - 6 EXIST.O�SN ANIfNNA _ _ _ _ _ NSTAR �J359.0'(230.0'AGL) — ONE NSTAR WAY,WESTWOOD. MA 02090 I / 4L7� p ��llll PROP. TOWER TO MATCH THE �d / \ HEIGHT OF THE EXISTING TOWER D 1 Exisr WHIP ANTENNA _ _ _ _ / \\ (NOT TO EXCEED) 359.0'(120.0'AC[) / \ 41PTRM \\ EXIST. FAGl ANTENNA \ 3 I PROP. 12'-0•x20'-0' 1 fL. -3A9.0'(210.0'ACL) / \ � I EQUIPMENT SHELTER A03 2 — /// � •\\\ 16 FO BOROUGH CHESTNUT REMA 02035ET, SUITE 220 PROP. 6OKW \ A02 E03 GENERATOR EwsL YAGI ANTCNNA _ _ _ _// — \\_ _ _ _ Ex/SL W P ANTE_ NN4 (774) 215-5421 \ 1 it -339A'(200.0'ACL) // \\ EL.=100.0'ACLACL 0 www.trmcom.com \ PROP HE .TREED — — — — fx/SI YACI ANTENNA / f' \ \ I \ 35'_7• fC.-379.0'(190.0'AG[) / , \\ �ENGINEERING \ EXIST DISH ANTENNA / \ EL. 319.0'(180.0'aG[) j = \\ \\ ` _ASSOCIATES,LLC 1\V/// \ \\ Civd•Stru[.tural LarrdSumo-prig Exj51' fx/sr. R.K. EXECUTWE\\\ \\\ 201 BOSTON POST ROAD WEST. SUITE101 o \ /// MARLBOROUGH, MA 01752 5 9• fe (508) 481-7400 www.choppellengineering.com PROP. 12' \\ (N OF DOUBLE . •rqp A02 \ I 45'-0' SWING GATE i \ —L_ a 3 PROP. ICE / // — \\ \\ N WIEn i�� I \ A02 :BRIDGE /EfT \\\ CALLON \\ S G IL EXIST PROP. PROP. 250 0•3470�6 UTILITIES FROM PROPANE uP xlSr. UTILITY POLE STORAGE TANK I PROP. 12' DOUBLE \C j / / \ \ SWING GATE \ x— / \ \\ ENGIN AIAI DATE �x x x x IT IS wOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION J—1• _—i / / \ \ OF A LICENSED THIS DOCUMENT. (ENGINEER. EXIST. LOCATION OF GUYED TOWER PROP. TREEUNE \\ \\; REVISIONS AND 12'-0•x2O'-0• EQUIPMENT 1 PROP. 1Q•+11CH / / \ \ BUILDING WITHIN EXIST. COMPOUND I / / \ \ CHAIfI•tfW FENCE / / \ \ (TO BE RELOCATED) i A02 NO. DESCRIPTION DATE 0 ISSUED FOR FINAL 07/07/10 PROP. 240.5' j // \\ \\ I ISSUED FOR FINAL(REV SHELTER) 07/08/14 .•� GUYED TOWER / / \ \ 2 ISSUED FOR REVISED 08/26/14 3 PROP. U/G TELCO WITHIN 4• / \%1 1��/ \ 3 ISSUED FOR FINAL 09/10/14 E01 CONDUIT O 36'DEEP FROM I 1 \\ 4 ISSUED FOR FINAL 10 30 la PROP. HANDHOLE / \O�I / / 5 ISSUED FOR FINAL I1/07/14 EX6T. SHELTER TO BE / \ REMOVED AFTER / I L J I 6 ISSUED FOR FINAL Ot/21/15 CONSTRUCTION / \ 1 — 1 / 1 I PROJECT NAME: PROPERTY UH/ PROP. 240.5• GUYED TOWER TO NSTAR SHOOTFLYING E861./ REPLACE EXIST. GUYED TOWER HILL ROAD Lx x x RPRP OP. 2'x3' HANDHQLE = NSTAR ELECTRIC COMPANY x WITH MULETAPE x x OFF MID-CAPE SERVICE ROAD / BARNSTABLE,MA 01862 / — DRAWING TITLE: COMPOUND PLAN & / PROP. 12'-0•x20'-0• 1 7PROP. 250 PROP. 6OKW ELEVATION / EXIST. GUYED TOWER TO EQUIPMENT SHELTER A03 / BE REMOVED AFTER GENERATOR / CONSTRUCTION DRAWING N0: / PROP. 10' HIGH 1 ON AOCHAIN LINK FENCE A0Y GE TANKCOMPOUND PLAN EST TOWER ELEVATIONS=1 A$SHOWN ]SHEET NIX SCALE:I"-8'-0' A01 SCALE:1'= 12'-0' — Apt O GRAL ISSUE 4 aF 14 GROUND LE12Y 141WECr N0. GRGPNt 65TlE MTE CL= J39.0 (0.0 ACC 1228.002 06/23/14 3 STRANDS BARBED WIRE 45'BARB ARM(GALVANIZED STEEL) 1-4' (ZINC COATED) r 10'-0'O.C.MAX-�I TOP RAIL CAP GATE FRAME j POST jr NSTAR GATE POST _ _ 1 �STv�v�sr v}�� �icxi� xLjynna x �1y y'A`• xi�•[yJ� I F�(,�YY�lKy�1 �W vx NSTAR •c`Nvc�/v 4 �cS• tI 'n'�j� X� ONE NSTAR WAY, WESTWOOD, MA 02090 / FABRIC SELVAGE:TWIST �„ !� ` �x "-RO �O �D UNE POST Sp �f o y TRUSS R00(STEEL) FABRIC CORNER/END POST MID RAIL I ( _ TRM FABRIC TIE(STEEL) yo � �/ I/-TENSION BAR:STEEL �uss Roo e xy w ' ROD�SEMBLY 16 CHESTNUT STREET, SUITE 220 > SLOPE(IF MY) FOXBOROUGH, MA 02035 BOULEVARD CLAMP ,,,(STEEL) ,�, TENSION BAND:STEEL 1� 1 �'9� (774) 215-5421 Mh 77 <' * www.trmcom.com s GIRD GR '(MAX GATE HINGE BOTTOM RAIL ¢�y�c�c 2 � '�{Y'r j I_ ������ �� �rx�rk},(C7c� •CCX+C����` X�X Nx FABRIC SELVAGE:KNUCKLED .( ��CHAPPELL J .a,i 3'-0' CENTER STOP I ENGINEERING SONONBE(lYP) �(' f .I,. T •i •I.. SONONBE(TYP) 1 fc , SONONBE , _ASSOCIATES,LLC CPvd•Stru,AurE3i !zu1L1 Sun eying B LJ'• LJ R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 MARLBOROUGH, MA 01752 (508) 481-7400 FENCING DETAIL FENCE SECTION DOUBLE GATE DETAIL www.chappellengineering.com (SINGLE GATE SIMILAR) o G /�LL R, FENCE NOTES: THIS PROJECT INVOLVES WORK ON EQUIPMENT .34706 v' DIMENSION THAT IS OPERATING AT VOLTAGES BETWEEN I.FENCE TO HAVE 3 STRANDS OF ALUMINUM COATED STEEL BARBED $ONOTUBE A•� ` t�- WIRE,MOUNTED ON 45'ANGLE BRACKETS ON FENCE POSTS. A 4' 345 KVAC,WARE F Y/120MINIMUM VAC AND 125 VOCSTA PASS GALE POSTS 3'-0' 14'0 REMAIN AWARE OF MINIMUM APPROACH DISTANCES 2.FABRIC TO BE 2'MESH,B9 GAGE ALUMINUM COATED STEEL AND LINE POSTS 4'-0' ZO'e TO THESE VOLTAGES AND ISOLATE ACCORDINGLY VS�OAIAL r- FASTENED TO THE TOP AND BOTTOM RAIL WITH 16 GAGE METAL VEHICLE GATE POSTS 4'-0- 24'd Nominal voltage in Distance: Phase �t BANDS SPACED 24'O.0 PULL POSTS a CORNER Polls 4'-0' z+'e kilovolts to ground ENGINEERYOWN06OR DATE 3.ALL CONCRETE TO BE 3,000 PSI,28 DAY STRENGTH. 0.05 to 1.0 Avoid=1acl IT IS A VIOLATION OF IAW FOR ANY PERSON, NOTES: 4.ALL POSTS,BRACKETS,FITTINGS AND HARDWARE TO BE HOT- NOM PIPE 1.1 to 15.0 2'-1'(0.6+m) UNLESS THEY ARE ACTING UNDER THE DIRECTION DIP GALVANIZED. MATERIAL SIZES SIZE O.D. OF A LICENSED PROFESSIONAL ENGINEER, 1. FOR EXPOSED LEDGE,PROVIDE GROUT LEVELING PAD. INSTALL(2)9fi' 15.1 to 36.0 2'-4'(0.72m) TO ALTER THIS DOCUMENT. EXPANSION ANCHORS,6'LONG. 5.INCLINED BRACKETS SHALL POINT OUTSIDE THE ENCLOSURE,EXCEPT TOP RAIL 1 1 4' 1.660' WHEN ON THE PROPERTY LINE THEY SHALL POINT INSIDE. BOTTOM RAIL 1 1 4' 1.660, 36.1 to 46.0 2'-7'(0.77m) REVISIONS 2. FOR BURIED LEDGE FILL LESS UNAN J'-6'BELOW FINISH GRADE,CORE 8'o HOLE ANU BRACE RAIL 1 14- 1.660' 46.1 to 72.5 3'-0'(0.90m) INTO LEDGE 18'DEEP. FILL AROUND PIPE WITH NON-SHRINK GROUT. USE COAL 6.3/8'm STEEL TRUSS ROD SHALL BE FITTED WITH A TURNBUCKLE. OMER POST J 1 z' 4.00D' NO. DESCRIPTION DATE TAR ON BURIED LENGTH OF PIPE,AND BACKFILL TO FINISH GRADE POST 72.6 l0 121 }'-2'(0.95m) 7.ANY EXISTING FENCE TO BE DEMOLISHED SHALL BE REMOVED AFTER PULL POST 3 1/2' 4.OD0' 0 ISSUED FOR FINAL 07/07/14 3. FOR CONCRETE,FASTEN BASEPLATE W/(2)96'EXPANSION ANCHORS,6'LONG. INSTALLATION OF NEW FENCE. UNE POST J' 3.500' 138 to 145 3'-7'(1.09m) p SINGLE 0 FT.TO 6 FT. 3 12' 4.000' I ISSUED FOR FINAL(REV SHELTER) 07/08/14 4. FOR POSTS ON CONCRETE OR EXPOSED LEDGE,PROVIDE 4k8'x)b'BASEPLATE `per 8 NEW FENCE AND/OR GATE SHALL BE 10 FEET HIGH CHAIN LINK FENCE 161 to 169 4'-0'(1.22m) WITH(2)17(a HOLES 6'O.C. / WITH BARBED WIRE SIMILAR TO EXISTING FENCE. GATE 7 TO 10 R. 6' &625' 2 ISSUED FOR REVISED 08/26/14 3 POST OVERER t0 FT. 8' &625' 230 l0 242 5'-3'(1.59m) -.;--P.-3 1/2' 9L THE STATION SHALL BE SECURED ALL THE TIME DURING CONSTRUCTION •I BY MEANS OF PERMANENT OR TEMPORARY FENCE AS APPROVED BY DOUBLE 0 FT.TO 12 FT. 3 1 2' 4.ODD' 345 to 362 8'-6'(2.59m) 3 ISSUED FOR FINAL 09/10/14 PIPE SUPPORT i - THE OWNER. �T 13 FT.TO 20 FT. 6' 6.625' Spp to 550 11--3'(3.42m) 4 ISSUED FOR FINAL 10/30/14 OVER 20 FT. 8' &625' POST to SEE GROUNDING DWG FOR GROUNDING DETAILS. 