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0049 OCEAN STREET
F7� Q CC E?Gxn S41 r r> t i Town of Barnstable Building Posh<This Card,So�That.it is;{U�sible;:From,the Street A roved,Qlans.Must be Retained onJob andthis Ga, d Must be;Kepts w lANSiB'C'ABLE, '= ;-: 'ia Pp _ t.. 1 3 r .?�.� ,. � � _Permit sr Posted Until.Final Inspection163 Has Been Made Wh�ere.a Certificate of Occu anc:>is Re"u red:'such'Buldm =shall Notbe Occu ied'un#il a F`�al Ins ectio`n'has:been made IOMC.E, ..u,. �•., .. p �.; p p Permit No. B-18-3337 Applicant Name: Bob Hatton Approvals Date Issued: 10/29/2018 Current Use: Structure Permit Type: Building-Sheet Metal—Commercial Expiration Date: 04/29/2019 Foundation: Location: 49 OCEAN STREET, HYANNIS Map/Lot 326-025 Zoning District: HVB Sheathing: r Owner on Record: NEW ENGLAND TEL&TEL CO Contractor'Narne:':, .KEVIN A BOSS Framing: 1 Address: PO BOX 2749 Contractor License; 2218 2 ADDISON,TX 75001 Est Project Cost: $60,000:00 Chimney: Description: replace 25 ton chilled water"air handling unit,`and associated duct Perrnrt Fee: $ 160.00 tie ins. ` s r Insulation: Fee Paid $ 160.00 Project Review Req: Date 10/29/2018 Final: ,, Plumbing/Gas 44, Rough Plumbing: � _F _ :Building Official - Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized,by this permit is commenced within six months afte rissuance. All work authorized by this permit shall conform to the approved applicationand theapproved construction documents#or which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning,by law"sand codes. This permit shall be displayed in a location clearly visible from access treetor road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical Service, The Certificate of Occupancy will nut be issued until all applicable signatures bythe Building and,Fire Officials are provided on`tHis permit. Minimum of Five Call Inspections Required for All Construction Work- '`r Rough: 1.Foundation or Footing " "" 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Pers s contra with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department .<t1 _W Building plans are to be available on site Final: �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application x bcr.......t�.....%E.2..... 5.��............. �7 ` P=ait Fee.........f... ./.r................Othea Fee........................ BUILDING DEF' t- Total Fee Paid.........:�.. ' _ .. .................................... . OCT 18 20 J .... S: Pmnm t Approval by....O` G ....On... � ®?f Af TOWN'OF BAFM -4 Mk INO PERMIT ? .per............zit .. APPLICATION Section I Owner's Information'and Project Location Project Address IT 16 !61 14 r Village Owners Name A LP 14 A b 0 W g)�- Owners Legal Address u x C �U7 State J4 Zip 6 �dFS owners Cell# L413 ' S1 s- 1' 1 5 E-mail wti5 Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Stry ture'tmder 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ;❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finnish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar Renovation ❑ P001 ❑ Insulation Other—Specify Section 4-Work Description T Act nndaded--2J92t11 8 Application Number.................................................... Section 5-Detail Cost of Proposed Construction— ,�(/ giSquare Footage of Project 3 J Age of Structure �o hYS Dig Safe Number # Of Bedrooms Existing _ Total#Of Bedrooms(proposed) N 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6-Project Specifics Wiring ❑ Oil Tank Storage ❑ Smoke Detectors .A . r' Plumbing ❑ Gas y ❑ Fire Suppression LN Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal F On Site Historic District Hyannis Historic District Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank?, Yes ❑ No 12 Section 8-Zoning Information Zoning District Proposed Use Lot Area Sq.Ft Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last imdatsd n201 S Application Number............................................ Section 9—.Construction Supervisor \ Name Telephone Number Address City : .State zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable:Attach a copy of your license. Signature Date Section.10—Home Improvement Contractor Name Telephone Number Address City State Tip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and } documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your H.LC... Signature Da Section 11—Home Owners License Exemption Home Owners Name: WOW .3 Telephone Number 'y r 3 5?S'1�1 y3 Cell or Work Number 1413 6(� 571 x �L I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building'Code. I understand the construction inspection procedures,specific inspections and documentation 780 CMR and the To le. signature Date 11 -7 ) APPLICANT SIGNATURE Signature Date I I h—1 ti �lh,� SJ6, K)40' PentName I P kj Telephone Number y 13 -5'7 5_-1�L'l� E-mail permit to: Y—M S` q S ®' rjf �1Cc► . CO l'�'� T e i-. .a... .1mmni c Section 12 —Department Sign-Offs Health Department ® Zoning Board Cif requir4 ❑ Historic District ❑ Site Plan Review(if required ❑ } Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire depart►nnent for approval Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) { Signature of Owner date Print Name d 1 ^ ' f F "t Last undated:2/92018 Town of Barnstable 11IlClil Post.Thrs Ca,rd,So That rt is Vrsrble..From,the Streeter ApprovedSPlans Must be;Retarned on;J.ob and this CardMust be Kepx� <`t �x .�� � �. "k Mb" Posted-A Final:lrispectlon Has"Been>Made „a , \, ; yo,�� r , H- Permit Wh,er•,ea Certificate of®ccw,pancy.i"s Required;s>uch Buldrngshall Not be Occwpred until aFrnal Inspection has been made x.«°'ffiiw;:d« ,a ,. _ <-a.d?MO ;.s.:� ....,;.,=€__�.«, ,t, o ,. �... ...: ',5 ,>. ._. vc.r.-* -+a-. `, ,•._ .�.., °.%°a. . .. n. ,,.,_.', .s" .�.,4, s " .�.«_. Permit No. 9-18-3453 Applicant Name: SADOWSKI, RALPH &KAREN Approvals Date Issued: 10/29/2018 Current Use: Structure Expiration Date: 0 4 29 2019 Foundation: Residential P Permit Type: Building Addition/Alteration Location: 8 JIB WAY,HYANNIS P Ma /Lot: 247-188 Zoning District: RB Sheathing: : s4 , Framin : 1 Owner on Record: SADOWSKI, RALPH&KAREN Contractor Name !; Address: 48 ALEXANDER PLACE Contractor License; 2 WESTFIELD,MA 01085 = = Est Project Cost: $25,000.00 Chimney: Description: 15x21 addition at back of house sunroom Permit Fee: $ 177.50 z Insulation: Fee Paid $177.50 Project Review Req: k x ° 10/29/2018 Final:- Plumbing/Gas Rough Plumbing: r t Building Official rd Final Plumbing: A _tee This permit shall be deemed abandoned and invalid unless the work authorized;by this permit is commenced within six months after issuance. 1� Rough Gas: All work authorized by this permit shall conform to the approved application and the"approved construction documents for�whith.thi's permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zomng;by laws,and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or foad�and shall be maintained open for,=pbl lit inspection for the entire duration of the V work until the completion of the same. - 4 Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are pr-ided,ong,thi's'permit. Service: nl Minimum of Five Call Inspections Required for All Construction Work: > .F 1.Foundation or Footing (; g ,. * Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contra with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: Re All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r- 'LDIN G®FpT 2018 '01WN OF BAn V.. kk vp Ilk fn r� N � 9 • of � ./ •....,�•� , \ �w tip•• •���yG .�`, `O � c�:� t /03..59' Eat • b Zn . 2,1C M { x== rye— � 4`1C t r*a h r '1/' f v » r mm �, SAnDWSI RESD,: ADDITIONz' M ��EE CUDILO, P.E. , Consu ti_rig ,Structural Engineer O "10l�k ' atateviii hAassachusetts Q2B32-1979: 5Q8)7"3?-8527; r Drawn By MC � j Date: 07/9/1 8 Drawing 8 JIB WAY -- HYANNIS; MA scale ins Na o Rev. __° - S KK' 2 File Name:;SADOWSKI Project. NO,2018.-123 `br.�tlz t fl ' t+Y f" 11,71t Of MA o SRU 34V4 t `n �p ¢ 9 IS ¢6 S Q' sION R c 4 r 71.10" Ol {j1 P�It>�i LJ to � 4J spy 1 41 by Y4t'.° i tt,by5 t A! 4 1by t t ft, i ti by Y ti s ms�t Csrnnt s C,,ascn»rit ! Ca' a:r�ant $tA�l f Windows avti+; WindowsWilldoWs Windows ' ��,, Ll' Gas Fireplace Vent .m.....-w.. ` ° r , Roof 20 yr Archrtctuai shingle , 1 d MASS + ' i t �yTt1RA► cn a STR t1 n 34174 o r a t 1 .. - . fv Bit of 8jr l tt - 1.01 rr (jii DI WC .. ._ - rp4Pt Lwy I('YII j 5 / r0Yk (,...Y` it)it r rr�Ir 0" r f0" y !0' - LL.�A f{.�J tt/J#. ,�e h,7y tiUin n vu"a Windows Windows 1i�inric�w� /� g,� i ldw 36 Y>vvinging > , , 1 Exterior sh6athi6g, m PIyWood and Cedar Shake24'oil r = ✓jY pPr lJ „ .` + „ r 0” b 5'0"Casement ,O+ day 5,0"C� asernerit 2'(l'`by '0"C rr�ent p'" „ � t� ,s tJ C~� crept U' � y yFireplaceWindow Window Y.... Window Ondow 2'0"by 50"Casement Windom 2'0" b �5'0'1 Casement 6„ ,,. Winch. 2!0` by SO Case y.yy�f t .: .: .. Window l TO" by Window ".Cl" ;e,rn c7t , � 0181, Q.C7 :ibVitlGtr1C 1 0": 6"Swinging. Patio Door F?etit2'�oo� - 01 kV, (t key.,�Cl CA'_c;rr ent 2'0"by +{� Cal moat ` Window w Window 2,0„ by 60"Casement tit�o��r��, + b :iC�"Casement Window � �ya``g'. d9w OM#CHELE LQ.`CUO! STAUCT,URAL 1 Exls 0,Y8„ .. f tic. � Y f The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,AM 02111 www.mass.gov/dia Workers' Co�rnpensation Insurance Affidavit: Builders/Contractors/ElectricilaAAWG p� Applicant InffoAmation Please Print Legibly Name(Busines Organization/Individual): p� Si4oN5 k ,, c 1 601a Address, u ►�'I exa nd ev- P� Owls OP BARMSTABLL n City/State/Zip: W C 54-(1 CJ Phone#: q 3 Afire you an employer?Check the appropriate, ox: Type of project(required): 1.El am a employer with 4. 4./I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling "ship and have no employees These sub-contractors have 8, Demolition 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 officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g P myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no �J `J_L 1 41 employees. [No workers' 13:❑Other Tkt P0�41 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. tContractors 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 isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 hbefeby certi under the pains an 'es of perjury that the information provided ab a is true and correct' Si ¢atur' e: Phone rF0ff1kcia1se only. Do not write in this area,to be completed by city or town official own: 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,con§truction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or`permit-to operate a business or to construct buildings"in " the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the, members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.- The affidavit should= be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the.law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: s The Commonwealth of Massachusetts Department of Industrial Accidents . Office of Investigations 600 Washington Street Boston,MA 42111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.masas.govfdia , Mckechnie, Robert From: . Ralph Sadowski <rms1956@gmail.com> Sent: Friday, October 26, 2018.12:54 PM To: Mckechnie, Robert Subject: Re:Application #TB-18-3453, 8 Jib Way, Hyannis Good Afternoon Bob, We will be insuLI structure as follows: V� Flat ceiling secthave a minimum R Value of 49 - Exterior walls,wa minimum R value of 21There will be inunder the slab If there are anymore questions please do not hesitate to call me. Thank.you again for all of your assistance on this Regards, Ralph Sadowski On Fri, Oct 26,2018 at 8:52 AM Ralph Sadowski 4msl9562amail.com> wrote: i Good Morning, i I am reaching out to you so that we can get the permit finalized. Please get back to me when it is convenient to discuss. Thanks again, , Ralph Sadowski 413-575-1943 On Thu, Oct 25, 2018 at 6:05 AM Ralph Sadowski <rms1956(a gmail.com> wrote: j Good Morning, I left you a voicemail message esterda lease give me a call when you can to discuss the issue and what the L , Y g yesterday, g Y • resolution is? Thanks for you assistance on this, Regards, Ralph Sadowski 413-575-1943' .On Wed, Oct 24, 2018 at 11:25 AM Mckechnie, Robert <Robert.McKechnie(cr�town.barnstable.ma.us> wrote: 1 Town of Barnstable Building Post ThissCartlSobThatrt�s�U�sible From th5treetApproved;Pians Must be Retained on Job antl:this Card Must be Kept + lAR1HfYCABtZ. • a.,a.+?a �"-.: ,�,��„, .>,�`„, �- -i,'z, .. � � ?d, n � �. r ,"� 3� �"� �; ,r *y `�_ � � . -'"a .� � M Posted Untilinal Inspection Has Been IVlade :� y .3 An = Permit ' �Where�a Cert�fioate.':ofOecu .anc is,Re wired-'such Bu�ldm shall No�pe Oc�cup�ed until a Final Inspect�onhas,tieen ade Permit NO. B-18-2407 Applicant Name: PAUL J. CAZEAULT&SONS, INC. Approvals Date Issued: 08/01/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 02/01/2019 Foundation: Location: 49 OCEAN AVENUE,HYANNIS Map/Lot:_ 28-121 Zoning District: RF-1 Sheathing: Owner on Record: STEPANEK,PETER B Contractor N m� PAUL J. CAZEAULT&SONS, INC. Framing: 1 & LISSA L Address: 18 CHESTNUT HILL ROAD # } Contractr License:103714 2 AMHERST,NH 03031 EstP�foJect Cost: $6,000.00 Chimney: Description: re-roof PemIt Fee: $35.00 Insulation: Fee Pald $35.00 Project Review Req: Date -' 8/1/2018 Final: Plumbing/Gas Rough Plumbing: � .._. . . ... Building Official - , Final Plumbing: X, S- This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six�months afterssuance. Rough Gas: All work authorized by this permit shall conform to the approved application ardthe approved construction documents for whicfi�thi,'S permit has been granted. All construction,alterations and changes of use of any building and st c tires shall bye in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or roadand shall be maintained open for public inspect n for the entire duration of the work until the completion of the same. s a Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and�Fire®fficials7are prpvidedomthispermit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footin Rough: g 2.Sheathing Inspection �� �.,. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT OptNE Town of Barnstable *Permit Expires 6 months from issue date' uilding Department ree Brian Florence,CBO Building Commissioner J 200 Main Street,Hyannis,MA 0260 U www.town.bamstable.r'pa.us 508-86i- 93V b_ Ag% 1���� \ Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY s Not Valid without Red X-Press Imprint Map/parcel Number Property Address '� 9 D C�.GL-f� °' -�� !�h(_S 12 a r_+ Residential Value of Work$ 46LZ Minimum fee of$35.00 for work under$.6000.0'0 Owner's Name&Address s�PAA/ PC &CDX 02 Contractor's Name Pft t— J :So/-J.S Telephone Number 2 �� Home Improvement Contractor License#(if applicable) >' 3 y Email:'.. O Y f lGe VLF Construction Supervisor's License#(if applicable) C c 1 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner Jfli ve Worker's Compensation Insurance Insurance Company Name //VS Cy1�w Workman's Comp.Policy# y V Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) y Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to /� �`LOIi�" "L 37✓J6�/L� -P/.>/'Lf 2v6 bee- 2©of ❑Re-roof(hurricane nailed)(not stripping..Going over existing layers of roof)- ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. j A copy of the Home Improvement Contractors License&Construction Supervisors License is , required. SIGNATURE: C:\Users\decollikW ppData\Local\Microsoft\Windows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRES S.doc 09/26/17 r Office of Consumer Affairs& Business Regulation- Mass.Gov Page 2 of 2 Click on the registration number to view complaint history. You can also view arbitration and Guaranty Fund history. The list is current as of Tuesday,July 24, 2018. Search Results ... . .. :_...... .. ... .... __..._ _. . . _... ._.. .._w__ _._._.. ._.. Reg iistrantNamdtESPONS I BLOREGISTRATM=RESS I EXPIRATI ATU I INDIVIDUAL � NUMBER DATE 1031 Main Street 07/08/2020 = �� � �PAUL J. CAZEAULT CAZEAULT, 1103714 'Current & SONS, INC. RUSSELL Osterville, MA 02655 Site Policies Contact Us ©2012 Commonwealth of Massachusetts. Mass.Gov® is a registered service mark of the Commonwealth of Massachusetts. https://services.oca.state.ma.us/hic/licenseelist.aspx 7/25/2018 V Property Owner Must Complete & Sign This' Form If Using a Roofer I Builder l(Print) �r1✓vL J�� 9 as ®weer A +ent { g -7 of the'subject property hereby authorize Paul J Cazeault & Sons, Inc to act on my behalf in all matters relative to work authorized by this building permit application for: Address of Jobr�N Signature of Owner Mailing Address of Owner C� 3 S /ZLnh P W Telephone ## ®ate 17 11,2 /'/'F Please return this form to Paul J Cazeault & Sons, Inc along with your signed contract. It is needed for us to obtain the building permit required by your town to complete your roofing project FAX—508-420-4555 EMAIL —office@cazeault.com s r ' ' _ I i=J, �,= -' 1, Ce. V l rl � it !`r }. �� Ii.ti ai1�I. I�I;s'rli1. ,. Plaza S' J MIS 1 0 DOSS to11, Ma,s,sa.clal�-Sei:i;s 021 6 �011t Contractor R eg7stratiol Regisfration: 103714 P.AIJL J, C/ % Type: Supplement card EAULT & S(Di\IS, INC, EXPiraiion: 7/9/2013 RUSSELL CAZ_EAULT 1031 MAIN S T -----— ---_ CIS T ERVILLE, IVA 02,358 sCA i Pdate AWd;ess and re u'n rr, v . zoi1-9tr1, rd,1,1.=1HG're2SC9 for Change, _ Address 2 e.iev l Lr'I F;a,plolmieilt � LOfCard I r i'Irci.lrrr/UJr'(.�I r: _ __Orifice of CmwmN-APlO dz BlJsiress 1 cYll la bon Loose- oose or Imos't ydon VoRd Av Wdhidum use rJ y I� `_�Oni_irr,PROVEA1IE7JT COIVTP,4CTOR Lezoi'e the expiration drlte, 1`.ffatmd return to; - _! . egisn-adq, .7N_1, T e: Juice of COnsumerA-Hairs andBnsi-nessRcgu!a tic)n ':-r= Expiration; :7i9120 0, Su 10 PLr'kFla a-Butte 5Z70 P,4UL J,C'- FPhMeW Card L•`oston;141r 02116 CAUL T�:'SOIVS, INC. �1 RUSSELL CAZEAULT V 103.1 MAIN ST �) OSTERVILLE, hAA 02655 U�r7ersecrc�arp �`�l � ilo Obd wahout��-y Zorc I i;+lassacrI LIS s „.. I -C'=P3rnmeni oy Sdi'e S Cy ward of Budding Regulations end Shnd,ards Cu:7stl'UCtll>1;SuuP1-i.oi'- License: CS-108157 Yus i t cAm' STRE;1 -- Brefvster bLA. 02031 Conrnlsslur;r:r 1112312016 ' r I I f ! • 1 _ I t . h r �3F/Q_7`li ct4' t rJLi �c11S :�FCiI 111;SL•:i �C1.L 5_iflQ i�'TG--` rULlCle'l �C lS1Lt.i"=I.ElC71 e/ EC I`L�It l:l! /Pi1ILL:k�il`E ��1J�1lLtr21-LL )_Llt<1?` 11�:"i. QlL - -.. 1'l�a�� 1'I°>•L>;t i_:eati.11i! c1. leF IrL1.Silless/Oroa: 2fl f h.(i - ' - l4f (� 1.l, iionlTndi\idu.al); Gi�-,i' ../ 7.; i_ I t�41^t i✓' 11 .r A.�E rJ_L �; �!L 'J`1t 2r: _11 r:.�,: _1.::. 'F �,J JIJ6";�'tc rtl I __i 1arm r? nill1lOjMr \UlIJ7 3111 \T i' havee\'d C(1t1S l.rL1C1.1011 r ;JnPloyees (hill and,or;�alt-'ci111e) ' lure r flit iib-cculu c tot,.c 2.` � I ail'I a Sole proprietor or Parille•i- listed[on the aTlac•.hed. Shect. 7. LI he111odeiin These Sll.b-COn1:.raCl:CPS have - shia'and ha`-e.no ea.nployees . Di.11,oliiion xorkirt- .I:Oi'luC 171 8111/ Calla City. eniployces and have\\�ol;k.ers� Cl 1- � )✓twidillg a:ddi-bOn [No workers' Conlp. insurance comp. insuranCe.= �. 1111e are a C-01101'a170:(7 and Its 1�•[ Electrical tell Ir oT aCidli10ils _ required.] - ❑ J 3-E� 1 a.tli a h.on-ieo\vner doing all work officers have exercised ille.ir l l. Plunibilig repairs or additiolls myself. [No Avorlcers' conip. night of e: emptioil per 11,110L . 1�2, "I � a I?.❑Roof repairs c 1nsuraiace required.] I S ( r), and\x-e have no employees. [No workers' comp. insurance required.] Any applicai,ii that checks box it 'must also fill out tie section belmj/shoe;ing their workers'compensation policy infonnition. t Iaomeovmers who submit this affidavit indicating they are doing at]worl<and then hire outside contractors must submit a new affidavit indicatinv such. 'Contactors that check this box must attached an additional sliest showing the name of the sub-contactors and state whether or not those entities have eniployees. .if the sub-contractors have employees;they must provide their \ orkers'comp.policy number. — <CST'li(11-2 emj)loyei"that L"provildin iVorkers'com,ETi,SCi iOiE i;Zs%Gi'CrI2Ce j01"my employees.eS. BIOit ZS the policy C.FfIC j0 J s%1.`e Insurance Company Name: Policy T or Self ins. Lic. ; : Gi`i%C� S �:, �� f t(�G' -1 C� Expizaiioll Date: Job Site Address: / �� 7ti 1 /�(/ City/State/Z.ip: %ttaclt a copy of the\,i/ct-t_ers' comp ens a,ti•on policy decla;-atio>i page(showing tit,e policy tiLmfjer and e�_piratioll da_te). Failure to secure coverage as required udder 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 S2i0.00 a day against the violator. Be advised that a copy of this staielllent May be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1["l0 hereby Cei'tijp L n(ler the pains CLndpelm-*LeS q perjm y that the hij0i',,nationjjroj)iC_fed above is true and correct. 5n�-nature: �L;t'_<�% i�-t;Ii�/ L ip, , -i !lam^ Date: c' � Phone rr �)jicial use 07113). Do T101,,rite irl this al-ea to,, be comp-leted by cif .,01't(j1vTZ 0,%zi?ial. City or Town: Perrnit/Licelise SSlis?1p�;.LPt IQT"ilj' ( IS r'le wie): i 3'aard of IJealth 2. But ding Depfirtlilelit 3, City/Tc;--!1 Clerk Electrical rinsisec.tor y, Philubbig k ispector G. Other CU11FaC'i.Person: �_DA ATE Q.'I0WDW'(,",Y) j Z, N C iE il,08OU li,�8 U R�11 L7!� U) L 08/10120'17 R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS.NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRNIATIVELY OR NEGATh.';ELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 3Y THE POLICIZ17S BELOW, THIS CERTIFICATE OF INSUPLANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING fNSURER(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 endorsei-nen-L(s), CONTACT PRO ;ER NAME: LindaSullivan PHON DU"VLING 8, OWEIL INSURANCE AGENCY JALC, E U., ,,1; (508)775-1620 arc Ne: ADDRESS: SS: Isullivan@doins.corn NAN' 973 IYANNOUGH RD INSURER(S)AFFORDING COVERAGE --RIC#NA HYANNIS NIA 0260'1 INSURER A: D/I INS CORP 33600 973 IYANNOUGI HYA*11S INSURED INSURER B: PAUL J CAZEAULT,-9t SONS INC INSURER C: INSURER D: 1031 MAIN ST INSURER E: O' STERVILLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUNIBER: -181752 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NANIED 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 TERNIS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN INLAY HAVE BEEN REDUCED BY PAID CLAIMS. IPISR ADDLSUBR ---P- POLICY EFF POLICY EXP'�X LTft TYPE OF 1,11SURANCE IIIISD WVD POLICY NUNISER I LIMITS MiIIDDNY'CY M11,11nni'A'Y'll COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAII,)S-i\,IADE F-1 OCCUR DAMAGE TO RENTED PREMISES fEa occurrence) $ MED EXP(Any one person) $ WA PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE JECT —]LOC PRODUCTS-COMPIOP AGG 1$ POLICYF--]PRI- F H OTHER: $ N/A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT lEa accident) ANY AUTO ALL CVVNEO SCHEDULED N/A BODILY INJURY(Per accident) S AUTOS AUTOS NON-OVINED HIRED AUTOS HAUTOS PROPERTY DAMAGE Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE F EAGE T PREMI.ES ", F ED zXP I' PERSONAL "NE UM a RELLA :E '-E S XCESS LIAB CLAI -MADE N/A H AGGREGATE Is DED RETENTION WORKERS COMPENSATION X PER H- N.EMPLOY , YIN WORKERS EMPLOYERS'LIABILITY STATUTE ERT ANYPROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MENIBER EXCLUDED? I NIAl NIA NIA WC531S386670027 08/10/2017 08/10/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE�S 1,000,000 If yes,describe under D PTI OF OPERATIONS below E.L.DISEASE-POLICY NiA I DESCRIPTION NIA I VJC FIIA53IS386� DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) N OF OF Workers' t Compensation benefits will be paid to Massachusetts employees only.PUI'SUant to Endorsement WC 20 03 06 D,no authorization is given to pay benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. f claims for banal' claims _'t'r 'C' f This Certificate of Insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issueate ft issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search C .I at Search tool at www.mass.gov/lwd/`,vorkers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Paul Cazeault ACCORDANCE WITH THE POLICY PROVISIONS. 1031 Main Street AUTHORIZED REPRESENTATIVE Osterville (VIA 02655 Danieltv).Cr-Dvey,CPCU,Vice President—Residual Market—WCRIBMA @'1988-2014ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Town of Barnstable Building Department Services Brian Florence, CBO `* Building Commissioner anxxseMLE, BARNSTABLE euxsna.E�nmr:�•mnor.xru:+rs � '& ��$ 200 Main Street, >Hyannis MA 02601 xwrasxas-.erlue.wv�ewxsraeu. l6]9.2014 A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 22, 2018 .- I � 1� Verizon New England, Inc. �0\N� c/o Attorney Jeffrey M. Ford Ford & Ford Attorneys At Law 72 Main Street P. O. Box 485 West Harwich, MA 02671 RE: Site Plan Review#074-17 Verizori_New England,Inc. 49 Ocean_Street,_H_y_annis,_MA Map 326, Parcel 025 Proposal: Reinforce and extend the existing 105 ft. tower to a height of 155 ft. including a lightning rod. Extended height of the tower will eliminate repeated outages on the Hyannis to Nantucket microwave path including 911 calls. No changes to the site layout,building or fencing are proposed. Dear Attorney Ford: At the formal site plan review meeting held January 18, 2018, The Site Plan Review Committee found the above-referenced application to be approvable subject to the following: • Approval is based upon, and must be substantially constructed in accordance with site plans entitled "Verizon Hyannis", 3 sheets, dated 11/14/16 with final revision 10/20/17,prepared by Turning Mill Consultants, Inc. Sandwich, MA for Verizon New England, Inc. • Letter from Jonathon Idman, Chief Regulatory Officer, Cape Cod Commission indicating informally that the extension of the tower does not require a mandatory Development of Regional Impact(DRI) review by the Cape Cod Commission. • Modification of the existing special permit(s) or issuance of a new special permit by the Planning Board will be required. • A peer review will be performed to examine the need for the added height of the tower. • Approval from the Hyannis Main Street Waterfront Historic District Commission will be required. Contact: Karen Herrand, Planning Board Administrative Assistant, 508-862-4064. • Use of cranes for construction should be staged in the southern driveway. The side of the building must be vetted to avoid collapse of existing stairways, etc. Consultation with Hyannis FD regarding process and details of working with cranes/weighted materials is required prior to the building permit stage. Contact Deputy Chief Dean Melanson, Hyannis FD 508-775-1300. • In addition to the FAA Determination of No Hazard to Air Navigation issued 1/9/17,the same study and letter of Determination is required from Mass DOT Aeronautics Division also and provided at the building permit stage. • The use of cranes for construction requires both FAA and Mass DOT Aeronautical Analysis and Letters of Determination for crane height and must be provided to the Airport. A letter of receipt from the Airport must be submitted to the Building Department at the building permit stage. • Consideration should be given to providing tower lighting for insurance purposes, although tower lighting may not be required as a condition of the Determinations of No Hazard. Contact: Katie Servic—Assistant Barnstable Municipal Airport Manager 508-778-7764. 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 certified"as built" site plan and 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). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, t. A" aw Ellen M. Swiniarski Site Plan Review Coordinator CC: gf Florence,_B.uildinngg Commigsioner__S R'Chairman� Elizabeth Jenkins, Director of Planning& Development Amanda Ruggerio, Assistant Town Engineer Deputy Chief Dean Melanson—Hyannis FD Planning Board Barnstable Municipal Airport Commonwealth of Massachusetts / Sheet Metal Permit- Map Parcel 2- / Date: ' Il AIt 7 IMPRESS ' �[[�L�j6{{y]M 4 Permit#�Z Estimated Job Cost: $ 83�0°/ NOV 14 2017 Permit Fee: $ I G6 Plans Submitted: YES N® N 0' WN'�& eviewed: YES -- NO f Business License# 5 O 7 Applicant License# Business Information: Property Owner/Job Location Information: Name: Name: Street: _ et)n Q. d Street: PCu n City/Town: _G�hn& City/Town.: 4vanlaf--, M 19- Telephone: tOE 64 3 4� 102 Telephone:. . W- (Q,� Photo I.D. required/Co of Photo I.D. attached: YES � NO � Copy Staff Iaidal J-1/ restricted license J-2/ -2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail . Industrial V Educational Fire Dept. Approval (64 Institutional Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. V Number of Stories: 3 Sheet metal work to be completed: New Work: Renovation: HVAC V/ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be 4one:- vq51T*n_ X-cy,- QV-13 &e— c �', 9 n et , 1 INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes[jjAo ❑ i If you have checked Yga, indicate the type of coverage by checking the appropriate box below: A liability insurance poYcy [ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee sloes not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws and that m signature on this permit application � y g p pp gjaiXII this requirement. I • Check One Only Owner ❑ Agent ❑ 1 Signature of Owner or Owner's Agent I _ By checking this boxey,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and Installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO PX=e,_ss fnsp cg bQRS. Date Comments i Final intstnection Date 'Comments YeLicense: l 3y er 1 iitle ❑ Master-Restricted ,ity/7own ❑Journeyperson Signature of Licensee 7ermlt# ❑Joumeyperson-Restricted License Number: o =ee$ Check at www.mass.aovldral nspector Signature of Permit Approval The Commonwealth of Massachusetts Department of IndustrialAccidents I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print LeEibly Name (Business/Organization/Individual): New England Air, Inc. Address: 56 Leonard Street City/State/Zip:Foxboro, MA 02035 Phone #: 508-543-6108 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 18 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in $, Remodeling any capacity.[No workers'comp.insurance required.] 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4T]I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10.E]Building addition ensure that all contractors either have workers'compensation insurance or are sole l I.E]Electrical repairs or additions proprietors with no employees. 5.�[am a general contractor and I have hired the sub-contractors Listed on the attached sheet. 12.[]Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.: 13.❑Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other HVAC 152,§1(4),and we have no employees.[No workers'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:Arbella Insurance Policy#or Self-ins.Lie.#:42200569322 Expiration Date:8/9/18 Job Site Address:49 Ocean Street City/State/Zip:Hyannis, MA 02601 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152;§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify unde p ' s e of perju at the information provided above is true and correct. Signature: Date: Phone#:508-543-6108 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#: DATE CERTIFICATE OF LIABILITY INSURANCE 09/08/2017 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(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 CONTACT. Karl Crowell Insurance,Inc. PHONE 508 747-7744 Fax 508 747-1736 10 Cordage Park Circle EMAIL kariperowell@verizon.net ADDRE Suite 239 INSURERS AFFORDING COVERAGE NAIC# Plymouth MA 02360 INSURER 4: Arbella Protection Insurance Co. INSURED INSURER B: New England Air,Inc. INSURERC: 56 Leonard St.,unit#3 INSURER D: Foxborough MA 02035 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 ADDLSUBR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP MM/DDIYYYY MMID LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE XX OCCUR DAMAGE TO RENTED g 1 OO,000 y y 8500006903 09/09/2017 08/09/2018 MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY a PRO- JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: g AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT(Ea accident) $1,000,000 A ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS NE° X AUTOSULED y y 10,20057728 08/09/2017 08/09/2018 BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS $ $ X UMBRELLA LIAB IX OCCUR EACH OCCURRENCE $5,000,DOO A EXCESS LIAB CLAIMS-MADE y y 14600032433 08/09/2017 08109/2018 AGGREGATE $5,000,000 DED I X RETENTION$10,000 $ WORKERS COMPENSATION X PTERTUTF OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $SOO,000 A OFFICERIMEMBEREXCLUDED? a NIA 4220053240 08/09/2017 08/09/2018 (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 I i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 107,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION FOR INFORMATION PURPOSES ONLY SHOULDANYOF THEABOVE DESCRIBED-POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL- BE DELIVERED IN NO RIGHTS CONFERRED ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE a <KC> i f/ __0 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks ofACORD fi�,gQ) r:.. .;;�'}— :;.,�i',.',�,�,:iy.{:�:;. �pjAAA:I�.(6'Y<4t",:r�'." ,'�!��N•.,�:'�•t�;'kr��''SG;4a`-1.31;.C>::,�•:��.;.::;�;: ..d+a :3.:.;;n;.,.,,:.,r.�r:7,';.r,�.,,.•;'i�+• '>;r5.r.;>'•:;{,:,:aiCrsM=:.�s,,1iJ'..;z;•..•�7�:; ��?Y.t;:,:��,,,�s:+ is•..i ," >,„'.;l,ge •fS'� : ' a', :.`,s• __ 1 5' :.;;,�::;' F.v2a%:"`:Fp+.SS,< E 'If_ fip ✓Cf j"W ,.ni:>::::._:.:::::zG::>:�s•.v,r� u.zy-p:, _ t�r ^<•'dj o-su`Y.::;,.ra;[.� ��»"S�5ts."C .i.:1i::::5:.5 (: }_•:d'!''%t-�ay��3. ..I::';/A•��,n,k[y::::>1Y:i:j151:"::k:'''i'::Li. )::( ':>l.. ::!1�;�i� •.5.. of .1t ..R•",Y;n`•C..;.'..x4:,. :;s�'i:;' f >.:. .n3., Hi .14V;11 e1 ,�YS.•rF_, S .�5i...'`jj:i:;r;.:7'8i3..:" sj<:1F��. ys.. .,3.. ::Mr:l:'"� i'L;f<x �t!�:••V`:.:i}i!':�: 5c$ii o:r�'.�il.< ,.�. j.;\�(: ,.4.r .:.M?; ta.ta�� !�b•3ra 4RiTs' t6fR':CAu s;.�rC;,Xi�.,:yA:i`y> �:Ip.,.t..k,.3.^. ,.rxtiQ, E�:<f +'ii:'vej?4�y:r"lt�..3•cs rt.��,r k?'ie,�f,r:,'� '1"`�r..' a,;�'n,'74' • :;-;:<;: E:::�c,Ernst:.:�;!s°�3'<)�:Xf:v,;;"FiraF"��.§!�">":17,tu„b�,r.�, yr,,�!n,:u:;.o�-;;;r, __.,i�..�. at,.; 1'fj��`1:5'/�;'EF�k�G. .C,r;�,ln �':!'ya>>;��s:�;,�•:�y,;xra; rlh,r:.. •;c=,:{ :�•.Is,<s%§:'r. yr::::�.r::..: ":'"�'; ".�.,,���::�l.¢��t•NG� "',t• ,' 1�;-+ L:" ;J'dx.;`. -ia' '��":�`y',,,.�,�. .4�'..`n..pp.�� ::icv '� =;r�;•�x.I;'.(ri 3� �:'4;�'f�!it Ed:;.t�/t .`r.•�'Ri:�i :,Il+a}�sS,ayibJ.!,'(j,"7 x.��i+:l�v' p1:� �-y �.r.f•»:�.:�3�.+Gf::��•1?t;'�:;;.`1 Y::S a>.i 1!!�1k � .ta��:s::a.� ,.m,r, ,,�1t.'��..h.;:,,s.;A!:\:[;,i:i�''.h�R•��-':Z�{{?,+�!%' 1�.��0:":38..\�.a,, AY!d'.x NS,' r>.••:rii{{���'°'�_.�,����Y � k, uY:' 7't M7nVn x�,::.. ::; "sa' ;: `` <ri� 3''` r7`• ;�.:k,��,�,.x„`.Jf ,u.^+�(t'i�v,=�,k¢,�'.s>:�,? _:gi}a,1•' i ;;:,,. :(�„„�, ,,s.._ •,t. i .,!,`n!yli ?��jas�_.Ynu:f2..:.yz:`>i�y:�;�.i{;"��,� � '...;,�ki�a._;� )i�'" ��y+.._ �i':;t.�;; ^(�g� •�O.ilc+� ?;;ir:;,.'%>>�,•�.<;,;,,-_(,.,.>;z, K 1,Vi��2•'Q�5+��,.,<g�,�.�4 q:::�::;' �zr.�'3.�1,;'�•�i�: =.r�''�s�'t ,.x: ,5,,�. L,fL .rl.sr`..;. ^::,z�1 i'•. ��'•�'x � .y.� aa;;�,.��!:'':-iK'>,:�< ,r�:�:1�,.,,�: 4;':k!: <?r;'rFQ.J'1�����, lr. ,,�,.;,;s,...�a��:i��+ H•'.,;(! :, ?,�, '<5,.?; �'Fc�'`w.!v.5z:.:1'c.( ry,.,,��!t;; 'u:�::�1�'``'::::3:y�.:,t�:.j.„��'�,8,u:�:.. ;>+i+j3';Cu�,iIH3:06'•�.es���(��.;..:c;_�p,:'`' � 4r •w. �!;�::;y ;!' ..ti` Y',rh.75?>Gv�.ki:'.;>:s>? y3:�jS P f,(,�.kl..Ut: ;Y?`J?'`s,•. ��,�. ::3?s�'',':::•t�+ '>.r v`T.Td$N Yr%'Xu,5.�4.:_vy q ,�Je i • 'tie..._::...:...........•.,.,«:.._,:,.,,>._�.,,,"...,,,,.v»....�.:,: ..�.�,:,®_.,,....,. �'g.fj! CONTROL# ,J 3 IMPORTANT If your license is lost,damaged or destroyed; is inaccurate;or needs to be corrected,visit our web site at mass.gov/dpl for instructions to ensure the proper mailing of your Renewal Application and any other correspondence. This license is subject to Massachusetts General Laws and regulations.Your license is a privilege, and cannot be lent or assigned to any person or entity under penalty of law. Keep this license on your person or posted as required by law and/or regulations. { TT ® � x OMERS I ���,� b��� �� SHEET�NIE"f•At W, - s LLOWING�IC�NSE ISSUES r N1A EO"Elk'UNRESTRiGTED 4 r d ROBERT J a 271 OP KRID'G AV �����; off � �01 O MA-0276© � y s a k5r a as s . � r a� Town of Barnstable ' Regulatory Services MASS Thomas F.Geller,Director 0,79, Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www,towu.barnstabie.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usima- A wilder 6�� •p� /� f RAP j, d��� (Ra•Ih� t�C►nd�fuL"flU�^► t1G. ,as OwneAof the subject property hereby authorize 144W G �ar4 A s r 1 n e , to act on my behalf, in all mattets relative to work authorized by this building permit (Address of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to'be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. S' a of er Re? Signature of Applicant Print Name Print Name 1/—9 '1;� Date QTOWS:OWNWERhMIONPOOLS - 6o3 - Soa -k1s3 TOWN OF BARNSTABLE BUilding �tNE Tp� 201506024 . � � • * BARNSTABLE, * Issue Date: 10/28/15 �m I y MASS �prFO 9.�a�� Applicant: Permit Number: B 20153017 Proposed Use: TELEPHONE EXCHANGE STATION Expiration Date: 04/26/16 Location 49 OCEAN STREET Zoning District HVB Permit Type: COMMERCIAL ADDITION ALTEI�ATIO Map Parcel 326025 Permit Fee$ 546.00 Contractor BARNARD,KEITH Village HYANNIS App Fee$ 100.00 License Num 104639 Est Construction Cost$ 60,000 r� Remarks APPROVED PLANS MUST BE RETAINE)(ON JOB AND UPGRADE OF EQUIPMENT AT SITE.INSTALLATION OF NEW ANT NNS CARD MUST BE KEPT POSTED UNTIL FINAL &REPLAC OF EXS ANTENNA,EQUIPMENT UPGRADE AT EXI.FAC LITWSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: NEW ENGLAND TEL&TEL CO BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 152206 INSPECTION HAS BEEN MADE. IRVING,TX 75015-2206 Application Entered by: PF Building Permit Issued By. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBL PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLI EWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION "x;�STRICTIONS. - MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL o,142A). ills ' .x,, k.aa.« '• _�I��_.ee<3:.^.. 5" yam.. :, � ."^4'& «..-.. ...d'•sl; BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health at&t, 0 � � a 4.m SAT&T Motirli 77S M- I n 550 Cchlate° �oad ro� .. a . T` Suites 1. + � � � * �' 7� n r Framingham. A 01701� 4�i All s a A = r z •"" K '' A 7 -d, s "'yr Y 3 ''—, • t , 9 '• § ��, 4 " ;ENGINEERIN' N LAFFlDANI. ...... Ot ysCEAN ST HYANNI v"� t( t ( 7e ?w1x. t" j'2`�f5 kxx`5 � Ne ¢ js T _i p P e�P A�•.y Yam'%�. , x J' t `, tiT4 ti•i �'�1 � try �,�q ' t �� .. i�ai �'"""�� pj �y� ,�.}�y ,�.` �. � 11 It IK � CHAPPELL EENGiNEERIl iG dMASSOCIATiS,LLC Civil.