Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0498 WEST MAIN STREET
��' I �, � � .� � �. �, �- ~ �� r` '.a ,X Town of arnstable Building Post tThis'Card So-That it is Visible'From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. Permit SWh'ere a•Certificate:of Occupancy'is Required;such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-17-1823 Applicant Name: KEVIN J,FARRELL Approvals Date Issued: 12/13/2017 Current Use: Structure Permit Type:'•Building-.Add I ition/Alteration -Commercial Expiration Date:. '06/13/2018 Foundation: Location: 498 WEST'MAIN STREET 'HYANNIS Map/Lot: 269-024. Zoning District: HB Sheathing: Owner on Record: TROTTO,CAROL M TR ' Contractor Name: KEVLN J FARRELL Framing: 1 Address: 498 WEST MAIN ST Contractor License: CS-096560 2 HYANNIS, MA 02601 Est. Project Cost: $ 12,500.00 Chimney: Description: VERIZON WIRELESS IS LOOKING TO PLACE WIRELESS ANTENNAS Permit Fee: $ 213.75 AND ANCILLARY EQUIPMENT ON EXISTING UTILITY POLES. UTILITY Insulation: POLSE IS LOCATED NEXT TO ADDRESS 498 WEST MAIN STREET POLE Fee Paid: $213.75 #3401/2 Date: 12/13/2017 Final: Project Review Req: x Plumbing/Gas Rough Plumbing: Building Official Final Plumbing; h This permit shalf:be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: _ All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction;.alterations.and changes of use of any building and structures shall be 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'road and shall be maintained open for.public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the.Building and Fire Officials are provided on this permit. Service, Minimum of Five Call Inspections Required for All Construction Work: 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. 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 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �i+✓�l�:SIT' Map Parcel Az� Application # Health Division Date Issued, 2 2 Conservation Division ApplicaticdFee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address ak�E Main S+. -4ya.nn6 . rnA Village H4C��n iS J Owner Address Zia. I��TIR�h u3aw i Telephone 97�F -L'4 k"382 Permit Request yet%20n t1)1rt1e15 t5 10CILYK4 Ao n\a. c. Mc.6MS 0_n x,nc n C►1tl CU14 Yu Qn u„4mfAt ern -ex�s�nA t.�-1� 1 idu fl�Ls • (Ai ctt� n�aia. ks 1c nac4- Pilo :vr- 3`A0 �a Square feet: 1 st floor: existing D VPc-proposed t--, 1( - 2nd floor: existing-�Pr proposed ft_Total newn A Zoning District Flood Plain Groundwater Overlay Project Valuation 1`a�So0 `Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Ifl I Pr Basement Finished Area(sq.ft.) n I f Basement Unfinished Area(sq.ft) n Number of Baths: Full: existing-n-n Pf — new Half: existing n new Number of Bedrooms: ) la existing _new Total Room Count (not including baths): existing new First Floor Room Count n Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other _ Central Air: ❑Yes >11No .Fireplaces: Existing New _.D Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use U4 1 Lk, Proposed Use �r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number T11�-f 004 0 — Address U a (YL cLA6bJ S+ License# C5-M(V5 to() l 0_<Qef �'( f1 Oa29)n Home Improvement Contractor# Email )�Fa�CtiP,LI la( ne ce r .C.sm Worker's Compensation # WC N to A 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO IYIaXnprt- SIGNATURE DATE 5 g Il�- FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I . . . pF114E Town of Barnstable Building Department Services + &U NSfABM $ Brian Florence, CBO �ArF%639.MA'S A`� _ Building Commissioner . - 200 Main Street, Hyannis, MA 02601 www.town.bamstable.inaxs Office: 508-862-4038 Fax: 508-790-6230 October 3, 2017 Kevin Farrell 42 Meadow Street Carver,Ma. 02330 .RE:,499.West Main Street,Hyannis, Map: 269 Parcel 024 Dear Mr``Tyler: 'This letter is in response to application number TB-17-1823..Your application is denied as submitted for the following reasons: 1) Failure to submit FAA approval for-proposed antennas. And,if aggrieved by this notice and order; to show cause to why you should not be required to do so,you may file a Notice of Appeal (specifying the grounds thereof)with the:State-Building Appeals Board within forty-five(45) days of the receipt of this notice. Respectfully, Wadazin Chief Local Inspector j effrey.lauzongtown.barnstable.ma.us Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2017-AN.E-3733-OE Southwest Regional Office Obstruction Evaluation Group 10101 Millwood Parkway Fort Worth, TX 76177 Issued Date: 12/12/2017 Nicole Pelletier TRM 16 Chestnut St. Foxboro, MA 02035 xx DETERMINATION OF NO HAZARD TO AIR NAVIGATION*x The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C:, Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Hyannis_SCII_MA Location: Hyannis, MA Latitude: 41-39-02.53N NAD 83 . Longitude: . 70-18-51.18 W Heights: 49,feet site elevation (SE) .37 feet above ground level (AGL) 86 feet above mean, sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It.is,required that FAA Form 7460-2,Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part.l) X_ Within 5 days after.the'construedon reaches its greatest height (7460-2, Part 2) Based.on this.evaluation,-marking.and lighting are not necessary for aviation safety. However; if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 1. This dete4rination expires on 06/12/2019 unless: (a) `the construction.is started (not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alte,ration,.is received by this office. (b) extended, revised, or terminated by"the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC)and an application for a construction permit has been filed, as required by the:FCC,,within 6 months of the date of this de'terminatio.n. In such case-the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. Page 1 of 4 NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,.YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Tliis determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual.construction of the street ire. However, this equipment shall not exceed the overall heights as indicated above..Equipment which has a.height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance,or regulation of any Federal, State, or local government body. A.copy of this. determination will be forwarded to the Federal Communications Commission (FCC) because the structure.is subject to their licensing authority. If we can be of further assistance, please contact our office at (817) 222-5932, orjoan.tengowski@faa.gov..On any.future.correspondence concerning this rnatter,.please refer to Aeronautical Study Number 2017-ANE-3733- OE. - Signature Control No: 3451458157351020763 ( DNE) Joan Tengowski Technician Attachment(s) Frequency Data Map(s)- cc: FCC , Page 2 of 4 Frequency Data for ASN 2017-ANE-3733-OE LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 1710 2130 MHz 460.25 W Page 3 of 4 f TOPO Map for ASN.2017-ANE-3733-OE . ..'L MTh £ '2�''f "z^i i wp�yb F t x, WE .r`y f S Yi ,�"'� S�< S, t5E.+:b. i,fix°}�"'' ; .11�a`x..t f _ys ..ma's.a ✓2^",�c+ ..�"'` . @�' Zm x?rx V`- "�»„� :--•r-...�- .✓p t �5 I .:, `' s€a .: s '. ! s+"¢e+�e:2+.�+r> i i3 < � .e� ,.s _ � '+`x'°� ' `r• a ��'�, y > t�`s � `� a"5, 1``�'`+.,.,q43" ° � � ,f•w$ ,v ,r 'r f '' '^ L arr s sY� -s s �� F 4 '"tera sb''aaea aQQM&� k yyy��$`► 1 �3 �_ t� vp f ` tf w..y'l�S�n A� #} *1J r�L S We Y 4 o-$•. ^#w ¢y A d' ri^ \ ;k } a g c-.x°�f r ft�n I�'�t h �.�� �:?r`k s '� � Y � :: �y r�p� �9"'kie'f r��•+.yritlfr'j5tu.c wits2sc vast^ �iY`Kr � %�C'.' .�r,' }!+- ,.i• rr��.. L"e�`ax 3.j $ �'iFdr z;.n4`�.a .r r3 '' .e�' ,Uy _ �• � b i71; r!v r �� Z .J°� I V ' �- � �'a, � a`t-',,;r a _ ,50..�, y�' -y�t,}� 'a�w'1 " _ � � S ♦ "Y- r�i,- .1 1-� �Ef ", ;a§� i ,:.�'""siDD�£� •��'�� �'A�..y„r � ,�`rtY` � �,7,t � s'�, '� �}�t���s � � ��� � �a4 '�`� -z� ; "f _ east ,{'{,M �°ti1 if ,* =S' 1•'' c;e.'�."° fft' .p.�t t 1, e�vw .'� tce�:!''..♦� �� �,x .�: ,1 _rz' k } t ? Al,�'� �, �✓ >, x�e� sx�cF �, dt�"'ga4,�'�"'`�,'�q�°'. nj„r.w M`a.. ;.' .r "rGFnx.eecxe3l :-wt i � }E 6r ;.`l. .rz. _-- < t: �,� ^t c � } -. tiaa .� .... Jrp°.S S .�'��� I YY' � � �� Jr�Y.3 +xn �4 �°i 3�.k�rr C�'y{� <� �}•vk � ^" '�Rr't Gr ��''E 1�- ,. - !iil t &� '-: �mn�Hn�E 4 �x F F w7>nrc rrru x»�srtr y � 't' 2 / � 'FF � -fY �S t £ '� .5 r 4t .� }� �lA - L } S- IL I l•Y., _ Page 4 of 4 u ANN) 500 North Broadway ADVANCED East Providence, 02914 � Ph:401-3542403403 ENGINEERING GROUP P.C. Fax:401-633-6354 FAA 2-C SURVEY CERTIFICATION Applicant: Bell Atlantic Mobile of Massachusetts Corporate(d.b.a.Verizon Wireless) 400 Freiberg Parkway Westborough, MA 01581 Site Name: HYANNIS SC11 MA Site Address: Utility Pole#340 1/2 498 West Main Street HYANNIS, MA 02601 Horizontal Datum: GPS survey ®Ground survey Vertical Datum: NAVD 1988(AMSL) ®GPS survey ®Ground survey Structure Type: ❑New Tower ❑Existing Tower ❑Roof Top ❑Water Tank ❑Smoke Stack ®Utility Pole Latitude: N 410 39' 02.53" NAD83 Longitude: W-70' 18' 51.18" NAD83 Ground Elevation: 0.0' . (AGL) 49.0' (AMSL) Top of Existing Utility Pole: .. 29.0' (AGL) 78.0' (AMSL) Centerline of Prop. Antennas: 34.7' (AGL) 83.7' (AMSL) Overall Height of Proposed Structure, Including Appurtenances: 36.5' (AGL) 85.5' (AMSL) Overall Height of Existing Structure, Including Appurtenances: 29.0' (AGL) 78.0' (AMSL) Certification: I certify that the latitude and longitude are accurate to within +/-50 feet horizontally and that the ground elevation is accurate to within+/-20 feet vertically. The horizontal datum (coordinates)are expressed in terms of degrees, minutes, seconds and tenths of seconds. The vertical datum (heights) are expressed in terms of feet. Company: Advanced Engineering Group, PC Professional Engineer: Scott N. Adams. P.E. #46006 1 '�M10F Date: 02-14-17 SCOT, It A AMS IN- r. V-01�W � VerI 017wireless May 9 2017 , k Dear Sir/Madam: Re: Kevin Farrell/NEEC Please accept this letter as notification that Keven Farrell working for NEEC, of Kingston, MA has been engaged to perform research on certain properties and real estate including submitting for zoning approval, building permits,and construction for Verizon Wireless' ongoing network enhancement. Keven Farrell / NEEC is authorized to act on Verizon Wireless behalf for the purpose of filing and consummating any zoning and/or building permit applications necessary to obtain approval of the applicable jurisdiction for the installation and/or modification of Verizon Wireless' communication Facilities. Should you have any questions regarding this please contact me at 508-942-7503 or via email at npelletier@trmcom.com. ectfully, Sean Conway Verizon Wireless Project Mamanger—Real Eastate _ y wirele ss July2,20.15, Dear S.ir/Madarn Re:TRM, Inc., Please.accept this letter,as notification that TRM, Inc:;of Foxborough, Massachusetts has been engaged to..perform research on certain properties and real estate including submittingffor zoning.approval, building permits and"negotiating;real estate agreements.as well as engagpdri certain-engineering ;analysis,and construction forVerizon Wireless'ongoing.network enhancement. . e I i TRM, Inc,;is authorized to act on Verizori Wireless'behalf for the purpose of filing and consummating any I zoning-,and/6r building permit applications necessary,to'obtain approval of the applicable]unsdiction,for the.installation and/or..modification of-Verizon Wireless!,communications facilities:: Should you have any questions,regarding any TRM, Ines activities;on behalf of Verizon VLlreless,,feel free to contact me at 508 320-21)i7`or via email at_sean,Whway@verizonwireless:co., Resp ctfully, - .Sean'Conway V6rizon Wireless Project Manager=R"eal`Eslaie f The Commonwealth of Massachusetts Print Form k ' Department of Industrial Accidents Office of Investigations I Congress Street,Suite 100 �1 Boston,MA 02114-2017 ` www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print-Legibly Name (Business/Organization/Individual):New England.Electrical Contracting Corporation Address:21 Marion Drive City/State/Zip:Kingston MA 02364 Phone# 781-585-0040 Are you an employer?Check:the appropriate box: Type of project(required): 1.❑✓ 1 am a employer with 48 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- g, ❑.Demolition: working_ .forme in any capacity. employees and have.workers' 9 ❑ Building addition [No workers.' comp..insurance comp,msurance:r required.] 5. ❑ We are a corporation and its ]0.❑ Electricaf repairs'or additions 1❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself[No workers' comp.. right of exemption per MGL 12.❑ Roof-repairs insurance required]t c. 152 §1(4) and we have no eriiployees..[Noworkers' 13:❑Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the'section,belb%v showing their workers'compensation policy information. t Homeowners who submit-this affidavit.indicating they areAping 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 he policy and job site information. Insurance Company Name:Zurich American Policy#or.Self ins.Lic.#:WC0161691 Expiration Date:11/13/2.017 Job Site Address: 'City/State/Zip: Attach a.copyof the workers'compensationpolicydeclaration page(showing the policy number and expiration date). Failure to secure coverage as;required under Section.25A of MGL c. M 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,fne of up to$250.00 a day against the violator:. B'e advised that a,copy of this statement may be:forwarded to the Office of Investigations of the DIA.for insurance coverage verification. Ido:hereb certi `un the Gins and enalti o er,ur that then ormation.provided above is true and correct: Si ature: _ Date v Phone 9: 0 .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#: n ST t ::_. rr e arh+ at a _ e , � , -., t" ate,. r }, � 'ra�:m k ,,.x.; .... x r v ^i,''kr g a'a,` "Y` 4 c ' ' 'a":�° . � $ � �.?", ,-t � z,A r td "#�• 'xx—M:.' ;ra �SI .,r a,� � d':. <� pi i ,. zc '. , a sg ,a +at' 'i:. �' ,aa '- s. 3 �$' Es " rqllR. `+ "col, � "f: �r Via, �^s, 'i ' � !✓,a >a,r '}� '^F '.. _' y" r _ �i }.a � oov.'41f" ¢ € � Tli xr^ raY a � alp � � ✓ ��' � �" � >4�. � �:.` i' �y �. �-.m �` � si a g 4.. a r ,. i ', 5 'pia' 4 % t s° a"r": -. `zrc „p9' #vd . P, *:,- ..aaR'i* " r.*t . a s a} s � �` �t '`4er.3�,'�:. ,4 `r5 k^ jYG Ar Ift,,ml;'llis I i7.-§ .B a Ali- AN d 4 pit I°w� � ' l�a Wsg 7 " so TO dr "'` se Lice, in s a ' ;ars;} f _ � ," "�v�w p , a ai. fir" �.x" J,� ���,*� +�s`� } , .4'tAV `m' ,i o. 'Y"Y' , ^� as ` v . $a.+ � t "t�v '. x } :' pr° �ti t Y�' +r -t r e +, �;' sae V, 'y'!Ir" tIM It �, • wp. € i R Yam'• � .{..�..' .xa 14, eit .'°_ '. .�E�' l} a .c .w;9 T5@°.'a. t,°,r't`' �,'v` (Ty�.' ' ,taa�kT�:>E _ `Rzu ti' : U'e' '�x ypr,..1; *`'� _�g+'I�Ws -'`a:•" '� ` ' r', _ a ;# �' "_` d3? s n �i aR '., „q r 4 4 ,'e'*+ ( 't a q4z§.. _ qg^,'y �.yy� TO 'h N3W +�9, T: t:s". 1" Y<"� j F � 4 .pF4 'P iY4" `F3'8; {n}; r 'AI fit'#;.a> "',' +',E${' .i. N .i�g Hw+ '` ,a" '.,.eu� ="'a' `m tom'`rgt,tm ti (:.d' ,', ;'. @" r on-; tf s ` ?N^ ` $ "�:?5 # "�� � PAY V. A PA 011 _ 'A p ,_ A ,= i ...'iAl a @N ^' n k ," },^ a"', Y..;S: ,ak '.. ` 1i y .. r � n ,� z a^ , hai at k umd a-,., ,_ . k ^ tir qq qp .�, , y. 10 i * ,a ° , ,4 rS sp fir � H , 4, �,q�'rt".a �ir �g � �_ i aY �"'Ir�h r b F. ^z „- k F:' y^ + d �,� �. `•' � n .fie <ay "' t� r`t 3 ,. � d=i,r °• im, :y'=¢;�r,r.`�'u: ".c�w 'd .aka"+ ,p"^fi. s r '�t' 'fi1a „^x' '�a ~xaayF ro `= ,m ''"` -.. ay k-,r�aAn'" � ,...� ;• ti_.: ,r= s ."tf a m" },�a�.R k1t i �'," �� '*d' :at` t ;` '.a}"�'�, t'ri: if"fmW '� yT � a�'r ' .. ' , fi+ e. Sn� ..' 's�rr "'k}: t' 3ri..0 h ti. '"t'' Y -a r7 .. d ,»- ' h a , is_ � "� rr' `-Films `a wrnt, s�E aw ,t,s n n 7 �.# .r,ra,`,'`ca bra X, v`� : �� � ��'} �" a� ' eoo .dl a a ssa ., �g{ "F" rlt rt ,'.' y a + t 0 s ti a s$ y �aia#g a r 14P� i Client#:23780 NEWEN16 . ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/15/2016 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 J Smith NAME: Sullivan Insurance Group,Inc. ONE FAX 508 791-2241 508 797-3689 HONE Ext: A/C No 1 Mercantile Street E-MAIL Suite 710 -ADD RESS: Jsmith@sullivangroup.com Worcester,MA 01608 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:Gemini Insurance Company INSURED INSURERB,North River Insurance Company New England Electrical Contracting Corp 21 Marion Drive INSURER C:Zurich American Kingston,MA 02364 INSURERD:Hanover Insurance Company 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 CONTRACTOR 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. LTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS INSR WVD POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY X X VCGPO81520 1/13/2016 11/13/2017 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED PREMISES Ea occurrence $50 000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $1 O 000 X BUPD Ded:5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIE JECT APPLIES PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- -] LOC $ D AUTOMOBILE LIABILITY X X AWNA947880 11/13/2016 11/13/201 COMBINED SINGLE LIMIT Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Par. er accident B X UMBRELLA LIAR X OCCUR x x 5811075702 11/13/2016 11/13/201 EACH OCCURRENCE s5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE - $5 OOO OOO DED RETENTION$ $ C WORKERS COMPENSATION X WC0161691 1/13/2016 11/131201 X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N ' E.L.EACH ACCIDENT $1 OOO 000 OFFICERIMEMBER EXCLUDED? F N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1 00O 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1.000.000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Cert Holder named as additional insured.Policies are primary and non contributory.Policies include Waiver of subrogation. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #303267 KMD APPENDIX IV i Form 1 APPLICATION AND POLE ATTACHMENT LICENSE Licensee VERIZON WIRELESS Street Address ONE VERIZON WAY,MAIL STOP 4AW100 City,State and Zip BASKING,RIDGE NEW JERSEY 07920 1 Date 2/22/17 t _ In accordance with the terms and conditions of the Pole Attachment Agreement,application is hereby made for a license to make I Antenna attachment(s)to pole#340 1/2 located in the municipality of Hyannis in the State of MASSACHUSETTS. This request will be designated Pole Attachment License Application Number HyannisMASC11-403627 Attached are my power supply specifications if applicable.The cable's strand size is 0.5 and weight per foot of cable is 0.2. Communication Space Power l Supply Space Licensee's Name(Print)VERIZON WIRELESS By. Name Barbara Kassabian Signature Vcwb wcvKa*at,Gcwv NSTAR d/b/a EVERSOURCE Power Company` Title Site Acquisition Tel.No.603-303-8001 Fax No. ! E-mail bkassabian@trmcom.com *********************For licensor use,do not write below this Pole Attachment License Application Number is hereby granted to make the attachments described in this application to attachments to J01 poles, attachments to FOZ poles, - attachments to JU3 poles, Power Supplies and other attachments located in the municipality of in the State of as indicated on the attached Form 3. Licensoe's Name(Print) Signature _ 1 (AGREEMENT ID#) Title 5 Date ' . Tel.No. The Licensee shall submit an original copy of this application to Verizon New England Inc.