764 to 800 14'-11'(4.53m) 5 ISSUED FOR FINAL 11/07/14 6 ISSUED FOR FINAL 01/21/15 3' FIN.GRADE � PROJECT NAME: 2 NSTAR SHOOTFLYING - III III 1 l 1-1II- 111-I 11,0 ; ,I I I;I TYPICAL FENCE DETAIL I HILL ROAD -III I I �I I SCALE:NTS AD2 NSTAR ELECTRIC COMPANY I I I I hm, i OFF MID-CAPE SERVICE ROAD b I MOUNT ICE BRIDGE W/6'-8' MIN.CLEARANCE FROM I l 2 CONIC.PIER BARNSTABLE,MA 01862 I I GROUND TO UNDERSIDE OF 4 1 CABLE SUPPORT I I A02 (IF APPLICABLE) DRAWING TITLE: I I I f o l l CONIC PIER SITE DETAILS L J (3000 PSI) I M31 PART NO. DEOWT10N GTY. l I 1 WBLE123.06 12'WAVEGUIDE BRIDGE SUPPORT BRACKET 2 I I 2 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4' 2 DRAWING NO• V�L•-s•-�•I l l 3 w6-cY110 12'SAFETY cRAnNc I �O 4 WB-K1IOBH HARDWARE KIT ITEM 5-16 I l_J CABLE BRIDGE PIER CABLE BRIDGE DETAIL 3 SCALE:NTS A02 SCALE:NTS SOME: OESIff¢D 6Y:.DIF SHEET NO. AS SHOWN OPA�'N IW:NAC p1FOKa I J DATE: J NO. PRO O rJ OF 4 TECT WGBVL 6RIE 1228.002 06/23/14 i NSTAR NSTAR ONE NSTAR WAY, WESTWOOD, MA 02090 PVC PIPE ELBOW W/MINI TRM LOUVER FOR EQUIPMENT ROOM EXHAUST(SHADED POLE SLOWER).LOCATE AS REO'0 16 CHESTNUT STREET, SUITE 220 FOXBOROUGH, MA 02035 MICRORECT (774) 215-5421 ENTRY PORE www.trmcom.com HVAC/2 HVAC/1 ❑ 70W MPS ' HVAC B2 CHAPPELL FIHT XTURE ENGINEERING ❑ ASSOCIATES,LLC sENTRY Y (Jvi1-StnUGtLrrdi-1 and SLYJveyinc7 BARS R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 MARLBOROUGH, MA 01752 (508) 481-7400 3'4-PVC SLEEVE FOR www.chappellengineering.com BY.EQUIPMENT GROUND, " �•PVC SLEEVE FOR ENTRY A.F.F.,045 GROUND,W'4"A.F.F.,045- u OFMe� DA D y 11'-6•t 20'1 I P fVT+1 4706�ss/oNAL ENGINEER/lAN URVEYOR DATE JT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, To ALTER THIS DOCUMENT. REVISIONS NO. DESCRIPTION DATE 48"DOOR CANOPY 0 ISSUED FOR FINAL 07/07/14 ❑ 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 2 ISSUED FOR REVISED 08/26/14 7OW HPS LIGHT ® HVAC/1 A 3 ISSUED FOR FINAL 09/10/14 F 4 ISSUED FOR FINAL 10/30/14 SERVICE ENTRY 7OW HIPS ` LIGHT FIXTURE 5 ISSUED FOR FINAL 11/07/14(2"x7•RIGID NIPPLE) df 6 1 ISSUED FOR FINAL 01/21/15 0 3'-6•z7'-0" •I I STEEL DOOR aD PROJECT NAME: NSTAR SHOOTFLYING TELco ENTRY ILI HILL ROAD / (4"x7"STEEL NIPPLE) NSTAR ELECTRIC COMPANY I•JC/ OFF MID-CAPE SERVICE ROAD BARNSTABLE,MA 01862 DRAWING n "-6* SHELTER ELEVATIONS NO SHELTER ELEVATIONS 1 DRAWING AO 3 SCALE:1/2"- 1'-0" A03 --- DESIGNED BY:A IF SHEET ND. AS SHOWN DRAM Br.NNC C Br6 OFJ14 N0. ORGVA PoCMAL 65UE DATE 1228.002 06/23/14 r NSTAR METALUX SURFACE MOUNTED NSTAR MOTION LICK FIXTURE ONE NSTAR WAY, WESTWOOD, MA 02090 I METALUX SURFACE MOUNTED TRM I I 34 FIXTURE(TYP OF 3) 16 CHESTNUT STREET, SUITE 220 FOXBOROUGH, MA 02035 I 2V-1 (774) 215-5421 www.trmcom.com ICA I I I 1 I I © &c:rvil St/UCt UCErdHl Af P;iPrTrEl LSL �!= NGINEERuI Ni vG RACK PACK , �ASSOCIATES,y ILI LuLryC19'RACK SURE-UTE RK EXECUTIVE CENTRE EMERGENCY UCHT01� 201 BOSTON POST ROAD WEST, SUITE 101 I I I MARLBOROUGH, MA 01752 (508) 481-7400 www.chappel lengi nee ri ng.com `11F— y r TELCO BOARD FUSED SERVICE FUSED SERVICE t♦J�1H Or DISCONNECT DISCONNECT V CAMLOCK GENERATOR •� O�� pp� 12 AWG GREEN INSULATED HALO CONNECTION PANEL CAMLOCK GENERATOR GROUND WIRE ON PERIMETER WALL (BELOW DISCONNECT) CONNECTION PANEL(BELOW G (BELOW DISCONNECT) O fF77 L m 4706 y ROOM LAYOUT - GROUNDING 1 ROOM LAYOUT - LIGHTING 2 STEREO SCALE:1/2'- 1'-0' AD4 SCALE:3/4'-1'-O' JAI ENGINEER/LAND gU VEYOR DATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE KING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. REVISIONS NO. DESCRIPTION DATE 0 ISSUED FOR FINAL 07/07/14 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 201P-1 2 ISSUED FOR REVISED 08/26/14 3 ISSUED FOR FINK 09/10/14 L6 4 ISSUED FOR FINAL 10/30/14 5 ISSUED FOR FINAL 11/07/14 ISSUED FOR FINAL 01/21/15 PROJECT NAME: 19'RACN 19'RACK 19'RACK 19'RACK NSTAR SHOOTFLYING I HILL ROAD 1eLP-1 NSTAR ELECTRIC COMPANY -1 OFF MID-CAPE SERVICE ROAD BARNSTABLE,MA 01862 DRAWING TITLE TELCO BOARD LASED SERVICE ROOM LAYOUT PLANS DISCONNECT CAMLOCK GENERATOR DRAWING N0: CONNECTION PANEL 0 (BELOW DISCONNECT) ROOM LAYOUT - POWER 3 AS SHOWN DDPF"NFL W. F 9RT ND. SCALE:3/4'- 1'-0' Ao4 PRMCT N0. MGN t�lE aTL 7 14 1228.002 06/23/14 �NSTAR PROP.JUNCTION BOX(TYP-) PROP.JUNCTION BOX(TYP.) PROP.HALO GROUND RING(M.) PROP.EXIT SIGN WITH EMERGENCY NSTAR UGHIING AND BACKUP BATTERY ONE NSTAR WAY, WESTWOOD, MA 02090 JLyJ J TELCO BOARD — _ —— J — TRM PROP.EYE WASH STATION PROP.FOLDER FILE BIN FOR I I ENT PROP.KIDDE PRO15CDM SHELTER AN SPECIFICATIONS STEELCRAFT 16 CHESTNUT STREET, SUITE 220 15LBS.CO2 FIRE FACTORY PAINTEM PROP.ASCO SERIES LOAD FOXBOROUGH, MA 02035 EXTINGUISHER 3'-6'z 7'-0' 1 1 CENTER 20K 120/24OV, 10 TABLE 20'z15'z2-3/4 DOOR UNIT FIRE PROP.FOLD DOWN DESK REFER TO MANUFACTURERS (774) 215-5421 ' HOURS MIN.FIRE OWNERS MANUAL FOR ALL www.trmcom.com RATING) WIRING CONNECTIONS) I I 19'RACK 19'RACK 19'RACK 19'RACK I CHAPPELL PROP.LIGHT TIMER ENGINEERING TIMER 6HR SPR WOUND I OPST FF46H' J;7 -ASSOCIATES,LLC I�^JJ o o 1-7 11I C wil-SFru4turd1 L and survc•yiag LI 11 11R.K. EXECUTIVE CENTRE DOUBLE DUPLEX DOUBLE DUPLEX 3'-6'ALUMINUM THRESHOLD W/DOOR DRIP STRIP,MAGNETIC 201 BOSTON POST ROAD WEST, SUITE 101 RECEPTACLE OYP) RECEPTACLE(TYP) WEATHER STRIPPING,DOOR SWEEP,McMASIFR-CARR MARLBOROUGH, MA 01752 ELECTRONIC TOUCHPAD LOCK SET AND PICK GUARD,AND (508) 481-74-00 NORTON DOOR CLOSER www.choppellengineering.com INTERIOR ELEVATION 'A' T INTERIOR ELEVATION 'C' z SCALE:1/2' 1'-0' A05 SCALE:1/2'= 1'-0' A05 �ZN Of�s NOTES: 1.ALL CONDUIT TO BE EMT,UNLESS OTHERWISE NOTED. 706 2.ALARM WIRING NOT SHOWN FOR CLARITY.CONTRACTOR V ,Q.. CONDUIT."REFER TOALL CSSHEETEC2"FORnALARMONS "RING 3.HALO GROUND SHALL BE/2 GREEN STRANDED COPPER ENGINC_VV - V DATE WIRE UNLESS OTHERWISE NOTED. ff1� IT IS A VIOLATION or LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. REVISIONS NO. DESCRIPTION DATE 0 ISSUED FOR FINAL 07/07/14 PROP.5-TON WALL MOUNTED AIR 1 ISSUED FOR FINAL REV SHELTER 07/08/14 CONDITIONER(BEYOND-TYP.2%) F ) 2 ISSUED FOR REVISED 08/26/14 3 ISSUED FOR FINAL 09/10/14 4 ISSUED FOR FINAL 10/30/14 5 ISSUED FOR FINAL 11/07/14 6 ISSUED FOR FINAL 01/21/15 PERIAL'-GYPSUM I L —1 P� BASE FIRECODE TYPE-X GWB PROJECT NAME: NSTAR SHOOTFLYING HILL ROAD COVE 8�V880 8 ""tt J J NSTAR ELECTRIC COMPANY I V L LV —� ARMSTRONG 12'.12'zJ§' OFF MID-CAPE SERVICE ROAD REINFORCED VINYL TILE VCT 51.6 c BARNSTABLE,MA01W 0 0 0 0 0 0 DRAWING TITLE: PROP.JUNCTION 80X(TYP.) PROP.JUNCTION BOX(TIP.) DOUBLE DUPLEX SHELTER INTERIOR RECEPTACLE OW) ELEVATIONS INTERIOR ELEVATION 'B' 2 INTERIOR ELEVATION D F DRAWING NO 4 SCALE:1/2'= 1'-0' A0S SCALE:1/2'= 1'-0' AO$ AO yur. OESIfNED of..J F ISHEU NO. AS SHOWN DRAWN Or. WC PROJECT No. 0��I WTE: 8 Dr 14 1228.002 06/23/14 20,-0• NSTAR / NSTAR CONCRETE STOOP. 2 LOCATION VARIES.REFER TO ONE NSTAR WAY, WESTWOOD, MA 02090 LOCATION 501 COMPOUND PLAN. � e • � � TRM •i l •i 16 CHESTNUT STREET, SUITE 220 4 < BOROUGH, MA 02035 1 FOX(774) 215-5421 www.trmcom.com II BROOM FINISH A _ 4'-0- 1'CHAMFER(TYP.3 PROP. 11'-7:2O'-O' / SIDES) EQUIPMENT SHELTER ® 'CHAPPELL FINISHED GRADE PROP.