-Structural-Land Sur-vevinq R.K.Executive Centre®201 Boston Post Row West®Suite 101 a Marlborough,MA 01.752 t.508.481.7400 o www.cha _... . __._ ppellengineering.coi7i®f.508.481.740b _ I CHAPPELL ENGINEERING ASSOCIATES,LLC Civil-Structural•Land Surveying February 17, 2016 AT&T Mobility, LLC. 550 Cochituate Road Suites 13 + 14 Framingham, MA 01701 Reference: Engineering Field Visit and Completion Affidavit Ocean Street-Hyannis,AT&T Site#1145 49 Ocean Street, MA 02601 CEA Job Number 1221.034 Site Description: The site is located at an existing lattice tower in Hyannis, MA. The existing wireless communications facility includes the equipment in the existing equipment shelter as well as antennas mounted on the existing lattice tower. Six(6) proposed panel antennas were installed adjacent to the existing antennas on the proposed mounts at 78'-0"&66'-0"AGL. Nine(9) RRU°s, three(3)A2 Modules, &two (2) surge arrestors were installed on proposed sector frames behind the antennas.The proposed fiber& DC cables were routed up the side of the existing lattice tower adjacent to existing coax. No change to the existing equipment within the existing AT&T equipment shelter.All equipment, cabling and panel antennas were tied into the existing AT&T grounding system on site. Engineering Field Visit: On February 17, 2016 Chappell Engineering Associated performed a field inspection of the above referenced AT&T equipment in order to verify general conformance to the Engineering Construction Documents dated 10/21/2015. The enclosed site photos and field visit review checklist, document the field visit. The enclosed Final Construction Control Document is attached as requested. Very truly yours, Chappell Engineering Associates, LLC ZNOF NT J. SM EK ` Clement Salek, P.E. RX Executive Centre 9'201 Boston Post Road West a Suite 101 a MaHbormigh,MA 01752 U508.4817400 8 S�rwrw.cl appelk-ngineering.corri e f.508.481:7406 s - Final Construction Control Document N Z To be submitted at completion of construction by a x Registered Design Professional for work per the 80'edition of the Jev Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Ocean Street-Hyannis Date: 02/17/2016 Permit No. Property Address: 49 Ocean Street,Hyannis,MA,02601 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Installation of(6)proposed antennas&(9)RRU's to replace existing(3)antennas on proposed mounts on existing lattice tower, and no change to existing equipment shelter.New cables were run adjacent to existing coax to antennas. I Clement Salek MA Registration Number: 47382 Expiration date: 6/30/2016 , 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:Describe Entire Project for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. Have performed the duties for registered design.professionals in 780 CMR Chapter 17, as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. tN� Enter in the space to the right a"wet"or electronic signature and seal: SAIEK 1 Phone number: (508)481-7400 Email: {csalek@chappellengineering.com Building Official Use Only Building Official Name: Permit.No.: Date: Version 06 11 2013 • nAHLE, Town of Barnstable Growth Management Department Hyannis Main Street Waterfront Historic District Commission www.town,barnstable,ma.us/hyannismainstreet Decision —Certificate of Appropriateness AT&T Mobility—Antenna Installation on Existing Tower ` The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District, hereby approves a Certificate of Appropriateness for the following property: Property Address: , 49 Ocean Street,Hyannis Assessor's Map/Parcel: 326 025 At the January 16, 2013 hearing, after consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission found the proposal to install two panel antennas, four remote radio heads and two surge arrestors within the 80 foot lease area and one panel antenna, two remote radio heads, and one surge arrestor within the 66 lease area on an existing telecommunications tower will not detract from the historic character of the Hyannis Main Street Waterfront Historic District. The Commission . considered the materials, construction, and location and found the proposed installation to be appropriate for the protection and preservation of the district. Based on these findings, the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. The antenna installation is approved as presented in the application filed by AT&T Mobility (c/o Gerry Squires)dated December 26,2012. 2. Permits from the Building Division are required prior to commencing work. Present and voting .in the affirmative to ,grant the certificate of appropriateness were: David Colombo, Joe Cotellessa,William Cronin,Meaghann Kenney,Brenda Mazzeo Opposed:None Absent: George Jessop,Marina Atsalis,Paul Arnold 1(-3-3113 David Colombo,Vice Chair Date Hyannis Main Street Waterfront Historic District Commission cc'• Rick Penn,Puritan Cape Cod,Applicant Tom Perry,Building Commissioner File I,Linda Hutchenrider, Clerk of the Town of Barnstable,Y1_A..able County,,Massachusetts,hereby certify that twenty.(20)days have elapsed since the Hyannis MainfStreet"�V`.'aterfr.nt Historic District Commission filed this decision and that no appeal ohe decision has n il,d`>ln the office of the Toyvn Clerk. y t,�41 7 Signed and sealed this ' ,` o#Z NV(' �;�, ,::under the pains avid penalties of perjury. '.. r 4�.I, 0 r, n 'n a,Htjtcheiarider.-Town Clerk -EE CONSULTING December 26,2012 Town of Barnstable Hyannis Main Street Waterfront Historic District Commission 200 Main Street Barnstable,MA 02601 Re: Application for Certificate of Appropriateness Property 49 Ocean Street,Hyannis,MA - Map 326,Parcel 25(the "Property") Applicant: AT&T Mobility(the"Applicant") Dear Hyannis Main Street Waterfront Historic District Commission; On behalf of the Applicant,I am submitting one(1)original and two(2)copies of this letter with the following supporting documents as Application,for a Certificate of . Appropriateness from the Hyannis Main Street Waterfront District Commission for the Applicant's proposed modification of a wireless communications facility(the"WCF")on an existing tower located on the Property: ✓ Hyannis Main Street Waterfront Historic District Commission Application for Certificate of Appropriateness ✓ Project Description of Facilities/Photograph of Existing Conditions ✓ Proposed antenna Specification Sheet ✓ AT&T Zoning Drawings prepared by Chappell Engineering ✓ Application fee($75) The applicant respectfully requests the Hyannis Main Street Waterfront Historic District Commission grant a Certificate of Appropriateness and provide such other relief as the Commission deems necessary to,allow the Applicant's proposed WCF modification of the WCF on the property. Sincerely, Gerry Squires Site Acquisition Consultant Enclosures MA1145 � 1 71At Town of Barnstable Hyannis Main Street Waterfront Historic District Commission Application Certificate of Appropriateness Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L.Chapter 40C,The Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for. Assessor's Map No. 3.26 Parcel No. d Is Address of Proposed Work Ll�l 0,C eo,r � •�c� , lT�a 'T Applicant Name ���Q� .�^?�l� /i �� K rr� Applicant Mailing Address /6/ O ,.lacl A/' ✓- Town/State/Zip.G, Applicant Phone Number 61/ 7 G 7- 6 77 Applicant E-Mail h're�' (.�c L fv�a,G'410 Property Owner Name e w 7e o Owner Mailing Address P 6 Town/State/Zip �.,WO � a Owner Phone Age r Contractor Name �er�,t,Jrcf 4 Agent or Contractor Address o Town/State/Zip w lour 7 Agent or Contractor Ph one ..76 7- (e 37 y Agent or Contractor E-Mail f ref eV—ASV1d,W 4 - H{ PROPOSED WORK Please check all categories that apply: Building Type: Commercial ❑ Residential ❑Accessory ❑ Other Work Proposed: 1. Building Construction: ❑ New Building ❑Addition " El Alteration 2. Exterior Alteration: El Windows ❑ Doors ❑ Siding ❑Roof Dither AxtJ owkM f 3. Exterior Painting: ❑ 4. Signs: ❑ New sign ❑ Alteration to existing sign 5. Accessory Improvement: ❑ Fence ❑ Parking Lot ❑ Outdoor Dining ❑ Awning/Canopy 6. Other: Page 1 of 3 � , t Hyannis Main Street Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only if new building construction or alterations to an existing building are proposed. Fill out all sections that are applicable to your project. Include materials,specifications,dimensions and/or colors to be used. FOUNDATION SIDING TYPE COLOR CHIMNEY TYPE COLOR ROOF MATERIAL COLOR ROOF PITCH DOORS COLOR WINDOWS COLOR SHUTTERS COLOR TRIM COLOR GUTTERS PATIO/PORCH/DECK GARAGE DOORS COLOR OTHER See A 4ic6d O,^ .Lc 54 Lee�A ,4c e 1 AO; o -e^cJod(d Q o-V ,/, U r4 a s✓ e'y'tJ��Eti1.�L Page 2 of 3 r Hyannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications of the proposal • Include a detailed description of changes to existing conditions, if applicable. • Describe proposed materials to be used,desired colors, manufacturer's specifications,etc. • In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary. r�.e.G A,rl a . Signed plic -Agent Date Page 3 of 3 r i Project Narrative Description of Facilities (MA1145) As shown on-the Plans, the proposed WCF.consists of six (6) panel antennas mounted on the existing tower at a height of 80 feet & 66 feet (antenna centerline). The antennas are connected to the equipment cabinets by coaxial cable running down the tower to a equipment shel ter. The Applicant is proposing to add two (2) Panel antennas, four(4) remote radio heads and two (2) surge arrestors within the Applicants 80 foot (ACL) lease area on the tower and one (1) Panel antenna; two (2) remote radio heads and one (1) surge arrestor within the Ap plicants pplicants 66 foot ACL lease area on the tower. After installation, the WCF will remain unmanned and will only require biweekly visits by maintenance personnel who will inspect the facility to ensure it remains in good working order. The only utilities required to operate this facility are standard 120=volt electrical power as well as telephone service. The facility will continue to comply with all applicable local, state and federal safety rules and regulations. i 4. Kiz : ��z3 5 a v VGA 6n Yy J ref ' :� � � � � • � 1 s _ _ — ........... F .o i • ` • if b r < ' T"m, AM-X-CD-14-65-OOT-RET (4' 65° Dual Broadband Antenna) "`` Dual Band Electrical DownTiilt Antenna, 698-894MHz,X-poL, H65°/V17.0° 1710-2170MHz,X-poL, H65°/V8,5` Electrical Specification Frequency Range ' x' k. 698-894MHz 1710-2170MHz r s x> y 50D Polarization $ 1 4 `� .. Dual,Slant t45' 14.OdBi/11.85dBd 698-806MHz 16.1dBi/13.95dBd @1710-1755MHz @ 16.3dBi/,14.15dBd @1850-1900MHz 14.8dBi/12.65dBd @ 824-894MHz 16.OdBi/13.85dBd @2110-2155MHz a s, { y Z - tY ' ' 60'@ 1710-1755MHz Horizontal r *k 67°@ 698-806MHz 61 @ 1850-1900MHz 65°@ 824-894MHz 64'@ 2110-2155MHz c Beamwidth a*, 8.8'@ 1710-1755MHz : Verticalh, ` k 17.5 @ 698-806MHz @ 8.5° 1850-1900MHz 16.5'@ 824-894MHz 8.0'@ 2110-2155MHz VSWI2 "� '`X ,r���� '� ����.•. 51.5:1 's Front to Back Ratlo ry kzp 228 dB Electrical Downtilt Ratige� * Yu* -a m x: 2'-16° 0°-10' Isolation Between Portsr �tW dB Isolation Between Ports of Different Frequency Elements a35 dB t 10.0dB@t60° 15.0 dBi @ 0- First Upper$ide Lob Suppression 16dB >16 dB @ 0-6° Tilt >16 dB @ 0-6' lilt Side Lobe Suppression >18 d6 @ 7-12° Tilt >18 d6 @ 7-10' Tilt (Up to 15'from Boresight) (Up to IT from Boresight) Passive Intermodulation ` 5-150 dBc @ 2x20w Input Maximum CW Power 3 s `p 500 W 300 W IP65 for Radome Environmental Compliance *L f t, IP67 for Connectors field Replaceable RET Electronic Control Module/ RET Motor Configuration N. _,; e _ __. .m� � �j._ •_.: RET Motor is internal to antenna¬ field replaceable Compliant with AISG 1 1 and 2 0 � j AISG 1.1 and 2.0 Mechanical Specification nw Dimension(WxDxH)„ 11.8x5.9x48 inches (300xl50xl2l9mm) Weight(Without clamp)3}, w 36.4'!bs(16.5 kg) M s Connector { f As 4 x 7116 DIN(F),Long Neck Maz Wind Speed j 150 mph �. •� � c '�'� Via, � Wind Load(@15t)mph) ' 1260 N r' www.kmwcomm.com ��d errt` AM-X-CD-14-65-OOT-RET (4' 65• Dual Broadband Antenna) ,? t80 1 175♦ t 1 160 8• Horizontal Pattern Vertical Pattern(Downtilt 2°) 700MHz band Pattern •tas m_ as i s L..- 7 k t Horizontal Pattern Vertical Pattern(Downtilt 0`) r AWS band Pattern RET . AWS AWS 700MHz 700MHz ,�a www.kmwcomm.com s a r r F Sil-2 AM-X-CD-14-65-OOT-RET (4' 65' Dual Broadband Antenna) Antenna Drawings and Installation Diagram 2 I I 3 4 F�i motmrPOLE STANDARD MOUNTING KITS Of.97-J.15inch OD. Na PARTNAME o rr R"e Mvn~reryue (50-BOMM OD.) 1 FIXED CLAMP 4 ? Nax.Cap 8614 MID 4 fhnm Spanner J Plain W"her,Mf0 4 4 Spft Washed M10 4 S Hem.Nul,Mf0 8 240Wf www.kmwcomm.com J os� Hyannis Main Street Waterfront i = Historic District Commission. NAM � 230 South Street Hyannis,Massachusetts 02601 TEL: 509462-4665 / FAX: 508 79M288 Application to Hyannis Main Street Waterfront Historic District Commission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is henry made, in triplicate, for the issuance of a Certificate of Appropriateness under M.G. L Chapter 40C, The Historic Districts Act for proposed work as described below and on plans, drawings or photographs accompanying this application for. PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alteration Indicate type of building:❑ House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting.❑ 3.Signs or Billboards:❑ New sign ❑ Existing sign ❑ Repainting existing sign 4.Structure•❑ Fence ❑ Wall ❑ Flagpole ❑ Other Communications tower - additio 5. Parking Lot . ❑ New Building ❑ Addition ❑ Alteration of 'three ( 3) antennae (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE May 17, 1999 ADDRESS OF PROPOSED WORK 49 Ocean St. ASSESSORS MAP NO. 326 OWNER New England Telephone & TelegAS ORSLOTNO. 025 HOME ADDRESS 125 EHigh Street Boston, - MA TEL.NO. ( 61 7)' 743-78,91 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS.Include name of adjacent property owners across any public street or way.(Attach additional sheet if necessary). See attached Sheet AGENT OR CONTRACTOR James Smalanskas NO ( 603) 897-2394 ADDRESS 10 'Para Blvd, Suite 500 Nashua, N.H. 03062 s �-I,► \y . f DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation,chimney,siding,roofing,roof pitch,sash and doors,window and door frames,trim, gutters- leaders,roofing and paint color,including materials to be used,if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). Attach 3 antennas at a centerline of 65 ' to the legs of the existing communications tower and !place associated equipment cabinets at its base. Antennas will be painted to approximate the color of the tower legs ( see attached photosimulation) . The tower is a pre-existing non-conforming structure. ( see plans attached) Steed Owner-Contractor-Agent James Smalanskas RECEIVE Received by HMSWHDC MAY 2 4 1999 TOWN OF SARNST'AKE HISTOPMPRESERVATIM DI`✓. Date Time By �`, The Certificate is hereby: (�2d ba%Pd 6 n`4 - _ Tu 11 d yU t e1 C0(l Gfd f d n5 00DIONC44 aWm h"S I bawn Qed we od' of 5"-C" caliper , +v be_, ehoSen by Cha(IcS <a �,c-fbssio�.�o�,n 6P&w r rah(_a LflardtunT m OL raddi fidnalIv. S• 0 Approved S Md S v;Sio�. v tau in (lafion 0& 5;4 , whiff Disapproved ❑ i S i-o C�� byh im -5 f oCk_ un a&t 15 inf Gi Il�d in -�+- 6� ekisb I Ckw-im - fink. Cenci - U Date '( l i c\ �S ht, dz • 4v r4i slt)ck ota ex6 St M +kI (-t4 p eAtV S vest- sf&� ---����,j _C n 1 HOORTANT:If this Certificate is approved,approval is subject to the 20 day appeal period pr'ovi ed m u w t I the Ordinance. C Q(1 ) t Q 1C i S C4LU M ' Ink- I-r/K,(!� O appa V O 0 CL I I vjc)rlC +o lam. I b o► 4u iAt d b� V,-L a p pl`c.aA4 Rslzkl C4 c yv,/.( i S S; Olti_ HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION ***SPECIFICATION SHEET*** ADDRESS OF PROPOSED WORK 49 OCEAN STREET FOUNDATION SIDING TYPE COLOR CBRVIIOW TYPE COLOR ROOF MATERIAL COLOR PITCH WINDOW COLOR TRIM COLOR DOORS COLOR SHUTTERS GUTTERS DECK GARAGE DOORS COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application,along with three copies each of the plot plan,landscape plan and elevation plans,when applicable.The Plot plan need not be"Certified",but should show all structures on the lot to scale. Attach three ( 3) , 6-foot antennas to the legs of the existing tower at a 65 centerline and place up to four ( 4 ) small refrigerator-sized equipment cabinets at the base. PLEASE SUBMIT THE FOLLOWING INFORMATION AND/OR MATERIALS WITH YOUR APPLICATION TO t THE HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION. THREE(3)OF EACH.IN THREE(3)SETS APPLICATION: All sections most be completed SPEC SHEET: Complete applicable information PLOT PLAN: Shaw all Aendures on the lot and any proposed additions/changes. Certified plot plan for new homes only DRAWINGS: All Elevations and please include Landscaping plans for chanties in eristine footprint and in new homes onl9 • ADDITIONALLY THE FOLLOWING MAY BE SUBMITTED: - PICTURES: Of area(s)affected;Street view for additions/changes. SAMPLES: Of materialstcolors(i.e.color chart) THE FOLLOWING FEE MUST BE SUBMITTED WITH THE APPLICATION UPON FILING MADE PAYABLE TO TOWN OF BARNSTABLE C c�— /w �/- /W94 CERTIFICATE OF APPROPRIATENESS $20:00- 0 Z S". CERTIFICATE OF EXEMPTION $10." -0 2 S-' ov CERTIFICATE FOR DEMOLITION OR REMOVAL Sfi0:00- & S-6-0-0 IF YOU HAVE ANY QUESTIONS REGARDING APPLICATIONS,PLEASE CALL THE HISTORIC PRESERVATION DIVISION AT 8624665 BETWEEN 8 A.M.AND 12 NOON,M-F. log -G-r dee-, 3C, P. ►'►'lam dceA-" sPr2��- -y&AAJ IS YnA- C59-6c f do s 3 3 0ce-0.v._- ZA 3 -2- "la -re-Iv. ram( C. I ®qr A-ve ®f 4m p 1U ew /)y /o 0 3- �' s-o ©c G,4-iu -s- )7 A*n o C a. , H&W HOBBS & W cRREN �2 C'l kV5 y rJt�. ro dr�ti m� o aw►1,of far— ws���� ® Z Z, R SOOT,+S-r Tdw 2 ( -56 7 rnAi.,J SY ------------ a 0 -e- -aOUTA- S H&W HOBBS & WARREN TM �F... �•.rFr� �,; •ft,s ors � -I. rig � � s } � :.4 -a ��+' *,yam •�j- Ai _ HYANNIS MASSACHUSETTS EXISTING!CONDITIONS u _ :.. �� r� vil kip oil, oi t. . } _ PROPO`SEU CONDITIONS: #, HYANNIS, MASSACHUSETTS ' �, U) 1� av � t f •�.. ¢Lee.f R � t s Opt _+ 1 W it �.•_� � �� Mtn,; 5Q T § i � l � � T s � d � C •T� t t I `� � � O - � • � � � �€ ram' d i+. Est 01 p w i E { O Ij ^J f OptiRangeTll ®�i®EMSW/REIESS R, 904-7—XXDP :Parameter .S ecification m y Dimensions(L x W x D) 56 in x 8 in x 2.75 in - (142 cm x 20.3 cm x 7.0 cm) Rated Wind Velocity 150 mph(241 kmlhr) Equivalent Flat PlateArea 3.1 ft?(.29 m2) Front Wind Load 0100 mph(161 kph) 90 lbs(400 N) Side Wind Load @ 100 mph(161 kph) 31 Ibs(139 N Weight 18lbs(8.2 kg) � 1 L' Parameter Specification Azimuth Beamwidth: 90' Elevation Beamwidth 60 Gain :: 16.5 dBi(14.4 dBd) < � �, 3= Polarization Slant,+/45° Port-to-Port Isolation >_30 dB Front-to-Back Ratio z 25 dB,(z,30 dB Typical) ' Y a, Electrical Downtilt Options 0 ,20,40,6 Power Handling 250 Watts CW VSWR 1.35:1 Max • Passive Intermodulation. <-147 dBc(2 tone @+43 dBm {20W)ea.) Connectors 2;7-16 DIN(female) tightn'ing.protection Chassis.Ground - Note: Antenna patterns and electrical specifications,are co-polarized data 2.75" Model Number Description Comments MTG-P00-10 Standard Mount Mounts to wall or 1.5 inch to 5.0 (Supplied withAntenna) inch O.D.pole .... ... 18cmto12.7cm) MTG-S00-10 Swivel Mount Kit. Wall mounting kit providing 66" +/-30°Azimuth BeamAd'ustment RV c°^^cct MTG-D10-20 Mechanical Downtilt Kit 0°=10°Mechanical Downtilt 42° MTG-D15-20 Mechanical Downtilt Kit 15'Mechanical Downtilt MTG-COO-10 Cluster Mount Kit 3Antennas 1206 apartor 2Antennas 1800 apart MTG-C10-10 Cluster Mount Kit For use with 10°Downtilt Kit MTG-C15-10 Cluster Mount Kit For Use with 15°Downtilt Kit Note:Patent Pending .. 270° 270°. ... 270° ... 270° ... 240° ,. 300°.. 240 ._ 300° 240 300° .. .:.::240° -._. 300° > - \ 210° ✓ '�.�. 330° 210° 330P...210* / - f w;. .330° 210° \( } � t t _ 1 ' 1 df 1 i it i U lid , 1 180 +.i� f li 0°180 0°1so u! i^ t �r;'ii in 0°180 .. 150 'i t >.• <. 30° 1501 30° 150 _ 30°.. 150'.. +�. zj 90°1J' Elevation 90° �60°. :Elevation120 go.: T- 60 Elevatiori20 90 - ... �120 ;._J 50° 120 60° Azimuth 0°Electrical Downtilt 2°Electrical Downtilt 4°Electrical.Downtilt 34 EMS Wireless (770)263-9200 Ext.5310 FAX(770)729-0036 f . 30.0 �3/8 spacing 12.0 —)P- 30.0 Power cabinet Primarycabinet 12.0 Growth cabinet' 31.0 7.69. 28.0 28.0 30.0 Note:All dimensions are in inches. Figure 9.' Rooftop Cabinet Layout(Primary,Growth,and Power)of PCS` TMDA Minicell Cabinet The overall dimensions of the TDMA PCS cell site cabinets are shown in Dimensions Figure 8-2. 26.5 26.5 INCHES INCHES (outdoor) (outdoor) 22 22 INCHES INCHES (indoor) PRIMARY 66 (indoor) GROWTH 66 CABINET INCHES CABINET INCHES INCHES{ I INCHES� 30 INCHES POWER 66 CABINcTT INCHES ' 6 �- 31 INCHES Figure 8-2. TDMA PCS Minicell Cabinet Dimensions zor 3 3 199 - - -- - - - tii-±:; gg Af _ Zx a r "if'�,..,�•.}i-';"'��.��._�� +v�;+t� �"`' =':"';A.lr"1�'ar-'^"fs.,��;=��"..e4.:.1.� - uy'-.�*'�'���s,:,_.' :a� I VN.- Ci� is � f T z JAN 3 1 2000 TOWN OF BARNSTABLE HISTORIC PRESERVATION Div. The Commonwealth of Massachusetts William Francis Galvin,Secretary of the Commonwealth January 27,2000 Massachusetts Historical Commission Jennifer L.Quenneville,Environmental Scientist EBI Consultants 701 Concord Avenue - Cambridge,MA 02138 RE: Telecommunications Installation;49 Ocean Street,Barnstable,MA;MHC#22127 Dear Ms.Quenneville: Staff of the Massachusetts Historical Commission have reviewed the information you submitted,received January 19,20.00,concerning the proposed project referenced above. The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district which is listed in the State Register of Historic Places. After a review of materials submitted,the MHC has the following comments. The MHC previously reviewed an installation at the 49 Ocean Street tower for BAM on July 19, 1999(please see enclosed). The MHC understood at that time that the proposed project involved the modification of a tower originally built in 1962.'The proponent planned to install three panel antennae at a height of 65'. The associated equipment would be housed.in four cabinets at the base of the tower behind a wood fence. After a review of MHC files and materials submitted,I have determined that the proposed project will have"no adverse effect"on the Hyannis Main Street Waterfront Historic District(36 CFR 800.5(b)and 950 CMR 71.07(2)(b)(2))provided the following conditions are met:(1)the proponent shall screen the exposed section of the existing chain link fence with fencing to match the existing stockade fence;and(2)the proponent shall plant a fast- growing evergreen at the base of the tower,per the stipulations of the Barnstable Historic District Commission. Should any project components change,the proponent should notify the MHC in writing. These comments are offered to assist in compliance with M.G.L.Chapter 9,Section 26-27c,as amended by Chapter 254 of the Acts of 1988(950 CMR 71)and Section 106 of the National Historic Preservation Act of 1966,as amended(36 CFR 800). Please feel free to contact Ann Lattinville of my staff if you have questions. r- Sincerely, 6. t/Ohr4Gc J d B.McDonough xe utive Director e Historic Preservation Officer Massachusetts Historical Commission Enclosure(MHC letter of July 19, 1999) x. 7 xc: Barnstable Historical Commission - Barnstable Historic District Commission 3 Sarah Korjeff,Cape Cod Commission Matthew Vanderhoop,THPO, WTGH(A) 220 Morrissey Boulevard,Boston,Massachusetts 02125 (617) 727_8470 Fat:(617) 727-5 128 TDD: 1-800-392-6090 www.state.ma.us/sec/rnhc The Commonwealth of Massachusetts William Francis Galvin,Secretary of the Commonwealth Massachusetts Historical Commission July 19, 1999 James Smalanskis Site Acquisitions WFI 10 Tara Boulevard,Suite 500 Nashua,NH 03062 Attn: Kevin Mason,WE Project Manager RE: Telecommunications Installation,49 Ocean Street,Barnstable,MA;MHC#22127 Dear Mr.Smalanskas: Staff of the Massachusetts Historical Commission ssion have reviewed the in formation you submitted,received June 28, 1999,concerning the proposed project referenced above. The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district which is listed in the State Register of Historic Places. After a review of materials submitted,the MHC has the following comments. The MHC understands that the proposed project involves the modification of a tower originally built in 1962. The proponent plans to install three panel antennae at a height of 65'. The associated equipment will be housed in four cabinets at the base of the tower behind a wood fence. After a review of MHC files and materials submitted,I have determined that the proposed project will have"no adverse effect"on the Hyannis Main Street Waterfront Historic District(36 CFR 800.5(b)and 950 CMR 71.07(2)(b)(2))provided the following conditions are met:(1)the proponent shall screen the exposed section of the existing chain link fence with fencing to match the existing stockade fence;and(2)the proponent shall plant a fast- growing evergreen at the base of the tower,per the stipulations of the Barnstable Historic District Commission. These comments are offered to assist in compliance with M.G.L.Chapter 9,Scction 26-27c,as amended by Chapter 254 of the Acts of 1988(950 CMR 71)and Section 106 of the National Historic Preservation Act of 1966,as amended(36 CFR 800). Please feel free to contact Ann Lattinville of my staff if you have questions. cerely, 46, &eutive B.McDonough Director State Historic Preservation Officer Massachusetts Historical Commission xc: Barnstable Historical Commission Barnstable Historic District Commission Sarah Kodeff,Cape Cod Commission 220 Morrissey Boulevard,Boston,Massachusetts 02125 • (617) 727-8470. Fax:(617) 727-5128 -TDD: 1-800-392-6090 www.state.ina.us/se%nhc the global leader IN TELECOM OUTSOURCING November 1, 1999 Mr. Charles Genatossio Town of Barnstable—Tree Warden 800 Pitcher's Way Hyannis,MA 02601 Re: 49 Ocean Street/Town Green Dear Mr. Genatossio: I am writing to follow up on our conversation of October 29, 1999 regarding the Bell Atlantic tower, located at 49 Ocean Street,adjacent to the Town Green. As you are aware,TeleCorp Realty,LLC ("TeleCorp")received approval to attach antennas to the - existing tower from the Town of Barnstable Zoning Board of Appeals with a Certificate of Appropriateness-from the Hyannis Main Street Waterfront Historic District Commission("HDC")(copy attached•for'your reference). We`discussed'the condition'of the'HDC that TeleCorp purchase a Dawn Redwood tree of 5"-6"caliper which is to be chosen and installed by you. a , As I understand the situation,you.would prefer to plant this tree in the Spring. I want to let you know that TeleCorp is ready to follow through on the HDC condition in whatever manner you choose. TeleCorp can either pay the nursery directly or write a check to the Town now based on an estimated cost. In any case,please let me know when you are ready to go and I will assist in getting the funds. Thank you for your assistance on this project. If you have any questions I can be reached at(603) 897- 2385 or mobile at(603)867-8497. In my absence,TeleCorp's contact is Dave Bean,Implementation Manager—(603) 897-2300. Sincerely, Kevin L. Mason Project Manager, WFI Enclosures '..__... ' ..,,..F. ... 3p.;�... '.... ... .1 tZ7 .:.,. a- ,Ji i iJ i._, i•:" # ",aa� - CC Hyannis Main Street Waterfront Htstortc District Commission -s .rP 3 Barnstable Zoning Board of Appeals 10 Tara Boulevard,Suite 500•Nashua,NH 03062 (603)897-2300•Fax (603)897-2301 Hyannis Main Street Waterfront Historic District Commission. NAM 230 South Street xranm Messes 02601 - TEL: Sm&862-4665 / FAX 5W790-62U Application to . . _ . Hyannis Main Street Waterfront Dante District Commission fi the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M.G.L Chapter 40C. The Historic Districts Act for proposed work as described below and on plans, drawings or photographs aocompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alteratic as Indicate type of building:❑ House ❑ Garage ❑ Commercial ❑ Other 2 Exterior Painting:❑ 3.Signs or Billboards:❑ New sign ❑ Existing sign ❑ Repainting existing sign ' 4.Structures❑ Fem ❑ Wall ❑ Flagpole ❑ Other Communications tower - addi 5. ParidngLot ❑ New Building ❑ Addition ❑ Ahmadon of three ( 3) , antennae (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE May 17, 1999 ADDRESS OF PROPOSED WORK 49 .Ocean St. ASSESSORS MAP NO. '326 OWNS New England Telephone & TelegPA ORSLOTNO. 025 HOME ADDRESS 1.25 High Street Boston, MA TEL.NO_ ( 617) 74.3-7891 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS.Include name of adjacent property owners across any public street or way.(Attach additional sheet if necessary). See attached Sheet AGENT OR CONTRACTOR James Smalanskas .NO. (603) ,,897-2394 ADDRESS 10 Tara- Blvd, Suite' 500 Nashua, N.H. 03062 1 DETAIi,Ep DESCRIPTION OF PROPOSED Give anw�RK: , f Work to be don hundatim shim �o � including detailed � � sa data d Paint color,L rvo inc�g porch,sash aid doom - sack e cam of signs, give local m�riah to be used,if ow.and door�nie:k as: additional sheet,ifnecessary), ons of a dst g signs and'P�posed Ocatim o f°t acc( 'p�jansg. Attach 3 antenn new Sim (Attach existing communicationsctoWerrline of the cabinets at it 65� to the color of s base. Antennas and 2Place associateds of the The tower is the tower legs Will be Painted to equiPment Plans aer is a Pre (see attached Photos imuiProximate g non-conformin ation) . g structure. • (see Signed James Smal Omner_C - anskas eAgent MOJIML Rec�roedbYHA S"mc • Aft MAY 2 4 f999 runeTOWW WjWOF gARNSTAI?L The Certificate is hereb)- BY �VATI�y ptv. r .d U Approvedn �j;��� A �� 1 " proved 0 -And c ��I C, V^ ' .L ; s 1A f o O'er 1 tu"017 iti -Arm+- o 5y im ��ck Gkt v -�¢^Si Q, Which Date `� I-S C�� ` u� -� tch s ��� ROORTANT:Ifthis Zx�S�$ aYl �(�Ca the Ordinance C cate is approved, p.�,p•�l /�S - _T4 �p�1Dvia .leat to�e 2p St St WC Qn a,Q,Q ex i s ('i ,UiV1�3'appeal period prow in C4 W;(l 0� gill work � � �k, C (DV Fran., 4�,,_ mtd ly okc ��►'►�,, ss , mom. v .q �. .,....: Sun Member of the AT&T Wireless Network Z N-UV 4; Q 9 9 F8 kiflER, New. England Regional Office N H 8156559 OSTAGt 10 Tara Boulevard, Suite 500 Nashua, NH 03062 11�Dl.l�i11S �Gt��f � ��'i-' t �\:�'�Y���. �./1S C/l�>i�1 MiJJU►'� ` y- AT&T ,•.+ I��i lFl 'i'}�11�i1�It171Fl1.ff1�f lt�l lil'l�'6l�i�1.3i��t 111 l7 ii Y��/� M` f r. e f `` ///// I I J f �� ,-,� r ;....F .»..w .. � .... ..»� i ii. .~. ��� � ._.� � ._ j ' ....,. �.r. ». I i f ERK Hyannis .,'IN C 13� Main Street Wate .�Y rfront��,�t`.. = F Historic District CommissiMAUML on. '99 AUG -2 P12 36 230 South Street HYanni%Massachusetts 02601 TEL: 508-M2-4665 / FAX: sm79"288 Application to Hyannis Main Street Waterfiont historic District Commission In the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M.G. L Chapter 40C, The Historic Districts Act for proposed work as described below and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY- I- Exterior Building Construction: New Building Addition O Alteration Indicate type of building:❑ House Garage C3 Commercial �. 2 . Other Exterior Painting:0 3.Signs or Billboard:0 New sign 0 Existing sign 1 Repainting existing sign ' 4.Structure: Fence 0 Wall Flagpole Other Communications tower -- ad it"c 5. Parldng Lot 0New Building 0 Addition Alteration of. three (3) antennae (Please seethe guidelines fbr explanation and requirements) TYPE OR PRINT LEGIBLY DATE . May 17, 1999 , 49 Ocean St. ADDRESS OF PROPOSED WORK ASSESSORS MAP NO. 326 OWNER New England Telephone. & TelegMSMSORS LOT NO. 025 HOMEADDRESS 125 High StreetBoston, ;MA TEL.NO. ( 617) 743-7891.= FULL NAMES AND ADDRESSES OF ABUTTING OWNERS.Include name of adjacent 4 J property owners across any public street or way.(Attach additional sheet if necessary). See attached Sheet James:°Smalanskas "' AGENT OR CONTRACTOR �„Np.6'( 6 0 3) 8 9 7-2 3 9 4 F ADDRESS 10 Tara Blvd, Suite 500` Nashua, N.H. 03062 - y . .. i' i DETAUM DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation,chimney,siding,roofing,roof pitch,sash and doors,window and door frames,grim,gutters- leaders,roofing and paint color,including materials to be used,if specifications do not accompany plans. in the case of s;6cii, :: ;:. ef.er�o sag and proposed_locations of new signs. (Attach additional sheet,if necessary). Attach 3 antennas at a centerline of 65 ' to the legs of the existing communications tower and !place associated equipment cabinets at its base. Antennas will be painted to approximate the color of the tower legs. ( see attached photosimulation) . The tower is a pre-existing non-conforming structure. (see plans attached) Signed Owner-Contractor-Agent ' James Smalanskas RECEI!/E� fnrcommission use, Received HMSWMDC MAY 2 4 1999 TOWN OF BARNSTABLE Date Time gy r,,:,c o�!c?RESERVATION DN. The Certificate is hereby: I a --b d K affo 3s '011e- ��, S��i s I w► � `Tree.. ��S-f�Q,Q�,�`1 w� c�,¢ LAJ � �l I s - , be. Approved Disapproved Q _ c Date ��✓1 2 S�C�R G� -�✓l G( lS' ��1 S-1-a �� t n :���-t/t "RT : this Certificate is approve approval is subject tope 20 day appeal period provided in the Ordinance. @ K C S h` ct`, Cx /^I - t/l k- -�ll Cal � `i U,'1-T S ��Q.t ,e +06c u `F-�l 1 Cq �" i�11�/l I C�/l __�c iS f C l P a) 'S w S 4. S I du- U&f w I co"A 'N-Q-q 4zJ 6 d V-Z.2— 15 Af-Cued h 4 y4-.4— c-r p ri`c 1 rr; al / ti 7� L J 2u 11 1 1-4-1 2 r j x g {r.. I� � i:S 2u IN 1 lq-1 .h4 Wireless Facilities Incorporated Ten Tara Boulevard Suite 500 Nashua, NH 03026 Mobile: 603-897-2394 Fax: 603-897-2301 July 23, 1999 Patricia Andersen Hyannis Main Street Waterfront Historic District Commission 230 South Street Hyannis, MA 02601 Subject: Massachusetts Historical Commission Approval for the Bell Atlantic tower located at 49 Ocean Street, Hyannis. Site Reference: WOR 197 Dear Ms. Andersen: Please find enclosed a copy of the approval letter issued by the Massachusetts Historical Commission for the proposed antenna installation at an existing Bell Atlantic tower at 49 Ocean Street. Although you should have received a letter directly from Mass Historical, this copy will ensure that you do have the approval for your files. Please contact me if there are any further questions. Sincerely, c- J mes Smalanskas ite Acquisitions CC: Kevin Mason Attachment • .. . _ ".. � •L'' '.G' ';+. ' _ . _ s. tn.t_ 'r. ELK- 1.. 'f.7, -.S' ,•.✓n 1}+j u. % J.1.• - ' • i e" • The Commonwealth of Massachusetts William Francis Galvin,Secretary of the Commonwealth Massachusetts Historical Commission July 19, 1999 James Smalanskis , Site Acquisitions WFI 1-0 Tara Boulevard;Suite 500 Nashua,NH 03062 Attn: Kevin Mason,WFI Project Manager RE: Telecommunications Installation,49 Ocean Street,Barnstable,MA;MHC#22127 Dear Mr. Smalanskas: Staff of the Massachusetts Historical Commission have reviewed the information you submitted,received June 28, 1999,concerning the proposed project referenced above. The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district which is listed in the State Register of Historic Places. After a review of materials submitted,the MHC has the following comments. The MHC understands that the proposed project involves the modification of a tower originally built in 1962. The proponent plans to install three panel antennae at a height of 65'. The associated equipment will be housed in four cabinets at the base of the tower behind a wood fence. After a review of MHC files and materials submitted,I have determined that the proposed project will have"no adverse effect"on the Hyannis Main Street Waterfront,Historic District(36 CFR 800.5(b)and 950 CMR 71.07(2)(b)(2))provided the following conditions are met:(1)the proponent shall screen the exposed section of the existing chain link fence with fencing to match the existing stockade fence;and,(2)the proponent shall plant a fast- growing evergreen at the base of the tower,per the stipulations of the BarnstableHis.oric District Commission. These comments are offered to assist in compliance:with M.G.L.Chapter 9,Section 26-27c,as amended by Chapter 254 of the Acts of 1988'(950 CMR 71)and Section 106 of the National Historic Preservation Act of 1966,as amended(36 CFR 800). Please feel free to contact Ann Lattinville of my staff if you have questions. Spin xrely, udi h B.McDonough e utive Director State Historic Preservation Officer p` Massachusetts Historical Commission xc: Barnstable Historical Commission Barnstable Historic District Commission Sarah Korjeff,Cape Cod Commission { 220 Morrissey Boulevard,Boston,Massachusetts 02125 - (617)•727-8470': Fax:(617) 727-5128 -TDD: 1-800-392-6090 zuww.state.ma.us/se%nhc 1, �r The Commonwealth of Massachusetts William Francis Galvin,Secretary of the Commonwealth Massachusetts Historical Commission July 19, 1999 . i James Smalanskis Site Acquisitions WFI 10 Tara Boulevard,Suite 500 Nashua,NH 03062 Attn: Kevin Mason,WE Project Manager RE: Telecommunications Installation,49 Ocean Street,Barnstable,MA;MHC#22127 Dear Mr.Smalanskas: Staff of the Massachusetts Historical Commission have reviewed the information you submitted,received June 28, 1999,concerning the proposed project referenced above. The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district which is listed in the State Register of Historic Places. After a review of materials submitted,the MHC has the following comments. The MHC understands that the proposed project involves the modification of a tower originally built in 1962. The proponent plans to install three panel antennae at a height of 65'. The associated equipment will be housed in four cabinets at the base of the tower behind a wood fence. After a review of MHC files and materials submitted,I.have determined that the proposed project will have"no adverse effect"on the Hyannis Main Street Waterfront Historic District(36 CFR 800.5(b)and 950 CMR 71.07(2)(b)(2))provided the following conditions are met:(1)the proponent shall screen the exposed section of the existing chain link fence with fencing to match the existing stockade fence;and(2)the proponent shall plant a fast- growing evergreen at the base of the tower,per the stipulations of the Barnstable Historic District Commission. These comments are offered to assist in compliance with M.G.L.Chapter 9,Section 26-27c,as amended by Chapter 254 of the Acts of 1988(950 CMR 71)and Section 106 of the National Historic Preservation Act of 1966,as amended(36 CFR 800). Please feel free to contact Ann Lattinville of my staff if you have questions. cerely, d B.McDonough e utive Director State Historic Preservation Officer Massachusetts Historical Commission xc: Barnstable Historical Commission Barnstable Historic District Commission Sarah Korjeff,Cape Cod Commission - 220 Morrissey Boulevard,Boston,Massachusetts 02125 (617) 727-8470 Fax:(617) 727-5128 -TDD: 1-800-392-6090 www.state.ma.us/se%nhc M 1, 3 `rya. The Commonwealth of Massachusetts William Francis.Galvin,Secretary of the Commonwealth ` Massachusetts Historical Commission July 13, 1999 - Kevin L.Mason Project Manager WFI ' 10 Tara Boulevard,Suite 500 Nashua,NH 03062 RE: Telecommunications Installation,49 Ocean Street,Barnstable,MA;MHC#22127 Dear Mr.Mason: Staff of the Massachusetts Historical Commission have reviewed the information you submitted,received June 28, 1999,concerning the proposed project referenced above. The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district which is listed in the State Register of Historic Places. After a review of materials submitted,the MHC has the following comments. The MHC understands that the proposed project involves the modification of a tower originally built in 1962. The proponent plans to install three panel antennae at a height of 65'. The associated equipment will be housed in four cabinets at the base of the tower behind a wood fence. At this time,the MHC is unable to determine what effect the proposed project will have without further information. The MHC requests information on any additional proposed screening measures,such as trees,additional fencing, etc. The MCH understands that the Barnstable Historic District Commission has specified that a fast-growing evergreen be planted to screen the existing and proposed equipment. The MHC requests a site plan depicting the proposed planting and fencing. These comments are offered to assist in compliance with M.G:L.Chapter 9,Section 26-27c,as amended by Chapter 254 of the Acts of 1988(950 CMR 71)and Section 106 of the National Historic Preservation Act of 1966,as amended(36 CFR 800). Please feel free to contact me if you have questions. Sincerely, i Ann M.Lattinville Preservation Planner Massachusetts Historical Commission xc: Barnstable Historical Commission Barnstable Historic District.Commission Sarah Korjeff,Cape Cod Commission i 220 Morrissey Boulevard,Boston,Massachusetts 02125 (617) 727-8470 Fax:(617) 727-5128 •TDD: 1-800-392-6090 www•state.ma.us/sec/mhc JUL.13.1999 e:42AM MASS HISTORICAL COMM NO.200 —P.1 E o Z e m z The Commonwealth of Massachusetts William Francis Galvin,Secretary of the Commonwealth Massachusetts Historical Commission P w Jelly 13, 1999 i I I evin L.Mason P roject Manager 4° IV IFI v 1 Tara Boulevard,Suite 500 Nashua,NH 03062 RE: Telecommunications Installation,49 Ocean Street,Barnstable,MA,MHC#22127 Jear Mr.Mason: i Staff of the Massachusetts Historical Commission have reviewed the information you submitted,received June 28, 1�99,concerning the proposed project referenced above.'The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district,which is listed in the State Register of Historic Places, After a review of materials submitted,the MHC has the f llowin comments. b g ),he MHC understands that the proposed project involves,the modification of a tower originally built in 1962. The proponent plans to install three panel antennae at a height'of 65'. The associated equipment will be housed in four c ibinets at the base of the tower behind a wood fence. At this time,the MHC is unable to determine what effect the proposed project will have without further information. *1 a NEC requests information on any additional proposed screening measures,such as trees,additional fencing, etc. The MCH understands that the Barnstable Historic District Commission has specified that a fast-growing e6green be planted to screen the existing and proposed equipment. The MHC requests a site plan depicting the p osed planting and fencing. hese comments are offered to assist in compliance with h4,G,L.Chapter 9,Section 26-27c,as amended by Chapter 2 4 of the Acts of 1998(950 CNIR 71)and Section 106 of the National Historic Preservation Act of 1966 as amended(36 CFR 800). Please feel free to contact me if you have questions. Jincerely, M.Lattinville teservation Planner Massachusetts Historical Commission �c; Barnstable Historical Commission Barnstable Historic District Commission Sarah Korjeff,Cape Cod Commission I , I i 220 Morrissey Boulevard,Boston,Massachusetts 02125 (617)727-8470 Fax:(617)727-5128�•T DD:1-800-392-6090 www.state.ma.us/sec/mhc Anderson Pat From: Mullen Tom , To: Traczyk Art Cc: Anderson Pat; Coleman Paul Subject: FW: And the species of tree is? Date: Monday, July 12, 1999 2:50PM To be installed on V. Green Near Walkway to Sea path. Pease send paul Coleman a copy of your proposed plan in the area of Bell Atlantic tower. From:Anderson Pat To: Mullen Tom Cc: Coleman Paul; Jacobs Mary Subject: FW: And the species of tree is? Date: Friday, July 09, 1999 12:42PM Thanks, I will make sure that the HHDC receives this information. Having Charlie select the tree will insure that we get something that is decent and will hopefully live long and prosper. Also since the tower pre-dates 1995(built in 1962, and added on to over the years) and is located within the historic district, The Massachusetts Historical Commission has the authority to review this installation and can make binding recommendations such as locating additional equipment boxes in underground vaults, screening etc. They are currently in process of their review and we should have document shortly----------- From: Mullen Tom To: Anderson Pat Cc: Coleman Paul; Jacobs Mary; Tinsley James Subject: RE: And the species of tree is? Date: Friday, July 09, 1999 12:06PM I have just finished talking with Charley Genatassio as to specie of tree for area on V. Green adjacent to Bell Atlantic. He strongly suggests a Dawn(sp?) Redwood as it is fast growing , withstands high winds, is columnar in shape, can be limbed-up without spoiling the trees appearance and will not be a detriment to other nearby trees. Additionally the tree should be of 5 to 6 inch calliper and it will be very important that Charley chose the specific tree from a reliable nursery and that he has complete control and supervision of its installation at a sight he selects (obviously a location that will shield the view of the tower. From: Anderson Pat To: Mullen Tom Subject: And the species of tree is? . Date: Friday, July 09, 1999 9:40AM Tom-Would you like a tree planted on the Green near the NYNEX tower to help screen the base? If so, besides big and green, what species would you like? Also earlier this am I drove Bob Figmic to the Hospital emergency dept. He appeared to be quite ill and hanging over the front counter when I arrived for work. Page 1 d i Hyannis Main Street Waterfront 's Historic District Commission MASS 1639.3� 230 South Street Hyannis,Massachusetts 02601 Extension of Time Limits Under Section 9 of Hyannis Main Street Waterfront Historic District Ordinance Section 9 states: If the Commission fails to make a determination through issuance of a Certificate of Appropriateness or a disapproval within the time period specified in section 9.5 (45 days), or within such further time as the applicant may allow in writing, the Commission shall thereupon issue a Certificate of Hardship Due to Failure to Act" The Applicant hereby agrees that the time for the Co m' sion to a e determination on the application is extended until :2 -tt b Signature: Petitioner or Attorney Date K�v�1n L. tAacov\ o ceo.d. Ji4- ' Address of Proposed Work, St. &No. t--k4'jP 3 264 1, o-f" 0 ZI5- Assessor's Map # and Parcel # Town, State, Zip a application checklist the application has been filled out completely the application has been submitted in triplicate the list of abutters is complete - all abutters, property owners, and the applicant have been notified of the meeting date the $ application fee has been submitted S GN(S) ❑ 'gnage spec sheets) ❑pa' t chips(s) ❑full- cale drawings) ❑photo endering of building to show sign placement OTHER ans/elevations plot plan andscaping plan aint chips i ❑other (explain) lam, oC 41 I ' SPR Agenda 05/27/99 Site Plan Review Meeting Will Be Held May 27, 1999 9:00 A M- Town Hall Hearing Room A STAFF MEETING WILL BE HELD FROM 8:30 - 9:00 A.M. AGENDA 9:00 AM SPR-058-99 Omnipoint Communications, 1118 Mary Dunn Road, Barnstable (333/016) Proposal: The Applicant proposes the installation of a wireless Personal Communications System on an existing water tank. Action due: June 25, 1999 1 9:20 AM SPR-052-99 Telecorp, 49 Ocean Street, HY (326/025) Proposal: The Applicant proposes to attach antennas to the existing Bell Atlantic tower and place up to 4 equipment cabinets at the base of the tower within the existing compound. Continued from 5/13/99 9:40 AM INFORMAL Former Candle Company Property, 1180, 1186, 1194, 1200 Route 132, Hyannis (274/004.B00, 274/004.H00, 274/008.H00, 274/026 B00, 274/026 H00, 274.027) (Michael Ford) 10:00 AM INFORMAL The Sea Genie H, 180 Ocean Street, HY (326/068) Proposal: Sightseeing with regular schedule at Bismore Park. 1 f Town of Barnstable Planning Department- Current Planning Section 230 South Street,Hyannis,Massachusetts 02601 Phone(508)862-4685 Fax(508)790-6288 Site Plan Review Comments -1999-052 p Date: ......................May 09, 1999 Drafted by:...............................Art Traczyk, Principal Planner Approved by:.............................Robert Schernig AICP, Planning Director Project Name:..........................Telecorp Property Address:...................49 Ocean Street. Hyannis, MA Assessor's Map/Parcel:......... 