-and NSTAR Electric Company d/b/a EVERSOURCE ENERGY. Revised 02/23/2015 NSTAR d/b/a EVERSOURCE I 1 f E `- Form 2 AUTHORIZATION FOR FIELD SURVEY WORK 1 Licensee: Verizon Wireless In accordance with Article III&Appendix I of the Pole Attachment Agreement, following is a summary of the charges which will apply to complete a field survey covering Pole Attachment License Application Number HyannisMASCI L-463627 in the municipality Of Hyannis in the State of Massachusetts FIELD SURVEY CHARGES Field Survev #Poles Unit Rate Total Field Survey Application Fee 1 pole $139.00 $ 139.00 (includes lst pole) Field Survey 2-200 Poles $ 13.45 per Pole $ Additional Travel Time* $200.00 per Day $ � TOTAL Charges $$139.00 * Based on average of 75 poles surveyed per day,add$200.00 travel time for each additional day required to complete survey. ` Please note,if you calculated the cost incorrectly,your check will be returned and a new ' check for the correct amount must be received by this office in order to schedule the survey. . p If you need assistance,please call the HOTLINE on 800-340-9822. The required field survey covering Pole Attachment License Application# HyannisMASCIl-403627 is authorized.I am enclosing an advance payment in the amount of$ 139.00. Licensee's Name(Print)Barbara Kassabian Signature 8"7yc c&Ka4iabia v Title Site Acquisition k t Address 16 Chestnut St, Suite 420,Foxboro,MA 02035 Tel.No. 603-303-8001 Date 2/22n7 { Revised 03/06/2015 Eversource Energy i FORM 3—EVERSOURCE ITEMIZED Pole Make-Ready Work Charges PAGE_,_ OF - RCE to Complete:Total Poles Surveyed Total Poles Requiring NSTAR Make-Ready Appendix IV Form 3 FIELD SURVEY / ,MAKE READY WORK FORM SURVEYORS: DATE OF SURVEY: CWO #: Verizon AWNIC:Hyannis STATE.MA Exch Code: Munic Code: Licensee Barbara Kassabiao LICENSEE NAME. Verizon Wireless LICENSEE APPLICATION#:HyannisMASCl1-403627 EVERSOURCE ELCO NAME:EVERSOURCE NSTAR APPLICATION # LOCATION POLL# ATT OWAIERSHIP CHARGE WORK DESCRIPTION TEL RTE/STREET NAME Tel El F/C J.O. J.U. F.O. YES NO TASK#S / * Height List one pole per sine P.S. - TeI 1 Tel El Tel Ei REMARKS of Att. Rise r 401/2 N/A e lcV AW * TOTALS: • Height of Attachnxiint Height of Licensee Attachment shall be 40"below ELCO MGN unless otherwise noted hereby verlaon'and EVERSOURCE surveyor. Revised 03/06/2015 EVERS. URCE - Work Order Application FOR KEN KENDRICK: Customer Request In-Service Date: 5/22/17-.. WO Received Date: Service Address:Street:498 West Main Street Suite:—Town: Hyannis Zip: 02601 t . Customer Of Record: Customer Responsible for Payment of Monthly Electric Bills Name to appear on Monthly Bill:Cellco Partnership, DBA—C/O Name: Verizon Wireless Billing Address: P.O.Box 2375, Spokane,W6,99210-2375 Telephone:_Tax ID Number: TBD Existing Account or Meter Number(if applicable): Property Owner Name(if different from above): . Owner Address: Owner Phone Number: Party Responsible for Construction costs associated with work order(if different from above) Name:Verizon Wireless Address: 118 enders Road 3rd Floor Westborough MA 01581 Phone Number:508-320-2017 Please Note that Articles of Incorporation are required for new commercial EVERSOURCE Customers Type of Service Requested: (Circle Appropriate) X New Service Service Upgrade Service Relocation Temporary Service Pole Relocation Disconnect/Reconnect Service Removal Metering Only OH Service from Pole, Pole#: UG Service from; Riser-Pole#: Padmount#: Customer Loading Brief Description of Work Attach {.1) antenna. (2) RRH/Cabinet and: Tvae of Load New Connected Load in KVA W meter to the pole. Will require 60 amp Single Phase Three Phase single phase service. Liqhting _ ' Electric heat Air Conditioning Refrigeration t Cooking Electric Drver Water Heater Computer t Process Equip. 14.4 i Motors/Elevators t Miscellaneous Totals 14.4 Number of Meters Required: Residential: Commercial: 1 Public: Main Switch Voltage: Amperage: Phase: ' Service Voltage: Amperage: Phase: Facility Type(ie:school:hospital): Telecommunications New Building Square Feet: ALL 480V SERVICES REQUIRE COLD SEQUENCE METERING(DISCONNECT SWITCH ON THE LINE SIDE OF THE METER If more than 1 meter is required, how will meters be labeled?(ie: Unit 1,2,etc,Unit A, B,etc.) ` 4 Additional Equipment: Generator: KW: Phase: Purpose: Motor(S) : Total#: Largest HP: Phase: Locked Rotor AMP: Type of Starting Compensation (choose one): Hard Soft Capacitor VFD t *See Article 802 of EVERSOURCE Information and Requirements Book for Maximum LR current and Three Phase 1 Protection" Contact Name(circle appropriate): Customer/Contractor/Consultant: Barbara Kassabian Street Address: '16 Chestnut Sheet,Suite 420. City, State, Zip: Foxboro MA 02035 Telephone: Best Time to Call:Monday-Fr ftl a.m.to 50:m. Pager: Fax: Cell: 603-303-8001 Electrician: TBD License Number: Business Name:Verizon Wireless Street Address: 118 Flanders Road •3rd Floor. ' City, State,Zip:Westborough.MA 01581 ( Telephone: 508-320-2017 Best Time to Call: Pager: Fax: l Cell, s Please note that by Interconnecting with the EVERSOURCE Distribution System the Customer of Record acknowledges that they have reviewed and are in compliance with the EVERSOURCE Information & ' Requirements for Electric Service(Blue Book). For New Commercial Services, New Residential Developments, New 13.8 kv Two Line Station Electric Service, please provide (2) copies of City/Town approved site plans that illustrates the new facility location and the proposed location of the new utilities(electric,gas,water,sewer,telecommunications)and a One-Line Diagram. For Service Increases at existing facilities,please submit a One-Line Diagram if available. I For New Residential Services where a pole must be set,please provide(2)copies of a site plan that illustrates the proposed location of the new facilities. For Temporary Service Requests,please provide(2)copies of a site plan illustrating service location. You may Fax this Form or mail any additional correspondence to: EVERSOURCE ENERGY Electric and Gas One NSTAR Way Westwood,MA,02090 Tel: (781)441—3851 Fax: (781)441-3194 Cell:339-987-7059 H. Kendrick SW340 FOR NSTAR USE ONLY EVERSOURCE Revenue Allowance: EVERSOURCE Rate: KVA or KW rating of Existing Loads(if applicable): Existing Winter Peak Demand: Month/Date/Year: Existing Summer Peak Demand: Month/Date/Year: 1 . t t R �zt +�t` ` ` ,,#. 'r {-.w' ,# s ,r "" s`.• °`" r� .,t' "'�s�.�>..t°' +dS` s NO a ) "- +ate'� �°, - 1 „v..$1�r, �, d +"f. e ' q.� ,•,4: .« -«gpa��.b^�*' :e ",+w .�*( 1� d s }t. k°�^�. � � " d "S .. FV RR.'^.•a., a s .4, 'FLh` ��. *:#T ?.... >t'to- C:a`.x#.:$f '...1 '"4,. �`-. As f� 1G i`4 tti'». 9 3, a.�#:. �e d+. jey� psi "" #".cg�,�. MAN f, s:A,` +n,' '}~�`:».� * ', Y ,.� '3. ,y a ,+ �' `QF->'�. �'�r g�"e # '� ,� Et' «;.,2'. w..`}�"sd � + .,�;^�.r*z e uµcz liet p p �..g✓"s`'a x�-L, � a.-. ,. ., `�a a�� 7' jy x'° d t d* _ ' °° w illy tx a "a * > f Y l' t ' tsV r s" t a ." } a,a r' t•""''�" '� _ '! r" x 4 �^: „�.". "{ ,. ,F: ".", P,�a at !""VI r rt y WWI €,:re" '"' '+ �' " ;.F., - _u.s�`swsr �,±' � �` ✓ '� `, -i++rFi 'Y. +$��" �'�. 'w-5 'wl"':�`�_ � -• § "` %S�}dt ta° pup° }"� 3'��t r ���� �� � �, � .L,.S � 4r. FaSa�.cp,aE''i t L��*�"Y s �",^,, told $, #p TA, v> :.�* K, �`t a �a: w* .,r� �`.a•a arc ��°'}a .tl "s'"`i i w3,�� y �E b o-:fit•°.* ..'t ssm* P°5`� .. ��r.� r# i";° "N.. 2S�.°"` " e a ,y.�npWwi3w.Mw ha•m. � '. xw a •.as'.wt�.e'nw�ww^x'vW+•Y.'Ml'*��NY^.^µVn_.a.vml _ _ ,�.. �es ,.-v-..+•'.mswan+w•7_++a�-.-..rw..+,.-r+.� - rt. � —, -�...,� rnn� .r++•w-•nv�....w^<:.r�a' "!' .. - ,e++-�a._..�_�.R..,y.-..,tF:..Y��. _ I Google Maps 41'39'02.5"N 70'18'51.2°W HyannisMASC11 4 - • wtsrwmes®Aa _ s � - i O 4,� c imam eus ye.crux ! - 1i0 III �tl'� • b]n . n.w=. ray�sr. _ Google e Map data 02017 Google 50 ft, THIS LEASE IS SCHEMATIC IN NATURE ' > � AND IS INTENDED TO PROVIDE r I, GENERAL INFORMATION REGARDING THE LOCATION AND SIZE OF THE PROPOSEDaail WIRELESS COMMUNICATION FACILITY. ' THE SITE LAYOUT WILL BE FINALIZED UPON COMPLETIONS OF THE SITE F SURVEY AND FACILITY DESIGN. A STRUCTURAL. ANALYSIS SHALL BE � PERFORMED ON EXISTING UTILITY POLE # x PRIOR TO CONSTRUCTION AND SHALL gs BE THE RESPONSIBILITY OF UTILITY CO. ' INCT I eT1ON NOTE; �I K,u � - INSTALL ALL EQUIPMENT, MOUNTING BRACKETS AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS t r? 4° • FI FCTRICAL NOTE: ," • � ` GENERAL WIRING DIAGRAM AND n NOTES TAKEN FROM E—MEMO BY t DAMES F. GVAZDAUSKIS, P.E. DATED JANUARY 12, 2017 , ' ISOM ec COORDINATED NOTE: t rT COORDINATES AND AMSL ELEVATION BASED FROM FAA-2C CERTIFICATION DATED 08/10/2016. A METES AND BOUNDS SURVEY WAS NOT CONDUCTID y LEGEND (F) = FUTURE(BLACK) (E = DaSTING(YELLOW) _ (P) = PROPOSED(SACK) APPROX. LOCATION (F) UTILITY POLE TRUE ND(T (AGL) = ABOVE(ROUND LEVEL PLAN S�POLE FALLS WITHIN TOWN (Ayy) = ABOVE MEAN SEA LM NAD 83 LATITUDE: N 41' 39' 02.53' y SITE PLAN RIGHT OF WAY N.T.S. = NOT TO SCALE NAD B3 LONGITUDE; W-717 18' 51.18' 0 25' 5w T00' MASSDOT HIGHWAY LAYOUT PLAN(WHITE) L'E-1- SCALE 1"=50' GROUND ELEVATION: 49.0"AMSL - � HYANNIS_SC11_MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH N�VANCEL) �E� 6 DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE: 1"=50' CivilEnginccring-SiteDevelopment 400 FRIBERG PARKWAY HYANNIS, MA 02601 HYANNIS_SC11_MA 3 Surveying-Telecommunications WESTEIOROUGH, MA 01581 SHEET: 1 OF 5 TOP(P) ANTENNA & (P) 12.0.0 X 38.7-H (P).12.0'► % 38.TH NH36001A—OG-2XR o--- ANTENNA).12.0 MOUNTED TO (P) OM—D POLE V. =-36:5'3 AGL(85.V*AMSL} NH36DQM—OG-2XR ANTENNA • _ MOUNTED TO (P) UTILITY POLE (P) 4' EXTENSION POLE OF (P) EN (E) 29.0' TALL VERIZON (P)l4'COAX CARIES (TOTAL OF 2) ---- ELEV.=34.7'f AGL (S3.Tt AMS1) UTILITY POLE/340 1/2 & (1) RET CABLE IN 2-U—GUARD TO (P) ANTENNA ' POLE w (P) ANTENNA GROUND WIRE- TOP (E)Vr!_Y E ,. (P)POWER WEATHERHEAD ELEV. = 29,0't AGL (78.0 t AMSL) SEt 0t2OARY'PO OVER LINE �(( � BAYEL.c"'t..25.5 1 AGL 74,5 A.kS1:). _ (E) GUY WIRE (P) RPoi'S(TOTAL OF 2), (2)(P) ELEV. = 21.0't AGL(70.0't AMSL) . DIPLEXERS, & (2)(P) DELTA £+"TELCO COAX , AC/DC CONVERTERS MOUNTED ELEV: 2I.0 .-;ACL 70T. TO (E) UTILITY POLE {P),RR1'S�,(TOTAL OF2).(2)(P), OIPLEXER% & (2)(a) DELTA AC/O (P) POWER TO (P) METER FROM PROVIDER - CONVERTERS MOUNTED TO (E) UTtU1Y POLE " (P) SAR-0 (P)FIBER. 2' U—GUARD TO (P) SAR-0 BOTTOM OF(P) RRH _ (p)1¢' COAX CABLES (TOTAL OF 4) TO DIPLEXERS ELEV. = 12 S`t AGL{61.$'f AMSL} 6OA-2 POLE DISCONNECT (P) SAR-0 SWITCH FUSED WITH (3)-20A (P) ELEC. RGS CONDUIT TO (P) METER CIRCUIT BREAKERS &METER SOCKET 6GA-2 POLE DISCONNECT SWITCH FUSED WITH' . (3)F20A CIRCUIT BREAKERS& METER SOCKET m e? (P) GROUND WIRE FROM (P) METER TO (P) GROUND ROD E GROUND LEVEL EL=V! m V±Al L 49.0±AMSL . (P) GROUND ROD � • 2 PHOTO ELEVATION LE-2 SCALE: 1'=10' LEGEND (F) — T1}nlQ .{BLALX) _ /'1 ELEVATION INSTALLATION NOTE, sTRucTURAL NOTE: (E) = EXISTING(00 INSTALL ALL EQUIPMENT, MOUNTING A STRUCTURAL ANALYSIS SHALL BE (P) PRQPQSEA,(BLJICft).: LE— SCALE 1'=10' . -; 0 5' 10' 2O• BRACKETS AND HARDWARE IN PERFORMED ON IXISTING UTILITY POLE OP) - ABOVE PROPOSED Ri1) K).. ACCORDANCE WITH MANUFACTURER'S PRIOR TO CONSTRUCTION AND SHALL (AG(AM) ADM MEAN SEA LEVEL RECOMMENDATIONS BE THE RESPONSIBILITY OF IJDLITY CO. N.T.S. - NOT TO SCAN£ HYANNIS_SC11_MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH Yard 0!'mrefeSS N- ADVANCED � DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE: AS NOTED Civil Engineering-SiteT)evelopment 400 FRIBERG PARKWAY HYANNIS, MA 02601 HYANNIS_SC11_MA 3 Surveying-Telecommunications WESTBOROUGH, MA 01581 SHEET: 2 OF 5 INSTALLATION NOM (P) 12.0-0 X 30.rH _ -------(E) OVERHEAD WIRES DISTALL ALL EQUIPMENT. MOUNTING NK360OM-DG-2XR BRACKETS AND HARDWARE IN WFENS MOUNTED TO unuTY POLE (P)AWS RRH,(P)PCS RRH.(P)AC/DC ACCORDANCE WITH MANUFACTURER'S o CONVERTER. (2)(P)DELTA AC/DC CONVMERS RECOMMENCIARM (2)(P) DIPLMS. 60 AMP METER SOCKET NH MM-x 3e.R ANE s W/DISCONNECT MOLRTTED TO(P) UTILITY POLE AMOUNTED TO(P) UTILITY POLE crtarnraat No1_t=• P yIR-0 . e A STRUCAIRAI ANALYSIS SHALL BE PERFORMED ON EKISTING UTLIIY POLE PRIOR TO CONSTRUCTION AND SHALL LI1Y OF 111Y (E) GUY WIRE (P) 4' EXTENSION FOIE BE THE RESPONSIBI Ull CO. (E)SIDEWALK (E) OVERHEAD WIRES (E) 29.0'TALL OERIZON UTILITY POLE#340 1/2 _ TRUE NORM a ANTENNA PLAN 5 ANTENNA MOUNTING DETAIL LE-3 SCALE 1•=4' LE-3 SCAE: 1'=4' IZO, Bill LE I EE -;g I 7 3' COMVWOPz NH3=IoI—DG-•2XR Dt1lONS: 13t) 7 WEIGHT: 33.7 LBS " q Nil j 3.2• t1EWp t�Ma � 11' - _ f 11( �� - H '3.. — .... one. • yy =REM „ _ am d qs�. OLPLEXER FRONT 2w - - nrm DIMENSIONS: 7.6 xx 3.x)_3 W 2 T LEGEND AWs Cow RII WEIGw-, 6.6 LEIS � (F) = FUTURE(SLACIO L"T VEIQ(T n a t NOTE- MOUNT DIPLEXERS TO BACKSIDE (E) = L7O5 W(ff" OF MIL-LINT BRKT (P) = PROPM(BLACK) ANTENNA DETAIL RRH DETAILS (AID = ABOVE GROUND LEVEL -3 SCALE: N.T.S 3 DIPLEXER DETAIL (AMSL) = ABOVE MEAN SEA LEVEL -3 SCALE N.T.S.ND SCALE N.T.S. N.TS. - NOT 10 SCALE • HYANNIS SC11_MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH �g� �Tr�+ V >Y"dtwireless i'�l�l.lCrD DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS SCALE: AS NOTED CivilEngiaeeHag-SiteDevelopment 400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANNIS_SC11_MA 3 Surveying-Tetecommmriwtioos WESTBOROUGH, MA 01581 HYANNIS, MA 02601" SHEET: 3 OF 5 PROPOSED ANTENNA ANTENNA MOUNT/3RACKEf ANIENNA GROUNDING (2) 1/2-Coax rAB�ES&(1) RET (DEPENDING ON aNlo+Na - CABLE IN 2-UY RATED U—GUARDS 4 SECONDARY UNES 4; -WEATHER HEAD (LEAVE 10' CONDUCTORS FOR UTILITY CO. TIE INS) FIBER rROWHAUL &'BA.C*HAUI -----r' FIBER DEMARC ON POLE (2)DIPLFXER FM JUMPERS IN 1-1/2-UY (4) 1/2•COAX ' RATED U-GUARD IF LENGTH CABLES EXCEEDS 4" �—�i`— AWS RRH PCS (3)16 AWG WIRE IN FIBER JUMPER (M.). RRH 1-1/4-UY RATED PVC DC POWER 2 AWG COPPER GROUND DELTA AC/DC CONVERTER (Typ•) (TYP. OF 2) WEATHER PROOF SQUARE D CAT AC POWER NOTE USE PROVIDED DELTA NO.:SDSA1175 SECONDARY SURGE MANUFACTURERS WIRING HARNESS ARRESTOR ON 20A 2P CRCIIrT BREAKER #2 AWG COPPER SQUARE o 00-100A eSPACE, 16 cIR oln000R GROUND IN 1/2- MAIN LOAD CENTER WITH COVER. 604 22VP MAIN UV-RATED PVC aRWIT BREAKER WITH (3) 20A, 2P BRANCH CIRCUIT BREAKERS (1 FOR SURGE ARRESOR 3 (1) PER RRH) _ A6LBANK CAT NO.: U2272-Fit-5M-BL SINGLE LEVER CLAD COPPER 120/24OV, 10 3W 125A METER CIAO GROUND ROD ELECTRICAL NOTE: RING DIAGRAM AND GENERAL WIRING DIAGRAM H TAKEN FROM E-MEMO BY L E-4 SCALE: N TS JAWS F. GVAMAUSKAS, P.E. DATED JANLIARY 12, 2017 HYANNIS SC11 MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH ADVANCED i0dZO—nwirefess DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE. AS NOTED Civil Engineering-Site Development 400 FMSE.RG PARKWAY HYAN NIS_SC 11_MA 3 Surveying-Telecommunications WESSTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 4 OF 5 .. ....+.»-�,.:...,:..,.....,,+....+..ter,.,, _...M..r __ .r+.»_ ..A...,... GENERAL NOTES ELECTRICAL AND GROUNDING NOTES STRUCTURAL NOTES: t' ni wl atwrmrs a eao►Nwos ro wwne N rmNN� 1. AIL awalm sROML Oi Ow M�a WLi� To a A%a¢ iaa amTa¢w t s4ll SNION FOR�waeMsmnNO�alMM m1/Avr7.aynF�a� L 'offm mm mI BDYL',mils pro go R011(a Milt"N L AIL MINK me Iwl E UL WFAS m U M AD IDILWN♦M a Ml O MM SOU NOW ALL O D AD Co1mY3 N IN AM MW TO RMmWNI AM 0111C M OF IN .A➢mmkmm=WNNXTJM tmaLtaumoa. gemoml lRuamL MUERN.NK t VAM COO MB 9w.E INUM 10 DE AITEWMI Cr K COI MNC MRMHL a.NsvLL to evIM3M on tiaLlles BTnET3 is Rt9RE NY®1M Ac E>s a Tnt a TIE BEWL 311 rLlm Ml M 11 1 IFFA MO N WI Na a ot�t wo FOR 06 or mwc=im sru m�m THE L Ma eartiutc a om cn - -, ... ••. MO 9�T7ov IOIOA Ilf>®ML TON W FWDE CWNEI[WANK 11D �TJaAf FaR-DE Lalat fABRWDM AFD6Q7DM OF SINICMIPAL.STEl WR.NMDIKS:' . 4. Emf7NN TO E MEMO a N7®1 NM cum N AOmIma NNI ANfmM De om Ilem - ... .. . . - ... 2111a 111 IIML19s a SMUCIU L MN NECEILHEM SR1a 9WL COOPM W AM AM mML11MPl StM Umms aomm=1NImm 4. NNSN 9NL W NB W IBMNL AS a It>ial>8E fa ' L MAIMED BNINNR NNW PL Ila IDF PENNM®A mMCfML AMl1S ff C97M SA FGM MN mNONmI IF Mi67M6 L STD WE ORL MWOM 10 AM ASOO ti01D QMD 1GEDD M S AMUM WMOI MM SNDLaMfI PAW. AE CUM F LE W CMN�11E AMOOK UOMC NQ A OR AM As NNE SIM 11=MN HOT-w m 37[*wen so=MN z"m 711E E at S am L L atToaAL Ale mm me O MMS A allUXG 40 COMOn A 10001 RAL. FW SW 10000113 AK MN WL AS'DYL CUIM VIAMOM a MIOL at N sm TDO OM7lm ow 9m m1ADtOa m SD18NE ea M La. Mo tea MM N V=Les FLML ML,01 L FOXIML=I==MM swl to NO nOM mus MUNIC T"MN QUNFM W Am Am ww MCIM 0=Fort mNnuw.NNIs.NOIDMD NmME MMS MN RM NODDED WHEW ML Wn Oft E . ' L MID aNON 9m.E 501MU N At - SN CV,WL 1. DLGIEAL;iIIlO S7LL.E COfel•iN 11(4 TTfiR AmR a TN/6 FUUMM 7. ALL 7M rat W 9%LL 9E GtlMa�Arent FAA0CA7m N ACCON00 f NN ANY A123'PC pavan nGmm)aolntes•CR m MD:STESL FRORIaS:IAGE3S coco6Y'.MOTm. a NN MAIM IDmm a ME® awmm MI17 CoNomm Fart AID FRUM CNet COL 9E FPC a IS Mm a INS UN L ALL MA MOM AID INEWNWA RIMME 9ft E GAI M M N ACWINNCE WtH M8M A133'HD-0GOMc Nam RLL u m FULL FOL Cm=m ILUNImr m umm camw ow-a"a®MD SIR IMt mw.uNum Comm MNHL a NN IDm MDR a am m mom DIDr 1M'Am fm MID - L FMD In US OR L W1;W CUM AND ALL oAMtam EMtNRED 9f X0 DILL E WARD tNM AM ORWNC n C _ miff We a3L ME lBm me MN IDS MET AS SAC®a To IIWM1 PMf WIMl W MIN IFONOOIIS OF ARM AM ORNSNSN EMW AW SIOLL M1-W Pomm DIIC of U1mK FWM RML ut ma WE MN QEDM aIp IfA01ID TH IT E OW.DMC MMta DM CMDMMLI,G IA MOUNT FWRN M=01 at MUFL 11 THU W AWED G VMG N NNI ND/IIID TDm SWDML RWAN MIT 9LOL E MN NOT UM DIOI 4 COM WIN ME W Off MMM Gij Off A IF WNS C99M la MINE Lanl 10 M NS MN FIOW ONNI NIL ME IR MD W®1 W AD THMESS N AIM)BIT ASHY A9 ON A157 AS AFFM E .. FuW NMQ®L IE Bm umm OEM NE IMF UE m MEDUM - IL ODNDbOW SIML ONR7 NN MA 00E fal frEPCEWRS. MN.QUMt1L'ff MW Ia NO FOR MplD6-: - N CNOR MDE IE OOID NINm ff MR CW WIL E PC COMIC .. - OWN" tmOR.NIL MNLERS MN MElONO PAOCM=94IL E Uu4='N ALCCNCULY WTH'M ' It.ALFD wa WCDW Ola0E.*xL WKM%31.pomm- '"DAM ONAM10 M PSOCID".NIL EID SIWE E 00*UU C,1=a=WM ND R'WM 9MLL . n - ' IL/IC tL1N8 a INSET wen CXRXU -W=NO tlL�WM�TEw A.�.L.W�..IffiO-SOLS AM NOT-90M PROM THE W OM SUE TN M LE-JL4'N K MSC 91MI K-"m8 CW.ffo MM la NnMO C 9M L Cover NN s In Am Amoawa.Na1Nw NMOIY - MO IONee ROB.'ea Iwl E ME N AMSOM M1M 19®M sa n. NmN®rnr"HwAm.OWED OR as WaRma r:M70Md•i IImMWs a®A S ML 1E aOADaI 9oIDMN: ROOM 10 DEWS *V#M Rem To 1e9DL OR CORIMM AVIOR AR veal ACWI 91RL FURM NMVX- Ia Mum OVAL ME 91m mom A NMM Do Larc.MMIFONFMN COOK ME GOA=KM 9pW ofFlUff wet v. MMNUM 91ML E FORMED Den CIWM6 mart F MW AS MNAFAMM M UNISMM C W.WIL M OR NULL OW MUMS aft E I 5/14I 3/M�Mk MM ODOM MOEID AD Ifa E HOT-UP GRWam fas l am DOW acummu a t mms is ow mum As saw swl oaaa7 oP r/t oflt7ot srA+=srm Maze Am N iI mum A wam m IL ILL o0M0 mM®a W E MOT MNaSO mY1FW1 ME mN61aN MIIOftll`M3SIOED.$11m.A'swm T6DE kD A-WOtC men DE AMAIOBIIC SA1EM 9fEl.atInRLD-tR MF27 m omw DDI1611C MDL m IR NO•tlE CmtR R A E mama AAD aR:Mt I3D 5T5�A:(r6 SAFIDED kl Oltlh)OL t31ClMTAS'MSRASD EfltYl.Nil1 f-1/C Yl'CeSMDa EPML wN a71N®MIL is W*9901 MO n 9VW 0WWa=fFWX 99WM=FF-3-=GRIM L M 4 CUM L IW 1OW My I q.NCE igION�am THE Imm m summ ON F01WL OR KNNIED mIW.NSOLLAIM 9NLL E N ACCORDANCE WIN THE IMMfACROM RMO MEIIY®OK.MIMIN ' Comm fs me=MezaL"NDAm tD03 MID,AVER!E wo Is aw D®IM IT MU E INIM MN NE HALF(3 IM MOM .. am Am ME a tax tY AMOa mm MANS ON E 1fffi'R f - . - lZm wo 110.L a—MOa aT I m'm m lWM1 6 TW amour C P u iL GRIB47.W BCE MN a1t8ff 9KL tE KAM AAW tIN4i{S�D M. am6"WIT OR mw W REAP mm MI a NIOIOD Ala .- .... -... . .. la m11 W NNMD 110 9FLL E NE dF 110 HOLE mBwssaM IL wamE Fat FaM AD LE MMW 9FIOrt MU E 3000 F9 AR MWM®(4s-"MDNa NEW MOM . T17E 0"CMS If"O U MANE mM010 W AIL WWM6 17. AL CAST N Ft"CMOmE MU HE ®IN AMFUNDEDN AWDMMM wM TIE EMNSIM OF AO 311 IM IL 1DSJED7Nt.10IMCMCtR'CQK.WOM an mom WL MD ow TO am in Mi. HMSO M7 oc mmm{mini DL MN7 a1DE.N1a11N CCM01Aa W AM cam3m TaE Own OOMM31r7tS. 1L IMN a1a0:MU G WUN aM al.SR.0Y9r WVDRa1M Sim 9KEL.E:AS FW MS'LI4=NOTED OI/EFORW . COMOm'Eat O ARAM E4VH-'3 MOM IL OalDpam 9fLL mm AD iQML am m¢mw D7Ca'NL'.ftRA SE$71 cc"="3 V,,10.Ewen OR mm, . q MML3 ONR DDT OatNP OID MD BDOD NM Mti@M CLelIC—S /D MD BAR=.- $JM.. QdItMC,MG AMI.mM#Drt QflA�4 am /6'ND DEAR!