(2)p2 SOLID ENGINEERING TINNED GROUND WIRE 2•CLEAR /5 REBAR 0 12'O.C.TOP AND TO FOUNDATION 2'-0' BOTTOM IN SHORT DIRECTION 3'COVER(MIN.) 6 _ASSOCIATES,LLC / REINFORCING (TYp) ) 3• 001•Structural L dr1Lj Surveyarn7 �T R.K. EXECUTIVE CENTRE EDGE SHELTER AND - PROP.GEOTEXNLE FILTER 201 BOSTON POST ROAD WEST, SUITE. 101 MAT FOUNDATION FABRIC 1'-0•CONC.SLAB �i MARLBOROUGH, MA 01752 CEMENT CONCRETE STOOP (508) 481-7400 16' NON FROST (AS REO'D) THOROUGHLY COMPACT www.chappellengineering.com SUSCEPTIBLE SOIL BELOW WWF 6a6-WNW2 SUBGRADE 16'NON FROST 3 COVER(MIN.) SLAB (SEE PG. E03) SUSCEPTIBLE SOIL BELOW N4 LONG DIRECTION C SLAB(SEE PG.E03) FOUNDATION MAT PLAN 1 CONCRETE STOOP SECTION A-A �"OF ' sy SCALE:3/8'.1'-0' SOt SCALE:1/2'= 1'-0' S01 SCALE:3/8'= 1'-0' SOl 0� D D o L m y 0. ] �n�ss/ONAL ENGINEER,rL4WDySWtYOR DATE R IS A VIOIATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REVISIONS 2. DESCRIPTION DATE 0 ISSUED FOR FINAL 07/07/14 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 2 ISSUED FOR REVISED 08/26/14 3 ISSUED FOR FINAL 09/10/14 1'X2'UNC BOLT 1 12'X1210S'TIE DOWN EQUIPMENT 4 ISSUED FOR FINAL 10/30/14 REO'D PER PLATE PLATE 4 PER BUILDING SHELTER EQUIPMENT 5 ISSUED FOR FINAL 11/07/14 SHELTER 1'X2'UNC BOLT I EQUIPMENT 6 ISSUED FOR FINAL 01/21/15 REO'D PER PLATE TO MATCH HOISTING POSITION SHELTER 12'Xl2V4 TIE DOWN PLATE 4 PER BUILDING PROJECT NAME: )'.'X7'CONC.ANCHOR 8 1'X2'UNC BOLT 1 NSTAR SHOOTFLYING REO'D PER BUILDING REO'D PER PLATE —J HILL ROAD MANUFACTURER 12'XI2'10j'TIE DOWN NSTAR ELECTRIC COMPANY PLATE 4 PER BUILDING OFF MID-CAPE SERVICE ROAD, )'4'X7'CONC.ANCHOR Y,'X7'CONC.ANCHOR WNSTABLE,MA 01862 8 REO'D PER BUILDING ® 8 REO'D PER BUILDING ------� -'"A.OU MANUFACTURER PROP.FOUNDATION MANUFACTURER ——————- PROP.FOUNDATION DRAWING TITLE: N�n� FOUNDATION DETAILS DRAWING NO: CONNECTION DETAIL ISO 4 CONNECTION DETAIL FRONT 5 CONNECTION DETAIL SIDE 6 S o 1 SCALE:N.T.S. SOt SCALE:3'.1'-0' SOt SCALE:3'-1'-0' SOt DESIGNED Bf:.WF SHEET N0. AS SHOWN DRAWN By:NNC 5aCT N0. (MGCHEM L�lE DATE: 9 OF 14 1228.002 06/23/14 } �NSTAR NSTAR ONE NSTAR WAY, WESTWOOD. MA 02090 r-(ROUND) TRM J7 BARS o 1o.5'O.C. I I 16 CHESTNUT STREET, SUITE 220 TOP AND BOTTOM I I FOXBOROUGH, MA 02035 (10 TOTAL) -- -- ---`- (774) 215-5421 t - ❑o www.trmcom.com I I �� BARS O 12'O.C. CHAPPELL FRONT&REAR FACES (4 TOTAL) I I L J ENGINEERING 06I I I 9i ASSOCIATES,LLC I I� CrL it•Structural•L and Surveying I I ---�--�--- R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 MARLBOROUGH, MA 01752 #3 STIRRUPS w/19-LAPS 3•(TYP) (508) 481-7400 12-O.C.ANCHORED W/ PROP.(2)J2 SOLID TINNED OPTIONAL SQUARE PIER www.chappellengineering.com 90 HOOKS AROUND A GROUND WIRE TO FOUNDATION HORIZONTAL BAR REINFORCING �,TN OF iT MIN. D �M 706 ENG DATE PIER PIN IT IS A VIOLATION OF lAW FOR ANY PERSON, (2)NO.4 CIRCULAR TIES UNLESS THEY ARE ACTING UNDER THE DIRECTION BEARING PLATE ENCLOSING VERTICAL BARS O 2Ye- OF A LICENSED PROFESSIONAL ENGINEER, FACTORED REACTION O.C.WITH 2'COVER WITH 24'LAPS TO ALTER THIS DOCUMENT. HORIZONTAL-56.8 KIPS VERTICAL--50.8 KIPS 4 PROJ. PROP.(2)#2 SOLD TINNED TO FOUNDATION REVISIONS CONCRETE VOLUME _—_� __� REINFORCING NO. DESCRIPTION DATE 7.8 CU.YARDS(PER BLOCK) GROUND ONE r---v--_, 0 ISSUED FOR FINAL 07/07/14 23.4 CU.YARDS(FOR 3 BLOCKS) 41-------- /, I I 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 ,�_—_—___ NO.4 CIRCULAR TIES I ENCLOSING VERTICAL BARS ON 2 ISSUED FOR REVISED 08/26/14 ROUGHEN CONSTRUCTION _------ 3'CENTERS WITH 24'LAPS JOINT TO A FULL 3 ISSUED FOR FINAL 09/10/I4 AMPLITUDE OF Y4- �L__---- (8)NO.7 VERTICAL BARS 4 ISSUED FOR FINAL 10/30/14 •I EQUALLY SPACED ON A 5 ISSUED FOR FI18' NAL 11 1 o —_--_-- 97 CIRCULAR LACE WITH /07/14 PiROD ANCHOR RODJ I P/N 102305 OR EQUAL 90'HOOKS AT BOTTOM 6 1 ISSUED FOR FINAL 01/21/15 PROJECT NAME: I I b L_____--J NSTAR SHOOTFLYING 12 BAR DIA(MIN) HILL ROAD J------------- NSTAR ELECTRIC COMPANY OFF MID-CAPE SERVICE ROAD 6-6 BARNSTABLE,MA 01862 (8)NO.7 HORIZONTAL BARS EQUALLY SPACED FACTORED REACTION EACH WAY(16 TOTAL) DRAWING TITLE- DOWNLOAD_ 1 I KIPS KIPS ANCHOR FOUNDATION SHEAR=6. KIPS CONCRETE VOLUME DETAILS 3.8 CU.YARDS DRAWIN N0 S02 SCALE: DEwn 6Y:JYF SNEEf ND. DEADMAN ANCHOR GUY ANCHORING DETAILS 1 AS SHOWN OPA" SCALE:N.T.S. SQ2 PRO=NO. ORKAML ISSUE DATE: 10�14 1228.002 06/23/14 A , _ 7yry NSTAR NSTAR ONE NSTAR WAY, WESTWOOD, MA 02090 OTRM 16 CHESTNUT STREET, SUITE 220 FOXBOROUGH, MA 02035 /e (774) 215-5421 www.trmcom.com WowerSoft ENGINEEFdNOSOPTWARE 'W-�RISEN TBToxar-v 5,5.8 T. Anelysle Fra9ram I3eexlaed to: POIDx Pzoduete r.rn (e) 1997-2014 T-SoYt Irlrx,TSToxar.com Pao=ta, II. CHAPPELL File:W:\Jobe\2014\210696\210696.oat ENGINEERING Cmliract:210696 Ravlaion: 0 06-01mm ASSOCIATES,LLC Project: 240`No.eo wx®anxuEE site:9ARN9TIIBLE,Em Date and Ti- 6/30/2014 2:20:14 FM Englnaez: SH ✓ GENERAL NOTES Civil-Structural Lanr/Surveyiny- w 210696 1. 4wuxcemlxTSLLCTOWEADE9GN5�IFgiNTDY15yNFxRLUMF55 R.K. EXECUTIVE CENTRE 240.00(f) L THETIrtIanwGmairmu'wlu 4�EEN�xmY1D®roxaNN.TNP 201 BOSTON POST ROAD WEST, SUITE 101 DE3lflN3PECIFlCATION ' oF9o11oROD'G aurEnu HAs Fax Asslol®ro x4 eAsm ox sRESPEcmc onr• 1m•(rro) PLAN VIEW wA(zwmAxo¢wnNAxsvru.2xxGAxDxusT�vERa2merarxEuww4ro MARLBOROUGH, MA 01752 Design Standard:ANSVDA-222-G-2005 Add2 wsraxATlox, _ Basic Wind Speed(No Ice)-152D(mph) � 3' m�Hoxxs all�as omEAv�sPEm m Dauax u3RDwG rAaE ARE Faovmm m www.c(508)l481-74000g.com Basic Wind Speed(With Ice)=40.0(mph) C/Z XZO.F] TDwBA DPcrry IOADINO 4. TOWER xE1a24 DESIGN n06 NOT wO.UDE SnE4E5Ow To ENE'Cnd1 SDILL 21750 - .._-_- omcx WlxD uaw lTa PrdVru-n2c uswG THE FouoxNxG eRErnoN EDuaNDEr AND oarmmars AREwmawx.oEswx Asswa Shruch a tess=x0) =0.75(in) mxPErnoAxo wA1xFVD PmsWITHANBLERCTTNE Toxin. .• 3WNue Cass=AI � �)-io EacronED wnlo sPEm lxo¢p.xs xPN S. xvaxawlawAcm4a4xoe wtln uxsvruvx.sTxucnau swmeaos --- 6wos++reCafeSDry=C / eAvcx'ulm E.-,l•wnPx s. 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Jay GUY LOG 199 (I)Y STANDARD D6N 3 Glq UL Nmxrm()J.9 DEG) (1)1-S/B' In R SHALL BE THE NESPONSx OF THE FRFiTOR roTEM1aRA GUYTHE (t)65G.Fr.FPA 011FSIDE MM (1)>/� THE SIRlY FR1NID WrolnivoUuWiraERnww�.