326-025 The applicant is proposing to add additional communication antennas and associated ground equipment to an existing Bell Atlantic tower and site located adjacent to Town Green. The tower was the site of a recent addition of antennas by Bell Atlantic as permitted in Appeal No. 1998-43 which modified appeal No. 1962-43 for the expansion of the facility. Zoning: A further modification of the Special Permits issued is required. Special Permit No 1998-43, Condition No. 3 reads as follows; "No future extensions of height nor equipment located on the tower shall be permitted without the consent of the Zoning Board of.Appeals." Department Comments: The applicant should be prepared to doc6rbent'the structural integrity of the tower to accept the proposed equipment along with all existing equipment to the satisfaction of the Building and Engineering Divisions of the Town. The Planning Department encourages the co-location of antennas on existing towers. This proposal is in keeping with the policy and the regional Cape Cod Commission policies as related to wireless communication. Hyannis Historic District Location- The location is within the Hyannis Main Street-Waterfront Historic District. Any exterior changes and buildings requires the aesthetic approval of the Hyannis Historic District Commission. (Contact: Nanette Liberty, Planning Department- 862-4666 if required). Department Recommends: The planning department,preliminary recommends to the Zoning Board of Appeals will suggest that all condition of Special Permit No. 1998-43 remain and that this permit allow the antenna as per plan presented. �_Y v Le a4zk�— � a�X -at B 6�7-3�a - ie�Flo— C-dc, W�d 4OS817' 2sSK -�t� Y Hyannis Main Street Waterfront Historic District Commission snsiversscs, • '1639 230 South Street Hyannis,Massachusetts 02601 -99 3 1# —(j 508-862-4665 FAX: 508-790-6288 AGENDA FOR PUBLIC HEARING To all persons deemed interested or affected by the Town of Barnstable's Hyannis Main Street Waterfront Historic District Commission Ordinance under Article LX of Chapter III of General Ordinances of the Town of Barnstable,you are hereby notified that a hearing will be held on the following applications for Certificate of Appropriateness and other types of applications or requests,if so named,in the Conference Room of the School Administration Building on 230 South Street, Hyannis,MA at 8:00 A.M.on Wednesday,July 14, 1999. Agenda Items (Continued from meeting held on June 23,1999) Joseph Dinanno-(application submitted by Sandy Moscicki of Box Lunch)-357 Main Street,Hyannis,MA. Assessor's Map 327,Lot 115. Certificate of Appropriateness for repainting an existing sign. (Continued from meeting held on June 23,1999) New England Telephone&Telegraph-(application submitted by James Smalanskas)-49 Ocean Street,Hyannis,MA. Assessor's Map 326,Lot 025. Certificate of Appropriateness for addition of three antennas to existing communications tower,as well as construction of associated equipment cabinets at tower base. Brian Faunce-(application submitted by Wolfgang Schutzinger for Kaffe Wolfgang)-448 Main Street,Hyannis, MA. Assessor's Map 309,Lot 220. Certificate of Appropriateness for three new signs. Town of Barnstable-(application submitted by Jack Murphy of the Korean War Veterans Association)- intersection of South Street and Old Colony Road,Hyannis,MA. Certificate of Appropriateness for erecting one 8' bronze statue with a 2' granite base. Stuart Bornstein-(application submitted by Lester Wade for Sturgis Charter School)-427 Main Street,Hyannis, MA. Assessor's Map 308,Lot 079. Certificate of Appropriateness for removing one door and six windows,and for installing nine anodized aluminum windows. Morrin Associates-(application submitted by John Kennedy of Cape Cod Central Railroad)-252 Main Street, Hyannis,MA. Assessor's Map 327,Lot 157. Certificate of Appropriateness for one new sign. . Other Business Vote to accept. May 26,June 9,and June 23 meeting minutes. IKE Hyannis Main Street Waterfront Historic District Commission MRNSTABL& ---- ------ 16.79. 230 South Street Hyannis,Massachusetts 02601 *9' 508-862-4665 FAX: 508-790-6288 9 1 P '41,4 AGENDA FOR PUBLIC HEARING To all persons deemed interested or affected by the Town of Barnstable's Hyannis Main Street Waterfront Historic District Commission Ordinance under Article LX of Chapter HI of General Ordinances of the Town of Barnstable,you are hereby notified that a hearing will be held on the following applications for Certificate of Appropriateness and other types of applications or requests,if so named,in the Conference Room of the School Administration Building on 230 South Street, Hyannis,MA at 8:00 A.M. on Wednesday, June 23, 1999. Agenda Items (Continued from meeting held on June 9,1999) Joseph Dinanno-(application submitted by Sandy Moscicki of Box Lunch)-357 Main Street,Hyannis,MA. Assessor's Map 327,Lot 115. Certificate of Appropriateness for repainting an existing sign. (Continued from meeting h0d on June 9,1999) New England Telephone&Telegraph-(application submitted by James Smalanskas)-49 Ocean Street,Hyannis,MA. Assessor's Map 326,Lot 025. Certificate of Appropriateness for addition of three antennas,to existing communications tower,as well as construction of associated equipment cabinets at tower base. Jack Furman-(application submitted by Peter Mandravelis)-255 Main Street,Hyannis,MA. Assessor's Map 327,Let 247. Certificate of Appropriateness for replacement of existing deck at rear of building with new deck,of new style,to be constructed of pressure-treated wood. Faneuil Restoration Trust-(application submitted by Thomas Paulini)-615 Main Street,Hyannis,MA. Assessor's Map 308,Lot 120. Certificate of Appropriateness for exterior painting,signage,and awnings. Paint for trim will be dark green,for stucco will be off-white,and for accent will be either yellow or brown(to be determined prior to hearing). Signage includes three signs. Awnings will,be dark green canvas,to be applied to existing frames. Bassett Limited Partnership-(application submitted by Nelly Lyons Sheehan for Nelly's Suits You Siamwear)-556 Main Street,Hyannis,MA. Assessor's Map 308,Lot 074. Certificate of.Appropriateness for one new sign. Other Business Vote to accept. May 26 and June 9 meeting minutes. Hyannis Main Street Waterfront Historic District Commission --- 639. ..,0g 230 South Street . a► ° Hyannis,Massachusetts 02601 508-862-4665 FAX: 508-790-6288 .99 MAY 24 P 1 :34 AGENDA FOR PUBLIC HEARING To all persons deemed interested or affected by the Town of Barnstable's Hyannis Main Street Waterfront Historic District Commission Ordinance under Article LX of Chapter III of General Ordinances of the Town of Barnstable,you are hereby notified that a hearing will be held on the following applications for Certificate of Appropriateness and other types of applications or requests, if so named, in the Conference Room of the School Administration Building on 230 South Street, Hyannis,MA at 8:00 A.M. on Wednesday, June 9, 1999. Agenda Items Arnold Mycock,Trustee-Edwin Mycock Trust-(application submitted by Guy Coletti of Coletti Development)-171 Main Street,Hyannis,MA. Assessor's Map 327,Lot 232. Certificate of Appropriateness for exterior alterations to the rear of the building,including construction of a pressure-treated and mahogany handicap-access ramp with handrails. Barnstable Housing Authority-(application submitted by Tom Lynch)-Pleasant Street,Hyannis,MA. Assessor's Map 326,Lot 027. Certificate of Appropriateness for moving the Edward Coleman,Jr.House(currently located at 146 Lewis Bay Road)to this new location. A room at the rear of the building,stairway,deck,lawn,brick walkway, landscaping,picket fence,driveway,and parking area are also included in the application. Town of Barnstable-(application submitted by Steve Seymour)-various locations within the Historic District- Certificate of Appropriateness for alterations to sidewalk areas. Alteration of existing curbs and sidewalks will take place to allow for construction of handicap-access ramps. Locations will be: sidewalk on Main Street at Pleasant Street intersection(SE corner); sidewalk on Main Street in front of 320 Main Street(Federated Church)and sidewalk directly across Main Street; and sidewalks at intersection of South Street and High School Road(all four corners). Joseph Dinanno-(application submitted by Sandy Moscicki of Box Lunch)-357 Main Street,Hyannis,MA. Assessor's Map 327,Lot 115. Certificate of Appropriateness for repainting an existing sign. New England Telephone&Telegraph-(application submitted by James Smalanskas)-49 Ocean Street,Hyannis,MA. Assessor's Map 326,Lot 025. Certificate of Appropriateness for addition of three antennas to existing communications tower,as well as construction of associated equipment cabinets at tower base. Harbor Hotel Investors,LLC-(application submitted by Mark Lawrence)-213 Ocean Street,Hyannis,MA. Assessor's Map 326,Lot 035. Certificate of Appropriateness for exterior paint and stain. Proposed colors are: Dulux Old Navajo(an off-white)stain shingles;white painted trim; and hunter green painted doors. Other Business Vote to accept: Nkay ,26 -meeting minutes.: Discussion: Strectscape Guidelines. Discussion: 9:00 am.-Tom Quinn will appear to discuss plans to rehab Bouchard cottage. Z0'd 86 Z99802t780S• 22:LZ 866Z-ZZ-8dd �. Bk 2 1 1374---123 .27833 04--22- 199.8 L�' 03 c 28 O pit ?� Town of Barnstabtq_ Zoning Board of Appeals Decision and Notice Appeal No. 1998-43 -Bell Atlantic Nynex Mobile Inc. Modification of Special Permit No. 196 -43 q TRUE COPY ATTEST Summary Granted with Conditions Applicant: Bell Atlantic Nynex Mobile,Ina ► ��XC�'�P„�irt�t� Property Address: 49 Ocean Street,Hyannis,MA Assessoes Map/Parcel Map 326.Parcel 025 Town Clerk Area 0.75 acre Building Area: 18,010 sq,R. BARNSTABLE Zoning: RB-1 Residential B-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal Is a 0.75 acre lot that is improved with a 17,890 sq. ft. telephone exchange building, a 100'cellular tower, and a 120 sq.,ft. accessory building. This Is the site of the New England Telephone and Telegraph Co. Building. Bell Atlantic Nynex Mobile Inc. has a license agreement with New England Telephone and Telegraph Company for standing. The current use of the property is nonconforming. According to assessor's records, the telephone exchange building was constructed in 1930, predating zoning and making it a pre-existing nonconforming use. The existing tower structure and associated out-building were built in 1962, and are permitted by Special Permit No. 196243. Appeal Number 1962-43 granted a special permit for the extension of a nonconforming use by allowing the erection of a 100'tower and antenna structure and associated one-story building within the then Residence A-1 District. The applicant has added a 4 foot high extension to the tower and are now proposing an additional antenna to the tower. The extension and antenna would be used for cellular communications. The previously approved special permit only permits a 100'tower. The applicant Is requesting to modify Special Permit No. 1962-43 to allow a 104' tower with an additional antenna. The applicant is also proposing a small equipment shed to be located at the base of the tower.. The property is located within the Hyannis Main Street/Waterfront Historic District. The applicant has applied to the Hyannis Main Street/Waterfront Historic District Commission for a Certificate of Appropriateness and the project was approved by the Commission on March 11, 1998. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 13, 1998. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters In accordance with MGL Chapter 40A. The hearing was opened March 18, 1998, at which time the M Board granted the request with conditions. Hearing Summary: lr Board Members hearing this appeal were Gene Burman, Ron Jansson,Thomas DeRiemer, Richard Boy, and he applicant. Supporting staff present for the t Michael Ford representedpp pP 9 Chairman Emmett Glynn. Attorney applicant were Donald Haes, Charles Dean and Tony Beffera. Z0 39tid G80-:1 T NOSNIlS Z9980Eb809 69:SZ 866Z/ZZ/00 r 20'd %86 Z9980EV80S VZ:LT 866i-ZZ-8dd Town of Barnstable-Zoning Board of Appeals•Declslon and Notice Appeal No. 199843-Bell Atlantic Nynex Mobile,Inc. Modification of Special Permit No. 1982-43 Attorney Ford submitted a memorandum in support of this appeal and explained the tower was constructed in 1962 (pursuant to Appeal Number 1962-43). The applicant is seeking to extend the tower by four feet in height and to add an antennae onto the extension. The work started in 1996. At that time. Nynex went to Site Plan Review to structurally improve the tower and to construct a 120 sq.ft. building. While there, they were told the additional four feet would need Zoning Board of Appeals relief. The structural strengthening of the tower, the fence, and the upgraded landscaping have already been done. At the request of Site Plan Review Committee the applicant commissioned a study, by Donald L. Haes. Jr. (Consulting Health Physicist) of the radio frequency exposure measurements. His report was submitted and reviewed by Attorney Ford. It states, "...that the maximum present RF[radio frequency]level was less than one percent of the Maximum Permissible Exposure for the public as allowed..." Also submitted was the approval letter from the Radiation Control Program of the Executive Office of Health and Human Services- Department of Public Health. The Board asked about windspeed and if this tower can support this addition. Attorney Ford stated the tower has been strengthened and can withstand windspeeds of 100 mph. The tower withstood Hurricane Bob (1991)and that had windspeeds beyond 100 mph. Windspeed and the tower(with the additional antennas) and its future digital communication uses were discussed. This tower will service Hyannis only and will encompass a 1 - *2 mile radius. The area today is not sufficiently covered and the additional antennas will address that problem. Public Comments. No one spoke in favor or in opposition to this appeal Findings of Fact: At the Hearing of March 18, 1998, the Board unanimously found the following findings of fact as related to Appeal No. 1998-43: 1. The property in issue is located at 49 Ocean Street, Hyannis, MA as shown on Assessor's Map 326, Parcel 025 and in the RB-1 Residential B-1 Zoning District. The area is 0.75 acre. 2. The property is owned by New England Telephone and Telegraph Company and Bell Atlantic Nynex Mobile, Inc. is a licensee of New England Telephone and Telegraph Company. 3. The property is burdened by the construction of a 100 foot cellular tower which has existed by virtue of a Special Permit granted by the Zoning Board of Appeals in Appeal Number 1962-43. 4. Under the terms and conditions of that appeal, a Special Permit for the extension of a nonconforming use was allowed by allowing the construction of a 100 foot tower and antennae structure with an associated one story building within this residential district. 5. The petitioner is now proposing a four(4)foot extension with twelve(12) antennae at the top of the extension. 6. The extension is being proposed for additional communication purposes to include cellular, digital, and other state of the art communication modem that the licensee utilizes. 7. The current area is not serviced adequately by the existing facility that is owned by the petitioner and the enhancement of this structure by four(4)feet would allow the enhancement to take place to the overall service to the community. 8. The applicant has already constructed the four(4)foot tower without permission of the Zoning Board of Appeals and is now seeking permission of this Board to expand. 9. The applicant has spent a considerable amount of time on the engineering design of this tower and in so doing (in terms of the expansion) has made the tower more secure as well as conducted studies regarding the overall radiation to be generated from the tower. These studies indicate that the additional four(4)feet on this tower will not in any way support any additional threats to the public health, safety or welfare. 10. Since the tower is pre-existing, the addition of the 4% increase (which is what the four feet represents) would not be substantially detrimental or objectionable to the neighborhood affected in view of the fact that the enhancements that have been made have been done under an engineering guideline allowing the enhancement of the overall structural safety of the tower. 2 60 39tid (180J T NOSNIIS Z9980£b80S 6S:ST 866Z/ZZ/b0 170'd %86 Z99802b80S SE:LT 866T-ZZ-8dd Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No.1998-43-Bell Atlantic Nynex Mobile,Inc. Modification of Special Permit No. 1962-43 Decision: Based on the findings of fact, a motion was made to grant the relief being sought to modify Special Permit Number 1962-43 subject to the following terms and conditions: 1. The development of this property shall comply with the Site Plan prepared by J.P. Cash, PE structural engineer, Plaistow. NH for Bell Atlantic Nynex Mobile dated 10/11196, and labeled Modification of the Existing 100 Foot AT-7729 Tower To Mount Directional Antennas. 2. The tower shall not exceed a height of 104 feet from the current ground level to include all antenna attachments. 3. No future extensions of height nor equipment located on the tower shall be permitted without the consent of the Zoning Board of Appeals. 4. The tower shall not be illuminated unless required by the Federal Aviation Administration (FAA) or other applicable Federal or State agencies. 5. All applicable regulations of the Health and Building Divisions of the Town of Barnstable and Federal Regulations shall be compiled with. The Vote was as follows: AYE: Gene Burman, Ron Jansson,Thomas DeRiemer, Richard Boy, and Chairman Emmett Glynn NAY: None Order: Appeal Number 1998-43 which modifies Appeal Number 1962-43 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) Z�� f this decision. A copy of which must be filed in the office of the Town Clerk. / , 1998 Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, 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 tha!no appeal of the decision has been filed in the office of the Town Clerk. r I�" l 1998 under the pains and penalties of perjury. Signed and sealed this �1 day of Inda Hutchenrider,Town Clerk 3 b0 39Vd QbOd IS NOSNIlS Z9980EV80S 6S:ST 866T/ZZ/b0 S0'd X86 Z9980�b80S S�:L� 866T-ZZ-�Idd PAR; R326 025. PAR: R326 135.0J2 KEY: 239922 TAX CODE:400 KEY: 305076 TAX CODE;400 NEW ENGLAND TEL 9 TEL CO HYANNIS AREA ECON DEVL CORP PROPERTY TAX DEPT. 31ST FL 1461 RT 132 1095 AVE OF THE AMERICAS HYANNIS AA 02601-0000 NEW YORK NY 10036-0000 PAR: R326 021. PAR: A295 019.X02 PAN: R326 004. KET: 239888 TAX COOE:400 KEY: 413109 TAX CODES400 KleYs 239717 TAX CODE1400 1 BARNSTA8tE. TOWN OF (MUM) CAMPBELL/MASSACHUSETTS TR AAJSACHOSETTS, COMMWLTH OF 367 MAIN STREET %CAMPBELL. JAMES EST OF 1Ju CAMdRIOGE ST HYANNIS MA 02601-0000 425 CALIFORNIA ST, STE 1000 JOSTON AA 02114-0000 SAN FRANCISCO CA 94104-0000 PAR: R326 022. PAR: R326 135-002 PAR: 4326 13$.UJI KEY: 239897 TAX COOE:4C0 KEY: 395076 TAX CODE:400 KEY: 395067 TAB( COOE3400 BARNSTABLE. TOWN OF (NUN) HYANNIS AREA ECON DEVL CORP HYAAMIS AREA ECJd DEVL CORP 367 MAIM STREET 1431 RT 132 tlbi RT 132 HYANNIS MA 02601-0000 HYANNIS MA 02601-0000 AIIANNIS NA 02601-0000 PAR: R326 024. PAR: R326 023. PAR: R326 001.001 KEY: 239913 TAX CODE:400 KEY: 239904 TAX COOE:400 KcY: 394727 TAX CODE:400 ORANETI. MARSHALL HYANNIS AREA ECON DEVL CORP dAA13 TAJLE. TOWN OF (NUR) C/O BETSY NEWELL TRS 1481 RT 132 Sol MAIN STREET 25 BRAGGS LANE HYANNIS NA 02601-0000 HYANNIS AA 02601-0000 BARNSTABLE MA 02630-0000 PAR: R326 061.03A PAR: 9326 027. PAR: 4327 264. KEY: 4416S9 TAX COOE:400 KEY: 239931 TAX CODE:400 KEY: 243766 TAX CODE:400 BARNSTABLE, TOWN OF (NUN) BARNSTABLE HOUSING AUTNOR•Y MIdOS. CH914TY 6 JAMES TRS C/O STRUCTURES A GROUNDS 146 SOUTH ST YCMRISTYS MARKET, INC AJU PITCHERS WAY HYANNIS MA 02601-0000 TALNuALIP CAROL/PROPMNGR HYANNIS MA 02601-0000 22 CHRISM ORIVc . dROCRTON MA 02401-0000 PAR: R327 263. PAR: R327 101. PARS 4327 109. KEY: 243757 TAX CODE:400 KEY: 242044 TAX CODE:400 KEY: 242115 TAX CODE:400 NEW ENGLAND TEL B TEL C1 8ARNSTABLE, TOWN OF (MUN) SCUDOERr RICHARD M A PROPERTY TAX DEPT. 31ST FL 367 MAIN STREET �CUODER. F F Ili R N 1015 AVE OF THE AMERICA$ HYANNIS MA 02601-0000 3u JCEAN ST NEW YORK NY 10036-0000 HYANNIS MA 02601-0000 PAR: R327 102. PAR: 9327 103. PAR: R327 106. KEY: 242053 TAX COOE:40D KEY: 242062 TAX CODE:400 KEY1 242099 TAX CODE:400 OTTAWAY NEWSPAPERS INC CAPE COD BANK A TRUST CO KARATHP ELAINE 319 MAIN ST 307 MAIN ST P 0 dOX 1329 HYANNIS MA 02601-0000. HYANNIS MA 02601-0000 HYANNIS AA 02601-0000 PAR: R327 102. PAR; R327 107. PAR: R327 111. KEY: 242053 TAX CODE:400 KEY: 242106 TAX CODE:400 KEY; 242133 TAX CODE;400 OTTAWAY NEWSPAPERS INC HANNEY, WILLIAM, J TRS PLOTKIN, THEODORE K 319 MAIN ST 807 WASHINGTON ST PLOTKIN. RICHARD HYANNIS MA 02601-0000 STOUGHTON MA 02072-0000 P O dOX 996Y RIVIERA BEACH FL 33419-0000 P49: 9327 112- PAR: R327 113. PAR: R327 114. KEr: 242142 TAX COOE:tCO KEY: 242151 TAX COOE:400 4EY: 242160 TAA COOE:400 PLOTKIN. THEODORE YETRAN. KENNETH 8 LOUISE MANGALJ. MECMAGL C RICHARD PLOTKIN TRS NANTUCKET SOUND P O dJX 2128 63 CROSS ST 137 PAWKANNAWKUT OR HYANNIS MA 02601-0000 CHATHAM MA 02633-0000 S YARMOUTH MA 02664-0000 90 39Vd G80-d 18 NOSNIlS Z9980£b80S 6S:ST 866T/ZZ/b0 90'd i86 Z99802b80S 92:LT 866T-ZZ-8dd PAR: R327 115. PART R327 116_ PAR: R327 261. KEY: 254673 TAX COOE:600 KFT1 242f88 TAX CODE:400 ICEY- 243739 TAX COOE:400 c, INANNO. A MAINI% ST UNITED STATES OF AMERICA dARNSTASLE• TOWN OF (RUN) MAL POST OFFICE 361 MAIN 6TREZT ALDEN MA 02149-0000 MTANNIS MA 02601-0000 NTANNIS •• MA 02601-0000 • PAR: R327 110. KEY: 242124 TAX CODE:400 �. NOYES. TERRI L 33 OCEAN ST NTANNIS NA 02601=0000 90 39dd QbOd NOSNIIS Z998060809 69=ST" 866T/ZZ/b0 f - L0'd %86 E99802PBOS 9£:LT 866T-ZZ-Ndd Prooff PublicatOn LEGAL NOTICF(n -Toys of Bamibble Zoning Board of Appeals Nodoe of PubNe Hearing Under The Zoning Ordinsnee i for March Is. Igoe To all persons Intenisted in,or affected by the Board of Appeals under Sec.11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: _ 8:00 P.M. Honeysuckle Hdi Bed and Breakfast Appeal Number 199838 C.William 6 Mary G.I(iibum d/b/a Honeysuckle Hill Bed and Breakfast have petitioned to the Zoning Board of Appeals fora Special Permit pursuant to Section 3.1.4(3XG)Bad and Breakfast.The petitioners ara reapplying fore previously granted Bed and Breakfast Special Permit as new owners. so required by Section 3.1.1(9XF). The property to shown on ' Aasessors Map 133.Parcel 056 end ie commonly addressed as 591 Maln Straet/Routs 6A. Weft Barnstable,MA in an RF Residential F Zoning District. 8:00 P.M. Honeysuckle HUI Bed and Breakfast •Appeal Number 1988.39 t C.William b Mary G.10Ibum d/b/a Honeysuckle Hill-Bed end Breakfast have applied to the , Zoning Board of Appeals for a Variance to madity the previous Variance granted in Appeal Number 1997-98 by amending Condition N8 to prohibit Internally illumniated signs and deleting Condition N 13 to allow the transfer to the present owner.The properly is shown on Assessors Map 133.Parcel 056 and is commonly addressed as 591 Main Street/Route 8A. West Barnstable,MA in an RF Residential F Zoning OlstricL - 8:00 P.M. Honeysuckle Hill Bed and Breakfast 'Appeal Number 1908.40 C.William 8 Mary G.XAbum d/b/a Honeysuckle Hill Bed and Breakfast have applied to the Zoning Board of Appeals for a Variance to Section 3.1.4(3XG)which Incorporates the provisions of Section 3-1.1(9XF)W to allows Bed and Breakfast with a maximum of ten(10) guests In Ova(5)bedrooms by modifying the six(9)guest/throe(3)bedroom limltstion Imposed In Section 3-1.1 C30)(b).This appeal is in the sliam eve to Appeal Number 1998• ' 39.The property is shown an Assessor's Map 133,Parcel 056 and is commonly addressed as 591 Mein Street/Route(A,West Barnstable,MA in an RF Residential F Zoning District. ` 8:I s P.M. French _ Appeal Number 1998.41 I Donna and William H.French,Jr,have petitioned to the Zoning Board ofAppeals fors Special Permit fore FamilyApertment pursuant to Section 3-1.t.(3XD)of the Zoning Ordinance.The property is shown on Assessor's Map 349,Parcel 54 and Is commonly addressed as 60 Oakmont Road,Ournmaquid,MA In an RF- Residential F. Zoning District. 8:30 P.M. GMRI.tnc. .. Appeal Number 1998 42 GMRI-General MIAs Restaurant, Inc.(d/b/a The Olive Garden holler Restaurant)hoe petitioned to the Zoning Board of Appeals for a Specie[Permit pursuant to Section b3.3 Special Permit Provisions for a modification of Condition M9 of Appeal No. 1994-04.as amended In Appeal Number 1995-80.The petitioner is sealing to have use ofalounge during such hours as may be approved by Town of Barnstable Ucensing Authority.The property Is shown on Assessors Map 294.Parcel 042 and is commonly addressed as 1095 lyanough Road/Route 132.Hyannis in an•HB Highway Business District rL RB Residential B Zoning District, GAS P.M. Bell Atlantic Nynex Mobile.Inc. Appeal Number 1998-43 Belt Atlantic Nynex Mobile,Inc.-has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4.4.4(2) Nonconforming Budding or Structure Not Used as Single or Two Family Dwellings end./or Section 4-4,5(2)Expansion of Pro-existing Noncon- forming Use and/or to the extent required for modification of Special Permit No. 1962.43 which duthorized theconstrucdon of the celtulartower and enters.The pedboneris seeking to extend the structure an additional four(4) feet in height.The property is shown on Assessors Map 326•Pomal 025 and is commonly addressed as 49 Ocean Street.Hyannis, MA in on RB•1 Residential B•1 Zoning District. 0:00 P.M. Trotto Appeal Number IW8.44 John Trotto has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 33.60XW Conditional Use for Parcel 24 and Section 33.6(2)Accessory Use for Parcel 215.001 to allow retail auto sales as an accessory use to an existing commercial building.The property is shown on Assessors Map 269.Pamela 24 625.001 and commany 4ddressed as 498 8 484 West Main Street. Hyannis, MA in the HS Highway Business 'Ale" ' District. 9:05 P.M. Trotto Appeal Number 1998-46 d John Trotto has applied to the Zoning Board of Appeal for a Variance to Section 3.5.2(7)(C) WP Wellhead Protection Overlay District and Section 3-3.60 Bulk Regulations.A variance for lot coverage is required for Parcel 24.The applicant is proposing to make some exterior structural improvements to the rearof the existing commercial building or.Parcel 26.001 and . said Improvements require overiance for the allowable zoning bulk regulations.The property to shown on Assessors Map 259.Parcels 24 b 25.001 and commonly addressed eq 498 6 484 West Main Street.Hyannis,MA in the Hb Highway Business District. • ' These Pub(l4 Hearings will be held in the Hearing Room,Second Floor.New Town Hall,367 Main Street..Hyannis, Massachusetts on Wednesday. March 18. 1998. All plans and applications may be reviewed at the Zoning Board of Appeals Office,Town of Bomateble. Planning Department.230 South Street,Hyannis.MA. Emmett Glynn,Chairmen Zoning Board of Appeals The Barnstable Patriot February 26 b March S. 1998 L0 39dd Q80d ? NOSNIiS Z9980£b80S 6S:ST 866T/ZZ/b0 `• �.00 �.77ouc_V OYJS L.L-(..L Ob0 L-GG-dam 1 = B9tc 2 1 .1374- 123 .27�33 04-22-- 199.8 IL 03 m 28 Town of Barnstabt Zoning Board of Appeals Decision and Notice Appeal No. 1998-43 -Bell Atlantic Nynex Mobile Inc. Modification of Special Permit No. 196 -43 A TRUE Copy ATTEST Summary Granted with Conditions Applicant: Bell Atlantic Nynex Mobile,Inc. Property Address: 49 Ocean Street,Hyannis,MA Assessor's Mapiparcel Map 326. Parcel 025 Town Clerk Area 0.75 acre Building Area: 18,010 sq.ft. BARNSTABLE Zoning: RB-1 Residential B-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal Is a 0.75 acre lot that is improved with a 17,890 sq. ft. telephone, exchange building, a 100' cellular tower, and a 120 sq..ft. accessory building. This is the site of the New England Telephone and Telegraph Co. Building. Bell Atlantic Nynex Mobile Inc. has a license agreement with New England Telephone and Telegraph Company for standing. The current use of the property is nonconforming. According to assessor's records, the telephone exchange building was constructed in 1930, predating zoning and making it a pre-exlsting nonconforming use. The existing tower structure and associated out-building were built in 1962, and are permitted by Special Permit No. 196243. Appeal Number 196243 granted a special permit for the extension of a nonconforming use by allowing the erection of a 100' tower and antenna structure and associated one-story building within the then Residence A-1 District. The applicant has added a 4 foot high extension to the tower and are now proposing an additional antenna to the tower. The extension and antenna would be used for cellular communications. The previously approved special permit only permits a 100'tower. The applicant Is requesting to modify Special Permit No. 1962-43 to allow a 104' tower with an additional antenna. The applicant is also proposing a small equipment shed to be located at the base of the tower.. The property is located within the Hyannis Main Street/Waterfront Historic District. The applicant has applied to the Hyannis Main Street/Waterfront Historic District Commission for a Certificate of Appropriateness and the project was approved by the Commission on March 11, 1998. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 13, 1998. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters In accordance with MGL Chapter 40A. The hearing was opened March 18, 1998, at which time the Board granted the request with conditions. Hearing Summary: Board Members hearing this appeal were Gene Burman, Ron Jansson, Thomas DeRiemer, Richard Boy, and Chairman Emmett Glynn. Attorney Michael Ford represented the applicant. Supporting staff present for the applicant were Donald Haes, Charles Dean and Tony Beffera. Z0 39dd G603 NOSNIlS Z9980Eb80S 6S:SZ 866i/ZZ/b0 � %ao G77ol�1LVtil'15 �L.:L L tibb�-CC-ddd Town of Barnstable-Zoning Board of Appeals•Decision and Notice `+ Appeal No. 1998-43-Bell Atlantic Nynex Mobile,Inc, Modification of Special Penult No. 1962-43 Attorney Ford submitted a memorandum in support of this appeal and ex lained the tower P e was constructed in 1962 (pursuant to Appeal Number 1962-43). The applicant is seeking to extend the tower by four feet in height and to add an antennae onto the extension. The work started in 1996. At that time. Nynex went to Site Plan Review to structurally improve the tower and to construct a 120 sq.ft. building. While there, they were told the additional four feet would need zoning Board of Appeals relief. The structural strengthening of the tower, the fence, and the upgraded landscaping have already been done. At the request of Site Plan Review Committee the applicant commissioned a study, by Donald L. Haes. Jr. (Consulting Health Physicist) of the radio frequency exposure measurements. His report was submitted and reviewed by Attorney Ford. It states, "...that the maximum present RF(radio frequency) level was less than one percent of the Maximum Permissible Exposure for the public as allowed..." Also submitted was the approval letter from the Radiation Control Program of the Executive Office of Health and Human Services- Department of Public Health. The Board asked about windspeed and if this tower can support this addition. Attorney Ford stated the tower has been strengthened and can withstand windspeeds of 100 mph. The tower withstood Hurricane Bob (1991)and that had windspeeds beyond 100 mph. Windspeed and the tower(with the additional antennas) and its future digital communication uses were discussed. This tower will service Hyannis only and will encompass a 1 - 1'/2 mile radius. The area today is not sufficiently covered and the additional antennas will address that problem. Public Comments: No one spoke in favor or in opposition to this appeal. Findings of Fact: At the Hearing of March 18, 1998. the Board unanimously found the following findings of fact as related to Appeal No. 1998-43: 1. The property in issue is located at 49 Ocean Street, Hyannis, MA as shown on Assessor's Map 326, Parcel 025 and in the RB-1 Residential B-1 Zoning District. The area is 0.75 acre. 2. The property is owned by New England Telephone and Telegraph Company and Bell Atlantic Nynex Mobile, Inc. is a licensee of New England Telephone and Telegraph Company. 3. The property is burdened by the construction of a 100 foot cellular tower which has existed by virtue of a Special Permit granted by the Zoning Board of Appeals in Appeal Number 1962-43. 4. Under the terms and conditions of that appeal, a Special Permit for the extension of a nonconforming use was allowed by allowing the construction of a 100 foot tower and antennae structure with an associated one story building within this residential district. 5. The petitioner is now proposing a four(4)foot extension with twelve (12) antennae at the top of the extension. 6. The extension is being proposed for additional communication purposes to include cellular, digital, and other state of the art communication modem that the licensee utilizes. 7. The current area is not serviced adequately by the existing facility that is owned by the petitioner and the enhancement of this structure by four(4)feet would allow the enhancement to take place to the overall service to the community. 8. The applicant has already constructed the four(4) foot tower without permission of the Zoning Board of Appeals and is now seeking permission of this Board to expand. 9. The applicant has spent a considerable amount of time on the engineering design of this tower and in so doing (in terms of the expansion) has made the tower more secure as well as conducted studies regarding the overall radiation to be generated from the tower. These studies indicate that the additional four(4)feet on this tower will not in any way support any additional threats to the public health, safety or welfare. 10. Since the tower is pre-existing, the addition of the 4% increase (which is what the four feet represents) would not be substantially detrimental or objectionable to the neighborhood affected in view of the fact that the enhancements that have been made have been done under an engineering guideline allowing the enhancement of the overall structural safety of the tower. 