Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1731 SERVICE ROAD
�7c31 cSe1vic�, �oC� ../ 0 llll a�'� UPC 12543 aw No. 3!OR HUSTINGS. MN a ;3 JAI — 40140 —wo D ,a ii g1 L �'3 i t: 9 { 1{ �d f 6 �i U I r� t ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map "l Parcel G -Woo Application # 001506V � Health Division • Date Issued Conservation Division Application Fee Planning Dept. Permit Foe 'Date Definitive Plan Approved by Planning Board f Historic - OKH _ Preservation / Hyannis Project AddressC.x7T'� Villag Own 0 Address 01 l UJ Q Telepho 1$) ' ! t`lc ' O c a- Permit Request f,tX 6� 1 �Xi�S+i r14 Qx�a 2np C�.� tcid�1� p�,c Gf1-eS. c� � e—.i%6 ir-\Q 221J,10 c--o n PrAA F) mace. iotd8 1 ',('r• c--I cx, box 14rau e, C(0-)—LS1'5\" CCYCII, LA347N :1 -P,bQ,,r- 0!xb Ve Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District IF Flood Plain Groundwater Overlay Project Valuation Construction Type �CO'Y1n Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other _T Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing 56 d/coal stove: ❑.Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size _ BarT;L existing ❑ new size_ aUa Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: --� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 03 Commercial kYes ❑°No If yes, site plan review # Current Use ToweU Proposed Use no (-,b al` e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameM1-(5'*-X\ ruAAJTelephone Number Address Liq b sk t License # :7 lJl/� 'INA+0An"N 14 Home Improvement Contractor# Worker's Compensation # CUCG6, Q(o ALL CONSTRUCTION DEBRI R SULTIYq FROM THIS PR CT WILL BE TAKEN TO �rp lcw� SIGNATURE DATE J �Lckbh. f, V -- ,A5Li - a :s C 'E. FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r MAP/PARCEL NO. ;k r ADDRESS VILLAGE OWNER I DATE OF INSPECTION: =--:FOUNDATION r t FRAME INSULATION FIREPLACE I' _ ELECTRICAL: ROUGH FINAL ff' PLUMBING: ROUGH FINAL r, GAS: ROUGH — FINAL FINAL BUILDING t DATE CLOSED OUT �� ASSOCIATION PLAN NO. i f 1 to Town of Barnstable = Regulatory Services Thomas F.Geller,Director t67p. �6 o,,,�+► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma ns Office; 508-8624039 Fax: 508-790-6230 Property Owrier Must Complete and Sign This Section If Using A B uildex J a, I, v to ,as Owner of the subject.property hereby iuthotize,,, of M G 1V t C U6 d V to act on ray behalf, is all matters relative to work authorized by this budding permit application for. &rashN6c, A O AT (Address of Job) 1171 tJ 74 /d er Daten �- , Is-row Grew A 10/11v- em u c Print�— senor 01 01,-eb jvN -1 A If Propea Owner is applying for permit please complete the Homeowners License Exemption Form on*the reverse side. Q:FORMS:OW.NM ERMlSSION I Mass Corporations, external master page Page 1 of 2 William Frands Galvin J cy. oftheCommonwealth of Corporations Division Business Entity Summary ID Number: 742910603 Request certificate New search Summary for: CROWN ATLANTIC COMPANY LLC The exact name of the Foreign Limited Liability Company (LLC): CROWN ATLANTIC COMPANY LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 742910603 Old ID Number: 742916036 Date of Registration in Massachusetts: 03-26-1999 Last date certain: Organized under the laws of: State: DE Country: USA on: 03-18-1999 The location of the Principal Office: Address: 1220 AUGUSTA DRIVE SUITE 600 City or town, State, Zip code, HOUSTON, TX 77057-0000 USA Country: The location of the Massachusetts office, if any: Address: 500 WEST CUMMINGS PARK SUITE 3400 City or town, State, Zip code, WOBURN, MA 01801 USA Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL STREET STE 700 City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER E. BLAKE HAWK 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA MANAGER W. BENJAMIN MORELAND 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA MANAGER JAY A. BROWN 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=742910603... 12/23/2015 Mass. Corporations, external master page Page 2 of 2 MANAGER VICTOR A DUVA 1209 ORANGE STREET WILMINGTON, DE 19801 USA MANAGER JENNIFER SCHWARTZ 1209 ORANGE STREET WILMINGTON, DE 19801 USA The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY ROBERT ACKERMAN 3530 TORINGDON WAY CHARLOTTE, NC 28277 USA REAL PROPERTY JAMES YOUNG 2000 CORPORATE DRIVE CANONSBURG, PA 15317 USA REAL PROPERTY W. BENJAMIN MORELAND 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY E. BLAKE HAWK 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY DONALD J. REID 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY JAY A. BROWN 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY PHIL KELLEY 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY LYNN HOWELL 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY R. CHRISTOPHER MOONEY 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report ^° Annual Report - Professional 03 Application For Registration Certificate of Amendment Y. View filings Comments or notes associated with this business entity: V New search. http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=742910603... 12/23/2015 G R O U P May 20, 2011 Barnstable, MA Town Hall 367 Main St. Hyannis, MA 02601 To Whom It May Concern: Structure Consulting Group employs John McGillicuddy and Eric Wainwright. All employees, including John and Eric, are covered by the Structure Consulting Group Insurance. Please see copy of Insurance attached. Please contact me with any questions. Q Steven Bozkurtian Steven A. Bozl►urtian President Structure Consulting Group, Inc. 49 Brattle Street Arlington, MA 02474 O: 781-791-7724 Ext. 11 M: 617-448-2470 F: 781-791-7704 The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organizationnndividual):Structure Consulting Group Address:49 Brattle St. City/State/Zip:Arlington, MA 02474 Phone#:781-791-7724 Are you an employer?Check the appropriate box: Type of project(required): l.Q I am a employer with 50 employees(full and/or part-time).* 7. New construction 2. I am a sole proprietor or partnership and have no employees working for me in 8. E]Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.01 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Q Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 1 LQ Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5.[3 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet 13.E]Roof repairs These sub-contractors have employees and have workers'comp.insurance.' 6.[:]We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑� Other Telecom 152,§1(4),and we have no employees.[No workers'comp.insurance required.] •Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy acid job site information. Insurance Company Name:Twin City Fire Ins Co. ' Policy#or Self-ins.Lic.#:76 WEG GB2651 Expiration Date:1-3-17 Job site Address: 1731 Service Rd. City/State/Zip: Barnstable, MA 02630 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify der the ains d allies of perjury that the information provided above is true and correct. Signature: Date: Phone#:781-791-7724 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#: A��® NEG DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE R045 1/13/2016 THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATIONIS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PAYCHEX INSURANCE AGENCY INC (acNo,Fxt): (A/C,No): (888) 443-6112 210705 P: F: (888) 443-6112 E-MAIL ADDRESS: PO BOX 33015 INSURER(S)AFFORDING COVERAGE NAIC# SAN ANTONIO TX 78265 INSURERA: Twin City Fire Ins Co 29459 INSURED INSURER B INSURER C: STRUCTURE CONSULTING GROUP, INC INSURER D: 49 BRATTLE ST INSURER E: ARLINGTON MA 02474 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OFINSURANC£ ADDL SUBR POLICYNUMBER POLICYEFF POLICY EXP LIMITS MMIDD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE ❑OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JE O-❑LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) S UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AA'DEMPLOY£RS'L/ABILITY X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $1, 0 0 0, 000 OFFICERIMEMBER EXCLUDED? A (Mandatory In NH) NIA $76 WEG GB2651 01/03/2016 01/03/2017 E.L.DISEASE-EA EMPLOYEE 1, 000, 000 If yes,describe under E.L.DISEASE-POLICY LIMIT 11, 000, 000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Those usual to the Insured's Operations. 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. Town of Barnstable AUTHORIZED REPRESENTATIVE 100 MAIN S T 7a-z— HYANNIS, MA 02601 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AC�® DATE(MMMDNYYY) AC� CERTIFICATE OF LIABILITY INSURANCE F10/5/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Mike Tarpey NAME: y Tarpey Insurance Group PHDNE , (617)527-6070 ac No:(617)sz7-19eo 343 Washington Street AIL ADDRESS:michael@tarpeyinsurance.com INSURERS AFFORDING COVERAGE NAIC# Newton MA 02458 INSURER ANorfolk & Dedham 23965 INSURED INSURER B Structure Consulting Group, Inc. INSURERC: 49 Brattle Street INSURERD: INSURER E: Arlington MA 02474 INSURER F: COVERAGES CERTIFICATE NUMBER:2015-2016 Term REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MMIDD MM D X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ R0105555 10/5/2015 10/5/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT PRO ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED Ea accident SINGLE LIMIT $ 1,000,000 A ANY AUTO BODILY INJURY(Per person) $ 20,000 ALL OWNED AUTOS O X SCHEDULED AUTOS 91022321A 1/6/2015 1/6/2016 BODILY INJURY(Per accident) $ 40,000 R HIRED AUTOS X NON-OWNED Pe Oac oidentDAMAGE $ AUTOS Medical payments $ 5,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 U0908417A 10/5/2015 10/5/2016 $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑N/A E.L.EACH ACCIDENT $ j OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ if yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE M Tarpey, VP, CIC, LI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 onl4n1i Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supcn kor License: CS-078888 ^7" John G McGilGcud* ' 65 Governors Road U Milton MA 02186 ju '� Expiration Commissioner 07/11/2016 PROJECT NAME: old/ ► '" 1 tYllC Gt� 'r'e^'LCj ADDRESS: 3 PERM.TT# 2 6 16 0(p,T"�S PERMIT DATE: t Z `t y M/P: l y lL)o y LARGE ROLLED PLANS ARE IN: B® i ,SLOT . .Data entered in MAPS program on: ► Z B Y: . i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # C�Co�(� Health Division 'Date Issued 't Conservation Division :Application Fee Planning.Dept Permit Fee' Date Definitive Plan Approved by Planning Board Q� Historic - OKH Preservation / Hyannis Project Street Address 173 1 Fif M L c re-0A 0 Village 9AA05960E Owner N-i Ln r�le_ C l-WY LL(- Address Telephone '7 8 1 5 Permit Request CO 1604rf oA) Aiu -;64'r, c Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Rj SIDEAyiik F Flood Plain Groundwater Overlay Project Valuationl2s, Construction Type Wkr,.A , 6.6+1i'� C'o-40C/9,/.0.4 Lot Size 2- . 1 q r'KNCf-. Grandfathered: ❑Yes I(No If yes, attach supporting documentation. Dwelling Type: Single Family.. ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 90 Vhhff Historic House: ❑Yes , o On Old King's Highway: ❑Yes 1 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other NDk,� Basement Finished Area(sq.ft.) AJIR Basement Unfinished Area (sq.ft) AYR Number of Baths: Full: existing IVI-4 new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing NIA new _First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other NNE Central Air: ❑Yes O(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ;(No Detached garage: ❑ existing U 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 A Appeal # A0 f a- 6q'2 Recorded Commercial ( Yes ❑ No If yes, site plan review# A- = �v Current Use Pro osed Use WVQEiks* APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name Le Ct vim. Telephone Number Address 40 boowi AW) License # CS /0 0,00 S`lt ANDts0/ r m f_ ntlo24 Home Improvement Contractor# i Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO huff c- (.PN.)r+Lj/ SIGNATURE DATE Z� �� r FOR OFFICIAL USE ONLY , APPLICATION# — DATE ISSUED _:MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' t DATE OF INSPECTION: s ,S ='.FOUNDATION' FRAME S INSULATION.' } FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . "-4 AS H C- ROUGH*��',�: _3: FINAL .41,FINAL BUILDING'c._ ,x DATE CLOSED OUT ASSOCIATION PLAN NO. 1y t a , The Commonwealth of Massachusetts t I Department of Industrial Accidents ' ^t Office of Investigations 600 Washington Street Boston, MA 02111 c www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly /�� Name (Business/Organization/Individual): V '►Rf i,¢S.`C CorormyaVu Address: go &L-ke rzL)P, City/State/Zip: S l l7(�;-�{ M F 009`1 Phone #: Are you an employer?Check the appropriate box: Type of project(required): I.K I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. $ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 131-1.Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: M m ic, Policy#or Self-ins. Lic. #: EI D/?,00.,2/(5 0 10 b. Expiration Date: d 1 6 y' Job Site Address: 1-73 l S E&iCE P,o oD City/State/Zip: j�y�5r�stl(c�11y?P�L-�1Yf�} Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.06 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify uAder pains alties of perjury that the information provided above is true and correct. Si nature: T Date: Phone#: � 7 099f 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need,only,submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax# 617-727-7749 www.mass..gov/dia Dec 21 1010:1 Oa Wireless Construction 12076425754 p.3 ACOR . . CERTIFICATE OF LIABILITY INSURANCEF09/ DATE 16/2010 6/2010 PRODUCER 603.224.2562 FAX 603.224.9012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Rowley Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE I39 Loudon Road HOLDER THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 511 Concord, NH 03302-0511 INSURERS AFFORDING COVERAGE NAIL# INSURED Wireless Construction, Inc. INSURERA: WesCo Insurance 40 Blake Road INSURERS: American Alternative Ins. Corp Standish, FIE 04084 INsuRERc: American Insurance Company INSURER D. Peerless Insurance Company INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE tSSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCR BED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AC/GREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D' POUCY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE DIYYW DATE D LIMITS GENERAL L WAULRY BI0091509692 09/19/2010 09/19/2011 EACH OCCURRENCE ' E 1,000, X CCMMERCWLGENERAL LIABILITY PREMISES occurrence $ 100,00) CLAIMS MADE Q OCCUR MED EXP(Any one person) $ 5,00 A X PERSONAL&ADV INJURY E 1,000,0 GENERAL AGGREGATE $ 2,000,0 GEN'L AGGREGATE LCMITAPPLES PER: PRODUCTS-COMPICP AGG $ 2,000.0 POLICY � LOC AUTOMOBILE LIABILITY B10091 SD9682 09/19/2010 09/19/2011 COMBINED)NCiE L[MR X ANYAUTO (Ea S 1,000,ON ALL OWNED ALTOS BODILYINJURY A X SCHEDULEDAUTOS (PaIRrson) S HIRED AUTOS BODILYINJURY I S NON-OWHED AUTOS (Per accident) X MCS90 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EAACCIDEN- S ANY AUTO OTHER TrLAN EA ACC S AUTO CNLY. AGG $ EXCESS I UMBRELLA LIABILITY 601-1200003719-00 09/19/2010 09/19/2011 EACH OCCURRENCE S 5,000,00 X OCCUR FICLANSMADE ($10,000 RETENTION) AGGREGATE $ 5,000.DO B U BRELLA IS FOLLOW FOR14 $ DEDUCTIELE C - SliX00014749071 09/19/2010 09/10/2011 EXCESS LAMB-OGC s 1,000, RE ENTI(W S ESS OVER PRIMARY LIMB_ EXCECSS UMB-AGG s 1,000,00 WORKERS COMPENSATION AnoN B10091509682 09/19/2010 09/19/2011 T YLIMIrs X ER AND EMPLAYERS.L1A81LITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE� E.L.EACH ACCIDENT S 1,000,00( A OFFICERfMENBER EXCLUDED? (Mandatary In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,00( MIA L PROV510N5 below Oe order PEG� £;_DISEASE-POLICYuetr S 1,000,0 SA e�ased/fterrted Eqpt. 8902406 09/19/2010 09/19/2011 $200.000 limit-$500 ded- DInstallation Floater 09/19/2010 09/19/2011 300,000 limit-10,000 ded. DESCRIPTION OF OPERATIONS J L:OCATIOM J VEHICLES J EXCLUSIONSADDED BY EHDORSEMETrr/SPECIAL P ROVISIONS Covering operations of the insured during the policy period. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRTBEDPOLICIES BE CANCER I E BEFORE THE EXPIRATION DATETHEREOF,THE SSUINGTNSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABCRY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES For Informational Purposes AUTHORIIZED REPRESENTATIVE �� ►�� Hel 1 en Hill/HSH AGORD 25(2009101) ©1988-2009 ACORQ CORPORAFIOFt--AA rights reserved. The ACORD mane and logo are registered marks of ACORD 13 Rc 21 10 10:19a Wireless Construction 12076425754 p.1 IRELESS CONSTRUCTION, INC. December 21, 2010 Town of Barnstable Building Department 367 Main Street Hyannis, MA-02601 To Whom It May Concern, Kyle Purington is a full time employee of Wireless Construction Inc. and is authorized to pull permits for our company_ If you have any questions or need additional information, please call me at(20-7)642-5751. Sincerely, _. 1 Douglas Wright Treasurer 40 Blake Rd. Standish, ME 04084 Rhone: (207)642-5751 Fax: (207) 642-5754 Dec 21 10 02:15p Wireless Construction 12076425754 p.2 'G Town of Bar s' table Reg' iaCory"rServices Thomas-F, Geiler, Director Thoiries perry,CBo . Bulldlog Commissioner 200 Main Street; Hyannis, MA 02601 www.town:bornsf obte,ma.us - Office, 508-8624038 Fax.• 508-790-6210 Property Owner Must Complete and Sign This Section If Using.A, Builder � Croiiq Compaw- LLC :- �.as awntr of•the subjectpropift i ' hereby authorize Kyle ParbMton to act on my behalF, in all tnateeers relative to work,authmiaod by this buildiagperrriit appbcation for. 1731 service > 6",_VemV HarnstaBle -(Aaldress of Job) Signs Qtvraer- . . D e print Name - if Prnperfy Oti'vner JS applying for jtermit,phase coirrpletelh Ko(neawhtrs License B�emp.146`Form art the " reverse side. �- Q:IWpFjtg POR bur7ding Pe mh tormaXPRFSS-doc RevispA 072110 J: Massachusetts- Dcpt irtmpot_61':Pubi Sat, $o.ti•d of BuiWin.i-ReadI ttions and St tndart�s Consfr`uctiorl5tiperyispr Lt i6N License GS". 103000 F'1 y �l Resfnfie -tA j KYLE PURINGTON �kf 0130 TIGERHILL ROAD L., OX-ORD,'ME 04270 " a •ii Expiration: 9/1M201Z o-•p unonisviii�et: :f= Tr#:'.103000' FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated 4-111 for the property located at /7,i SA,evl z AaAo w-r e- aaa,d r4A4a also known as casrzz rc7w6.4 have been reviewed by �,00,,,;✓ ��,,�..H� of the ❑ Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting & Rescue Access 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust / 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems Vol, 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms 17. Fire Protection Equipment Signage V", 18. Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria / L//We believe this document to be complete and compliant for the issuance of a building permit. TT Do 11YEST E-ARNSTI A9LE i F'iRE DEPARTMC.'1T ' f i t / O ..� ... E'k 25043 Ps 307 4:62353 . 1 1-30-2010 o"l 01 = 34co COPY HAHNSrABM 9 MAS& C� 059. Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 2010-042 - Crown Castle Modification of Variance No. 1989-021 (and as previously modified in Appeals No 2009-066) To allow Co-location of Communication Facilities on an Existing Tower Summary: Granted with Conditions Petitioner: Crown Castle, a/k/a Crown Atlantic Co., LLC Property Address: 1731 Service Road, West Barnstable, MA - ----�_ - - - -- -- Assessor's Map/Parcel: Map 194, Parcel 010 LATPUEPY ATTEST Zoning: Residential F Zoning District Recording Information: Variance No. 1989-021,- Book 7161 page 55Deed- Book 12225, page 311 Clark ABLE Relief Requested and Background: � --_ - This appeal sought a modification of an existing variance to permit the co-location of communication antennas on an existing communication tower and installation of related ground equipment. The subject property is an 89,910 sq.ft. lot accessed from the Service Road in West Barnstable. The property is owned by Crown Atlantic Co., LLC. The communication tower is a 160-foot lattice tower permitted by use and height Variance No. 1989- 021. According to plans submitted, the proposal is to co-locate three antennas mounted at 79 feet on the tower to be operated by "Clearwire", a customer of Crown Castle. Two 3 by 3-foot ground equipment cabinets are to be situated within the existing fenced enclosure. According to materials .submitted, Clearwire provides wireless internet service. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 22, 2010. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened October 27, 2010, at which time the Board found to grant the modification. Board Members deciding this appeal were, Michael P. Hersey, Craig G. Larson, Alex M. Rodolakis, Brian Florence and Board Chair, Laura F. Shufelt. Attorney Gregory Mercier represented the applicant. He presented a brief history of the permitting of the tower and noted that it had previously been modified for co-location in Appeal 2009-066. Attorney Mercier presented the plans for the tower and addressed the requirements of Section 240- 107 for wireless facilities noting that all have been met. A site plan has been reviewed and approved, Federal Communication Commission License issued and submitted to the file, and a structural analysis . b Tdwn of Barnstable,Zoning Board of Appeals—Decision and Notice Appeal No. 2010-042—Crown Castle- Modification of Variance No. 2009-066, 1989-021 i completed and filed. Also, the tower is legal by the 1989 Variance issued by the Board, all structures and equipment conform to district setback requirements and are screened from public view . Attorney Mercier addressed variance conditions. Tfie Board discussed the variance conditions and agreed that this is only a modification of the existing variance. Public comment was requested and no one spoke in favor or in opposition, The Chair noted a letter was submitted to the file from Mary P. Stegner-Andres of 240 Oak Street West Barnstable expressing several concerns. Those concerns were addressed by the applicant's representative and the Board determined to move the appeal forward. Findings of Fact and Decision: At the hearing of October 27, 2010, the Board unanimously made the following findings of fact: In Appeal 2010-024, Crown Castle, a/k/a Crown Atlantic Co., LLC wishes to modify Variance No. 1989-021. The modification seeks to co-locate on an existing communication tower, three panel antennas and a base cabinet for "Clearwire", a wireless internet provider. The existing tower is leased to Crown Atlantic Co., LLC., and is addressed 1731 Service Road, West Barnstable, MA. It is shown on Assessor's Map 194 as parcel 010-W00 and T00. It is in a Residence F Zoning District. Co-location on existing towers is strongly recommended by the Cape Cod Commission Regional Policy Plan, the Local Comprehensive Plan, and is encouraged by the Growth Management Department. Regarding Section 240-107, the applicant has submitted; a structural analysis by GPD Associates dated 10-22-10, a copy of the Federal Communications Commission (FCC) License, and a copy of the site plan review committee's approval letter dated September 2, 2010. The applicant has also demonstrated that the existing tower was legally established under zoning by Variance No. 1989-021 and the location of ground equipment conforms to the yard setbacks and will be screened from public view. Therefore, it was duly motioned and seconded to grant a modification of Variance No. 1989-021 to Crown Castle for the co-location and operation of communication equipment of Clearwire on the existing tower located at 1731 Service Road, West Barnstable, MA provided: The installation and operation is limited to that of three antennas mounted and associated ground equ.ipment as shown on plans submitted and approved by the Site Plan Review Committee entitled "Clearwire, 1731 ' Service Road Centerville, MA" as prepared for Clearwire by GPD Associates, dated August 12, 2010, and consisting of 10 sheets (T-1, A-1, A- 2, S-1, S-2, E-1, E-2, E-3, E-4, E-5). And, all other conditions of Variance No. 1989-021 shall remain in full force and effect except as modified herein. The vote was as follows: AYE: Michael P. Hersey, Craig G. Larson, Alex M. Rodolakis, Brian Florence, Laura F. Shufelt NAY: None 2 Town of Barnstable,Zoning Board of Appeals—Decision and Notice Appeal No. 2010;042—Crown Castle- Modification of Variance No. 2009-066, 1989-021 it Ordered: Appeal No. 2010-024 has modified Variance No. 1989-021. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. Laura F. Shufelt, Chair Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and. that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of ��V`�� �%y under the pains ar>.d penalties-..of p.nr;ury. Linda Hutchenrider, Town Clerk 3 ,ding Bard of Appd�as (ZBA) Abutter Lust f®rr ."