�°,emim-i�TN iiliswucTuoFPe ENGINEER D S RVEYOR DATE 41N%1I - 19p (3)3 SG.FT.FPA YOGI (3)1-, 17.WR BASE P®1 imNpxT10N DETNLi,Sa ORAYnNG Iq.xlDfi%bli1.iDA ANOp4 BLOOD Fd11wxT1pN OEFABS,SEE DMWDN:ND.21-FL FmNDATm/S SMALL (n T511-UNNIDNFSwEARx (O 1- BE DFS[GIhD TD SUPPOR)TIE RFAETIONS SHDYM mRT1F mNDRD)r6 ElOSTING IT IS A VIOLATION OF lAW FOR ANY PERSON, t 18D (I)VSTANan4Do6 GHL LEG xlawllED(AL Dom (1)1ye` xr TIE SRE UNLESS THEY ARE ACRNG UNDER THE DIRECTION o M (1)4-DUN 2 GHL1 NUU (AL110 DEG) (n l-' OF A LICENSED PROFESSIONAL ENGINEER. Q IIB TO ALTER THIS DOCUMENT. (1)J111'dIxU ON 6'SwE ARFI (171-SJB' Sa ST4E55 NIAEY56 FOR A mWIkTE ISYwG 6PlL lWpS oll TO WE0. �GONE-Ba sacrum LOG aueoxu REVISIONS 9pr85 PWE2. XMM NO. DESCRIPTION DATE IN NPExA)5 em PIPE iwmx O.BEB GUY WG 2 82.50( elevbnax G. Re aArA Boor NPE xsnxnzx6 ml.soo xM N�m 0 ISSUED FOR FINAL 07/08/14 mmun (Fr) pN7 Trce p1OF1'1i1N exnu NPE x.enxnxrz -I.smx0.lzo wmx 1 ISSUED FOR FINAL(REV SHELTER) 07/0/14 �•• BIH NIT.Bn x 2 ISSUED FOR REVISED 0.x76 wPE 1.5p0%0.G59 aim 16W 0 !6 625 9/I6 EMS D,BBD 82614/ / IS)S we E16 414W w PiPf L9n%0.x>6 PIPE I.SpD%0.058 ,m xn.s 9/16 EMS 3S,DpB NOTE:SCCRDN NUMmLS ORE FOR PFia1EME OIQY.W4 ��' " `�`" 3 ISSUED FOR FINAL 09/10/14 NpMpLLL FA�Wmr11 D1NEIbIONS REFERroTNE STRESS TOWER NESgIRCROFILE EFIBIT ow xxuYss DEIGN PROFILE 4 ISSUED FOR FINAL 10/30/14 24T Ft00E180 p)Y®TIANDI MAIOMUx IArra0.lD R[.EDTlw19 BARNSTABLE,NA 5 ISSUED FOR FINAL 11/07/14 B°c nxxm 0)1-U4•xxF TONG L.ounon RAonrs<PT) ELNAnm(Fn -F.o vEmxr L(.r) Nonaoxru 1-) D'Ax BasE ANCHOR ROD TowER 6aSE o.o b.a xP 1s7.BI®s S1%ms - asx xllvaN• 6 ISSUED FOR FINAL 01/21/15 stiEEr AHO1011 mD04 ANpx1R1 19LD 1n6 JI.r -•IA I®s 5•.s taus.. C1AC5B55 acg PIEIL SM RYa °Pd NO' AxmoRz 9x.o e.D a.s wxa LTPS a.4xPs au ce av PROJECT NAME: MAXIMUM BASE REACTIONS - x1lro' ELEVATION V[EW uo59G41+z ND 9 ANplwl3 1924 -133 41.8• -50.B IDDS s6.81OPs Dmnload(IGps) 157.E 2106 01-°' NSTAR SHOOTFLYING Shear(IGps) 6.1 ' HILL ROAD •�•8K �21/�A�/US Torsion(KipsfO 0.0 ' NSTAR ELECTRIC COMPANY OFF MID40APE SERVICE ROAD 50.8 K BARNSTABLE,MA 01862 . .- .- ..• -� DRAWING TITLE; \ TOWER DETAILS DRAWING N0: S03 TOWER DETAILS u•" DE��AF SHEET NO. 1 AS SHOWN CHECK By. NBC SCALE:N.T.S. 503 PRWFCT N0. ORIW(4l 6'SIIE 7D Br.are 1 1 OF 4 1228.002 06/23/14 I , UTILITY CONTACTS LEGEND NOTES: 'NSTAR GROUND TEST WELL 1. SUBCONTRACTOR SHALL PROVIDE A,SINGLE PHASE,200 AMP,3 ELECTRICAL: NSTAR ELECTRIC COMPANY ® WIRE, 120/240 VAC,60HZ SERVICE FOR SHELTER. ONE NSTAR WAY WESTWOOD,MA 02090-9230 GROUND ROD 2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY NSTAR 888-633-3797 BEFORE THE START OF CONSTRUCTION.POWER AND TELEPHONE ONE NSTAR WAY, WESTWOOD, MA 02090 TELEPHONE: VERIZON DISCONNECT SWITCH CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY MAKE ALL CONNECTIONS AS PER UTILITY COMPANYS REQUIREMENTS REQUIREMENTS. 185 FRANKLIN STREET BOSTON,MA 02107 O METER 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO 800-941-9900 DRAWINGS PROVIDED BY SHELTER MANUFACTURER. TRIMCADWEID TYPE CONNECTION EAST.UTILITY POLE 4. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH • WEATHER HEAD COMPRESSION TYPE CONNECTION THE N.E.C.AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. - ----GROUNDING WIRE 5. SUBCONTRACTOR SHALL INSTALL 36"OF FLEX CONDOR WITH ALL 16 CHESTNUT STREET, SURE 220 2—• XXX f REPRESENTS DETAIL NUMBER CONDUIT FITTINGS(NUTS,REDUCING BUSHINGS,ELBOWS, FOXBOROUGH, MA 02035 XXX �— REF.DRAWING NUMBER COUPLINGS,ETC.)NECESSARY FOR CONNECTION TO EACH RADIO (774) 215-5421 CABINET' www.trmcom.com PROP.EQUIPMENT 6. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT SHELTER ABBREVIATIONS: WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. FA- -112m CRC AWG AMERICAN WIRE GAUGE 7. POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CHAPPELL CONDUIT PROP.TELEPHONE CONDUIT SHALL BE SINGLE CONDUCTOR(/14 AWG AND LARGER), ENGINEERING EXIST.GROUND CONDUIT J BOX BCW BARE COPPER WIRE 60OV,OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED U R COPPER CABLE RATED FOR 901C(WET AND DRY)OPERATION; ® _ASSOCIATES,LLC PETILITY COMPANY PROP•2'a3'HARDHOIE CCBE COAX GROUND BAR EXTERNAL QUIREMENTS LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM RE N1TI1 MULLTAPE a CIGBE COAX ISOLTAED GROUND BAR EXTERNAL USED. L rv+i Sty.-t Ir.Jl l d.IITJ SUr,cl w..M 8. CUT,COIL AND TAPE A 10 FOOT PIGTAIL FROM END OF FLEX DWG DRAWING CONDUIT FOR TERMINATION BY RADIO EQUIPMENT VENDOR. R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 EMT ELECTRICAL METALLIC TUBING 9. IF NOT ALREADY PROVIDED,CONTRACTOR SHALL SUPPLY/6 GND MARLBOROUGH, MA 01752 MGB MASTER GROUND BAR WIRE FOR TELCO ATTACHMENT TO THE PROVIDED 5-HOLE GROUND (508) 481-7400 I J I BAR AND A 110V ELECTRIC OUTLET MOUNTED TO TELCO www.chappellengineering.com I PCs PERSONAL COMMUNICATION SYSTEM BACKBOARD LONG (3)B3/0 @(I)02AWC-4'C (3)13/0 6:(1)12AWG-4'C PVC RIGID(SCH.40)POLYVINYL CHLORIDE CONDUIT RADIUS 7BEND RGS RIGID GALVANIZED STEEL .`TH OF CONDUIT (I)2'TELCO CONDUIT (1)4'TELCO RWY RACEWAY \ T'Me_ W/PULL STRING W/PULL STRING AN TYP TYPICAL LOAM AREA£PAVED AREA O A E L 1 1/2"BINWO COUUMINOUS PAVEMENT Al C�7 y 6 ML YELLOW WARNING TAPE /q Os POWER AND TELCO SINGLE LINE DIAGRAM I Fl 94 GRADE HIGH VOLTAGE" SCALE:N.T.S. Ep1 SAW-RUT TO STRAIGHT EVE!EDGE BEFORE BEFORE PAYING 8'GRAVEL BASE ENGINEER O DATE a � 12"6* D IS A VIOLATION Of LAW FOR ANY PERSON, R UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 2 8"MIN. MIN COMPACTED 8AcKnLL TO ALTER THIS DOCUMENT. COMPACTED REVISIONS PROCESSED GRAVEL, \-I 4*wH'ON ALL SIDES NO. DESCRIPTION DATE SCHEDULE 40 CONDUITS FOR NEW NOTE: 0 ISSUED FOR FINAL 07/07/14 ELECTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN IS FOR (2)S6 8(1)18-1"CONDUIT SEE UTILTY AND SITE PLANS PROVIDE SECONDARY ELECTRIC SERVICE. 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 APPROVED D OOVED PULL ES AS E WI� PRIMARY REQUIRES HIGH VOLTAGE SERVICE 2 ISSUED FOR REVISED 08/26/14 (6)112-1"CONDUIT UTILITY COMPANIES FOR INTERFACING ENCASEMENT. AT TERMINATION POINTS PROVIDE FULL — ———— — —— — ——— ——— ——— (3)#3/0 h 1p2G-2" LENGTH PULL ROPES(TYP.). 3 ISSUED FOR FINAL 09/10/14 CONOUTT 4 ISSUED FOR FINAL 10/30/14 E—E E—E—E E—E—E—E—I E E BURIED CONDUIT DETAIL 3 5 ISSUED FOR FINAL 11/07/14 I E—E E—E—E—E—E—E—Et E E� SCALE:N.T.S. E01 6 1 ISSUED FOR FINAL 01/21/15 FE E E—E—E—E—E—E—IE—E yom* I PROJECT NAME: W REFER TO SHELTER MANUFACTURER I I GENERATOR (SEE SHEET Eo3) NSTAR SHOOTFLYING DESIGN DRAWINGS FOR ALL INTERNAL I RIGID STEEL CONDUIT RIGID STEEL CONDUIT SHELTER CONNECTIONS,INCLUDING ALARM, PLUG (3)/3/0-(1)/2G-4"C HVAC,FIRE/SMOKE DETECTORS,ETC. I COUPLING HILL ROAD p I P-1 I I ® NSTAR ELECTRIC COMPANY OFF MID4WE SERVICE ROAD METER L J ASCO SERIES LOAD CENTER 200A 120/24OV, I GRADE BARNSTABLE,MA 01862 10(REFER TO MANUFACTURERS OWNERS '`� MANUAL FOR ALL WIRING CONNECTIONS) DRAWING TITLE ELECTRICAL DIAGRAMS, I� I RIGID STEEL CONDUIT DETAILS&NOTES EQUIPMENT SHELER 1 DRAWING N0 —— — ———— ———— — — ZE AS 1 L C RIGID STEEL TO PVC r J ADAPTOR SHOWN ON LAYOUTS 0 1 ONE LINE DIAGRAM 2 DETAIL 5 I SCALE:N.T.S. E01 ESHOWN SCALE:N.T.S. E01 DFSEAQD BY.JYi SHEET N0. DUM Br:ENCOMMK4L�lE are 12-14 06/23/14 ANDREW UGBKIT2 NSTAR (1/62 1/25d2l x N x FENCEx N r x I\ ANTENNA MOUNT GROUND COAX CABLE NSTAR GROUNDING KITS ONE NSTAR WAY,WESTWOOD. MA 02090 A \ O GROUND ROD WOFE1) fi Q&TRM WELL OD OF i) E02 / m MCBE CADWELD I • •� TO GROUNDING RING(LOWER EGB) FOXBOROUGH, MA 02035 -� ` �____� 16 CHESTNUT STREET, SUITE 220 REFER TO GROUNDING RISER 774 215-5421 DIAGRAM FOR(D OF ALL CONNEE CT ONSLOCATION ( ) www.trmcom.com m q EQUIPMENT ICE GUYED SHELTER I BRIDGE I TOWE Eli CHAPPELL _ GROUND BAR (EGB) ENGINEERING SCALE:NOT TO SCALE ASSOCIATES,LLC j Civil•Stru(rural L ood Survuyirn i METER AND R.K. EXECUTIVE CENTRE DISCONNECT_—_ —________—_ __� 201 BOSTON POST ROAD WEST, SURE 101 GRouND RODS \ ' MARLBOROUGH, MA 01752 gf 7) \ 12-TO 24- (508) 481-7400 www.chappeliengineering.com I ANTENNA CABLE CODUIT FENCE I / TO EXIST. "— —x N —% - - TO EQUIP. A\_`H OF SERVICE WEATHERPROOFING KR GROUND (SEE NOTE 3) OC DAV D#2 AWG SOLID y TINNED COPPER(iYP) CABLE GROUND KI7 C GROUNDING RISER DIAGRAM /( AWG STRANDED COPPER GROUND m WIRE(GROUNDED TO GROUND BAR)(SEE 1 NOTE 1 &2) Q to SCALE:NOT TO SCALE Eoz /06 CONNECTION OF CABLE GROUND KIT TOC� �� ANTENNA CABLE S�DNALEN�'\� NOTES ENGINEER OR DATE 1.00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT n IS A MOUTON Or LAW FOR ANY PERSON, GROUND WIRE DOWN TO GROUND BAR. UNLESS THEY ARE ACTING UNDER THE DIRECTION 2•GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR Of A LICENSED PROFESSIONAL ENGINEER, RECOMMENDED BY CABLE MANUFACTURER. To ALTER THIS DOCUMENT. 