2 E0 39Vd C60A 2 NCSNIlS Z9980EV80S 6S:Sl 8661/ZZ/b0 r v U a /.bb Gy7tit7��t7t�5 5�:L 6 1366 -ZZ-i'Idd Town of Barnstable-Zoning Board of Appeals-Decision and Notice fi Appeal No. 1998-43-Bell Atlantic Nynex Mobile,Inc. j Modification of Special Permit No.1962.43 Decision: Based on the findings of fact, a motion was made to grant the relief being sought to.modify Special Permit Number 1962-43 subject to the following terms and conditions: 1. The development of this property shall comply with the Site Plan prepared by J.P. Cash, PE structural engineer, Plaistow, NH for Bell Atlantic Nynex Mobile dated 10/11196, and labeled Modification of the Existing 100 Foot AT-7729 Tower To Mount Directional Antennas. 2. The tower shall not exceed a height of 104 feet from the current ground level to include all antenna attachments. 3. No future extensions of height nor equipment located on the tower shall be permitted without the consent of the Zoning Board of Appeals. 4. The tower shall not be illuminated unless required by the Federal Aviation Administration (FAA) or other applicable Federal or State agencies. 5. All applicable regulations of the Health and Building Divisions of the Town of Barnstable and Federal Regulations shall be compiled with. The Vote was as follows: AYE: Gene Burman, Ron Jansson,Thomas DeRiemer, Richard Boy, and Chairman Emmett Glynn NAY: None Order: Appeal Number 199843 which modifies Appeal Number 196243 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) d s after the d e filing of this decision. A copy of which must be filed in the office of the Town Clerk. , 1998 Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, 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 thal no appeal of the decision has been filed In the office of the Town Clerk. Signed and sealed this day of. ' I�" . J-_I 998 under the pains and penalties of perjury. inda Hutchenrider,Town Clerk 3 b0 39dd QZIOd '8 NOSNIiS Z9980>rb80S 6S SZ 866T/ZZ/b0 5e d %236 e Cyyt3t4�b81�S SE=LT 866T-zZ-21dd PAR: R326 025. , PAR: R32e 135.OJ2 KEY: 239922 TAX CODE:400 KEYS 395076 TAX CODE:400 �1 NEW ENGLAND TEL 6 TEL CO HYANNIS AREA ECON DEVL CORP PROPERTY TAX DEPT, 31ST FL 1441 RT 132 1095 AVE OF THE AMERICA$ NYANNIS MA 02601-000O NEW YORK NY 10036-0000 PAR: R326 021. '~ PAR: R295 019.X02 PANT 8326 004. KEY: 239888 TAX COOE:400 KEY: 413109 TAX COGES400 KZY: 239T17 TAX C00ES400 1 BARNSTABLE. TOWN OF (RUN) CAMPBELLIMASSACHUSETTS TR AAS;ACHUSETTS, COMMWLTH OF 367 MAIN STREET ZCAMPBELL, JAMES EST OF 1JJ CAMdRXOGE ST HIANNiS MA 02601-0000 425 CALIFORNIA ST, STE 1000 3%ST0A AA 02114-0000 SAN FRANCISCO CA 94104-0000 PAR: R326 022. PAR: R326 135-002 PAR: R326 135.UJ1 KEY: 239397 TAX COOE:4CO KEY: 395076 TAX CODE:400 KEY: 395067 TAX COOE:400 BARNSTABLE, TOWN OF (MUN) HYANNIS AREA ECON DEVL CORP HYA,4AIS AREA EC44 DEVL CORP 367 MAIN STREET 1431 RT 132 1461 RT 132 HYANNIS MA 02601-0000 HYANNIS MA 02601-0000 4VA144I3 MA 02601-0000 PAR: R326 024. PAR; R326 023. PAR: R326 001.001 KEY: 239913 TAX CoDE:400 KEY% 23990E TAX COOE:400 KcY: 394727 TAX CODE:400 ORANETI. MARSHALL HYANNIS AREA ECON DEVL CORP dAANSTAdLE• TOWN OF (RUN) C/0 BETSY NEWEIL TRS 1481 RT 132 $07 MAIM STREET 25 BRAGG$ LANE HYANNIS MA 02601-0000 NYANNIS AA OZ601-0000 BARNSTABLE MA 02630-0000 P44; R326 061.0JA PAR: R326 027. PAR: 4327 264. KEY: 441639 TAX COoE:400 KEY: 239931 TAX CODE;400 KEY: 243766 TAX CODE;400 BARNSTABLE, TOWN OF (NUN) BARNSTABLE HOUSING AUTHOR•T MLdOS, CHRISTY $ JAMES TRS C/O STRUCTURES a GROUNDS 146 SOUTH ST XCHRISTYS MARKET, INC dJ0 PITCHERS WAY HYANNIS MA 02601-0000 TRIN4ALI, CAROL/PROPMNGR HYANNIS MA 02601-0000 22 CHRISTYS ORIVc dROCKTON MA 02401-0000 PAR: R327 263. PARS R327 101. PAR: R327 109. KEY: 243757 TAX CODE:400 KEY: 242044 TAX CODE:400 KEY: 242115 TAX CODE:400 NEW ENGLAND TEL 6 TEL C) BARNSTABLE, TOWN OF (MUN) SCUDOcR, RICHARD M I PROPERTY TAX DEPT. 31ST FL 367 MAIN STREET 6CUODER, F F I1, R M 1025 AVE OF THE AMERICAS NYANNIS MA 02601-0000 3') JCEAN ST NEW YORK NY 10036-0000 HYANNIS MA 02601-0000 PAR: R327 102. PAR: R327 103. PAR: R327 106. KEY: 242053 TAX COOE:400 KEY: 242062 TAX CODEZ400 KEYS 242099 TAR CODE:400 OTTAWAY NEWSPAPERS INC CAPE COD BANK i TRUST CO KARATH, ELAINE 317 MAIN ST 307 MAIN ST P 0 dOX 1329 HYANNIS MA 02601-0000 HYANNIS MA 02601-0000 HYANNIS AA 02601-0000 PAR: R327 102. PAR: R327 107. PAR; R327 111. K9Y: 242OS3 TAX CODE:400 KEY: 242106 TAX CODE:400 KEY; 242133 TAX COOE:400 OTTAWAY NEWSPAPERS INC HANNEY, WILLIAM, J TRS PLOTKIN, THEODORE 6 319 MAIN ST 807 WASHINGTON ST PLOTKIN. RICHARD NYANNIS MA 02601-0000 STOUGHTON MA 02072-0000 P J dOK 9967 RIVIERA BEACH FL 33419-0000 P4A: R327 112- PAR: R327 313. PAR: R327 114. KEY: 242142 TAX CODE:4CO KEY: 242151 TAX COOE;400 KEY: 242160 TAX CODE:400 PLOTKIN. THEODORE YETNAN, KE14NETH 8 LOUISE MANGALJ, MICHAEL C RICHARD PLOTKIN TRS NANTUCKET SOUND P J dJX 2128 63 CROSS ST 137 PAWKANNAWKUT OR NYANNIS AA 02601-0000 CHATHHHAM MA 02633-0000 S YARMOUTH MA 02664-0000 S0 39dd G�0-d T NOSNIIS Z9380EV80S 6S:SZ 866T/ZZ/b0 9C� d x86 Z9980zveos 92:LT 866T-zz-ZIdU PAR: R327 115. PARS R327 116. KEY: 234673 TAX COOE:400 KEYS 242188 TAX CODE:400 [EI: R327 24373939 TAX COOE:400 DINANNO. JOSEPH A UNITED STATES Of AMERICA 118 MAIN ST POST OFFICE dARNifABLE. TOYS) Of (RUN) MAIDEN MA 02149-0000 HYANNIS MA 02601-0000 HIANNIB367 N STREET 4A 02601-0000 • PAR: R327 110. KEY: 242124 TAX COOEs400 �. NOTES. TERRI L 33 OCEAN ST NTANNIS RA 02601=0000 90 39t7d GK0 T NOSNIlS Z9980Eb80S 6S:ST 866T/ZZ/b0 Led %i36 Cyyt3b�:Vi31dS _._- 9�:L'6 866[—zz—cldd Proof of Publican ¢F4:.. $ 77 .mot ,y+..,:-- .a ri, - -TavrnHof Battrsitmble Zoning Board of Appeals Notdoe of Pubgo Hearing Under The Zoning Ordinanee 7' for March in. logo To all persons Intimated in,or affected by the Board of Appeals under Sec.11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and ad amendments thereto you are hereby noti ted that 8:00 P.M. Honeysuckle Hill Bed and Breakfast Appeal Number 1998.38 C.William 8 Mary 0.10lbum d/b/a Honeysuckle Hill Bad and Breakfast have petitioned to the Zoning Board of Appeals fora Special Pem>ft pursuant to Section 3.1.4(3XG)Bad and . Breakfast.The petitioners are reapplying fore pnavtousty granted Bed and 8makfast Special Permit as new owners, as required by Section 3-1.1(3XF). The property is shown on Assessor's Map 133.Parcel 056endiecommonlyaddressedas591 Main Street/Route 6A, i West Barnstable.MA In an RF Residential F Zoning District. 8:00 P.M. Honeysuckla HIII Bed and Breakfast •Appeal Number 1998.39 t C.AlIllam b Mary.G.Kitbum d/b/a Honeysuckle Hill Bed and Breakfast have applied to the Zoning Board of Appeals for a Variance to modify the previous Variance granted in Appeal Number 1997-88 by amending Conditlon N8 to prohibit Internally illumniated signs and deleting Condition N 13 to allow the transfer to the present owner.The property is shown on Assessor's Map 133.Parcel056 and is commonly addressed as 591 Main Street/Route 6A. West Barnstable.MA in an RIP Residential F Zoning District. - 8:00 P.M. Honeysuckle Hill Bed and Breakfast 'Appeal Number T998.40 C.William 8 Mary G.IUlbum d/b/a Honeysuckle HIII Bed and Breakfast have applied to the Zoning Board of Appeale for a Variance to Section 3-1.4(3XG)which Incorporates the provisions of Section 3-1.1(3XF)W to allow a Bed and Breakfast with a maximum of ten(10) guests In five(5)bedrooms by modify(ng the six(9)guest/three(3)bedroom lWtatlon Imposed In Section 3-1.1 OXF)(b).This appeal Is in the alternative to Appeal Number 1998• ' 39.The property Is shown an Assessor's Map.133.Parcel 056 and is commonly addressed as 591 Main Street/Route aA,West Barnstable,MA In an AF Residential F Zoning District. j 9:15IP.M. French _ Appeal Number 1998.41 I Donna and W 1lllam H.French,Jr,have petitioned to the Zoning Board ofAppeala fora Special Pertrut foreFemityApartment puraitantto Section 3-1.1.(3XD)of the Zoning Ordinance.The property is shown an Assessor's Map 349,Parcel 54 and Is commonly addressed as 60 Oakmont Road,Oinvnequld,MA in an RF-1 Residential F t Zoning District. 8;30 P.M. GMRI.Inc Appeal Number IVM42 GMRI-General Mills Restaurant, Inc.(d/b/a The Olive Garden Italian Restaurant)hoe petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 5.3.3 Special Permit Provisions for a modification of Condition M9 of Appeal No. 1994-04.as amended inApped Number 1995-60.The petftlonerls seeking to have use of lounge during such hours as may be approved by Town of Barnstable Ucensing Authority.The property Is • shown on Assessor's Map 294.Parsec 042 and Is commonly addressed as 1095 fyanough ' Road/Route 132.Hyannis In an-HS Highway Business OiatAct b RB Residential B Zoning 01strict ' 8:45 P.M. Bell Atlantic Nynex Mobile.Inc. Appeal Number 1998-43 Bell Atlantic Nynex Mobile,Inc.-has petitioned to the Zoning Board of Appeals for a Special Perrriit pursuant to Section 4.4.4(2) Nonconforming Building or Structure Not Used as Single or Two Fernify Dwellings and/or Section 4-4.5(2)Expansion of Pre-exleting Noncon— forming Use and/or to the extent required for modification of Special Permit No. 1962.43 which authorized the construction ofthe cellular towerand antenna.The petitioner Is seeking to extend the structure an additional four(4) feet in height.The property Is shown on Assessors Map 326.Parcel 025 and Is commonly addressed as 49 Ocean Street,Hyannis, MA in an RB•1 Residential B•1 Zoning District. 9;00 P.M. Trotto Appeal Number 1998-44 John Trotto has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 33.6(3)(A)Conditional Use for Parcel 24 and Section 3-3.6(2)Accessory Use for Parcel 25.001 to allow retell auto series as an accessory use to an existing commercial building.The property Is shown on Assessors Map 269.Pamela 24 325.001 and commonly Addressed as 498 6 484 West Main Street. Hyannis, MA in the HB Highway Business DlaMrt. 9:05 P.M. Trotto Appeal Number 1998-46 1 John Trotto has applied to the Zoning Board of Appeal for a Variance to Section 3.5.2(7)(C) WP Wellhead Protection Overlay District and Section 3.3.6(6)Bulk Regulations.A variance for lot coverage Is required for Parcel 24.The applicant is proposing to make some exterior structural improvements to the near of the existing commercial building of,parcel 25.001 and sold Improvements require avariance for the allowable zoning bulk regulations.The property Is shown on Anseasoes Map 269.Parcels 24 6 25.001 and commonly addressed a,498 6 484 West Main Street.Hyannis,MA In the Hb Highway Business District. These Public•(iaanngs will be hold in the Hearing Room;Second Floor.New Town Hall,367 Main Sleet Hyannis, Massachusetts on Wednesday. March 18, 1998, All plans and applications may be reviewed at the Zoning Board of Appeals Office,Town of Barnstable. Planning Department,230 South Street,Hyannis.MA. Emmen Glynn.Choiman Zoning Board of Appeals The Barnstable Patriot - February 26 b March S. 1998 L0 39Vd QZIOd '8 NOSNIlS Z9980Eb809 6S:ST 866Z/ZZ/t10 * •ARNS MIX • - 9�Ar1MAM 9. A The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner January 12, 1998 Attorney Michael Ford P.O. Box 665 West Harwich, MA 02671 Re: SPR-092-97 Bell Atlantic/NYNEX, 49 Ocean Street, Hyannis (326/025) Proposal: 4' extension on existing 100' tower. Dear Mr. Ford, The above referenced proposal was reviewed at the Site Plan Review meeting of January 8, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance and forwarded to the Zoning Board of Appeals with the following conditions: • Applicant must file and receive approval from the Hyannis Main Street/NVaterfront Historic District. Possible paint color of Tower must be discussed. • File with Zoning Board of appeals for a Modification of the Variance. • Board of Health must receive report re: Radiation. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner _.� \� A s Office(1st floor) Map � Lot Permit# Conservation Office(4th floor) ��- Date Issued '013 5� Board of Health(3rd floor)(8:30-9:30/1:00-2:00) Fee Engineering Dept.(3rd floor) House#1co ON ohm 14mimmkii6dg.) 19 ENGINEWB$ TOWN OF coN�U�oN ��o$ O RNSTABLE Building Permit Application . Project Street Address ©cegg �sqRE2"- Village �► .Owner kx—W- E4� 6uwt� Address l C)C AO Ej'�E"'- Telephone <5i� Permit Request co A Total 1 Story Area(include 1 story garages&decks) square feet C (�� bz P l�'' Total 2 Story Area(total of 1st&2nd stories) square feet g q Estimated Project Cost $ d,:�)CJ, d d Ll / Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type N pt1L W VM \JE�)E�� Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished w Old King's Highway Number of Baths No.of Bedrooms I�f� Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name ('�,I �� � Telephone Number S�) ,2 q gg, Address � ��® �J�, License# d 6 �Ce Home Improvement Contractor# Worker's Compensation# (� ,O !�-C� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,r DATE 9^_ �f BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY gg f;: z PERMIT NO. #989,5 ^. DATE ISSUED August 23, 1995 MAP/PARCEL NO.{' 326.025 ADDRESS 49 OeQanl Street VILLAGE Hyannis, MA 02601 OWNER New En.gladd Tel & Tel Co. DATE OF INSPECTION: t FOUNDATION f � FRAME , INSULATION FIREPLACE t ELECTRICAL: ROUGH EINAL PLUMBING: ROUGH FINAL GAS: RgUGI.• FINAL J .. FINAL BUILDING C�59-t DATE CLOSED OUT ASSOCIATION PLAN N IVO:-1'94 17:02 V6 177277122. DEFT WM sVLli' ColmnonweAL of Mamach"deffj 600 Wad&e#=sty a 4waffA 02f!! James compb8a � _ = COMMftsimw Workent Compensation ltunraaoe Affidavit with a principal place of business at: ' L , do hereby cerdfy under the pains and penalties of perjauy, thaM [ am an mployer providing workers' compensation o0verage for my employees we this job. , La` Lf/Coo00 Insurance Company Policy Number () I am a sole proprietor and have no one working for the in any capacity 0 general eontr=r or homeowner (dada one) and have fir i ant a sole proprietor,con cors ilsced below who h ea ave the following workers' oonspsaQoa poficies cy Contraaaor Insurance Company/Por Co nuaaor insmra = Company/Po>�icY Contactor insla=ce Companyfflc icY O [ am a homeowner performing an the work myself. 1 Lanctmond*.hn a cat;,of Ltis srtenwm ww tie fwmrded M the OMM of T otes of dtd MA for covege vadcalm and lost ac:e.ge:s«G:•-ed under Seaion ZSA of MGL 1 SZ can ieso M Me Of Oft OfUP!O St,51 .yarn' ieetp'ito�am as well as civil penaides in the foyer.ef a STOP WORK ORDER ad a fine of Si00.00 a day Mhm Signed this day of Licens oftme Building Depm m�tent Licensing Board Seletun�s Office . 1. •.�. _ � +• . -chi; c• ._� -- COMMONWEALTH DEPARTMENT OF PUBLIC SAFETYe0 OF ONE ASHBORTON PLACE MASSACHUSETTS BOSTON,MA 02108 � . LICENSE EXPIRATION DATE CONSTR. SUPERVISOR CAUTION 0 2/14/19 9 6 EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB NONE 06/30/1993 026870 PRINT IN APPROPRIATE BOX ON LICENSE. JOSEPH V OLOUGHLIN � DENNISAMA 02638 USTI INCLUDE OPERATORS MUST INCLUDE PHOTO. PHOTO(BLASTING OPR ONLY) FF a- - ri 10. 3 n NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY - HEIGHT:. STAMPED-OR-SIGNATURE OF THE COMMISSIONER _ THIS DOCUMENT MUST BE « SIGN NAME IN FULL ABOVE SIGNATURE LINE CARRIED ON THE PERSON OF SIG RE OF UG r�r,7.;,1 ✓ THE HOLDER WHEN EN_ OTHERS-RIGHT THUMB PRINT GAGEDINTHISOCCUPATION. : . IM The Town of Barnstable gb MAS& Department of Health, Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 31, 1995 Allan Steele Cellular One 100 Lowder Brook Drive. Westwood, MA 02090 Re: Site Plan Review Number 49-95 Cellular One 49 Ocean Street, Hyannis. Dear Mr. Steele: The above referenced site plan is approved. Please be informed that you must comply with any conditions listed on the Certificate of Review and that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7 .8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Should you have any questions, please feel free to 'call. Res ctfully, Ra ph Crossen Building Commissioner RMC/car enc. S01091C L �F�ph.LlTY 4* �. { UNITED STATES IFQI�IEILII ,r t ,),gUTAR ANTY COMPANY (A Stbck comdany) k. 24 0120 13691 97 1 BONDNUMBER .............................................................. i KNOW ALL MEN BY THESE PRESENTS, That we Noreast Engineering and Construction Corp. , 144 y ..... ........................................................................... ;.... a ............................................................................................. Quincy Shore Drive, Suit ;;, 125, P.O. Box 7123, Quincy, MA 02269-7123 1 (hereinafter called the Principal), and UNITED STATES FIDELITY.AND GUARANTY COMPANY, a Maryland corporation (hereinafter called the Town of Barnstable, MA. Surety), are held and firmly bound unto .......................................:..................................................................................................................................... ................................................................................................................................................................................................................................................. .................................................................................... ........................................................................... =" Five Thousand and ------------------------ (hereinafter called the Obligee), in the full and just sum of .................. 00/100 .............................................. .. dollars, lawful money of the United States, for the payment of which, well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. r.., WHEREAS. The said Principal has executed and entered into a certain contract with the said Obligee dated January 7, 1997 Landscaping at New England Telephone & Telegraph Building, 49 Ocean Street, Hyannis/Barnstable, MA. f in said contract described; which contract is hereto annexed. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall well and truly perform f;t and fulfill all and every the covenants, conditions, stipulations and agreements in said contract mentioned to be performed and fulfilled, and shall keep the said Obligee harmless and indemnified from and against all and every claim, demand, judgment, lien, cost and fee of r;- every description incurred in suits or otherwise against the said Obligee, growing out of or incurred in, the prosecution of said work accord- ing to the terms of the said contract, and shall repay to the said Obligee all sums of money which the said Obligee may pay to other persons on account of work and labor done or materials furnished on or for said contract, and if the said Principal shall pay to the said Obligee all damages or forfeitures which may be sustained by reason of the non-performance or mal-performance on the part of the said Principal of any of the covenants, conditions, stipulations and agreements of said contract, then this obligation shall be void; otherwise the same shall remain in full force and virtue. IT IS. HOWEVER, MUTUALLY UNDERSTOOD BETWEEN THE PARTIES HERETO, That in no event shall the Surety be liable for a greater sum than the penalty of this bond, or subject to any suit, action or other proceeding thereonthat is instituted later than ................................................................................................................................................................................ PROVIDED, HOWEVER,That in the event of any default on the part of said Principal in the performance of any of the terms; covenants ra or conditions of said contract, or in the event of any claim, demand, judgment, lien, cost or fee being obtained or made ag,inst�thtt E ; Obligee, for or on account of the prosecution of the work as aforesaid, written notice thereof, with a statement of the principal facIs, iftg such claim, demand, judgment, lien, cost or fee and the date thereof, shall within thirty days after the same shall have come to,the.)hatice. r ;i of the-said Obligee, be given to UNITED STATES FIDELITY AND GUARANTY COMPANY, at its office in the City of Baltimore Ar land. u� It PROVIDED, FURTHER, That the Surety shall not be obligated to furnish any bond or obligation other than the or=e exe'cufed. t Januar 7 1997 Signed, sealed and delivered y . r (Date) ,y I ° Witness as to , f Noreast Engineering and Construction Cordm� .�.✓g Principal.......................................... ........................................................ ................ f ........ (S al J I UNITED STATES FIDELITY AND GUARANTY.COMPANY I .. .. ............ . dy A. Dean Attorney-in-Fact Contract 16-17 (2-58) --- - —_- - - - - I 1314396 United States Fidelity and Guaranty Company w Power of Attomey p U S F G No. 109803 Know all men by these presents:That United States Fidelity and Guaranty Company,a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore,in the State of Maryland,does hereby constitute and appoint John J. Curtin, Jr Richard F. Caruso, Pamela R. Curtin, Judy A. Dean., Patrick J. Palmisano and Jeremy M. Curtin of the City of Lexington State of Massachusetts its true and lawful Attorney(s►-in-Fact,each in their separate capacity if more than one is named above,to sign its name as surety to,and to execute,seal and acknowledge any and all bonds,undertakings,contracts and other written instruments in the nature thereof on behalf of the Company in its business of quaranteeing the fidelity of persons;guaranteeing the performance of contracts;and executing or guaranteeing bonds and undertaking required or permitted in any actions or proceedings allowed by law. In Witness Whereof,the said United States Fidelity and Guaranty Company,has caused this instrument to be sealed with its corporate seal,duly attested by the signatures of its Vice President and Assistant Secretary,this 29th day of March A.D.19 96. United States Fidelity and Guaranty Company, (Signed) By ............. .... ..... .�-.. -....... ............ Vice President (Signed) By ..... .... ... .... ... +.. ..... Assistant Secretary State of Maryland) SS: i Baltimore City ► �(�1� Imo` On this 29th day of March .A.D.19-,�,before me pers�on�alI me Gary A.Wilson Vice President of United States Fidelity and Guaranty Company,and Thomas J.Fitzgerald,Assistant Secreta 6said Company,with both of whom I am personally acglinted,who being by me severally duly sworn, said,that they,the said Gary A.Wilson and Thomas J.Fitzge�fdwere respectively t et Vick esident and the A s st n Se}cretary of the said United States Fidelity and Guaranty Company,the corporation described in apd` N executed the foregoin wer of Attorney;that thegy'�e,aeh knew the seal of said corporation;that the seal affixed to said Power of Attomey was such corporate al,, at it was so affixed b }der of the Board of�eetgrs�of said corporation,and that they signed their names thereto by like order as Vice President and Assistant Secretary,respectively,of th#Company. y My Commission expires the 1st day out A.O.19 9 g � 1 (Signed) By.... i` ....- .. we ry Pubf ,tR�an�P O This Power of Attorney is granted under and by p4S or ty of the following Resolutions adopted by the Board of Directors of the United States Fidelity and Guaranty Company on September 24,1992: Resolved,that in connection with the fidelity and surety insurance business of the Company,all bonds,undertakings,contracts and other instruments relating to said business may be signed,executed,and acknowledged by persons or entities appointed as AttorneylsFin-Fact pursuant to a Power of Attorney issued in accordance with these resolutions.Said Powerls)of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman, or the President,or an Executive Vice President,or a Senior Vice President,or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary,under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing AttornosFin-Fact for purposes only of executing in and attesting bonds and undertakings and other writings obligatory in the nature thereof,and,unless subsequently revoked and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. Resolved,That Attorney(sEin-Fact shall have the power and authority,unless subsequently revoked and,in any case,subject to the terms and limitations of the Power of Attorney issued to them,to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,and other writings obligatory in the nature thereof,and any such instrument executed by such Attorney(sFin Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I,Thomas J.Fitzgerald,an Assistant Secretary of the United States Fidelity and Guaranty Company,do hereby certify that the foregoing are true excerpts from the Resolutions of the said Company as adopted by its Board of Directors on September 24,1992 and that these Resolutions are in full force and effect. I,the undersigned Assistant Secretary of the United States Fidelity and Guaranty Company,do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof,I have hereunto set my hand an seal a United States Fid .ty and Guaranty Company, on this 7 th day of January .19 97 <.......` `u�`... ... ... .. .............................. rmruam Assistant Secretary e INS ? FS 3(5.95) f H & K �IVSURAI�rCE GENCy INC. 162 Main Street. Watertow , MA 02 1 72-4 409 January 17i _996 Town of Hy rzr s Building D partrrient rax# (SOB) 790-6230 i Building C epartMent, i �7orthe�asr_ Cunstruct.ioY1 Maz.acrp,nPr:t is my client . We are cuxre;xtly wiorr:ing on obtaining a Performance Band for you for the completion of the outside work. This may take a few days to obt In but I want to assure you that securing this for Northeai t is a prioxity in our office. Should you have any geustzos please feel free to contact vie. i I I Sincex'el.y, 1 I Dara 1y�-r.Kil roy?n'yv�� L-800-890-5406 ext 212 i i I I 1 I I I I I I I I H 8 K INSURANCE AGENCY, INC. 6j7.924.,Wo FAX 617-926-0912 I T01tiL P.31 DEPARTMENT OF PUBLIC SAFEW ONE AStB1JRTOH PLACE, RM 230I tr; BOSTOI7, ...021�8-16 Z8 N ngbe-r' Expires s /$ / ::^ ; Restricted To:. .00 MANUEL F OLIVBIRA !+!- �- _�ge bot", fold , Sign on 4 i RAY ST *• _Y •'}"- la�i Hate 1j oeE1sE B2726 E. :reep tap. for receipt' and change �. fr ficatian. ILL • The Communwealth of Massachusetts u7 _.so' y; Deepartment of brdustrial Accidents . 011lcealla>v�lg�cas it i .,# i•�` 6001ii irsbint ton Sircc7 " Bos7on.Manx 92111 Workers' Compensation Insurance-Almdavit Annlicani in`fnrmatinn= - - - - name' Nrr 7`f r r— /.?L-7_1_-47Z A-K)7/C_'%YYOC-7S location• Cin, NY nhone# /•612- 5P32--/Zci ❑ lam a homeowner performing all work myself. ----- -- ❑ 1 am a sole proprietor and have no one working in any capacity L= 1 am an employer providing workers' compensation for my employees working on this job. 1 tmm�nn3•nnmr! IWILL-A57 L7UC— 5r� Ctoyri CcYL/� /- -- -- asldrrss• /�1�f ZRIAl o. e cih•: 1 .t jrlGy nhnne#t insurnnce ro_ 1 1 G nonce# \/[' .O 8d 41 r� 8 9. br. ❑ I am a sole proprietor,general contractor,or homeowner(cirric one)and have hired the contractors listed below who hav the following workers' compensation polices: tr mnanv nnmc• address• eih•• Rhone#., insurnnce co '• nelic�•# • ' L.......�ii' •+. T._.. _ _.�arn�.'.aa`�?�s'�r';�.�'�"'�n' sa - �v��E!°g'�+�R7+r� _ .A�3± +"�'#! r erimnam•name• address-, cirr: nhone#! iesurtnee co- "lice-4 •' Atfachaddltldt al*sheet ifriecessar Failure to secure c enre as required under Section 3A of AIGL 152 can lead to the imposition of criminal penalties of s Ilse up to SIStlu and/or m one years'Imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of SI00.00 a day aptinst me. 1 understand that a COPY of this statement maybe forwarded to the 011ice of Investiptions of the DIA for covet p verifiation. I do hem ccrdj}•under t/te pains and penalties ojperjur/•that the iafotrrtarioa prorided above is true and c/orrrrt Print name o br,_ , A Idlefi`ie�Li_� �, Phone# _/--g,'/)-4')9 — 973 Fdtvor nly do not write in this area to be completed by city or town otlicial permit/license# riguildinp Depsrtment DUcensing hoard:•mmediate responseis required Oseleetmeas Olrice�Ilealth Departmentn• phone N; nOther. 5-96 THU "3: 00 PM TWINER-O"K INS, 'GENCY F AX N 0. 617 67 3 0 I_] P', 9, A CORDna A DATE(MM1O' RT E----� f RAW PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Twinbrook Insurance Agy, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 181 South Franklin. Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Holbrook, MA 02343' COMPANIES AFFORDING COVERAGE COMPANY L A Pacific Insurance Co (XS BRokers) INSURED COMPANY -------------- Garweth Corp & Noreast B TIG Insurance Enginerring,&Construction Corp COMPANY P 0 Box 7123 C Quincy, MA 02269 COMPANY D POLICIES OF INSURANCE LISTED BELOW HAVE BEEN IS TO CERTIFY THAT THE PO kS'I `S" THIS TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES OF-SCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO I TYPE OF INSURANCE POLICY EFFECTIVE POLICY RATION! LLTR POLICY NUMBER DATE(Mwrjoiyy) DATE(Em%ploaryy) LIMITS �GENERAL LIABILITY jr, x -OMMERI-1, GENERAL AGGREr�ATE s 2 000 000 'r COMMERCIALCENERALLIAaLITY Z10004186 4/1/96 4/1/97 PRODUCTS•cnrlr/tDP A(30 S 1,000 000 -LA CLAIMS MADE 1�1 Or-CUR PERSONAL ADV INJURY $ 1,000 000 OWNER'S h CONTRACTOR'S PROT I EACH OCCURRENCE $ 1 000 000 FIRE.gAMAGE(Any Dne fire) MED EXP(Any one pernon) AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS B'DOILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS POE,LY INIURY I NON-OWNED AUTOS i I(Per ac,616no PROPERTY DAJ','AGF F— GARAGE LIABILITY AUTO ONLY,EA AC-CID ANY AUTO OTHER THAN A11TO Dr:! FACH ACCIDENT S A,('GRcGATE.S EXCESS LIABILITY EACH OCCURRENC*1 UK12RELLA FORM AGGREGATE OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND N.0 STATU- ENIPLOYERS'LIABILITY i X ER E.L H AGCOENT 5 -50-0,00-0) B THE PROPRIETOR/ 1001. WCP00417890 PARTNER��Z 12/18/95 SEASE-POL10Y L;'.1IT S XECUTIVE 500 000 OFFICERS ARE 1EXCLI I EL CY.^.EASF EA EWPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATtONS&OCATIQtJSIV2141CLESISPECIAL ITEMS ....... ONE SHOULD ANY QF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS"%TTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY C-,-ANW KIND UPON THE Ccm,4NY, ITS AGENTS'OR REPRESENTATIVES. A 0 1zq REPRESENT .......... ...... ............ .......... A f �. 04 �IKE BAJWABM • A'KAM 16 9. p The Town of Barnstable FD MA'S Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner November 13, 1996 Attorney Michael Ford 72 Main Street PO Box 665 West Harwich, MA 02671 SPR-97-96 NYNEX Mobile, 49 Ocean Street, Hyannis, (326/025) Proposal: Place a 365 sq.ft. prefabricated telephone equipment shed with associated electric service, foundation&accessories. Dear Mr. Ford, The above referenced site plan was reviewed at the November 7, 1996 meeting of Site Plan Review and deemed approvable with the following condition: • Landscaping must be completed first. Also please submit two copies of the landscaping plan to Site Plan Review. Please be informed drat a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Department. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner cc Robert Wetherbee, Northeast Engineering J UN—I U-00 11UH 0-ILK a �f , QtI �0 ' (ffx'e� o1 gGd 4 gam WTLIJAM E.WELD aala� �� 02�08 KENTAROTSUTSUMX G.rvcrncrr Chairman KATHLEEN M.O'rOOLE THOMAS L.ROCERS Sccrrtary TEL: (617)727-3200 FAX: (617)227-1754 Administrator April 10, 1996 Fiberbond Corp. 1300 Davenport Drive Minden, LA 71055 Re: Annual Re-certification in the Massachusetts Manufactured Buildings Program MC #159 To Whom It May Concern: This letter is to confirm that your certification in the Massachusetts Manufactured Building Program as a producer of Manufactured Buildings has been renewed for the period of May 1, 1996 through April 30, 1997. This renewal is contingent upon compliance with all previously listed conditions of your approval and compliance with the provisions of the Massachusetts State Building Code, Electrical Code, and Fuel/Gas Code. Yours truly STATE BOARD OF BUILDING REGULATIONS AND STANDARDS zz st..¢p Thomas I Rogers Administrator cc: MA Board of Examiners of Plumbers and Gas Fitters MA Board of Examiners of Electricians JUN-1071996 14:53 97% P.02 J" engiqeeiing Dept. (3rd floor) Map Parcel 02MePermit#_ Q House# - 'Date Issued Board of Health(3rd floor)-(8:15 - 9:30/1:00-4:30) ! � ee _ Conservation Office(4th floor)(8:30-9:30/1:00-2:00) 1st floor/School Admin. Bldg.) 9 4�R ' C0 4H�B !!<!� oved.by Planning Board 19 C) TOWN OF BARNSTABLE '�°"'"''�� , Building Permit Application Project Street Address 4�j' � (� { Village am ii i ' OwnerQVI, (040 ; Address 9 � /W Telephone 1 ' Permit Request pa,r "i + : _ tF 1 i 4-)�A (_1A k4 ;' ,, First Floor ) square feet Second Floor square feet Construction Type `- Estimated Project Cost $ T ���Q(/ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No . On Old King's Highway p 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 No. 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 - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed�(size) ❑Other(size) ;Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ _. Commercial JkYes ❑No If yes, site plan review# _�lJZ� - T Current Use [uSk L-Ae Cry c•:},ram,�" Proposed Use r Builder Information Name Telephone Number 5-0 6- 6 S-' ?(S4- Address V-e- License# s 3 �j AZa&c MA- LI/7,60 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR tP�IERM51T DATE R-7— ZBUILDING NrDT E FOLLOWING REASON(S) FOR OFFICIAL USE ONLY =. PERMIT NO. - DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION:' FOUNDATION. - FRAME INSULATION + - FIREPLACE ELECTRICAL: ROUGH FINAL ; PLUMBING:' I FINAL Y .� vFam k GAS: 4 s FINAL - -r , FINAL BUILDING DATE CLOSED OLJZ + j oacat ASSOCIATION PLAN NO. , A The Commonwealth of Massachusetts �;_ Department nt of Industrial Accidents iiwOffice'ol/nyest*1711ois " � 600 ll<a.viting-ron Stret Boston, Alas. 02111 Workers' Compensation Insurance Affidavit ' �hpli61*iR i'nfortnat Mia!a PR(]VT' name: location: city nhone# I am a homeowner performing all work myself. I am a sole proprietor and have no one working; in any capacity r .+w•`q!o'!'^'.w.�s.............. .wu.wy.�+....and.•.�•...w.......�..,,�..•.._r...«_.....:. I am an emploverg providing workers' compensation �for my employees working on this Job. comp •any n roe: 60, �. 4e.,y1e , 4 ✓�"�— addreas• r i. t 1J2"iln,tcSL� city• I. MA_ Ot?60� 11hone#• Lt . insurance co. nolicv# &G—a Q 1000 0 1 I am a sole proprietor• general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city: nhone#• insurance co. nolicv# '-. ._ ..;rt.::•:!:... ;Yw. __ _ '-Z•Y•^- •_ �.^..__ _��^^.V:� �iT"I!9wRy.�,�. _ _ ..p..�u .t�..-._..__ _._..__._...... .._.�_.�....._. ._I-L._�ii'..-..�.._.w.._.u�.rL.i..Vlr•.rr..Jr:�.airr — - � � ,.�L-..�L:O�YV.... a_—�.rS compatn• name address: city: phnne#• insurance co. nolicv# Attach additional sheet if necessary; =• r`"� "�- >' "�•�� -•.�•.,,-w- -x'•"'�^''�'�'-' .y..��.....s.z�:..�..�::.:if::ti•�s�=r=-- �-Y��.ie..___,._ - r-r..—�--..._r-•_..-:iyar•�:it�ir.•:w�r�.+s. Failure to secure coverage:ts requircJ under Section 25A of A1GL 152 can lead to the imposition of criminal penalties ol•a line up to 51,500.00 andiur unc years' imprisonment as welt as civil penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a day against me. 1 understand that a cop} of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. 1 do herehveerrTfT3pdkr the pains affd tallies of perjuty that the information provided above is true and correct. J Sienat re _ Date Print ame7 Phone# Y :. official use only do not write in this area to be completed by city or town official Y' city or town: permit/license# rIBuilding Department oLiccnsing Board - O check if immediate response is required �Sclectmen's Office" 011c211h Department contact crson: phone#; �� p nUthcr �: f• I re�isc:l i:' I'1:\1 Information and instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law". an emploree is defined as every person in the service of another under any contract of hire, express or implied. oral or written. An entplurer is defined as an individual, partnership, association, corporation or other legal entity•, or any two or more o► the fare�_oin�- enga�_ed in a joint enterprise, and including the le-al representatives of a deceased employer, or the receiver or trustee of an individual , partnership. association or other legal entity, employing* employees. However the rnyner of a dwelling house haying not more than tluee apartments and wlio resides therein, or the occupant of the dwelling- house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the ,rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that even• state or local licensing agency shall.withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for an-,- applicant who leas not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contrast for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter hay been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying, company names, address and plione numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law' or if you are required to obtain a workers' compensation policy. please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number wliich will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. Tile Office of Investi=ations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 «'ashington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 C •� R T } r r O' N X V N t 4 f CD m i.. � a , r d ti G"f =• 6i xro(f kv UCf C) S O fD C 2+ N • t IKE MAM 9�ArE. A,O The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508=790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner November 13, 1996 Attorney Michael Ford 72 Main Street PO Box 665 West Harwich, MA 02671 SPR-97-96 NYNEX Mobile, 49 Ocean Street, Hyannis, (326/025) Proposal: Place a 365 sq.ft. prefabricated telephone equipment shed with associated electric service, foundation&accessories. Dear Mr. Ford, The above referenced site plan was reviewed at the November 7, 1996 meeting of Site Plan Review and deemed approvable with the following condition: • Landscaping must be completed first. Also please submit two copies of the landscaping plan to Site Plan Review. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Department. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner cc Robert Wetherbee, Northeast Engineering Oki . The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner July 26, 1999 L5 JUL 2 7 i Kevin Mason Wi!OF SARWSIA Tele orp Realty Z0N NG BOARD OF APPU 10 Tara Blvd.,Suite 500 Nashua,NH 03062 Re: Site Plan Review#052-99 49 Ocean Street,Hyannis,MA (map/parcel 326/025) Dear Mr.Mason: Your application for Site Plan Review has been approved You may now apply to the Zoning Board of Appeals for a Special Permit. A copy of that application is enclosed for your convenience. Please note that Site Plan Review approval is contingent upon the granting of approval from the Department of Public Health and your submission of that document to the Barnstable Health Division for their review and approval. This must all be accomplished prior to your Zoning Board of Appeals hearing. Sincerely, Ralph M.Crossen Building Commissioner RMC/km enclosure cc: Zoning Board of Appeals -file(2) g990726a The Commonwealth of Massachusetts William Francis Galvin,Secretary of the Commonwealth , Massachusetts Historical Commission. - July 19, 1999 � James Smalanskis Site Acquisitions WFI 10 Tara Boulevard,Suite 500 Nashua,NH 03062 Attn: Kevin Mason,WFI Project Manager RE: Telecommunications Installation,49 Ocean Street,Barnstable,MA;MHC#22127 . Dear Mr. Smalanskas: Staff of the Massachusetts Historical Commission have reviewed the information you submitted,received June 28, 1999,concerning the proposed project referenced above. The proposed project site is within the Hyannis Main Street Waterfront Historic District,a local historic district which is listed in the State Register of Historic Places. After a review of materials submitted,the MHC has the following comments. " The MHC understands that the proposed project involves the modification of a tower originally built in 1962. The proponent plans to install three panel antennae at a height of 65'. The associated equipment will be housed in four cabinets at the base of the tower behind a wood fence. After a review of MHC files and materials submitted,I have determined that the proposed project will have"no adverse effect"on the Hyannis Main Street Waterfront Historic District(36 CFR 800.5(b)and 950 CMR 71.07(2)(b)(2))provided the following conditions are met:(1)the proponent shall screen the exposed,section of the existing chain link fence with fencing to match the existing stockade fence;and.