__1�1/2 mu n 40GMM 9ML MS COMM=0 35O11 MD 1 R®11S Fm ALL MUM EIM MU E NOAIDED MAIN A A(4'Q/e CHUM M=MM 01 9M . NDm aAK-GM commm S am ItWIM F Im m SL =aWU 1 9MIL tAM =ANOOML 00%MD UL WJM4OM MD OMlb IL U m!RL WAY MN K 4110AM fOS W K 44=0 R M1E OF MW OWMAIa1 AND THE 0=ID iFflIM71efMMfM1f(LW 1619 MN mm le9ua t4 Na67 NaE CUL - - RNST FRODUM A NUCVUOFS WOOL 03"S1Ep1CaMN NM WOOD COM MMOK ALL LLMEM IwL BEN®1E MOM AD IMIL E STINGI NAM WME NO,L m 11MM HYANNIS SC11 MA LEASE EXHIBIT DAiE: 02/13/2017 DRAWN BY: JWH 4ADVANCED t �e DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS SCALE: AS NOTED CivilEDgiDeeriug-SiteDevelopmeat 400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANNIS_SC11_MA 3 SurveyiDg-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 5 OF 5 LEASE EXHIBIT: THIS LEASE IS SCHEMATIC IN NATURE . i''° ""` �,N� AND IS INTENDED TO PROVIDE . . I GENERAL INFORMATION REGARDING THE LOCATION AND SIZE OF THE PROPOSED WIRELESS COMMUNICATION FACILITY, THE SITE LAYOUT WILL BE FINALIZED UPON COMPLETION OF THE SITE SURVEY AND FACILITY DESIGN. fy • (k STRUCTURAL NOTE: • ,,` A :STRUCTURAL ANALYSIS SHALL; BEr, . it PERFORMED.ON EXISTING UTILITY POLE PRIOR TO CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF UTILITY CO. s J" y. f ti INSTALLATION NOTE: : INSTALL ALL EQUIPMENT, MOUNTING - BRACKETS AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S ' - RECOMMENDATIONS - ' ELECTRICAL NOTE'r GENERAL WIRING DIAGRAM AND 0 ' _ NOTES TAKEN FROM E—MEMO BY ® ° I ' JAMES F. GVAZDAUSKAS, P.E. r• ° 9D ail JANUARY 12, 2017 "• �`: � �. `` ' -� �� 0 _ z d COORDINATED NOTE: ° COORDINATES AND AMSL 'ELEVATION BASED FROM FAA-2C CERTIFICATION a , '. © e . DATED 08/10/2016; A METES AND _ BOUNDS SURVEY WAS NOT CONDUCTED +, • , —"' _ LEGEND (F) = FUTURE(BLACK).. (E) = EXISTING(YELLOW) (P) = PROPOSED(BACK) APPROX. LOCATION (E) UTILITY POLE TRUE NORTH �4IEL (AGL)..= ABOVE GROUND LEVEL . POLE (AMSL) = ABOVE MEAN SEA'LEVEL NAD 83 LATITUDE: N 41' 39' 02.53• , SITE PLAN RIGHT o WA FALLS WITHIN TOWN N.T.S. = NOT TO SCALE NAD 83 LONGITUDE W-70' 18' 51.18*1 MASSDOT HIGHWAY LAYOUT PLAN(WHITE) LF-1 SCALE: 1 =50• 0. 25': 50' 300' GROUND ELEVATION: 49.0' AMSL _SC11_MA LEASE EXHIBIT DATE: 02/13/2017 HYAN N IS IMADVANCED. DRAWN BY: JWH �enZonwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZQN WIRELESS 498 WEST MAIN STREET 3 SCALE: 1"=.50' Civil Engineering Site Development g g- p - 400 FRIBERG PARKWAY- - HYANNIS_SC11—MA SHEET: 1 OF 5 SurveyingTelecommunications WESTBOROUGH, 'MA 01581 HYANNIS, MA 02601 TOP (P) ANTENNA (P) 12.0'0 X 38.7-H (P).12.0'0 X 38.7'H NH360OM—DG-2XR ELEV. 36.5't AGL (85.5't AMSL) NH360QM—DG-2XR ANTENNA ANTENNA MOUNTED TO (P) UTILITY POLE "*;, — MOUNTED TO (P) UTILITY POLE (P) 4' EXTENSION POLE OF (P) ANTENNA t' ---------�� (E) 29.0' TALL VERIZON (P)V COAX CABLES (TOTAL OF 2) ELEV. = 34.7't AGL (83.7't AMSL) `* UTILITY POLE #340 1/2 & (1) REf CABLE IN 2- U-GUARD TO (P) ANTENNA (P) ANTENNA GROUND WIRE TOP (E) UTILITY POLE ELEV. = 29.0't AGL (7B.0'f AMSL} (P) POWER WEATHERHEAD Ta E SECONDARY POWER:UNE ELEV. 25.5 t AGL 74.5 t AMSL <<�, ,�;... " -------_--. (E) GUY WIRE ot 2 L �(P) RRH'S (TOTAL OF 2), O(P) ELEV. _.21.0't AGL (70.0't AMSL) DELTA DIPLEXERS, & 2)(P) E TELCO COAX ELEV.,21.0 t AGL 70.0 t AMSL ----- AC/DC CONVERTERS MOUNTED _--- (P) RRH'S (TOTAL.OF 2). (2)(P) TO (E) UTILITY POLE DIPLEXERS, & (2)(P) DELTA AC/DC , 4 (P) POWER TO (P) METER FROM PROVIDER CONVERTERS MOUNTED TO (E) UTILITY POLE (P) FIBER. 2' U—GUARD TO (P) SAR-O BOTTOM OF (P) RRH (P))¢' COAX CABLES (TOTAL OF 4) TO DIPLEXERS ELEV..= 12.5'f AGL,(61.5't AMSL) (p) SAR—p = 60A-2 POLE DISCONNECT SWITCH FUSED WITH (3)-20A (P) ELEC. RGS CONDUIT TO (P) METER CIRCUIT BREAKERS & METER SOCKET 60A-2 POLE DISCONNECT SWITCH FUSE) WITH (3)-20A CIRCUIT BREAKERS & METER SOCKET o 7rr od N (P) GROUND WIRE.FROM (P) METER TO (P) GROUND ROD x E GROUND LEVEL ELEV. = 0 t:AGL 49.0 f AMSL (P) GROUND ROD 2 PHOTO ELEVATION LE-2 SCALE 1'=10' LEGEND (F) = FUTURE(BLACK) 1 ELEVATION INSTALLATION NOTE: STRUCTURAL NOTE: (E) = EXISTING(GREY)(P) _ PROPOSED(BLACK) LE-2 SCALE 1'=10' INSTALL ALL EQUIPMENT, MOUNTING A STRUCTURAL ANALYSIS SHALL BE ` . (AGL) = ABOVE GROUND LEVEL 0 5' 10, 20' BRACKETS AND HARDWARE 1N PERFORMED ON EXISTING UTILITY POLE ACCORDANCE WITH MANUFACTURERS PRIOR TO CONSTRUCTION AND SHALL (AMSL) = ABOVE MEAN SEA LEVEL- RECOMMENDATIONS BE THE RESPONSIBILITY OF UTILITY CO. N.T.S. - NOT TO SCALE HYANNIS_SC11_MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH veriZnwireless A�VAl\CE� DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY HYANNIS_SC1 1_MA Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 3 SHEET: 2 OF 5 GENERAL NOTES ELECTRICAL AND GROUNDING NOTES STRUCTURAL NOTES:, 1. RIM�FDIEIIENL IDUIIIC scams AND IwmwrE N A'CQDYN 1. AL EULTIWAL WONT WALL CONFORM TO IE RFOIImmTIS O'THE NATIONAL 1. EWGN RAUIRDENTS ARE PER STATE MUM CODE AND APPLICABLE SUPPLEMENTS,ANSN/ASCE7,BVn%-Za-c NN WNIFAcn RR5 RCOEmDnIOL awnwA CODE 00),As,NU AS APPLICABLE SUITE AND IDLY.CO IR SOa1CNRAL STADARDS FOR sma.mom sIPPORIING sTRUCTUURS .. 2 GUM 01511111111011 SM MOUNTING PPIS AND RH1(a AWIIFANE)N .. 2 ALL F1wnwL ITEMS sNALL BETDVED aL AW OR wo AND PIOCURD PER' .. ,� 2 CONTRACTOR COWL war ALL DIMENSIONS AND CONDITIONS NHE T FLED PRIOR M FABRICKM AND ENEOnoN OF Air: AOL'WNII£SON WMFACTUR rS RECOMMENDATIONS - SPECIRaTION RAUIEMEN S .. MATERIAL ANY UNUSUAL CONDITIONS WALL E REPORIED TO THE ATTENTION OF THE WNSTIWION MANAGER. .. a WOOL.BAa1mtT AND MUM NDOEIS TO PRSIWE aF®D MOSS ON POE a THE BEET IAI.NEW[NUIM AL LABOR AD MATERIAL MOM BY CRUM a DESIGN AND caFaducNON OF sinucMURAL sma.WALL coxim TO THE AYE7aGN wrai E OF SAFE.CONSTRUCTION AND SPasrm4N DIC m DICIDEIMOL WON TO PROVEN COMPLETE OPERAIND AND SPFCNOTION FOR THE DESIGN,FABRIDATION AND EAENION OF SI wau.STEEL FOR NRDIII a U1PImiT iD ff MSOYIID a YERNIiN HAD CEInFR N AQ,DRWLE WITI APPROVED aECTRICNL SVSTE L STRUCTURAL ANALYSIS 4. MEWL CORWM WALL PAT FRS FOR PER ATE,AD 17 REFORM FOR 4. SEICnIRAL AHD YscELtAR DIS SIM MAIL CONFORM M AM AN snmuml.SIFFL U UESS unma ix MNG7m".. . S. ADVANCED EHIiEDING GROUP.P.C.HAS NOT PEiWUM A SSLCRR ML AYBLYSS,OF COMIC SW FUNDS AND COOmRWDI OF N6idYl M a SIM PPE WALL CCIECIRM M ASTIA A500 taio-FaoED WELDED a SEAMLESS CARBON STEEL STRICIuuL now. THE BMW POLE 10 CIM 7E ADDITIONAL IaOD .. - - .. .: GRADE A OR ASIR A33 PPE SIM BLACK AND HOT-DIPPED ZW-CC ATED WELDED AND SEAM ESS TYPE E OR S.CRADE B. t .. .. _, a GECTRAL AD TOM ONI WISBE A BMW AND DFORD TD WEpER MU PPE SIZES WIa7ED'ARE NOYINL ACTUAL OUTSIDE DIAMETER S LARCENY BE N EAWA MIT aIYA®lam SELL CO OLITS OR SCHEDULE COD PVC(A� a S DR .. PEDFRED Br WE)AD RHEE MIRED IN LIQUID TIGHTREONE YEDL C- STRUCTURAL CONNEM SOLIS SHALLBE.HIGH SnENcm SOUS WARNG TYPE)Am CONFORM 70 ASTM A30 TGOI NONAETALIIO STRENGTH BOLTS FOR mire REAL arms,I CLWDD SUITABLE NUS AND RAN HARDENED RASHERS!.ALL BOLTS SHALL BE s/ DA.LION: 6 NUCORAAf SWILL E.SOEpAE 40 PW. .. - .. .. .. .. 7. aWFAAL OBIT WNL BE POPPER WITH TYRE OM.THRC OR THIN NM UMOIL 7. ALL SAFE.MOMS WALL BE G4YAN®AFTER FA MIKATON N ACCORDANCE WnH ASTM Aim O!C(MDT-OP ... : ... ... - GNYAN®)COATINGS ON Nql AND STEEL PIODIIC S!,UN85 OTHERWISE NOTED. . - .. S. RUM IMENRION.ODOR OR DINE BEIREN HECIIPiIL MAY ODYOiDnN .. ... .. POINT AND PROECT OSIER COL.VIE PPC AS NAGGED ON THIS OMNA. & ALL BOLTS.ANCHORS AND MISCELLANEOUS MNIDNA E SHALL BE GALVANRED N ACCORDANCE RUH ASIR A153 791C-Cd1TNG PROVIDE RILL UN31H RAL TOE COMMODE RETALIATION WAN UMY COMPANY (HUT-DP)ON EON AND STEEL HNR7NAW,UNLESS OTHD M NOTED. .. .. .. ..: .. '. 0. RUN 1NCD W101a OR GOE EIEEEI IEEROIE UIIIIT OMARAOII PmR ND S. TIED 11 PAdf FAL HOLES, S CUTS ND AL bWNIED W VN®SURFACESSf SHALL REPAIRED WON�2NC .. .. RI&ECT CTIIER CELL 9E 7EI00 CABINET AD BS MET AS DEMO ON INS - O'ARnM A78M GAYAIdD6 SNIEL BS ZINC BY M4M FROV1E RILL LFMIRX RLL ROPE AD GRFIREE COMMIT MUSIMS LAPS WOW,ODC BY DUNMN GALYANONG,GALVA BRIGHT PREFORM BY CROWN OR EQUAL 71I1301ESS OF APPLIED GALVAN®IG ` N EACH W&M TFLCO COMM. REPAIR PAIN STALL E NOT NOT LESS THAN 4 CATS((µALIyDpyW TIE TO MY BETWEEN COOS)WITH A RESULTING CWM . .. .. THICKNESSTEWRED BY ASIY A123 OR A1a3 AS APPIIGIWF. .. -10.�MORE CONCUR BL7WFE1 ITS AND PROVEN'OSIER CELL SITE PPC ND]NEVER BE ND ...: . .. .. .. PNOECr Cost CELL SITE 1E7CO SERVICE CABINET ARE LVCBM M LM PMC.SOEDUE - .. - - 40 CODUL ARNE THE NORM PORTION OF DEB COIDUS SIMLL E PVC COM OLIT. .. 10. USED I CI COWL COMPLY WITH ALL CODE FOR WELDING PS.LASSESAPPEARANCEAL AMC OU411Y OF ATEDS AND FOR HASSMETHODS .- .. USED d CORIELTID WELDNG ALL ASIDES AND WLLWD PROCE&56 COWL BE QUALIFIED IN ACCORDANCE RIIH p5 11.AL EDIIPMENT LOCATED OUTSIDE Swl WYE KERN St EMOD9AE - STAIDAD OLIA FICAON PROCEDURE'.ALL WELDOR SHALL BE DOE NSIN'F)OO 111137100111113 AND WELDING SHALL CONFORM TO ASC AND DLL INHERE FILLET WELD S�9 ARE HOT SIMC PROVIDE THE IRWIN SIZE PER TABLE OS4 IN -. .. 1L PPC SIPRFD BY PROJECT CRIER. .. .. THE AM%WK OF STEEL COISIRIICIOM'.91H EDITION, . . .. Ia GROUNDING MU COMPLY DTH NEC ARE 25M ADDITIONALLY.GRTAUM BMW .. - .. . AND LBIMC PIOIF DN STALL E DOE N AccamaCE WIN W=SITE 11. INCORRECTLY FABRICATED.DAMAGED OR OTIONSE MMTRdC OR NONCON FORMING MATERIALS OR CONDITIONS MOLL BE GROADIG STAIDkw. REPOREO TO THE CONS RMaDN MANAGER PRIOR 1O REMEDIAL OR CORRECTIVE ACTION ANY SUCH ACTION WALL REQUIRE CONSTRUCTION MANAGER APPROVAL. 14. WAD CDVK CANE SHE1D5 MnR111 AT BOTH ETDS Nab MINIMUM CONE CANE ODUOW IONS M RS BY MEN ORIR IL UNSIRINS WALL E FORED SEE.CHANNEL slur FRUI D AS MANUFACTURED BY IRISFI IT CORP.WAYNE,a OR SHALL /8.1 D WALL E AFTER AIRI�MEMBERS E 1 s/e�t s 26A uRIEss OnERESE TITLED AND HOf-0P GAWAI® to II.E M COPPER S�NTH ENEENAAo O"s MUM FOR ORDinED �mPPER�iRE AFTER FAeaDA7D& . FUR E NmuDID As RDErO�n 0M�E DRURIG 1a EPOLY LLY 7H ASSEBNS INSERT, A GORIER UB LAND DIAMETER STAINLESS EWE BIER. RAIN SISTER ERH NUTS R RAWER&AN 1&ALA.GROUND COMMECTIOS 70 E BURN FMROUD COMFR ON TYPE CORMM AERIALLY 7150 DEDSYSTEMS aSLAA,A SCREEN TUBAN AND A ENGDN ApESNE THE MORNING WITH SYSIFII WALL E THE ANTI-HOTPI HY-20 OR FiURELD MM 3W WELL GO IN ANN ALE.COPPER VIE D E N CONTACT .AID OR NY-LIFO S15TF16(AS SPECIFIED AN ON&)OR ENCRFES APPROVED FDUAL WTIH 4-1/4'YIN E183FDION oFYI1L NTH CURL®SIRE. - - 14. DPAsm San WALL cowaRR TO FTDEAL SPECIFICATION FF-B-3A GRow&TYPE 4.am 4 MOJI KWN BOLT It ' . 17. ROUE=O CO IRICTOTS ANC THE SIOTIEST AND STRNATI6T PAR POSSE OR APPROVED EOIAL.86TAU110N SHALL L E N ACCORDANCE MR THE IWDFACIUER'S IECOIOmDAIM MINIMUM ELUPT AS DTIDaff NODITED. WNW IDnS 9DU BE EN D NEVER T a MIT. EMETAmB WALL BE THREE AND ONE MALT(3 1/9)NNE¢ ANGLE. AWAYS MALE a LEAST if RACES WEIRS./a RRE am E aNT a r CONS Nml MBESSART NW AN MEAL OBJECTS MINK B FEE OF PROJECT IS, GRAVLL SUIT BASE AND CONCRETE SHALL E RACED AGAINST U DWLgM SOL. OM RISEN,OR CABINET 10 MASER GROW MR OR GROUNDING RING. 1& CONRECTONS 10 GROW BARS WALL E N E NN M HOLE COMPRESON It CONCRETE FOR FENCE AND ICE BADGE SUPPORT WALL E 3000 PSI M ENTRAINED(4%-COG)NORMAL WOW CONORTE. TYPE COPPER LUGS. APPLY ORE N®M'COMPOUND 10 AL LOCATION& :. 17. ALL CST N PLACE CONCImE WALL BE mmm AND PLACED N Amammm WTIHI THE R waocrs OF A2 31s AID. _ it COLD AnEMNE MnNmc aUama caRNL CABLE GROUND Rls,AND AFAR TO EIB AO 301: RAND MR THE AMOSSA LDDUION 20.APPLY OWE NEW COPOIRD 1O ALL COMPRMSO N TYPE CROW CMMIM .. I& TIE FOLLOWING M/aDM COIOEIE COVER OVER RDEUP(9D PEEL WALL E AS FOLLOWS WIS4 NOTED MINIM' CONCRETE CAST AGAINST EARTH S - ERHM 2t.CO IRMTOR Of PROAOE AD DISTAL CD DNENCHA E rM=MATER SISTER CON EXPOSED 70 EARTH O WATERM wESr FAa EOW TDD AID BORBD PONr EIVEH DMING1wER/ lq NCNGFO -' �e AND RARER NODS LWUDW ADD AIO ELIPNEHf OtTAApD RM /s AND SMALLER-...—_1 1/2 NOES ...: 22.CON=M SAL TIED COMPLETED GROUND SISTER Am ROM RESU15 FOR'. AL EXFOSED EDGE WALL E PROVIDED RON A 3/413/4'CHUM I1 UN NOTED OOmaMSE :. .. .- PRIMED CLOSE-OUT OOOIUM 1OM. a 006 MQV"Rsa'NIE RDU ED, .. "` .. .. .. .. 2a CONIRINNOR WU COCOA ANTEMIN,OWL NO LIA RLRI4=AND D&'NM:E- .. -1R. LUIMR STALL COMPLY ON THE RFA IRE 13M OF THE A JCAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATDNA. m4xu ANIgAm as(STEEP TME)Am-Rim Own FOR PRaw am NIT FOREST FROMM ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOW C016IRICIIO. AL LINBER,WALL E - PRESSURE TREATED AND WALL E STRUCRDAL GRADE NO.2 OR REAMER. 7 ` / :.DATE: 02/13/2017 . �HYANNIS_SC11_MA LEASE EXHIBIT DRAWN BY: JWH ADVANCED ver�Zonwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET 3 SCALE: .AS NOTED Civil Engineering-SiteDevelopment ;. 400 FRIBERG PARKWAY HYANNIS, MA 02601 HYANNIS_SC 1 1_MA Surveying-Telecommunications WESTBOROUGH, MA 01581 SHEET: 5 OF 5 P) 12.0"0 X 38.7"H ( -- —(E) OVERHEAD WIRES INSTALLATION NOTE: NH360QM—DG-2XR( — .INSTALL ALL EQUIPMENT, MOUNTING ANTENNA MOUNTED TO (E) ~ BRACKETS AND HARDWARE IN . (P) AWS RRH, (P) PCS RRH, (P) AC/DC. UTILITY POLE v CONVERTER, (2)(P) DELTA AC/DC CONVERTERS, ACCORDANCE WITH MANUFACTURER'S (P) 12.0"0 X 38.7"H. RECOMMENDATIONS �. (2)(P) DIPLEXERS, 60 AMP METER SOCKET ", NH360QM-DG-2XR ANTENNA " o W/DISCONNECT MOUNTED TO (P) UTILITY POLE MOUNTED TO (P) UTILITY POLE STRUCTURAL NOTE: F (P).SAR-0 A STRUCTURAL ANALYSIS SHALL BE PERFORMED ON EXISTING UTILITY POLE PRIOR TO CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF UTILITY CO. (E) GUY WIRE (P) 4' EXTENSION POLE (E) SIDEWALK (E) OVERHEAD.WIRES (E) 29.0' TALL VERIZON UTILITY POLE #340.1/2 TRUE NORTH 4 ANTENNA PLAN s ANTENNA MOUNTING DETAIL LE-3 SCALE: i°=4' LE-3 SCALE: 1"=4' 12' SIX 11 l s COMMSCOPE NH360QM—DG-2XR DIMENSIONS: 12.0"0 x 38.7° WEIGHT: 33.7 LBS lingual e oo F$!?cu im :e 13.2" PCS RRH HP ^ 1 p M U1/ Inu a FRONT SIDE eeve eeve _ WIRELESS CO OUNRr FOR INC.L eooa .. .. e o POLE/WALL YOUNf FOR OWL .: .. . RAoro eRAaccr DIPLEXER LEGEND FRO HI Sly rtDA1 DESCPoPRCIN CITY. DIMENSIONS: 7.6"H x 7.3"W x 3.2"D . AWS 9OW RRH ' ooue�uouNr 2 .. WEIGHT: 6.6 LBS (F) = FUTURE(BLACK) UNIT wocHr 57.0 tes 2 PCS IJED RRH RACK W , (E) = EXISTING(GREY) ' 1AWS RRH RACK W/ ' NOTE: MOUNT DIPLEXERS TO BACKSIDE (P) = PROPOSED(BLACK) 1 ANTENNA DETAIL OF DBL—MNi BRKi RRH DETAILS 2 r(AGL) = ABOVE GROUND LEVEL L _3 SCALE: N.T.S. D I P L LE-3 SCALE: N.T.S. EX E R D ETA I L g — (AMSL) _ 'ABOVE MEAN SEA LEVEL LE-3 SCALE: N.T.S.. N.T.S. = NOT TO SCALE HYANNIS_SC11_MA LEASE EXHIBIT DATE. 02/13/2017 IMADVANCED rCHECKED AWN BY: JWH ver��nwireless DRAWING NUMBER REVISION BY: SNA ENGINEERING GROUP, P.C. VER¢ON WIRELESS 498 WEST MAIN STREET 3 SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY HYANNIS_SC11_MASurveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 3 OF 5 PROPOSED ANTENNA ANTENNA MOUNT/BRACKET ANTENNA GROUNDING (2) 1/2" COAX CABLES do (1) RET (DEPENDING ON ANTENNA CABLE IN 2" UV RATED U—GUARDS MODEL) SECONDARY LINES fN WEATHER HEAD (LEAVE 10' CONDUCTORS FOR UTILITY CO. TIE INS) FIBER FRONTHAUL do BACKHAUL �—� FIBER DEMARC ON POLE (2).DIPLEXER FIBER JUMPERS IN 1-1/2" W RATED U—GUARD IF LENGTH (4) 1/2" COAX 9— EXCEEDS 4'. CABLES AWS RRH PCS (3)06 AWG WIRE IN ' FIBER JUMPER (TYP.) RRH 171/4" W RATED PVC DC.POWER 2 AWG COPPER GROUND. DELTA AC/DC CONVERTER (TYP.) (TYP. OF 2) WEATHER PROOF SQUARE D CAT AC POWER NOTE: USE PROVIDED DELTA NO.: SDSA1175 SECONDARY SURGE MANUFACTURERS WIRING HARNESS ARRESTOR ON 20A 2P CIRCUIT BREAKER. #2 AWG COPPER SQUARE D 00-100A, 8 SPACE, 16 CIR OUTDOOR O GROUND IN 1/2" MAIN LOAD CENTER WITH COVER. 60A 2P MAIN W—RATED PVC CIRCUIT BREAKER WITH (3) 20A, 2P BRANCH CIRCUIT BREAKERS (1 FOR SURGE ARRESTOR do (1) PER RRH) MILBANK CAT NO.: U2272—RL-5T9—BL SINGLE LEVER . 120/24OV, 1f 3W 125A METER 3/47000' COPPER CLAD GROUND ROD . ELECTRICAL NOTE: GENERAL WIRING DIAGRAM AND 1 GENERAL WIRING DIAGRAM NOTES TAKEN FROM E-MEMO BY JAMES F. GVAZDAUSKAS, P.E. LE-4 SCALE: N.T.S. DATED JANUARY 12, 2017 DATE: 02/13/2017 HYAN N IS_SC11_MA LEASE EXHIBIT DRAWN BY: JWH ADVANCED VerlZ_Qnwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE AS NOTED Civil Engineering-Site Development 40D FRIBERG PARKWAY HYANMS, MA 0260E HYANNIS_SC11_MA Surveying-Telecommunications WESTBOROUGH, MA 01581 3 SHEET: 4 OF 5 The Commonwealth of Massachusetts For Office Use Only AERONAUTICS COMIVIISSION El Airspace Analysis Initials El Comments Received REQUEST FOR AIRSPACE REVIEW ❑ AIMS Updated MAC File No.: FAA File No.: (For reference only) Notice is required by 780 CMR(Code of Massachusetts Regulations) 111.7,Hazards to air navigation. Pursuant to Massachusetts General Laws(MGL)Chapter 90,Section 35B,the Massachusetts Aeronautics Commission(MAC)agrees to perform an AIRSPACE ANALYSIS and render a determination for the project listed below. IMPORTANT: All shaded areas must be completed. Sponsor(include name address&telephone number) Sponsor's Representative(same data if applicable) Project Description(please type or print clearly): Location,Height&Elevation Data: Nearest City,State: Degrees Minutes Seconds Latitude Longitude Datum ❑NAD 83 or❑NAD 27 Site elevation above MSL(ft.): msl Maximum height above ground(1): agl 0 REQUIRED: Attach Bh x I t inch map(e.g.USGS Quad sheet)showing location of project Maximum elevation above MSL(ft.): msl Nearest Public-Use Aviation Facility: Prinf-dr type,below,the name of person filing this request foi review Signature Data' ****************DO NOT WRITE BELOW THIS LINE FOR MAC OFFICE USE ONLY **************** MAC's AIRSPACE ANALYSIS concludes the following: Closest Runway: Distance from RW end: Offset from RW CL: ❑Left ❑Right ❑ Project violates MGL Ch.90,§35B by ft. [Runway Horizontal Plane-3,000'x 2 Statute Miles, 150' above RW] ❑ Project violates MGL Ch.90,§35B by ft. [Runway Approach Plane-3,000'x 3,000'@ 20:1 slope] ❑ Project violates 702 CMR,§5:03(1)(a)by ft. [Runway Approach Plane/Land-500'x 10,000'@ 20:1 slope] ❑ Project violates 702 CMR,§5.03(2)(a)by ft. [Runway Approach Plane/Water-500' x 10,000'@ 20:1 slope] ❑ Project does not violate MAC Airspace Laws or Regs. MAC hereby issues the following DETERMINATION: ❑ Permit is required*pursuant to MGL Ch.90,§35B,for: ❑ Runway Horizontal Plane ❑ Runway Approach Plane *Sponsor must submit a separate written request for a MAC Airspace Permit. Request should be addressed to MAC Chief Legal Counsel,Massachusetts Aeronautics Commission, 10 Park Plaza,Room 6620,Boston,MA 02116-3966 ❑ Permit is not required pursuant to MGL Ch.90,§35B ❑ No violation of Laws or Regs ❑ Ch.90 violation=30'agl ❑ MAC has the following additional concerns: ❑ FAA Standards ❑ Noise ❑ Traffic Pattern ❑ Wildlife ❑ VFR Route. ❑ Other This determination is based on the foregoing description of the proposed project including the location, height and elevation data provided by the Sponsor. Any change in the data provided to the MAC from that which is shown herein will render this determination null and void and will necessitate a new request for review. Mgr,of Airport Engineering,Massachusetts Aeronautics Commission Date MAC Form E-10 Last Revised December 2000 Please Type or Print on This Form Form A roved OMB No.2120-0001 Failure To Provide All Requested Information May Delay Processing of Your Notice FOR FAA USE ONLY Aeronautical Study Number Federal n Administration itrati Notice of Proposed Construction or Alteration Federal Aviation Administration 1. Sponsor(person, company, etc.proposing this action): o , << Attn.of: 9.Latitude: 10.Longitude: ° Address: 11.Datum: ❑NAD 83 ❑NAD 27. .. ❑Other City: State: Zip: Telephone: Fax: 12.Nearest: City: State: 13..Nearest Public-use(not private-use)or Military Airport or Heliport: 2. Sponsor's Representative Cf other than#1) Atin.of: Name: 14.Distance from#13.to Structure: Address: 15.Direction from#13.to Structure: City State: Zip: 16.Site Elevation (AMSL): ft Telephone: Fax: 17.Total Structure Height(AGL): ft• 3. Notice of: ❑New Construction ❑Alteration ❑Existing 18.Overall height(#16.+#17.) (AMSL): ft• 4. Duration: ❑Permanent ❑Temporary( months, days) 19.Previous FAA Aeronautical Study Number(if applicable): 5. Work Schedule: Beginning End -OE 6. Type: ❑Antenna Tower ❑Crane ❑Building ❑Power Line 20.,Description of Location:(Attach a USGS 7.5 minute ❑Landfill ❑Water Tank ❑Other Quadrangle Map with the precise site marked and any certified survey.) 