3 WEATHER SMALL ROOFINGNO B E TWO-PART TAPE SUPPLIED WITH KIT. W REVISIONS NO. DESCRIPTION DATE DETAIL 4 0 ISSUED FOR FINAL 07/07/14 FROM EGB(WHEN SCALE:NOT TO SCALE ETM 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 SHOWN ON GROUNDING RISER DIAGRAM) 2 ISSUED FOR REVISED 08/26/14 SPARES 3 ISSUED FOR FINAL 09/10/14 4 ISSUED FOR FINAL 10/30/14 /6 AWG FROM GROUND BAR ON 3 ANTENNA CABLE 5 ISSUED FOR FINAL 11/07/14 WALL,FLOOR OR ON GROUND KIT i0 GROUNDING K ANTENNA TOWER E02 6 ISSUED FOR FINAL 01/21/15 GRADE 6'DIA SCH 40 INSPECTION PROJECT NAME: m ® SLEEVE FINISH RACED PVC COVER NSTAR SHOOTFLYING SITE FINISH GRADE CADWELD HILL ROAD NSTAR ELECTRIC COMPANY r,r, r, O O^O ^<> ^ OFF MID-CAPE SERVICE ROAD ® I I CADWELD c CADWELD CONNECTION(TYP.) OQ O�O o�C �•�C U OO TO GROUND RING RING GROUND BARNSTABLE,MA 01862 /2 AWG BCW 22 AWG SOLID,TINNED SOLID,TINNED PIGTAIL 9PPER GROUND WIRE DRAWING TITLE: 1' A NOTCH SLEEVE FOR EXOTHERMIC WELD TO BE USED GROUNDING DIAGRAM, ANDREW UGBKIT(1/4'x2 1/2'xl9 I/21 PASSAGE OF RING WIRE. WITH B2 AWG BCW TO OR EQUAL WITH HOLE MAINTAIN INTERIOR OF BUILDING SER.GROUND OR PATTERN AND STANDOFF INSULATORS AND GROUND ROD SLEEVE DEBRIS FREE. GROUND RING DETAILS&NOTES ® MOUNTING BRACKETS AS SHOWN COPPER CLAD CADWELD STEEL 5/8*0x 5/8'COPPER CLAD •-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 10'-0'LONG STAINLESS STEEL GROUND ROD SHALL ONLY USE EXOTHERMIC WELDS. DRAWING NO TO GROUND RING Im INSTALLATION OD 2 GROUND ROD MASTER GROUND BAR MGB 2 GROUND ROD 5 TEST WELL DETAIL DETAIL 7 SDI DESIGNED By'.JMF SHEET AS SHOWN DPAWH�:NAC SCALE:NOT 70 SCALE E02 SCALE:NOT TO SCALE EOz SCALE:N07 TO SCALE E02 SCALE:NOT TO SCALE E02 N0. CIIECKD By.JMr 13GF 14 PROJECTORK;RW 6SUE OATF' 1228.002 06/23/14 7750 SERVICE ITEM ACCESSIBILITY CHART 168 7/8'I 100 SERVICE ITEM 2.4L INSTAR TYP (MOUNTING HOLES) CENTER OF I4'I OIL FILL CAP TW U RIGHT DOM NOTES, GRAVITY OIL DIP STICK TIRU RIGHT DOW 1) MINIMUM RECOMMENDED CONCRETE PAD SIZE, 1155 (45 1/2') WIDE X 2255 -- ---- _ _— 796 [29 ]/4'] OIL FILTER rHNU LET DO@7 (86 7/8') LONG REFERENCE INSTALLATION GUIDE SUPPLIED WITH UNIT I OIL DRAIN HOSE THRUREGtIT Benz NSTAR ^�� I RADIATOR DRAIN HOSE THNULEFT DOOR ONE NSTAR WAY, WESTWOOD, MA 02090 FOR CONCRETE PAD GUIDELINES, 2) ALLOW SUFFICIENT ROOM ON ALL SIDES OF THE GENERATOR FOR MAINTENANCE B22 I �� I I SEE NOTE 4 AIR CLEANER ELEMENT r1RU LEFT 11®R AND SERVICING. THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT 132 3/8'I ® `A/ I SPARK PLUGS TIRUusr DOOR APPLICABLE NFPA 37 AND NFPA STANDARDS AS WELL AS ANY OTHER FEDERAL, TYP /T3luTI 102 MUFFLER NOfEB TRM STATE AND LOCAL CODES FOR MINIMUM MUM DISTANCES FROM OTHER STRUCTURES. (MOUNTING 3) CIRCUIT BREAKER INFORMATION, HOLES) I ' \ [4'] 5B FAN BELT WE NOTE 6 SEE SPECIFICATION SHEET WITHIN OWNERS MANUAL I r AREti [2 ]/4'] BATTERY r1wILEr-T DTOM4) INSIDE STUB-UP AREA FOR AC LOAD LEAD CONDUIT CONNECTION, NEUTRAL I I L g- REFERENCE OWNERS MANUAL FOR PERIODIC 16 CHESTNUT STREET, SUITE 220 CONNECTION, BATTERY CHARGER 120 VOLT AC (0.5 AMP MAX.) CONNECTION, AND REPLACEMENT PART LISTINGS ACCESS TO TRANSFER SWITCH CONTROL WIRES. REMOVE FRONT COVER FOR ACCESS. BATTERY 12 VOLT 26F-j FOXBOROUGH, MA 02035 ,A) FIELD CUT HOLE IS ONLY REQUIRED FOR MOUNTING OF GENERATOR ON AN 525 COLD CRANKING AMPS (774) 215-5421 EXISTING PAD. 381 195 www.trmcom.com 5) REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. jl17/32') DLA. MOUNTING C15'I I7 3/4'I <4) PLACES TOP VIEW 6> REMOVE EITHER LEFT OR RIGHT HAND SIDE PANEL TO ACCESS EXHAUST MUFFLER LOCATED ON BOTTOM OF AND FAN BELT. GENERATOR MOUNTING FRAME VISE ACTION LATCH, _CHAPPELL ONE PER DOOR. ONE LIFT-OFF DOOR PER SIDE OF GENERATOR ENGINEERING EXHAUST AND AIR DISCHARGE 1950 (76 3/4'1 LOUVERS - FRONT AND SIDES U39 144 13/1613 CONTROL PANEL B50 133 1/2-1-1 ® _ASSOCIATES,LLC DOOR TYP ('ivihStru<.tur.11•C.anti 5urvn}dne7 R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 EXHAUST MUFFLER - MARLBOROUGH, MA 01752 ENCLOSED WITHIN, = )ta5.5 [45 l/B'7 ®I ® 481-7400 SEE NOTE 6 L3,5 (17/32') DIA. MOUNTING 1- 7 864 www.cha hopp ppe Meng inee ring.com FRONT COVER I HOLE (4) PLACES, 32.7 (1/2') SEE NOTE 9 _ 134 73/16'1 D]A. MASONRY ANCHOR I F I DOOR ��QF BOLTS RECOMMENDED ttI, j I® TYP [RCUIT BREAKERr 152.5 AIR INLET G�. L(61) 1 6'1 1 G'I SEE NOTE 31 I� C6'I LOUVERS MIN. �I I+ CIS'] MIN. I ® MIN, M IN. I I MIN. MIN. � ^ 0 (' P m 49.57W Cti C2'] STUB-UP REAR VIEW FRONT VIEW LEFT SIDE VIEW AREA LIFTING PROVISION (SEE NOTCONCE E SETE OUNT[NG PAD CENTER V COF GRAITES, SEE OYT E 5 AND CDIMENS DIMENSIONS LPV CONNECTION: 3/4'NPT FEMALE C 1000 (39 3/8'1 E OUPLING STERw\ VEIGHT DATA LOCATED ON THIS SIDE (LH) FIELD CUT HOLE FOR OUTSIDE CONDUIT �SS�ONAL E`vG�a YEIcBr WIGHT SHIPPING CONNECTION ONLY, SEE NOTE 4A GLL091RE (YO®EN SHIPPING VC[GMT COATI NATCR[AL`��i.eS�3Lr) MTE/SKim —ruagT) ENGINEER ID OR DATE KG ELBSI KG I1-821 STECL 651[,III] II Ewl 699 E15291 R 6 A VIOLATION OF TAW FOR ANY PERSON, ALUMINUM 6W 113241 44(9el 649 E 14U) UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIOAU ENGINEER, GENERATORDETAILS TO ALTER INS DOCUMENT. SCALE:NOT TO SCALE E0.T REVISIONS NO. DESCRIPTION DATE VISE ACTION LATCH,ONE 0 ISSUED FOR FINAL 0707 PER DOOR ONE / /14 LIFT-0FF DOOR PER SIDE OF GENE CONTROL PANELRATOR BATERYCHARGER ENCLOSED WITHIN 1 ISSUED FOR FINAL(REV SHELTER) 07/08/14 CONCRETE AND REINFORCING STEEL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: 2 ISSUED FOR REVISED 08/26/14 • 1. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION&TOPSOIL EXPOSE UNDISTURBED 3 ISSUED FOR FINAL 09/10/14 CONCRETE INSTITUTE(ACI 318-11 OR LATEST EDITION)BUILDING CODE REQUIREMENTS NATURAL SUB GRADE AND PULE CRUSHED STONE AS REWIRED. FOR REINFORCED CONCRETE AND(ACI 301-10)STANDARD SPECIFICATION FOR 4 ISSUED FOR FINAL 10/30/14 STRUCTURAL CONCRETE ALL CONCRETE WORK SULL BE IN ACCORDANCE WITH THE 2. COMPACTION CERBFlCATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED EXHAUSTMUFFLER PROPOSED OT060 ACIW301,ACIW318,ASTM A1B4 AND ASTM A195. GEO TECHNICAL OR ENGINEER 6 ACCEPTABLE. 