(2)the proponent shall plant a fast- growing evergreen at the base of the tower,per the stipulations of the Barnstable Historic District Commission. These comments are offered to assist in compliance with M.G.L.=Chapter 9,Section 26-27c,as amended by Chapter 254 of the Acts of 1988(950 CMR 71)and Section 106 of the National Historic Preservation Act of 1966,as r amended(36 CFR 800). Please.feel free to contact Ann Lattinville of my staff if you have questions. incerely; �udi h B.McDonough e utive Director , State Historic Preservation Officer Massachusetts Historical Commission K. `xc: . Barnstable Historical Commission Barnstable Historic District Commission Sarah Korjeff;Cape Cod Commission . z 220 Morrissey Boulevard,Boston;Massachusetts 02125 (617) 727-8470 Fah:(617) 727-5128 �TDD: 1-800-392-6090 Zuww.sta te.m Er.us/sec/l nhc Hyannis Main Street Waterfront g . Historic District Commission. NAM 230 South Street Hyannis, 02601 TEL- 508-862-46.65 / FAX: 508-790-6288 Appicatim to Hyannis Main street waterfront Historic District commission In the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the Issuance of a Cer68cate of Appropriateness under M.G.L Chapter 40C, The Histoic Districts Act for proposed work as described bebw and on plans., dravvin9s or photographs acoompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alteration Indicate type of building:❑ House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting:❑ 3.Signs or Billboards:❑ New sign 0 Existing sign ,❑ Repainting existing sign 4.Shuctm=❑ Fcace ❑ Wall [] Flagpole ❑ Other Communications tower - add 5. Paddng Lot ❑ NewBuildmg ❑ Addition (:I Alteration of three ( 3,) antennae (Please sea the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE May 17, 1999 49 Ocean St. 326 ADDRESS OF PROPOSED WORK ASSESSORS MAP NO. OWNER New England Telephone & . Tele'gA�s ORS LOT NO. 025 HOME ADDRESS 125 -High -Street Boston, MA TEL.NO. ( 617)- 743-7891 FULL NAMES AND ADDRESSES OF ABUTT'NG OWNERS.Include name of adjacent property owners across any public street or way.'(Attach additional short if necessary). See attached Sheet AGENT OR CONTRACTOR James >Smalanskas NO. (603) 897=2394 ADDRESS 10 Tara" Blvd', Suite 500 Nashua, N.H. 03062 - i DETAILED DESCRIPTION OF PROPOSED WORK; Give all particulars of work to be doae, inc detailed kraal foimdatioq chimney,siding,roofing,roof ludmg data on snch feature as: leaders,roofing and paint color,iac Pam'sash and doors,wind►and door frames, trim,gutters_ h the case of signs, hiding dials to be Used,if specifications do not accompany plans. give locatiions of existing signs and propo� locations of new si additional sheet,ifnecessaryl gns. (Attach Attach 3 antennas at a centerline of 65' to the legs of existing communications tower and Ce associated d the cabinets at its base. Antennas will beequipment the color of the tower le Painted to approximate s The tower is a pre-existing* (see attached photosimulation) . non-conforming structure. (see plans attached) LS�ped Owner-Contractor-Aged James Smalanskas ef or Commis RECEIVED RecelvL-d by HMSWHDc 4 w , MAY 2 4 1999 ' TOM OF BARNSTABL E Date Tune By WSTOW6 PREsEWWT*N Dr/, The Certificate is hereby: t . U OL f GHQ AppmvedIts Z/l�lT/ tl�. 5 �✓1� �1. I '�� -�' ♦ l �.! �V Y J I V l I V. Disapprdved 0 r< <I"T�p n v �S t°a' s-2r► b �t imJ� a� �n5��, which . 2 In ��- o� ex y �f°ckad� �cin )s inf-{O I ., c�G ' -ltnlc, Date �� �`� h¢,tshf-, Gfz sG► P s U IIviPORTANT:If this Certificate is ro � aPP �apP vaI is subj to the 20 '�►U W the Ordinance. a �3'aPPe�P �prom in K�I 3 401 ju ��'rrr�nrvu is , HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION SPECIFICATION SHEET*** T ADDRESS OF PROPOSED WORK 49 OCEAN STREET FOUNDATION k SIDING TYPE COLOR' CHIIvIINEY TYPE COLOR ROOF MATERIAL COLOR PITCH WINDOW COLOR TRIM COLOR DOORS COLOR SHU11iiiW s+ _ • a GUTTERS DECK t GARAGE DOORS COLOR` NOTES: Fill out completely, including measurements and mataials/colors to be used. Three copies of this form are required for submittal of an application,along with three copies each of the plot plan,landscape plan and elevation plans,when applicable.The Plot plan need not be"Certified",but should show all s0mtures on the lot to scale. Attach three ( 3) , 6-foot antennas to they legs of the existing. tower at :a' 65" centerline and place up to four (4) -,small refrigerator-sized equipment cabinets at the base. T 0g--30- 1 !3'3,B e. 10 = 11 3. RAJU4W wz NAM Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal Number 1999-89 -TeleCorp Realty, LLC Modification of Special Permit Number 1998-43 Summary: Granted with Conditions Petitioner: TeleCorp Realty, LLC Property Address: 49 Ocean Street, Hyannis Assessor's Map/Parcel blap 326, Parcel 025 Area: 0.75 acre Zoning: RB-1 Residential B-1 Zoning District - Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal is a 0.75 acre lot that is improved with a'17,890 sq. ft. telephone exchange building, a 104' communications tower, and'a 120 sq. ft. accessory building. This is the site of the New England Telephone and Telegraph Co. Building. The current use of the property is nonconforming because it is located in an RB-1 Residential B-1 Zoning District which only permits single- family residential dwellings as-of-right. � The existing tower structure and associated out-building were built in 1962, and are permitted by Special Permit No. 1962-43. Appeal Number 1962-43 granted a special permit for the extension of a Tnonconforming use by allowing the erection of a 100' tower and antenna structure and associated one- story building within this residential district. In March of 1998, the Board granted a modification of Special Permit No. 1962-43 to permit a 104'tower and additional attachments. TeleCorp is now proposing to install 3 panel antennae to the legs of the existing tower at a height of 65' and 4 equipment cabinets at the base of the tower. v1 - Procedural Summary: v This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 7, 1999. A public hearing before the Zoning Board of Appeals was dulynadvertised and notices sent to all O abutters in accordance with MGL Chapter 40A. The hearing was opened July 28, 1999, at which time the d Board granted the requested relief with conditions. Hearing Summary: Board Members hearing this appeal were Gail Nightingale, Richard Boy, Gene Burman, Dan Creedon, and Chairman Emmett Glynn. Attorney Peter Morin represented the applicant. Supporting staff included Jim Smalanskas from WFi-Entel Technologies, Inc., Dan Goulet, R.F. Manager, and Kevin Mason, Project Manager, Wireless Facilities International. A memorandum in support of this appeal was previously submitted to the file. Attorney Morin explained that this is a Modification of Condition#3 of Special Permit 1998-43, which states, "No future extensions of height nor equipment located on the tower shall be permitted without consent of the Zoning Board of Appeals."_TeleCorp is proposing to attach one flush-mounted panel antennae to each of the legs of the existing 104 foot tower at a height of 65 feet for a total of three antennas. The flush-mounted type antennas are much less visually intrusive. They are also seeking permission to place 4 equipment cabinets at the base of the tower. Computer'generated pictures were displayed to demonstrate how the antenna will blend in The applicant has received a Certificate of Appropriateness from the Hyannis Main Street Waterfront f Historic District Commission. The approval was subject to the applicant screening,the site with additional Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1999-89-Telecorp Realty,LLC Modification of Special Permit No. 1998-43 fencing and purchasing a hardwood tree to be planted on the Village Green. Attorney Morin also submitted a letter of approval from the Commonwealth of Massachusetts Historical Commission. Attorney Morin also reported that there was a problem with the alarm system at a hotel in the area. That was investigated, and it was determined, the cause was unrelated to the antennas currently on the tower. The problem has been resolved. Metter from Wireless Facilities International was submitted to the file. The Building Commissioner addressed the Board regarding the frequency interference. This tower site is located in the middle of the business district. The Hyannis Fire Department reported that there was a problem with the Hyannis Haborview Hotel's Fire Alarms going off. The FCC has had calls on this type of thing, but they have no way of knowing which antenna was causing the problem. TeleCorp looked into the problem and it was determined that their radio frequency could not cause such a problem and they found that the problem was with the alarm system itself. The Building Commissioner asked the Board if they could condition this Special Permit to make the applicant post a bond so if there is future interference with any alarms in the area, the Town could use the bond money to investigate the problem. Jim Smalanskas addressed the problem with the hotel's fire alarms. It was not a problem with the alarms but with the external fire horns. The problem was resolved internally when they changed the relay within their system. The new system is"state of the art" and R.F. immune. Attorney Morin also submitted to the file a letter of approval dated July 22, 1999, from the Commonwealth of Massachusetts, Executive Office of Health and Human Services, Department of Public Health, Radiation Control Program. Public Comment: No one spoke in favor or in opposition to this appeal. r Findings of Fact: At the hearing of July 28, 1999, the Board unanimously found the following findings of fact as related to Appeal No. 1999-89: 1. The applicant, TeleCorp Realty LLC, is seeking a Modification of Condition#3 of Special Permit Number 1998-43. The property owner is New England Telephone &Telegraph Co. d/b/a Bell Atlantic- New England. TeleCorp Realty LLC has executed a License Agreement with the owners, and has standing to seek the relief requested. 2. The property is located at 49 Ocean Street,Hyannis, MA as shown on Assessor's Map 326, Parcel 025, and is located in the RB-1 Residential B-1 Zoning District. 3. The property is improved with a 17,980 square feet telephone exchange building, a 104 foot communications tower and a 120 square foot accessory building. 4. The original use and structure of the 100 foot tower and equipment shed were permitted in 1962 under Special Permit Number 1962-43. That Special Permit was modified to allow an additional 4 foot extension and additional antennas under Special Permit Number 1998-43. 5. The Petitioner proposes to attach three (3) panel antennas to legs of the existing tower at a height of 65 feet and to construct and place equipment cabinets upon the ground at the base of the tower, for the purpose of providing wireless telecommunications services to its customers who operate within the coverage area. 6. Under the terms of Special Permit Number 1998-43, "no future extensions of height nor equipment located on the tower shall be permitted without consent of the Zoning Board of Appeals.` 7: The applicant was granted a Certificate of Appropriateness from the Hyannis Main Street Waterfront Historic District Commission on May 17, 1999, under the conditions that it provide additional fencing to the south side of the existing equipment area and donate funds for the Town to purchase a Dawn Redwood tree for planting on the Town Green. 8. The applicant has an approval`letter from Commonwealth of Massachusetts Historical Commission, dated July 19, 1999. 9. The applicant has an approval letter from the Commonwealth of Massachusetts, Executive Office of Health and Human Services, Department of Public Health, Radiation.Control Program, dated July 22, 1999. 10. The applicant received Site Plan Review Approval on July 22, 1999. 2 J Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1999-89-Telecorp Realty, LLC Modification of Special Permit No. 1998-43 B K 1 2 S C_I G. P C4 CI P I_I 1 11. The Board finds that, with the conditions contained in the Certificate of Appropriateness, the proposed modifications to Special Permit 199843 are not substantially more detrimental to the neighborhood than the existing structure and equipment and the desired relief can be granted without substantially derogating from the purposes or intent of the Zoning Ordinance. The property is currently burdened by the existing 104 foot tower, and the proposed additions add no further height to the tower. Additionally, the applicant's antenna mounts are designed to be visually less obtrusive than the existing triangular antenna arrays. Further, placement of the applicant's equipment on the existing tower eliminates the need for the applicant to construct a new tower facility in the downtown Hyannis area. Decision: A motion was duly made and seconded to grant the requested relief, subject to the following terms and conditions: 1. The property shall be developed in accordance with the submitted plans titled °TeleCorp Bell Atlantic Ocean Street HYNO17A", last revised on 7/20/99. 2. TeleCorp shall be permitted a maximum of 3 panel antennae, as shown on the submitted plans, at a height not to exceed 65 feet on the existing tower. TeleCorp shall also be permitted to install a maximum of 4 equipment cabinets on a 13' x 8' concrete pad at the base of the tower, as shown on the submitted plans. 3. The proposed antennas and associated cables shall be painted to match the color of the tower legs. 4. The study related to the intensity of Radio Frequency fields of all equipment on the tower must be approved by the Massachusetts Department of Public Health. 5. All conditions of Special Permit Number 1998-43 shall remain in effect. 6. The locus shall comply with all requirements of the Hyannis Main Street Waterfront Historic District Committee and the Massachusetts Historical Commission. The Vote was as follows: ; AYE: Gail Nightingale, Richard Boy, Gene'Burman, Dan Creedon,.and Chairman Emmett Glynn NAY: None Order: Appeal Number 1999-89 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Tow Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barns Massachusetts, hereby certify that twenty (20) days have elapsed.since the Zoning Boa this decision and that no appeal of the decision has been filed in the office of the Signed and sealed this ��_ day f r pains and penalties of perjury. CO R cs: Linda Huth V(CrJTNVn Clerk v •"3 i . RefNo mapper ownerl owner2 addr 89+90+91 city state zip 326 001 BARNSTABLE, TOWN OF (SCH) OLD JUNIOR HIGH SCHOOL P.O. BOX 955 HYANNIS MA 02601 326 004 MASSACHUSETTS, COMMWLTH OF 100 CAMBRIDGE ST BOSTON MA 02114 ~ 326 021 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 326 022 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 326 023 HYANNIS AREA ECON DEV CORP %TOWN OF BARNSTABLE 367 MAIN ST HYANNIS MA 02601 326 024 DRANETZ, MARSHALL %ASSESSORS 367 MAIN ST HYANNIS MA 02601 326 025 NEW ENGLAND TEL 6 TEL CO PROPERTY TAX DEPT; 31ST FL 1095 AVE OF THE AMERICAS NEW YORK NY 10036 326 027 BARNSTABLE HOUSING AUTHOR'Y 146 SOUTH ST HYANNIS MA 02601 e 326 061 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 326 135 326 135 327 101 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 327 102 OTTAWAY NEWSPAPERS INC Y r 319 MAIN ST HYANNIS MA 02601 327 103 CAPE COD BANK 6 TRUST CO 307 MAIN ST HYANNIS MA 02601 327 106 KARATH; ELAZNE P 0 BOX 1329 HYANNIS MA 02601 327 107 HAN NEY, WILLIAM, J TRS 807 W ASHINGTON ST STOUGH TON MA 02072 327 109 SCUDDER, RICHARD M 6 SCUDDER, F F II, R M 36 OCEAN ST HYANNIS _ MA 02601 327 110 NOYES, TERRI L 33 OCEAN ST HYANNIS MA 02601 327 111 PLOTKIN, THEODORE 6 PLOTKIN, RICHARD P 0 BOX 9967 RIVIERA BEACH FL 33419 327 112 PLOTKIN, THEODORE RICHARD PLOTKIN 63 CROSS ST CHATHAM MA' 02633 327 113 r YETMAN, KENNETH 6 LOUISE TRS NANTUCKET SOUND 137 PAWKANNAWKUT DR S YARMOUTH MA 02664 327 114 MANGALO, MICHEL C P O BOX 2128 HYANNIS - MA 02601 ?T 327 115 DINANNO, JOSEPH A 118 MAIN ST MALDEN MA 02148 327 116 UNITED STATES OF AMERICA' POST OFFICE HYANNIS MA 02601 327 261 BARNSTABLE, TOWN OF (MUN) 367 .MAIN STREET HYANNIS MA 02601 Ul 327 263 NEW ENGLAND,TEL 6 TEL CO PROPERTY TAX DEPT, 31ST FL 1095 AVE OF THE AMERICAS NEW YORK NY 10036 327 264 MIHOS, CHRISTY 4 JAMES TRS %CHRISTYS MKT, INC ATTN: CARO 22 CHRISTY DR BROCKTON MA 02401 " } Count= 96 I: CT) l.(I L71 LLI 3 L'( K 7L SI-�1_; F'� �J B :t- H:;=� �_� 1 Proof of Publication Town of Barnstable Zoning Board of Appeals Modce of Public Hearing Under The Zoning Ordinance for July 28, 1999 To all persons interested in,or affected by the Board of Appeals under Sec. I 1 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: 7:15 P.M. Viirre Appeal Number 1999 87 Wayne 8 Estelle Mirre have applied to the Zoning Board of Appeals for a Variance to section 3-1.1(5)Bulk Regulations to permit construction of a single family home on an undersi$ed lot. Construction will be in accordance with all setback and other bulk regulations.The property is shown on Assessor's Map 291. Parcel 232 and Is commonly addressed as 191 Bristol Avenue,Hyannis,MA in an RB Residen16 B Zoning District. 8:45 P.M. Telecorp Realty.LLC Appeal Number 1999.88 Telecorp Realty,LLC has applied to the Zoning Board of Appeals for a Variance to Section 3-3.8(5)Bulk Regulations to permit the installation of a 75'monopole and equipment pad with radio cabinets along with associated cables all to be located within a 30'x 30';fenced and screened compound.The existing 55'wood pole and antenna will be removed.The property is shown on Assessors Map 058, Parcel 031 and is commonly addressed as 84 Industry Road,Marstons Mills.MA in an S 6 D Service and Distribution District. 9:00 P.M. Telecorp Realty,LLC Appeal Number 1999-69 Telecorp Realty,LLC has petitioned to the Zoning Board of Appeals for a modification of Special Permit 1998-43 to perrrrt the installation of 3 panel antennae to the legs of an existing tower at a height of 65'and 4 equipment cabinets at the base of the tower.The subject tower. was the side of an addition of antennas by Bell Atlantic Mobile as permitted In Appeal Number 1998-43 which modified Appeal Number 1962.43.Conditions#3 of Special Peardt Number 1998-43 reads:'No future extensions of height nor equipment located on the tower shall be permitted without the consent of the Zoning Board of Appeals.'The property is shown on Assessor's Map 326.Parcel 025 and is commonly addressed as 49 Ocean Street,Hyannis, MA in an RB-1 Residential B-1 Zoning District. 9:05 P.M. Telecorp Realty,LLC Appeal Number 1999 90 Telecorp Realty. LLC has petuxied to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.4(2)Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings to permit the installation of 3 panel antennae to the legs of an existing tower at a height of 65'and 4 equipment cabinets at the base of the tower.The existing 104' tower is a nonconforming structure in terms of height.The property is shown on Assessor's Map 326,Parcel 025 and is commonly addressed as 49 Ocean Street.Hyannis,MA in an RB I Residential B-1 Zoning District. 9:10 P.M. Telecorp Realty,LLC Appeal Number 1999.91 Telecorp Realty, LLC has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.5(2)Expansion of a Pre-Existing Nonconforming Use to permit the Installation of 3 panel antennae to the legs of an existing tower at a height of 65' and 4 equipment cabinets at the base of the tower.The property is shown on Assessoes Map 326,' Parcel 025 and is commonly addressed as 49 Ocean Street, Hyannis, MA in an RB-1 Residential B-1 Zoning District. These Public Hearings will be held in the Hearing Room-,.Second Floor,New Town Hall,367 . Main Street,Hyannis,Massachusetts on Wednesday.July 28, 1999.All plans and applica- tions may be reviewed at the Zoning Board of Appeals Office.Town of Barnstable.Planning Department,230 South Street,Hyannis,MA. Emmett Glynn,Chairman Zoning Board of Appeals 'The Barnstable Patriot ' July 8 b July 15, 19.99 _ BARNSTABLE REGISTRY OF DEEDS 9 ff BARMABIX hUm _ t6jp `�� •'I - FO Town of Barnstable - Zoning Board of Appeals Decision - Notice of Withdrawal Appeal Number 1999-90 -TeleCorp Realty, LLC Special Permit Pursuant to Section 4-4.4(2) Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings Summary: Withdrawn Without Prejudice a Petitioner: TeleCorp Realty, LLC Property Address: 49 Ocean Street, Hyannis Assessors Map/Parcel Map 326, Parcel 025 Area: 0.75 acre Zoning: RB-1 Residential B-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal is a 0.75 acre lot that is improved with a 17,890 sq_ ft. s telephone exchange building, a 104' communications tower, and a 120 sq. ft. accessory building. This is s the site of the New England Telephone and Telegraph Co. Building. The current use of the roe is �— 9 P9• property rty • r nonconforming because it is located in an RB-1 Residential B-1 Zoning District which only permits single- family residential dwellings as-of-right. The existing tower structure and associated out-building were built in 1962, and are permitted by..Special Permit No. 1962-43. Appeal Number 1962-43 granted a special permit for the extension of a --� nonconforming use by allowing the erection of a 100' tower and antenna structure and associated one- story building within this residential district. In March of 1998, the Board granted a modification of Special Permit No. 1962-43 to permit a 104' tower and additional attachments. a IJ TeleCorp is now proposing to install 3 panel antennae to the legs of the existing tower at a height of 65' and 4 equipment cabinets at the base of the tower. `r In the alternative to a modification of Special Permit No. 1998-43, the applicant has also applied for a T Special Permit pursuant to Section 4-4.4(2) Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings to permit the installation of 3 panel antennae to the legs of the existing tower at a height of 65' and 4 equipment cabinets at the base of the tower. The existing 104' tower is a , nonconforming structure in terms of height. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 7, 1999. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 28, 1999, at which time the Board, per applicant's request, granted a withdrawal without prejudice. Hearing Summary: " Board Members hearing this appeal were Gail Nightingale,_Richard Boy, Gene Burman, Dan Creedon; and Chairman Emmett Glynn. Attorney Peter Morin represented the applicant. Supporting staff included Jim Smalanskas from WFI-Entel Technologies, Inc., Dan Goulet, R.F. Manager, and Kevin Mason, Project Manager, Wireless Facilities International. With the granting of Appeal Number 1999-89, Attorney Morin stated Appeal Number 1999-90 and Appeal Number 1999-91 were no longer needed and requested both appeals be withdrawn without prejudice. T9un of Barnstable-Zoning Board of Appeals-Decision and-Notice r ftoeal Number 1999-90-TeleCorp Realty,LLC ;! S, cial Permit,Section 4-4.4(2) Decision: c Per applicant's request, a motion was duly made and seconded to allow Appeal Number 1999-90,to be wrhdrawn without prejudice. The Vote was as follows: AYE: Gail Nightingale, Richard Boy, Gene Burman, Dan Creedon,'and Chairman Emmett Glynn NAY: None -g Order: ,...' Appeal Number 1999-90 has been Withdrawn Without Prejudice.,, Appeals of this decision, if any, shall be made pursuant to MGL Chapterr40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusettsi hereby certify '.. that twenty (20) days have elapsed since the Zoning Board-of Appeals filed this decjsi tat 00 appeal of the decision has been filed in`the°office of the Town Clerk. ' ' F ' { Signed and sealed this day f under the pai b� e '5 perjury. 1 O h CO i:indaHutchenrider, Town Clerk 2 RefNo mappar ownerl ownet2 89+90+91 addr city state zlp 326 001 BARNSTABLE, TOWN OF (SCH) OLD JUNIOR HIGH SCHOOL 326 004 MASSACHUSETTS, COMMWLTH OF P.O. BOX IDG HYANNIS MA 02601 326 021 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET ST BOSTON MA 02119 326 022 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 326 023 HYANNIS AREA ECON DEV CORP 367 MAIN STREET HYANNIS • $TOWN OF BARNSTABLE MA 02601 $ASSESSORS 326 024 DRANETZ, MARSHALL 567 MAIN .ST HYANNIS MA 02601 326 025 NEW ENGLAND TEL & TEL CO PROPERTY TAX DEPT 367 MAIN ST, 31ST FL HYANNIS MA 02601 '326 027 BARNSTABLE HOUSING AUTHOR'Y 1095 AVE OF THE AMERICAS NEW YOB NY 10036 326 061 BARNSTABLE, TOWN OF (MUN) 146 SOUTH ST HYANNIS MA 02601 '- 326 135 367 MAIN STREET HYANNIS 326 135 MA 02601 327v101 BARNSTABLE, TOWN OF (MUN) 327 102 OTTAWAY NEWSPAPERS INC 367 MAIN STREET HYANNIS - MA 02601 327 103 CAPE COD BANK & TRUST CO 319 MAIN ST HYANNIS MA 02601 327 106 KARATH, ELAINE 307 MAIN ST HYANNIS MA 02601 327 107 HANNEY, WILLIAM, J TRS P 0 BOX 1329 HYANNIS MA 02601 327 109 SCUDDER, RICHARD M & 807 WASHINGTON ST STOUGHTON SCUDDER, F F II, R M MA 02072' 327 110 NOYES, TERRI L 36 OCEAN ST HYANNIS MA 02601 327 111 PLOTKIN, THEODORE & PLOTKIN, RICHARD 33 OCEAN ST HYANNIS MA 02601 327 112 PLOTKIN, THEODORE RICHARD PLOTKIN P 0 BOX 9967 RIVIERA BEACH FL 33419 327 1.13 TRS NAN 63 CROSS ST YETMAN, KENNETH & LOOISE « CHATHAM MA 02633 TUCKET SOUND , 137 PAWKANNAWKUT DR 327 114 MANGALO,=MICHEL C S YARMOUTH MA 02664cl 327 115 DINANNO, JOSEPH A P 0 BOX 2128 HYANNIS MA 02601 327 116 UNITED STATES OF AMERICA 118 MAIN ST MALDEN MA •02148 POST OFFICE 327 261 BARNSTABLE, TOWN OF (MUN) HYANNIS MA .02601 r� 3 67 3 27 2 IN S 63 T REST .N EW .ENG LAND TEL & TEL CO' PROPERTY TAX DEPT, 31ST FL HYANNIS MA 02601 327 269 MIHOS, CHRISTY & JAMES -TRS 1095 AVE OF THE AMERICAS NEW YORK $CHRISTYS MXT, INC ATTN: CARO 22 CHRISTY DR NY 1003� 1_( BROCKTON MA 02401 Count- 96. I— 17 II Proof of-Publication Town of Barnstable Zoning Board of 4poais Notice of Public Hearing Under The Zoning Ordinance for July 28, 1999 To all persons interested in,or affected by the Board of Appeals under Sec. 11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts, and all amendments thereto you are hereby notified that: - 7:15 P.M. Vfiirre Appeal Number 1999-87 Wayne&Estelle Mirre have applied to the Zoning Board of Appeals for a Variance to section 3-1.1(5)Bulk Regulations to permit construction of a single family home on an undersized lot. Construction will be in accordance with all setback and other bulk regulations.The property is shown on Assessor's Map 291, Parcel 232 and is commonly addressed as 191 Bristol Avenue,Hyannis,MA in an RB Residenlllel B Zoning District. 8:45 P.M. Telecorp Realty,LLC Appeal Number 1999-88 Telecorp Realty.LLC has applied to the Zoning Board of Appeals for a Variance to Section 3-3.8(5)Bulk Regulations to permit the installation of a 75'monopole and equipment pad with radio cabinets along with associated cables all to be located within a 30'x 30;fenced and screened compound.The existing 55'wood pole and antenna will be removed.The property is shown on Assessors Map 058. Parcel 031 and is commonly addressed as 84 Industry Road,Marstons Mills, MA in an S&D Service and Distribution District. st Uen 9:00 P.M. Telecorp Realty,LLC Appeal Number 1999-89 Telecorp Realty, LLC has petitioned to the Zoning Board of Appeals for a modification of Special Permit 1998-43 to permit the installation of 3 panel antennae to the legs of an existing tower at a height of 65'and 4 equipment cabinets at the base of the tower.The subject tower was the side of an addition of antennas by Bell Atlantic Mobile as permitted in Appeal Number 1998-43 which modified Appeal Number 1962.43.Conditions#3 of Special Permit Number 1998-43 reads:'No future extensions of height nor equipment located on the tower shall be permitted without the consent of the Zoning Board of Appeals.'The property is shown on Assessors Map 326.Parcel 025 and is commonly addressed as 49 Ocean Street.Hyannis, MA in an RB-1 Residential B-1 Zoning District. 9:05 P.M. Telecorp Realty, LLC Appeal Number 1999-90 Telecorp Realty, LLC has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.4(2)Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings to permit the installation of 3 panel antennae to the legs of an existing towerat a height of 65'and 4 equipment cabinets at the base of the tower.The existing 104' tower is a nonconforming structure in terms of height.The property is shown on Assessors Map 326,Parcel 025 and is commonly addressed as 49 Ocean Street,Hyannis.MA in an RB- i Residential B-1 Zoning District. 9:10 P.M. Telecorp Realty.LLC Appeal Number 1999-91 Telecorp Realty, LLC has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.5(2)Expansion of a Pre-Existing Nonconforming Use to perrnit the installation of 3 panel antennae to the legs of an existing tower at a height of 65' and 4 equipment cabinets at the base of the tower.The property is shown on Assessors Map 326, Parcel 025 and is commonly addressed as 49 Ocean Street, Hyannis; MA,In an RB-1 , Residential B-1 Zoning District. These Public:Hearings will be held in the Hearing Room;Second Floor,New Town Hall,367 Main Street,Hyannis,Massachusetts on Wednesday.July 28, 1999.All plans and applica- tions may be reviewed at the Zoning Board of Appeals Office.Town of Barnstable,Planning Department,230 South Street,Hyannis,MA. Emmett Glynn,Chairman Zoning Board of Appeals The Barnstable Patriot July 8 d July,15, 1999 , • 3ARNSTABLE REGISTRY OF DEEDS 10 KAM Town of Barnstable Zoning Board of Appeals Decision - Notice of Withdrawal Appeal Number 1999-91 -TeleCorp Realty, LLC Special Permit Pursuant to Section 4-4.5(2) Expansion of a Pre-Existing Nonconforming Use Summary: Withdrawn Without Prejudice Petitioner. TeleCorp Realty, LLC 'Property Address: 49 Ocean Street, Hyannis Assessor's Map/Parcel Map 326, Parcel 025 Area: 0.75 acre " Zoning: RB-1 Residential B-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal is a 0.75 acre lot that is improved with a 17,890 sq. ft. telephone exchange building, a 104' communications tower, and a 120 sq. ft. accessory building. This is s the site of the New England Telephone and Telegraph Co. Building. The current use of the property is nonconforming because it is located in an RB-1 Residential B-1 Zoning District which only permits single- family residential dwellings as-of-right. Z The existing tower structure and associated out-building were built in 1962, and are permitted by Special f' Permit No. 1962-43. Appeal Number 1962-43 granted a special permit for the extension of a nonconforming use by allowing the erection of a 100'tower and antenna structure and associated one- story building within this residential district. In March of 1998, the Board granted a modification of Special Permit No. 1962-43 to permit a 104' tower and additional attachments. TeleCorp is now proposing to install 3 panel antennae to the legs of the existing tower at a height of 65' and 4 equipment cabinets at the base of the tower. In the alternative to a.modification.of Special Permit No. 1998-43, the'applicant has also applied for a Special Permit pursuant to Section 44.5(2) Expansion of a Pre-Existing Nonconforming Use to permit the �— installation of 3 panel antennae to the legs of the existing tower at a height of 65' and 4 equipment cabinets at the base of the tower. Procedural Summary: i This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 7, 1999. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 28, 1999, at which time the Board, per applicant's request, granted a withdrawal without prejudice. Hearing Summary: Board Members hearing this appeal were Gail Nightingale, Richard Boy, Gene Burman, Dan Creedon, and Chairman Emmett Glynn. Attorney Peter Morin represented the applicant. Supporting staff included. Jim Smalanskas from WFI-Entel Technologies, Inc., Dan.Goulet, R.F. Manager, and Kevin Mason, Project Manager, Wireless Facilities International. - With the granting of Appeal Number 1999-89, Attorney Morin stated Appeal Number 1999-90 and Appeal Number 1999-91 were no longer needed and requested both appeals be,withdrawn without prejudice. I a F: =:: L ClH 68`i l:_: Town of Barnstable-ZoningBoard of Appeals ppeals-Decision and Notice - Appeal Number 1999-91-TeleCorp Reatty,LLC Special Permit, Section 4-4.5(2) Decision: Per applicant's request, a motion was duly made and seconded to allow Appeal Number 1999291 to be withdrawn without prejudice. The Vote was as follows: AYE: Gail Nightingale, Richard Boy, Gene Burman, Dan Creedon, and Chairman Emmett Glynn NAY: None Order. 4 Appeal Number 1999-91 has been Withdrawn Without Prejudice. ' Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the ' of the Town Cleric. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Bamstable, Bamstable 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 --- _ Signed and sealed this day f under,tt� ins agdpe al1�e \0f pedury- ;\ = ::.�& Linda Hutchenrider, IerK RefNo mappar owned ownel2 addr 89+90+91 city state ziP 326 001 BARNSTABLE, TOWN OF (SCH) OLD JUNIOR HIGH SCHOOL P.O. BOX 955 HYANNIS MA 02601 326 004 MASSACHUSETTS, COMMWLTH OF 100 CAMBRIDGE ST BOSTON MA 02114 326 021 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 326 022 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNI9 MA 02601 326 023 HYANNIS AREA ECON DEV CORP %TOWN OF BARNSTABLE 367 MAIN ST HYANNIS MA 02601 326 024 DRANETZ, MARSHALL %ASSESSORS 367 MAIN ST HYANNIS MA 02601 326 025 NEW ENGLAND TEL b TEL CO PROPERTY TAX DEPT, 31ST FL 1095 AVE OF THE AMERICAS NEW YORK NY 10036 326 027 BARNSTABLE HOUSING AUTHOR'Y 146 SOUTH ST HYANNIS MA 02601 326 061 BARNSTABLE, 'TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 326 135 326 135 327 101 BARNSTABLE, TOWN OF .(MUN) 367 MAIN STREET HYANNIS _ MA 02601 327 102 OTTAWAY NEWSPAPERS INC 319 MAIN ST HYANNIS MA 02601 327 103 CAPE COD BANK & TRUST CO 307 MAIN ST HYANNIS MA 02601 327 106 KARATH, ELAINE P 0 BOX 1329 HYANNI9 MA 02601 327 107 HANNEY, WILLIAM, J TRS 807 WASHINGTON ST STOUGHTON MA 02072 327 109 SCUDDER, RICHARD M b' SCUDDER, F F II, R M 36 OCEAN ST HYANNIS MA 02601 327 110 NOYES, TERRI L 33 OCEAN ST HYANNIS MA 02601 327 111 PLOTKIN, THEODORE 4 PLOTKIN, RICHARD P O BOX 9967 RIVIERA BEACH FL 33419 327 111 PLOTKIN, THEODORE RICHARD PLOTKIN 63 CROSS ST CHATHAM MA 02633 T 327 113 YETMAN, KENNETH 4 LOUISE TRS NANTUCKET SOUND 137 PAWKANNAWKUT DR S YARMOUTH MA 02664 327 114 MANGALO, MICHEL C P 0 BOX 2128 HYANNIS MA 02601 �y 327 115 DINANNO, JOSEPH A _ 118 MAIN ST. MALDEN MA ' 02601 r_321 116 UNITED STATES OF AMERICA POST OFFICE MALDENHYANNI MA 02148 327 261 BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNIS MA 02601 327 263 NEW ENGLAND TEL b TEL CO PROPERTY TAX DEPT, 31ST FL 1095 AVE OF THE AMERICAS NEW YORK NY 10036 IT 327 264 MIHOS, CHRISTY b JAMES TRS %CHRISTYS MKT, INC ATTN: CARO 22 CHRISTY DR BROCKTON -MA 02401 Count- 96 I ^ )li iT ii Cl �.�_ Proof-of Publication Town of Barnstable,Zoning Board of Appeals Notice of Pubr+e Hearing Under Tlhe Zoning Ordinance for-my 28. 1999 To all persons interested in.or affected by the Board of Appeals under Sec. 11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: 7:15 P.M. VAme Appeal Number 1999.137 Wayne b Estelle Mirre have applied to the Zoning Board of Appeals for a Variance to section 3-1.1(5)Bulk Regulations to permit construction of a single family home on an undersized lot Construction will be in accordance with all setback and other bulk regulations.The property is shown on Assessors Map 291. Parcel 232 and is commonly addressed as 191 W tol Avenue,Hyannis,MA in an RB Residen*d 13 Zoning District. 8:45 P.M. Telecorp Realty,LLC Appeal Number 1999-08 Telecorp Realty.LLC has applied to the Zoning Board of Appeals for a Variance to Section 3-3.8(5)Bulk Regulations to permit the installation of a 75'monopole and equipment pad with radio cabinets along with associated cobtes oil to be located within a 3V x 30;fenced and screened compound.The existing$V wood pole and antenna*1 be removed.The property is shown on Assessors Map 058. Parcel 031 and is commonly addressed as 84 Industry Road,Marston Mills.MA in an S&D Service and Distribution District. 9-00 P.M. Telecorp Realty.LLC . Appeal Number 1999.89 Telecorp Realty.LLC has petitioned to the Zoning Board of Appeals for a modification of Special Permit 1998.43 to permit the installation of 3 panel antennae to the legs of an existing tower at a height of 65'and 4 equipment cabinets at the base of the tower.The subject tower. was the side of an addition of antennas by EW Atlantic Mobile as permitted in Appeal Number 1998-43 which modified Appeal Number 1967-43.Conditions 03 of Special Permit Number 1996-43 reads:'No future extensions of height nor equi t located on the tower shall be permitted without the consent of the Zoning Board of=.'The property Is shown on Assessors Map 326.Parcel 025 and is commonly addressed as 49 Ocean Street,Hyannis. . MA in an R5-1 Residential B•i Zoning District 9:05 P.M. Telecorp Really.LLC Appeal Number 1999-90 Telecorp Realty. LLC has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.4(2)Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings to permit the installation of 3 panel antennae to the legs of an existing tower at a height of 65'and 4 equipment cabinets at the base of the tower.The existing 104' tower is a nonconforming structure in terms of height.The property is shown on Assessors Map 326,Parcel 025 and is commonly addressed as 49 Ocean Street,Hyannis,MA in an RB• 1 Residential B-t Zoning District. 9:10 P.M. Telecorp Realty,LLC Appeal Number 19SS91 Telecorp Realty,LLC has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.5(2)Expansion of a Pre-Existing Nonconforming Use to permit the Installation of 3 panel antennae to the legs of an existing tower at a height of 65' and 4 equipment cabinets at the base of the tower.The property is shown on Assessors Map 326, Parcel 025 and is commonly addressed as 49 Ocean Street, Hyannis, MA in an RB-I Residential B•1 Zoning District. These Public Hearings will be held in the Hearing Room;Second Floor,New Town Hag,367 Main"Street,Hyannis,Massachusetts on Wednesday,July 28, 1999:All plans and appAca dons may be reviewed at the Zoning Board of Appeals Office;Town of Barnstable,Planning Department,230 South Street,Hyannis.MA. Emmett Glynn..Chairman Zoning Board of Appeals The Barnstable Patriot f July 8 d July 15. 1999 BARNSTABIE AMSTRY OF DEEno DS i :rngiceering Dept.(3rd floor) Map Parcel Permit# House# /�✓ Date Issued /® Board of Health(3rd floor)(8:15-9:30/,1:00-4:30) Fee I3 1,2 i ego Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin.Bldg.) Definitive Plan Ap adby PlaaN Board 19 , ^ a7� TOW OFIARNSTABLE Building PermltApplicatlon L StreetAddreaa Q�' >/ y`r`�1! 0�IT.',+NTi G Addressone �' /Roqueat D 2 t° Loloor,5 square feet Second Floorsquan feat udion[ape f�o o I' /2ted P%ject Cost $ 2 2(� O District Flood Plain Water Protection e Grandfatbered ❑Yes p No Dw Type: Single Family Q Two Family Q Multi-Family(#units) ' Age of Existie aura Historic House ®Yes p No On Old King's Hi y Q Yes p No _ Basement Typo: Q Full Crawl Q Walkout ❑Other Basement Finished Area(sq,ft,) Basement Unfinishedttlrea Number of Baths: Full: Existing y�{ Existing New No.of Bedrooms: Existing New Total Room Count(not including baths):Existing First Floor Room Count 4 Heat Type and Fuel: Q Gas Q Oil Other Central Air Q Yes .Q No Firepl et Existing New ting wood/coal stove ❑Yes ❑No . Garage:Q Detached(size) Other Detached Structures: ❑Poo e) Q Attached ) ❑Barn(size Cl e Q Shed(size) ❑Other(size) Zoning Board of Ap als Authorization Q Appeal# Recorded C)Commercial es C)No If yes,site plan review# Current Use Proposed Use �BmUder Ia�PoQrloaa [Name �D S 7t L—ZI/ Telephone NumberL'"�D�-�g� _ C.?b ddress .d��;��gD�Vd ►/f �Q'''Q License#_ ©©�'�3` � _ /TSJt/ MA r it 7 Home Improvement Contractor Worker's Compensation# 11 w Z. V fY) 2 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS �— PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTIN(ii FROM THIS PROJECT WILL BE TAKEN TO SIONATURE BATE f 41 BUILDING PER D IED FO THE FOLIAWING REASON(S) ' Tke CanttuuetWealtle qf 1fusdrtclursei Dc parturr It of 111diestrisl Accidents ,i � ;'' a� 0/Ifce®lllgatloas 6#11 Y1•asishign)n Street 4;•�. - � .d` �ra�twrt.