7. Marking/Painting and/or Lighting Preferred: ❑ Red Lights and Paint El Dual Red and Medium Intensity White ❑White-Medium Intensity ❑Dual-Red and High Intensity White ❑White:High Intensity ❑Other 8. FCC Antenna Structure Registration Number rif applicable): 21. Complete Description of Proposal: Frequency/Power(kW) Notice is required by 14 Code of Federal Regulations,part 77 pursuant to 49 U.S.C.,Section 44718. Persons who knowingly and Willingly violate the notice requirements of part 77 are subject to a civil penalty of$1,000 per day until.the notice is received,pursuant to 49 U.S.C.,section 46301 (a). I hereby certify that all of the above statements made by me are true, complete,and correct to the best of my knowledge. In addition, I agree to mark and/or light the structure in accordance with established marking and lighting Standards as necessary. Date Typed or Printed name and.Title of Person Filing Notice Signature . NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION §77.13 Construction or alteration requiring notice. §77.15 Construction or alteration not requiring notice. (a) Except as provided in§77.15,each sponsor who proposes any of the following No person is required to notify the Administrator for any of the following construction construction or alteration shall.notify the Administrator in the form and manner or alteration: prescribed in§77.17: (a)Any object that would be shielded by existing structures of a permanent and . (1) Any construction or alteration of more than 200 feet in height above the substantial character or by natural terrain or topographic features of equal or greater ground level at its site. height,and would be located in the congested area of a city,town,or settlement (2) Any construction or alteration of greater height than an imaginary surface where it is evident beyond all reasonable doubt that the structure so shielded will extending outward and upward at one of the following slopes: not adversely affect safety in air navigation. (i) 100 to I for a horizontal distance of 20,000 feet from the nearest point of the (b)Any antenna structure of 20 feet or less in height except one that would increase nearest runway of each airport specified in paragraph (a) (5) of this section with the height of another antenna structure. at least one runway more than 3,200 feet in actual length,excluding heliports. (c)Any air navigation facility,airport visual approach or landing aid,aircraft (ii) 50 to 1 for a horizontal distance of 10,000 feet from the nearest point of the arresting device,or meteorological device,of a type approved by the Administrator, nearest runway of each airport specified in paragraph(a)(5)of this section with or an appropriate military service on military airports,the location and height of its longest runway no more than 3,200 feet in actual length,excluding heliports, which is fixed by Its functional purpose, (iii) 25 to I for a horizontal distance of 5,000 feet from the nearest point of the (d)Any construction or alteration for which notice is required by any other FAA nearest landing and takeoff area of each heliport specified in paragraph (a) (5) regulation. of this section. §77.17 Form and time of notice. (3)Any highway,railroad,or other traverse way for mobile objects;of a height (a)Each person who is required to notify the Administrator under§77.13(a)shall which, if adjusted upward 17 feet for an Interstate Highway that is part of the send one executed form set of FAA Form 7460-1,Notice of Proposed Construction National System of Military and Interstate Highways where overcrossings are or Alteration,to the Manager,Air Traffic Division,FAA Regional Office having designed for a minimum of 17 feet vertical distance, 15 feet for any other public jurisdiction over the area within which the construction or alteration will be located. roadway, 10 feet or the height of the highest mobile object that would normally Copies of FAA Form 7460-1 may be obtained from the headquarters of the Federal traverse the road,whichever is greater,for a private road, 23 feet for a railroad, Aviation Administration and the regional offices. and for a waterway or any other traverse way not previously mentioned,an amount (b)The notice required under§77.13(a)(1)through(4)must be submitted at least equal to the height of the highest mobile object that would normally traverse it, 30 days before the earlier of the following dates- would exceed a standard of paragraph(a)(1)or(2)of this section. (4)When requested by the FAA,any construction or alteration that would be in (1)The date the proposed construction or alteration is to begin. an instrument approach area (defined in the FAA standards governing instrument (2)The date an application for a construction permit It to be filed. approach procedures) and available information indicates it might exceed a However,a notice relating to proposed construction or alteration that is subject to standard of Subpart C of this part. the licensing requirements of the Federal Communications Act may be sent to the (5)Any construction or alteration on any of the following airports(including FAA at the same time the application for construction is filed with the Federal heliports): ' Communications Commission,or at any time before that filing. (1)An airport that is available for public use and is listed in the Airport Directory (0) A proposed structure or an alteration to an existing structure that exceeds of the current Airman's Information Manual or in either the Alaska or Pacific 2,000 feet in height above the ground will be presumed to be a hazard to air Airman's Guide and Chart Supplement. navigation and to result in an inefficient utilization of airspace and the applicant has the burden of overcoming that presumption. Each notice submitted under the (ii)An airport under construction,that is the subject of a notice or proposal on. pertinent provisions of this part 77 proposing a structure in excess of 2,000 feet file with the Federal Aviation Administration,and except for military airports, is - above ground, or an alteration that will make an existing structure exceed that clearly indicated that that airport,hill be available foripublic use. height,must contain a detailed showing, directed to meeting this burden. Only in (III)An airport that is operated by an armed force of the United States. exceptional cases,where the FAA concludes that a clear and compelling showing (b) Each sponsor who proposes construction or alteration that is the subject of a has been made that it would not result in an inefficient utilization of the airspace notice under paragraph(a)of this section and is advised by an FAA regional office and would not result in a hazard to air navigation,will a determination of no hazard that a supplemental notice is required shall submit that notice on a prescribed form be issued. to be received by the FAA regional office at least 48 hours before the start of (d) In the case of an emergency involving essential public services, public health, construction or alteration. 1. or public safety that requires immediate construction or alteration, the 30 day (c) Each sponsor who undertakes construction or alteration that is the subject of a requirement in paragraph(b)of this section does not apply and the notice may be notice under paragraph (a) of this section shall, within. 5 days after that sent by telephone,telegraph, or other expeditious means, with an executed FAA construction or alteration reaches its greatest height,submit a supplemental notice Form 7460-1 submitted within five (5) days.thereafter. Outside normal business on a prescribed form to the FAA regional office having jurisdiction over the region hours, emergency notices by telephone or telegraph may be submitted to the involved,if- nearest FAA Flight Service Station. (1)The construction or alteration is more than 200 feet above the surface level (e)Each person who is required to notify the Administrator by paragraph(b)or(c) of its site;or of§77.13, or both, shall send an executed copy of FAA Form 7460-2, Notice of (2)An FAA regional office advises him that submission of the form is required. Actual Construction or Alteration, to the Manager, Air Traffic Division, FAA Regional Office having jurisdiction over the area involved. ADDRESSES OF THE REGIONAL OFFICES Alaska Region Eastern Region Northwest Mountain Region Southwest Region AK DC,DE,MD,NJ,NY,PA,VA,WV CO, ID,MT,OR, UT,WA,WY AR,LA,NM,OK,TX Alaskan Regional Office Eastern Regional Office Northwest Mountain Regional Office Southwest Regional Office Air Traffic Division,AAL-530 Air Traffic Division,AEA-520 Air Traffic Division,ANM-520 Air Traffic Division,ASW-520 222 West Ph Avenue JFK International Airport 1601 Lind Avenue,SW 2601 Meacham Boulevard Anchorage,AK 99513 Fitzgerald Federal Building Renton,WA 98055-4056 fort Worth,TX 7 61 3 7-05 20 Tel:907-271-5893 Jamaica,NY 11430 Tel:425-227-2520 Western Pacific Region 9 Central Region Tel:718-553-2616 Southern Region HI,CA,NY,AZ,GU IA, KS,MO,NE Great Lakes Region AL,FL,GA,KY,MS,NC,PR, Westem-Pacific Regional Office Central Regional Office. IL,IN,MI,MN,ND,OH,SD,WI _ SC,TN,VI Air Traffic Division,AWP-520 Air Traffic Division,ACE-520 Great Lakes Regional Office Southern Regional Office 15000 Aviation Boulevard 601 East 12th Street Air Traffic Division,AGL-520 Air Traffic Division,ASO-520 Hawthorne,CA 90260 Kansas City,MO 64106 2300 East Devon Avenue 1701 Columbia Avenue Tel;310-725-6557 Tel:816-426-3408 or 3409 Des Plaines,IL 60018 College Park,GA 30337 Tel:847-294-7568 Tel:404-305-55B5 New England Region CT,MA,ME,NH,RI,VT. New England Regional Office Air Traffic Division,ANE-520 12 New England Executive Park FAA Form 7460-1 (2-99) Burlington,MA 01803-5299Tel:781-238- Supercedes Previous Edition 7520 ` INSTRUCTIONS FOR COMPLETING FAA FORM.7460-1 ' PLEASE TYPE or PRINT ITEM#1. Please include the name,address,and phone number of a personal contact point as well as the company name. t ITEM#2. Please include the name,address,and phone number of a personal contact point as well as the company name. ` ITEM B. New Construction would be a structure that has not yet been built. I Alteration is a change to an existing structure such as the addition of a side mounted antenna,a change to the marking and lighting,a change to power and/or III frequency,or a change to the height. The nature of the alternation shall be included in ITEM#21"Complete Description of Proposal". Existing would be a correction to the latitude and/or longitude,a correction to the height,or if filing on an existing structure which has never been studied by the FAA. The reason for the notice shall be included in ITEM#21 "Complete Description of Proposal". ITEM#4. If Permanent,so indicate. If Temporary,such as a crane or drilling derrick,enter the estimated length of time the temporary structure will be up. ITEM#5: Enter the date that construction is expected to start and the date that construction should be completed. ITEM.#6. Please indicate the type of structure.DO NOT LEAVE BLANK. ITEM H. In the event that obstruction marking and lighting is required, please indicate type desired. If no preference, check "other'and indicate no preference'. DO NOT LEAVE BLANK. NOTE.High intensity lighting sball be used only for structures over 500 AGL. In the absence of high intensity lighting for structures over 500'AGL,marking is also required. ITEM#8. If this is an existing tower that has been registered with the FCC,enter the FCC Antenna Structure Registration number here. ITEM#9.and#10. Latitude and longitude must be geographic coordinates,accurate to within the nearest second or to the nearest hundredth of a second if known. Latitude and longitude derived solely from a hand-held GPS instrument is NOT acceptable. A hand-held GPS is only accurate to within 100 meters (328 feet)95 per cent of the time. This data,when plotted,should match the site depiction submitted under ITEM#20. ITEM#11. NAD 83 is preferred;however,latitude/longitude may be submitted in NAD 27. Also,in some geographic areas where NAD 27 and NAD 83 are not available other datums may be used. It is important to know which datum is used. DO NOT LEAVE BLANK. ITEM#12. Enter the name of the nearest city/state to the site. If the structure is or will be in a city,enter the name of that city/state. ITEM#13. Enter the full name of the nearest public-use(not private-use) airport(or heliport)or military airport(or heliport)to the site. ITEM#14. Enter the distance from the airport or heliport listed in#13 to the structure. ITEM#15. Enter the direction from the airport or heliport listed in#13 to the structure. ITEM#16. Enter the site elevation above mean sea level and expressed in whole feet rounded to the nearest foot (e.g. 17'3"rounds to IT, 1TV rounds to 18'). This data should match the ground contour elevations for site depiction submitted under ITEM#20. ITEM #17. Enter the total structure height above ground level in whole feet rounded to the next highest foot (e.g. 17'3" rounds to 18). The total structure height shall include anything mounted on top of the structure,such as antennas,obstruction lights,lightning rods,etc. ITEM#18. Enter the overall height above mean sea level and expressed in whole feet. This will be the total of ITEM#16+ITEM#17. ITEM#19. If an FAA aeronautical study was previously conducted,enter the previous study number. ITEM#20. Enter the relationship of the structure to roads,airports,prominent terrain,existing structures,etc. Attach an 8-1/2"X 11"non-reduced copy of the appropriate 7.5 minute U.S.Geological Survey(USGS) Quadrangle Map MARKED WITH A PRECISE INDICATION OF THE SITE LOCATION. To obtain maps,Contact USGC at 1-800-435-7627 or via Internet at"http://mapping.usgs.gov". If available,attach a copy of a documented site survey with the surveyor's certification stating the amount of vertical and horizontal accuracy.in feet. ITEM#21. • For transmitting stations,include maximum effective radiated power(ERP)and all frequencies. • For antennas,include the type of antenna and center of radiation (Attach the antenna pattern,if available). • For microwave,include azimuth relative to true north. • For overhead wires or transmission lines,include size and configuration of wires and their supporting structures (Attach depiction). • For each pole/support,include coordinates,site elevation,and structure height above ground level or water. • For buildings,include site orientation,coordinates of each corner,dimensions,and construction materials, • For alterations,explain the alteration thoroughly, • For existing structures,thoroughly explain the reason for notifying the FAA(e.g.corrections,no record ofprevious study,etc.). Filing this information with the FAA does not relieve the sponsor of this construction or alteration from complying with any other federal state or local rules or regulations. If you are not sure what other rules or regulations apply to your proposal, contact local/state aviation and zoning authorities. Paperwork Reduction Work Act Statement: This information is collected to evaluate the effect of proposed construction or alteration on air navigation and is not confidential.Providing this information is mandatory for anyone proposing construction or alteration that meets or exceeds the criteria contained in 14 CFR, part 77. We estimate that the burden of this collection is an average 19 minutes per response.An agency may not conduct or sponsor,and a person is not required to respond to a collection of information unless R displays a currently valid OMB control number.The OMB control number for this collection is 2120-0001. NSN:00$2-00-012-0008 FAA Form 7460-1(2-99)Supersedes Previous Edition Assessor's (1st map Qa4z ® �TME Assessor's ma and(lot number 4f s Pb� r�1` Conservation Board of Health(3rd floor): �/- l r �� • Sewage Permit number d i E J �� i��i/ �l✓ T� 'o aa'Y not rz . Engineering Department(3rd floor): -!� p ��o 39 House number 7 f7 Definitive Plan Approved by Planning Board 19 . APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Z�� Q .0 / f� 1 TYPE OF CONSTRUCTION _ (mil/ o 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit /according to the following information: Location Proposed Use Zoning District Fire District Name of Owner IRO?Nl{ = 4V/I, Address Name of Builder Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee IZZ-E-- 'Id4-w 0,4= SV�fc3 C E d ie/LC� iC.c� C� ZAOI 311619-3,. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS - I hereby agree to conform to all the Rules and Regulations of the Town of Barn able re rding t ve construction. KI Construction Supervisor's License STAMM, CLIFFORD P No ermitFor 35818 Re—Roof Single Family Dwelling ' Location 81 Hawes Avenue ' Hyannis Owner. Clifford Stamm - __ ,-, l c ' ', Frame T Type of Construction # + + s ti. Plot i .Lot Permit Granted Aprr i 1 27, ' 19 93 Date of Inspection 19 r ` Date Completed - 19 Y - :: .,. _..-.....-.. .>. :-.Y..;-..-. -.��.:,.�.- .:�.rr.... r.�- ^^-",.,,,,,�w. :r..�.a ,+r,•�,,,^,,-?�.-s,��r �rs<„r,,".. RI,,•..t`'ti4t'"� . . �..hct�-.. TOWN OF BARNSTABLE gp,R_W �• Ordinance. or Regulation WARNING' NOTICE Name of Offender/Manager 1 Address of Offender 1� /n� J.� MV/MB Reg.# Village/State/Zip y�,��; ,� Business Name A1_� :Q / 1`t� am/pm> on 20 Business Address r � Jlpsi- d { t\N �A VIA � Signature o�-nforcing Officer Village/State/Zip Location of Offense qe wt� t- (,n 7,5 A k } V r Enf:orcn Dept/Division Offense Facts This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to. achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are ttempts to gain voluntary compliance. Subsequent violations will result in ro riate legal action b the Town. � . PP P g Y , WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. -.. - :. .. ,. �.�. - .-, ,.-.. dam...-a,�,-.-.,,,,....-,ti-..-�.,.,�w,,.,.rv,rtr`�'�,.,r,r'ti"�,-.,F^-7,..,,.-.w,�.°'�r-. r-f`+- M-.*�^-.J'-'^""'.---• --•: TOWN OF BARNSTABLE BAR_W f610 Ordinance or Regulation WARNING NOTICE Name of Off ender/Manager Address of Offender e MV/MB Reg.# Village/State/Zipwi. r�t14 ._ :... am .' Name / n 20/ m, i ±g v 5 Business Address t ,J Signature bf_-E'nforcing Officer Village/State/zip Location of Offense _ i `� edGZ ( � ' x � / ' \�✓J// i Enforrcing'; Dept/Division Offense f- !• '( e Facts t ,ti�f� In n .� 3 4 "! This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG:-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. f .. . -,..,,.. .,,,.�,•:.a,.. s-w tr.,c s. _.r;�.:..ray .caw:..�.�.----•.y.�-' ..,...--,q �, TOWN OF BARNSTABLE BAR_W '� Ordinance or Regulation WARNING NOTICE Name of Offender/Manage Address of Offender 1 -i, ;.." ��'., �r, MV/MB Reg.# Village/State/Zip Business Name am/pm) on ' f 20_ Business Address Signature .of Enforcing Officer Village/State/Zip Location of Offense �� 1 Enforcing Dept/Division Offense Facts , This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1" FL., 367 Main Street, Hyannis, MA 02601 (Town Hall)'and 200 Main Street Offices at the Licensing counter. DATE: I I JaGe Fill in please: APPLICANT'S` YOUR NAME: 4AQ 12AK%0_0 ' } i BUSINESS YOUR HOME ADDRESS; cfQ N . 8 >71. w' r TELEPHONE # Home Telephone Number: pg9L NAME OF NEW,BUSINESS f�,Au4k5- /}J'o SA$e-5 TYPE OF BUSINESS 10 I IS THIS A HOME OCCUPATION? YES V NO Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS $ 005 % w 7, S i ao'160 MAP/PARCEL NUMBER a` When starting a new business there are several things'you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING C MIS ONER' OF I E This indiv ual beers-. f rm f any permit requirements that pertain to this-type of business. -Abthorized at a** COMMENTS: . , 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHO TY) This individual h en inf d of the 'c s' ments that pertain to this type of business. Authorized Signature- COMMENTS: YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: Aft Fill in please: APPLICANT'S YOUR NAME: S BUSINESS YOUR HOME ADDRESS: fog( Ism 111-1wo W-Jb4rLvs f148 rh_ ou.