5 ISSUED FOR FINAL 11/07/14 ENCLOSED WITHIN PROPANE GENERATOR FIELD CUT HOLE FOR 2. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION,THE"UNDISTURBED SOIL" 1 6 ISSUED FOR FINAL 01/21/15 • OUTSIDE CONDUIT DAYS WHEN TESTED IN ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND BASE SHALL BE COMPACTED WITH'COMPACTION EQUIPMENT,LISTED BELOW,TO AT LEAST CONNECTION ONLY MATERIALS OTHERWISE. STANDARDS ASTM C172.ASTM C31 AND ASTM C39 UNLESS NOTED 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM 0 1557 METHOD C. EXCAVATE AS REOUIRED TO REMOVE FRONT COVER pRQIECT NAME: VEGETATION&TOP SOIL EXPOSE UFT CRUSHED UNDISTURBED NATURAL SUB G DE. I PLACESSION 3. REINFORCING STEEL SHALL CONFORM TO ASTM A61S,GRADE 60.DEFORMED UNLESS 4 COMPACTED COMPA SUB BASE ACCTED W 3"BE FLILIFTS ABOVE COMPACTED SOIL GRAVEL RM&LEVELED.PROVIDE 16' MSHALL BE NSTAR SHOOTFLYING 8't OR AS REO'D PLACE A MINIMUM OF V GRAVEL IY*I NOTED OTHERWISE WELDING WIRE FABRIC SHALL CONFORM'TO ASTM A185 WELDED NATURAL OR CRUSHED WITH t00K PASSING 1'SIEVE. CIRCUIT BREAKER HILL ROAD z 3/4'CHAMFER STEEL FABRIC UNLESS NOTED OTHERWISE.SPLICES SHAH BE CLASS'B'AND ALL r#41612"O.CIV HOOKS SHALL BE STANDARD,UNLESS NOTED OTHERWISE. S. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOF ROLL THE SUB GRADE SOILS WITH 5 • PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR(SUCH AS BOMAG BPR 30/38) NSTAR ELECTRIC COMPANY ti FINAL GRADE O SLOPE 4, DETAIUNG SHALL BE ACCORDANCE TRU THE S(ACI ID 315-99D PRACTICE OF AWAY FROM CONCRETE. OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOAUG BW SSE).ANY DETAILING REINFORCED CONCRETE STRUCTURES TALI STD-315-99). SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A OFF MIDCAPE SERVICE ROAD WELL-GRADED GRANULAR FRL AND COMPACTED AS STATED ABOVE. BARNSTABLE,MA01EIM S. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4'IN ACCORDANCE WITH ACI 301 - - - SECTION 4.2.4 UNLESS OTHERWISE NOTED. COMPACTION EQUIPMENT: 6 REINFORCING POSITION.LOCATION OF ONFORCEMENT BULL BBE IN ACCURATELY E TIN MATED AND ON THELDRAWINGSD IN 1. RAND OPERATED DOUBLE DRUM.VIBRATORY ROLLER.VIBRATORY PLATE COMPACTOR OR DRAWING TITLE: j CONCRETE COVER SHALL BE 3'MINIMUM. JUMPING JACK COMPACTOR. �T�L� 7. TOP OF FOUNDATION TO HAVE A'BRUSH FINISH'. GENERATOR DC ET AI LS B. EXPOSED FINISHED SURFACE 6 NOT TO HOLD WATER UNDISTURBED 9, ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR DRAWING NO: THE'UNDISTURBEDSIOIL'BASE \ J �� �� VIRGIN SOIL OR SHALL BE COMPACTED TO AT COMPACTED FILL �1�' LEAST 9096MO MAXIMUM PROCTOR 1 E 0 3 MAXIMUM DENSITY PROP 9'sX8's GENERATOR PAD 16-THICK LAYER OF 3/4-DIA. SOIL• DESIGNED EM.JIF SHEET NO CRUSHED STONE BASE ONE UK LPVCGLOCA ED NTHISTF SIDE UNDISTURBED EARTH. GENERATOR PAD DETAILS AS SHOWN "U"'N " K COUPLING LOCATED ON THIS SIDE ILHI PaoJECT ORIGINAL EDCO UP. F Y A a 14 Y A SCALE:N.T.S.. EQl 1228.002 06/23/14 sr IV1STAR NSTAR ONE NSTAR WAY, WESTWOOD, MA 02090 41 V_ TRM 16 CHESTNUT STREET. SUITE 220 FOX( 7 4 5MA 0 035 74) i - wwWArmcom.com CHAPPELL ENGINEERING SITE NAME:. NSTAR SHOOTFLYING HILL ROAD rcm ASSOCIATES,LLC „:vil $(rUCU.rJ?•Lii!?t7;iufvF;yrrlf,Y (NSTAR ELECTRIC COMPANY) R.K. EXECUTIVE CENTRE OFF MID-CAPE SERVICE ROAD 201 BOSTONMAR POST ROAD WEST, SURE 101 - MARLBOROUGH, MA 01752 (508) 481-7400 BARNSTABLE,MA 01862 www.chappellengineering.com BARNSTABLE COUNTY *OF , 1 0?� DAVI SITE TYPE: GUYED TOWER 011 t� SITE INFORMATION: VICINITY MAP SHEET INDEX PROPERTY OWNER: COMMONWEALTH ELECTRIC COMPANY SCALE; 1°=10W DWG. DESCRIPTION REV. Mai C/O NSTAR ELECTRIC COMPANY `" - "G - 2059 SERVICE ROAD ° ` -' O�. - '�' ,� w ° - '4• Via.✓ Tol TITLE SHEET - o ENGINEER/ D U OR DATE PROPERTY TAX DEPARTMENT �' „:� �• r u A o �;;� _ O -✓F • - a IS A VIOLATION OF LAw roa ANY pF350N, �. �. a�� •�,r ��ez GN01 GENERAL NOTES 0 NORWOOD,MA 02062 '' �. .*' col SITE PLAN 0 UN—THEY ARE PCaNC UNDER THE OIRECRON APPLICANT NSTAR ELECTRIC COMPANY r e • , +�y '� OF A UCDrED PROFESSIONAL ENGINEER, ONE NSTAR WAY • �� (H c h @�, 0.,; 2 ly.O ti ;7s 4' A01 COMPOUND PLAN 0 ro ALTER THIS OOCUMENr. K� $ a A02 ELEVATION AND ANTENNA DETAILS 0 -- - .__ WESTWOOD,MA 02090-9230 v � �s � ` '� - --•- a 888-633-3797 °.. .o. 14 "' - 1 O ^ REVISIONS.. SITE ADDRESS: .. _•: � t � E01 ELECTRICAL DIAGRAM,DETAILS 8 NOTES r r ' D N0. DESCRIPTION DATE OFF MID-CAPE SERVICE ROAD - R �� pr�` BARNSTABLE,MA 01882 o. 5 a pa { ' -1 _ 0 ISSUED FOR REVIEW 04/17/17 COUNTY: BARNSTABLE LATITUDE: N 41°40'59.86• s r ' LONGITUDE: - W 70°20-53.88' - a �.+ ,..� SITC' a t 40� � •,� a��o - ZONING CLASSIFICATION: GP(GROUNDWATER PROTECTION OVERLAY DISTRICT) .•_ w+6 „^.. J CL ZONING JURISDICTION: - TOWN OF BARNSTABLE - osr TAX ID PARCEL NUMBER: MAP 214 BLOCK 010 °p - .f o_%%, ARCHITECT/ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC •,W - a Z `" n i1s 201 BOSTON POST ROAD WEST,SUITE 101 �y?t MARLBOROUGH,MA 01752 ,q&r,a�*',T,;.. 1 3 4> u„ oa? c ..a--a ,y a ,j' �f• � ;'� '( .o`' a. PROJECT NAME: POWER COMPANY: NSTAR ELECTRIC COMPANY ONE NSTAR WAY 4 o r NSTAR SHOOTFLYING 8 E8 Do�MAozoeo9z3o HILL ROAD Sr. K� r O �,`511C 3 as 2R•'^^�'�♦ $•, TELEPHONE COMPANY: VERIZON �� • u�allla5�°gy'., DO NOT SCALE DRAWINGS NSTAR ELECTRIC COMPANY 185 FRANKLIN STREET BOSTON,MA 02107 i "' `" "• •,s �' �' � "' OFF MIMAPE SERVICE ROAD (800)941-9900 ap ra • L CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON BARNSTABLE,MA 01 W2 A a NEW- ) .n THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNERS REPRESENTATIVE _ ''� y .•� , _ '' � `< 4 IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE DRAWING TITLE: - ° RESPONSIBLE FOR SAME. i q 9 s�• , s ., c�' ; . H s t *' s�oney PROJECT DESCRIPTION TITLE SHEET t�: v^ `• _� .� ,.eft kz ¢7 . .,DRI .I� G DIRECTIONS - 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR DRAWING N0: - fll V I Vl�_. �7 THE TRANSMISSION OF RADIO SIGNAL FOR THE SOLE USE OF THE APPLICANT. T 0 J 49 NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. I I TAKE 1- 5 SOUTH TOWARD MIARLBORO. MERGE ONTO MA-25 EAST.CONTINUE ONTO BLUE STAR MEMORIAL 2. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. - - HIGHWAY.CONTINUE ONTO MA-28 SOUTH.AT THE TRAFFIC CIRCLE,TAKE THE 5TH EXIT ONTO SANDWICH ROAD. 3. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. - .. TURN RIGHT ONTO.MID-CAPE CONNECTOR.TAKE THE RAMP ONTO US-6 EAST.„TAKE EXIT 5 FOR MA-149 TOWARD MARSTONS'MILLS/WEST BARNSTABLE.'DRIVE TO SERVICE ROAD.SITE WILL Bc LOCATED ON THE RIGHT HAND SOUP DE.SCFrm�`"� . AS SHOWN DmwN M'DLw SIDE. - Dar:,IIO' - - - pROIECf ND. GR MRL ISSUE DATE: - 1228.002 r D4117/17 P> GENERAL NOTES: FIELD SURVEY 14 ( � 2. VERTICAL DATUM:: NORTH NORTH AMERICAN VERTICAL DATUM OF 1988 .