�l�ira%" I13I1! _ _ •` Work-am' Compellsation fusurance Afildavit �.;..._lntaintntloe: _[�le:tse p��NT�1e�t(hiv acme• ' lncntinn� city M611ric 0 Q 1 am a homeowner performing all work thyself. Q 1 am a sole proprietor and have no one working in any capacity G 1 am an employer providing workers* compensation for my employees working on this job. Itlt�re:�- S e o ct,M G U-s Av sa fiTTs S1�1sU ,vc� R�Pnl �->✓ a ��©� "1 2ariNvy ^ 2 2 J t am a sole proprietor, grr.-ral contlzetmr, homeowner(circle orre)and have hired the contractors listed below who hhiN e the following workers' compensation polices: � r�.. _t nhpn M• ' �urRnrr rn, nnldcr#. n�L3[I�' nnrrlr� . 11rc,s `� nhane At• 3tt.;tfltc cQ. _ ttallev# ditfonad shoei if niepjatg;. ,�..�....... �,.�.•.... �..... ..... ..... • �.. .�:...o ....■... _.. --;.!;^��A._..�7 :.■:,.��.■.�+....�:...,.uLt.:+::o:dw�..-''--'" ------_•�==—TM�...•--•—�.4�_—..__�:�asr•s�a..w•...r:ea.... Inrc ui yccurr cnvcr�er as required under ziectlon:SA of i11GL IS:can Iced to the imposition of enmtoal penalties of a tine up to SIJOU.UQ andiur imprt.nntneat as welt.1t ni'd penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a daq 0981091 me. !vadetatand than a ` of 1M.'+taicntcnt ma% be turr•arded to tee 4fftee of 1m•estirwions orthe 1)1A rer e0vtr=ht verification. LercAr cenrjv 7WIFFr flu,ltuintr td Pettrsltlls�jpely++n•drat Jhr iorjot atBon ltroeidaaf above it rrsrr toCornet: taturc Date _s.._ It HanlePhone/ZZ f! w Mcial Ilrc unir do not-rite in ibis aeva to be compieted bar city or town otncisl ,• n (IT tn".n: ' P�w1fccase 0 ^Uuitdina Department (3uCensina dwrd ,. 1 thee!;itintrnrdiatc►esputtfte is required 11Selet:tinen'a OMce - �ttesllh Denrnment WaCT ormon• PhoneM. P•tUlher�� �', Se'p. IL 1997 12;44N s. s: q c DATE M ) ��1l1►� � ,•,• i�:p� �::r ref' �a ( M/DD/YY, PRODUCER .:ii:Y.•?:. ..o: j''a'i.. ::c 1 97 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION FITTS INSURANCE AGENCY INC ONLY AND CONFERS NO RIGHTS.UPON THE CERTIFICATE 40 UNION AVE HOLOER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR FRAMLINGHAM,MA 01701 ALTER THE COVERAGE AFFORDED BY THE POLICIE5 BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Hartford Fire Insurance Company INSURED COMPANY NED TRAINER CONSTRUCTION COMPANY INC 6 Hartford Underwriters Insurance Company .S COLUMBUS AVE COMPANY ASHLAND,MA 01721 C Twin City: ''ire Iosurance Company COMPANY D Hartford Accidtat and Indemnit Com an •Y. :•t .",S. 'td° fpy .nttsry3.... i. :' t':Y i;•a THIS 19 TO CERTIFY THAT YFIE POLICIES OF INSURANCE LISTED BELOW MAVELBEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ......:.,.`.:: ...,. . ..:,:.sfr•5�:o;:I:U:'. L:f3iL:t e::::ds..,:;.• ..<;�:;•::s:r�'.;;:,:;:;`!?; .... INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY Of ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SU8JECT.TC ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH I'0 ICJ $,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE i -POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION - LIMITS _TIT .DATE MWOONY DATE MmooryYj GENERAL UA9ILITY I GENERAL AGGREGATE _COMMERCIAL GENERAL.LIABILITY PRODUCTS•COMPlOP AGO S ;1i CLAIMS MADE F OCCVR i - PERSONAL i ADV INJUR'f S OWNER v 3 CONTRACTOR'S PROT EACH OCCURRENCE $ FIRE DAMAGE(Any one Oro) S MED EXP(Any one per6on) t AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT S , ALL OWNED AUTOS BODILY INTQR SCHEDULED AUTOS • '• (Per parson) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS » (Per accident) 3 ` PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY•EA ACCIDENT ANY AUTO OTHER THAN AUTO EACH ACCIDENT S EXCESS LIABILITY AGGREGATE 3 UMBRELLA FORM EACH OCCURRENCE _ OTHER THAN UMBRELLA FORM AGGREGATE i A WORKERS COMPENSATION AND WC STATU• OTH• T7WZ VM0429 03=19� EMPLOYERS'LIABILITY 03110rJa TORYIIMITS ER ;,,,,y h =l ., THE PROPRIETOR/ EL EACH ACCIDENT 500 000 PART NERS/EXECUTIVE INCL EL DISEASE•POLICY LIMIT $500 000 OFFICERS ARE EXCL EL DISEASE•EA EMPLOYEE f500 00(1 OTHER DESCRIPTION OF OPERATIONSILOCATIONBNEHICLES/SPECIAL ITrEM$ i :. .1 .i~ t. ',1".. �' :''�n"LQ+1t ''1• E:i'"':7I s?l?::` !i>:iS. 'k: .: BBIJ.ATT,A NTIC FORMERLY NYNLX SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE I ZS IIIGIt-STRF•F,T EXPIRATION DATE THEREOF,THE 1331JINO COMPANY WILL ENDEAVOR To MAIL BOSTON,M.A 02110 14 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR L1AelLITY OF ANY KIND UPON THE COMPANY,ITS ACENTB OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ' VA-\ ;. : '•Y i . �.u�'L?..t.as{..:3I'abd.•er�:'9c..�+xu�sii tc x.'7Y''IId'. DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Nu�eIt'.>="1— Ezp;reg., Restn"etea 00 30SEPM L TRAINOR 90_EAST ST^ MA 01568 a TOWN 0V BARNSTABLE SIGN PERMIT PARCEL ID 327 264 GEOBASE ID 24376 ADDRESS -5d OCEAN STREET PHONE _ HYANNIS ZIP LOT BLOCK. LOT SIZE .- DBA DEVELOPMENT DISTRICT HY I PERMIT 28119 DESCRIPTION BELL ATLANTIC (2 X 6) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department_of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $25.00 BOND R $.00 OxTNE -- --- -- -CONSTRUCT I ON- COSTS- - -- ------ -- $;00 - 753 MISC. N0T CODED ELSEWHERE * BARN3I'ASLF.. *' i MASS. 039. ED MI�►I 1 BUILDIN DIVISION BY�D�.. ,�, 9�. i DATE ISSUED 01/05/1998 EXPIRATION DATE `` W I «Yti�mr The Town of Bar sta e = Department of Health, Safety and Frnvironmental Sernces ' M Budding Division ' y �e 367 Main Sumo,Hyannis MA 02601 r` s . Ralph Crass= Office: 508-790.6ZZ7 ___ . . _,� _. , HuiI Commtsstoner Fax: 508-790.6230 ' for Si 't Application Sign Perrni Applicant: + y it A} 1Q Assessots C Doing Business As: A-Ho t1rhC Telephone No. Sign IAaLdon Street/Road: • Old Rings I3tghw;ay a y I ro Zoning District. Property Owner Name: I)rQ l/ 1�1lQTtfic' oo-5 ��1%f' Telephone: 5£s L-5 5/I Address: GL"4! ks /?'! Village: - .. Sign Contractor : Vane: bM 5 Telephone: .8- 55`7• `3'3`Z3 "fy�r nig oa40 Address: ��s A0 Village: �2�rD - Description : Please draw a diagram of lot shoeing location of buildings and e.:dsting sums with dimensions, location and size of the new sign. 'This should be drawn on the reverse side of this application. Is the sign to be electrified? Y : o emote.Ifj a Wh779pe nzrisrequired I hereby certify that I awn the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and constriction shall conform to the provisions of Section 4-3 of the Town of Bamsrable Zoning Ordinance. - Signature of Owner/Auth oozed Date' Size: al X Ce 1 Permit Fee: ;-7.l Disapproved: Sign Permit was. approved: _ Signature of Building official: Z4, Daze: O e 4. TYPICAL SIGN SIZES 1 © © o o - e HEIGHT WIDTH BELL RETURN SIZE ONE V-0 3/4' 3'-0" 4' 1` 3 SIZE TWO 1'-7 1/8" 4 -6 6" 1' O i SIZE THREE 2'-1 1/2" 6'-0' 8" 2" SIZE FOUR 2'-7 7/8' 7'-6- 10" 2" • SIZE FIVE 3'-2 1/4" 9'-0" 12" 3" j SIZE SIX 4'-3" 12'-0" 16" 4" SIZE SEVEN 5'-3 3/4' 15'-0" 20" 4" BELL ATLANTIC NON-ILLUMINATED NOTES: THE LOGO MAY ONLY BE REPRODUCED FROM REFER TO MATERIAL SPECIFICATIONS FOR APPROVWALL SIGN / DIMENSIONAL GRAPHICS SIGNAGETHELOG SHOULK.FOR D BE SATERIALAT13ESND FINISHMITTEDREMENTS. SIGNAGE THE LOGO SHOULD BE REPRODUCED SAMPLES MUST BE SUBMITTED FOR APPROVAL FROM ORIGINAL ART VIA IN SPECIAL FINISH (COMPUTER)PROCESSES A DTOMATED ENLARGED PROPORTIONALLY.ELECTRONIC ART WILL BE DESOLAGROUP AVAILABLE. NYNEX / BELL ATLANTIC Gensler E•xist' ing Sign Survey Property Address Property Serial Sign 49 Ocean Street Number 532407 Number I City/State Date Surveyed Hyannis MA 8/4/97 Sign Type/Material Sign Location metal dimensional letters Ocean Stieet elevation Elevation ', a k i y , e}� H. r {-+ + ,N-... U_ fL-_= 49 Ocean Street 532407 1.3. r= - ( / , r jrc r,%h4y(�Yr���y�,�,.�4�y�:.j•g, �, .11 - - r z.�. � 1. •�? �' �I� Fes! �sria�>• •ti i `1 ,. S.���,- 'C �� � .� _ iA .k}� •tie, : r� • I I I I ur•�1 a j4i3;a�3. Ifs , The' Town ofBarnsa p .�5�.,.,e�'a�n-^-�-e��.at -1���'%3. fr°5"➢t�'�'Sc'+a,.. • � -. a'ay .m = De artment of Health, Safety and FrnvironmentaI Sernces ;fF Budding DivisIOII �Fanri 1 Rw rr �► 367 Main Street,Hyams MA 026014{ �. .� r.yEki ' ,r""7Lat•su ":H rz r ' 2 w€ • ..,t l; C �: f _��A�S 7_ � f D1.. _ k S 5 -_. 1 Try �_. • - _ __ fi _{ �.' rv'y.� yi dy.1 J 1 k .•Ex T -,:.Ralph COS Office: i08-790.6227 Building Commissioner Fax: 508-790.6230 Application for Sign Pernut }h' ` F -. h J �t' t <.. t� � 4 3 a a Applicant. �.� I 1 I� I rl�[' Assessors No., `7 Doing Business As: Telephone No. Sign Location Street/Road: Ki �ghZ }'. I�—11�0 Zoning Dutnct. 4 y Property Owner Name: 9L11 M ihOS � :'Telephone. 'SOS 5£sfr 55/l Address: fGt /�yus h7rf {'vim• �.._' t _ r r c _ Sign Contractor �3'3 x c Name: , m 5 � Telephone' Address: Y�'I tiV�lIage• j'�t14 GaSIO� t t Description t- , • h Please draw a diagram of Iot showing location of buildings and e•�msting signs with dimensions, location and size of the new sign. This should be drawn an*the reverse side of thu application. N Is the sign to be electrified? �• : u Noce:r W, .1 MMjrPM=rkis rmj&ro I hereby cer that I am the owner or that I have the authority of the owner to make this tify application, that the information is correct and that the use and construcaort shall conform to the provisions of Setdon 4.3 of the Town of Barnstable Zoning Ordinance• Signature of Owner/Authorized Pemmt Fee•'" , R � size: X Ce ;, Sign Permit was approved: Disapproved: , Signature of Building Official: G - Date• �'� � —% 7 ` � �_ - SEE NOTE "' T®IeCorp N07C WRAP oErd7000S TREES(1'CAL.4)MTM � �MAP AsauLne KmNffE NPAFT SHRUBS & MINOR 7BALL 1010 N. GLEBE RD. s BALLED & BURLA SUITE 800 EVERGREEN- : DECIDUOUS- ARLINGTON, VA 22201 ` GROUND UNE TO BE AS -'- PRUNE BACK.23'M-SITE HEIGHT MIN. BALL t055TED AT NURSERY 1 FORIA�/ANPRET GNT IF (FT) DIAM.(IN) Phone: (703) 236-1100 • I Fax: #(703) 236-1101 11 _ FENCE POST F r• -�- 21.532 10 8 12 9 •� s 3-4 13 10 WFI 3 GUYS OF 10 GAUGE 1i� 2.5'K 10 CEDAR STAKE44-5 15 11 WPM TWIT ATUR SUNCOM NORTHEAST REGIONAL OFFICENO TREE �r� f E7605FD WIRELESS FACILITIES, 9M -2 PER TREE 5-6 16 12 PROPOSED FENCE I WITH TURNBUCKLE �`� • 6-7 1B 13 10 TARA BLVD, ADDITION �n 2"MULCH 7-8 20 14 t; 4•SOL SAUCER s' 8-9 22 t5 SUITE 500 NASHUA, NH 03062 M "" WATER"EACH LAVER LINT PE,�� 9-10 24 16 Phone: #(603)897-2300 10-12 26 17 _.,::.: ::.:: ...::: SUBSOIL Fax: (603) 897 2301 + N YXrW STAKE �0� uw -tw � FLUSH TO RN.GRADE i NOTE BALL SIZES TO BE OF A DIAMETER nals 6 DIAM. TO ENCOMPASS FIBROUS AND FEEDING AK FIRM 4'-0' EVVEGREEN TREE DECIDUOUS TREE ROOT SYSTEM-FOR FULL RECOVERY. ATLANTIC WIRELESS •TURN BOON BURLAP + DIRECT BURIED IN FROM TOP OF EMu A STANDARD SHADE TREES ATLANTIC AL EXISTING SOIL BALLED & BURLAPPED P.O.Bo,1051.Sandwich,MA 02563 \ NOTE:STREET TREES OF NURSERY STOCK CONFORMING TO THE STANDARDS OF THE CALIPER HEIGHT MIN. BALL MIN BALL DETAIL SHOWING LINE POST - � SHALL BE PLANTED ON EEAACH SIDE OF'EACH SSTRREET. STREET�Slui B BOARD, Fax: (soe>B99-sass (IN) (FT) DIAM(IN) DEPTH (IN) PHONE: (508)888-9282 DIRECT BURIED IN EXISTING SOIL \ LOCATED OUTSIDE THE RIGHT-OF-WAY OR AT THE DISCIgnON OF THE BOARD NTTHB/ THE UNPAVED PORTION OF 7HE RIGHT-OF-WAY APPROXIMATELY AT FORTY FOOT(40') (TRADITIONAL RAIL FENCE WITH END CAP) %/ INTERVALS SHALL BE AT tF.AST TWELVE(TY)IN HflaR;iTtO 0/GHE5(27 2-2.5 12-14 24 16 \ IN CAUPER MEASURED FOUR FEET(47 ABOVE THE APPROVED GRADE.AND gar CLOSER THAN FIVE FEET(0)NOR Mall THANWEN TTY(20f)FEET FROM SAID RIGHT-OF-WAY 2.5-3 12-14 28 19 AyE g>,L UIE 3-3.5 14-16 32 20 FENCE DETAIL 3 4 5-4 14-18 36 22 TREE PLANTING DETAIL 4 4-5 ,6-,8 44 26 SCALE: N.T.S. 5-6 18+ 48 29 SCALE: N.T.S. A-1 A-1 EXISTING ANTENNA ARRAY f _ ®102't AGL (12 TOTAL) EXISTING 10' DISH NOTES: I - APPROVALS ®95't AGL 1) FENCE STYLE IS TO MATCH EXISTING FENCE WHICH LUCENT FACES THE PARK. TELECORP •rs 2) FENCE IS TO BE STAINED TO MATCH EXISTING FENCE FACING THE PARK. LANDLORD EXISTING ANTENNA ARRAY I LEASING 0 80't AGL (8 TOTAL) 3) FENCE SECTION LENGTH TO MATCH EXISTING FENCE: --BEHIND 8' DISH- EXISTING 4' DISH 0 86't AGL R.F. ZONING O EXISTING 8' DISH EX6ZING CONSTRUCTION EXISTING ANTENNA ARRAY ®75't AGL IgRVpGE ®68'f AGL (4 TOTAL) PROJECT N0: 5544.57 EXISTING . DRAWN BY: M.A. PROPOSED TELECORP PROPOSED LNA'S g'.TLApITIC ANTENNA ARRAY (6 TOTAL) M gWLDING / CHECKED BY: M.C.B. ®65't AGL PROPOSED N (3 TOTAL) EXICESTING BRIDGE. 4' GATE �o i / SUBMITTALS �c EXISTING �O BELL ATLANTIC EXISTING T 5 t BUILDING 3' GATE - c o EXISTING EQUIPMENT r EXISTING E �+ 5 CB 057' III!III o `NER #1p0A BUILDING FENCE GK90 2 7/13/99 REV. 1 HISTORICAL dXIsTING ZO UTI�1((6A 1 7/7/99 ISSUED FOR HISTORICAL PROPOSED DAWN !��09E.0 / C REDWOOD TREE �_ EXISTING p((OPSSNG' m PROPOSED TELECORP - -- ICE i TO AT (SEE NOTE BELOW) PROPOSED 25' WIDE EQUIPMENT INSIDE - BRIDGE i- 1>'� T.(P� THE INFORMATION CONTAINED IN 0'"o EE'I UTILITY& ACCESS EXISTING TOWER AREA 'F yam, S EASEMENT THIS SET OF DOCUMENTS IS � a � G 4' GATE PROPRIETARY BY NATURE. ANY PROPOSED DAWN G / EXISTIN REDW000 TREE CENTER OF EXISTING TOWER 2 SECTOR -' �, O OM O USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO TELECORP LATITUDE: 470'166.4' cT _/ IS STRICTLY PROHIBITED. LONGITUDE: 7018'S5.5' O-P I' .............. ELEV- 32' FT NGVD - --'- ------ i O g AT IRS EXISTINGPRK Z .. EX\StI BENCH Of m II�......... NOTES: O ( 4�0C0`�R BELL ATLANTIC Ixlsn"c e' FENCE I PROPOSED OCEAN STREET GROUND ELEV. iliL 1) 5-6• CALIPER TRUNK SIZE. 6' GATEO 32't AMSL 2) TO BE INSPECTED & APPROVED BY / + N YN 017A x - BARNSTABLE TREE WARDEN. ` PROPOSED FENCE ADDITION 49 OCEAN STREET _ PROPOSED TELECORP NEXT TO EXISTING CHAIN UNK HYANNIS, MASSACHUSETTS PROPOSED FENCE ADDITION. FENCE 3) EXACT PLANTING LOCATION TO BE EQUIPMENT INSIDE FENCE STAIN TO MATCH EXISTING HEIGHT TO BE 1' OR 2' LOWER - DETERMINED IN THE FIELD. EXISTING TOWER AREA FENCE(PARK SIDE) THAN EXISTING BARB WARE FENCE SHEET 11na, t GRAPHIC SCALE � GRAPHIC SCALE FENCING DETAILS IN F= ( fN FEET) 1 i cL= 10 fL 1 Inch= 10 ft • SHEET NUMBER II TOWER SOUTH ELEVATION 1 SITE PLAN A-2 SCALE: 1"-10' A-) SCALE: 1"=70,,1 A-1 I� FILE: 5544.57A2 - I '.PROJECT INFORMATION m SCOPE OF WORK MODIFICATIONS TO AT&T EQUIPMENT AT AN EXISTING WIRELESS - TELECOMMUNICATIONS FACILITY 3 SITE ADDRESS: 49 OCEAN STREET HYANNIS.MA 02601 PROPERTY OWNER: NEW ENGLAND TEL&TEL CO ' C/O.VERIZON PROPERTY TAX DEFT P 0 BOX 152206 IRVING,TX. 75015-2206yVe LATITUDE 41.651768 LONGITUDE: 70.282116 ANTENNA ELEVATION: 78'AGL(ALPHA&GAMMA) , TOWNO(BARN SITE NAME: OCEAN STREET HYANNIS ' JURISDICTION: : TOWN OF BARNSTABIE - - . - SCURRENT USE. TELECOMMUNICATIONS FACILITY I T E'NUMBER: 1145 PROPOSED USE TELECOMMUNICATIONS FACILITY NAME OF APPLICANT: AT&T MOBILITY 550 COCHIRIATE ROAD T SUITES 13& 14 , .FRAMINGHAM,.MA 01701 VICINITY MAP; SCALE: 1"=1000' - _ DRAWING INDEX THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS s. SHEET DESCRIPTION, .REV DOCUMENT IS AT:THE SOLE RISK OF THE USER. - r $. 2 T01 .TITLE SHEET r r �u G01 GENERAL NOTES 2'-P�t 40. .. _ .. ._.:. .. . .. .._ .:• � - s�•`r.' _ �1 � � f41'• _- a a��-"f � ✓'a<- _ _ _ - .. ... -AO1- •--- 'COMPOUND PLAN&ELEVATION=- *s - -' AN' ANTENNA MOUNTING PLAN&DETAILS, 2 _ - -- - .. APPLICABLE BUILDING CODES AND STANDARDS - =- 7 ► w` y -- - - r A03 EQUIPMENT DETAILS . _ 2 / +• t. o ��a •t E01 GROUNDING DETAILS 2 - SUBCONTRACTOR'S WORK SHALL'COMPLY.WITH PROJECT STANDARD NOTES, SYMBOLS-AND DETAILS SEE K DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING PACKAGE). - SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION AHJ FOR THE LOCATION. 'THE EDITION OF THE - AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE(DATE OF CONTRACT AWARD SHALL GOVERN THE - -..- —.-.. _ �u - DESIGN. -{� • , dS , P.... SITE . , ,. BUILDING CODE: - BOCA NATIONAL BUILDING CODE.1999 ELECTRICAL CODE: NATONAI FIRE PROTECTION ASSOCIATION-(NFPA)70799SB k .`NATIONAL.ELECTRICAL CODE(NEC 2005) OTHER: AMERICAN CONCRETE INSTITUTE(ACI) 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEM CONSTRRUCTON,ASD, NINTH <>,' ;,�. .^°, - ,' ..:> i •�t�>, �- � .; � �, ,. _ ' INDUSTRY ASSOCIATION -F STRUCTURAL STANDARD FOR - EDITION TELECOMMUNICATIONS 0 STRY (TEA) 222 :• � -` }: L ';�. .,� 5 t :,-�"' ." ♦ _t 1:� S-' :.,J F`^`er'. • STRUCTURAL ANTENNA - TOWER AND ANTENNA SUPPORTING STRUCTURES:TA 607, COMMERCIAL BUILDING GROUNDING AND BONDING - _ <a�..F' _ �'t�a_ ♦ ! - .. REQUIREMENTS FOR TELECOMMUNICATIONS. - .. P INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81.GUIDE FOR MEASURING EARTH RESISTMiY,GROUND IMPEDANCE,AND EARTH SURFACE POTENTIALS Of A GROUND SYSTEM IEIf 1100 ^ 1999 RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, ( ) ., x.. RECOMMENDED PRACTICES ON SURGE VOLTAGES IN.LOW VOLTAGE AC POWER C6tG1R5 (FOR LOCATION1>.: n CATEGORY C3- AND -HIGH.SYSTEMEXPOSURE :" `�'•�"^�; � "y Mff ' `\� as 7a7 ' .. _ ... .. -� 'W ' � '';t "' ` `� FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS RES" OFRQN LIW ST :PIEM113fr SHALLTHWHE RE CONSTRUCTION,OR OTHER AA GENRAREiREM SECREQUIREMENT, E SPECIFIC t ;�s^� ir.c . � �: .� �2 :.P �� r � � - UNDERGROUND SERVICE ALERT REQUIREMENT SHALL GOVERN. 5 AT 72 HOURS PRIOR To DIGGING. 5 iH CONTRACTOR IS REQUIRED G- CALL AT °° o •'s o1c SAFE 666-ac-saFAF E OF AT&T MOBILITY Tc+•q ` 2 12,/a7/12 ISA4D FOR OOFBIfO)CTION—IW.Y61:X) OEGE C.6 CHAPPELL R.K.E>ECUTIVE CENTRE OCEAN STREET-HYANNIS AT&T MoelLm ' , 1o/2z/1z ralm FOR ooE1S1R11cTEON-E1EML ow crs CLEM ENGINEERING 201 BOSTON POST ROAD WEST At&t- -7400 cA - - - SUITE 101 �i '$50 CQCHITIIATE ROAD a1 qY/1s/12 6SVFD FOR OOf61RlICIION. pG1J^ MARLBOROUGH,MA 01752 = SITE#,1145 - - - / uSU OC Ul 14 q � TITLE SHEETASSOCIATES LLC : .: .. §=� OB/15/12 65UtD FOR REVVEEII _ DIGI t&t (soe)461 �/ FIRAMINGHAM, MA 01701 ..� ;,,.,; mr.eheppolmg'eieemg.eam - 48 OCEAN STREET N0. DATE iEVSOt6 BV - :Iae nn t>Q 10. FIY/WN6, MA 02601 _ •AS SHOWN wj o w 007 1145 TOt 2 ONAL � GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS.THE FOLLOWING DEFINITIONS SHALL APPLY: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301.Ad 318.ALI 336,ASTM AI84,ASTN A185 AND THE - `CONTRACTOR-SAI DESIGN AND CONSTRUCTION SPECIFICATIONFOR CAST-IN-PLACE CONCRETE. 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MAIERVJS SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR-GENERAL.CONIRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A OF THE.NEC AND IELCORDIA. OWNER AT&T. HIGHER STRENGTH(4000 PSI)MAY BE USED.ALL CONCRETE WORK SHAL BE IN ACCORDANCE WITH THE ACI 381 CODE OEM-.ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RA AND , ,TRANSPORT CABLING TO THE NEW EFTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SWILL CONFORM TO ASTM,A 615,'GRADE'.60,DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE CONTRACTOR FOR APPROVAL.. - FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A.185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE "El'AND All HOOKS SHALL BE STANDARD,LINO. 3.ALL'CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM GABLE SEPARATION AS REQUIRED BY ATTENTION OF CONTRACTOR. - THE NEC AND TELCORDIA. - 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AL APPLICABLE CODES, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON - 4•CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. - REGULATIONS,AND ORDINANCES:SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH - DRAWINGS: ALL LAWS.ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH........3 IN. 5.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH THE PERFORMANCE OF THE WORK CONCRETE EXPOSED TO EARTH OR WEATHER: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV /6 AND LARGER......................._2 IN. - PROTECTION.OR EQUAL).-THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA AND MATCH 4. ALL WORK CAMEO OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 15 AND SMALLER&WWF...........%IN. .. EXISTING INSTALLATION REQUIREMENTS. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS.- CONCRETE NOT EXPOSED TO EARTH OR WEATHER - " OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(I.E.,MOTS)SHALL BE LABELED WITH COLOR-CODED"INSULATION OR 5.. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL.......................31.IN. - ELECTRICAL TAPE(3M BRAND,N INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL).PHASE BEAMS AND COLUMNS................th IN.. - CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION.REUIREMENTS ' 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5.A CHAMFER).'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL.COMPONENTS SHALL BE CLEARLY LABELED WITH.ENGRAVED HAMACOID PLASTIC LABELS. .. 4.2.4. - ALL.EQUIPMENT SAIL BE LABELED.WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE - ,7. THE SUBCONTRACTOR SHALL INSTALLALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONFIGURATION,POWER OR AMPACITY RATING,AND BRANCH CIRCUIT 10 NUMBERS(I.E..PANELBOAHD AND CIRCUIT ID'S).. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED - - PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD BULL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT - .B.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHAD.BE B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILUNG - CLEARLY LABELED WITH.ENGRAVED LA ACOID PLASTIC LABELS. - .. SAL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR - HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNNG.CODES,SHALL BE STAINLESS STEE E OR HOT DIPPED - . GALVINIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSEr/REDHEAD OR APPROVED EQUAL S.ALL TIE WRAPS SHALL BE CUT FLUSH Will APPROVED CUTTING TOOL TO REMOVE SHARP EXXXES. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND Tt CABLES,GROUNDING 10.POWER,CONTROL;AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR ' CABLES AS SHOWN ON THE POWER GROUNDING AND TELDO PLAN DRAWING. SUBCONTRACTOR SHALL UTIUZE 7,CONCRETE CYUNDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN SO CUBIC YARDS 34 POWER. OR LARGER).AND V.OIL EQUIPMENT D WIRING OR TUBING CUSS B STRANDED COPPER CABLE RATED EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY'.SUBCONTRACTOR SHALL CONFIRM THE - (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER: (# ACTUAL ROUTING WITH THE CONTRACTOR - - (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS RANT.. FOR 90'C(WET AND DRY)OPERATION:LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM.USED. - - - " (B)CERIIFlCATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. UNLESS OTHERWISE SPECIFIED. _10.THE SUBCONTACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER THAN50 CUBIC YARDS THE GC SHALLPERFORM IKE CONCRETE CYLINDER TEST. 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL�SINGLE CONDUCTOR 6 AWC OR".STRUCTURES.ANY DAMAGED PART BULL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION . _ _ (f OF THE OWNER. - - .. 8.AS AN ALTERNATIVE TO OEM 7.TEST CYLINDERS BULL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF. LARGER).600 V.OIL RESISTANT THHN OR THWN-2 GREW INSULATION,CLASS B STRANDED COPPER CABLE- 11.SUBCONTRACTOR SHALL LEGALLY.AND PROPERLY DISPOSE OF ALL SCRAP"MATERIALS SUCH AS COAXIAL CONCRETE.FROM EACH DIFFERENT BATCH PLANT. - RATED FOR 90-C(WET AND DRY)OPERATION:LISTED OR LABIA.0 FOR THE LOCATION AND RACEWAY SYSTEM .. ,. CABLES.AND OTHER ITEMS REMOVED FROM THE.EXISTING FACILITY.ANTENNAS REMOVED SHALL R RETURNED - 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PINS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY USED,UNLESS,OTHERWISE SPECIFIED. .. •�, - TO THE OWNER'S DESIGNATED LOCATION. .. - CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. - 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,,SHALL BE SINGLE ' - - - - " 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. " -"' STRUCTURAL.STEEL NOTES: - CONDUCTOR+3 AWG SOLID TNNEDCOPPER GABLE,UNLESS OTHERWISE SPECIFIED. . " 13.POWER AND CONTROL:WIRING,NOT.IN.TUBING OR CONDUIT,SHALL BE yMULTI-CONDUCTOR.TYPE TC 11 THE SUBCONTRACTOR SHALL SUPERMSE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR - 1.ALL STEEL WORK SHALL-EE PAINTED OR GALVINIZED IN ACCORDANCE WITH.T14E DRAWINGS UNLESS OTHERWISE NOTED. - .CABLE(034..AWG.OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2.CLASS B STRANDED COPPER.CABLE 7 SHALL U SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, ONTRACUES,SEQUENCES,AND STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.-STEEL DESIGN, RATED FOR 90'C.(WEr AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION PROCEDURES FOR COORDINATING ALL PORTIONS .THE WORK UNDER THE CONTRACT. INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSRRRE OF STEEL CONSTRUCTION(ASC) MANUAL .- USED.UNLESS OTHERWISE SPECIFIED. - 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFlLLING - OF STEEL CONSIRUCI10N'' - - - -TRENCHES.SEALING t!.ALL POW AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND- ELECTRIGL CONNNEECTIONS FOR ENGINEERING RENEW.ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINALPOWER - 2,ALL WELDING SHALL BE PERFORM USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1-.1. - WIRENUIS BY THOMAS AND.8ETrS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO C PERFORMED WHERE FR1Ef WELD SIZES NE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC-MANUAL Of STEEL LESS THAN 75'C(90-C IT"AVAILABLE). 15.NOT USED.. _ _ - _ �' CONSTRUCTION'.9TH..mRION.PANTED SURFACES SHALL BE TOUCHED UP.. _ .. 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LAEI M FOR ELECTRICAL USE IN ACCORDANCE WITH . 1&SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO-COMMENCING ANY - 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(K-0)AND SMALL HAVE MINIMUM OF TWO BOLTS NEMA-UL ANSI/IEEE.AND NEC. _ - -• - - WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWISE - 18.NEW RACEWAY OR.GABLE TRAY WILL MATCH THE EXISTING INSTALUTION WH6E POSSIBLE SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR - - _ PROCEEDING WITH CONSTRUCTION. - - - 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE)6.OIA ASTM A 307 BOLTS UNLESS NOTED 0114ERWISE 17.ELECTRICAL METALLIC TUBING(EAR)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR -17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY .` 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED - f' SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION, ANY WORK ON EXISTING EQUIPMENT PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SOHALL CONFORM TOTHE MANUFACTURERS RECOMMENDATION FOR = - INDOOR LOCATIONS. MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR,SHAL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL _ 18.ELECTRICAL METALLIC LURING(LINT),ELECTRICAL NONMETALLIC TUBING(ENT),tOR RIGID NONMETALLIC' ' APPROPRIATE MNNIENANCE.WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNICHf. .WHEN DR WNG HOLESAN CONCRETE.SPECIAL INSPECTIONS,-REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. y' 18.SINCE THE CELL SIRE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS - .. - ` LEVELS,OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALLBE PROVIDED BY RAISEr/REDHEAD OR APPROVED EQUAL.._ - III.GALVANIZED smm INTERMEDIATE METAWC CONDUIT(AMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO-BE WORN - 6.CONTRACTOR 91ALL SUBMIT SHOP DRAWINGS FOR ENGINEER RENEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 20.RIGID NONMETALLIC CONDUIT(I.E,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE" - ." _ TO AIETf OF ANY DANGEROUS EXPOSURE LEVELS. STEEL _ - USED UNDERGROUND:DIRECT BURIED.IN AREAS OF OCCASIONAL LIGHT VDUCLE TRAFFIC OR ENCASED IN " REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.. - . - - 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH NSC"SPECIFICATIONS. - SITE WORK GENERAL NOTES: ." ,i 21.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(UQUD-TITE FLEX)SHALL BE USED INDOORS AND SOIL COMPACTION NOTES FOR SLaA ON GRADE - OUTDOORS,WHERE VIBRATION OCCURS"OR FLEXIBILITY IS NEEDED. 1.THE SUBCONTRACTOR SHALL CONTACT UNJTY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. -. _ 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBCRADE AND PLACE CRUSHED STONE' - 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE - 2 ALL EXISTING ACTIVE SEWER WATER.CAS.ELECTRIC,AND OTHER MUTES WHERE ENCOUNTERED IN THE WORK.SHALL BE AS REQUIRED. LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK.SHALL BE RELOCATED AS - - -2.COMPACTION OR - 23.CABINETS,BOXES,AND,WIREWAYS SHALL BE LISTED OR LABELED,FOR ELECTRICAL USE IN ACCORDANCE - DIRECTED BY.ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS - l- CERTIFICATION:AN INSPECTION AND WRITTEN CERRIFlCATI_ON BY A QUALIFIED GI:OTECHNICAL TECHNICIAN O _ - - ENGINEER IS ACCEPTABLE. - WITH NEMA UL ARSI/IEEE,AND NEC. . _ AROUND OR NEAR-arTIM SAFETY TRAINING SUBCONTRACTOR SHALL PROVIDE SA 1RAINING FOR THE WORKING CREW.THIS WILL INCLUDE - - - - - -BUT NOT BE UNITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRMAL SAFETY D)TRENCHING&EXCAVATION. - - r - - 24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE •3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL-BASE s1KAt1 BE COMPATCTED WITH S.ALL SITE WORK'SIOLL BE As INDICATED ON THE DRAWINGS AND PROJECT SPECXFlCATONS.•. COMPACTION EQUIPMENT',LISTED BELOW,TO AT LEAST 9OX MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD r - 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND,INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN i. _ - - C. - - DOWNWARD;SHALL BE PARDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 311 - 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SIZE AND 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.^PROVIDE 6'MINIMUM CRUSHED STONE OR GAVEL COMPACTED IN (OR BETTER)OUTDOORS' DISPOSED OF LEGALLY. _ _. 3-UFIS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 10OL PASSING 11 SIEVE ' 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SWU BE GALVANIZED OR - 5.THE SITE SHALL BE GRADED.TO CAUSE SURFACE WATER Tb ROW AWAY FROM THE Bf5 EQUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE.SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET.STEEL.SHALL MEET OR EXCEED.UL 50,AND RATED NEMA I (OR BETTER)INDOORS, - 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR(SUCH AS BOMAG EPR 30/30)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG RW 55E). OR NEMA 3R(OR BETTER)OUTDOORS - BE PLACED IN ANY FILL OR EMBANKMENT. AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED.ABOVE. 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- - 7.THE SUB CRADE SWILL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE - CORRODING;SHALL MEET OR EXCEED UL 514A AND NINA OS 1;AND RATED NEMA 1 (OR BETTER) - APPLICATION. COMPACTION EQUIPMENT: - - - INDOORS.OR WEATHER PROM=(WP OR BETTER)-OUTDOORS. 8.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILJTJES,WHICH INTERIM WITH THE EXECUTION OF THE I.HAND OPERATED DOUBLE UNUM,VIBRATORY ROLLER,VIBRATOR!PLATE COMPACTOR OR JUMPING JACK COMPACTOR - - 28.NONMETALLIC RECEPTACLE,�swrn ,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND WORK.SHALL BE REMOVED AND/OR GIPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE - RATED HERA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. CONSTRUCTION NOTES: - -" - 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR " '9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR 1.FIELD VERIFICATION: : - - BEFORE COMMENCING WORK.ON THE AC POWER DISTRIBUTION PANELS. - DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT - SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO n;. 30.THE SUBCONTRACTOR ALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED. - - - SHALL. PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO.SAFECUARD "+ 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF 2.COORDINATION OF WORK: .. AGAINST LIFE.AND PROPERTY. REWIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE SE WORK AND PROCEDURES WITH,CONTRACTOR. _ .31.ALL EIMPRICAL WORK SHALL BE PERFORMED IN ACCOR THE PROJECT SPECIFICATIONS,NEC - - CONTROL .� AND ALL APPLICABLE LOCAL CODES. - J.CABLE LADDER RACK: 32.CONDUIT ROUTINGS ARE SCHEMATIC. NTRACT 7STALL CONDUITS SD THAT ACCESS TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SIGNAGE. SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQURED EQUIPMENT IS NOT B TO SUPPORT CABLES TO THE NEW BR LOCATION. - 2 12/03/12 ISSUED FOR CONS RUCITON-REVISED DKJ C AT&T MOBILITY ENGINEER OCEAN STREET-HYANNIS AT&T,MOBILITY 1 10/22/12 ISSTJEII FOR CONSTRUCTION-FINAL E R.K. EXECUTIVE CENTRE ENGINEERING 201 BOSTOS POST ROAD WEST - - su1TE lot 550 COCHRUATE ROAD MARLBofloucH,MA Dnsz SITE#1145 SUITES 13 & 14 0.1 09/14/12 ISSUED FOR coNSTRucnoN $ . (508) 4e1-7400 att FRAMINGHAM, MA 01701 fn ®ASSOCIATES,LL.c -+ -GENERAL NOTES ..._. 0 OB/1S/12 ISSUED FOR REVIEW "'4 - GNii Slrucl'Jra! Land SurV@y'ill?g www.chappelienginearing.com 49 OCEAN STREET - NO. DATE REVISIONS 382 cm Na JOB 1q. OHO.Rq.ITV. HYANNIS, MA 02601 SCALE,AS SHOWN DESIGNED:DKI DRArm;D 1221.007 1145 1 G01 2 NOTES: - 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND 7. ALL(E)ACTWE SEWER,WATER,GAS,ELECTRIC,AND.OTHER UNLrRES WHERE ENCOUNTERED IN THE WORK,SHALL BE MAINTAINING ALL LINES AND GRADES-REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS - 2. ALL DIMENSIONS SHOWN THUS!ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRIWNC - ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFYALL DIMENSIONS WITH _ AROUND OR NEAR UTILITIES CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. PROJECT OWNER PRIOR TO CONSTRUCTION. B. ALL(E)INACTIVE SEWER,WATER,GAS..ELECTRIC'AND OTHER-UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK, - 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORM. PRIOR TO THE START OF SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH - CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH PROJECT THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY. ENGINEERING. .. OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. -9. THE AREAS OF 74 PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR GRAVEL, 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SHALL BE GRADED TO A UNIFORM SLOPE,FERTIUZED,SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED.AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHTTECT/ENGINEER,THE STATE; 10.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING ' - - COUNTY OR LOCAL.GOVERNMENT AUTHORITY. CONSTRUCTION,AS REWIRED. - - 5. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE - - - RESPONSIBILITY OF THE CONTRACTOR. - - r PROP.AT&T ANTENNAS 1 5 B. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. PER SECTOR TOTAL OF 3)CATIONS. - - _ - MOUNTED TO EXIST.LATTICE TOWER - ' PROP.AT&T RRUS MOUNTED TO 2 - . . -- EXIST.SECTOR FRAME (2 PER SECTOR.TOTAL OF 6) AD2 PROP.9E SURGE ARRESTOR 2 . MOUNTED TO EXIST.SECTOR FRAME AA2 L ¢EXIS I (1 PER SECTOR,TOTAL OF 3) 'F T. 4)AT&T PANEL AN7ENNA5 ALPHA&CAMMA - EL. 78-0'ACL .S2 AN PANEL TETMOSS u I B--76-0'ACL. ' ,= EXIST BUILDING - :PROP.AT&T IJNIENq/LS 1 5 - .. �1 p�AµTEp TO ENNAS Ipp9R013 . - (1 PER SECTOR TOrA,OF 3) - • - TO REPLACE EXIST.ANTENNAS A02 A02. - - - Q EXIST. 2J AT&T PANEL ANTENNAS B£TAf EL.-66'-0'ACX PROP.AT3EXIlTT.SECTOR FRAME z e - .. .,� �f PROP. 1 - _ - I . 2 .I PANEL AM801AS_� #1 - :..V. (2 PER SECTOR,ROTA.OF 8) � " EL 86-0.ML , PROP.9E SURGE ARRESTOR 2 PROP 10E SURGE ARRESTOR 2 •$ MOUNTED TO EXIST.SECTOR FRAME _ - » - MOUNTED TO E105T.TOWER LEG A' 02 ` ::•. (1 PER SECTOR TOTAL OF 3) - - - PROP.(1)FIBER&(2)DC CABLES N- x .PROP.9E SURGE MOUNTED TO EIOSr.SELT FRAME ROUTED ADJACENT TO EXIST.COAX - - - (i PER SECTOR.TOLL OF 3) A02 PROP.POWER PLANT CARNET WITHIN 3'O.D.FLEX CONDUIT AS REDID *, WITHIN EXIST.EQUIPMENT SHELTER - PROP.AT&T RRIS MOUNTED 2 . TO EXIST.SECTOR FRAME TO (2 PER SECTOR,TOTAL OF 6) PROP.AT&T RADIO ELNPMENT - - E=.PANEL ANTENNAS IN - PROP..AT&T ANTI7INAS WITHIN PROP.23'EQUIPMENT RACK A03 / POSITION.jI RELOCATED (1 PER SECTOR TOTAL OF 3) V TO POSITION/3 MOUNTED TO EXIST.LATTICE TOWER AOP AO2 PROP. (1)FIBER R(2)DC - - CABLES ROLRED ADJACENT. EXIST.AT&T - ` EXIST.PANEL ANTENNAS . PROP.GPS A4TE74NA MOUNTED - - TO DOST,COAX . fOU/PM£N7 SHELTER - ,(2 PER SECTOR, TOTAL OF 6) _ EXIST 9¢LTER, •3 - MOUNTED TO EXIST.LA77/Cf TOH£R _ _ ADJACDIT TO ELLIS7.GP$ANTENNA A02 - - - - 2 PROP. IOE SURGE ARRESTOR - - - - . - - A02 MOl1N1ED TO EXIST.TOWER LEG PROP. POWER PLANT CABINET PROP.CPS ANTENNA MOUNTED TO - - WITHIN EXIST. EQUIPMENT SHELTER AM- D=r.EQUIPMENT SHELTER, 3 EXIST. 104' ADJACENT TO EXST.GPS ANTENNA A02 LATTICE _ PROP.AT&T RADIO EQUIPMENT _ - - EXXST fEN T0VIER WITHIN PROP, 23'EQUIPMENT RACK x- * EXIST CPS ANTENNA MOUNTED I WITHIN EXIST. EQUIPMENT SHELTER A03 _* TO.EXIST.EQUIPMENT SHEL IER Lf y r -fi-x-x�x-x - _ '( EXIST AT&T EOU/PMfNT 5HE0ER , 4 S b 7 4 - �tGROUND LfV_fL 0•-O (ACL) COMPOUND PLAN 0 COMPOUND ELEVATION SCALE:I"-5' A01 - �, - 3 c SCALE:1/8'-1'-0' 0 2'-6' S'. 10' 1S, .. .. .. . ® 2 12/03/12 ISSUED FOR CONSTRUCTION-REVISED DNJ CJS y,-ME C AT&T MOBILITY ENGINEERING 201 BOS70N POST ROAD WEST ENGINEER R.K. EXECUTIVE CENTRE OCEAN STREET-HYANNIS AT&T MOBILITY 1 10/22/12 ISSUED FOR CONSTRUCTION-FINAL DKJ CIS V��� �� SUITE 101 550 COCHTTUATE ROAD MARLBOROUGH,MA 01752 SITE#1145 0.1 08/15/12 ISSUED FOR CONSTRUCTION pU CJs -+1 COMPOUND PLAN `& ELEVATION - ® ASSOCIATES,LLC SUITES'13 do 01 -4 (sos)481-7400 FRAMINGW4M, MA 01701 0 oe/,5/,2 ISSUED FOR REVIEW OK,I cJs vj Civil SITUCYUrB.1 Land SJrvevi;;S www.chcppellengineering.com 49 OCEAN STREET :{" N0. DATE RLYISIONS By CH 7382. JOB ND.' Oe6 Ilfl ITV. HYANNIS. MA 02601 .. 1 0''-10'- DESIGNED:Wo DRAVIN:DKJ 07 SCAM- 1145 A01 2 p PROP. PANEL ANTENNA P . EXIST. PANEL ANTENNAS IN P��j3ly (1 PER SECTOR.TOTAL OF 3) P`o POSITION 11 TO BE _ RELOCATED TO POSITION /3 PROP.(1)FIBER& (2)DC CABLES ROUTED ADJACENT TO DaST.COAX PROP. IOE SURGE ARRESTOR MOUNTED TO EXIST.TOWER LEG . EXIST.PANEL ANTENNA - _ (2 PER 5ECTOR, TOTAL OF 6) _ _ CAMMA - - .r MOUNTED TO EXIST.,LArnCE 70W£R UMTS PROP.AT&T RRUS MOUNTED TO DaST.SECTOR FRAME EX15T LATTICE TONER .. `(2 PER SECTOR.TOTAL.OF 6) EXIST.LArnCE70WR - PROP.9E SURGE�ARRESTOR MOUNTED TO EXIST. SECTOR FRAME EXI ._ w .. - .' ST.PANEL ANTENNAS IN ,(1 PER SECTOR,TOTAL OF 3) POSITION 11 RELOCATED uMTs TO POSITION 13 GAMMA -EXIST. ANTENNA MOUNTING PLAN 4 - PROP ANTE s NNA MOUNTING PLAN. '. .. SCALE:1/4'-p_p• A02 - y SCALE:1/4• t,_O. -. - PROP. 2*0 SCH.40. ANTENNA MOUNTING PIPE EXIST.ANTENNA o SECTOR FRAME • EXIST TOWER LEG- PROP. V.171 c. POP.J¢�I U 80LT = FOR 20 PIPE OPS ANTENNA— }. .. '. COLLAR BRACKET - - MOUNT KIT - PROP..PANEL ANTENNA A02 � II I I Ur0 SO.40 X 16't.C. ALL PROPOSED EQUIPMENT I I MIN SS OR GALX PIPE TO BE INSTALLED WITHIN II PLANE OF ANTENNA PROPOSED DUAL PA RRU PROP. (2) RRUS ON 2 EXIST.SECTOR FRAME A02 II O GROUND CPS MOUNTING STRUCTURE BACK 49 SHELTER ROOF P P TO N W PROP. CONSCO E EXTERIOR GROUND SYSTEM 2 I I SOLID BARE TINNED AND ATTACHED.W 2 PIPE'MOUNT KIT - Lail GALVANIZED AN � - .. „dTa CIE 0 HOLE LUG P/N: MT-219-H 2 PROP.nBE SURGE MOUNT TO E1asr.BUILDING WITH 2 I I A02 ARRESTOR MOUNTED TO O O EXIST. SECTOR FRAME .W EXPANSION BOLTS(TAP)_._ ,.:.'.: _. ------ --- - -- - - - ----- .. WELD PIPE TO ANGLE OR MOUNT WITH(2) - - --_''_-- _ - .. -- --- --------- --- . ,GALVANIZED)C U BOLTS AND HARDWARE .. )(°o COAX CABLE.YIIOILM . BENDING RADIUS PER - _ PROP. 10E SURGE ARRESTOR - PROPOSED FIBER/DC YAMWACNNFR$STANDARD ON EXIST.TOWER LEG A02 PROPOSED DUAL BAND ANTENNA PROPOSED SURGE SUPPRESSION (MOUNT BELOW RRU) DISTRIBUTION - ANTENNA DETAIL 1 EQUIPMENT DETAILS 2 ' GPS MOUNTING DETAIL MOUNTING ELEVATION e SCALE:N.T.S. 501 SCALE:N.T.S. A02 .SCALE: NOT TO SCALE - A02 SCALE:1'-1•-0* AM ' _ • 2 12/03/12 ISSUED FOR CONSIRUC1ION- REVISED DKJ AT&T MOBILITY NAM ®cHAPPEu OCEAN STREET-HYANNIS � c "CC R.K.EXECUTIVE CENTRE ��' AT&T MOBILITY 1 10/22/12 ISSUED-FOR COHSnh=ON- FOUL DIN CLEIY1G G ENGINEERING 201 BOSTON POST ROAD WEST - - p,1 OB S` ANTENNA MOUNTING PLAN & DETAILS SUITE tot a t 550 COCHITUATE ROAD SITE#1145 L/1 `. . /15/12 MSM FOR REV=ucnoN pfJ MARLBOROUGH,MA 01752 VI BUTTES 13 & 14 E ASSOCIATES,LLC '{ ING 01701 0 OS/1S/12 6R1ED FOR RENEW OKJ - (Soe)aet-7aoo . , FRAM HAM MA CP✓ii StruC!Ur£�'Land SCrdEyinv www.ehappdiengineering.eom 49 OCEAN STREET NO. DATE REMONS BY Na ,LOB ND I1B0 NX REV, HYANNIS. MA 02601 82 .As SHOWN ED DKJ IDRAW M 1.0071 1145 A02 2 /ONAC � - 200A C.B. ' SURGE BT5 2 _ - -� PANEL 1 PROP. RBS 6601. SURGE SUPPRESSION SYSTEM.MOUNTED IN PROP. 23'EQUIPMENT A03 RACK WITHIN EXIST EQUIPMENT SHELTER . - RBS - - ..s.. , x t SA r7rRY RA CK PROP.RACK MOUNTED SURGE ` SUPPRESSION SYSTEM RRU (DC6-46-60—RM) • - C/NEAGE - RACK PROP.RACK MOUNTED 30.0' ' Y� 3 PROP.POWER PLANT CABINET ERICSSON RBS 6601 WITHIN EXIST EQUIPMENT.SHELTER - -�^30.0".