�a _. TELEPHONE # Home Telephone Number SDB 3 roZ--Sly(P NAME OF NEW BUSINESS 1A,(Aw"ks IMoku9s TYPE OF BUSINESS SICALEE IS THIS A HOME OCCUPATION? YES NO-9'- Have you been given approval from the building d'vision? YES NO ADDRESS OF BUSINESS W- N ,wts r'VN 6U.0 MAP/PARCEL NUMBER 01 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFI E This individual has n inform of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) A This individual 44utorized informed the licensing requirements that pertain to this type of business. nat r COMMENTS: TO ALL NEW BUSINESS OWNERS IDATE:--142=tfw Fill in please: APPLICANT'S YOUR NAME: BUSINESS YOUR HOME AD RESS: C.1 W r TELEPHONE Telephone Number Home �> NAME OF NEW BUSINESS e'k, ` O TYPE OF BUSINESS IS THIS A HOME 6CCUPATION1 YES I I NO Have you been.given approval from the:building divi ion? YES NO ADDRESS OF'BUSINESS M=tiS OLW MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the followinVr e to make sure you have all the required permits and licenses.. GO TO 200 Main St. &We 06' Yarmouth Rd. Main Street) and you will find the following offices: 1. BUILDINGO ER'S OF This individual f ed of i qui ements that pertain to this type of business. Signat e' COMMENTS: _ 2. BOARD OF HEALTH This individual has b informed of the permit r uirements that pertain to this type of business. Authorized Signatur . . COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual h Peen irtfp=ed of I' nsypg requirements that pertain to this type of business. r Authorized Sicgnatu e.** L / COMMENTS: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. ` l - ' TOWN OF BARNSTABLE SIGN PERMIT ' PARCEL ID 269 024 GE013ASE ID 17330 ADDRESS 498 WEST MAIN STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE . r'PBA DEVELOPMENT DISTRICT HY PERMIT 35431. DESCRIPTION HYANNIS AUTO SALES, INC_ (20 SQ_ & 16 SQ. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS and Environmental Services TOTAL FEES: $50.00 BOND $.00 OxTHE E CONSTRUCTION COSTS $.00 i 753 MISC. NOT CODED ELSEWHERE * BARNSTABLE, + MASS. BUI MIIN DIV-1S' ON BY/ G� DATE ISSUED 12/17/1998 EXPIRATION DATE i ne i owne Department of Health, Safety and Environmental Services 9 Building Division a ' ,, � ► 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 ( Building Commissioner V Tax Collector ( �y Treasurer Application for Sign Permit Applicant: ��� fo�U Assessors No. Doing Business As: t-+ n yil P LfY. Telephone No. 7 0 D Sign Location Street/Road: W 2 S L (" 'Lc m S� - Zoning District: Old Kings Highway? Yes to Hyannis Historic District? Yes/10 Property Owner Name: TT R eai w Telephone: Address: LV)F W e2- M 6-1,1 54 W-�g!2 , Village: Pywv wf Sign Contractor , Name: r 14 �����I— S fa h n.CIA Telephone: Address: —ILsr�-c>� �J� Village: 11,yU,0wr Description Please draw a diagram of lot showing location of buildings and existing signs 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?. Yes/No (Note:Ifyes, a whingpermitis required) I hereby certify that I am 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 construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent:_ . Date: Size: 111 Permit Fee: Sign Permit was approved:_ Disapproved: �i Signature of Building Offic al: Date: a i Signl.doc rev.8/31198 .rr V. A L 'i H16ANNIS Al flrO SA Q a LI-T-Y PRE�OWN "M2 VE141CLEQ or'-'n, gn ;--v a _u j lys H T 60 �,oc a r• i� HYANNI '3 imz�LE Aulm N E c7- �tHE E�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 January 12, 1998 John Trotto 58 Quaker Run Road Mashpee, MA 02649 Re: SPR-077-97 Trotto, 498 West Main Street, Hyannis, (269/024) Proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus Dear Mr. Trotto, 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 with the following conditions: • Easement language to be discussed with Engineering. • Applicant must seek 3 forms of relief from ZBA as discussed. • No washing or servicing of vehicles on site. • Plan must show curb modification and HP parking space. • All signage must be approved by Gloria Urenas. • Plan must show landscaping. • Submit revised plan to Site Plan Review, it will be signed, then it will be forwarded to ZBA. 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 inust be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner �THE ' MASS. The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 4, 1998 Attorney Michael Ford PO Box 665 West Harwich, MA 02671 Re: INFORMAL (SPR-77-97)John Trotto, 498 West Main Street, Hyannis (269/024) Purpose: To review a revised plan previously approved by Site Plan Review. Original proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus. 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 with conditions. The Applicant was before Site Plan informally April 30, 1998,in order to submit a revised plan. The revised plan (dated 4/9/98) shows 26 parking spaces and does not require zoning relief from the Zoning Board of Appeals. Revised plan was signed. The original Site Plan Review conditions still apply. 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 I � SPR Meeting Notes 01/08/98 SPR-077-97 Trotto,498 West Main Street, Hyannis, (269/024) • Proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus. Leased floor area 1,280 sq.ft. Steve Doyle and John Trotto presented the proposal. Submitted revised plans showing sidewalk and addressing the recommendations from Engineering. Addressed Planning's comments regarding parking. Currently has 6 employee parking spaces. Reduced leased area to 1000 square feet at the lot next door. Discussed sidewalk easement needed. Addressed roof overhang to the rear. Applicant proposes to alter that. Presented elevations to improve building. • Planning stated the Applicant will need a Variance regarding the canopy. Building Commissioner discussed setbacks and ZBA relief needed. Agreed that the Applicant needs a Variance. • HAEDC asked about number of vehicles. Applicant stated there will be 40 used vehicles. • Health stated this proposal is in the WP district. The Applicant is prohibited from washing or servicing vehicles. Asked Building Commissioner to discussed penalty for doing such. Building Commissioner stated he would issue a Cease and Desist Order,then criminal charges would be filed. Applicant is well aware he cannot wash or service vehicles. Will take the vehicles elsewhere. • Engineering stated the sidewalk looks great, but stated the Applicant should continue the sidewalk on the other side of entryway. Applicant agreed. Engineering suggested the sidewalk be maintained at 5 feet. Asked Applicant to make a note on plan regarding the sidewalk easement. Does not see any problem with drainage. • Building Commissioner addressed handicapped parking spaces. Applicant meets tree requirement, but suggested the Applicant put landscape information on the site plan to have one plan with all info. Applicant will need a Variance and a Special Permit regarding accessory use on the lot next door. Also, Applicant will need relief on WP restriction regarding lot coverage. • Approved with conditions and forwarded to ZBA. • Easement language to be discussed with Engineering. • Applicant must seek 3 forms of relief from ZBA as discussed. • No washing or servicing of vehicles on site. • Plan must show curb modification. • Plan must show HP parking space. • All signage must be approved by Gloria Urenas. • Plan must show landscaping. • Submit revised plan to Site Plan Review, it will be signed, then forwarded to ZBA. 4 The Town of Barnstable • snxxeru�, « " �� Department of Health, Safety and Environmental Services 9- Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner TO: Emmett F. Glynn, Chairman, Zoning Board Of Appeals FROM: Ralph M. Crossen, Building Commissioner SUBJECT: Re: INFORMAL (SPR-77-97)John Trotto, 498 West Main_Str e et,Hyannis (269/024) Purpose: To review a revised plan previously approved by Site Plan Review. Original proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus. DATE: May 4, 1998 The above referenced site plan has been reviewed and approved for purposes of referral to.the Zoning Board Of Appeals. Attached please find a copy of the letter of approval and meeting notes for your files. i 04� i " '"MWABM The Town of Barnstable 16,$9. " Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 4, 1998 Attorney Michael Ford PO Box 665 West Harwich, MA 02671 Re: INFORMAL (SPR-77-97)John Trotto, 498 West Main Street, Hyannis (269/024) Purpose: To review a revised plan previously approved by Site Plan Review. Original proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus. 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 with conditions. The Applicant was before Site Plan informally April 30, 1998,in order to submit a revised plan. The revised plan (dated 4/9/98) shows 26 parking spaces and does not require zoning relief from the Zoning Board of Appeals. Revised plan was signed. The original Site Plan Review conditions still apply. 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 Bamstable 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 SPR Meeting Notes 04/30/98 Site Plan Review Meetingof April 30, 1998 Hearing Room, nd floor Barnstable Town Hall 367 Main Street, Hyannis Present: Ralph M. Crossen, Building Commissioner, Thomas J. Marcello, Project Engineer, Alan Twarog, Associate Planner, Thomas McKean, Health Division Director, Lt. Eric Hubler, Hyannis Fire Dept., and Anna Brigham, Site Plan Review Coordinator. Also.in attendance were: Wayne Kurker and Bill Weller for Hyannis Marina. Attorney Michael Ford for Trotto. Steve Wilson and Bernie Smith for Compu-tune. Steve Colby for Sound Sailboards. Jill Gulden and Betty Tuscano for Key West. Bob Bolton for U-Haul. George ElHoussan for George's Bakery. Peter Sullivan for Hostetter. Meeting was called to order at 9:00 AM. Adjourned at 11:45 AM. INFORMAL (SPR-77-97) John Trotto,498 West Main Street, Hyannis (269/024) • Proposal: To review a revised plan previously approved by Site Plan Review. Attorney Michael Ford presented the proposal. Revised plan(dated 4/9/98) now meets the groundwater regulations and ZBA not needed. Applicant did not want to seek relief from ZBA regarding the 46 spaces. But will see Special Permit in the BB District. • Planning clarified zoning relief needed. • Health had no comments. • Fire Department had no comments. • Engineering discussed previous conditions of approval regarding the sidewalk easement. Attorney Ford will have note placed on plan regarding easement. Town will provide granite curbing. • Building Commissioner stated the same conditions of approval from Site Plan Review still apply. • APPROVED, plan was signed. 1 Town of Barnstable Planning Department Staff Report Trotto Appeal Number 1998-44-Special Permit Pursuant to Section 3-3.6(3)(A)Conditional Uses and Section 3-3.6(2)Accessory Uses Appeal Number 1998-45-Variance to Section 3-5.2(7)(C)Lot Coverage and Section 3-3.6(5)Bulk Regulations Date: March 11, 1998 To: Zoning Board of Appeals From: Approved By: Robert P. Schemig, Director Reviewed By: Art Traczyk, Principal Planner Drafted By: Alan Twarog,Associate Planner Petitioner: John Trotto Property Address: 484&498 West Main Street,Hyannis Assessors Map/Parcel: Map 269,Parcels 024&025.001 Area: 0.69 acre Building Area: 4,000 sq.ft. Zoning: HB Highway Business Zoning District Groundwater Overlay: WP Well Protection District Filed:Feb.2, 1998 Hearing:Mar.18,1998 Decision Due:May 13,1998 Standing: The subject property is owned by Frank C. Trovato. The applicant plans on leasing the property and has submitted notarized permission from the property owner to apply for a special permit and variance from the Zoning Board of Appeals. Background: The subject site consists of two lots(Parcels 24 and 25.001)comprising a total of 0.69 acres. Parcel 25.001, commonly addressed as 484 West Main Street, is improved with a 4,000 sq. ft commercial building and paved parking. Parcel 24, commonly addressed as 498 West Main Street, is currently vacant, but was previously the site of a single-family residence that was razed in 1993. The applicant is proposing to operate an automobile retail sales business from this property. Specifically, the applicant proposes to make site improvements to Parcel 24 and some structural changes to the rear of the existing commercial building on the adjacent lot to accommodate customer entry from Parcel 24. Rather than construct a new building on the vacant lot, the applicant is proposing to lease 1,000 sq. ft. of existing office space in the abutting commercial building. The existing building is accessed from Shoppers Lane. The proposed retail auto sales business would be accessed from Tevyaw Road. The property is located in a HB Highway Business Zoning District and a WP Well Protection Overlay District. Automobile retail sales is permitted as a conditional use in HB Districts provided a special permit is approved by the Zoning Board of Appeals. As part of the improvements planned for this site the applicant proposes to construct a canopy to the rear of the existing building which would be located in the required rear setback area. Town of Barnstable-Planning Department-Staff Report-Trotto Appeal No.1998-44-Special Permit pursuant to Section 3-3.6(3)(A)&3-3.6(2) Appeal No.1998-45-Variance to Section 3-5.2(7)(C)&3-3.6(5) Requested Relief: In order to accommodate the applicants proposal, the following relief is being requested: • Appeal Number 1998-44-Special Permit pursuant to Section 3-3.6(3)(A)-Conditional Uses-to allow a retail auto sales business in an HB District and a Special Permit pursuant to Section 3-3.6(2)- Accessory Uses-to allow retail auto sales as an accessory use to the existing commercial building, currently being used as retail and office space. There is a florist shop in half of the building and offices for housing assistance in the other half. . • Appeal Number 1998-45-Variance to Section 3-5.2(7)(C)- WP Wellhead Protection Overlay District. The applicant is proposing to pave 65%of Parcel 24. Section 3-5.2(7)(C) requires that no more than 50%of the total upland area be made impervious by the installation of buildings, structures, and paved surfaces. The applicant is also requesting a Variance to Section 3-3.6(5)-Bulk Regulations, in order to accommodate the improvements proposed for the rear of the existing building, which is located in the required 20' rear setback. Staff Review/Comments: The minimum area required in HB Highway Business Zoning Districts is 40,000 sq. ft. Parcel 24 contains only 14,353 sq. ft. The applicant should be prepared to submit evidence that the lot is pre-existing nonconforming (predating 1983). Both lots are currently owned by Frank C. Trovato, according to the assessor's records. The subdivision containing Parcel 25.001 was approved by the Town of Barnstable Planning Board on August 29, 1967. On March 24, 1981, an ANR further subdividing Parcel 25.001 was approved by the Barnstable Planning Board. In 1967, this segment of West Main Street was zoned B Business,which did not have a minimum lot area requirement. The property was later rezoned HB Highway Business in November of 1983(ATM 11/5/83, Art. B-1(d)). The minimum lot area then became 40,000 sq. ft. The applicant's request for a special permit pursuant to Section 3-3.6(2)-Accessory Uses-may not be necessary. The Zoning Ordinance allows multiple commercial uses on single lots zoned for commercial use. Offices are permitted as-of-right in HB Highway Business Zoning Districts. Site Plan Review At its meeting on January 8, 1998, the Site Plan Review Committee found the submitted site plan approvable subject to the following conditions: • Easement language for the sidewalk easement to be discussed with Engineering. • Applicant must seek 3 forms of relief from Zoning Board of Appeals as discussed. • No washing or servicing of vehicles on site. • Plan must show HC parking space. • All signage must be approved by Gloria Urenas. • Plan must show landscaping. • Revised site plan must be submitted to Site Plan Review,to be signed, then forwarded to Zoning Board of Appeals. The applicant has submitted a revised site as required,which is included in the agenda packet. Parking The applicant is proposing to lease a 1,000 sq. ft. of office space in the abutting commercial building and to store and display approximately 35 used vehicles on Parcel 24. Please see the attached site plan for complete details. For 1,000 sq. ft. of office space,4 off-street parking spaces are required. A total of 6 customer spaces(1 handicapped) are proposed. 2 Town of Barnstable-Planning Department-Staff Report-Trotto Appeal No. 1998-44-Special Permit pursuant to Section 3-3.6(3)(A)&3-3.6(2) . Appeal No. 1998-45-Variance to Section 3-5.2(7)(C)&3-3.6(5) - Traffic ITE's Trip Generation Handbook does not.have any data on used car sales, but does provide data on new car sales. Average weekly vehicle trips per 1,000 sq. ft. of gross floor area (GFA)was calculated at approximately 271. The studies included in these calculations were from sites that averaged 30,000 sq. ft. of GFA. The proposed operation is obviously much smaller in scale and would generate significantly less traffic. The applicant should be prepared to submit estimated traffic generation figures from the proposed use. Groundwater Protection The property is located in a WP Well Protection Overlay.District which requires that no more than 50%of the upland area be made impervious. The proposed parking area will cover 65% of the lot. Motor vehicle cleaning and servicing are specifically prohibited in WP Wellhead Protection Overlay District as well. The applicant has stated that the vehicles will not be repaired, serviced, or washed on site. The subject property is located close to a residential neighborhood to the north and west. There is an existing single-family residence adjacent to the north and to the west, across Tevyaw Road. Section 4-2.5 Design/Screening Standards requires that all off-street parking spaces in non-residential districts in excess of 1,000 sq. ft. in area be screened on each side adjoining residential premises. Screening can either be a solid wall or fence not less than 5 feet in height, or a compact evergreen hedge of not less than 3 feet in height. Staff recommends that a minimum 6 foot high fence or hedge be installed due to the nature of the proposed use as a used car lot. Special Permit Findings: The granting of a Special Permit requires the following finding of facts to be made by the Board (as required under Section 5-3.3(2)): • that the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit,'(Special Permit pursuant to Section 3-3.6(3)(A)- Conditional Uses-provided all criteria are met.), • that a site plan has been reviewed and found approvable in accordance with Section 4-7 (A site plan was found,approvable on January 8, 1998,by the Site Plan Review Committee as Site Plan Review No. 077-97), and, • that after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Variance: In consideration for the requested variances, the applicant must substantiate those conditions unique to this lot that justify the granting of the relief being sought. In granting of the Variance the Board must find that: • unique conditions exist that affect the locus but not the zoning district in which it is located, • a literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or.otherwise to the petitioner, and • the relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. _ 3 Town of Barnstable-Planning Department-Staff Report-Trotto Appeal No. 1998-44-Special Permit pursuant to Section 3-3.6(3)(A)&3-3.6(2) Appeal No. 1998-45-Variance to Section 3-5.2(7)(C)&3-3.6(5) Sug§ested Conditions: If the Board should find to grant the conditional use Special Permit in Appeal Number 1998-44, you may wish to consider the following conditions: 1. The property shall be developed in accordance with a site plan labeled "Site Plan of Land in Hyannis, Mass. Prepared For John Trotto of 498 West Main Street by Stephen J. Doyle and Associates, dated August 11, 1997 (revised on 12/3/97, 1/5/98 and 1/12/98). 