(NAVD88) �$ ��pz \ 3. HORIZONTAL DATUM: �AMERICAN DATUM OF 1983 \ / 0% V• \ / NGEg p 4. SITE CONTROL POINT: CENTER LATITUDE'N 41*-4 ONE NSTAR WAY,TOWER (NAD 83) WESTHOOD, MA 02090 OF GUYEDNSTAR ro SERA_ LONGITUDE W 70'-20'-53.86•(NAD 83) i 5. LAND OWNER COMMONWEALTH ELECTRIC COMPANY C/O NSTAR ELECTRIC COMPANY I 2059 SERVICE ROADPROPERTY TAX ��� $ / h'10 \T NORWOOD,MA D2062 EPARTMENT I / Mqj 6. SITE NAME NSTAR SHOOTFLYINC HILL ROAD I / P,s . 0, 0* A H%W,ee 7. SITE ADDRESS: OFF MID-CAPE SERVICE ROAD 16 CHESTNUT STREET, SUITE 220 , 9+X. ME BARNSTABLE.MA 01862 FOXBOROUGH, MA 02035 MFID 1 / ,>e raR UK 8. APPIJCANT: ONENST NSTAR ELECTRIC COMPANY (774) 21om.com I q0e OETK Tr WESTWOOD,MA 02090-9230 www.trtncm.com "r5- / :e 888-633-3797 9. JURISDICTION: TOWN OF BARNSTABLE 10. TAX ID: MAP 214 BLOCK 010 ® CHAPPELL 11. DEW REFERENCE BK. 1922 PC.201 REGISTRY OF DD®ES � ( ENGINEERING rg ays° ® ®ASSOCIATES,LLC MAP 2r4 BLOCK OIO G 12. PLAN REFERENCE: TOWN OF fl4RNSTABLE ASSESSOR/CIS MAPS COMMONWEALTH ELECTRIC 13. ZONING JURISDICTION: GP(GROUNDWATER PROTECTION OVERLAY DISTRICT) l>Y.'i Structural-Land Suiveayrrix C/0 NS4R ELECTRIC 14. ALL UNDERGROUND INFORMATION PRESENT.HEREON WAS DETERMINED R.K. EXECUTIVE CENTRE A.� 2059 SfRWC£R040 FROM SURFACE EVIDENCEENCE AND PLANS OF RECORD.ALL UNDERGROUND UTILITIES PROPERTY TAX DEPARTMENT / SHOULD BE LOCATED IN THE FIELD PRIOR TO THE COMMENCEMENT OF ANY SITE 201 BOSTON POST ROAD WEST, SUITE 101 z. NORWOOD.MA 02062-0567 WORK.CALL DIGSAFE 1-888-344-7233 A MINIMUM OF 72 HOURS PRIOR TO MARLBOROUGH. MA 01752 ^ uv+ BK. 1927 PG.201 / PLANNED ACTIVITY. (508) 481-7400 ' ® _ MAP 214 BLOCK 009 + ®® n/i o�W 15. THE PROPERTY LINES SHOWN WERE COMPILED UTILIZING TOWN OF BARNSTABLE www.chappeliengineering.com ® COMMONWEALTH ELECTRIC ''tt ASSESSOR'S PLANS,RECORD.DEEDS AND PUNS OF REFERENCE AS ® m ® w �W RAP 214 BLOCK Orr 7]0 ° C/0 NSTAR ELECTRIC i INDICATED.A COMPLETE BOUNDARY SURVEY WAS NOT UTILIZED IN THE 1p. ( sTs OEATAL 10.19 SERVICE ROAD 'a n/t PREPARATION OF THESE PLANS. 12&D.(R '�' \ PROPERTY TAX DEPARTMENT �5b N '�- CENIERN[2081 STERWU£FIRE O/5TRlCT Z� wm NOD I \ NORWOOD,MA 02062-0567 'Z w EXIST.LOCATION OF 2081 SERV)Cf ROAD 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING)AS QF uxO +`' SHOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF BARNSTABLE. I\4 SK. 1922 PG. 199 io. / GUYED TOWER AND 1875 FALMOUTH ROAD COMMUNITY PANEL 250001 MAP 0005C DATED 08/19/1985. MAP 214 BLOCK 008 \�'\ \` ,r! 3 EOUIPMENT BUILDING Cf� %E �2 N PG.N/A / O?� DAVI n/Y �T\ 25 t ACRES 17• BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH.GRD NORTH WAS COMMONWEALTH ELECTRIC ', � � / ESTABLISHED FROM CPS OBSERVATIONS.IT IS NOT INTENDED TO BE AN EXACT m C/0 NSTAR ELECTRIC G\\ ' EXIST 6"GENERATOR / REPRESENTATION OF TRUE NORTH. 2015 SERVTCE ROAO :� \ PROP. (9) DS499 PROPERTY TAX DEPARTMENT C' L06 NORWOOD,MA 02062-0567 \ YAGI ANTENNAS & 9 \ ( ) $�, EXIST 250 GALLON PROPANE / LEGEND @K. 1 427 PC. 112 \ �t COAX CABLES ON -T STORAGE TANK / GJ � t GUYED TOWER. % \� ��/ / .— — - EX Row EASEMENT 47• PROPERTY LINE S' W - — — — — — — — - ABUTTING PROPERTY LINE ENGINEER/ DU YOR DATE v3 \ STa6 \ \ / SW & -. — . —. —. — . —. - PROPERTY OFFSET R IS A VIOLATION OF LAW FOR ANY PERSON, pW UNLESS THEY ARE ACTING UNDER THE DIRECTION ----------------- EXIST.EASEMENT OF A UCENSED PROFESSIONAL ENGINEER -z z z x EXIST.CHAIN LINK FENCE TO ALTER THIS DOCUMENT. MAP 1/4 BLOCK G08 NE '� . \\ IN COMMONWEALTH EZECIR/C � EXIST.STOCKADE FENCE REVISIONS • C/o NSTAR ELECTRIC /�W EXIST.EDGE OF PAVEMENT v T B-SE�' 2015 SERVICE ROAD ^ / ".r. / OHw oHw EXIST•OVERHEAD UTILITIES N0. DESCRIPTION DATE SK.XXX PG.XXX OHw OHw OVERHEAD UTILITIES 0 ISSUED FOR REVIEW 04/17/17 i/E—TIE—TIE UTILITIES P+sT I° EXIST.UTILITY POLE w TARN / / Jw �� — — ZONING BOUNDARY TOWN LINE y pqw / L A9'• �6 / GEOTECHNICAL REPORT REFERENCE. PROJECT NAME: v AMP 214 BLOCK G07 COT WOO- $• GEOTECHNICAL REPORT ENTITLED "REPORT OF NSTAR SHOOTFLYING / DOROTHY P.FARw SUBSURFACE INVESTIGATION AND FOUNDATION HILL ROAD _ o sNooTFznNc HILL ROAD RECOMMENDATIONS* BY GEOTECHNICAL wp vn „ P.D.BOX 427 / CONSULTANT, INC. DATED 5/17/14. WEST NYANNISPORT,MA 0267z NSTAR ELECTRIC COMPANY SK.25743 PG. 115 / MAP pro BLOCK 063 COT X02 e�jp2 OFF MID-CAPE SERVICE ROAD MARION En Sr..GfORGE BARNSTABLE,MA 01662 0 / / 51 M4RD45 WAY ® / W.26179 PG.22 DRAWING TTTLE ZONING INFORMATION DESCRIPTION COMPOUND TOWER SITE PLAN wp,pl° / I MIN.LOT AREA 1.48 AC. AC. MIN.TAT FRONTAGE 787.74 387 387.7'4 DRAWING NO: PROPERTY SETBACKS C01 FROM 33.7:i; 232.'± SOLE 33.7'3 67S'3 REAR 35.8'3 SO.Yt SITEPLAN , MAX HEIGHT 12.0'3 252.0't SONS DE9GMD RP JMF SCALE: 1'a 50' GOT 1• 50' ORAwN er:OLw ' CM D BT:J16 0 25' S0' 100' 150' PFA=NO. IORWA ma a1E 1228.002 04/17/17 3 i NSTAR NSTAR ONE NSTAR WAY, WESTWOOD. MA 02090 C-, I EXIST 12'-0',20'-0* IFOUIPMENr SHaM? rXST.60ATY GENERATOR EXIST. NE TRM 16 CHESTNUT STREET, SUITE 220 35'-7' FOXBOROUGH' MA 02035 (774) 215-5421 www.trmcom.com Ow CHAPPELL ENGINEERING DRM 5,-9* h6 0i ASSOCIATES,LLC —vi; StruCtulr''-Land Sulveyif;g af R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 101 EXISr. 12'DOU&f MARLBOROUGH. MA 01752 SWING GAT (508) 481-7400 4' www.chappeliengineering.com a 41 -D75T. N 1"OF DAVI EXIST.U/c UMMES t a7sr.250 WtON PROPANE SIOR4GE TANK FROM Mr.U77UTY POLE 06 ILL PROP (9)0809 Ya p T \ -- m ANOMS&(9)7%. CW CABLES ON aftM TOWER ENGINEER/ D U OR DATE DgSr. 10 IT 6 A VIOLATION Of LAW FOR ANY PERSON, y CWV(INK FENCE UNLESS THEY ARE ACTING UNDER THE DIRMON OF A LICENSED PROFEMONAL ENGINEER TO ALTER ING DOCUMENT. D?Sr.240.5' CUYED rGHER REVISIONS NO. DESCRIPTION DATE APPROXIMATE tOr,4170M 0 ISSUED FOR REVIEW 04/17/17 Or ixisr.U/0 Inco NSTAR SHOOTFLYING HILL ROAD NSTAR ELECTRIC COMPANY OFF MID4WE SERVICE ROAD BARNSTABLF-MA 01862 COMPOUND PLAN DRAWING NO- A01 SCALE- DESIGNED BY.-JVF COMPOUND PLAN EASSHOWN DPAM Oy'-OLK CKEDKD st SCALE--1/8' V-0' PROTECT NO. DMINAL MIE 9T—F 1228-D02 04/17/17 j R ow..FM BEACON TOP OF PROP TRANSMISSION STRUCTURE \ - - - a Jy 0- Aa�v 4 -NSTAR EL = T9.5 240.5 AGL - - - - NSTAR p��- - - - ONE NSTAR WAY,WESTWOOD, MA 02090 EL=J69.0'(1J0.0'AC!f ' F�5>:�� _ TRIMFZ=J59.o'T (2T0.0'Apf - - - , G�nsr 1pp ✓(�q _ _ _ /// \\\ _ - _ - PROP. YAGI ANTENNA EL = 349.0- (210.0'AGL) 57•Y4 AN2 rN4 / \ _ - _ PROP.YAGI ANTENNA & 16 CHESTNUT STREET, SUITE 220 S FOXB774) 21, MA 02035 21 ¢.=JJ9.0'(TODO'Ap.) ,/ �\ EL - 344.0' (205.0'AGL) (774) 21s-5421 r•G Q75f. O o-Im_ \ _ / _ \ _ _ - PROP.YAGI ANTENNA n www.trmcom.com �E2.=TOo.O'aX �/ \\ EL = 339.0' (200.0'AGL)-V �G YAp�7 Ng_ // _ _ \ _ \` _ _ PROP.YAGI TEN AN _A -�CHAPPELL ¢.