--{ RACK s HYANNIS - - RADIO .. _ ` .. ., DESK .. - a „ - POWERWA Lf - PROP. (1) RBER &(2)DC CABLES ROUTED ADJACENT TO DIIST.COAX — . WITHIN 3'O.D. FLEX CONDUIT AS REQ'D ARGUS PROP.TELECT 23' \\ 3 PROFLANGE RACKP.GPS ANTE"MOUNTED UNEQUAL OR APPROVED EQUAL P. A02 TO POST• EQUIPMENT SHELTER ,/� , EXIST.CPS ANTENNA MOUNTED . • FRONT .I VIEW � PLAN �AEW� . rO EAIST..EDUIPMENr SNEC TER EQUIPMENT RACK rl POWER PLANT DETAIL r3 EQUIPMENT SHELTER LAYOUT SCALE:N.T.S. A03 SCALE NOT TO SCALE [ SCALE 1/2• l'_0. I0,7 \� pF rA MIN cI+APPEL� OCEAN STREET-HYANNIS 2 12/03/12 LSSIM FOR casmucRON-REVtSM DKr CLEcM AT&T MOBILITY R.K.EXECUTE CENTRE AT&T MOBILITY 1 10/22/12 ISSUED FOR CONSTRUCTION—RNAL. DKr S ENGINEERING 201 BOSTOSUPOST0ROAD WEST - 550 COCHITUATE ROAD SITE#1145 0.1 09/14/12 rswm FOR cararnucnoN au EQUIPMENT DETAILS SUITES 1 14 MARL80ROUGH,MA 01752 RES 3 dt 0 08 15 12 ISSUED FAR REVIEW OKJ - -ASSOCIATES LLC ��. �' soe 4e1-7400 �^ IN 7 / �2 • ( ) FRAM GHAM MA 01 01 Civil$fruCtUrfl Land S4•r✓em,q www.chgppellengineering:eom 49 OCEAN STREET HYANNIS. MA 02601 ' No. GATE REVISIONS Etr K No +De Na Owo Na RLv. SCALE-AS SHOWN OESICNM DKJ DRAWN:DKr 1.007 1145 A03 2 f ' GROUNDING NOTES t - 1.THE SUBCONTRACTOR SHAH REVIEW AND.INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND • 1 LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE WITH THE NEC 1.DNOTES,T INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT F _ (AS ADOPTED FIY THE AM).THE SIIE-SPECIFIC(UL UPI.OR NFPA)LIGHTING PROTECTION CODE,AND - 3 GROUND WIRE DOWN TO ANTENNA GROUND BAR. GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS..THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. - -12•TO 24' 2,WEATHER PROOFlNG SHALL BE TWO-PART TAPE KIT.COLD SHRINK . . 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,R OIO,UGHMING PROTECTION. - SHALL NOT BE USED. TO ANTENNAS AND AC POWER GES'S)SHALL SE BONGED TOGETHER,AT OR BELOW GRADE,BY TWO.OR NOTE COPPER - ... ANTENNA CABLE BONDING CONDUCTORS IN-ACCORDANCE WITH THE NEC. - - 3.THE SUBCONTRACTOR SWILL PERFORM IEEE FALL-OF-POTKTIAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. : - - TX1 RX1 TX2 RX2 WEATHERPROOFNC WEATHERPROOFING KIT KIT(TYP,) - - 4.METAL.RACEWAY SHALL NOT BE USED AS.THE NEC REWIRED EQUIPMENT GROUND CONDUCTOR. (SEE NOTE 3) _ STRANDED COPPER CONDUCTORS WITH GREEN INSULATION.SIZED IN ACCORDANCE WITH THE NEC,SHALL CABLE GROUND KIT COAX JUMPER GROUND KIT(TIP.) - - BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BIS EQUIPMENT. . b 06 AWG STRANDED COPPER GROUND ') (SEE NOTE) 5.THE SUBCONTRACTOR.SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED WERE(GROUNDED TO GROUND BAR)(SEE TO ACHEIVE A TEST RESULT OF 5 OHMS.OR LESS ON TOWER STIES AND 10 OHMS OR LESS ON - NOTE I h 2) CONNECTOR ROOFTOP SITES.WHEN ADDING ELECTRODES.CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE - WEATHERPROOFING /6 AWG BEaWEEMHE ADDED ELECTRODE ANOANY OTHER EXISTING ELECTRODES EQUAL TO THE BURIED LENGTH OF : d. NOTES ... .. - KIT(TYP) - IKE ROD.IDEALLY.CONTRACTOR SHALL STRIVE TO KEEP THE SEPERATION DISTANCE EQUAL TO TWICE THE - SEE NOTE 2 ANTENNA GROUND BAR. . BURIED LENGTH OF THE RODS. - 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT . . - GROUND WIRE DOWN TO GROUND BAR. - SIMILAR TO DETAIL 3 WITHOUT INSULATORS.BONDED DIRECTLY 8.TOWER, WELDS OR T BE PERMITTED .S TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE ..k. 4 - ANTENNA CABLE TO TOP OF MONOPOLE OR - TOWER.MANUFACTURER OR THE CONIRACfORS.STRUCNRN,ENGINEER - - - - - 2•GROUNDING D SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR _ TO Bf5 EOUIPAIENf TOWER• - RECOMMENDED BY CABLE MANUFACTURER. (TYP.) .. - . _ 7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL 3 - WEATHER PROOFING SHALL BE TWO-PARE TAPE SUPPLIED WITH KIT. - TO ANTENNA #2/0 G , COMPRESSION AND BOLTED GROUND CONNECTIONS. - - ' SUPPORT PIPE. �"_____ ._ RATED TO SHALL .•y COLD.SHRINK SW NOT BE USED.. - .. LOWER CIGBE 8.COAX BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS - STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO-HOLE MECHANICAL TYPE BRASS CONNECTORS. - - - - - CONNECTION OF.CABLE GROUND _ - CONNECTION OF GROUND WIRE 9.ALUMINUM CONNECTIONS CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING - .� . PROPOSED D LTE KIT TO ANTENNA CABLE TO GROUNDING BAR :. PANEL ANTENNA 10.MISCELLANEOUS ELECTRICAL AND NON-ELECTIICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE„ - - ., DETAIL 3' - ♦:: _ ..- „> , BONDED.TO THE GROUND RING,.IN ACCORDANCE WITH THE NEC. TAIL DETAIL . - - - SCALE N.T.S. m1 - SCALE N.T.S. EAl - ... 11.METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH USIED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITYWITH 6 AWG COPPER WIRE UL APPROVED. .. GROUNDING TYPE CONDUIT CLAMPS.. 12 GROUND CONDUCTORS USED IN THE FACILITY GROUND AND UGHTNING PROTECTION SYSTEMS SHAH - - - - -NOT BE ROUTED THROUGH METALUJC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS - - - - - - - META=CONDUITS,.META SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN T IS - REQUIRED TO SE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS_OR LOCAL CONDITIONS, 19E�0 COAX CABLE - NON-METNIUC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USD. WHERE USE OF METAL gyp ALL) CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND . - - CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK-TO-BACK - CONNECTIONS ON OPPOSITE SIDES OF THE GROUND ARE PERMITTED. _ - - LIE 700 LT AW$ - - 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND - REMOTE RADIO REMOTE RADIO CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE HEAD UNIT HEAD UNITTO THE CONDUIT. - ,. 15.USE OFAIT BENDS IN THE PROTECTION GROUNDING CONDUCTORS•SHALL BE AVOIDED WHEN.4S - - lic •BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES,BENDS SHALL'BE MADE WITH A MINIMUM BEND .. DC POWER GABLE -. �. 2RADIUS OF a INCHES. - .. 5 16.EACH'INTERIOR TRANSMISSION CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTD TO THE m 7/16MASTER GROUND BAR WITH 8 AWC STRANDED,GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND - FIBER CABLE .: .. - .. - 16 AWG FROMWIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR CABINETI FRAME/PLINTH SCULL BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WTM 2 AWG SOLID RN-PLATED COPPER WIRE AITENN UNLESS NOTED OTHERWISE IN THE DETAILS. "" - : - - _ _ ROU/ IOf _. ` _ 33 o 1 SEE DETAIL 508A CABLE17.'EXOTHFRMIC WELDS SHALL BE USED FOR FOR ALLGROUNDING CONNECTIONS BELOW GRADE - -GROUND BM 'CONNECTIONS TO ABOVE GRADE UNITS SOUL BE.MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OU - ON WALL,WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEELL HARDWARE NCUDING SET LEGEND SCREWS.HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USD WITH WRITTEN PERMISSION-FROM - - ,+, _ ..NARTOWER1- COPPER GROUND BOAR,E�4�0.0 NEWTON INSTRUMENT CO. FLOOR AN1FN BECHTEL.TELECOMMUNICATIONS MARKET REPRESENTATIVE. - -� _ � ., ^ GT.N0.B-6142 -,H LE CENTERS TO HATCH NEMADOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SZE WILL1&ALL EXTRIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND.BAS AND THE GROUND RING,SHALL BE'2 AWG SOLID TIN-PLATED COPPER UNLESS OTHERWISE INDICATED. ON NUMBER OF. .. (2)�Y DC . 2- hNSUlARYATO R NEWTON NSTRUNENT CAT.OUNON 3061N4 OR EOUA19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND RING SHALL BE FORMED USINGPOWER CABLEHIGH PRESSURE CRIMPS OR-SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. - OO O O O O O O O O Q - 'I. , . , - 3- 5/8'LACKWASRERS,'NEWTON INSTRUMENT CO. 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL „:.. O CAT.NO.3015-8 OR EQUAL 21.ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP (12)PAIR BU "WO HOLE LUG.OR 1. 4- WALL MOUNTING BRACKET.NEWTON INSTRUMENT CO..CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASS - FIBER NOTR: - - - EXOTHERMIC WELD TO BE _ CAT NO.A-6056 OR EQUAL - - CONNECTORS WITH STAINLESS STEEL.RAMARE,INCLUDING SET SCREWS SHALL BE USED FOR USED WITH 12 AWC BCW - ` CONNECTION TO ALL ROOFTOP TRMISM1590N EQUIPMENT AND STRUCMAL STII... _. 1. ONE PROPOSED ANTENNA SHOWN, "T0 BUILDING SER...GROUND _ 5- 5/8-11 X 1*HHCS BOLTS.NEWTON INSTRUMENT CO. 22 BOND ALL METALUC OBJECTS WITHIN 6 FT.OF THE BURIED GROUND RINGNIIH 2 AWG SOLID - MAIN - ALL SECTORS SIMILAR. OR GROUND RING - CAT NO.3012-1 OR EQUAL TIN-PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF (BASIAND) POWER PLANT 2. NO MODIFICATIONS TO EXISTING •-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES. 6- INSULATORS SOUL BE ELIMINATED WHEN BONDING DIRECTLY TO EXISTING GROUND CONDUCTORS ARE ENCOUNTER,BOND EXISTING GROUND CONDUCTORS TO NEW - UNIT' - - ANTENNA PLUMBING REQUIRED. SHALL ONLY USE EXOTHERMIC WELDS. - TOWER/MONOPINE STRUCTURE.CONNECTION TO TOWER/MONOPINE t` CONDUCTORS. EXISTING ANTENNAS NOT SHOW - - STRUCTURE SHALL TIE PER MANUFACTURERS RECOMMENDATIONS. . FOR a>RTr. INSTALLATION OF GROUND 3. SEE FINAL RF DATA SHEET FOR WIRE TO GROUND BAR GROUND BAR DETAIL °= ANTENNA CONFIGURATION. . ONE LINE PLUMBING DIAGRAM 5 DETAIL 1 DETAIL 2 1 . SCALE:NOT TO SCALE FD1 .. SCALE N.T.S. Wl - 'SCALE:N.T.S. EDI �10F 1� �cHAPPELL OCEAN STREET-HYANNIS 2 12/03/12 ISSUED FOR CONSTRUcTION-REVISED DKr CLE AT&T MOBILITY R.K.EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST ,. A -AT&T MOBILITY 1 10/22/12 FOR CONSTRUCTION-FINAL DKJ ENGINEERING SUITE 101 - .l ,y_ 550 COCHITUATE ROAD O 1 08/14/12 ISSUED FOR CONSTRUCTION. OKJ - MARLBOROUGH,Ma m752 - SITE#1145 u /VV` sulTEs t3 do t4 GROUNDING DETAILS ® ASSOCIATES,LLC 0 08 15 12 ISSUED FOR REVIEW DKJ (508) 481-7400 FRAMINGHAM, MA 01701 382 C'iv;l Sfr cbuia1 1 cnC+ Wveying WWW.cheppellengineering.com 49 OCEAN STREET .y _ NO. DATE - REVISIONS BY NO, JOB N0. OXK:.on - HYANNIS, MA 02601 •AS SHOWN DFSIpCED:DKJ - ORArm:DKJ 21.007 1145 E01 2 . PROJECT INFORMATION TOYNN OF Pi1�1'i ISTABLE` SCOPE OF WORK: MODIFICATIONS TO AT&T EQUIPMENT AT AN EXISTING WIRELESS } (, (,1 TELECOMMUNICATIONS FACILITY t `E()E S t } 1`lab + �� SITE ADDRESS: 49 OCEAN BOULEVARD • HYANNIS, MA 02601 PROPERTY OWNER: NEW ENGLAND TEL&TEL CO at C/O VERIZON PROPERTY TAX DEPT P O BOX 152206 I R IRVING.TX. 75015-2206 - - t ` T LATITUDE.. 41.65176T - , r LONGITUDE:. -70.282116 m 4 ANTENNA ELEVATION: 78'AGL(ALPHA • ! 66'"G` `BET & GAMMA) f R SITE NAME: OCEAN BOULEVARD --HYANNIS . JURISDICTION:. " TOWN OF BARNSTABLE - . CURRENT USE: SITE - 1 . TELECOMMUNICATIONS FACILITY'•- " `. ` '- y - �,� R� 1145 - - . 1 TE NUMBER: ,. PROPOSED USE:' " TELECOMMUNICATIONS FACILITY. - - - - - - -s ' •: NAME OF,APPLICANT:•. AT&T MOBILITY 550 COCHITUATE ROAD A - _ „ SUITES 13 & 14 - •.. e. .. a x,. • " •.,' • FRAMINGHAM,:MA 01701 . Mai �,• '. • .. 1"=1 0' DRAWING INDEX , . 1 r,. {� � � ,VICINITY MAP SCALE: 00 LL a r D x 1 THIS DOCUMENT,WAS DEVELOPED TO'REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS'AND IS H .- ... - .< • - :_. . - REV ♦NOT TO BE USED FOR ANOTHER SITEDR WHEN OTHER CONDITIONS DOCUMENT IS AT.THE SOLE RISK OF THE USER. S Y ♦ PERTAIN. REUSE OF THIS -SHEET DESCRIPTION TITLE SHEET L NOTE , Uc POUND PLAN G01 GENERAL • � A01R` COMPOUND N&ELEVATION 6 ANTENNA MOUNTING PLAN&DETAILS 6 " s. � u "';e; fir'•.�:- r" A02" AN a e , AND STANDARDS, ¢ . ,; _ APPLICABLE BUILDING CODES � • � ._ • ", <� eIe B E A03' EQUIPMENT DETAILS 6 t: t'w - SUBCONTRACTORS WORK SHALL COMPLY WITH PROJECT STANDARD`NOTE S,.SYMBOLS AND DETAILS,(SEE DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING.PACKAGE). GROUNDING DETAILS dl COMPLY WITH ALL APPLICABLE NATIONAL STATE AND LOCAL,CODES AS SUBCONTRACTOR WORK.SHALL a-.�•� � �� �� ,d 30§ ': �..; ,. ''r• Y. ,f v ADOPTED BY THE LOCAL.AUTHORITY HAVING JURISDICTION AHJ FOR THE LOCATION. THE EDITION OF THE - ..< :.., `„'= I' <.�`' ,- ., - <. � • �'. ' " AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE-DATE.OF CONTRACT AWARD SHALL GOVERN THE. ^?+ • „�, '' �, - '' °�`.� �' �,ex ` "" . M1 m s, F SIGN. ., > BUILDING CODE. C ^r Fdil II ' BOCA NATIONAL'BUILDING CODE 1999. # a PT a , ` ELECTRICAL CODE: � _r .: < , , .`4N ` -, a .�'.. s .,� • a -NATIONAL FIRE PROTECTION ASSOCIATION.(NFPA)_70-9956 NATIONAL ELECTRICAL CODE: NEC 2005), .. e - >�' s. 2 a f - - OTHER: �� r ,.; ;' ,.: '4.•, .'"t: .' . ^` �?i � H y t., � _ AMERICAN CONCRETE INSTITUTE (ACI) 318,BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE W AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF.STEEL CONSTRUCTION,'ASD, NINTH + EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD.FOR k m T. k ? � '• "' ' STRUCTURAL ANTENNA , ING AND BONDING TOWER AND ANTENNA SUPPORTING STRUCTURES:'TIA 607, COMMERCIAL.BUILDING"GROUND REQUIREMENTS FOR TELECOMMUNICATIONS. • , s' ti 1ti{ b 1 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 * G " - ± ` )'• (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41,_ r, � as• ;v,a - '° � �' �' >si' ` 1:' "�'` ��'; ��- 11 •:' ` RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS(FOR LOCATIONBIUIf CATEGORY •C3"AND "HIGH SYSTEM EXPOSURES '• "; , e O j ` #.#N g s r` Ia19 BI;M 4 T.# ,e FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE'REQUIREMENT SHALL GOVERN. P' UNDERGROUND SERVICE ALERT' WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC : ir REQUIREMENT SHALL GOVERN. { y` V, • t+ LEAST 72 HOURS PRIOR TO DIG _ • ., ♦ - y W HE CO TRACTOR 1S RE DIGD TO CALL .. A G, DIG SAFE T 4 aaro I G s' Z�►OF 8 10/os/15 ISSUED FOR CONSTRUCTION CAW 1s ISSUED FOR CONSIItUC11oN CAW - ,` ... �- 8 09/04/ DAVI AT&T MOBILITY y I '®CHAPPELL OCEAN BOULEVARD-HYANNIS 4 R.K.EXECUTIVE CENTREt&t AT&T MOBILITY /28/18 ISSUED FOR CONSTRUCTION CAW ENGINEERING 201 BOSTON POST ROAD WEST 550 COCHITUATE ROAD 3 02/08/15 ISSUED FOR CONSTRUCTION CAW J '♦,.TITLE SHEET' ' SUITE 101 SITE#1.145 MARLBOROUGH,..MA 01752 x e §. ,,( SUITES , A 01 .2 11/06/14 ISSUED FOR CONSTRUCTION cis J i &t �®ASSOCtATES,ILC 7-7 >� FRAMINGHAM, MA 01701 1 •www.cha08) 48 400 ` 49 OCEAN BOULEVARD .4 '{":• ,• Cyrt stwoufai La;;.t t+'WB}7{�Y PPellengineering.com - �' �� REVISIONS _ ' �' ''�' ' HYAN NIS, MA 02601 "` :AS SHOWN DESIGNED:DKJ DRAWN:DKJ t � 1.034 1145_V T01 6 OVAL n „, GENERAL NOTES: CONCRETE AND REINFORCING STEEL- NOTES ELECTRICAL IUSTA=ON NOTES* -1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A784,ASTM A185 AND THE ' 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: - DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. CONTRACTOR-SA 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS,UNLESS NOTED OTHERWISE A OF THE NEC AND TELCORDIA. OWNER-AT&7 - HIGHER STRENGTH(4000 PSI)WAY BE USED.ALL CONCRETE-WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OEM-ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS 70 . CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT.THE CELL SITE TO 3.REINFORCING STEEL SHALL CONFORM To ASTM A 615,GRADE 60.DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE - FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND ALL HOOKS SHALL BE STANDARD,UNO. THE NEC AND TELCORDIA ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON q.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH DRAWINGS: ' CONCRETE CAST AGAINST FARTH........3 IN. S.EACH END OF EVERY POWER,GROUNDING,AND Tt CONDUCTOR AND CABLE SHALL BE LABELED WITH _ ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE EXPOSED TO EARTH OR WEATHER: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTC ELECTRICAL.TAPE WITH W THE PERFORMANCE OF THE WORK. 06 AND LARGER..........................2 IN. '. - PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH AND SMALLER - 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY C W .......... IN. EXISTING INSTALLATION REQUIREMENTS. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TOo EARTH G OR WEATHER R OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(I.E.,HOTS)SHALL BE LABELED WITH OR N COLOR-CODED INSULATION 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY: SLAB AND WALL..........................�IN. ELECTRICAL TAPE(3M BRAND.)I INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).PHASE BEAMS AND COLUMNS................%IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT.APPURTENANCES, 5.A CHAMFER Y4'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO•IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL COMPONENTS SHALT.BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. - - 4.2.4. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING.PHASE CONFIGURATION,WIRE 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN.ACCORDANCE WITH MANUFACTURER'S ' 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED CONFIGURATION,POWER OR NUMBERS) ANITYD RATING,AND BRANCH CIRCUIT I NUMBERS M E., )SHALL OARD AND CIRCUIT ID'S). _ RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT B.CLEARLY LABELED (WI NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ro NUMBERS)SHALL BE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES.SHALL BE STAINLESS STEELS OR HOT DIPPED - 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EXXXES. GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND 71 CABLES.GROUNDING .10.POWER,CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR CABLES AS SHOWN ON THE POWER.GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 7.CONCRETE CYUNDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (e34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED CORER CABLE RATED EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR_SHALL CONFIRM THE- - (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; - FOR 90-C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, ACTUAL ROUTING WITH THE CONTRACTOR. .(A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. _ UNLESS OTHERWISE SPECIFIED. - (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. - _ - .. ~ SHALL BE SINGLE CONDUCTOR(f6 AWG OR 10,THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS.PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. _ 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION LARGER),600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE OF THE OWNER. - B.AS AN ALTERNATIVE TO REM 7.TEST CYUNDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF RATED FOR 90'C(WET ARID DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CONCRETE FROM EACH DIFFERENT BATCH PLANT. - § USED,UNLESS OTHERWISE SPECIFIED. .'GABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED _ - 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS R IS VERIFIED BY 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS.OR BELOW GRADE,SHALL BE SINGLE o TO THE.OWNER'S DESIGNATED LOCATION.PREMISES IN CLEAN CONDITION NOTES:CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. .. - ,. . t-. - CONDUCTOR B3 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. , 12.SUBCONTRACTOR SHALL LEAVE PREM . r STRUCTURe� STEEL '" -. A - .. � � � � 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDOR,SHALL BE.MOLT CONDUCTOR,TYPE TC " 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR I.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS UNLESS OTHERWISE NOTED. CABLE(�34 AWG OR LARGER),600 V,'OIL RESISTANT THHN OR THWN-2.CUSS B STRANDED COPPER CABLE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS.TECHNIQUES,SEQUENCES,AND STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN, RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. * , INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE.WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(RISC)-MANUAL USED,UNLESS OTHERWISE SPECIFIED. 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACIMLLING s OF STEEL CONSTRUCTION'. 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE.COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL - - , 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS 01.1. WIRENUfS BY THOMAS AND BEETS(OR EQUAL). LUGS AND WIRENUIS SHALL BE RATED FOR OPERATION AT NO ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW, - _-WHERE FILLET WELD SIZES ARE NOT SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL LESS THAN,7YC(97C IF AVAILABLE). _ - CONSTRUCTION".9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. - - 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH 15.NOT USED. ° 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(>i'0)AND SHALL HAVE MINIMUM OF 7W0 BOLTS NEMA,UL,ANSI/IEEE,AND NEC. WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWISE. 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. I SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 9C DVS ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(LE_RIGID PVC SCHEDULE 40,OR PROCEEDING WITH CONSTRUCTION. - - - - z, ,RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE).SHALL BE USED FOR EXPOSED 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY - `- S.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED INDOOR LOCATIONS. J .. _ SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT - PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN - - DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING 18.ELECTRICALS METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. • HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN - - ,CONDUIT(RIGID PVC,SCHEDULE 40)SH41 BE USED FOR CONCEALED INDOOR LOCATIONS. MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE 18.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WREN WORKING AROUND HIGH' GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSEF/REDHEAD OR APPROVED EQUAL _ LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY • .) - 20.RIGID NONMETALLIC CONDUIT(LE..RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONAL RF EXPOSURE MONITORS ARE TO BE.WORN - - 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL • . - - STEEL - USED UNDERGROUND;DIRECT BORED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS _ REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. ALL STRUCTURAL STEEL WORK-SHALL BE DONE IN ACCORDANCE WITH AISC.SPECIFICATIONS. _ - HALL BE USED IN STTF WORK GENER61 NOTES: COIL COMPACTION NOTES FOR SLAB ON GRADE' 21.LIQUID TIGHT FLEXIBLE N OCCURS C COR FL (LIQUID THE FLEX)S DOORS AND 4 OUTDOORS.WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. ` -- t 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE, - 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF•CONSTRUCTION., 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE LOCATION USED. SETSCREW FRTNGS ARE NOT ACCEPTABLE A - ., . 2.ALL EXISTING ACTIVE SEWER.WATER,GAS.ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK.SHALL BE AS REQUIRED. - 23.CABINETS,BOXES,AND WIREWAYS SHALT.BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2,COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL,TECHNICIAN OR WITH NEMA.UL,ANSI/IEEE,AND NEC. _ DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRIVING PIERS - - ENGINEER IS ACCEPTABLE. „ , - - AROUND OR NEAR UTIUTIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE' - - 24.CABINETS,BOXES.AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE.BUT NOT BE LIMBED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. - .. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION.THE'UNDISTURBED SOIL'BASE SHALL BE COMPACTED WITH 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 'COMPACTION EOUIPMENT',LISTED BELOW,TO AT LEAST 90%MODIFIED.PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD + 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN, C. DOWNWARD;SHALL BE PA DUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEW 3R 4.IF NECESSARY,RUBBISH,STUMPS.DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND q,COMPACTED SUBBASE SHALL BE UNIFORM AND`LEVELED..PROWDE 6'.MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN _ (OR BETTER)OUTDOORS. !, - DISPOSED OF LEGALLY. 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 1001 PASSING#1 SIEVE. - 26.EQUIPMENT CABINETS.TERMINAL BOXES,JUNCTION BOXES.AND PULL BOXES SHALL BE GALVANIZED OR . 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. S.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS, S.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR(SUCH AS 80"SR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS SOMAG BW 55E). OR NEMA 3R(OR BETTER)OUTDOORS BE PLACED IN ANY FILL OR EMBANKMENT. y .AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND L 27•METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- COMPACTED AS STATED ABOVE. CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) .. 7.THE SUB GRADE SHA.6 RF,COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE COMPACTION EQUIPMENT- INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. - APPLICATION. PLATE COMPACTOR OR JUMPING JACK COMPACTOR. NEMA S.ALL EXISTING INACTIVE SEWER,WATER.GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE 1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER.VIBRATORY 8.NONMETALLIC RECEPTACLE.SWITCH,ARID DEVICE BOXES SHALL MEET B EXCEEDERET)OUTDOO TDOO OS 2;AND RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(VIP OR B WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE RRS. ' WITH THE EXECUTION OF THE WORK.SUBJECT 10 THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. _ CONSTRUCTION NOTES: - 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR _ BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS _ 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR 1. CONIELD VERIFICATION: - ' DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO DISTRIBUTION NST LIFE ANDLS IN ROPERTY.ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF 2.COORDINATION OF WORK: 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.NEC REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. AND ALL APPLICABLE LOCAL CODES. CONTROL 3.GABLE LADDER RACK: 32.CONDUIT ROUTINGS ARE SCH OR SHALL INSTALL CONDUITS SO THAT ACCESS TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SIGNAGE. SUBCONTRACTORP SHALL F CABLES TO URNISHINSTALLBTS TOCABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCKED. - N. 6 10/09/151 ISSUES FOR CONSTRUCTION CAW cis \ASV AT&T MOBILITY CHAPPELL OCEAN BOULEVARD-HYANNIS s 08/Da/15 ISSUED FOR CONSTRUCTION CAW CJ /'� R.K.EXECUTIVE CENTRE ���� AT&T MOBILITY 4 02/06/15 ISSUED FOR CONSTRUCTION CAW u ENGINEERING 201 BOSTON POST ROAD WEST 550 rTES 1UATE ROAD 3 IY{/OB/15 ISSUED FOR CONSTRULTON CAW J GENERAL NOTES ���•••/// MARLBOROUI SUITE MA 01752 SITE#1145 ' SUITES t 3 & t 4 ® - ASSOCIATES,LLC (508)481-7400 FRAMINGHAM, MA 01701 2 11/06/14 ISSUED FOR CONSTRUCTION CJS J �` Cml SttuctLlYB!EBAdSpVCNITSI www.chappellongineering.com _ 49 OCEAN BOULEVARD NO. DATE REVISKM By N0' owo HYANNIS MA 02601 AS SHOWN DESIGNED:DKJ DRAWN;DM 1.034 1145 GOI 6 ' .. � ONAL'~ , NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND 7. ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROTECTED AT ALL TIMES,'AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS n 2. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DIRECTED ENGINEERS.EXTREME CAUTION SHOULD BE USED THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND ORR NEAR UTILITIES. ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH it UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. PROJECT OWNER PRIOR TO CONSTRUCTION. B.'ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTIUDES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF . CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH PROJECT THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. OWNER'S RF ENOINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 9. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER.THE STATE, 10.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING COUNTY OR LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION,AS REQUIRED. 5. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR - PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. - PROP.AT&T ANTENNAS (3 PER SECTOR.TOTAL OF 6) A02 A02 . ON PROP.SECTOR MOUNTS 0 78'AGL EXIST.PANEL AN7ENNAS (I PER SECTOR, TOTAL OF 2),F.XISL OIPLEXERS(2 PER O AID I SECTOR, TOTAL OF T E SECTOR.TOTAL OF 4)TO R£MAIN0 73'AGL , 1 _ x EXIST- 7 - (2 PER SECTOR.TOTAL Of 4) 8 s - BEHIND ANTENNA 0 76'AGIL PROP.AT&T RRUS ,Y, • - PROP.A2 MODULES (5 PER SECTOR,TOTAL OF 10) CL FXISL 2)AT&T PANEL AN_TFNNAS ALPHA&GAMMA 2 E a--G"ACL �2 (2 PER SECTOR,TOTAL OF 4) . - EXIST.BUILDING - - , ROPsB PANEL ANTEN ".. _ MOUNTED BEHIND ANTENNAS 0 78'AGL PROP.AT&T ANTENNAS EL=.78-V AGIL I EXIST.SURGE ARRESTOR 1 5 x I 2 (�SECTOR,TOTAL OF 2) `3 ON PROP.SECTOR MOUNTS A02 A02 + • - ,SECTOR,TOTAL OF 9 ` - I ' A02 MOUNT O 78 AGIL PROP.TO SECTOR P.AT&T ¢EXIST. 1)_AT&T PANEL AN_7EN BETA I AT&TT R.TOTAL OF 5) PRO RRUS . .. .(S PER SECTOR,TOTAL OF 15) r = as ( .A2 MODULES E� c.=ss-D"AGL 1 2 PROP. &PROP.A2 MODULES A02 I. I�-- A02 2 PERPSECTOR,TOTAL OF 2 (2 PER SECTOR.TOTAL OF 8)) .. fL PROP PANEL'ANTENWS ( ) . -•, ..MOUNTED BEHIND ANTENNAS .. 6 EXIST.1MA - 86_ , U B AGL _ ( PER SECTOR.TOTAL.OF 6)-x .. . ' 0�"' 0' MOUNTED BEHIND ANTENNAS 8' A02 BEHIND ANTENNA , EXI5E PANEL ANTENNAS. I PROP.AT&T ANTENNAS (I PER SECTOR, TOTAL OF 1).EXIST.OIPLEXERS(1 PER SECTOR, ,.a 1 5 (3 PER SECTOR,TOTAL OF 3) TOTAL OF 2),&EX/SE RET;S(2 PER SECTOR, TOTAL OF 2) 1' A02 A0Y bN PROP.SECTOR MOUNTS EXIST.CPS ANTENNA(TYP OF 2) - • TO REMAIN®66 AGE 0 66 AGL MOUNTED.TO EXIST.EQUIPMENT SHELTER '" 1 EXIST.SURGE ARRESTOR EXIST.TMA 8 2 1 PER SECTOR,TOTAL OF 1 EXIST LANDLORD - -------- --��--- " EXIST.PANEL ANTENNAS I ( ) EQUIPMENT SHELTER ' -r--- ( (2 PER SECTOR.TOTAL ' 2) MOUNTED TO PROP.SECTOR ' 1 PER SECTOR,.TOTAL OF 3).EX/5T. � A02 I A02 _ UlPLEXERS(2 PER SECTOR, TOTAL BEHIND ANTENNA 0 66'AGL I MOUNT O 88'AGL EXIST.COMMON ( - OF 5),&EXIST.R£T'S(2 PER _ - • EOUIPMfNT ) , SECTOR, TOTAL OF 6) + - PROP.(2)FIBER AND(4)OC CABLES I + I- - TO REMAIN - ROUTED ADJACENT TO O(IST.CABLES PROP.EQUIPMENT WITHIN EXIST _ I - .,xl I ` AT&T 12'AIB'LEASE AREA 84 Y EXIST.SURGE ARRESTOR 1 , EXIST.EQUIPMENT SHELTER (1 PER SECTOR,TOTAL OF 3) 1 A02 COUNTED TO PROP.SECTOR MOUNT . �______ ________ _ • I t A • )( EXIST. 12.T/e"COAX,(1)RBER&(2) r_ Al I DC CABLES TO REMAIN -PROP.(2)FIBER AND(4)DC CABLES FX75T. 104' - • _ I . ROUTED ADJACENT TO EXIST.CABLES La rnc£ _1 TOIGE4 EXIST:CAPS ANTENNA(TYP OF 2) I MOUNTED-TO EXIST,EQUIPMENT SHc'L7ER '�x��A'SL FENCE EXIST.(12,1 T/e COAX, FIBER, (2) I ,v 5 _ _ _ I• , '_•-x�'�-x DC CABLES TO REMAIN - +{ I xl/ PROP.EQUIPMENT WTnWhl - --x�x��x EXIST. EQUIPMENT SHELTER A03 EXIST.AT&T EQUIPMENT SHELTER I " EZ. =O'_ "(AGL) a COMPOUND PLAN COMPOUND ELEVATION SCALE:1•-5• Aot SCALE:1/6•= - 0 2•-6" 5' 10' is* L�y( 6 10/09/15 ISSUED FOR CONSTRUCTION CAW cJs QA AT&T MOBILITY OCEAN BOULEVARD-HYANNIS s 09/04/15 ISSUED FOR coNsrnucTlDN CAW® CHAPPELL R.K. EXECUTIVE CENTRE AT&T MOBILITY 4 oe/25/16 isSUm FOR CONSTRUCTION CAW 201 BOSTON POST ROAD WEST 550 COCHITUATE ROAD ENGINEERING 3 02/0e/15 ISSUED FOR CDNSTRt1CT1oN CAW J COMPOUND PLAN & ELEVATION - - I SUITE 101 SITE#114514 ®ASSOCIATES,LLC MARLBOROUGH,MA 01752 � .�t FRAMINGHAM.&� BUTTES , &.MA 01701 2 11/06/14 ISSUED FOR CONSTRUCTION cis J06 _ (508)481-7400 ` 7 C,•!vIrC ctuict Land Surveying www.chcppellengineering.com 49 OCEAN BOULEVARD N0. DATE REVISIONS LTY , NO. JOB 5 DYN, N0.REV HYANNIS, MA 02601 i u 1 L9' 1.034 1145 A01 6 „ - 1'�10'-0- NED:DKJ DRAWN:DKJ r> NOTE: REFER P T RFD FOR R FINAL Q EQUIPMENT CONFlGURATION (3 PER P SECTOR, AL F /1�u pSJ�' PROP.AT&T RRUS iJ sill ON PROP.SECTOR MOUNTS O 7B'AGL / &5 PROP.A22 PER MODULES OF 10) / Pa EXIST.SECTOR MOUNTS- (2 PER SECTOR,TOTAL OF 4) TO BE REMOVED MOUNTED BEHIND ANTENNAS O 80'AGL (IER P SURGE ARRESTOR SECTOR,TOTAL OF 2) EXIST. (6)TOTAL DIPLIXERS AND(6) EXIST,TMA (MOUNTED TO PROP.SECTOR MOUNT O 78'AGL TOTAL TMA'S TO BE RECONFIGURED FOR (2 PER SECTOR,TOTAL OF 4) r, NEW ANTENNA ARRANGEMENT BEHIND ANTENNA O 78'AGL EXIST.PANEL ANTENNAS GAMMA - (I PER SECTOR, TOTAL OF 2),EXIST _ OM7S OLPLEXERS(2 PER SECTOR, TOTAL OF 4)& EXIST REF'S w REMAIN®78(AGL R SECTOR. TOTAL OF 4)TO _ EXIST.PANEL ANTENNA (2 PER SECTOR, O TOTAL OF EXIST.TMAS PROP,2%*O.D. R T (2 PER SECTOR,TOTAL OF 6) STABILRER BAR(1YP.) - Gas EXIST.LATTICE 70w£R • EXIST. PANEL ANTENNAS PROP. 12'-0'SECTOR FRAME 1 PER SECTOR,TOTAL OF 3) TR TOWER ( EXIST.PANEL ANTENNAS EXIST.LA CE ANDREW P N MTC3615 OR • TO BE RELOCATED TO PROP. MOUNTS � PER SECTOR, TOTAL Of! EXIST DlpCEXERS 2 APPROVED EQUAL J E I. ' PER SECTOR, 10TAL OF 2),&EXIST.PETS(2 PER GAMMA_ SECTOR TOTAL OF 2)TO REMAIN®66'Aa IXISf.`IMA GA E (2 PER SECTOR,TOTAL OF 2) BEHIND ANTENNA O IW AGO. - .PROP.AT&T ANTENNAS 3 PER SECTOR,TOTAL OF 3) (ON PROP-SECTOR MOUNTS O 66'AGO EXIST.PER SECTOR,TOTAL OF 1) . MOUNTED TO PROP.SECTOR MOUNT O BB'AGL PROP.AT&T RRUS 6� (5 PER SECTOR,TOTAL OF 5) &PROP.A2 MODULES (2 PER SECTOR.TOTAL OF 2) EXIST.`ANTENNA MOUNTING PLAN_] PROP. ANTENNA MOUNTING PLAN "�"'� "'"°ANTENNAS®� A°` SCALE:1/4"_l'-0' A02 SCALE:1/4" 1'-0" A02 , _ MOUNTING PIPE MLR.) �W PROP. PIPE MOUNTED RRU PROPOSED ANTENNA MOUNTING POLE(IYP. `PROP.PIPE o ° « MOUNT ADAPTOR -- - =RUN _ '- x • ' PROPOSED MOUNTING `'�=_PRE-9 ��-_165'--y f 4. BRACKET • >$aaeo D 24' - e 9, a PROPOSED ANTENNA 4 e ' PROPOSED RRU'S L FRN'.4SON RRU'S(S PER SECTOR.TOTAL OF 151 ., PROPOSED SURGE r SET CM.) NTIt� e ERI(SSON A2 MODULES (2 PER SECTDR.TOTAL OF 6) ARR RAYCAP DC6-48-60-18-8F(TOTAL OF 3) 1B• MODEL OTY W H D WEIGHT POWER WEIGHT: 32.8 LBS(141.45 N) ' RRUS-71 6 17.0" 19,T 7.2' S1 LBS 2x40W SUPPRESSION CONNECTION METHOD: COMPRESSION LUG,#2-814 AWG COPPER, - [Y`I HPA-65R-BluI-HIS-K (TOTAL OF el ('CI OPA-65R-LGUU-Nfi (TOTAL- F -. RRUS-72 3 18.5" 20.4• 7.5' 58 LBS b60W /2-�12 ALUMINUM - DIMENSIONS(HxWxD): 72'x14.8"x9' DIMENSIONS(HxWxD): 72'xl4.8x7.4' RRUS-32 3 12.1" 26.7' 6.7' 60 LBS 4x25W• ENVIRONMENTAL RATING: IP 68,7M 72HRS WEIGHT(W/PRE-MOUNTED BRACKETS): 51 LBS WEIGHT(W/PRE-MOUNTED BRACKETS): 73 LBS RRUS-E2 3 18.5- 20.4" 7.5" 1 58 LBS 4x25W NUMBER OF RADIOS PROTECTED: 6 CONNECTOR: Wis DIN FEMALE CONNECTOR: Wis DIN FEMALE A2 MODULE 6 15.1" 16.4 '3.4- 1 22 LBS N A ' RADOME MATERIAL ALUMINUM. RADOME MATERIAL: ALUMINUM PDWERm LGP,1,7201 TMA RADOME COLOR: LIGHT GRAY RADOME COLOR: LIGHT GRAY - • DIMENSIONS(HxWx0): 14'xt6"z4" ANTENNA DETAIL EQUIPMENT DETAILS 2 TMA DETAILS B ANTENNA & RRU MOUNTING SCALE:N.T.S. -�1 . SCALE:N75. - A02 SCALE:NTS A02 NTS A02 - 6 10/09/151 ISSUED FOR CONSTRUCTION CAW CJS DAVI AT&T MOBILITY -. • P,MASSDCtATES,LLC CHAPPEu OCEAN BOULEVARD-HYANNIS S 08/25/15 ISSUED FOR GONsrRucnON CAW R.K.•EXECUTIVE CENTRE AT&T MOBILITY 4 08/25/15 6S1ED FOR CONSTRUCTION GW 1 T T R 20 80S ON POS OAD WEST A ROAD AIL$ NEERtNG "� ' 550 COCHITU TE 3 02/o6/1s �suED FDRCONSTRUCTION Gw J NTENNA MOUNTING PLAN & DETENGI I t tD SITE#1145 sulTTs 13 & 14 MARLBOROUGH,MA 01752 at&� 2 11/OB/14 ISSUED FOR CONSTRUCTION CJS J(sae)aet-74GD FRAMINGHAM, MA 01701 DATE REVISIONS B7 KU . JOB NO. IW&N0 RLv Ci G'ivit SY T2CtllT$t Lend 5UTv8yiny www.chappe6engineering.com 49 OCEAN BOULEVARD N0. HYANNIS, MA 02601 r.AS SHOWN IDESMED,M DRAww mw 1i/ � �4 1.034, 1145 AO2 6 Iy - , lf' 1 ^ y - EXIST LANDLORD EOUIP1.14NT SHELTER 200A C.B. 1 , IRANSECR SWITCH EXIST. COMMON EOUIPMENT BTS 2 SURGE • - ', � .. � ._—_ (REMOVED) Y • . ' _ PANEL BTS J - (RENOVfD) RA TTERY 320 6 RACK I 1 i .. a .I. EXIST AT&T 12'XIB' • .. .I EOUIPMENT LEASE AREA RRU RACK ,• - - 9V91tl@PoNANTCIA€1�000i100m10017000V011 .EXIST POWCR PLANT:.. s III®IGAm®17JI®Iw�CIPMEER11011W10111 - I EQUIP. , •• , I -' r. , ALT&T 1 1 PROP.RECTIFIER WITHIN RAIE CK / AW DW.POWER PLANT CABINET . `' -~• - PROP.RECTIFIER WITHIN I - EXIST.POWER PLANT r � .. _ •. -- � - J 1 EQUIP. � I7 27.0' ^„ I RACK IICIITTIM MINIM i91IUPl i - - r HYANNIS RADIO .DESK I. . _ ... I POWERYIAVE 1 _ I 1 TFF x j 1 ARGOS 01 EXIST GPS ANIENNA(7'1P QF 2) PROP. A XE AND(4)DC CABLES MOUNIED TO EXIST.FOUIPMENT SHELTER-� 1 - ROUTED AWACEM TO EXIST.CABLES _I 1.. EXIST-(1)FIBER,(2)OC CABLES. f &(12)7/g•COAX 7'0 REMAIN FRONT VIEW PLAN VIEW -s 1 POWER PLANT DETAIL r, ' r EQUIPMENT SHELTER LAYOUT 2 _ SCALE:NOT TO SCALE A03 SCALE:1/2' V-0' A03 OF _- 6 10/09/15 WSUED FOR CONSTRUCTION CAW CJS IVAYI AT&T MOBILITY Pam CHAPP� OCEAN BOULEVARD-HYANNIS s os/oa/15 sum FOR ca+sTRL7cnoN GW 9d YR.K.EXECUTIVE CENTRE 1 AT&T MOBILITY 4 08/25/15 ISSUED FOR CONSTRUCTION GW ENGINEERING 201 BOSTON POST ROAD WEST - 550 COCHITUATE ROAD 3 02/09/15 ISSUED FOR CONSTRUCTION GW i EQUIPMENT DETAILS SUITE 101 SITE#1145 j SUITES 13 & 14 MARLBOROUGH,.MA 01752 �� � 2 11/06/14 ISSUED FOR CONSTRUCTION CJS J !9� ASSOCIATES,LLC FRAMINGHAM, MA 01701 W (50B)481-7400 49 OCEAN BOULEVARD KS' CiY'i7 JL'UCTUhi!�d$li"VQ/tf1Cf' www.GAappallengfneering.Com N0. GATE REVISIONS 8Y �• .. ,1�NO. ON0.N0.REV. HYANNIS, MA 02601 y .AS SHOWN ED:DKJ DRAWN:DKJ { 1.034 1145 A03 6 ! ONAI I r GROUNDING NOTES 4 2 r 1,ffi7 INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT 1.THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND GROUND WIRE DOWN TO ANTENNA GROUND BAR.. LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE WITH THE NEC 0 7/182 ° o °°� (AS ADOPTED BY THE AHJ),THE SITE-SPECIFlC((AIL,CPI,OR NFPA)UGHFING PROTECTION CODE,AND p8 AWG FROM - I�� ° u 12+TO 24+ 2'WEATHER PROOFING SMALL BE TWO-PART TAPE KIT.COLD SHRINK GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL ANTENNA CABLE ° o ° SHALL NOT BE USED. - 'r REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. ° al.o °T° ' GROUND KIT 3 ®° ° ° 0 1 SEE DETAIL SOBA a TO ANTENNAS 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION, o o ANTENNA CABLE AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE,BY TWO OR MORE COPPER GROUND BAR o BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. ON WALL, FLOOR OR ON _ LEGEND TX7 RX7 TX2 RX2 WEATHERPROOFING 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-PoTENTb1L RESISTANCE TO EARTH TESTING(PER ANTENNA TOWER I- COPPER GROUNDBAR,Y-X4-X20',NEWTON INSTRUMENT CO. WEATHERPROOFING KIT . KIT(TYP.) (AT.NO.B-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA (SEE NOTE 3) IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL CABLE GROUND KIT COAX JUMPER GROUND KIT(IYP.) 4.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. VARY BASED ON NUMBER OF GROUND CONNECTIONS) - '6 Ate,STRANDED COPPER GROUND �') 181 (SEE NOTE) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL �-�^ WIRE(GROUNDED TO GROUND BAR)(SEE -BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO FITS EQUIPMENT. co`J O co O '0 2- INSULATORS,NEWTON.INSTRUMENT CAT.NO.3061-4 OR EQUAL �O ^ O. �-,I 1 's" \ - NOTE 1 &2) a CONNECTOR 5.THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED �/ �:J �-/ �J�'-•./ V 3- 5/8-LOCKWASHERS.NEWTON INSTRUMENT CO. Kit(TYRPROOFING 6 AWG TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS ON TOWER SITES AND 10 OHMS OR LESS ON O CAT.N0.SOTS-6 OR EQUAL Kit('NOTE I ii it ROOFTOP SITES.WHEN ADDING ELECTRODES,CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN '' SEE NOTE 2 ANTENNA GROUND BAR, THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODES EQUAL TO THE BURIED LENGTH OF THE - 4- WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. I.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT SIMILAR TO DETAIL 3 WIT}101R _ ROD.IDEALLY.CONTRACTOR SHALL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE 'TWO HOLE LUG,OR GROUND WIRE DOWN TO GROUND BAR. +' EXOTHERMIC WEIR TO BE CAT N0.A-6056 OR EQUAL ANTENNA CABLE INSULATORS.BONDED DIRECTLY BURIED LENGTH OF THE RODS. - - 2.GROUNDING KIT SWILL BE TYPE AND PART NUMBER AS SUPPLIED OR - TO FITS EQUIPMENT, TO TOP OF MONOPOLE OR USED WITH 82 AWG BCW TOWER. 6.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TO BUILDING SET,.GROUND 5- 5/e-11 X 1'HHCS BOLTS,NEWTON INSTRUMENT CO. RECOMMENDED BY CABLE MANUFACTURER. (iYP.) " TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. - OR GROUND RING CAT N0.3012-1 OR EQUAL _ �2/0 GREEN +-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 6- INSULATORS SHALL'BE EUMINATED WHEN BONDING DIRECTLY TO 3'WEATHER PROOFING 5NOT BE TWO-PART TAPE SUPPLIED WITH KIT. TO ANTENNA 4----- ----r INSULATED TO 7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL TOWER/MONOPINE STRUCTURE.CONNECTION TO TOWER/MONDPINE SUPPORT PIPE .- SHALL ONLY USE EXOTHERMIC WELDS. COLD SHRINK SHALL NOT BE USED. � LOWER COBE COMPRESSION AND BOLTED GROUND CONNECTIONS. - • - STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.' - - 8.COAX BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS INSTALLATION OF GROUND CONNECTION OF CABLE GROUND CONNECTION OF GROUND WIRE STEEL HARBRASS DWARE THE BRIDGE AND THE TOWER GROUND BAR USING TWO-HOLE MECHANICAL TYPE WIRE TO GROUND BAR GROUND BAR DETAIL KIT TO ANTENNA CABLE TO GROUNDING BAR 9.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING DETAIL ,, 1 DETAIL 2 DETAIL- DETAIL ' CONNECTIONS. - 3 4 _ ` 10.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE SCALE:N.T.S. _ SCALE:N.T.S. EDT 'SCALE:N.T.S. EDT • - - SCALE:N.T.S. E01 BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. 