-dap. rartieA of intgrest are those directly opposite subject lot on any public or private street or way i and abutters to abutters. Notification of all properties within 300 feet ring of the subject I,ot. CcLr LL Total Count: 17 Close Ln Z Map & Parcel Ownerl Owner2 Addressl Address 2 Mailing CitystateZip Country Deed a 174007007 MCDONOUGH, NEAL %PAWSEY, KEVIN J & 3 MINTON LANE W BARNSTABLE,. LISA MA 02668 23246/122 174007008 FIELD, JONATHAN H 2 MINTON LANE HYANNIS, MA &DANIELLE L 02601 21385/284 174007015 KOSCHE, EDWARD 25 MINTON LN W BARNSTABLE, A&SHIRLEY A MA 02668 USA 13955/232 174007016 CLARK, PATRICK C 15 MINTON LANE W BARNSTABLE, &AMY L MA 02668 14378/184 ALEXANDER, BURLINGTON 174007017 GEORGE P& BETTE 7 COOK RD MA 01803-1065 USA 14431/188 E 174007018' HAIDAR MURPHY, 60 BILTMORE W BARNSTABLE, 22130/243 RANA PLACE MA 02668 BRISTOL,JAMES E BARN WOODS W BARNSTABLE 174007X01 III TR HOMEOWNERS ASSN 60 BILTMORE PL MA 02668 USA 11456/005 TR BRISTOL,JAMES E BARN WOODS W BARNSTABLE, 174007X02 III TR HOMEOWNERS ASSN 60 BILTMORE PL MA 02668 USA 11456/005 TR 194001004 KAMERLENGO, JEAN 55 ALLAN RD W BARNSTABLE,MA 02668 USA 9388/319 194001005. COOMBS, FRANK A 71 ALLAN RD W BARNSTABLE, USA 8351/219 &HELEN A MA 02668 194001006 LIIMATAINEN, 85 ALLAN RD W BARNSTABLE, 12436/243 DAVID &DIANE MA 02668 194008T02 PACHECO, SHANE M 143 HA YES RD CENTERVILLE, 21121/31 MA 02632 194008W02 PACHECO, SHANE M 143 HAYES RD CENTERVILLE, 21121/31 MA 02632 194009 MCGRATH, JOHN F CLEARY JOHN D JR 9 SLEEPY HOLLOW SANDWICH, MA USA 15741/132 & LN 02563 194010T00 CROWN ATLANTIC PMB 353 4017 WASHINGTON MCMURRAY, PA 12225/311 CO LLC RD 15317 194010W00 CROWN ATLANTIC PMB 353 4017 WASHINGTON MCMURRAY, PA CO LLC RD 15317 12225/311 194011. STEGNER, MARY P 240 OAK ST W BARNSTABLE, USA 2313/298 MA 02668 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/1/2010. I -TOWN OF_BARNSTABLE-ZONINGBOAO...OF�APPEALS:.:;,: NOT.ICE.06 PUBLI6•HEARINGS UNDER=.a F - r ITHE:ZONING:ORDINANCE `' �. ',',. - •-- :.oCTOQER_2T,:T010�r;.?,:r<�;,'F=� ''i, .: To all.persons interested dar affeded;bya d adTgnS ofthe Zonr;f ing Board of Appeals;.you arehereby..•n'i&jursuaot;to ection:: 11 of Chapter 40A of the General:Laws Qf the Commonwealth.of-•: Massachusetts;and:all amendments.thereto;ahat:a-publichearingt;• on ihe.followng:appeals MI:be,held;on'Odobet 27;201Pat the-', time.indicated 7:,1.0 PM:;;:ApPeal.No:;2010-043:r a.,,,.:- ,:Oy§teiHafiors Club;_Inc +, ;. ;•ti � r,� �,;`.;,, _.:Dysfer Hartiors Clhb,.Inc.;:'has,;petitoned for a:S{iec-il,perrnity pursuant to_Sectwm 24Q 93 B:Alterahoh.and F�cpansiop:�U* �Nonconforrnirig,Buildings of StrvctureseNotcUsedas�Single�or:�J:, . Two-Famtly'Dwellmg`andSecbon240-948 Ezpansionof,aPyre=�� existing Noneonfonning UsedThe petfionerseeksto demoJish;an :.-exisbng 574square foot:chOdren's play center and to reconstruct a .•,larger;two-story structure of 2;506squarPeet for.the:playhteC•;, The budding and use is;agmssory,to the pnncipal nonconfonnmg useofatie.grapetty:asaclub.house:;.:The:piopetty is ad dressed;_; .170 Grarid Island,prne�Ostervdle MAand is shown on Assessor's map 053 as.parce1012-001c;1t is in a Residence F,1iZornng,pisincf Crown Castle w r Crown Castle alkla Crown AflanUcCo LLC has applied fora v. modification.of.Variance N0`;.198 021;as pieyiouslymodfiid:inr Appeals Nos 2002 034.and 2009-066 bThls;...... ton seeks to co-locate:;on?an;exist�ng commu�tcaUon;tower three panel:. antennas a d a base cabinet fo'r,°Clearwire,,a Hnreless ntemet,r- provider.The eicisting tower is.leasedto:.CrowuQOantic:CoLLC; and is addressed 1731MServtce�Road West Bamstable(•fultl,it is,+ shown an Assessor s Map 194ras parcel 010;Va100 and TOQr.It is in 3. a Residence FZoning:Qistnct .�a a i ' ',rk-1 s Yi:'t isv hit. . aF y t t is These public hearings wall be -aft he.he,Barnstable Town Kall„; 387MainStreet,Hyannis MA Hearing Room 2�dFloor>Wednesday - • Octobgi 27 2010 :PIa6s and applicabbns maybe reviewed at the TOWN OF BAR�ISTAB'LE,ZONING BOARDtQp APPEALS M ; Zoning Board ofAppeals Office-Growth Management Department , ": T .NOTICE OF PUBLIC HFJ1tiINGS UNDER r� TownrOffices 200 Mam Street Hyannis MA i '; �F�4�ii Jt { ZONINGtORDINANCE Zo ng Board oflAuraf elAppeals q� c�OCT,OlEl 2010 The Barnstable Patnot: r >To all personsmterested m or a(fect@d by the,adrolrs ofthe Zon t October .8 and Octdber,l5'2610 ' �ng�Boar51 gf�Appeals ybu are fiereb'ypgbfied pursuant to$e4t�on 1.1 0(C�apter 40A o}the Gerferal Caws of the,Comrnonweahh oft `'~ Massachusetts acid all amendment theretoT"t a public heanng ori�Fi-erfolyow�'�,ng appealsrlydl be`tield„ons`potobeC2T';2010at ttie hige�indirated�f 'ri* ramM. 3iii,R 710'PMyAppeal�lo�2010-043�ya �� ,y,,, 7 , Oyster�larbQrs Ciub,;Iric ,N t.' x ,t v � rrcf Oyster Harbors Club,�lnc hasspetrboned for aa4Special Perrmt Pursuant totS:ectior! 24%93:B;;Alteration*arid':Ez ansion gf as N66goRfonmrig�6tiil8gig"s qr,Structure{Noi:Wsedi,astojngle-o!r f TWo-Farnlly t�Welling-?,a 5ecboh,224(V B Ficp#tsjgo4!A Fre ,I a ezispngNorjnfgglting UseTh`�e petdrogel seeks to-dOmol�h an 3 eztsbng till;square f�ogt ildren s play cenfet antl to reconsWd a Jarger�two�stgry structure o 2506 square feetiforihO-W center '. .The building and use i�accessory�to tf�e� napal nonconfotmigg use of Hje ptgperty as a6dub house>The prrdpelty�s addressed 1.Z0 GraOdJslarLd Drnel pWrville,Mlaand. shown oa/�sse$sor s .:Ymep 053 as Qarce1Al2-00t3It rs w Residence F 62.0"n g Dlstii }r' yT 20 PAPPeaI No. Q10442 (;"SVI��CaSttB.J - f •^^_,,,t? F CSownCasye ta�(I dartrowri'Atjanbc Co LLG has applied Jora,, f modficallonfAFvana jpe N ti�SB$-02&as pn:wousty tpodrfied m f Appeals l oskbk0 .b34,and 2001A66,-4This1,m6d'ficaUon seeks a to,c looatr£jon,an ezistrngRcommunicatton tower th& panel .i anten�as�and��base cabi3net foie Cleatw7re*a vnreless ittternet ' piovrderp,�he.ex�sbng tb�ver isieased to Crown,Atlanbc Co LLC , and tstwd�esse i1,�3jrSennce Road YVest Bamstablet MA It Is shown on Assessor s Map 194�s parcel 010 W 0 and T00.It Is m a_Resldence,Fonmg Disincr g These pub jfchr< n�gs well be.held at the Barnstable"Town Half 367MO6S eet Hyahms,M sildr,ari0.1-i60 k Floor We..h*ay :'October272010,Plansand"apphcatohsmay.be�revrewedatthe I Zoning Board ofApoeals Office Growth Ma�agementDepartrngnt r tr Towgflfii s 2 OMeettifiyannis� b_R `n `"'Laura Shufel Cliau • - The Barnstable Patnot� '��`'`�-} r g t$ � _ :- • - - -October 8 and October 15,20?l}K "�-�Y= e`•'�tt�' Crown Castle international Corp. Consolidated Subsidiaries AirComm of Avon,L.L.C. Crown Castle Towers 09 LLC Atlantic Coast Communications,Inc. Crown Castle Towers LLC AZ-CLEC LLC Crown Castle USA Inc. CA-CLEC LLC Crown Communication Inc. CC Castle International LLC Crown Communication New York,Inc. CC Finance LLC Crown Mobile Systems,Inc CC Holdings GS V LLC DC-CLEC LLC CC Site Acquisitions II LLC FL-CLEC LLC CC Towers Guarantor LLC Global Signal Acquisitions II LLC CC Towers Holding LLC Global Signal Acquisitions III LLC CCGS Holdings LLC Global Signal Acquisitions IV LLC CCPE Acquisitions LLC Global Signal Acquisitions LLC Coastal Antennas LLC Global Signal GP LLC Comsite Venture,Inc. Global Signal Holdings III LLC Coverage Plus Antenna Systems LLC Global Signal Holdings IV LLC Crown Atlantic Company LLC Global Signal Operating Partnership,L.P. Crown Castle Atlantic LLC Global Signal Services LLC Crown Castle Augusta LLC GoldenState Towers,LLC Crown Castle Australia Holdings Pty Ltd GS Savings Inc. Crown Castle Australia Pry Ltd GSPN Intangibles LLC Crown Castle BP ATT LLC High Point Management Co.LLC Crown Castle CA Corp. ICB Towers,LLC Crown Castle Europe LLC IL-CLEC LLC Crown Castle GS III Corp. IN-CLEC LLC Crown Castle GT Company LLC In SITE Fiber of Virginia,Inc. Crown Castle GT Corp. InSITE Solutions,LLC Crown Castle GT Holding Sub LLC Interstate Tower Communications LLC Crown Castle International Corp. Intracoastal City Towers LLC Crown Castle International Corp.de Puerto Rico JBCM Towers LLC Crown Castle International LLC MA-CLEC LLC Crown Castle Investment Corp MD-CLEC LLC Crown Castle Mexico,S.A.de C.V. Mobile Media California LLC Crown Castle MM Holding Corp. Mobile Media National LLC Crown Castle MM Holding LLC Modeo LLC Crown Castle MU LLC New Path Networks, Inc. Crown Castle MUPA LLC New Path Networks, LLC Crown Castle Nevada LLC NJ-CLEC LLC Crown Castle Operating Company NV-CLEC LLC Crown Castle Operating LLC NY-CLEC LLC Crown Castle Orlando Corp. OP LLC Crown Castle PR LLC PA-CLEC LLC Crown Castle PT Inc. Pinnacle San Antonio L.L.C. Crown Castle Puerto Rico Corp. Pinnacle St.Louis LLC Crown Castle Solutions Corp. Pinnacle Towers Acquisition Holdings LLC Crown Castle South LLC Pinnacle Towers Acquisition LLC Crown Castle Towers 05 LLC Pinnacle Towers Asset Holding LLC Crown Castle Towers 06-2 LLC Pinnacle Towers Canada Inc. Pinnacle Towers III LLC Pinnacle Towers Limited Crown bwitle International Corp. Consolidated Subsidiaries Entity Name September 2010 Pinnacle Towers LLC Pinnacle Towers V Inc. Radio Station WGLD LLC SC-CLEC LLC Shaffer&Associates,Inc. Sierra Towers,Inc. Thunder Towers LLC Tower Systems LLC Tower Technology Company of Jacksonville LLC Tower Ventures III,LLC Towers Finco II LLC Towers Finco III LLC Towers Finco LLC TVHT,LLC VA-CLEC LLC WA-CLEC LLC Town of Barnstable cF'THE TO 200 Main Street,Hyannis,Massachusetts 02601 ' STAgLE. ' Regulatory Services Thomas F. Geiler, Director 1639• ��� r��raBuildin Division Tom Perry, Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us September 2, 2010 D IJ Crown Castle i c/o Jason Mayo p RECD 3530 Toringdon Way, Suite 300 SEP 1, Charlotte, NC 28277 B Y RE: Site Plan Review# 030-10 1,731 _Service Road, & lie,_MA_-_,Map 194, Parcel 010 WOO & TOO Proposal: Clearwire, a wireless internet provider, to locate equipment on existing tower: 3 small panel antennas and a 3 ft. x 3 ft cabinet on the ground. Dear Mr. Mayo: Please be advised that the above-referenced proposal was found to be administratively approvable subject to the following: • Approval is based upon plans entitled "Clearwire,1731 Service Road, Centerville, MA" prepared for Clearwire by GPD Associates, 10 Sheets, dated August 8, 2010 with final revisions August 12, 2010. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required. • Modification of the existing use variance must be obtained from the Zoning Board of Appeals. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240- 104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry,-Building Commissioner SPR file ZBA File Enclosure: Check- $400.00- returned for resubmission of 3 separate checks totaling $450.00 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel LU 06 Application I Health Division 'Date Issued �; t Conservation Division ;Application Fee LA Planning Dept. Permit Fee Date Definitive.Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis ' Project Street Address `�C�U t CC' M C:e, Tb(,l i Q Village u Owner C<-Ow•n. )! O.dl C Address 71_°1 ' a aS� Telephone Il �)j � m 'MlUf.ra.J ; P� Permit Request `1f X 11 1) 19 O-P e>65 n9 a c,�OtA CAA 11 c W 6neS• fo ►cI 0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 10 Q 00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other p Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood oal stove❑Ye_s ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑anew csize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: :, w � ca Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Ce_k1 -16 Lkj-eX' Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ahn imC'G9,� CV�6u Telephone Number Address �q gfaf�-�� S-�. License # Home Improvement Contractor# Worker's Compensation #1& ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 17� t.0 1 i\P 1Cf; 5 U' (CV0 5f SIGNATURE DATE —I jf !t` FOR.OFFICIAL USE ONLY j APPLICATION# a DATE.ISSUED i i ,MAP/PARCEL ADDRESS VILLAGE OWNER t , r DATE OF INSPECTION: iF FOUNDATION FRAME INSULATION.. FIREPLACE _ ELECTRICAL: ROUGH- FINAL PLUMBING: ROUGH FINAL 'ROUGH C-, FINAL -_ FINAL B.U}LD.IN.GL DATE-CLOSED OUT ASSOCIATION PLAN.NO. i The Commonwealth of Massachusetts Department of Industrial Accidents A',; Office of Investigations 600 Washington Street Boston, MA 02111 ` www.mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leyibly Name (Business/Organization/Individual): � UG�Ce ` ���l), l �in4 y C0 Address: `"f &OLA le 14 City/State/Zip:�6q (\ q Oo�y-7�/ Phone : ~] I - I a 1 Are ou an employer? Check the appropriate box: Type of project(required): 1.X1 am a employer with 3d 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_ I ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. [:1 We are a corporation and its officers have exercised their 10.0 Electrical.repairs or additions required.] of 3.❑ I am a homeowner doing all work right of exemption per MGL I I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12.