=JT9.0'(190.0'Apt - - i /� �\ EL = 329.0 (190.0'AGL)V PROP.YAGI ANTENNA_ ENGINEERING / - - EL - 324.0• (185.0-AAGL)-V PROP.YAGI ANTEN 1Q. ASSOCIATES,LLC DEL. Jl9.0'(IBD.O'A(X) / `\ - �\ EL = 319.0' (180.0'AGL) / / ] - - ♦ _ (LPROP. YAGI ANTENN/1_Al-N C;vi'' St/UL:tt raj•t zvi<f Suiveyi?,;g EL = 314.0' (175.0'ACL) V i / \ PROP. YAGI_ANTENNA R.K. EXECUTIVE CENTRE EL - 309.0' (170.0'AGL)® 201 BO TON POST T ROAD DMA WEST,52UITE 101 I / -I_�.PROP. YAGI ANTENNA \ 508 481-7400,•�- j \\ 1-�_I EL = 304.0• (165.0'AGL) www.chappellengineering.com �%k OF PROP. (9) DB499 YAGI COMMSCOPE D8499 YAGI ANTENNA O� DAVI ANTENNA MOUNTED TO LEG OF LENGTH 31.0 IN. 1 GUYED TOWER WIDTH 6.0 IN. H PROP. (9)3fi'COAX CABLES HEIGHT 1.0 IN. 06 / \ \ FROM EXIST. EQUIPMENT WEIGHT 5.1 LB. SHELTER TO GUY TOWER AND UP TO PROP. ANTENNAS PROP. COMMSCOPE DB499 YAGI ANTENNA 9 TOTAL z ENGINEER/LAND I V OR DATE SCALE.N.T.S. A02 a IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. ALTER THIS DOCUMENT. REVISIONS NO. DESCRIPTION DATE \\ \\ 0 ISSUED FOR REVIEW 04/17/17 PROJECT NAME: E05r.240.5'Gram TONER NSTAR SHOOTFLYING HILL ROAD NSTAR ELECTRIC COMPANY OFF MIDCAPE SERVICE ROAD PROP. COM SCOPE 11653 YAGI ANTENN MOUNTING BARNSTABI.E,MA018M HARDWARE 2 PER ANTENNA 18 TOTAL 3 DRAWING TIRE: OW.. 1T'-0x20'-0* SCALE N.T.S. A02 ETX.�SHELTER ELEVATION AND ` 1w ANTENNA DETAILS MT.. to'HIGH CWWN UNX FENCE' EY13T.250 GALLON DRAWING NO: TVA7raNe sTEw4T,><FAN1t A 0 ^ //�\ LJ pi0UN0 Uva SCAM DESCRED IN,W EL-1J9.0 0.0 AS SHOWN DRA"RI"" SOUTHWEST TOWER ELEVATION + PROJECT NO. ISSUE TE; SCALE:1'-12'-0* Apy 1228.002 04/17/17 NSTAR PROP. a2AWG TINNED SOLID COPPER GROUND LEADS NSTAR ONE NSTAR WAY,WESTWOOD, MA 02090 PROP. GROUND KIT PROP.C 9)B499 a.§� TRM ANTENNA OCTAL OF 9) 16 CHESTNUT STREET, SUITE 220 FOXBOROUGH, MA 02035 PROP.%'CONIC CABLES www.t 2com.co 1 www.trtncom.com (TOTAL OF 9) L ---------� / CHAPPELL ENGINEERING PROP. GROUND KIT ME ASSOCIATES,LLC EXIST£OUTPMENF SNfEIER I " vi,'-Structural-LandSuiYE�Tjr.'i`} �H PROP. GROUND KIT R.K. EXECUTIVE CENTRE ————————— 201 BO5T POST ROAD WEST, SUITE 101 MARARLBOROUGH, MA 01752 (508) 481-7400 www.chappellengineering.com 06 AWG FROM ANTENNAt�{of CABLE GROUND KIT ONE LINE DIAGRAM I SCALE N.T.S. FA7 QAVI Evsr.. PROP. 06 y GROUND BM CONNECTIONSTO ST. GROUND BAR i�ONJ c ,o Jo 0 �/ v^ %C C O O'D ENGINEER/ D U V OR DATE R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSm PROFESSIONAL ENGINEER, EXOTHERMIC OSLO ro BE ELECTRICAL AND GROUNDING NOTES TO ALTER THIS DOCUMENT. USED NTM 12 AKG BCW RT BUILDING SER.GROUND 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE REVISIONS OR GROUND RING AND LOCAL CODES. 2 ALL ELECTRICAL ITEMS 94ALL BE U.I.APPROVED OR LISTED AND PROCURED PER SPECIFTCAMN REQUIREMENTS NIB. DESCRIPTION DATE GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 1 �ELECTRICALiETEE OPERA INCLUDES AND LABOR �DESCRIBED BY DRAWINGS AND SPECIFICATION INCWDWC INCIDENTAL WORK TO 0 ISSUED FOR REVIEW 04/17/17 SHALL ONLY USE EXOTHERMIC WELDS. STAINLESS 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR OBTAINING SNIT PERMITS AND ORDINATION OF STEEL HARDWARE � I INSPECTIONS. S. DECIRIGl AND TRW WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL INSTALLATION OF GROUND TWO mTMINAL ,2 TO 24 CONDUITS O W15 DR sa+muLE PERMITTED BY CODE)AND wNTB REQUIRED IN LIQUID TIGHT FLEX BIE YETPL OR NONMETALLS WIRE TO GROUND BAR 3 CLEAR HEAT-SHRINK B BURIED COMM SHALL BE SCHEDULE 40�' INSULATICN EXTENDING ANTENNA CABLE 7. ELECTRICAL WINING SHALL BE COPPER WITH TYPE XHHW.THWN,OR T10NISULATION. SCALE;NOT TO SCALE JL)1 1V OVER WC AND 2' EVER CABLE INSULATION-- B RUN ELECTRICAL CONDUIT OR CABLE BETWEEN O.ECIRKiTL UTMY DEMARCATION POINT AND PROJECT OWNER CELL STYE PPC AS INDICATED TO EQUIP. ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE CDORDINTE INSTALLATION WITH UTILITY COMPANY. GROUNDING CABLE A WEATHERPROOFING KIT 9. RUN TE CO CONDUIT OR CABLE BETWEEN TELEPHONE LIMY DEMARCATION POINT AND PROJECT OWNER CELL SITE TOM CABINET AND EIS GROUND BAR BEYAIION A SEE NOTE 3 I CABINET AS INDNGATED ON THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT.PROVIDE GREENLEE CONDUIT PROJECT NAME: ( ) MEASURING TAPE AT EACH END. CABLE GROUND KIT 10. WHERE CONDUIT BETWEEN(ITS AND PROJECT OWNER CELL SITE PPC AND BETWEEN BS AND PROJECT OWNER CELL SITE TELCO SERVICE NSTAR SHOOTFLYING ANDREW UGBKTr2 FLAT WASHER,TYP. FLAT WASER,TYP. CABINET ARE UNDERGROUND USE PVC,SCHEDULE 40 CONDUIT. ABOVE THE GROUND PORTION OF THESE CONDUITS SKILL BE PVC CONDUIT. LOCK WASHER.TYP. 3 B xl-I 4 HEX BOLT N6 AWG STRANDED COPPER 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE HILL ROAD ANTENNA MOM GROUND /' /' COAX CABLE NUT,TYP. GROUND WIRE 12. PPC SUPPLIED BY PROJECT OWNER. NSTAR ELECTRIC COMPANY GROUNDING KITS (GROUNDED TO GROUND BAR) 11 GROUNDING SMALL COMPLY WITH NEC ART. 250. ADDITIONALLY.GROUNDING,BONDING AND LIGHTNING PROTECTION SHALL BE DONE IN ID 0 (SEE NOTE 1 & 2) ACCORDANCE WITH"SPRINT"ETS SITE GROUNDING STANDARDS•. OFF MID-CAPE SERVICE ROAD m 14. GROUND COAXIAL CABLE SHUN MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT BARNSTABLE,MA 01862 15. (SE COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING(UNLESS OTHERWISE SPECIFIED)AND/2 GROUND BAP EXPOSED BARE COPPER TO BE 1:DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT SDUO TINNED BARE COPPER WINE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. DRAWING TITLE: m KEPT TO ABSOLUTE MINIMUM, GROUND WIRE DOWN TO GROUND BAR. L 18 ALL GROUND CONNECTIONS TO BE SUHNDY HYCROUND COMPRESSION TYPE CONNECTORS OR CAOWELD EXOTHERMIC WELD. DO NOT ALLOW ELECTRICAL DIAGRAMS, NO INSULATION ALLOWED WITHIN BLUE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL CADWELD GROUNDING THE COMPRESSION TERMINAL 2. GROUNDING KTf SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR SECTION A-A (TYPICAL). RECOMMENDED BY CABLE MANUFACTURER. 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANDS. ALWAYS MAKE AT LEAST 12'RADIUS BENDS#6 WIRE CAN BE BEM AT 6' RADIUS DETAILS&NOTES M GROUNDING NOTES: WHEN NECESSARY.BOND AM META.OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR RING(LOWER EGO) I. 'DOUBUNG UP'OR'STACKING'OF CONNECTION IS NOT PERMITTED. - 3. WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. GROUNDING RING, 2 OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS COLD SHRINK SHALL NOT BE USED. JB CONNECTIONS TO GROUND BARS SHALL BE DUNE WITH TWO HOLE COMPRESSION TYPE COPPER DUES. APPLY OXIDE INHIBITING COMPOUND DRAWING NO P D 1 CADWELL OOWNLFADS FROM UPPER ECB,LOWER EGB AND MGEL N TD ALL LOCATIONS, O IA APPLY OXIDE 001®IIING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. 20. CONTRACTOR SHALL PROVIDE AND INSTAL OMNI DIRECTIONAL EIECIRONIC MARKER SYSTEM (EMS)BILLS OVER EACH GROUND ROD AND EQUIPMENT TYPICAL GROUND BAR CONNECTION OF CABLE GROUND CONTRA`POINT ILTwmT CCOSTINGOMPLETED TOWER/ MONOPOLE GROUNDING BONG AND OR PROJECT GROUNDING RIG. 21. CONTRACTOR SHLl TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. S OHMNS GROUND BAR EGB 2 CONNECTIONS DETAIL 4 KIT TO ANTENNA CABLE s MINIMUy RESISTANCE REQUIRED. DRAAWWNN Or.DUN 22 CONTRACTOR SHLL CONDUCT ANTENNA.COAX,AND LMA RETURN-LOSS AND DISTANCE-TO-FAULT MFASUREMENIS(51105 TESTS)AND AS SHOWN SCALE:NOT TO SCALE Fb1 SCALE:NOT TO SCALE FDl SCALE;NOT TO SCALE EO7 RECORD RESULTS FOR PROJECT CLOSE OUT. CHEDWO 6r JYf FROYCT NIB. OR MNAL ISSUE DATE: 1228.D02 04/17/17