11.METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE.UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. • , { 12.cRouNO coNDucrolls USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL' ALPHA AND GAMMA SECTOR PLUMBING DIAGRAM BETA SECTOR PLUMBING DIAGRAM NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS.METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS _REQUIREMENTS OR LOCAL CONDITIONS, - `- i' �Antenna2 ' Antenna�.,',: Antenna 4:,�` REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE Q -: e ,.. - ,15t ,Antenna i iAntenna"2 ?�' A Antenna 3:" ,. AntennaA T, ,. ':..Antenna L ::': NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL ,_ • • - ,` 5 -a UMTS DB _ ac 5i:_`.Li'E 7ODCE%WCOGSM.850.,. "•LTE 950/AtVS ''•'k J `-1FE 7008C/PGi w r CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND - _ .- - LIFE 700 DE/WCS/GSM 850 `a^• -LIE 85d AWS"' - - LTE 700 itC•"/PC "` { _ _ -__ ,. - CONDUCTOR SHALL BE BONDED TO EACH DID OF THE METAL CONDOR. - e�a�ana F#wahaaa s�oa°sam ., aroam+na uoaaeena aoaamaa „a aaw e,a�aat., �, -a E.aa�a°a - e-db" &°adea°i. &°adE°nd 3,uaJEa + �E+oaalulm 3maawnb. dm7tlnsml �- araaetaM araadaaoa 9r�raa° .. BrtaQbenc. 5roaabt3w BED t3na 5.0.a Wa i7uv. lY.:o N9f I 'HE. FE4 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK-TO-BACK o� " tna w 4+ 44n. We}, 3[,K €+. - I,,Wt H Lw+ Env HIp< „en Lox Flan Ho CONNECTIONS ON OPPOSITE SIDES OF THE GROUND ARE PERMITTED. i- Lua H6•A, - H'.gn + �' " va/a5u ! '. 950 700 ifl0/&59 7Celasn TOLY@SO >ro/Asa + csc Tw . -4a AS *45 45 ATrl4R't 4Ta/4Rs 411-45 4T44tk 4Te%48', ., e45/-45 41V°Wo 1,71 Fe '05f-45. 4TA(9fN -QSfAS 4i:f4°,u `4Sr 5 a451•�5 T'aJ4rtt 4;./aa„ essl.:s tir/5q, aT 4Rn -4ei-15 9Tel3Flr GT+lafU A, 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND / ! -:4sl�5 -4i4AS «?s{as aa51.1s ti5(ss _ _ +45J-•5 +45{.45 wslas e55A45 =5 -IS f�. +45!•45 -45y5 CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE ^4sf 5 -a TO THE CONDUIT. I&USE OF 9P BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 '< - • _ - !.. TAT der lire -aAr I ,rh,' Ilcr T. ; 11cr I rzC 3s _ANY xu, au flEr .c .. ,� - A77 FRT MT k 'we ;��_... .S_ *+ wr BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES,BENDS SHALL BE MADE WITH A MINIMUM BEND-• --- I _. __._ - RADIUS OF 8 INCHES. 1 EACH INTERIOR TRANSMISSION CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE - _ •• MASTER GROUND BAR WITH 6 AWG STRANDED,GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRE UNLESS NOTED OTHERWISE IN THE DETAILS,EACH OUTDOOR CABINET FRAME/PUNTH SHALL BE .. .'-- _ +O�''" "`"' + - +m�4. -- ' -'• "`" 'Y"' _ - - - -- m .+o • d Y �u DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 2 AWG SOLO TIN-PLATED COPPER WIRE FUTURE: UNLESS NOTED OTHERWISE IN THE DETAILS. - •' - _:. FOR FOR!LLL GROUNDING CONNECTIONS BELOW GRADE. - 17.EXOTHERMIC WELDS SHALL BE USED .. ✓ CONNECTIONS TO ABOVE GRADE UNITS SHAH BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR I .1 WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE INCLUDING SET , . SCREWS. -. .'- - •SomRwe, r •Iz.Nx � +wsr t.. `.ir - • ::maaw, - H,,.ex vsma�n-wmuo+d ` 18.ALL EXTERIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, - as I I'- • +"*1+-0'av1 ;',.a t • f.,! SHALL BE 2 AWG SOLID ITN-PLATED COPPER UNLESS OTHERWISE INDICATED. - 19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND.RING SHALL BE FORMED USING n _` HIGH PRESSURE CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. - - °pa Fbll I � 20.ALL D(IERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. .> ,a _ ancu/au ••- '''''��''°��" ((��. C"wl!M 21.ON ROOFTOP STIES WHERE EXOTHERMIC WELDS ARE A FIRE K47ARD COPPER COMPRESSION CAP - - - - CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASS - ---'- - •" 1 ,_' -i d «..� CONNECTORS WITH STAINLESS STEEL HARDWARE,INCLUDING SET SCREWS SHALL BE USED FOR ' - : - ''• I - pp x { CONNECTION TO ALL ROOFTOP TRANSMISSION EQUIPMENT AND STRUCTURAL STEEL --•�- s ` I _ rr +, sr +•„ 22.BOND ALL METALLIC OBJECTS WITHIN 6 FT.OF THE BURIED GROUND RING WITH 2 AWG SOLID a ' TIN-PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF - - I e EXISTING GROUND CONDUCTORS ARE RECOUNTERED,BOND EXISTING GROUND CONDUCTORS TO NEW CONDUCTORS. owe �i i TI}I �• , .,. : ♦ '. e. a platy _� ... +� r�._ -_ - - --. �:� -• _. ' �P1am :• �.- , - ) - . -...• - -ra I v,ry a GSA1a50 prg. "YBtl, D6t3N5° 0813206 ti4fA 850 - U c� t •. r 6 10/09/15 ISSUED FOR CONSTRICTION CAW CJS DAVI AT&T MOBILITY 5 09/04/15 ISSUED FOR CONSTRUCTION CAW - OCEAN BOULEVARD-HYANNIS P'm CHAPPELL R.K. EXECUTIVE.CENTRE HAT&T MOBILIT( 4 08/2S/18 LSSUED FOR CONSTRUCTION � CAWENGINEERING 201 BOSTON POST ROAD WEST 550 COCHRUATE ROAD 3 02/06/15 ISSLIED FOR CONSTRUCTION CAW J GROUNDING DETAILS SUITE 101 SITE#1145 �� t SUITES 13 & 14ASSOCIATES,LLC MARLBOROUGH,MA 01752 2 11/OB/14. ISSUED t'DR CONSTRUCTION CJS J (508)481-7400 FRAMINGHAM, MA 01701 06 t•;t, C�vu Ssucrr,rai Land ut1,"sCryiFi wwwxhappellengineeringxc - 49 OCEAN BOULEVARD f �• a� O N0' '�qD' HYANNIS, MA 02601 I S p� DRAqN:DKJ (i'� 1.034 1145 E01 6 ISCALE:ASi - TONAL { - T07-M OF BARNSTABLE PROJECT INFORMATIONt at SCOPE OF WORK: MODIFICATIONS TO AT&T EQUIPMENT AT AN EXISTING WIRELESS ;I nIfi'I15 1 pp TELECOMMUNICATIONS FACILITY SITE ADDRESS: 49 OCEAN BOULEVARD HYANNIS, MA 02601 PROPERTY OWNER: NEW ENGLAND TEL&TEL CO - C/O VERIZON PROPERTY TAX DEPT• ° '� ° �`�� • °•� P O BOX 152206 q j ON IRVING,TX. 75015-2206 - - ) "Y LATITUDE: 41.6517687 - - LONGITUDE: -70.282116' ANTENNA ELEVATION:, 78'AGL (ALPHA& GAMMA) 66'AGL (BETA' - - SITE NAME: OCEAN BOULEVARD = HYANNIS ' JURISDICTION: � TOWN OF BARNSTABCE � -CURRENT USE: - TELECOMMUNICATIONS FACILITY - * • SITE NUMBER: 1145 ` PROPOSED USE: TELECOMMUNICATIONS FACILITY - NAME OF APPLICANT: AT&T MOBILITY 550 COCHITUATE ROAD FMMINGIH3AM, t A 01701 VICINITY MAP SCALE: 1"=1000' DRAWING INDEX Fes, THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS SHEET DESCRIPTION REV NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. - TOT TITLE SHEET 6 a . I r'. -. GENERAL NOTES G01 TS 6 • • p �"� �.' A01 COMPOUND PLAN&ELEVATION• 6" `� i ,^•mob •°T. io^"'��'"•• �-,�e�i +r>,:,�ar�e`. p k !4'9� ± •- A02 ANTENNA MOUNTING PLAN&DETAILS 6 , APPLICABLE BUILDING CODES AND STANDARDS t , . ' o ;1 .' ! w� t • �, rr� e E.. "'*"f' �'r•� A03 EQUIPMENT DETAILS 6 a o s'-' . ,( -03 `+. y... e• E01 GROUNDING DETAILS' 6 SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARD NOTES, SYMBOLS AND DETAILS (SEE DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING PACKAGE). !• s Jam_ SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ) FOR THE LOCATION. THE EDITION OF THE - AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE i f ' o + a DESIGN. o P.. SITE •� G BUILDING CODE: BOCA NATIONAL BUILDING CODE 1999 e. S • � ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-99S6 4 � NATIONAL ELECTRICAL CODE (NEC 2005) e' OTHER: r 0 +E AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'" r Q 1 �D , ,/ , 0 , ? _ `•` AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION,ASD, NINTH w L '• EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION(TIA) 222-F, STRUCTURAL STANDARD FOR +� o � i�� ° •° STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING 1 ~ REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE) 81, GUIOE FOR MEASURING EARTH �o+ �� •:; ' RESISTIVITY, GROUND IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 U (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41,.. e . 9[ a S RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION a' G e v BIUff : CATEGORY 'CY AND "HIGH SYSTEM EXPOSURE' • , C "` i FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS' OF CONSTRUCTION, OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. "JI $ ersi iR (� d UNDERGROUND SERVICE ALERT WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFICek REQUIREMENT SHALL GOVERN. r , �'" AT LEAST 72 HOURS PRIOR TO DIGGING, THE CONTRACTOR IS REQUIRED TO CALL S' DIG SAFE AT 1-888-DIG-SAFE a tNOF 6 10/09/15 ISSUED FOR CONSTRUCTION CAW C,1S DAA AT&T MOBILITY Pam CHAPPELL OCEAN BOULEVARD-HYANNIS ;' 4 09/25/13 ISSUED FOR CONSTRUCTION CAW t 4 08/29/18 ISSUED FOR CONSTRUCTION CAW R.K. EXECUTIVE CENTRE AT&T MOBILITY ENGINEERING 201 BOS70N POST ROAD WEST 550 COCHITUATE ROAD 3 02/08/iS ISSUED FOR CONSIRIICTION CAW J TITLE SHEET SUITE 101 SITE#1145 �t& SUITES 13 & 14 ASSOCIATES,LLC MARLBOROUGH,MA 01752 2 11/06/14 ISSUED FOR CONSTRUCTION CJS J 06 _ /�;'" (508) 481-7400 FRAMINGHAAA, MA 01701 ttV ,,rryt!�FrUvIU1&t+-?nd&jfveyf"7J www.choppellengineering.com 49 OCEAN BOULEVARD NO. DATE REVISIONS BY 0 ')B�NO. ONTO.No.RE1C HYANNIS, MA 02601 1 ISO—AS SHOWN ED:DKJ pRAyyN;DK1 (if 1.034 1145 ° GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: EL EMICAL INSTALLATION NOTES: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A184,ASTM A785 AND ME . 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 1.WIRING.RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS CONTRACTOR-SAI • SUBCONTRAC70R-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 2B DAYS,UNLESS NOTED OTHERWISE.A OF ME NEC AND TELCORDN. , OWNER-AT&T HIGHER STRENGTH(4000 PSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OEM-ORIGINAL EQUIPMENTMANUFACTURER REQUIREMENTS TFRANSPORi CABLING TO THE NEW B15 EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60.DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE CONTRACTOR FOR APPROVAL FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND ALL HOOKS SHALL BE STANDARD,UNO. THE NEC AND IELCORDIA - ATTENTION OF CONTRACTOR. 4.ME FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4.CABLES SHALL NOT BE ROTTED THROUGH LADDER-STYLE CABLE TRAY RUNGS, 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, DRAWINGS: REGULATIONS,AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH CONCRETE CAST AGAINST EARTH........3 IN. 5.EACH END OF EVERY POWER,GROUNDING,AND T7 CONDUCTOR AND CABLE SHALL BE LABELED WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS.AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE EXPOSED M EARTH OR WEATHER: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W THE PERFORMANCE OF ME WORK. 16 AND LARGER..........................2 IN. PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH #5 AND SMALLER&WWF............1YJ IN. EXISTING INSTALLATION REQUIREMENTS. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY , SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES.ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(I.E..HOTS)SHALL BE LABELED WITH COLOR-COOED INSULATION OR SLAB AND WALL.••••••.•••••-......•"'�IN, ELECTRICAL TAPE(3M BRAND,X INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).PHASE 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. BEAMS AND COLUMNS........:.......041 IN. CONDUCTOR COLOR CODES SWUM CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS 6. UNLESS NOTED OTHERWISE,ME WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES, 5.A CINMFER N'SHALL BE PROVIDED AT,ALL EXPOSED EDGES OF CONCRETE,LINO,IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED UMACOID.PLASTIC LABELS AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 424 ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING.PHASE CONFIGURATION,WIRE CONFIGURATION,POWER OR AMPACIIY RATING,AND BRANCH CIRCUIT ID NUMBERS(LE.,PANELBOARD AND CIRCUIT ID'S). 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SIWLL BE PER MANUFACTURER'S WRITTEN RECOMMENDED RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 8.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR - DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING CLEARLY LABELED WITH ENGRAVED.LAMACOID PLASTIC LABELS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUITED BY GOVERNING CODES,SHALL BE STAINLESS STEELE OR HOT DIPPED 9•ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP DMES. GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD DR APPROVED EQUAL 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES,GROUNDING 10.POWER,CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR CABLES AS SHOWN ON ME POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTIUZE 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (834 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE.RATED - EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE -(ISC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; FOR 90-C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, ACTUAL ROUTING WITH THE CONTRACTOR. _ _ (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPUERS PLANT. UNLESS OTHERWISE SPECIFIED. (8)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND - FOR GREATER.TITAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. - 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(/6 AWG OR STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION - - LARGER),600 V,'OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CUSS B STRANDED COPPER CABLE - OF ME OWNER - 8.AS CONCRET E .ALTERNATIVEE FROM EACH DIFFERENT BATCH PLANT.TEN 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF RATED FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM T 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL - USED,UNLESS OTHERWISE SPECIFIED. CABLES AND OTHER ITEMS REAGVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED - 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED Bi 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS.OR BELOW GRADE,SHALL BE SINGLE TO THE OWNER'S DESIGNATED LOCATION. - - CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. - CONDUCTOR 83 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. SMUCTUR&-STEEL NOTES: 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SFNLL BE MULTI-CONDUCTOR,TYPE TC 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR 1.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS UNLESS OTHERWISE NOTED. CABLE.(g34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-.2,CLASS B STRANDED COPPER CABLE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES.SEQUENCES.AND STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN, RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)'MANUAL USED,UNLESS OTHERWISE SPECIFIED. - 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFIWNG OF STEEL CONSTRUCTION'. - 14.ALL POWER AND GROUNDING CONNECTIONS.SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINNING NEW WALLS OR FINAL 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS DIA. LESS BY THOMAS AND BELTS(OR EQUAL). .LUGS AND,WIRENUIS SHALL BE RATED FOR OPERATION AT NO ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. - WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE ME MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL LESSS TFHAHA N 75'C(9OC IF AVAILABLE).. 15.NOT USED. CONSTRUCTION-,9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. 15.RACEWAY AND CABLE TRAY SHALL BE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS()•'m)AND SMALL HAVE MINIMUM OF 7W0 BOLTS NEMA,UL,ANSI/IEEE,AND NEC. - - • WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWISE. 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR - 4.NON-STRUCTURAL CONNECTIONS FOR STEEL CRATING MAY USE 'DNA.ASTM A 3D7 BOLTS UNLESS NOTED OTHERWISE - - 17.ELECTRICAL METALLIC TUBING(W OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR PROCEEDING WITH CONSTRUCTION. - - - 17.THE EXISTING CELL SITE S IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT i0 PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED + INDOOR LOCATIONS. - 17.THE SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT MUST NT ACTOR SHALL NATED WITH CONTRACTOR.ALSO.WORK SHOULD BE SCHEDULED EDIT AN DEFTER OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALT.BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING 18.ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER.MIDNIGHT. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED EDIT CONCEALED INDOOR LOCATIONS. ". MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL.EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED 18.SINCE ME CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL - 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(AMC)SHALL BE USED FOR OUTDOOR LOCATIONS ADM TIRADE LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONA RF EXPOSURE MONITORS ARE TO BE WORN 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REOUIRING STRUCTURAL 20.RIGID NONMETAWC CONDOR(I.E.,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE, TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. - STEEL - - - .USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN CONCRETE.IN AREAS OF HEAVY VEHICLE TRAFFIC. 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. -. 21.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-111 FLEX)SHALL BE USED INDOORS AND + 1TF WORK GENERA! NOTES:, SOILCOMPACTION NOTES FOR SLAB ON CeDE: OUTDOORS.WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION., I.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE - LOCATION CONDUIT AND TUBINGCATION USED. SETSCREW FRIENDS SHALL FITTINGS ARE OR COMPRESSION-NPE AND APPROVED FOR THE N THREADED07 ACCEPTABLE LO AS REQUIRED. 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN ME WORK,SHALL-BE 23.CABINETS,BOXES,AND WIREWAYS SHALL BE U_STED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE , PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICA TECHNICIAN OR WITH NEMA,UL,ANSVIEEE,'AND NEC. DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRIWNG PIERS ENGINEER IS ACCEPTABLE. - AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TWINING FOR THE WORKING CREW.THIS WILL INCLUDE 24.CABINETS,PDXES,AND.WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL'BASE SHALL BE COMPACTED WITH ` 3.ALL SITE WORK SHALL BE AS INDICATED ON ME DRAWINGS AND PROTECT SPECIFICATIONS. ' 'COMPACTION EQUIPMENT',LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D,1557 METHOD 25,WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A.HINGED COVER,DESIGNED TO SWING OPEN C. DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R 4.IF NECESSARY.RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE,SHALLBE REMOVED FROM THE SITE AND 4.COMPACTED SUBBASE SHAH 6 BE UNIFORM AND LEVELED.PROVIDE 'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS. ' DISPOSED OF LEGALLY. - _ - 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE,NATURAL OR CRUSHED WITH 100%PASSING#1 SIEVE. 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES.AND PULL BOXES SHALL BE GALVANIZED OR 5.THE.SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO ROW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ITEMS 2 AND 3.THE SUB GRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE - EPDXY-COATED SHEET STEEL SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS,. ' COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 55E). OR NEMA 3R(OR BETTER)OUTDOORS 6.NO PILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN AL4TERIALS,SNOW OR ICE SHALL NOT _ 6. PLACED ANY FILL OR EMBANKMENT. - AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A.WELL-GRADED GRANULAR FELL AND + 27.META RECEPTACLE.SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- _ COMPACTED AS STATED ABOVE. - CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR.BETTER) 7.ME SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE - COMPACTION EQUIPMENT: INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. APPLICATION. 1.HAND OPERATED DOUBLE DRUM.VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SCORCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND S.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE - RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. _ WORK,SHALL BE REMMED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE CONSTRUCTION NOTES: - 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION_FROM THE CONTRACTOR WITH THE EXECUTION THE WORK,SUBJECT 10 THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCH UTILITIES. BEFORE SUBCONTRACTOR WORK AL ME AC POWER DISTRIBUTION PANELS. 9.ME AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR. 1.FIELD VERIFICATION: - _ DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SFNLL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 2.COORDINATION OF WORK: 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF - REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR- REQUIRED ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ME PROTECT SPECIFICATIONS,NEC AND ALL APPLICABLE LOCAL CODES. CONTROL 3.CABLE LADDER RACK: 32.CONDUIT ROUTINGS ARE SCH OR SHALL INSTALL CONDUITS SO THAT ACCESS TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SIONAGE, SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCKED. �t�k OFF TO SUPPORT CABLES TO THE NEW BTS LOCATION. V 6 10/09/151 ISSUED FOR CONSTRUCTION CAW CJS DAVI AT&T MOBILITY' OCEAN BOULEVARD-HYANNIS 5 09/04/15 SSUM FOR CONSTRUCTION CAW r '�CHAPPELL R.K. EXECUTIVE CENTRE AT&T MOBILITY 4 08/25/15 ISSUM FOR CONSTRUCTION L9AW ENGINEERING 201 BOSTON POST ROAD WEST ���� $$0 COCHITUATE ROAD 3 02/06/15 ISSUED FOR CONSTRUCTION CAW J GENERAL NOTES SUITE MARLBOROUGH MIA 01752 SITE#1145 suITEs 1 b & 14 ASSOCIATES,LLC (508) 481-7400 2 11/ATE SSUID FOR IXNISTRUSTON CJS J FRAMINGHAM, MA 0170T NO. OS IVil Su ctltrai i and SYIRVBytRC w-choppeltenginewing,com '49 OCEAN BOULEVARD - SCAM, DATE REVISIONS, BY C Na JOB N0. LX4A NO.R6 HYANNIS. MA 02601 G/ 1.034 1145 Gol 6 •As sHowN � DKJ DRAWN:oKJ ONAL is to NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND 7. ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE.RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING 2. ALL DIMENSIONS SHOWN THUS 3 ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. B. ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK, 1. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY 'ENGINEERING. CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH PROJECT OWNER'S RF ENBINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 9. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE,FER7IUZED.SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SH411 BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION$WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHTTECT/ENGINEER.THE STATE, 10,THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING COUNTY OR LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION,AS REQUIRED. , 5. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR - PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. - -- - - 6. .ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. - - .. _ PROP.AT&T ANTENNAS 1 5 .• - - (3 PER SECTOR,TOTAL OF 6) A02 A02 - ON PROP,SECTOR MOUNTS O 78'AGL -- - EXIST PANEL ANTENNAS 0 PER SECTOR, TOTAL OF 2),EXIST.OLPL.EX£.RS(2 PER SECTOR, TOTAL OF 4),&EXIST.REES(2 PER SECTOR, TOTAL OF 4)TO REMAIN 0 78'AGL - EXIST.TMA 6 (SEH91D ANTENNA 9 78'ACL A02 r PROP.AT&T RRUS I _ _ 2 (5 PER SECTOR,TOTAL OF 10) - - x £L.XIS7B2 - i ? (MOUNTED BEH&PROP.A2 MODULES A02 PER IND ANTENNASI OF 40 78'AGL AT&T PANEL ANTENNAS ALPHA&OAMMA 0'AGL • EXIST BUILDING .. �_PROP sB-PANEL ANTENNASiJ t - EL=78-0 AGO. - I .4 .. EXIST.SURGE ARRESTOR - 1 PER SECTOR,TOTAL OF•2 xl. I ( ) PROP.AT&T ANTENNAS 1 5. .- �2 r '(3 PER SECTOR,TOTAL OF 9) / AptMOUNTED TO PROP.SECTOR ON PROP.SECTOR MOUNTS A02 A02 MOUNT O 78'AOL I 3 PROP.AT&T RRUS PROP.AT&T RRUS (5 PER SECTOR,TOTAL OF 15) 2 tC EXIST ILA PANEL ANTENNAS BETA I 5 PTOTAL &PROP.A2 MODULES E� L 66-0'AGL I 2 ( O SECTOR.MODULES OF s) li-- A02 &PROP.A2 MODULES . (2 PER SECTOR.TOTAL OF 6) A02 - k PROP.13 PANEL ANTENNAE • (2 PER SECTOR.TOTAL.OF 2) _ MOUNTED BEHIND ANTENNAS 6 EXIST.TMA EL= -0'AGIL - MOUNTED BEHIND ANTENNAS O 68'AGL (2 PER SECTOR,TOTAL OF 6) - EXIST.PANEL ANTENNAS I PROP.AT&T ANTENNAS A02 BEHIND ANTENNA 1 5 (3 PER SECTOR,TOTAL OF 3) (1 PER SECTOR-TOTAL OF i),EXIST. PERDIPLEXERSCT(2 PER SECTOR, PROP SECTOR MOUNTS z _ TOTAL OF?).&EXIST.BETS(2 PER T REMAIN C OF 2,)L �2 O 55 AGL CX/SI.GPS ANTENNA(T)P OF 1) . • z - ' MOUNTED TO EXIST EQUIPMENT SHELTER ' EXIST.SURGE ARRESTOR �F R SECTOR, TOTAL R - ---- .e EXIST PANEL ANTENNAS ,� DUST. A - i. ( ). 66' ns _ _ + - EXIST LANDLORD'-- ------ _ .. TMA 8 2 1 PER ACTOR,TOTAL OF i -- - --- -- (2 PER SECTOR,TOTAL OF 2) MOUNTED To PROP.SECTOR E0f/IPMfNT SHEL7FR - _ ,(1,PER SECTOR,.TOTAL OF 3)EXIST. BEHIND ANTENNA O BB'AGO. I" L,� A02 - 0/PlfXERS(2 PER SECTLY7,.TOTAL- EXIST COMMON - 1 • OF 6),&EXIST RET S(2 PER .. / EOwPMENT I s£crOR IOTA!OF s) PROP,(2)FIBER AND(4)DC CABLES L PROP.EQNPMENT WITHIN EXIST. _ TO REMAIN ROUTED ADJACENT TO EXIST.CABLES AT&T 12'X1B'LEASE AREA IN _.. I - \ - 2. EXIST.SURGE ARRESTOR . EXIST.EQUIPMENT SHELTER AA3 (1 PER SECTOR,TOTAL OF 3) . , AO2 MOUNTED TO PROP.SECTOR MOUNT. - I EXIST.(I2)%"COAX.,(1)FIBER&(2) c - ___—_--__�_--_—�— — - - • - DC CABLES TO REMAIN. PROP.(2)FIBER AND(4)DC GABLES EXIST. .1 '' . . ROUTED ADJACENT TO EXIST.CABLES TO ,xI • EXIST GP5 ANTENNA(TW OF 1) .. . EXIST. MOUNTED To EXIST ECUIPMfNT SHELTER - r. 1 z FENL'E EXIST.(12)7/e-COAX,(1)FIBER.&(2) DC CABLES TO,REMAIN - + PROP.EQUIPMENT WITHIN - I % EXIST.EQUIPMENT SHELTER Ao3 ' `-�x�z • EXIST'A T&T£pUIPMENT SHELTER ® I . - .. GROUND LEl2L COMPOUND PLAN 1 COMPOUND ELEVATION � SCALE:i'=5' AD7 , SCALE:1/8'- 1'-0' to lAn _0 2'-6' 5. To' 15' •Lf�VF 5 09/04/15 ISSUED MR CONSTRUCTION CAW CJs DAVI AT&T MOBILITY P-dm CHAPPELL OCEAN BOULEVARD-HYANNIS 5 08/25/15 ISSUED FOR oasTRucnON CAW cJ R.K. EXECUTIVE CENTRE � � AT&T MOBILITY 4 02/06/15 ISSUED FOR CONSTRUC ION CAW ENGINEERING 201 BOS70N POST ROAD WEST 550 COCHITUATE ROAD 3 02/OB/15 ISSUED fDR CON51RUC110N (nW COMPOUND PLAN & ELEVATION SUITE 101 SITE#1145 SUITES 13 do 1aMARLBOROUGH,MA 61752 2 11/OB/14 ISSUED FOR CONSTRUCTION CJS J ASSOCIATES,LLC (508)481-7400 FRAMINGHAM, MA 01701 �y Civ;?SzrL'C$LTBf(,awd S"Jivoyirg www.choPPellengineering.cm. 49 OCEAN BOULEVARD NO. DATE REVISIONS BY HYANNIS, MA 02601 (i 1.034 AIRS A01 6 •1•-to•—o• DESIGNED:oKJ DRAWN:Taw • ONA� rlllll*,"TO TE REDS FOR FINAL PROP.AT&T gNTENNASUIPM CONFIGURATION (3 PER SECTOR,TOTAL Of 8) Qy�� PROP.AT&T RRUS SECTOR,TOTAL ON PROP.SECTOR MOUNTS O 78'AGL A2 MODULES OF 10) t EXIST.SECTOR MOUNTS (2 PER SECTOR,TOTAL OF 4) REMOVED BE DVED MOUNTED BEHIND ANTENNAS O 80'AGL , \\ EXIT.SURE ARRESTOR EXIST. 6 TOTAL DIPLEXERS AND 6) _ EXIST.TMA (1 PER SECTOR.TOTAL OF 2) O 76'AGL - () ( MOUNTED TO PROP.SECTOR MOUNT . Y TOTAL TMA'S TO BE RECONFIGURED FOR. (2 PER SECTOR.TOTAL OF 4) NEW ANTENNA ARRANGEMENT BEHIND AMENNA O 78'AGL - - - EXIST PANEL ANTENNAS r CAMMA (I PER SECTOR, TOTAL OF 2),EXIST. UMTS OIPLEXERS(2 PER SECTOR, TOTAL OF 4).EXIST PETS & + DW PANEL ANTENNA - REMAIN 0 78(AaR SECTOR. TOTAL OF 4)TO (2 PER SECTOR,TOTAL OF 6) EXIST.TMAS .. TO BE REMOVED _ (2 PER SECTOR,TOTAL OF 6) PROP. � O.D.BAR EX/ST.LA7RCE TOWER R . �; []_ EXIST.PANEL ANTENNAS • EXIST.LATTICE TOWER (I PER TO BE RELOCATED TAL Of 3)pROp•MOUNTS> . - PROP. 12'-0'SECTOR FRAME EXIST:PANEL ANTENNAS' L ANDREW SRO D t15 OR h PER SECTOR, TOTAL OF 1),EXIST.0IPLEXERS(2 OAMMA - PER SECTOR, TOTAL OF 2),&EXIST.REI S(2 PER t.. ' UMTS C - SECTOR, TOTAL OF 2)TO REMAIN 0 66'AGL t GAMMA l7T�f.7MMA GLT, �.--� (2 PER SECTOR.TOTAL OF 2) .. . L BEHIND ANTENNA O W.AGL .. - .._ PROP AT&T AM ENN NAS - - 3 PER SECTOR,TOTAL OF 3 , 4 ON PROP.SECTOR MOUNTS O 68.AGL y EXIST.SURGE ARRESTOR (1 PER SECTOR,TOTAL OF 1) MOUNTED TO PROP.SECTOR MOUNT O 66'AGL PROP.AT&T RRUS. - - 5 PER SECTOR,TOTAL OF 5) &PROP.A2 MODULES (2 PER SECTOR,TOTAL OF 2)' 'EXIST. ANTENNA MOUNTING PLAN 4 PROP. ANTENNA MOUNTING PLAN MOUNTED�"'"° ""� 66'acL - - ., SCE:1 4'- V-0" , .. ..SCALE 1/4'a 1--0--0' � A02 AL_ / .. 551� s MOUNTING PIPE - .. (TY'•) �W PROP PIPE • ,,. _ � THOU - , MED RRU o PROPOSED ANTENNA . e MOUNTING _ � sue_---- PROP.PIPE : , r _ �e1 -'''3=-e= MOUNT ADAPTOR r + ��(m') - .. . ,.. .. - -. �.a=a-_a-- � " • PROPOSED MOUMOUNTINGI 18.5'� �4.� .BRACKET(TYP.) yI _ e .. PROPOSED ANTENNA L ® PROPOSED RRU'S NG ERICSSON RRU'S(�PER SECTOR.TOTAL OF 151 BRACKET(TYP.)"n ERICSSON A2 MODULES I2 PER SECTOR,TOTAL OF 61 11' PRO POSED�SURGE RAYCAP DC6-4&-60-18-BF CfOTAL Ot 31 TOR MODEL OTY W _ H D WEIGHT POWER WEIGHT: 32.8 LBS(141.45 N) - 16" RRUS-11 6 17.0" 19.7" 7.�51 2x4OW SUPPRESSION CONNECTION METHOD: COMPRESSION LUG,/2-#14 AWG COPPER, ocl 0QA-65R-BL6_I-HB-K(TOTAL OF 6) CC[OPA-65R-LCUU-H6 (TOTAL OF 3) - RRUS-12 3 18.5" 20.4" 7. "2x60W /2-�12 ALUMINUMell DIMENSIONS(HxWxB): 72%14.8x9" DIMENSIONS (HxWxD): 72"x14.8'x7.4" RRUS-32 3 72.1" 26.7" 6. _-4x25W - 'ENVIRONMENTAL RATING: IP 68, 7M 72HR5 WEIGHT(W/PRE-MOUNTED BRACKETS): 51 LBS WEIGHT(W/PRE-MOUNTED BRACKETS): 73 LES RRUS-E2 3 18.5" 20.4" 7. 4z25W NUMBER OF RADIOS PROTECTED: 6 , CONNECTOR: 6A,DIN FEMALE CONNECTOR: 6x3(6 DIN FEMALE A2 MODULE 6 15.1" 16.4" 3. N A RADOME MATERIAL: ALUMINUM RADOME MATERIAL: ALUMINUM - _ POWERWAVE LGP17201 TWA RADOME COLOR: LIGHT GRAY RADOME COLOR: LIGHT GRAY - DIMENSIONS(HxWxD): .14"x 16'x4" ' ANTENNA DETAIL EQUIPMENT DETAILS 2 TMA DETAILS 6 ANTENNA & RRU MOUNTING SCALE:N.T.S. - SOt SCALE:NTS A02 - SCALE:NTS A02 :NTS A02 Z�OF 6 10/09/15 ISSUED FOR CONSMUCTION CAW L/l�VI AT14cT MOBILITY ® OCEAN BOULEVARD-HYANNIS ` 5 09/04/15 ISSUED FOR CONSTRUCTION CAW r^�®CHAPPELL R.K. EXECUTIVE CENTRE AT&T MOBILITY 4 08/25/13 ISSUED FOR CONSTRUCTION GW ■ ENGINEERING 201 BOS70N SUITE 1 ROAD WEST SITE#1145 �� � 550 COS 13A& ROAD 3 O2/08/15 SSum FOR CONSTRUCTION CAW J NTENNA MOUNTING PLAN & DETAINS SUITE tot BUTTES 13 & 14 !a ®ASSOCIATES,LLC. MARLBOROUGH.481 MA 01752 2 11/OB/14 ISSUED FOR CONSTRUCTION CJS J h 21 (soe) aat-7400 FRAMINGHAM, MA 01701 C'`l��,I�STTLLf Ural Land S7.rpy;ly www.choppellengineering.com � 49 OCEAN BOULEVARD NO. DATE REVISIONS BY � �• ,NOB NO. DM N0.RLV. HYANNIS, MA 02601 ISrAS SHOWN NtD:DKd DRAWN:li�� DKJ (J�`� 1.034 1145 A02 6 - 'J VOYAI i ' \ • EXIST.LANDLORD ti ` EQUIPMENT SH£L TER ZOOA C.B. TRANSFER - SPATCH EXIST.COMMON • EQUIPMENT eTs 2 suRCF •. (REMOVED) _ • - a, PANEL .. , ' STS 3 r _ ----- ---------- — i - I BTS r 1 • I L.. , I 1 ' 1 BATTERYI - ` I RACX 1 e I I EXIST.AT&T 12XIB' 1 - _ _ EQUIPMENT LEASE AREA RRU -. _ 1 CINFACE RACK 1 27.0 I I' BO!@II2NB'sE!@P@1606Fdri�li®EUEfla7fll� EX/SL POWER PLANT aa!OB�Itl l�&UITf6NTCEA!¢61 �A EOU1P. PROP.RECi1FlER WITHIN , RA K i qpj mr.POWER PLANT CA&NET _ PROP.RECDFlER WfIF11N I i EXIST.'POWER PLANT I - RA CK slB77lRaTBOa�Waaaaal0�laREaRa! 27.0' ..., 1 ' - - asaoal�aa�Toslopassa __ - • c _ i HYANNIS , .. `. RADIOFT DESK I I ARGOS EXIST. CPS ANTENNA(rw of 2) PROP. A AMIBER MILES (4)DC ES TO E)(IST MOUNTED 70 EXIST.EQUIPMENT SHELTER- 1 ROUTEDCA BUM EXIST.(1)FIBER,(2)OC CABLES FRONT' VIEW PLAN VIEW ; &(12)v/e•COAX TO REMAIN POWER PLANT DETAIL t EQUIPMENT SHELTER LAYOUT SCALE:NOT TO SCALE Aos SCALE:1/2'=l'-O' ZH OF ' - B 10/09/151 ISSUED FOR CONSTRUCTION CAW COS DAVI AT&T MOBILITY ® OCEAN BOULEVARD-HYANNIS s 09/04/15 ISSUED FOR CONSTRUCTION CAW CHAPPELL R.K. EXECUTIVE CENTRE _ 1 AT&T MOBILITY 4 08/25/15 ISSUED FOR CONSTRUCTION CAW ' ENGINEERING 207 BOS70SUITE 1 ROAD WEST \ 550 COCH(TUATE ROAD 3 02/00/13 ISSUED FOR CONSTRUCTION Gw d EQUIPMENT DETAILS _ ' V MARLBOROUGH'Dia1n.onsi SITE#1145 SUITES 13 & 14 / / ISSUED FOR CONSTRUCTION cis J �ASSOCIATE$,LLC (soB)aBt-MAo0 t, iRAMINGHAM, MA 01701 2 t7 OB 14 06 C.,�:'�7uetu:.:! La:"ctSu/eying www.ehoppellenglneering.eom 49 OCEAN BOULEVARD ' No. DATE SONS ( ND. NO. oxro. �V HYANNIS, MA 02601 :AS SHOWN DRAWN:OKJ �af v �4 1.034 1145 A03 6 ONAt 1. z GROUNDING NOTES a ® NOTES'OT a AN 1.THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND - 1•GO NOT INSTALL CABLE GROUND AKR A BEND D ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. F COMPLIANCE WITH THE NEC m / o UGNTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED) OR STRICT CO LANC 2 .� (AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL,LPI,OR NFPA)LIGHTING PROTECTION CODE.AND I6 AWG FROM �� ° o °° ° o� 12 TO 24 2•WEATHER PROOFING SHALL BE TWO-PART CAPE KIT.COLD SHRINK GENERAL COMPLIANCE WITH TELCORDIA AND TA GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL ANTENNA CABLE ° ° ° , REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. GROUND KR ° o 0 0l0 �o ° SHALL NOT BE USED. �+ TO ANTENNAS o 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION, ' 3 ®o ° 1 SEE DETAIL 508A ANTENNA CABLE AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE,BY TWO DR MORE COPPER GROUND BAR 1• _ _ . BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. ON WALL. FLOOR DR ON LEGEND TXi RX7 1X2 RX2 WEATHERPROOFING KIT ANTENNA TOWER WEATHERPROOFING KIT (TYP•) 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH 7ESRNC(PER 1- COPPER GROUND BAR,Y4'X4"XZO-.NEWTON INSTRUMENT CO. IEEE 11DO AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. CAT.N0.8-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA (SEE NOTE 3) DOUBLE LUG CONFIGURATION. ACTUAL GROUND BAR SIZE WILL E GROUND KIT COAX JUMPER GROUND KIT( CABLE (1YP.) NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. VARY BASED ON NUMBER OF GROUND CONNECTIONS) (TYP•) (SEE NOTE) 4.METAL RACEWAY SHALL NOT BE USED AS THE E /6 AWG STRANDED COPPER GROUND STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC SFWl BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO HTS EQUIPMENT. 000000�\\r�, �V� //\\ 2- INSULATORS,NEWTON_INSTRUMENT CAT.N0.3061-4 OR EQUAL WIRE(GROUNDED TO GROUND BAR)(SEE 5.THE SUBCONTRACTOR SHALL FURNISH AND IN SUPPLEMENTAL GROUND ELECTRODES AS NEEDED 0 V V V 0 ,�1�=/ O V NOTE 1 2) CONNECTOR 5. ACHIEVE A TEST RESULT LL 5 OHMS OR LESS ON TOWER STIES AND 10 OHMS OR LESS ON 3- 5/8-LOCKWASHERS,NEWTON INSTRUMENT CO. WEATHERPROOFING Q6 AWG ROOFTOP SffES.WHEN ADDING ELECTRODES,CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN CAT.N0.3015-8 OR EQUAL NOTES, KR ) r THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODES EQUAL TO THE BURIED LENGTH OF THE SEE NOTE 2 ANTENNA GROUND BAR. ROD.IDEALLY,CONTRACTOR SWILL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE 'TWO HOLE LUG,OR 4- WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. 1.GO NOT INSTALL D CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT INSULATORS. TO DETAIL 3 WITHOUT BURIED LENGTH OF THE RODS. EXOTHERMIC WELD TO BE CAT RD.A-6056 OR EQUAL GROUND WIRE DOWN TO GROUND BAR. TO TOT0R5.BONDED DIRECTLY USED WITH 82 AWG BCW ANTENNA CIE TO TOP OF MONOPOLE OR 5-' 5/8-11 X 1-HHCS BOLTS.NEWTON INSTRUMENT CO. 2•GROUNDING KIT SHALL BE TYPE AND PARE NUMBER AS SUPPLIED OR TO BTS EQUIPMENT TOWER. 6.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TO BUILDING SER.GROUND RECOMMENDED BY CABLE MANUFACTURER. (TYP•) TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. OR GROUND RING CAT NO.3012-1 OR EQUAL -- /2/0 GREEN TO ANTENNA +-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO 3'WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. E------ ----�INSULATED TO 7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL SUPPORT PIPE SHALL ONLY USE EXOTHERMIC WELDS. TOWER/MONOPINE STRUCTURE.CONNECTION TO TOWER/MONOPINE COLD SHRINK SHALL NOT BE USED. LOWER CIGBE COMPRESSION AND BOLTED GROUND CONNECTIONS. - STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. e.coax BraocE eoNowc coNDucroRs SHALL BE EXOTHERMIC BONDED OR BOLTED WITH STAINLESS INSTALLATION OF GROUND CONNECTION F'C 0 CONNECTION OF GROUND WIRE STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO-HOLE MECHANICAL TYPE GROUND BAR DETAIL 0 ANTENNALE - TO GROUNDING BAR BRASS CONNECTORS. WIRE TO GROUND BAR • TA. 9.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING _ 'DETAIL DETAIL/11L DETAIL- 3 DETAIL ,. . 110.NMISC CONNECTIONS. ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE SCALE:N.T.S. - m1 SCALE:N.T.S. E01 SCALE:N.T.S. mi SCALE:N.T.S. E01 BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. - 1 • ' 11.METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED _ GROUNDING TYPE CONDUIT CLAMPS. - - 12.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL ALPHA AND GAMMA SECTOR PLUMBING DIAGRAM BETA SECTOR PLUMBING DIAGRAM (y NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS.METAL SUPPORT CUPS DR SLEEVES THROUGH.WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, y �' �aa- .AntennaL Anten a2 'Ant nna3 Antenna4 Q _ - NON-METALUC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL - AntennaY ,,' , Antenna2 ,, .-.Antenna3 r AMe - -;.UMTS DB_ ._ .-1TE 700.9E/WCS/GSM 85O_- -LTE 8501 AWS + LFE70OBC PCS CONDUIT IS UNAVOIDABLE(E.G..NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND LTE 700'DE./WC5/G5M 350 „^'�' " LTE 850 AWS? �: .: - -LTE 7008C'/PCS "Ie '- UMTS D6- _ .. - 'x _ _ 'a, ._ y .: CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT ema,IDara 5,cwatlb4M 8rozoCar.4 Sroaabana.' _�� e.vaaoarw Sro b.M 5..Ib°d er°ad6end armdmmi d*°e�aw e,e.dmnd arwdl,ana Exwdba°d �. a.o.�.Ata:a lk-&,d 9-dl-d A� deans t °swatrna 3oad6:ns envatnnd Fr ib.0 eroeeaann ¢sorb. 13.CONNECTIONS TO THE GROUND BUS SWLLL NOT BE DOUBLED UP OR STACKED.BACK-TO-BACK a"i0 am `O icy hE' xl:X xTx a - °. xEi S� ta' wey, Nx n_x CONNECTIONS ON.OPPOSITE SIDES OF THE GROUND ARE PERMITTED. t°°' w$n t'ar Iu� x19a bTryh arm f°Fh wa Ham, - t°,. �' i,tn �� xraH xua. L«, ltirr H49, Hsa JCaYYSa T' lwtsw >b. IB eso -eo � +aso :ro ;a ESG ;�. r i4SIA.+ -45j-4g 41`#4Rs 4TW4Ra T• =/45 4T44Rx 4TV44 +5145 4Ta/:Ai. 4TFf'Rt «4SY_5 ?hf46.x - -Sj-t5 4n/;A4 pS{,i MS/a5 .r./4Fv 4>:A/'ib. +.:SY4s +"f)/iP... 42rJ 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND Ksf�s -�sr-5 -;<f<s wvls ;, wsr-4s ..;sms - �slts =°sjrs F L -Is/as 445/49 ws)�ti .45(is :esia5 CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR.DAMAGE € - ' - • - _ _ - y _ TO THE CONDUIT. • - - 15.USE OF 9O BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45per,- ^^ •TILT. SEE' ,, •_;'.itEr- , r±cr- a£ - 'afT AEY I�1t{3' A1 '4>f-'-4► >�;' �. 1` ' An c .. BENDS CAN BE ADEQUATELY SUPPORTED.IN.ALL CASES,BENDS SHALL BE MADE WITH A MINIMUM BENDRADIUS OF B INCHES. -- -_ S. PLINTH SHALL BE DIRECTLY CONNECTED TO THE 16.EACH INTERIOR TRANSMISSION CABINET FRAME/ - EQUIPMENT GROUND - - MASTER GROUND BAR WITH 8 AWG STRANDED,GREEN INSULATED SUPPLEMENTAL EOU ` � n WIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR CABINET FRAME/PUNTH SHALL BE +aA QyaL __ a• •' .,.. .�„„ ',.A - k Y CONNECTED TO THE BURIED GROUND RING WITH 2 AWG SOLID TIN-PLATED COPPER WIRE *m mA o - _DIRECTLY CONNE ,. •_^Sn,,. _< FUTURE• ".:.': .,-�:�.,.. - t, - _ `,'aw-• zx s UNLESS NOTED OTHERWISE IN THE DETAILS. . FUTt1RE: 17.EXOTHERMIC WELDS SHAH BE USED FOR FOR ALL GROUNDING CONNECTIONS BELOW GRADE. • CONNECTIONS TO ABOVE GRADE UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR - ^s* - WI111 STAINLESS STEEL HARDWARE INCLUDING SET WITH 2 HOLE MECHANIC%TYPE BRASS CONNECTERS -,__... ....r ."�, L•-^-• -- _ `_ ,� . SCREWS. . 18,ALL EXTERIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING. •^" L-. a11i°a ""NeJ"x°a - - SHALL BE 2 AWG SOLID TIN-PLATED COPPER UNLESS OTHERWISE INDICATED. - �` '' » x• ;. 19,ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND RING SHALL BE FORMED USING --- HIGH PRESSURE CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. o . '? , - Q P� 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MA1TiRW.: - 1.ON ROOFTOP STIES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP + - 1 ` CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASSep 'L CONNECTORS WITH STAINLESS STEEL HARDWARE,INCLUDING SET SCREWS SHALL BE USED FOR. 9e... _• a.[•w�.x.. � CONNECTION TO ALL ROOFTOP TRANSMISSION EQUIPMENT AND STRUCTURAL STEELAl 4 22,BOND ALL METALLIC OBJECTS WITHIN 6'FT.OF THE BURIED GROUND RING WITH 2 AWG SOLID TIN-PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF - : y.' '�I EXISTING GROUND CONDUCTORS ARE RECOUNTERED,BOND EXISTING GROUND CONDUCTORS TO NEW CONDUCTORS. - - -- xI w. :. OC Ham -.' F $ L". (t"""9�'". 'Jtt'�' I nu.,A6os„ y4 •.'�:.( ,a - ' . • `tl•RIAAI e�-� GSME50 OB3 P6 7; - O63% GSat dSa WS'7' ZH OF 6 10/09/15 ISSUED FOR CONSTRUCTION CAW CJS VAVI AT&T MOBILITY 5 O9/04/15 ISSum FOR CONSTRUCTION CAW VAV CHAPPELL OCEAN BOULEVARD-HYANNIS - , R.K.EXECUTIVE CENTRE �� A?OC ITUATETY 4 02/08/15 ISSUED FOR CONSTRUCTION CAW 201 BOSTON POST ROAD WEST 55o COCHfTUATE ROAD a DZ oe/15 ssum FOR CONSTRUCTION TAW J GROUNDING DETAILS ENCdNEERING / SUITE 1m SITE#1145 surrEs 13 & 14 1 MARLBOROUGH,MA 01752 2 11/06/14 ISSUED FOR CONSTRUCTION - cis J Pam ASSOCIATES,LLC (508)a81-740o FRAMINGHAM, MA 01701 Blvd 53uuctnal Land£Lfroeying www,chappeliengineering.com 49 OCEAN BOULEVARD N0. DATE REVISIONS BY 06 °MO'N°'�' HYANNIS, MA 02601 AS SHOWN IDES-oKr uRAwN:DKJ <(, 1.0341 1145 E01 6 • � ONAt I