2. A minimum 6 foot high wooden fence or compact evergreen hedge shall be installed and continually maintained along the northern boundary of Parcel 24 in order to screen the proposed use from the single-family residence to the north. 3. All outdoor lighting shall not exceed a height of 12 feet and shall be directed and/or shielded so as not to shine beyond the perimeter of the site or interfere with traffic. 4. No washing or servicing of vehicles shall be allowed on the subject property. 5. The hours of operation shall be no later than 10:00 p.m. at night or earlier than 8:00 a.m. in the morning to minimize possible negative impacts to residential properties adjacent to this site. 6. No vehicles shall be stored or displayed in the 6 off-street parking spaces reserved for customers, as indicated on the submitted site plan. Those 6 spaces shall also be signed as"customer parking. 7. All signage must meet the requirements of Section 4-3.7 of the Zoning Ordinance. 8. All requirements of the Health and Building Divisions must be met. In consideration for the Variance(Appeal Number 1998-45) relief requested, the Board may wish to consider the following conditions: 1. The Variance is granted only for an overhead canopy structure to infringe 4 feet into the required side yard setback of 10 feet. 2. The overhead canopy structure shall not be enclosed. Attachments; Assessor's Map/Card Copies: Petitioners/Applicants Application Form Building Commissioner Plan Reduction i . 4 TOWN Or BARNSTAB= TEM.ZONING RELIEF BEING souGHT f Zoning Board of Appeall PDETERN24ED.BY THE ZONING Application fora special -&!EMMENT OFFICER.TO • — - BE PRIATE RELIEF GIVENTOW S tFR CIRCUMSTANCES, *'�z For office use o Date Received BA _ �' . _:._ Town Clerk Office Appeal #• Hearing Date 3 '98 -2 = ;2 3 Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Spec-al pes=it,` in the manner and for the reasons hereinafter set forth: Applicant Names Trotto, John phond508775721.7 Applicant Address: ' 58 Quaker Run Rd. ` Mashpee •MA. 0.2532 . property Location:4&.4&.49;8West Main Street,HYannis property owner: Travato, Frank C. & .Carole L. . phone , Address of owner: _ 41 ST. Margrets•.St. Buzz: Bay MA.025:32- St appUaaat dittars tr® earner, state nature ol.3aterest.1 Dumber of Years Ovaedt Assessor's Map/Parcel Number:. . 96c) 4 Zia^-1 Zoning District: , . hB Groundwater overlay. District:. WP Special Permit Requested: =te Section TStle or 'the Zoning ordinance Description of Activity/Reason for Request: See Narrative Description of Ponstrnction _Activity .(if applicable) : See Narrative proposed Gross Floor Area to be Added: . ► Altered: Existing Level: of: .Development of the property - Number of Buildings: present Use(s).: , Gross Floor Area: , sq. ft. Application for a spacial-Permit. is the property located in an Historic District? Yes (J :. No If yes .ORS .IIse only. Plan Review Number Date Approved Is the building a designated Historic Landmark'? Yes' No If Yes Sistoric. Preservation Department Use Only: Date Approved Have you applied for a -v+l d;ng pp={t.? Yes E] No �t Has the Building inspector refused a permit7 Yes .[l No All applications for a special Permit require an. approved Site Plan. That process must be successfully completed prior to submitting this application to the Zoning Board of Appeals. For Buildinc Department Use only. Not Required - Single Family Site Plan Review'. Number Date Approved Signature: The following information must be submitted with the application at the time of filing, failure to supply this may result in a denial of your. request: Three. (3) copies of the completed application form, each with original signatures. Five (5) copies "of a certified property survey (plot plan) showing the dimensions of the land, all wetlands, water bodies and surrounding roadways and the location of :the existing improvements on. — the land. Five (5) copies of a proposed site improvement plan, drawn. by a certified professional .and approved by the Site Plan Review Committee is required for all proposed development activities. This plan must show the exact location•of all. proposed improvements and alterations on the land and to structures.. See 'Contents of Site Plan",. Section 4-7.5 of the Zoning Ordinance-, for detailed requirements. The applicant may submit any additional supporting documents to ' assist the Board in making its determination. Signatures Date . Applicants or Agents Signature Agent-s Address: STEPHEN J. DOYLE & ASSOC.A 7 Phone East Falmouth, MA 02536 Telephone: . 508/540-2534 Fax No. ' THE ZONING RELIEF BEING SOUGHT HA BEEN DETERMINED BY THE ZONING ENFORCEMENT OFFICER TO BE APPROPRIATE RELIEF.GIVEN THES CIRCUMSTANCES, TOWN CLERK or MLMSTABLE Zoning Board of Appeals Application to Petition fora variance FEB _2 Oz :23 22 Date Received lror Office Use Onl Town Clerk Office Appeal # lotR5 -41 Hearing Date 3 1! a Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Variance from the Zoning Ordinance, in the manner and for the .reasons hereinafter set forth: Petitioner Name: Trotto, John Phone150$775-7217; petitioner-Address: 58�Quaker run Rd Mashpee MA. 02649 Property Location: 484&498 West Main Street, Hyannis. Property Owner: Travado, Frank C. & Carole L. , Phone Address of Owner: 41 - ST Margrets "ST Buzz. Bay MA. .02532 Sf petjtjoner.djffers from owner, state nature of interest: Buyer Number of- Years Owned: 6• yrs. Assessor's Map/Parcel Number: .269/ 24 Z5=1 zoning District: HB Gtoundwater overlay District: WP .Variance Requested: Cite section Title of the Zoning ordinance Description of Variance Requested: See Narrative Description of.the Reason and/or Need for the variance: See Narrative Disckipi on of Construction Activity cif applicable) : See Narrative Existing .Level of Development of the Property - Number of Buildings: P resent. Use(s) : , Gross Floor Area: sq.ft. Proposed Gross Floor Area to be Added: , Altered: Zs this property subject to any .other relief (Variance or Special Permit) from -/ the EonincT Board of Appeals? Yes [ ] No [�1 Application to Petition for a.variance z. mho property within a Historic Dist rict? Yes [] No �] IS the property a Designated Landmark? Yes [] - No [] For Historic Department use Only: Not Applicable [] oxm Plan Review Number Pate Approved Signature: for a building ermit? Yes [] No [� Have you applied f g p _ Has the Building inspector refused a permit? Yes [] No All applications for a variance which proposes a change in use, new construction, reconstruction, alterations.or expansion, except for single or two-family dwellings, will require an approved Site Plan (see section 4- 7.3 of the Zoning ordinance). That process should be completed prior to submitting this application to the Zoning Board of Appeals. . For Building Department Use Only: Not Required .............. ... [] site Plan Review Number ' 'Date Approved - . Signature: The followings information must be submitted with the Petition at the time of filing, without such, information the Board of Appeals may deny your request: Three (3) copies of .the completed Application Form,. each with original signatures. survey (plot plan) showing �%e-(6- copies of a certified property the dimensions of. the land, all Wetlands, water bodies, surrounding roadways and the location of the existing improvements on the land. All proposed development activities, except single and two-family housing development, will require copies of a proposed site jmprovements plan approved by the site Plan Review Committee. This plan must show the exact location. of all proposed improvements and alterations -on the .land and to structures. See "Contents of Site Plan:" Section 4-7.5 of the Zoning ordinance, for detail requirements. The petitioner may submit any additional supporting documents to assist the Board.in making its determination.. Signature: Date: petjtjoner or Agent's Signature STEPHEN J. DOYLE & ASSOC. 42 Canterbury Lane Agent's Address: East Falmouth, MA 0 c;1A — Phone: e ep one:. 508/540-25'ta --- •- Trotto Narrative Existing Site Conditions: 484 West Main Street; This.site currently has an existing 4000 square foot commercial building with office and retail use, having vehicular access off West Main Street. The site is located in the Highway Business District and all existing parking is located on-site. The area of this site is 13,850 square feet,being lot A-2 on Barnstable Registry of Deeds plan book 360 page 71. The rear of this existing commercial building(westerly)faces 498 West Main Street. 498 West Main Street; This Site.is a vacant lot containing 14,353 square feet located in the Highway Business District having roadway frontage along West main Street and Tevyaw Road. Scope of projectproposal; The applicant is proposing to make site improvements to parcel 24 to accommodate an automobile retail sales business. The existing size and shape of parcel 24 (498 West Main)are not conducive to new building construction-setback variances would be required for any proposed building-the applicant is therefore.proposing to use existing office space in the abutting commercial building. The applicant will.make some improvements to the rear of the existing commercial building to accommodate customer entry from parcel 24. The proposal as outlined above would necessitate the following special permit and zoning variances; Special Permit-Conditional Use for Parcel 24 Section 3-3.6 3A . 2l� Accessory Use for Lot A-2 (Allowing retail auto sales as accessory use to existing commercial building) Section 3-3.6 2 Variance whereas parcel 24 falls within the Well Protection District(WP) A variance for lot coverage(pavement) is required- Section 3-5.2 7C The applicant is proposing to make some exterior structural improvements to the rear of the existing commercial building on lot AL2 , said improvements require a variance from the allowable zoning bulk regulations -(setback) Section 3-3.6 5 .OPERTY ADDRESS .. .- .. .. _ . . .., v.. .. ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED I STATE CLASS I PCs I NBHD KEY NO. ' LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T R O V A T O/ f R A N K C T R SI MAP — Cana By/Date sme D�mens�as vP UNIT ADJ'D.UNIT. ACRES/UNITS VALUE Dexripbon If cD. F De WA LOC./Y R.SPEC.CLASS ADJ. COND. PRICE PRICE #LAND 1. 92/900 CARDS INACC(X1NT — 30 3.$ITE 1 _ X .37 =10c 186. 134999...9f 251099.9 .37 92 90 0 #PL 498 WEST MAIN ST• 01 OF 01 #RR 1813 0100 1543 0140 COST 92900 #SR STRAIGHTWAY MARKET *HOUSE RAZED IN APRIL' 1993 INCOME A . USE D APPRAISED VALUE J A 92/900 U PARCEL SUMMARY S AND 92900 T BLDGS M O—IMPS E TOTAL 92900 N CNST 27300 N DEED.REFERENCE Type DATE q«o,� PRIOR YEAR VALUE .S P. net. sales Prico LAND 92900 S B8341/342 I12/92r � 70000 BLDGS P-0451A1'7I:05187 A 1 TOTAL 92900 611/550 '00/00 - BUILDING PERMIT *HOUSE. RAZED IN _ Number - Data Type Amount A P R I L 1993 LAND LAND—ADJ INC ME SE' SP—BLDS FEATURES BLD—ADDS UNITS 92900 B35819 4/93 D Class Cpnsl. .Total Vear Built Norm. Obsv. Units Units Base Rate Adj.Rate Actual EII. .qge Depr. Cone. CND. Loc. %R.G. Repl.Cost New Adj.Repl.Value Slories Height Rooms Rma 13.111.1 •Fis. I Partywall F. Q - Descripbon Rate Square Feet Repl.Cost MKT.INDEX: IMP.BY/DATE: / SCALE: ELEMENTS CODE CONSTRUCTION DETAIL ------------------ --- 4 D ---------------- --._ --_-_____._------------ 1 , _ E Total Areas Aux. Base BUILDING DIMENSIONS _______________ ___ __-_______---------_-- .. T --------------- - -- --------------------- - - A _____ _ _ L COMAERCIAL N3HO IN HYANNS HT09 LAND TOTAL MARKET PARCEL 92900 92900 AREA VARIANCE t0 +0 STANDARD 50 L PROPERTY ADDRESS - - I I ZONING IDISTRICT CODE 'SP•DISTS.IDATE PRINTEDI STAECLASS I PCS-I NBHD KEY No. 0490 WEST MAIN STREET 07 HB 400 07HY 07/U9/9.5 3251 JJ HY01) R2 9 025.001 173314 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T R.�V A T O, FRANK C - MAP- -Lana By/Date Sae o�mens,on v UNIT ADJ'D.UNIT ACRES/UNITS VALUE Description/ CD FF-De INAcres LOC./YR.SPEC.CLASS ADJ. COND. P PRICE PRICE D.;J ri ti ($)-CARD-1 3 1 3 2 200 CARDS IN ACCOUNT L 30 3SITE 1 X .41 =10 173 134999.98 233549.97 .32 7470J 4LAND 3 74,700 01 OF 01 A !RL 484 ,JEST MAIN ST HY pTr_ N STORE 3LDG U 4G X 100 = 10U *244598.U0 244598.00 1.00 C446UJ d JDL LOT .i-L 4ARKET D PV1 PAVING S X = 100 1 .10 1.10 1000 11J6 F 131 05/ J 14 100100000 I INCOME 206900 A 4 1 R 1813 UJ46 1485 0123 JSE D %SR >HOPPEiRS LANE APPRAISED VALUE D 206,900 A ARCEL SUMMARY T S AND 74700 A T 3LDGS 178600 M -IMPS 1100 E TOTAL 254400 F CNST E N DEED REFERENCE Tyve�DA�TE Recorded R I 0 R YEAR VALUE pageIncl. Sales Price T S ek+J7/2321 I32 130000 LOGS 132200 U TOTAL 206900 R E *LAND FIG. WITH BUILDING PERMIT _ S Numb.r O.le Type Amount A R 4 2 6 9-0 2 8 LAND LAND-ADJ INCOME SE SP-8LDS FEATURES OLD-ADJS UNITS REAR 46 FEET OF 74700 11OU 244600 j:i51ji ii 1-y AC 15000 [31JILDING WAS const. Total e r e m Nprm. Ob. O N V F R T E D FROM Class Units Un,ls Base Rale Ad, Rate A , / Age Depr. Con,]. CND LOC %R G Repl Co.1 N.. Ad, Repl Value St.... H.gh, Roonn Rms Bath •F... Pany..e F-. T Q R TO OFFICE 30C OJ1 100 101 63 85 9 93 60 73 244600 17.1zJU 1.J AREA IN 1992. Descnpti.n Rate Square Feel Rep,Cost MKT.INDEX 1 a J() IMP.BY/DATE. / SCALE: 1100.26 ELEMENTS CODE CONSTRUCTION DETAIL —FRONT G R E E N H S W/ 8AS 100 .00 4000 L � ,ELEMENTS � F S REMOVED SAME YR. FOP 35 .00 426 *----40----* TYL_ JU 0.0 T FAG 50 .00 342 ! FOP "tiI-GN1-_AVJ1T- -.Ii ------------------i;.6 R ! I -,3U -------------------0 -0 =XTL-I.J3L13 - U 50 I ILAT_fAC-TYPE.- ,JL, ------------------- C ! ! NTL F..I7vriFi -J -----------------1 T 1 71 'NTc :.LAY,J0T- -JC- ------------------ ----1 U ! ! �Tc .77-4LTY 7J ------------------0-�i7 R * BASE ! LJJ:T-3Tx'1TCT -Jv -------------------0-�,0 A i c 'C�SF-C71i.,.2- -JO -----------------L D -7"-Q Total Areas Au, 768 Base 4000 - Z O 7F T Y PT----- U -----------E - ---L-.� BUILDING DIMENSIONS ! * L LZTti I A JLi 0.7 T BAS W4i1 .N5U N50 E40 FOP E06 S71 SG I ------------------9r:9 A W06 N71 .. BAS S71 s,29 .. FAG ! 29 -------------- - -- --------------------- W15 S031. E21 N37 W06 S29 .. ! 37 -----CO IAi:-N:3ii'J-IN-IfYAN1J-y-flYZ;4- —, L ! ! LdN0 TOTAL MARKET *----40-15X* PARCEL 7 4 7 G 0 254400 *-FAG* AREA VAdIANCE +0 +0 STANDARD 50 RESIDENTIAL PROPERTY MAP .NO. LOT. NO. FIRE DISTRICT SUMMARY STREET !Test Main St, Hyannis 73 LAND s H BLDGS. Z OWNER TOTAL o� 7 CIS J RECORD OF TRANSFER. LAND DATE eK PG I.R.S. REMARKS: BLDGS. O). Amirault, Bertha M's 3/23/44 611 550 TOTAL* 7 LAND BLDGS. aj R ' A L. AIL TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND ANTERIOR' INSPECTED; BLDGS TOTAL DATE: 7 /SCSI / % / LAND ACREAGE COMPUTATIONS rn BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE ' ^ TOTAL r ... f :HOUSE LOT (p 1 7. • ..� '7 �'� c:>� .'. � 0 ,S o U '_ / S o? s U LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR rn BLDGS. WASTE FRONT TOTAL REAR LAND BLDGS. aj TOTAL LAND 0) BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL i''•' •- LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. TOTAL Conc. Slab Bsmt.Garage St. Shower Ext. Walls PURCH. PRICE . .. .. Brick Walls Attic FI. &Stairs fToilet Room Roof RENT Stone Walls Fin.Attic Two Fixt. Bath Floors • Piers INTERIOR FINISH Lavatory Extra 15 C-A Bsmt. F 1 2 3 Sink / % r/= r/4 Plaster Water Clo. Extra Attic yn2i EXTERIOR WALLS Knotty Pine Water Only --_._ ;& Double Siding Plywood No Plumbing Bsmt. Fin. -_LZ— Single Siding Plasterboard Int. Fin. _ L� Shingles TILING /li It Conc. Bik. G I F P Bath Fl. Heat Face Brk.On Int.Layout Bath FI. &Wains. Auto Ht. Unit p l Veneer Int.Cond. Bath FI. &Walls Fireplace Com. Brk.On HEATING Toilet Rm. FI. Plumbing Solid Com.Brk. Hot Air Toilet Rm.FI. &Wains. — - --- -- — -- -- Tiling I Steam Toilet Rm. FI. &Walls — Blanket Ins. ( Hot Water St. Shower -_ Roof Ins. Air Cond. Tub Area Total I - Floor Furn. ROOFING COMPUTATIONS -- Asph..Shingle Pipeless Furn. S. F. O Wood Shingle No Heat Of '' S. F, Asbs. Shingle Oil Burner 7 S. F. Slate Coal Stoker S. F. Tile Gas S. F. OUTBUILDINGS ROOF, TYPE Electric. Gable Flat S. F. 1 2 3 4 5 6 7 8 9 30 1 2 3 4 5 6 7 1 8 9 30 MEASURE Hip Mansard FIREPLACES S. F. Pier Found. Floor Gambrel Fireplace Stack Wall Found. 0. H.Door LISTED FLOORS Fireplace. lryu Sgle. Sdg. Roll Roofing Conc. LIGHTING Dble.Sdg. Shingle Roof Earth No Elect. DATE Pine Shingle Walls Plumbing Hardwood ROOMS Cement Blk. Electrie / PRICED AsDh:Tile Bsmt. 1st TOTAL Brick Int.Finish Single 2nd 3rd FACTOR a REPLACEMENT 1 1-7 1 3 S- ,�•' "Y' OCCUPANCY CONSTRUCTION SIZE -AREA CLASS AGE REMOD. COND. REPL. VAL, Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DWLG.. -G: ;n 1_"'j./, r'!` .. %, - r" l7!3 1 2 3 4 5 6 7- 6 -- 9 10 TOTAL L►nxsresie. 9�p 16 9. �,.� The Town of Barnstable rfD 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 January 12, 1998 John Trotto 58 Quaker Run Road Mashpee, MA 02649 Re: SPR-077-97 Trotto,'498 West Main Street, Hyannis, (269/024) Proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus Dear Mr.Trotto, 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 with die following conditions: • Easement language to be discussed with Engineering. • Applicant must seek 3 forms of relief from ZBA as discussed. • No washing or servicing of vehicles on site. • Plan must show curb modification and HP parking space. • All signage must be approved by Gloria Urenas. • Plan must show landscaping. • Submit revised plan to Site Plan Review, it will be signed, then it will be forwarded to ZBA. Please be informed that a building permit is necessary prior to �uhy construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of die 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. Respecdully, `�`% Ralph Crossen Building Commissioner The Town of Barnstable MAM• s�xNsrns�, • Department of Health,.Safety and Environmental Services Argo A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230. Building Commissioner TO: Emmett F. Glynn,.Chairman, Zoning Board Of Appeals FROM: Ralph M. Crossen, Building Commissioner SUBJECT: . Re: SPR-077-97 Trotto, 498 West Main Street, Hyannis (269/024) Proposal: Automobile retail sales. Office space to be leased from existing commerciasl building abutting locus. DATE: February 5, 1998 The above referenced site plan has been reviewed and approved for purposes of referral to the Zoning Board Of Appeals. Attached please find a copy of the signed plan, letter of approval and meeting notes for your files. SPR Meeting Notes 11/13/97 SPR-077-97 Trotto,498 West Main Street, Hyannis, (269/024) • Proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus. Leased floor area 1,280 sq.ft. Steven Doyle and John Trotto appeared. Current business is located further on West Main Street. Proposed location is in the HB district. Applicant intends to seek relief from the ZBA regarding lot coverage and use. Lot is 140.00 square feet. Propose to widen curbcut on Tevyaw Road. Not intending to connect to sewer. Will lease office area from the building adjacent to lot. Proposed lot will have 41 spaces and spaces will be smaller than required since the.area is for display of vehicles. There will be 6 spaces for customers of standard size. Uses of both lots was discussed. Plan shows signage location. Discussed additional signage. Applicant reviewed staff comments. Drainage calculations are complete and Applicant submitted them. Submitted proposed curbcut plan. Addressed drainage and grading. • Fire Department stated there is no access problems. • Health addressed WP issues. Applicant stated the vehicles will not be repaired, serviced or washed on site. Vehicles will be serviced and repaired at 740 Bearses Way and the place on Lewis Street, and the vehicles will be washed at the Shell Station on West Main Street. Health addressed tanks on property. Applicant stated there is none. Applicant stated there is no subsurface contamination. • Building Commissioner addressed bathrooms. Applicant stated they will use the existing bathrooms in the building where the office will be located. • Planning addressed pole lighting. Poles will be 12 feet high. Addressed definition of pavement. Applicant stated they proposed to extend the sidewalk. Discussed trees to be added. • . Engineering stated Tevyaw is residential in nature. Requested sidewalks and granite curbing is required. Town will provide curbing if applicant installs it. Discussed radius. Discussed cross easements with the lot next door. Might become an issue at ZBA. Applicant owns Hyannis Collision next door. Engineering requested specs on sidewalk. • Building Commissioner clarified the uses on all lots. Found the Florist owner also owns the parcel. Parking for all uses was addressed. Building contains the florist shop in half and the other half is offices for Housing assistance. Approx. 