❑ Roof repairs insurance required.) t employees. [No workers' 13.NOtherTeAP-CQ r-- comp. insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information- Insurance Company Name,: � Q 'pt U 5� u<- a Y1 e.e— l n k io ut Policy#or Self-ins. Lic. #: r�, O ) 05S SS Expiration Date: 1 ' 3 _ p( Job Site Address: �ff U\ce \L-F? City/State/Zipfxa�16 �(\� Attach a copy of the workers' compensation policy,declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify V the pa and p tie jpe (hat the information provided above is true and correct Si ature: �/` ' ( Date: S- Phone#: Official use only. Do not write in this area, to be completed by city or town official I City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2: Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other ~`'1 CERTIFICATE OF LIABILITY INSURANCE DATE 1/24/ 2011� +�, -'' �' O1/24/2011 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 NAME:CONTACT VP, CIC,LIA, Michael Tarpey Tarpey Insurance Group Inc ac°ONN Eli: 617.527.6070 a� Ne:617.S27.1980 343 Washington St. E-I REss: Newton, MA 024S8 PRODUCER CUSTOMER ID#: VP, CIC,LIA, Michael Tarpey INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: Norfolk & Dedham 23965 Structure Consulting Group, Inc. INSURERB: Twin City Fire Insurance Co 294S9 49 Brattl a Street INSURER C: Arlington, MA 02474 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2011-2012 Term REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMBS LTR INSR WVD POLICY NUMBER MM/DD MM/DD GENERAL LIABILITY R0105 S 5 10/05/2010 10/05/2011 EACH OCCURRENCE $ 1,000,000. X COMMERCIAL GENERAL LIABILITY DAMAGE TO PREMISES Eaoccurre RENTED nce $ 50100 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5100 A PERSONAL&ADV INJURY $ 11000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,001 X POLICY JEa LOC $ AUTOMOBILE LIABILITY 91022321 01/06/2011 01/06/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,00 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ A X SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR U0908417 10105/2010 10/05/2011 EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DEDUCTIBLE $ X RETENTION $ 10,00 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN 08WECNN659 01/03/2011 01103/2012 X ORY LIMITSOTH- ER ANY B OFFICER/MEMBER EXCLUDED?ECUTIVE❑ N/A E.L.EACH ACCIDENT $ ZOO,OO (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,00( If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ S00,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,It more space Is required). 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 For Illustrative Purposes Michael Tarpey, VP, CIC,LIA ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD fiVVlxUT. AGENCY CUSTOMER ID: LOC#: ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Tarpey Insurance Group Inc Structure Consulting Group, Inc. POLICY NUMBER Arlington, MA 02474 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORMTITLE: ACORD Certificate of Liability Insurance Garage Liability INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ Automobile Liability INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) A Excess/Umbrella Liability INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS A $ Other Liability INSR POLICY EFFECTIVE POLICY EXPIRATION LTR POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • G R O U P May 20,2011 Barnstable, MA Town Hall 367 Main St. Hyannis, MA 02601 To Whom It May Concern: Structure Consulting Group employs John McGillicuddy and Eric Wainwright. All employees, including John and Eric, are covered by the Structure Consulting Group Insurance. Please see copy of Insurance attached. Please contact me with any questions. Q Steven Bozkurtian Steven A. Bozk urtian President Structure Consulting Group, Inc. 49 Brattle Street Arlington, MA 02474 O: 781-791-7724 Ext. 11 M: 617-448-2470 F: 781-791-7704 L �la,sac hIs( U(I�arlincul nl Public ti; Horird of 131fildinL Kt•�� ifcl� Construction supervisor License License: CS 78888 JOHN G MCGILICUDDY 14 BENNINGTON STREET QUINCY, MA 02169 !: Expiration: 7/11/2012 ( �numiwi�m:•r T r#: 207 ofTti Town of Barnstable Regulatory Services s Thomas F.Geiler,Director 'Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862•-4038 Fax: 50$-790-6230 Property C+wtier Must Complete and Sign This Section If Using A B uilder La a ,je as Owner of the mbje' ct.piDpeA7. hereby authorize�hr\ Mc co'I`%C.Ua V to act ou my,behaX ia all mattrm relative to work authorized by this boding permit application for. (Address of Job) j Signature of Owner Date V/s'1 Print Name If PropegOwner is applying for permit please complete the Homeowners License Exemption Form on'the reverse side. Q:FORMS:OWNERPERMISSION Loop Up Print Page 1 of 3 . Owner Information -Map/Block/Lot: 194/010 WO Use Code: 4310 Owner Owner Name CROWN ATLANTIC CO LLC Co-Owner Name PMB 353 Property Address Owner Mailing Address 1731 SERVICE ROAD 4017 WASHINGTON RD MCMURRAY, PA. 15317 Map/Block/Lot 194/010/WOO . Assessed Values 2011 -Map/Block/Lot: 194/010/WOO -Use Code: 4310 2011 Appraised Value 2011 Assessed Value Past Comparisons Building $ 20,100 $20,100 Year Total Assessed Vali Value: Extra $ 0 $ 0 2010 - $ 365,100 Features: Outbuildings: $ 81,300 $ 81,300 2009 - $ 389,700 Land Value: $261,200 $ 261,200 2008 - $ 383,900 2007 - $ 383,900 2011 Totals $362,600 $362,600 2006 - $ 385,900 . Tax Information 2011 -Map/Block/Lot: 194/010/WOO -Use Code: 4310. Fire District Rates Town Residential Barn FD -All Classes $2.31 $8.05 Taxes C.O.M.M-All Classes $1.33 Town Commercial W.Barnstable FD Tax(Commercial) $ 848.48 Cotuit FD -All Classes $1.68 Community Preservation Act Tax $ 79.19 Hyannis-Residential $2.04 Hyannis -Commercial $3.24 $7.28 Town Tax(Commercial) $2,639.73 $3,567.40 W Barnstable - $2.65 Residential W Barnstable - $2.34 Commercial . Sales History -Map/Block/Lot: 194/010/WOO -Use Code: 4310 History: Owner: Sale Date Book/Page: Sale Price: CROWN ATLANTIC CO LLC Apr 27 1999 12:OOAM 12225/311 $285,670 CELLCO PARTNERSHIP Dec 24 1997 12:OOAM 1 1 135/099 $250,000 KUHN, CHRISTOPHER P Dec 6 1996 12:OOAM 10514/ 158 $ 1 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/063 $4,444 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/055 $22,040 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/053 $21,040 http://town.bamstable.ma.us/Assessing/print.asp?searchparcel=194010W00 8/5/2011 r Look Up Print Page 2 of 3 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/061 $4,444 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/059 $4,444 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/057 $ 11,020 CONANT, FRED D& Mar 15 1984 12:OOAM P63244 $0 . Sketches -Map/Block/Lot: 194/010/WOO -Use Code: 4310 4= AsBuilt Card N/A . Constructions Details-Map/Block/Lot: 194/010/WOO-Use Code: 4310 Building Details Land Building value $20,100 Bedrooms 00 USE CODE 4310 Total Improvements Value $25,108 Bathrooms 0 Full Lot Size(Acres) 1.46 Model Commercial Total Rooms Appraised Value $261,.' Style Recreat Outbldg Heat Fuel None Assessed Value $261. Grade Average Heat Type None Year Built 1990 AC Type None Effective depreciation 20 Interior Floors Concr Finished Stories 1 Interior Walls Minimum Living Area sq/ft 286 Exterior Walls Concr/Cinder Gross Area sq/ft 286 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp . Outbuildings & Extra Features-Map/Block/Lot: 194/010/WOO-Use Code: 4310 Code Description Units/SQ ft Appraised Value Assessed Value FNC3 FENCE-6' CHAIN 190 $ 2,300 $2,300 TOWER 160 $ 79,000 $ 79,000 http://town.bamstable.ma.us/Assessing/print.asp?searchparcel=19401 OW00 8/5/2011 Loop Up Print Page 3 of 3 . Sketch Legend Property Sketch Legend AOF Office, (Average) FTS Third Story Living Area (Finished) SFB Base, Semi-Finished BAS First Floor, Living Area FUS Second Story Living Area TQS Three Quarters Story (Finisf (Finished) BMT Basement Area GAR Garage UAT Attic Area (Unfinished) (Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story (Unfinished) CAN Canopy MZi Mezzanine, Unfinished UST Utility Area (Unfinished) FAT Attic Area (Finished) MZ2 Mezzanine, Semi-finished UTQ Three Quarters Story (Unfinished) FBM Finished Basement MZ3 Mezzanine, finished UUA Unfinished Utility Attic FCP Carport PAT Patio Outbuilding Listed UUS Full Upper 2nd Story (Unfinished) FEP Enclosed Porch PTO Patio WOK Wood Deck FHS Half Story (Finished) REF Reference Only WKO Wood Deck Outbuilding Listec FOP Open or Screened in Porch SDA Store Display Area http://town.bamstable.ma.us/Assessing/print.asp?searchparcel=194010W00 8/5/2011 Loop Un Print Page 1 of 2 . Owner Information -MapBlockLot: 194/01 T00 -Use Code: 4310 Owner Owner Name CROWN ATLANTIC CO LLC Co-Owner Name PMB 353 Property Address Owner Mailing Address 1731 SERVICE ROAD 4017 WASHINGTON RD MCMURRAY, PA. 15317 Map/Block/Lot 194/010/TOO . Assessed Values 2011 -Map/Block/Lot: 194/010/TOO -Use Code: 4310 2011 Appraised Value 2011 Assessed Value Past Comparisons Building $ 0 $ 0 Year Total Assessed Vali Value: Extra $ 0 $0 2010 - $ 39,600 Features: Outbuildings: $ 0 $ 0 2009 - $28,100 Land Value: $29,700 $29,700 2008 - $28,100 2007 - $28,100 2011 Totals $29,700 $29,700 2006 - $28,100 . Tax Information 2011 -Map/Block/Lot: 194/010/TOO-Use Code: 4310 Fire District Rates Town Residential Barn FD -All Classes $2.31 $8.05 Taxes C.O.M.M-All Classes $1.33 Town Commercial C.O.M.M.FD Tax(Commercial) $ 39.50 Cotuit FD -All Classes $1.68 Community Preservation Act Tax $ 6.49 Hyannis -Residential $2.04 $7 28 Town Tax(Commercial) $216.22 Hyannis -Commercial $3.24 $262.21 W Barnstable - $2.65 Residential W Barnstable - $2 34 Commercial . Sales History-Map/Block/Lot: 194/010/TOO-Use Code: 4310 History: Owner: Sale Date Book/Page: Sale Price: CROWN ATLANTIC CO LLC Apr 27 1999 12:OOAM 12225/311 $285,670 CELLCO PARTNERSHIP Dec 24 1997 12:OOAM 1 1 135/099 $ 250,000 KUHN, CHRISTOPHER P Dec 6 1996 12:OOAM 10514/ 158 $ 1 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/063 $4,444 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/061 $4,444 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/059 $4,444 http://town.bamstable.ma.us/Assessing/print.asp?searchparcel=19401 OT00 8/5/2011 Loop Up Print Page 2 of 2 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/057 $ 11,020 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/055 $22,040 KUHN, CHRISTOPHER P Jun 15 1990 12:OOAM 7184/053 $21,040 CONANT, FRED D Mar 15 1984 12:OOAM P93244 $0 . Sketches-Map/Block/Lot: 194/010/TOO -Use Code: 4310 A sketch is not available for this parcel. AsBuilt Card N/A . Constructions Details-Map/Block/Lot: 194/010/TOO -Use Code: 4310 Land USE CODE 4310 Lot Size(Acres) 0.67 Appraised Value $ 29,700 Assessed Value $29,700 Construction details are not available for this parcel. . Outbuildings& Extra Features-Map/Block/Lot: 194/010/TOO-Use Code: 4310 There are not any extra building features on record at this time. . Sketch Legend Property Sketch Legend AOF Office, (Average) FTS Third Story Living Area (Finished) SFB Base, Semi-Finished BAS First Floor, Living Area FUS Second Story Living Area TQS Three Quarters Story (Finisf (Finished) BMT Basement Area GAR Garage UAT Attic Area (Unfinished) (Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story (Unfinished) CAN Canopy MZ1 Mezzanine, Unfinished UST Utility Area (Unfinished) FAT Attic Area (Finished) MZ2 Mezzanine, Semi-finished UTQ Three Quarters Story (Unfinished) FBM Finished Basement MZ3 Mezzanine, finished UUA Unfinished Utility Attic FCP Carport PAT Patio Outbuilding Listed UUS Full Upper 2nd Story (Unfinished) FEP Enclosed Porch PTO Patio WOK Wood Deck FHs Half Story (Finished) REF Reference Only WKO Wood Deck Outbuilding Lister FOP Open or Screened in Porch SDA Store Display Area http://town.bamstable.ma.us/Assessing/print.asp?searchparcel=194010TOO 8/5/2011 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel to 00D . Application # Health Division Date Issued Conservation Division Application Fee 6 a-�--7 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Q Historic - OKH Preservation / Hyannis Project Street Address t C.t. Village ° Owner C.Muin f�+10a\�!G C,0• Address L101-7 wa�Sl��n4�n Zd Telephone 791 970 -dOnO -_TQLf0. 1`Rr�c�� -mVf"rCy PA .Permit Request o W CLp (o c-p IQ e ),41 nQ amAe nnQS L31A� y-AeA.A) CS n?.S- �AA 3 '/Ra_61C> ge0 (�s C�-1 6T2hC-rloo box �b g.Ic'caye Hf-8,a .1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new .Zoning District Flood Plain Groundwater Overlay ag�_Project Valuatio Construction TypeZ)ELpM e-ZU P Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including bath# existing new First Floor Room Count 0 0 0. Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other M N - Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood coal stov�''e-: ❑ s ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑1 existing `� newer size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: - !:04 c? o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o Commercial XYes ❑ No If yes, site plan review# Current UseC,ek\ INA'r-P�c' Proposed Use no) zr�,, -Q_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1 5�-('�a Y Name��,� ZT�;A�► CU 66\1 Telephone Number (Q Address 4� &ak"t- t . License # 09t-ll 4 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 SIGNATURE DATE '� 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t MAP/PARCEL N0. - �. ADDRESS - ' VILLAGE OWNER ' DATE OF INSPECTION: wPFOUNDATION: ti FRAME INSULATION ' FIREPLACE '•� ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL ' 6AS: ROUGH FINAL 4 4 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO: F The Commonwealth of Massachuset& Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass-gov/diia Workers' Compensation Insurance Affidavit: Builders/Contractors/ElectricIans/Plumbers Applicant Information Please Print L 'bl Name(Business/Organization/Individual): U � C,G�SUI •1 C_O Address: Ci ' /State/ : e)a q 7 V Phone#: ——] Are ou an employer?Check t6 appropriate box: 7 I. I a a employer with 30 4. (] I am a general contractor and I Type of Project(required): m employees(full and/or part-time).• have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet 7. ship and have no employees These sub-contractors have Remodeling 8'working for me in any capacity. employees and have workers' Demolition (No workers'comp. insurance comp. insurance.' 9. ❑Building addition 3.❑ required.) 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions I am a homeowner doing all work officers have exercised their •& myself.[No workers'comp, light of exemption per MGL 11.0 Plumbing repairs or additions 3a.❑ insurance required.)t C. 152,§1(4),and we have no 12.0 Roof repairs I am a homeowner acting as a employees.[No workers' 13.VotherS(,� yy� general contractor(refer to#4) e C01rIp.tnsllr'dnCe[equired.) �y applicant that checks box#1 must also fill out the section below showing their workers•co �aao>t olicy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractor must submit anew affidavit indicating such. 'Contractors that check this box must attached an additional sheet showingthe the M&b_c employees. If the sub•contrsctors have employees,they must provide their workers,cfomp•polity� cod state whether or not those entities have number. and am an employer that is providing workers'compensation insurance for my employees: Below is the polity gird Job site informadom _ Insurance Company Name: Lp �- Policy#or Self-ins. Lic.#:_ �� I O Is�s lsS — q Expiration Date: Job Site Address: I I ( U 1 L d City/State/Zip: Q r o a�(Q ,� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal fine up to$1,500.00 and/or one imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine penalties of a oil'up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage erification. I do hereby eerdft under the pains and nal erJrrry that the infortmation provided above is true and cornet 61 9g� EOther only. Do not write in this area to be eonrpleted by city or town official n- Permit/License# ority(circle one). ealth 2. Building Department 3.City/Town Clerk 4.Electrical Inspector S. Plumbing Inspector on: Phone#: r ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) O1/02/2013 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 IINSURER VP, CIC,LIA, Michael Tarpey Tarpey Insurance Group Inc 617.527.6070 617.527.1980 o Ern: (A/C,No 343 Washington St. SS: Newton, MA 02458 INSURER(S)AFFORDING COVERAGE NAIC 0 VP, CIC,LIA, Michael Tarpey A: Norfolk & Dedham 23965 INSURED Structure Consulting Group, Inc. INSURERS: Twin City Fire Insurance Co 29459 49 Brattle Street INSURERC: Axis Surplus Insurance Co Arlington, MA 02474 INSURER0: INSURER E: I INSURER F: COVERAGES CERTIFICATE NUMBER: 2013-2014 Term/w E& 0/HL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR WVD POUCY NUMBER MMIDDIYYYY MMMD/YYYY LIMITS GENERAL LIABILITY ROIO555 10/05/2012 10/05/2013 EACH OCCURRENCE $ 1,000,000. X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ S0,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) S S,00 A PERSONAL&ADV INJURY S 1,000,00 GENERAL AGGREGATE S 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,00 X POLICY JECOT LOC S .AUTOMOBILE LIABILrTY 91022321 01/06/2012 01/06/2013 OMIF Ent $ 1,000,000 ANY AUTO BODILY INJURY(Per person) S A ALL OWNED X SCHEDULED BODILY INJURY Per accident) S AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED $ AUTOS Per accident $ X UMBRELLA LWB X OCCUR U0908417 10/05/2012 10/05/2013 EACH OCCURRENCE $ 5,000,00( A EXCESS LIAB CLAIMS-MADE AGGREGATE $ S,000,00( DED X RETENTIONS 10,000 S WORKERS COMPENSATION 08WECNN659 01/03/2013 01/03/2014 X AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIyEI-� $E.L.EACH ACCIDENT 1, B OFFICER/MEMBER EXCLUDE I N I N I A r 000 r 00 D? (Mandatory In NH) l '' E.L.DISEASE-EA EMPLOYE $ 1,000,000 D E SCRIPTIO If yes, PTIO underN OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 Errors and Omissions MG-83478 05/07/2012 05/07/2013 Each Claim- $1000000 C Aggregate- $1000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space is required) 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 For Illustrative purposes only Michael Tarpey, VP, CIC,LIA 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1 • G R O U P May 20, 2011 Barnstable, MA Town Hall 367 Main St. Hyannis, MA 02601 To Whom It May Concern: Structure Consulting Group employs John McGillicuddy and Eric Wainwright. All employees, including John and Eric, are covered by the Structure Consulting Group Insurance. Please see copy of Insurance attached. Please contact me with any questions. Steven Bozkurtian Steven A. Bozkurtian President Structure Consulting Group, Inc. 49 Brattle Street Arlington, MA 02474 O: 781-791-7724 Ext. 11 M: 617-448-2470 F: 781-791-7704 f J Kai�" LLh� � 0►�GL1i1 aC� �5 p�S �( __DW VL. B. NEW BUSINESS (Refer to public heari4 o8/oi/13) BARNSTABLE TOWN COUNCIL ITEM# 2013-126 INTRO: 04/25/13, 07/11/13 2013-126 AMEND THE ZONING ORDINANCE CH. 240, ARTICLE X PERSONAL WIRELESS COMMUNICATION ORDERED: That Chapter 240,Article X Personal Wireless Communication of the Zoning Ordinance is hereby amended as follows: §240-108.Antennas permitted by special permit in all zoning districts. This section is amended by deleting the word "or" after the word "building"; deleting the words "other than a" after the word"structure";and Adding the word"or"after the word"structure"in the second line. The amended section would then read: Except where permitted as of right in § 240-109 below, in all zoning districts, an antenna mounted or located on any existing building, structure or communications tower may be permitted by special permit from the Zoning Board of Appeals, provided that no antenna exceeds the height of the existing structure by more than 12 feet, unless the Board finds that additional height is necessary to provide coverage, and the additional height will not be visually intrusive upon the surrounding area. §240-109. Antennas permitted as of right in all zoning district. Antennas permitted as of right in all zoning district shall be as follows: This section is amended by adding new subsection A and re-numerating existing subsection A,B,C,D,E and F to B,C,D.E.F and G to accommodate the insertion of the new subsection A New subsection A to be inserted would read as follows: A. Co-locations of antennas and customary appurtenant equipment on an existing communications tower lawfully permitted for the purpose of supporting FCC-licensed antennas, subject to compliance with Section 240-107 and the following standards: i. The antenna shall not increase the height of the communications tower. ii. The antenna shall not extend out from the tower more than technically necessary for proper operation. iii. The Applicant shall submit a structural analysis prepared and stamped by a registered professional engineer licensed to practice in the Commonwealth of Massachusetts demonstrating that the communications tower has sufficient structural capacity for the installation. The analysis shall include information about all antenna installations on the tower. iv. Ground-mounted accessory equipment shall be located within an existing equipment shelter or an area fully screened in accordance with subsection 240-107(F). Page 14 of 29 f 2013-126 (Continued) The following subsections would be re-numerated as follows: B.A-. An antenna and/or tower used in accordance with the terms of an amateur radio service license issued by the Federal Communications Commission provided that any facility tower is not licensed or used for any commercial use, subject to all the requirements of§ 240-8,Exempt uses. C.B-. Television and radio antennas, including satellite dishes not exceeding a diameter of four feet, for personal use, accessory to a residential use,or to provide entertainment for a single business such as a restaurant. D.E An antenna completely enclosed within an existing structure other than a communications tower, provided that the associated equipment or base transceiver station is located within an underground vault, or within an existing building or addition thereto,other than an equipment or base receiver shelter. E.D-. An antenna located upon the roof of an existing building or structure other than a communications tower, provided that the antenna does not exceed a height of 12 feet, and provided that the equipment shelter is set back from the roof edge a distance equal to the height of the equipment shelter F-.E-. An antenna located on a water tower belonging to a public water supply utility, by permission of the water utility, not to exceed the height of the water tower by more than 12 feet, except that the Zoning Board of Appeals may by special permit increase the height of the antenna up to 20 feet where the location of the water: tower and design of the antenna is such that it will not be visually intrusive upon the surrounding area. G.l Antennas located on existing utility stanchions, not to exceed a height of 12 feet above the utility stanchions, located within a Commonwealth Electric Company easement, with permission of the landowner to location and maintenance of an equipment or base receiver station shelter, or submission of recorded easement language demonstrating the right to install an equipment or base receiver station for a wireless communication facility. SPONSOR: Councilor Janet S. Joakim DATE ACTION TAKEN Read Item Rationale Council discussion Move/vote Page 15 of 29 BARNSTABLE TOWN COUNCIL ITEM# 2013-126 INTRO: 04/25/13, 07/11/13 SUMMARY TO: Town Council FROM: Councilor Janet S. Joakim THROUGH: Jo Anne Miller Buntich, Growth Management Director DATE: April 3, 2013 SUBJECT: Amending the zoning ordinance to update the permitting process for wireless antenna on existing telecommunication towers SUMMARY/ANALYSIS/RATIONALE: The purpose of this ordinance amendment is to update the permitting process for telecommunications companies to locate a wireless antenna on an existing telecommunications tower. The current zoning regulations require a modification of the telecommunications tower special permit or variance prior to installation of an additional antenna. This process is time and resource intensive for Town regulatory staff, the Zoning Board of Appeals, and private wireless service companies. Consumer demand and technology advances continually prompt wireless companies to replace and amend antennas installations. It is best practice to incentivize wireless carriers to locate antennas on existing towers or even other facilities. This practice reduces the likelihood of new tower construction. This amendment updates Article X of the Zoning Code: Personal Wireless Telecommunication to allow antennas to be co-located on lawfully existing communications towers as of right without relief from the Zoning Board of Appeals. New antennas would however be thoroughly reviewed during the Site Plan Review and Building Permit processes. These administrative processes incorporate all reviews necessary to ensure that tower structures have sufficient structural capacity to accommodate the new antenna and that antenna installations are authorized by the property or tower owner. Prior to issuance of a building permit a structural analysis, prepared by a registered professional engineer, must be submitted and is thoroughly reviewed before approval by Building Division. This proposal would not affect the siting or construction of new telecommunications towers. New towers are largely under the regulatory jurisdiction of the Cape Cod Commission, as almost all modern towers exceed Development of Regional Impact thresholds. Once approved by the county local permitting, typically thought-the Zoning Board of Appeals, would commence. Page 16 of 29 MA8 A t63 `�8 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 2010-042 - Crown Castle Modification of Variance No. 1989-021 (and as previously modified in Appeals No 2009-066) To allow Co-location of Communication Facilities on an Existing Tower Summary: Granted with Conditions Petitioner: Crown Castle, a/k/a Crown Atlantic Co., LLC Property Address: 1731 Service Road, West Barnstable, MA Assessor's Map/Parcel: Map 194, Parcel 010 Zoning: Residential F Zoning District Recording Information: Variance No. 1989-021 -Book 7161, page 55 Deed- Book 12225, page 311 Relief Requested and Background: This appeal sought a modification of an existing variance to permit the co-location of communication antennas on an existing communication tower and installation of related ground equipment. The subject property is an 89,910 sq.ft. lot accessed from the Service Road in West Barnstable. The property is owned by Crown Atlantic Co., LLC. The communication tower is a 160-foot lattice tower permitted by use and height Variance No.. 1989- 021. According to plans submitted, the proposal is to co-locate three antennas mounted at 79 feet on the tower to be operated by "Clearwire"., a customer of Crown Castle. Two 3 by 3-foot ground equipment cabinets are to be situated within the existing fenced enclosure. According to materials submitted, Clearwire provides wireless.internet service. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 22, 2010. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MG Chapter 40A. The hearing was opened October 27, 2010, at which time the Board found to grant the modification. Board Members deciding this appeal were, Michael P. Hersey, Craig G. Larson, Alex M. Rodolakis, Brian Florence and Board Chair, Laura F. Shufelt. Attorney Gregory Mercier represented the applicant. He presented a brief history of the permitting of the tower and noted that it had previously been modified for co-location in Appeal 2009=066. Attorney Mercier presented the plans for the tower and.addressed the requirements of Section 240- 107 for wireless facilities noting that all have been met. A site plan has been reviewed and approved, Federal Communication Commission License issued and submitted to the file, and a structural analysis mot} ILA Town of Barnstable,"Zoning Board of Appeals—Decision and Notice Appeal No. 2010-042—Crown Castle- Modification of Variance No.2009-066, 1989-021 i completed and filed. Also, the tower is legal by the 1989 Variance issued by the Board, all structures and equipment conform to district setback requirements and are screened from public view . Attorney Mercier addressed variance conditions. The Board discussed the variance conditions and agreed that this is only a modification of the existing variance. Public comment was requested and no one spoke in favb(or in opposition, The Chair noted a letter was submitted to the file from Mary P. Stegner-Andres of 240 Oak Street West Barnstable expressing several concerns. Those concerns were addressed by the applicant's representative and the Board determined to move the appeal forward. Findings of Fact and Decision: At the hearing of October 27, 2010, the Board unanimously made the following findings of fact: In Appeal 2010-024, Crown Castle, a/k/a Crown Atlantic Co., LLC wishes to modify Variance No. 1989-021. The modification seeks to co-locate on an existing communication tower, three panel antennas and a base cabinet for "Clearwire", a wireless internet provider. The existing tower is leased to Crown Atlantic Co., LLC., and is addressed 1731 Service Road, West Barnstable, MA. It is shown on Assessor's Map 194 as parcel 010-W00 and T00.. It is in a Residence F Zoning District. Co-location on existing towers is strongly recommended by the Cape Cod Commission Regional Policy Plan, the Local Comprehensive Plan, and is encouraged by the Growth Management Department. Regarding Section 240-107, the applicant has submitted; a structural analysis by GPD Associates dated 10-22-10, a copy of the Federal Communications Commission (FCC) License, and a copy of the site plan review committee's approval letter dated September 2, 2010. The applicant has also demonstrated that the existing tower was legally established under zoning by Variance No. 1989-021 and the location of ground equipment conforms to the yard setbacks and will be screened from public view. Therefore, it was duly motioned and seconded to grant a modification of Variance No. 1989-021 to Crown Castle for the co-location and operation of communication equipment of Clearwire on the existing tower located at 1731 Service Road, West Barnstable, MA-provided: I The -operation-is-l-imit�to that,of_thr_ee-antenn_as mounted_and_associated"� ground equipment asxshown on plans submitted and approved by the Site Plan Review Comm ttee-entitled-"Clearwire, 1,731—Setvice-Road-Centerville_MA"-as-prepared-for CClearwi e by GPD Associates, dated August 12, 201-q�and consisting of 10 sheets (T=1;A=1� 2;S=1_;tS E-2,E=3;E=4;ES). And, all other conditions of Variance No. 1989-021 shall remain in full force and effect except as modified herein. The vote was as follows: AYE: Michael P. Hersey, Craig G. Larson, Alex M. Rodolakis, Brian Florence, Laura F. Shufelt NAY: None 2 Town of Barnstable,Zoning Board of Appeals-Decision and Notice Appeal No.2010-042—Crown Castle- Modification of Variance.No.2009-066, 19897021 Ordered: Appeal No. 201.0-024 has modified Variance No. .1989-021. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board,of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. kjMu. 1. cS-La-t-f 3 I a Laura F. Shufelt, Chair Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed;since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office.of the Town Clerk. Signed and sealed this day under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 3 r.- T(1'! ' TOWN OF BARNSTABLE ZONING BOARD OF APPEALS *89 MAY 17 °Z 57 VARIANCE DECISION AND NOTICE APPEAL # 1989-21 PETITIONER: FREDERICK CONANT/NYNEX MOBILE COMMUNICATIONS -- ---------------------------------------------=-------------- At a regularly scheduled hearing of. the Barnstable Zoning Board of Appeals , held on March 23 , 1989, notice of which was forwarded to all interested parties pursuant to Chapter 40A of the General Laws of Massachusetts, the petitioners , Frederick Conant and. NYNEX Mobile Communications, Inc. , through Attorney Michael Ford, petitioned the Board for a variance pursuant to the Barnstable Zoning Bylaws, Section 5-3 .2, General Powers of the Zoning Board of Appeals. - The petitioners sought relief from the following sections of the zoning bylaw: 1 Section 2-3 . 1 , Conformance to Use Regulations; 2 Section 3- 1 .4( 1 ) , Principal Permitted Uses ; 3 Section 3- 1 . 4(5) , Bulk Regulations. The petitioners propose to erect a 150 foot hight mobile communications tower and a 12 by 26 square foot accessory building on two contiguous lots of some 89,910 'square feet located in an RF zoning district (assessor's map 194, lots IOWB and 10 CO) . The tower is to be used by NYNEX to provide cellular telephone service to users in the mid-cape region. The triangular tower is designed to be self=supporting (no guy wires) . The tower will be surrounded by a seven foot high fence for security. Access to the tower and accessory building will be by a 12 foot wide paved drive off the Service Road which parallels Route 6. Mr. .Ford stated that variance conditions are present because the site is very steeply sloped downward from the frontage road, dropping some thirty feet within the first 100 feet of depth; that such topography makes use of the site for residential purposes very difficult and literal enforcement of the bylaw would create a severe financial hardship to any owner seeking to make use of the lot for the purpose for which it is zoned; and, relief may be granted without nullifying or derogating from the intent of the bylaw because the tower would require less clearing of the land Phone service is in the public interest. FINDINGS OF FACT: Based upon the information submitted, the Zoning Board of Appeals, by a motion duly made and seconded, made the following findings of fact: . 1 Section 5-3 .2 (5) , Use Variances, authorizes the Board to grant a use variance; 2 the site is very steeply sloped and is unsuited to residential development; 3 the proposed use would result in less clearing of the land than a single-family residential home; 4 such use would not be detrimental to the public good or substantially derograte from the intent of the bylaw. The vote on the findings of .fact was a follows: AYES: BLISS, HORTON, JANSSON, NIGHTINGALE NAYES: NONE Based upon the information submitted and the findings of fact, at a meeting held on May 1�1 , 1989, by a motion duly AlP made and seconded, the Board voted to grant the requested relief with the following conditions : 1 there shall be no further subdivision and no further development of the property; 2 the property shall be maintained clear of rubbish; 3 the height of the. tower shall not exceed 150 feet ; 4 development shall be as shown on a Site Plan dated January 12, 1989, drawn by Arne H. Ojala; 5 the accessory building shall not be sided with concrete block but shall be sided with brick or another material which is appropriate to a residential area;' 6 agencies of the Town of Barnstable shall be allowed use of the communications tower at no charge; 7 in the event that the tower interferes with radio or television reception in the area, NYNEX or the property owner shall remedy the problem at no expense to those individuals experiencing such interference. The vote was as follows: AYES: BLISS, HORTON, JANSSON, NIGHTINGALE NAYES: NONE Any person aggrieved by this decision may- appeal to the Barnstable Superior Court , as described in Section 17 of Chapter 40A of the General Laws Qf the Commonwealth of Massachusetts by filing a complaint in said Court as well as notice of action with the Barnstable Town Clerk , within twenty (20) days after the filing of this decision in the office of the Town Clerk. Chairman, Cy Zoning Board of Appeals Town of Barnstable 1 , Clerk of the. Town of Barnstable, Barnstable County, Massachusetts , hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and sealed this _day of 19 _under the pains of perjury. Town Clerk DISTRIBUTION: Town Clerk Property Owner Applicant Persons Interested Building Commissioner Public Information Board of Appeals I �. PARTIES OF INTEREST APPEAL NO. 1989_21 FREDERICK CONANT & NYNEX COMMUNICATIONS, INCORPORATED MEETING OF MARCH 23, 1989 Ava Hornick/Seppo & Paul Soininen Shipwreck Dr, Mashpee, MA Neil Atwood John Mckeon 140 Cammett Way, Marstons Mills, MA 145 Great Marsh Rd, Centerville, MA David & Suzanne Liimatainen 85 Allan Rd, W Barnstable, MA Mary Stegner Francis Ricci /Frank McDonnell 240 Oak St , W Barnstable, MA . Zeta Realty Trust' 2946 Falmouth Rd, Marstons Mills, MA Sandwich Planning Board Yarmouth Planning Board Mashpee Planning Board ve 6✓ I .. of THE`Tp`Y y Town of Barnstable, Massachusetts � � O Department of Planning '"�,� ' ' g and DeVelo �cb 1�9 0°' Office of The Zoning Board of A pment 3 � �� g ppeals rFo MAY s 367 Main street Hyannis,Massachusetts 02601 (508 775-1120 ext. 159 ADDENDUM 1989-21 Frederick. Conant & Nynex Mobile Common ication, Inc. Please note in the above referenced scribners error the decision should reflect the not to exceed 160 ' petitioners that due to a as indicated in theheight of tower application. T t t 69. Massachusetts -Depa m and Standards f Public Safety Board of Building !Regulations Construction Supemmor License: CS-078888� JOHN G MCGILI- 14 BENNINGTONS _ QUINCY MA 02f69 Expiration `J�--• 0711112014 Commissioner i r The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 2 of 2 The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable Instrument purporting to affect an Interest In real property Title Individual Name Address(no Poe=) First.Middle,Lail,Sulfa Address,City or Town,Stale,Zip Code REAL PROPERTY GilNp C J RnD JR 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY LYNN HOWELL 1220 AUGUSTA DRIVE.SUrTE S00 HOUSTON.TX 771157 USA REAL PROPERTY 114-XA BROWN 1220 AUGUSTA DRIVE HOUSTON.TX T7057-0000 USA REAL PROPERTY El BLAKE HAWK 1220 AUGUSTA DRIVE HOUSTON.TX 77057-0000 USA REAL PROPERTY W.BLPNAMIN MORELAND 1220 AUGUSTA DRIVE HOUSTON,TX 770S7.0000 USA. REAL PROPERTY R.CHRISTOPHER MOONF,Y 1220 AUGUSTA DRIVE HOUSTON.TX 77057.OWO USA REAL PROPERTY ROBERT ACKERMAN 3530 TORINGDON WAY CHARLOTTE.NC 20277 USA REAL PROPERTY 3Ai1r5 f0UNG 2000 CORPORATE DRIVE CANONSBURG,PA 15317 USA REAL PROPERTY PHIL KELLEY 1220 AUGUSTA DRIVE,SUITE 5D0 HOUSTON,TX 77057 USA Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed Select a type of tiling from below to view this business entity filings: ALL FILINGS Annual Repoli Annual Report-Professional Application For Registration Certificate of Amendment J ViewFlltngs I New Search Comments 0 2001-2013 Com rimmeafth of Massachusetts AD Rights Reserved l http://corp.sec.state.ma.us/core/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 5/29/2013 F_ C t toX . . , DC and Fiber Management Distribution Boxes for HYBRIFLEXII Cable Product RFS'flexible sector protection and distribution products provide protection for up to 2 Remote Radio Heads/Integrated Antennas.The solutions mitigate the PM risk of damage due to lightning and provide high levels of availability and reliability to radio equipment. Features • Employs the Strikesorb°30-V1-HV Surge Protective Device(SPD) specifically designed for the Remote Radio Head(RRH)installation environment and certified for use in DC applications and at low DC - .