2000 square feet of each. New uses are not given use variances on West Main Street. Applicant is arguing this is a pre-existing non conforming lot. Commissioner stated the lot is not buildable as is. Unsure if this is pre-existing non conforming. Applicant stated he is not expanding Hyannis Collision. This will be a totally separate business. Commissioner discussed options available for the applicant. Applicant will need to.combine the lot next door into Site Plan. Commissioner discussed the.size of the parking spaces. Dimensions are fine as long as they are for display only. Applicant must give calculations for both lots when returning to SPR. Commissioner asked about any structural changes to building. Applicant stated a dormer will be.constructed. Building is on sewer. Discussed WP restrictions. Applicant must fence commercial use from the residential uses. • CONTINUED 1 SPR Meeting Notes 01/08/98 SPR-077-97 Trotto, 498 West Main Street, Hyannis, (269/024) • Proposal: Automobile retail sales. Office space to be leased from existing commercial building abutting locus. Leased floor area 1,280 sq.ft. _Steve Doyle and John Trotto presented the proposal. Submitted revised plans showing sidewalk and addressing the recommendations from Engineering. Addressed Planning's comments regarding parking. Currently has 6 employee parking spaces. Reduced leased area to 1000 square feet at the lot next door. Discussed sidewalk easement needed. Addressed roof overhang to the rear. Applicant proposes to alter that. Presented elevations to improve building. • Planning stated the Applicant will need a Variance regarding the canopy. Building Commissioner discussed setbacks and ZBA relief needed. Agreed that the Applicant needs a Variance. • HAEDC asked about number of vehicles. Applicant stated there will be 40 used vehicles. • Health stated this proposal is in the WP district. The Applicant is prohibited from washing or servicing vehicles. Asked Building Commissioner to discussed penalty for doing such. Building Commissioner stated he would issue a Cease and Desist Order,then criminal charges would be filed. Applicant is well aware he cannot wash or service vehicles. Will take the vehicles elsewhere. • Engineering stated the sidewalk looks great, but stated the Applicant should continue the sidewalk on the other side of entryway. Applicant agreed. Engineering suggested the sidewalk be maintained at 5 feet. Asked Applicant to make a note on plan regarding the sidewalk easement. Does not see any problem with drainage. • Building Commissioner addressed handicapped parking spaces. Applicant meets tree requirement, but suggested the Applicant put landscape information on the site plan to-have one plan with all info. Applicant will need a Variance and a Special Permit regarding accessory use on the lot next door. Also, P g Applicant will need relief on WP restriction regarding lot coverage. • Approved with conditions and forwarded to ZBA. • Easement language to be discussed with Engineering. • Applicant must seek 3 forms of relief from ZBA as discussed. • No washing or servicing of vehicles on site. • Plan must show curb modification. • Plan must show HP parking space. • All signage must be approved by Gloria Urenas. • Plan must show landscaping. • Submit revised plan to Site Plan Review, it will be signed, then forwarded to ZBA. 4 E Aaw..aWo (1- e0be lowed sa.mwv.�wwe�ire:)aro-��a4 ,�`,Pr"�R"', ���� �• Cw • 1• 3000 ft%-da —Pnkus F.Adw an IN 34•0 Spam: EXIST DNrELi.INC 1 - - _ SraeWltx CROSS-=VON Kcs ^�..► NM Ttie PePaed Add Qrm a.liq Ne06si CIM iermmom.im tls To.n of p0re�•� � 9aay.ex riutiaabpanapd Town DPWeaevacue. w7 Oda aadea.anS6ume.r.-.m � �•!••• MQ p Geadm:amhiey�.0 arNaae.6kPW eewWleauappliaeb naaaa wa6aohia{oueeia6 aopiea ILI .w by Ta.a D .AR Swung-/pad ooa ..naaP.L71Pa roc Aivi: r.e.a saa sc 4 j G�if6 mr. .10 .twme oor PAIL T yruiwKlswr. - �l ( DWELLWG eaoaaa adding Pme.nant ..wa1151 ♦ _ Ias tr m.a t t ;Uf ..................... ; GRAPHIC scnlE.va`.........; Idu .f enanD>m - 1�4,t...-•-• 'w,y{,•way�o v,,•• C . alnoq Ll coma arw-.cot Waal _mw wma wo T• 1.-••."....••'•• J (a MT) aw.a.moss®maw MaraNG (aNOal 2.6) M om,a/Poo 1 t Sam.20 a a.""~` M 0 a+C t�aa•r and Aw M' oN efr.101.0 'j� . 1 0 / . 666[ Y mn ole L 9l NY�V a mk maw nnA/ta aeon NllkO •-••.Lpl SITE PLAN OF LA I szIN PREPARED FOR H-3 ZNT T O e7 �o ` ��iDROw' ���•itcnri.'F:. ++ OF STRE] DA7L• wumw 11.1"7 i0wtla 1'•tC Q .. . .. nwa a Pmnt ro.�malm I. y bwto�wr�.errarna wnl0.sm IaIU �Z.: lI�•I�r � r/ �. Ir�1� �� ; ,�;� li n..•� ,�,�}•�»:�"1 `1���� ` , ,% j 'I it t �Y. FAA W. wl aryl n ► Ir 1 1, I it 1 ffjj ' LL ' � . '.. ( \ Na 1 ,, 10 I - MAP 269 PARCELS 24 & 25.001 li TROTTO : SCALE:P= 00 1 1 1t II ��"""` ', '�..�'' � 0 ., 1 �� `-.� � ' � � _.- � �_�,— 4 ' —� 's�- _ i �. � -,A�.�1 a ��" � / r i I �I F°�''� '�'-,�'� � 6 •.yam �^�-�--- �a .... __ - . - - �. .t � � � tit ,it.�r� �T--�' -• [ [ ow S�� _ tit Ttll fz � . ' I I LEASE EXHIBIT: THIS LEASE IS SCHEMATIC IN NATURE AND IS INTENDED TO- PROVIDE ' `,• GENERAL INFORMATION REGARDING THE m LOCATION AND SIZE OF THE PROPOSED . a WIRELESS COMMUNICATION FACILITY, c . ; . : . �.. ' THE SITE LAYOUT WILL BE FINALIZED . UPON COMPLETION OF THE SITE - '. SURVEY AND FACILITY DESIGN. vu op U , I n STRUCTURAL NOTE: A STRUCTURAL ANALYSIS SHALL BE .. PERFORMED ON EXISTING UTILITY POLE . �. . �� •� a • �. L PRIOR TO CONSTRUCTION AND SHALL _ f BE THE RESPONSIBILITY OF UTILITY CO. �` ` ' c 1 INSTALLATION NOTE: .. .3. •, :�,m,a ,_ 41 INSTALL-ALL EQUIPMENT, MOUNTING - �� 0 ' BRACKETS AND HARDWARE IN ACCORDANCE WITH .MANUFACTURERS RECOMMENDATIONS a . . ELECTRICAL NOTE: . • , � 5�� ., � r GENERAL WIRING DIAGRAM AND NOTES TAKEN FROM E—MEMO BY. JAMES F. GVAZDAUSKAS, P.E. i ff i i i i ,a � x .i• DATED JANUARY 12, 2017' _ , a a , COORDINATED NOTE: ` a COORDINATES AND AMSL ELEVATION BASED FROM FAA-2C CERTIFICATION A e DATED 08/10/2016. A METES AND r °- BOUNDS SURVEY WAS NOT CONDUCTED i t ; - � �t ��" •fig ivy a ' _ - �k' irF.E• III , r & toa =aF --- - „� - ;,�, t �f R; �, -- '� � � spa �' r� - • u LEGEND '� - «` Ewa "a: • ^4 .: .:, ",t, w -3. ;_.: P..•`; rL w . - ,F y, 40 (F) = FUTURE (BLACK) Z � r. (E) = EXISTING (YELLOW) = PROPOSED (BLACK) NOTE. (P) APPROX. LOCATION (E) UTILITY POLE TRUE NORTH (AGL) = ABOVE GROUND LEVEL ' ' " SUBJECT POLE FALLS WITHIN TOWN NAD 83 LATITUDE: N 41 39 02.53 (AMSL) = ABOVE MEAN SEA LEVEL 1 SITE PLAN RIGHT OF WAY N.T.S. = NOT TO SCALE NAD 83 LONGITUDE: W-70' 18' 51.18" MASSDOT HIGHWAY LAYOUT PLAN (.WHITE) LE-1 SCALE: 1"=50' 0 25' S0' ' 100 GROUND ELEVATION: 49.0' AMSL HYAN N IS SC11_MA LEASE EXH I BIT DATE: 02/13/2017 — DRAWN BY: JWH ADVANCED very onwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS SCALE: 1"=50' Civil Engineering-Site Development 400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANNIS_SC 11_MA 3 Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 1 OF 5 J w TOP (P) ANTENNA (P) 12.0"0 X 38.7"H (P) 12.0"0 X 38.7"H NH360QM—DG-2XR ELEV. 36.5't AGL (85.5'f AMSL) NH360QM—DG-2XR ANTENNA ANTENNA MOUNTED TO (P) UTILITY POLE — MOUNTED TO (P) UTILITY POLE (P)' 4' EXTENSION POLE - — OF (P).ANTENNA L. ___ (E) 29.0 TALL VERIZON (P) N2" COAX,CABLES (TOTAL OF 2), ELEV. = 34.7't AGL (83.7't AMSL) `r UTILITY POLE #340 1/2 & (1) RET CABLE IN 2" U—GUARD - TO (P) ANTENNA (P) ANTENNA GROUND WIRE TOP.(E) UTILITY POLE (P) POWER WEATHERHEAD r ELEV. = 29:0'f AGL (78.0'f AMSL) E SECONDARY POWER LINE 4 , �. gL ELEV. 25.5 t AGL 74.5 t AMSL (E) GUY WIRE - (P) RRH'S (TOTAL OF 2), (2)(P) ELEV. = 21 A't AGL (70.0' AMSL) DIPLEXERS, & (2)(P) DELTA (E)-'TELCO COAX AC/DC CONVERTERS MOUNTED , ELEV. 21.0 t AGL 70.0 t AMSL -- - - TO (E) UTILITY POLE (P) RRH'S (TOTAL OF 2), (2)(P) DIPLEXERS, & (2)(P) DELTA AC/DC (P) POWER TO.(P) METER FROM PROVIDER CONVERTERS MOUNTED TO (E) UTILITY POLE ( ) (P) SAR p BOTTOM ' (P) FIBER: 2" U—GUARD TO (P) SAR-0 " - OF RRH 4 - .. :ELEV. = 12.5't AGL (61.5't AMSL). .. - (P) 7�i" COAX CABLES (TOTAL OF 4) TO DIPLEXERS 2N POLE D ISCO (P) SAR=O NNECT �60A �' SWITCH FUSED WITH (3)-20A (P) ELEC. RGS CONDUIT TO (P) METER CIRCUIT BREAKERS & METER - SOCKET 60A-2 POLE DISCONNECT SWITCH FUSED WITH (3)-20A CIRCUIT BREAKERS & METER SOCKET N ao , (P) GROUND WIRE FROM (P). METER TO,(P) GROUND ROD V �. - E GROUND LEVEL r t . ELEV. = 0 t AGL. 49,0 t AMSL r (P) GROUND.ROD 2 PHOTO ELEVATION LE-2 SCALE: 1"=10' r LEGEND (F) = FUTURE (BLACK) 1 ELEVATION (E) = EXISTING (GREY) INSTALLATION NOTE: STRUCTURAL NOTE:LE-2 "SCALE: 1 =10 - INSTALL ALL EQUIPMENT, MOUNTING A STRUCTURAL ANALYSIS SHALL BE (P) • = PROPOSED (BLACK) BRACKETS AND HARDWARE IN PERFORMED ON EXISTING -UTILITY POLE (AGL) = ABOVE GROUND LEVEL 0 5' 10' 20' ACCORDANCE WITH MANUFACTURER'S PRIOR TO CONSTRUCTION AND SHALL (AMSL) = ABOVE MEAN SEA LEVEL RECOMMENDATIONS BE THE RESPONSIBILITY OF UTILITY CO. N.T.S, = NOT TO SCALE DATE: 02/13/2017 _ HYAN N IS_SC11_MA LEASE EXHIBIT �^ � _ DRAWN ,BY: JWH verfonwireless � • ADVANCED DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS • Civil Engineering-Site Development - -400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANNIS_SC 11_MA 3 SCALE: AS NOTED Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 2 OF 5 INSTALLATION NOTE: (P) 12.0"0 X 38.7"H -- -- (E) OVERHEAD WIRES INSTALL ALL EQUIPMENT, MOUNTING NH360QM-DG-2XR ANTENNA MOUNTED TO (E) BRACKETS AND HARDWARE IN (P) AWS RRH, (P) PCS RRH, (P) AC/DC ACCORDANCE WITH MANUFACTURER'S UTILITY POLE CONVERTER, (2)(P) DELTA AC/DC CONVERTERS, RECOMMENDATIONS (2)(P) DIPLEXERS, 60'AMP METER SOCKET (P) 12.0"0 X 38.7"H W/DISCONNECT MOUNTED TO (P) UTILITY POLE NH360QM-DG-2XR ANTENNA D MOUNTED TO (P) UTILITY POLE � o • � i STRUCTURAL NOTE: (P) SAR-0 A STRUCTURAL ANALYSIS SHALL BE PERFORMED ON EXISTING UTILITY POLE ;c PRIOR TO CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF.UTILITY CO. (E) GUY WIRE (P) 4' EXTENSION POLE �_.` ----.— (E) SIDEWALK (E) OVERHEAD WIRES (E) 29.0' TALL VERIZON UTILITY POLE #340 1/2 TRUE NORTH 4 ANTENNA PLAN 5 ANTENNA MOUNTING DETAIL LE-3 SCALE: .1"=4' LE-3 SCALE: 1"=4' �- i z { 12.0" o°°e s 7.3" o°oo cu COMMSCOPE NH360QM-DG-2XR ;• " `u DIMENSIONS: 12.0"0 x 38.7" WEIGHT,: 33.7 LBS e FRONT ME 16 V I a TOP 3.2" $ , xS RRH1 WEIGHT: 55.0 LBS. - --I a ' CO El e :o .b s M 12.0' 7.6' I is e o e o 0 o A r - N °e _ FRONT SIDE 4" eeee oe s e e e o 0 0 WIRELESS CONSTRUCTION. INC. POLE/WALL MOUNT FOR'DUAL DIPLEXER .. I RADIO BRACKET LEGEND E N FB4C¢ TTni DESCRIPTION on DIMENSIONS: 7.6"H x 7.3"W x.3.2"D L AWS 90W RRH z PCs RRH RAC w/ WEIGHT: 6.6 LBS (F) = FUTURE (BLACK) UNIT WEIGHT 67.0 LBS SUPPLIED HARDw 3 AWS RRH RACK W/ T + (E) = EXISTING (GREY) SUPPLIED HARDWARE NOTE: MOUNT DIPLEXERS TO BACKSIDE (P). = PROPOSED (BLACK) 1 ANTENNA DETAIL 2 RRH DETAILS OF DBL-MNT BRKT (AGL). = ABOVE GROUND LEVEL L -3 SCALE: N.T.S. -3 3 DIPLEXER D E TA I L LE SCALE: N.T.S. (AOL) = ABOVE MEAN.SEA LEVEL LE-3 SCALE: N.T.S. N.T.S. = NOT TO SCALE HYAN N IS_SC11_MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH Ver/ Ohwireless ADVANCED DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS CivilEngineering-SiteDevelopment 400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANNISSC11MA 3 SCALE: AS NOTED Surveying=Telecommunications WESTBOROUGH, MA 01581 HYANNIS, .MA 02601 _ _ SHEET: 3 OF 5 • PROPOSED ANTENNA ANTENNA • - MOUNT/BRACKET ANTENNA GROUNDING (2) 1/2" COAX CABLES & (1) RET (DEPENDING ON. ANTENNA CABLE IN 2" UV RATED U—GUARDS MODEL) SECONDARY-LINES ON WEATHER HEAD (LEAVE 10' CONDUCTORS FOR UTILITY CO. TIE INS) FIBER FRONTHAUL & BACKHAUL FIBER DEMARC ON POLE —j (2) DIPLEXER r FIBER JUMPERS IN' 1-1/2° UV RATED U—GUARD IF LENGTH (4) 1/2"-COAX EXCEEDS 4' CABLES ; AWS. - RRH PCS . ` ' (3)#6 AWG WIRE IN, FIBER JUMPER (TYP.) RRH 1-1/4" UV RATED PVC ' • DC POWER #2 AWG :COPPER GROUND DELTA AC/DC CONVERTER (TYP.) (TYP. OF 2). WEATHER PROOF SQUARE D CAT AC POWER NOTE: USE PROVIDED DELTA NO.: SDSA1175 SECONDARY SURGE MANUFACTURERS WIRING HARNESS ARRESTOR ON 20A 2P CIRCUIT BREAKER #2 AWG COPPER SQUARE D QO-100A, 8 SPACE, 16 CIR OUTDOOR l"J GROUND IN' 1/2' MAIN LOAD CENTER WITH COVER. 60A 2P MAIN UV—RATED PVC CIRCUIT BREAKER WITH (3) 20A, 2P BRANCH CIRCUIT BREAKERS (1 FOR SURGE ARRESTOR. & (1) PER RRH) MILBANK CAT NO.:: " U2272—RL-5T9—BL SINGLE LEVER 120/24OV, 10 3W 125A METER 3/4"Ox10' COPPER CLAD GROUND ROD ELECTRICAL NOTE: GENERAL WIRING DIAGRAM AND 1 GENERAL WIRING DIAGRAM, NOTES TAKEN FROM E-MEMO BY LE-4 SCALE: N.T.S. _ JAMES F. GVAZDAUSKAS, P.E. DATED JANUARY 12, 2017 ' ff� ADVANCED HYANNIS_SC11_MA LEASE EXHIBIT' DATE: 02/13/2017 DRAWN BY: JWH verfZ nwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE: AS NOTED w ' . Civil Engineering-Site Development 400 FRIBERG PARKWAY HYAN NIS_SC 1 1_MA 3 Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA' 02601 SHEET: 4 OF 5 , GENERAL NOTES ELECTRICAL AND GROUNDING NOTES STRUCTURAL NOTES: 1. INSTALL ALL EQUIPMENT,MOUNTING OM AND HARDWARE IN ACCORDANCE 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL 1. DESIGN REOJIREMENIS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS,ANSI/ASCE7,ElA/1N-222-G Mt WITH MAN1FACTURER'S RECOMMENDATION. ELECTRICAL CODE(NEC)AS WELL As APPLICABLE STATE AND LDGL CODES. STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES 2 GROUND DISTRIBUTION BOXES,MOUNTING PIPES AND RRHs(AS APPLICABLE)IN 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER 2. CONTRACTOR SHN,L VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS SPECM71DN REQUIREMENTS. MATERIAL ANY UNUSUAL CONDMONS SHALL BE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3 INSTALL EQUIPMENT AND MOUNTING BRACKETS TO PRESERVE CLIMBING ACCESS ON PONE 3 THE ELECTRICALRK HUM M ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS 3.•DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INS TTU7E OF STEEL CONSTRUCTION AND SPECIFICATION INCLUDING INC®RNTAL WORK TO PROVIDE COMPLETE OPERATING AND *SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 4. EQUIPMENT TO BE INSTALLED AT VERQON BAD CENTER IN ACCORDANCE WITH APPROVED ELECTRICAL SYSTEM " STRUCTURAL ANALYSIS 4. STRUCTURAL VINO MISCEWANEOUS STEEL SHALL CONFORM TO ASIM A38 STRUCTURAL STEEL UNLESS OTHERWISE INDICATED. . 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PEINTS,AND S RESPONSIBLE FOR S ADVANCED ENGIM306 GROUP,P.C.HAS NOT PERFORMED A STRUCTURAL ANALYSIS OF OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. STEEL PPE SHALL CONFORM TO ASTM A500'COLD-FORMED WELDED&SEAMLESS CARBON STEEL STRUCTURAL TUBING', THE DOSIIIG POLE TO CARRY THE ADDITIONAL LOADING GRADE A.OR ASIM A53 PIPE STEEL MACK AND HOT-DIPPED ZINC-COATED WELDED AND SEAMLESS TYPE E OR S.GRADE B. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUBDING AND EXPOSED TO WEATHER SHALL PIPE SIZES INDICATED ARE NOMINAL.ACTUAL OUTSIDE DIAMETER IS LARGER. BE IN WATER TIGHT GALVA 1ZED RIGID STEEL COMM OR SCHEDULE BD PVC PERMITTED BY CODE)AND WHERE REQUIRED IN LIQUID MIT FLEXIBLE METAL OR. 6 STRUCTURAL CONNECTION BOLTS SHALL DE HIGH SIRE 4M BOLTS(BEARING TYPE)AND CONFORM TO ASTM A325 'HIGH NONMETALUC CONDUITS. STRENGTH BOLTS FOR STRUCTURAL JOINTS,INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS'.ALL BOLTS SHALL BE 6 BURIED CONDUIT SHALL BE SCHEDIAE 40 PVC. 5/8-CIA. LION. w ' 7. EIECIRICJIL MATING SHALL BE COPPER WITH TAPE IIIRW,71WYN,OR TFDKN ISUUTION. 7. ALL STEEL MATERIALS SHALL BE GALVANZED AFTER FABRICATION IN ACCORDANCE WITH ASfHA A123'LAC(HOT-DIP GALVANIZW)COATINGS ON IRON AND STEEL PRODUCTS'. UNLESS OTHERWISE NOTED. HL RUN I ECTRICAL CONDUIT OR CAME BETWEEN ELECTRICAL,UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. 8. ALL BDLTS,ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC-COATING PROVIDE FULL LENGTH PULL ROPE'COORDIUIE INSTALLATION WITH LIMY COMPANY. (HOT-DIP)ON IRON AND STEEL HARDWARE'..UNLESS OTHERWISE NOTED. 9. RUN TELCO CONDUIT OR CAME BETWEEN TELIPHOHE UFLITY DEMARCATION POINT AND 9. FIELD WELDS,DRILL HOLES,SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC ZINC PROJECT OWNER CELL SITE TELCO CABINET AND EIIS CABINET AS INDICATED ON THIS REPAIR PANT COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC BY DRAWING.PROVIDE FULL LENGTH PULL ROPE AND GREENIEE OONDUIT MEASURING TAPE WEIGHT,ZINC BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL.THICKNESS OF APPLIED GALVANIZING IN EACH INSTALLED TELCO CONDUIT. REPAIR PANT SHALL BE NOT NOT LESS THAN 4 COATS(ALLOW TIME TO DRY BETWEEN COATS)WI1H1 A RESULTING COATING 10. WHERE CONDUIT BETWEEN BIS AND PROJECT OWNER CELL SITE PPC AND BETWEEN EIIS AND THICKNESS REQUIRED BY ASTM A123 OR A153 AS APPLICABLE PROJECT OWNER CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND USE PVC,SCHEDIEE a 10. COPRRACTOR SHALL COMPLY WITH AVIS CODE FOR PROCEDURES.APPEARANCE AND QUALITY OF WEIRS,AND FOR METHODS 40 CONDUTF. ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL FIE PVC CONDM, USED IN CORRECTING WELLING,ALL WELDERS AND WELDING PROCESSES SHALL BE QUAUFIED IN ACCORDANCE WITH AVIS i 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSUWRE 'STANDARD QUALIFICATION PROCEDURES'.ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL 12. PPC SUPPLIED BY PROJECT OWNER CONFORM TO ASC AND DUI.WHERE FILLET WED SIZES ARE,NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION!'. 97H EDITION. 13, GROUNDING;SHRILL COMPLY WITH HE ART. 250. ADDITIONALLY.'GROUNDING,BONDINGBE AND UGHMING PROTECTION SWILL BE DONE IN ACCORDANCE WITH NERIZON SITE 11. INCORRECTLY FABRICATED,DAMAGED N OTHERWISE MISREMEDI OR NONCONFORMING G MATION.A.S OR CONDITIONS SHALL QU GROUNDING STAPp�'. REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH AMNION SHALLREQUIRE. - �..• CONSTRUCTION MANAM APPROVAL. 14. GROUND COAXIAL CAME SHERDS MINIMAL AT BOTH DO USING MANUFAGTIWRFIS COAT( CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 12. UNSIRUTS SKULL BE FORMED STEEL CHANNEL SIRUP FRAMING AS MANUFACTURED BY UNSMUT CORP,WAYNL MI OR EQUAL STRUT MEMBERS SHALL BE 1 5/8'x1 5/8'x12Gk UNLESS OTHERWISE NOTED.-AND SHWl BE HOT-DIP GALVANIZED 15. USE/6 COPPER SINAIDED WIRE WITH GREEN COL/OR ISUMITON FOR ABOVE GRADE AFTER FABRICATION GROUNDING(MUM OTHERWISE SPECIFIED)ANDFOR BELOW MADE GROLMOING AS IDCATTED ON THE DRAWING.TINNED BARE CAPPER WIRE 13. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2'DIAMETER STAINLESS STEEL ANCHOR ROD WITH NUTS do WASHERS AN 16 ALL GROUND CONNECTIONS TO ZE BURNQY FIA ROUND COIPRESgON TYPE COfINTCfORS INTEffiIALLY THREADED INSERT,A SCREEN TUBE AND A EPDXY ADHESIVE THE ANCHORING SYSTEM SHALL BE THE HILTI-HIT HY-2.0 AL GROUND CONNEEXOTHCTIONS MIC WED. DO NOT ALLOW BARE CAPPER WINE TC•BE N CONTACT AND OR W-150 SYSTEMS (S SPECIFIED AN DWG.)OR ENGINEERS APPROVED EQUAL WITH 4-1/4'MIN. EMBEDMENT DEEM. - WITH GALVANIZED 51EII 14. •EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP I,TYPE 4,CLASS I.HILTI KWIK BOLT II a ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAX IRIEST PATH P06SIME OR APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EXCEED AS OTHERWISE INDICATED. GROUNDING LEADS SHOIAD NEVER BE TENT AT RIGHT EMBEDMENT SHALL BE THREE AND ONE HALF(3 1/2) INCHES. ANGLE ALWAYS YAKS AT LFAtiT 1Y RADIUS ANDS //6 WIRE CAN BE BENT AT 6' BE PLACED AGAINST.UNDISTURBED SOIL RAINS WHEN NECESSARY.BOND ANY METAL OBJECTSiWTIiNI 8 FEET OF PROJECT 15. GRAVEL SUB BASE AND CONCRETE SHALL k _ .. , RID.. TO MASTER GROUND BAR OR GROUNDING . _ . OWNER EQUIPMENT DR CABINET - . WEIGHT CON CRETE, BRIDGE SUPPOR T SWILL BE 3000 PSI AIR ENTRAINED 4S- NORMAL r 18. CONCRETE FOR FENCE AND ICE BRI ( � 1& CONNFLTgIS TO GROUND BAPS SHALL BE WADE WITH 7W0 FgIE EDI�RESSION , TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 17. ALL CAST IN TIME CONCV!M SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREN190 OF ACI 318 AND AIM TO EGE1 301. 'TAME GROUND AND Aq 19. BOND AOENNA MOUNTING BRACIEIS,COAXAL KITS, PLACED!FAR THE ANTENNA LOCATION. ZD APPLY OXIDE INIBIIING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONLS. I& THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS.FOLIDWS UNLESS NOTED OTHERWISE CONCRETE CAST AGAINST EARTH...3 INCHES 21. CONTRACTOR SHALL PROVIDE AND INSTAL OMKI DIRECTIONAL ELECTRONIC MARKER SYSTEM CONCRETE EXPOSED TO EARTH OR WATER (MIS)BALLS OVER EACH GEM ROD AND MOM POINT BETWEEN EXISTING TOWER/ /6 AND LARGER......._..:-....2 INCHES Ej MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RID. /5 AND SMALLER.....»»-....1 1/2 INCHES 22. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR ALL EXPOSED MISS SHALL BE PROVIDED WITH A 3/4'x3/4'CHAMFER UNLESS NOTED OTHERWISE PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMS MkVMUM RESISTANCE REWIRED ' T ` 23. CONTRACTOR SHALL CONDUCT mTENN81,COAX,AND LNA RETURN-Loss AND DISTANCE- 19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL TO-FAULT MEASTNTME M(SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT FOREST PRODUCTS ASSOCIATION'S NATIONAL DESGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL.BE PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. HYAN N IS SC11 MA LEASE EXHIBIT DATE: 02/13/2017 DRAWN BY: JWH ~1'�onwireless ADVANCED " DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANN IS_SC 1 1_MA 3 Surveying-Telecommunications ,WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 5 OF 5 LEASE EXHIBIT: THIS LEASE IS SCHEMATIC IN NATURE Ilir. ` '0 4 �: ,• m. �. AND IS INTENDED TO PROVIDE y T'+ s , i r GENERAL INFORMATION REGARDING THE LOCATION AND SIZE OF THE PROPOSED WIRELESS- COMMUNICATION FACILITY, THE SITE LAYOUT WILL BE FINALIZED : UPON COMPLETION OF THE SITE • , SURVEY AND FACILITY DESIGN. 90 �'", j•. _ � yr- , .. . Y STRUCTURAL NOTE: _j �;,, A STRUCTURAL ANALYSIS SHALL- BE .... At PERFORMED ON EXISTING UTILITY.POLE t s" I NMI PRIOR TO CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF UTILITY CO. � y' � �ry - �,„ - � •. -;z e .m 'INSTALLATION NOTE: - � • INSTALL ALL EQUIPMENT, MOUNTING4; ' BRACKETS AND HARDWARE IN J Y" A o — � , v ACCORDANCE WITH MANUFACTURER'S a _ ACCORD � ,„ m rt . _ � � • RECOMMENDATIONS " s `.. , - , e .;. Y is ELECTRICAL NOTE: T GENERAL WIRING DIAGRAM AND " • r NOTES TAKEN FROM E—MEMO BY � ! JAMES F. GVAZDAUSKAS, P.E. v DATED JAN UARY 12, 2017 w- i COORDINATED NOTE: . . / ! ` v , COORDINATES AND AMSL ELEVATION BASED FROM " FAA-2C CERTIFICATION DATED.. 08/10/2016. A METES AND T BOUNDS SURVEY WAS NOT CONDUCTED a .. y..R 01 a, tE m Y . � — . � Y r LEGEND m ' F = 'FUTURE BLACK g (E) = EXISTING (YELLOW) (P)- = PROPOSED (BLACK) APPROX. LOCATION (E) UTILITY POLE - TRUE NORTH r NOTE• (AGL) = ABOVE GROUND LEVEL . SUBJECT POLE FALLS WITHIN TOWN (AMSL) = ABOVE MEAN SEA LEVEL NAD 83 LATITUDE: N'41' 39' 02.53 1 S I T E P LAN RIGHT OF WAY N.T.S. = NOT TO SCALE NAD 83 LONGITUDE: W=70' 18' 51.18" MASSDOT HIGHWAY LAYOUT PLAN (WHITE) - LE-1 SCALE: 1"=50', 0 25' S0' 100' GROUND .ELEVATION: 49.0' AMSL HYANN IS SC11 MA LEASE EXHIBIT DATE: 02/13/2017_ . - - DRAWN BY: JWH ADVANCED ver onwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE: 1"=50' Civil Engineering-Site Development 400•FRIBERG PARKWAY HYAN N IS_SC 1 1_MA 3 Surveying Telecommunications WESTBOROUGH, MA" 01581 HYANNIS, MA 02601 SHEET: 1 OF 5 TOP (P) ANTENNA (P) 12.0"0 X 38.7"H (P) 12.0"0 X 38.7"H NH360QM—DG-2XR ELEV. 36.5't AGL (85.5't AMSL) NH360QM—DG-2XR ANTENNA ANTENNA MOUNTED TO (P) UTILITY POLE ' MOUNTED TO (P) UTILITY POLE (P) 4' EXTENSION POLE OF (P) ANTENNA `r (E) 29.0' TALL VERIZON E) ______ (P) Nz = 34.7't AGL (83.7'f AMSL) UTILITY POLE #340 1/2 & (1) RET CABLE IN 2" U—GUARD TO (P) ANTENNA (0) ANTENNA GROUND WIRE TOP (E) UTILITY POLE ... ELEV. r 29.0± AGL (78.0± AMSL) (P) POWER WEATHERHEAD E SECONDARY POWER LINE ELN 25.5 t AGL 74.5 f AMSL (E) GUY WIRE (P) RRH'S (TOTAL OF 2), (2)(P) ELEV. = 21.0't AGL (70.0't AMSL) " DIPLEXERS, & (2)(P) DELTA E TELCO COAX. ' w AC/DC CONVERTERS MOUNTED ELEV. 21.0 t AGL 70.0 t AMSL - ' — __ _ _________ _ TO (E) UTILITY POLE (P) RRH'S (TOTAL OF.2),-(2)(P) w DIPLEXERS, & (2)(P) DELTA AC/DC " CONVERTERS MOUNTED TO (E) UTILITY POLE (P) POWER TO (P) METER FROM PROVIDER BOTTOM OF (P) RRH (P) SAR— 0� (P) FIBER. 2" U—GUARD TO (P) SAR-0 E fi ELEV. 12.5't AGL (61.5't AMSL) (P) 7¢" COAX CABLES (TOTAL OF 4) TO DIPLEXERS 6POLE DISCONNECT (P) SAR-0 SWITCH FUSED WITH (3)-20A (P) ELEC. RGS CONDUIT TO (P) METER CIRCUIT BREAKERS & METER SOCKET 60A-2 POLE DISCONNECT. SWITCH FUSED WITH - . (3)-20A CIRCUIT BREAKERS & METER SOCKET o U? N I s (P) GROUND WIRE FROM (P) gwoo, = METER TO (P) GROUND ROD I E GROUND LEVEL ., ELEV. = O t AGL 49.0 t AMSL (P) GROUND RODK72 PHOTO ELEVATION LE-2 SCALE: 1"=10' LEGEND (F) = FUTURE (BLACK) 1 E L E VAT I O N INSTALLATION NOTE: STRUCTURAL NOTE: (E), = EXISTING (GREY) LE-2 SCALE: 1"=10' INSTALL ALL EQUIPMENT, MOUNTING r A STRUCTURAL ANALYSIS SHALL BE (P) = PROPOSED (BLACK) t BRACKETS AND HARDWARE IN PERFORMED ON EXISTING UTILITY POLE (AGL) = ABOVE GROUND LEVEL 0 5' 10, 20' ACCORDANCE WITH MANUFACTURER'S PRIOR TO CONSTRUCTION AND SHALL (AMSL) = ABOVE MEAN SEA LEVEL RECOMMENDATIONS BE THE RESPONSIBILITY OF UTILITY CO. N.T.S. = NOT TO SCALE HYAN N IS SC11 MA LEASE EXH I BIT DATE: 02/13/2017 ��� — — DRAWN BY: JWH ADVANCED verfZOnwireless' DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS SCALE: AS NOTED 498 WEST MAIN STREET Civil Engineering-Site Development 400 FRIBERG PARKWAY NIS MA 02601 HYANNIS_SC11_MA 3 I-IYAN , Surveying-Telecommunications WESTBOROUGH, MA 01581 SHEET: 2 OF 5 I • INSTALLATION NOTE: (P) 12.0"0 X 38.7"H --- (E) OVERHEAD WIRES INSTALL ALL EQUIPMENT, MOUNTING NH360QM-DG-2XR BRACKETS'AND HARDWARE IN ANTENNA MOUNTED TO (E) (P) AWS RRH, (P) PCS RRH, (P) AC/DC -+ UTILITY POLE CONVERTER, (2)(P) DELTA AC/DC CONVERTERS, ACCORDANCE WITH MANUFACTURER'S NH X 38.7"H RECOMMENDATIONS � (2)(P) DIPLEXERS, 60 AMP METER SOCKET NH360QM-0QM-DG-2XR ANTENNA _ W/DISCONNECT MOUNTED TO (P) UTILITY POLE MOUNTED TO (P) UTILITY POLE STRUCTURAL NOTE: (P).SAR-0 A STRUCTURAL .ANALYSIS SHALL BE PERFORMED •ON EXISTING UTILITY POLE -'' PRIOR TO CONSTRUCTION AND SHALL '-- (P) 4' EXTENSION POLE BE THE RESPONSIBILITY OF UTILITY CO. (E) GUY WIRE (E) SIDEWALK (E) 29.0' TALL VERIZON (E) OVERHEAD WIRES UTILITY POLE #340 1/2 TRUE NORTH ' 4 ANTENNA PLAN 5 ANTENNA MOUNTING DETAIL LE • SCALE: 1"=4' LE-3 SCALE: 1"=4' _ -312- ' �� 9.5''� 12.0" epee y °o oe e e e o _ e e _ o e z .� 7.3" - cu a ogee ee Vie ' COMMSCOPE NH360QM-DG-2XR DIMENSIONS: 12.0"0 x 38.7" w e e e o e o Q13 WEIGHT: 33.7'LBS FRONT �lPE -14 PCS RRHTOP —mxn M z -- - 12.0' 7.6' Y 16 e000 ee 0 "' e e o o e FRONT SIDE 8 WIRELESS CONSTRUCTION. INC. . POLE/WAUL LINTBRAC FOR DUAL DIPLEXER " LEGEND I D „' ET FROM. �1QE ITEM -DESCRIPTION Orr. DIMENSIONS: 7.6"H x 7.3"W x 3.2:D G V I V WEIGHT: 6.6 LBS ' 7 DOUBLE MOUNT 2 '*` '� ..__. AWS JOW-RRH 2 PCS RRH RACK W/ T (F) = FUTURE (BLACK) UNIT WEIGHT 67.0 LBS 3 AWS RRH RACK W/ SUPPLIED HARDWARE NOTE: MOUNT DIPLEXERS TO BACKSIDE (E) = EXISTING (GREY) OF DBL-MNT BRKT (P) = PROPOSED (BLACK) 1 ANTENNA- DETAIL 2 RRH DETAILS (AGL), = ABOVE GROUND LEVEL L -3 SCALE: N.T.S. 3. D I P L E X E R DETAIL' (AMSL) = ABOVE MEAN SEA LEVEL LE-3 SCALE: N.T.S. LE-3 SCALE: N.T.S. N.T.S. = NOT TO SCALE HYAN N IS SC11_MA LEASE EXHIBIT DATE: 02/13/2017 V+t'/"/ O/lwireless - DRAWN BY: JWH ADVANCED DRAWING NUMBER REVISION CHECKED BY:' SNA ENGINEERING GROUP., P.C. VERIZON WIRELESS 498 WEST MAIN STREET SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY HYAN N IS_SC 1 1_MA Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 3 SHEET: 3 OF 5 PROPOSED ANTENNA ANTENNA MOUNT/BRACKET ANTENNA GROUNDING (2) 1/2"'COAX CABLES & (1) RET (DEPENDING ON ANTENNA CABLE IN 2`UV RATED U—GUARDS MODEL) SECONDARY LINES - �N WEATHER HEAD (LEAVE 10' CONDUCTORS FOR UTILITY CO. T1E INS) FIBER FRONTHAUL & BACKHAUL 1" FIBER DEMARC ON POLE (2) DIPLEXER r FIBER JUMPERS IN 1-1/2" UV (4) 1/2" COAX RATED U—GUARD IF LENGTH CABLES EXCEEDS 4' j--1 _ AWS RRH PCS (3)#6 AWG WIRE IN FIBER JUMPER (TYP.) RRH 1-1/4" UV RATED PVC _ DC POWER #2 AWG COPPER GROUND , DELTA AC/DC-CONVERTER (TYP.) i (TYP. OF 2) �--� WEATHER PROOF SQUARE D CAT, J AC POWER—NOTE: USE PROVIDED DELTA NO.: SDSA1175 SECONDARY SURGE — MANUFACTURERS WIRING HARNESS ARRESTOR ON 20A 2P CIRCUIT BREAKER #2 AWG,COPPER > OM GROUND IN 1'/2"., SQUARE D QO-100A, 8 SPACE,. 16 CIR OUTDOOR MAIN LOAD CENTER WITH COVER. 60A 2P MAIN UV—RATED PVC CIRCUIT BREAKER WITH (3)_ 20A, 2P BRANCH CIRCUIT BREAKERS (1 FOR SURGE ARRESTOR & (1) PER .RRH) MILBANK CAT NO.: `^ U2272-RL-5T9—BL SINGLE LEVER 120/240V, 1 3W 125A METER 3/4"s3x10' COPPER CLAD GROUND ROD ELECTRICAL NOTE: GENERAL WIRING DIAGRAM AND j 1 GENERAL WIRING DIAGRAM NOTES TAKEN FROM E-MEMO BY LE-4 SCALE: N.T.S. _ JAMES F. GVAZDAUSKAS, P.E. DATED JANUARY 12, 2017 " - HYAN N IS-SC11_MA LEASE EXHIBIT DATE: 02/13/201.7 DRAWN BY: JWH — ADVANCED very wireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY 498 WEST MAIN STREET _HYAN NISSC 11_MA 3 Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 4 OF 5 GENERAL NOTES ELECTRICAL AND GROUNDING NOTES STRUCTURAL NOTES: 1. INSTALL ALL EOUIPMEHf,IIDUMING BRACRLTS AND HARDWARE IN ACCORDANCE 1. ALL EIECIYICAL WORI(SHALL CONFORM TO THE REpUREMENTS OF TFff NATIONAL 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS.ANSI/ASCE7,EIA M-222-G WRIT MANUFACMtER'S RECOIDAEMAIIN)N EINO 7RIGAL CODE(NEC)AS WELL AS APPLIGIME SPATE MID LOLL CODES. STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES 2 GROUND DISTRIBUTION BOXES,MOUNTING PIPES AND RRFIA(AS APPLICABLE)IN 2. ALL BECIRICAL TES SHALL BE U.L APPROVED OR LISTED AND PROCURED PER 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTM OF ANY ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS SPECIFICATION REQUIREMENTS MATERIAL ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3 INSTALL EQUIPMENT AND MOUNTING BRACKETS TO PRESERVE CI.DONG ACCESS ON POLE 3 THE ELECTRICAL WOK INCLUDES ALL LABOR MID MA7 MAL DESCRIBED BY DRAWINGS 3. DESIGN AND CONSTRICTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSMUTE OF STEEL CONSTRUCTION AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND VWFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 4. EQUIPMENT TO BE INSTALLED AT VERIZON RAD CENTER IN ACCORDANCE WITH APPROVED ELECTRICAL SYSTEM. STRUCTURAL ANALYSIS 4. STRUCTURAL AND MISCELLANEOUS STEEL..SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS OTHERWISE INDICATED. 4. GENERAL COMPACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR" S ADVANCED ENGINEERING GROUP,P.C.FINS NOT PERFORMED A STRUCTURAL ANALYSIS OF OMANNG SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. STEEL PIPE SHALL CONFORM TO ASIM A500'GOLD-FORMED WELDED&SEAMLESS CARBON STEEL STRUCTURAL TUBING", THE EXISTING POLE M CARRY THE ADDITIONAL LOADING GRADE A,OR ASTM A53 PIPE STEEL MACK AND HOT-DIPPED ZINC-COATED WELDED AND SEAMLESS TYPE E OR S.GRADE B. 5 ' ELECIRMN AND TOM WIRINGOUTSIDE A BUI!lNIG AND EXPOSED TO WEATHER SHALL PIPE SIZES INDICATED ARE NOMINAL.ACTUAL OUTSIDE DIAMETER S LARGER. BE N WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC(AS PERMITTED BY COCE)AND WHERE REQUIRED IN LIQUID TIGHT FDW METAL OR 6. STRUCTURAL CONNECTION BOLTS STHALL BE HIGH STRENGTH BOLTS(BEARING TYPE)AND CONFORM TO ASIM A325 'HIGH NONMETALLIC CONDUITS. I STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS'.ALL BOLTS SHALL BE & BURIED CONDUIT SWILL BE SCHEDULE 40 PVC. 5/8-OA UON. 7. ELECTRICAL.WOW SHALL BE COPPER WITH TYPE XHRN,THAN,OR THHN ISULATIOK a 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123'ZINC(HOT-DIP GALVANIZED)COATINGS ON IRON AND STEEL PRODUCTS'. UNLESS OTHERWISE NOTED. ' 8. RUN ELECTRICAL CONDUIT OR CAME BETWEEN ELECTRICAL UTILITY DEMARCATION POUR AND PROJECT OWNER CELL SITE PPC AS IDICAJED ON THIS DRAWING. 8, ALL BOLTS,ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM Aim 'ZINC-COATING PROM FULL LENGTH PULL ROPE COORDINATE ISIALIATON WITH UTILITY COMPANY. (HOT-DIP)ON IRON AND STEEL HARDWARE-. UNLESS OTHERWISE NOTED. 9. RUN TELCO CONDUf OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND 9. FIELD WELDS•DRILL HOLES, SAW CUB AND ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC ZINC PROM OWNER CELL SITE MOD CABINET AND BTS CABINET AS INDICATED ON THIS REPAIR PANT COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC BY DRAWING PIVVK FULL LENGTH PULL ROPE AND GREEN LEE CONDUIT MEASURING TAPE WEIGHT,ZINC BY DUNCAN GALVANIZING,GALVA BRIGHT PREMIUM BY CROWN OR EQUAL.THICKNESS OF APPLIED GALVANIZING IN EACH INSTALLED TELCO COMM REPAIR PANT SWILL BE NOT NOT LESS THAN 4 COATS (ALLOW TIME TO Ow BETWEEN COATS) WITH A RESULTING ODATING 10. WHERE OMIT BETWEEN 01S AND PROJECT OWNER CELL SITE PPC AND BETWEEN BITS AND THICKNESS REQUIRED BY ASTM A123 OR A153 AS APPLICABE. PROJECT OWNER CELL SITE 7E.00 SERVICE CABINET ARE INDEIMIND USE PVC,SCHEDULE 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES.APPEARANCE AND QUALITY OF WELDS,AND FOR METHODS NDIAI 40 CO . ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. USED IN CORRECTING WELDING,ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS 11. ALL EQUIPMENT LOGGED OUISIDE SHALL WAVE NEMA 3R ENCLOSURE 'STANDARD QUALIFICATION PROCEDURES'.ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL ' 12 PPC SUPPLIED 8Y PROJECT OWNER. THE TO ASC AND O.I.WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL CONSTRUM71W.97H EDITION. 13. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY.GROUNDING.BONDING AND LIGHTNING PROTECTION SHALL BE DONE N ACCORNICE WITH NUUDN STYE 11. INCORRECTLY FABRICATED,DAMAGED OR OTHERWISE MISFIITING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE GRONONG STANDARDS'. REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH ACTION SIWl REQUIRE CONSTRUCTION MANAGER APPROVAL It GROUND COAXIAL CAME SHIELDS MINIMUM AT BDEH ENDS USING MANIEACIURERS COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT ONMR 12. UNISITRUTS SHALL BE FORMED STEEL CHANNEL SIRUP FRAMING AS MANUFACTURED BY UNISTRUI CORP.WAYNE.MK OR EQUAL. STRUT MEMBERS SHALL BE 1 5/8-A 5/8'x12GA,UNLESS OTHERWISE NOTED,AND SWILL BE HOT-OP GALVANIZED 15. USE is COPPER STRANDED WIE WITH GREEN COLORINSULATION FOR ABOVE GRADE AFTER FABRICA710NL • FOR BELOW GRADE GRONDING AS INDICATED ON THE DRAWING.ED BARE COPPER WIRE 13, EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2'DNMIEIIR STAINLESS STEEL ANCHOR ROD WITH NUB dA WASHERS AN 16. ALL GROUND CONNECTIONS IONS TO BE BURNDY HYGROU COMPRESSION TYPE OCINEECTORS [INTERNALLY THREADED INSERT,A SCREEN TUBE AND A EPDXY ADHESIVE THE ANCHORING SYSTEM SHALL BE THE HILTI-HIT-HY-20 OR CAOYELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT �' AND OR HY-150 SYSTEMS (AS SPECIFIED AN DWG)OR ENGINEERSAPPROVED EQUAL WITH 4-1/4-MIN. EMBEDMENT DEPTH. WITH GALVANIZED STEEL, - 14. 'EXPANSION BOLTS SFHNJ_CONFORM TO FEDERAL SPECIFICATION FF-S-325.GROUP II,TYPE 4,CLASS I, HILT1 KWIK BOLT II 17. ROUE GROUNDING CONDUCTORS ALONG liff SFIORIESf AND SIRAICITESf PATH POSSIME OR APPROVED EQUAL INSTALLATION SFWJ_BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS MINIMUM i EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SNIOULD NEVER BE BENT AT MIT EMBEDMENT SWILL BE THREE AND ONE HALF(3 1/2) INCHES. ANGLE ALWAYS MAKE AT LEAST 12-RADIUS BEDS.#6 WIRE CAN BE BENT AT 6' RADIUS WHEN NECESSARY.BOND ANY METAL OBXECIS WITHIN 6 FELT OF PROJECT 15. GRAVEL SUB BASE AND CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING 1& COWELMNS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION 16. CONCRETE FOR FENCE AND ICE BRIDGE SUPPORT SWILL BE 3000 PSI AR ENIRAINED'(4%-6X) NORMAL WEIGHT OONCREfE. TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 17. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND 19. BOND ANTENNA MOUNTING BRACKETS.COAXIAL CABLE GROUND KITS,AND_ALM TO EGO AC 301. PLACED NEAR THE ANTENNA LOCATION. 20. APPLY OXIDE INHIBITING COMPOUND TD ALL COMPRESSION TYPE GROUND CONNECTIONS. 18. THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH...3 INCHES' 21. CONTRACTOR WALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM 'CONCRETE EXPOSED TO EARTH OR WATER �)BALLS OVER EACH GROUND ROD AND BONDING POEM BETWEEN EN EXSSIING TOWER/ /6 AND LARGER............... INCHES MONOPOE GROLNDING IING AND WAMM GROUNDING RING. /5 AND SMALLER .....».___.1 1/2 INCHES ' 22 CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM ANTS RECORD RESULTS FOR ALL EXPOSED EDGES SHAD_BE PROVIDED WITH A 3/4'0/4'CHAMFER UNLESS NOTED OTHERWISE PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMS MAXIMUM RESISTANCE REWIRED. 23. CONTRACTOR SHALL CONDUCT MOM COAX.AND LNA RETURN-LOSS AND DISTANCE- 19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL 70-FAULT MEASURDANTS(SNEFP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. • DATE: 02/13/2017 ffADVANCED . HYANNIS_SC11_MA LEASE EXHIBITDRAwN BY: JwH ver" OftwreessDRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C.- VERIZON WIRELESS SCALE: AS NOTED Civil Engineering-Site Development ' 400 FRIBERG PARKWAY 498 WEST MAIN STREET HYANNIS_SC 1 1_MA 3 Surveying-Telecommunications WESTBOROUGH, MA 01581 HYANNIS, MA 02601 SHEET: 5 OF 5 *.jap ZZsG -am@wwwx I' NMI' „AY4a.6f4s:.edkAi..uoe�.�.'i�d�•ro..d jugo"ga "we=s W&on o d++U n LpT A--9 at dip• � N ����„Pe.reod �� �•" ate:» 1 `�� --_ �; � �r� � .►* �/� 9x � j 1lN3 -161 N01 oc 01 A nm a uno We - WAUM �... . - 1 Wlr+L aA oie+em •• + ,OeOle Mlaale R/I�S y sw �• P 1M OAR 11'BDO I I. iawsp 'A G a .aaaw oewaw�� IOWA= O ■raa- ww w QPa9 N s��< <a aeJ► AC".mo L ws Pans Oa%APaa Now .i n • • -loo 000, Y�irwl1 bt�M ST TE am MEMO 1 m —.*Am-bufft doi � � w�a Opa sc 'a �� aaplo a0a aM MarO®1+0►a�� �/ 6 F aeowt eAmP►sWi c�aaMOm 1O - oM4 MT� �■�1 - _. >t Te+P Q WO+►MK As a@a�• _ 'a' 1!r•! R 4 �� eP.tO.e.1► a..r iaa J� S IT�E P LAN Di a,�„eh0 HYA MIT N=S pgBpAIiBD FOR VrY pz-T 1v T R 1w., > Gr gp111� sa°'k`� 9T MAIN STREET �p � 4�'8 TIITE SC40 AM Awe 11: ,�� 1 P'nQAnc�aaae����s14•aea fLg7o 9vC a aAM�a++� �aw°ie IIIva7m awns eaoa mu 10 n Loa laal gm010 aaa�6�aw .� . Na►aM jW 3*•a OPAM ' �•a f