�t! operating voltages(48V). ` . • The Strikesorb 30-V1-HV is a Class I SPD, certified by VDE per the IEC 61643-1 standard as suitable for installation in areas where direct - lightning exposure is expected. Strikesorb 30-V1-HV is able to withstand direct lightning currents of up to 5kA(10/350)and induced surge currents Sector Model: of up to 60kA(8/20). Companion Base Models: DB-T1-6Z-12AB-0Z DB-E 1-2C-4AB-0Z • Provides very low let through/clamping voltage-unique for a Class I DB-B1-6C-12AB-OZ product-as it does not employ spark gaps or other switching elements. Strikesorb offers unique protection levels to the RRH equipment as well as the Base Band Units. • Alarms for SPD sacrifice, Moisture detection and Intrusion. • Fully recognized to the UL 1449 3rd Edition Safety Standard. • Patent pending design Benef its • Offers unique maintenance-free protection against direct lightning currents. • Protects up to 2 Remote Radio Heads and connects up to 8 fiber pairs. • Utilizes an IP67 rated enclosure, allowing for indoor or outdoor installation on a roof or tower top. • Configurable cable ports are designed to accommodate varying diameters of hybrid(combined power and fiber optic)or standard cables with diameters up to 1.7" (will fit most standard 1 1/4' coax class cables)depending upon port configuration. • Lightweight aerodynamic design provides maximum flexibility for tower top installation. 0 `oProduct Diagram a E Front Side Bottom E — [10.19] C 257.90 0FF o v a D J m O O - Ul � u • 0) 90, t o - Irrin,j R inches Ie.ts] g 207.02 Eo 'This data is provisional and subject to change. C aL RFS The Clear Choice' T DB-E1-2C-4AB-0Z Rev: P1 Print Date: 12.11.2012 Please visit us on the internet at http:/twwvv.rfsworld.com Radio Frequency Systems I' ,r yy Product Data Sheet DB-E1-2C-4Al3-0Z DC and Fiber Management Distribution Boxes for HYBRIFLEXTm Cable o= Electrical Specifications Model Numbers DB-E1-2C-4AB-0Z Nominal Operating Voltage 48 VDC Nominal Discharge Current(h) .20 kA 8120 us Maximum Surge Current[1-1 60 kA 820 us Maximum Impulse(Lightning)Current per IEC 61643-1 5 kA 10/350 us Maximum Continuous Operating Voltage[Uc] . 75 VDC Voltage Protection Rating(VPR)per UL 1449 3rd Edition 400V Protection Class as per IEC 61643-1 Class I SPD Alarm Upon sacrifice Intrusion Sensor Microswitch Moisture Sensor Infrared moisture detector Strikesorb Module Type 30-V1-HV-Strikesorb modules installed to protect 2 RRHs Mechanical Specifications Suppression Connection Method Compression lug N2046 AWG(0.5 mm'-16 mm') Fiber Connection Method i LC-LC Single mode Pressure Equalizing Vent GoreT1 Vent Environmental Rating IP67 Operating Temperature -40'C to+80°C UV Resistant Yes Weight System:8.9 Ibs(4.03 kg) Mount:3.2-Ibs-(1-45 kg) Total: 12.1 Ibs(5.48 kq) Combined Wind Loading 150mph(sustained):95 Ibs(422.5 N) Standards Compliance Standards(Strikesorb modules ONLY) ANSVUL 1449 3rd Edition IEEE C62.41,NEMA LS-1 IEC 61643-1:2005 2nd Edition(Class I Protection) IEC 61643-12 EN 61643-11:2002(including At 1:2007) c v 0 0 a E c 0 E 0 o a, D N N t N C a Gl d N L C a v c c I R V C. O E e This data is provisional and subject to chap 0 1 9 • `c a R F S The Cl e a r Choice° DB-E1-2C-4A6-0Z Rev: P1 Print Date: 12.11.2012 Please visit us on the internet at h"p://www.rfsworld.com Radio Frequency Systems I Alcatel- Lucent Alcatel-Lucent RRH2x40-AWS REMOTE RADIO HEAD The Alcatel-Lucent RRH2x40-AWS is a high-power, small form-factor Remote Radio Head (RRH) operating in the AWS frequency band (1700/210OMHz- 3GPP Band 4). The Alcatel-Lucent RRH2x40-AWS is designed with an eco-efficient approach, providing operators with the means to achieve high quality and capacity coverage with minimum site requirements. s , T e t 14 a • •.e e r V t• e•• t.e • • • . e t °• ° ¢ . . . t e a•. t n P t 1 . t tee t e • a • 1 . t : e < a • e e • o c. t♦ °e t- •.+ • e e et A distributed eNodeB expands capital expenditures(CAPEX)and low deployment options by using two operating expenditures(OPEX).The a! _e components,a Base Band Unit(BBU) limited space available in some sites containing the digital assets and a may prevent the installation of separate RRH containing the radio- traditional single-cabinet BTS equip- frequency(RF)elements.This modular ment or require costly cranes to be design optimizes available space and employed, leaving coverage holes. allows the main components of an However, many of these sites can eNodeB to be installed separately, host an Alcatel-Lucent RRH2x40-AWS within the same site or several installation,providing more flexible kilometres apart. site selection and improved network _ quality along with greatly reduced The Alcatel-Lucent RRH2x40-AWS is installation time and costs. 3,• - linked to the BBU by an optical-fiber connection carrying downlink and Fast, low-cost installation uplink digital radio signals along and deployment with operations,administration and maintenance(OA&M)information. The Alcatel-Lucent RRH2x40-AWS is a The Alcatel-Lucent RRH2x40-AWS zero-footprint solution and operates has two transmit RF paths,40 W RF noise-free, simplifying negotiations output power per transmit path,and with site property owners and mini- is designed to manage up to four-way mizing environmental impacts. receive diversity.The device is ideally Installation can easily be done by a suited to support macro coverage, single person because the Alcatel- with multiple-input multiple-output Lucent RRH2x40-AWS is compact and (MIMO)2x2 operation in up to 20 MHz weighs less than 20 kg(44 lb), eliminat- of bandwidth. ing the need for a crane to hoist the BTS cabinet to the rooftop.A site can The Alcatel-Lucent RRH2x40-AWS is be in operation in less than one day designed to make available all the -a fraction of the time required for benefits of a distributed eNodeB,with a traditional BTS. excellent RF characteristics, with low r Excellent RF performance Features Benefits Because of its small size and weight, • Zero-footprint deployment • Leverages existing real estate the Alcatel-Lucent RRH2x40-AWS • Easy installation,with a lightweight with lower site costs can be installed close to the antenna. unit can be carried and set up by • Reduces installation costs,with Operators can therefore locate the one person fewer installation materials and Alcatel-Lucent RRH2x40-AW5 where RF simplified logistics Optimized RF power,with flexible P g engineering is deemed ideal,minsites site selection and elimination of • Decreases power costs and minimiz- ing trade-offs between available sites and RF optimum sites.The RF feeder a TMA es environmental impacts,with the cost and installation costs are reduced • Convection-cooled(fanless) potential for eco-sustainable power or eliminated,and there is no need • Noise-free options for a Tower Mounted Amplifier(TMA) • Best-in-class power efficiency, • Improves RF performance and adds because losses introduced by the with significantly reduced flexibility to network planning RF feeder are greatly reduced. energy consumption The Alcatel-Lucent RRH2x4O-AW5 provides more RF power while at the same time consuming less electricity. r i Antenna - Arttefii+a 1 �, _ �feecler Radi r- Ink ii Digital Digital - � rBackhaul Backhaul 'f Macro RRH for space-constrained cell sites Distributed Technical specjin.) • Passive convection cooling Optical characteristics Optical fiber length (no fans) Up to Physical dimensio • Enclosure protection rype/numberoffibers • MM fiber 0 m(0.31 mi),using p • Single-mode variant • Height:610 mm(2IP65(International One Single Mode Single Fiber • Up to 20 km(12.43 mi),using Width:270 mm(1Protection rating) per RRH2x,carrying UL and DL SM fiber • Depth:170m(6.7 i using CWDMDi ital Ports and Alarms RF characteristics gWeight(without m Single mode dual fiber(SM/DF) . Two o tical orts to su ort less than 20 kg(44 • Frequency band: 1700/2100 MHz . Multi-mode variant p n pp (AWS);3GPP Band 4 daisy chaining Two Multi mode fibers per • Six external alarms Power • Bandwidth:up to 20 MHz RRH2x:one carrying UL, •Power supply:-48VDC • RF output power at antenna port: the other carrying DL 40 W nominal RF power for each Operating environment Tx port • Outdoor temperature range: • Rx diversity:2-way or 4-way with With solar load:-40•C to optional Rx Diversity module +50•C(-40•F to+122°F) • Noise figure:below 2.0 dB typical Without solar load:-40°C • Antenna Line Device features to+55°C(-40°F to+131•F) TMA and Remote electrical tilt (RET)support via AISG v2.0 www.alcatel-lucent.com Alcatel,Lucent,Alcatel-Lucent and the Alcatel-Lucent logo are trademarks of Alcatel-Lucent.All other trademarks are the property of their respective owners. The information presented is subject to change without nmice.Alcatel-Lucent assumes no tespoosi6ility for inaccuracies contained herein.Copyright®2010 Alcalel-Lucent.All rights reserved. CPG2909100912(09) Alcatel-Lucent i V wireless February 17,2011 RE: Verizon Wireless authorization Structure Consulting Group Is a contractor for Verizon Wireless and, therefore, an authorized agent. Please allow Structure Consulting Group to sign on behalf of Verizon Wireless for all permitting and zoning documents.This pertains to all cellular sites where Verizon is changing equipment or performing a new installation Please do not hesitate to contact me if you have any questions.Thank you for your continued assistance. Sincerely, lJ Daniel Fitzpatrick Verizon Wireless Real Estate Manager-NNE 400 Friberg Parkway Westborough, MA 01581 Desk: (508)330-3343 Mobile: (617) 645-5633 02/17/2011 1,0 : 24AM (GMT-05 : 00) r oF'^"olyy a o U Vi u Vt uiett 11aLiiA1� Regaabo :Services �e � A11►NRTARf Y � .. L - - � u ..3 MAE& $ Thomas F..Geiler;Director, IV15 ,. 'Building'.D 1on: . . Tom Perry,Building Commissioner 200 Main Sheet,Hyannis,MA 02601 4vww:town.barnsta bie.m a.ns Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder E. Blake Hawk, Executive Vice President Crown Atlantic Company LLC as Owner of the subject prop eity to hereb orize\ �1er act on my behalf, y auth in aIl matters relative to work authorized by this building pemsit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted.. Signature of Owner l�natvxe of Applicant . E. Blake Hawk 101 _ n CU6 Print N ars N Ie Print ame July 10, 2013 Date QF0RMS:0WNERP0UMSI0NPD0LS 62012 e TOWN OF BARNSTABLE Building 201304960 iBASTABLE, Issue Date: 09/16/13 P ermt RN y MASS. 163�A� Applicant: MCGILICUDDY,JOHN G Permit Number: B 20132208 Proposed Use: TELEPHONE RELAY STATION Expiration Date: 03/16/14 Location 1731 SERVICE ROAD Zoning District RF Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 194010W00 Permit Fee$ 227.50 Contractor MCGILICUDDY,JOHN G Village WEST BARNSTABLE App Fee$ 100.00 License Num 78888 Est Construction Cost$ 25,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SWAO 6 OF 12 EXIST ANTENNAS WITH NEW ONES,ADD 3 RADIO HEAlPfils CARD MUST BE KEPT POSTED UNTIL FINAL & 1 JUNCTION BOX TO ARRAY,ADD 1 CABLE TO EXIST BUNDLE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CROWN ATLANTIC CO LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 4017 WASHINGTON RD INSPECTION HAS BEEN MADE. MCMURRAY,PA 15317 Application Entered by: RM Building Permit Issued By: /Pwck �"v��ir� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD SO THAT IS VISIBLE FROM THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 RFIAI oltC 8/7p/1 q Q -K 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept r Fire Dept 2 Board of Health r ProTerra DESIGN GROUP, LLC August 19,2014 Mr:Thomas Perry Building Commissioner d 2,'� —i Building Division 200 Main Street r= Z! Hyannis, MA 02601y RE: Verizon Wireless AWS Alteration on an existing Self-Support Tower b BARNSTABLE MA -A: Cn 1732 Service Road West Barnstable,MA 02668 rn r Mr. Perry; ProTerra Design Group, LLC has reviewed the completed construction for the above-mentioned Verizon Wireless site improvements in accordance with the applicable provisions of the 81" Edition of the Massachusetts State Building Code(780 CMR)with MA Amendments to IBC 2009. Based on the observations made after construction from ground level of work completed by the contractor, Heidrea Communications, LLC., ProTerra Design Group, LLC concludes to the best of our knowledge and belief that the construction is in general conformance with the approved plans issued by ProTerra revised through February 21, 2013, with deviations as noted in the attached Field Inspection Report. if you have any questions or need further information please do not hesitate to call. Sincerely, jasnaging oTer Design Group, LLC �(A OF.OAkg4q. JESSE M. yG e More o E o MO i�� �y Partner " 1 4131S � Q Enclosure nIAl ProTerra Design Group,LLC Ph:(413)320-4918 4 Bay Road,Building A,Suite 200 Fax:(413)320-4917 Hadley,MA 01035 E:info@proterro-design.com FIELD INSPECTION REPORT PreaTerra DATE JOB# DESIGN GROUP, LLC 7/17/2014 12-048 PROJECT Verizon Wireless PREPARED ProTerra Design Group, LLC BARNSTABLE MA BY: 4 Bay Road, Bldg.A,Ste. 200 1731 Service Road Hadley,MA 01035 West Barnstable, MA 02668 Ph:413-320-4918 CONTRACTOR OWNER Heidrea Communications Verizon Wireless 1 William Way Bellingham, MA 02019 SUBMITTED Mr.Thomas Perry WEATHER TIME TO: Building Commissioner Building Division P.Cloudy-75° F 9;10 AM 200 Main Street PRESENT AT SITE ORGANIZATION Hyannis, MA 02601 Jesse Moreno, P.E. ProTerra Design Group, LLC Pursuant to the Massachusetts Amendments to the IBC 2009 §1701.1.1 Construction Control of the 8tn edition of the Massachusetts State Building Code (780 CMR),the following is a progress report documenting the construction which has been completed to date at the above-mentioned site. The following items have been completed: 1) (6)Six panel antennas(2 per sector) have been removed and replaced with new antennas in kind. The antennas are secured to the existing pipe mounts attached to the existing Sector Frame mounted to the tower leg. 2) Installed(3)AWS RRHs 1 per sector and 1 surge suppressor junction box above the antenna RAD center on Commscope style wing mounting brackets supported by the antenna leg. The RRHs were specified below RAD center and an alternate RRH mounts were specified on plans. These deviations from plan have been approved. 3) Installed (1) 1-5/8"o bundled hybrid cable from Verizon Shelter,across ice bridge,and up self- support tower,as per plan. 4) Installed new cable port through the equipment shelter wall,as per plan. 5) Kicker brace was not installed from lower antenna pipe to sector frame cross bar and it appears a threaded rod brace remains on one sector. The antennas have been swapped in kind and overall weight has been decreased,therefore this deviation from plan has been approved. The clamps need to be monitored during routine maintenance to ensure they remain tight. 6) The following maintenance issue was observed and does not appear to be part of construction.At the antenna level a piece of what appears to be flex-conduit tube covered with plastic packaging material was loose. (See Photo). BARNSTABLE MA Page 1 of 4 Field Inspection Report 7/17/2014 The comments in this field report are a record of observations made on site. If there are any errors or omissions please notify ProTerra Design Group, LLC in writing or all comments and all parties shall consider this report factual and acceptable. COPIES TO:file SUBMITTED: �- Ja' es Gruber, E.I.T. Project Engineer REVIEWED: Jesse reno,P.E. Man Bing Partner BARNSTABLE MA Page 2 of 4 Field Inspection Report 7/17/2014 •�1 ��� � '1, � ��1�� '-�- A' � 1 E4 f�'�1°�pr..:: •� iJ low ;�t,•e4it�ft�S '^t��3'��.S``'.ol, �j 1 .�� :��' fib•^ _ t/ • . • • •• 1 I P-7: Loose Flex Conduit-Maintenance Item y i BARNSTABLE MA Page 4 of 4 Field Inspection Report 7/17/2014 Barnstable, MA Town Hall Building Department RE:Verizon Wireless BP 1731 Service Rd. BP#B20132208 Patrick F., Please find the enclosed Final Construction Control Affidavit to close out the BP referenced above. If you have any questions please feel free to contact me at any time. Thanks Kristin Kristin Champagne I RE Consultant Structure Consulting Group 49 Brattle Street I Arlington,MA 02474 (0)781.791.7724 X32 (P)781.454.9134 (F)781.791.7704 kchampaizne(@structureconsultin.g.net www.structureconsulting.net �r W I 1HE TOWN OF BARNSTABLE BaN ding Tp 201104241 EkRNSTABLE, Issue Date: 08/15/11 Permit y MASS. �A i639• Applicant: MCGILICUDDY,JOHN rF�MAC a G Permit Number: B 20111688 Proposed Use: TELEPHONE RELAY STATION Expiration Date: 02/12/12 [Location 1731 SERVICE ROAD Zoning District RF Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 194010W00 Permit Fee$ 91.00 Contractor MCGILICUDDY,JOHN G Village WEST BARNSTABLE App Fee$ 100.00 License Num 78888 Est Construction Cost$ 10,000 i Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SWAP 12 OF 12 EXISTING ANTENNAS WITH NEW ONES.NO CHAN E TfNIS CARD MUST BE KEPT POSTED UNTIL FINAL ANTENNA LOCATION OR QUANTITY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CROWN ATLANTIC CO LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 4017 WASHINGTON RD INSPECTION HAS BEEN MADE. MCMURRAY,PA 15317 Application Entered by: RM Building Permit Issued By: &" THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,N01 SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD 1 THAT IS VISIBLE1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i Patrick Farney, The below Building Permits can be closed out in your system.The work is now complete. 21S Old Falmouth Rd. Permit#20111443. Swapped antennas only. Per our previous discussion no 3rd Party Inspection needed,just notification that the work is now complete and in this Permit card. 3195 Main St. Permit#20111649.Swapped antennas only. Per our previous discussion no 3rd Party Inspection needed,just notification that the work is now complete hand in this Permit card. 1731 Service Rd. Permit#20111688:Swapped antennas only. Per our previous discussion no 3rd Party Inspection needed,just notification that the work is now complete hand in this Permit card. I will have 2 more permits to close out but those were more involved and I am waiting for the 3`d party inspection report to provide to you in addition to the Permit card. Ifyou have any questions please feel free to contact me at any time. Thank You Kristin Kristin Champagne RE Consultant y_ Structure Consulting Group 49 Brattle Street I Arlington,MA 02474 r .. (0)781.791.7724 X32 (P)781.454.9134 (F) 781.791.7704 0 ;= kchampagne(_@structureconsulting.net -www.structureconsultin_.net , APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name tVelephone Number ILZOTI Address ` o l6 k.R�z_ License # U)Vb-Mb(h b Home Improvement Contractor# N �� t "�5 i Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 3 ,7Go SIGNATURE DATE I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mo moo of Map / 7 Parcel d w o Application #5- Health Division Date Issued a Conservation Division Application Fee t!� Planning Dept. Permit Fee11,7 Date Definitive Plan Approved by Planning Board ( ;1,'J 0 Historic - OKH Preservation/Hyannis , Project Street.Address 1 -7 31 SE2V16E DAD 64reAl<S7?3 r J"1 A 0 Z&&e Village VJ EST &Q td iytb o Owner cizowti A-rLAa77L COMAAtjY LC.0 Address 90 kfES-r CUMMitlGS Melt Telephone 0(7 b w 6 o Permit Request O " LOCAT(1nti1 Dr TEI-ECoMrjuiuIcA7766Jc CQQ170ME T' 01v EXIST7N6 (rbV1F/Z hNn JOLAGE Ml/U7" 11-F 10le6-- /='Ai32IC,j 1;�'/7 C &U PMEAl S/6L_1 VZ nN U616461F SLAd W 1 RI/tiJ EX( 7A*9 C el-0,4UNC) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RP(I2es, Aig4iJFlood Plain NO Groundwater Overlay WU Project Valuation�Iy 7 000 , Construction Type 0-&Q,LAT►ON Lot Size 2• H 7 A ce- C Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure QOXMI)LOO Historic House: ❑Yes �No On Old King's Highway: ❑Yes YsNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ y. Commercial ❑Yes ❑ No If yes, site plan review# �' -� Z Current Use TEL.EC/)MMui0I C4�oN TtJF Proposed Use /tLt f'OMMUh�'C/Arion/ , D f2 Co APPLICANT INFORMATION -�^ (BUILDER OR HOMEOWNER) Name L b I � Telephone Number 1 Address /.S 0 012 t= IDu S E DO V E License #C S �AO I/I F(9 n CA g Z f 2 I Home Improvement Contractor# i 4 Worker's Compensation # $ O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L o C/�Y 12AIDSEE2 C:ac I(� SIGNATURE AIL DATE gvt� G�asoti FOR OFFICIAL USE ONLY APPLICATION# ;DATE ISSUED MRP/PARCEL NO'. ` ADDRESS VILLAGE OWNER ,.. . DATE OF INSPECTION: ^ FOUNDATION ZI FRAME d���`I.t j/�l�o �.- /Jo ve. iva+Q " INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL ` PLUMBING. ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING c 5 ` DATE CLOSED OUT: ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information �y Please Print Legibly Name(Business/Organization/individual): Address: !�b bLP& RC)L City/State/Zip: \ Phone#: Are you an employer?Check the appropriate bog: Type of project(required): 1.�4 I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' Y aP ty• 9. ®,Building addition (No workers'comp.insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 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 employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: \ bo - -GA n NO Expiration Date: O 1 Job Site Address:-mC Ci YV 1 City/State/Zip: �)RVJ\A('NA RIP,L M R Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date'�'� Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi u der the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: Phone#: " Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i ACORD CERTIFICATE OF LIABILITY INSURANCE o9%ii�2 9) PRODUCER (207) 929-4290 - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION �nberly M. Elwell, Insurance LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR L Boynton Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 308 Bar Mills ME 04004-0308 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Patriot Insurance Company Wireless Construction Inc. INSURERB:Maine Employers Mutual 40 Blake Road INSURER c:Hanover Insurance Company INSURER D: Standish ME 04084- INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DDIYY) LIMITS A GENERAL LIABILITY CPP6036043 09/19/2009 09/19/2010 EACH OCCURRENCE $ 1,000,000 1--, MERCIAL GENERAL LIABILITY DAMAGE TORENTED100,000 PREMSES Eaoccurrence SCLAIMS MADE a OCCURMED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY S 1,000,000 C ilders Risk IHP4562457 12/08/2008 12/08/2009 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG S 2,000,000 POLICY jE LOC / / / / Builders Risk 1,000,000 A AUTOMOBILE LIABILITY BA6036043 09/19/2009 09/19/2010 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS / / / / BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS / / / / BODILY INJURY S X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / / OTHER THAN EA ACC S AUTO ONLY: AGG S A EXCESS/UMBRELLA LIABILITY CPP6036043 09/19/2009 09/19/2010 EACH OCCURRENCE S 10,000,000 X OCCUR CLAIMS MADE AGGREGATE S 10,000,000 S DEDUCTIBLE / / / / $ X RETENTION $10,000 $ B WORKERS COMPENSATION AND 1810079080 09/19/2009 09/19/2010 TORYLIMITS X DER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEES 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 A OTHER Equipment rental cov CPP6036043 09/19/2009 09/19/2010 200,000 A Installation floater CPP6036043 09/19/2009 09/19/2010 300,000 C Employee Dishonesty I Bond 1889032 12/08/2008 12/08/2009 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Certificate holder is listed as additional insured on commercial General liability. CERTIFICATE HOLDER CANCELLATION — — SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED'BEFORE THE ` EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT KMB Design Group LLC FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE PO BOX 1126 INSURER,ITS AGENTS OR REPRESENTATIV S. AUTHORIZED REPRESENTATIVE Wall NJ 07719- ennnn�e innn+rno� neon nnonnoe Trnu+noo as . Nlamaclu sett+- Department of Pttblic 5afet� Board of Buildimio,Re!-2ul ttitnts and Standards Cor�siructron.Super.-visorLicense License: CS 103000 Restricted.to 00 KYLE PURINGTON 130 TIGERHILL ROAD OXFORD, ME 04270 t Expiration: 9/14/2012 t'mimissi,incr Tr#: 103000 I r Town of Barnstable Zoning Board of Appeals Laura F. Shufelt, Chair 200 Main Street, Hyannis, Massachusetts 02601 Phone(508)8624785 Fax(508)862-4784 Growth Management Department 367 Main Street, Hyannis, MA 02601 Jo Anne Miller Buntich, Interim Director December 28, 2009 Mr. Adam Kauffman NTP Wireless 4619 N. Ravenswood, Suite 301 Chicago, lL 60640 Reference: Transmittal of Town of Barnstable Zoning Pp Board of Appeals Decision and Notice on Appeal No. 2009-066, Modification of Variance No. 1989-021 Dear Mr. Kauffman, Enclosed is an original signed copy of the Town of Barnstable, Zoning Board of Appeal's decision issued to FLO TV, Inc., allowing for the co-location of communication equipment on an existing communications tower at 1731 Service Road in West Barnstable. This decision'must be recorded at the Barnstable Registry of Deeds and proof of that recording submitted to this office and to the Building Division at the time any building permit is sought in reliance of the decision. As this is modification related to a variance, it must be executed by application for a building permit within one year from the December 1, 2009 filing of the decision with the Town Clerk's Office or a 6-month extension request prior to that expiration. A second original signed copy of the decision has also been transmitted to Scott Curry of Centerline Communications, Inc. as the application filed on November 18, 2009 identifies Mr. Curry at the Applicant's Representative. R pectfully, Arth r P. Traczyk, Regulatory/Design Review Planner Growth Management Department File-Zoning Board of Appeals-Correspondence-2009-L-122909 to Kauffman-FLO TV zba 2009-066 Copy: Laura F.Shufelt,Chair,Zoning Board of Appeals ZBA File 2009-066 - FLO TV )o Anne Miller Buntich, Interim Director,Growth Management Department Charles S.McLaughlin,Assistari;Town Ailorney Bk 24357 ps 146 02-0H--� 0686S 2010 0"1 03 e 1 Su Town of Barnstable rt� u� UEC -i Zoning Board of Appeals Decision and Notice FLO TV, Inc. Appeal No. 2009-066 —Modification of Variance No. 1989-021 To Allow Co-location of Communication Facilities on an Existing Tower Summary: Granted with Conditions Petitioner: FLO TV, Inc. (f/k/a Mediaflo USA, Inc.) Property Address: 1731 Service Road, West Barnstable, MA Assessor's Map/Parcel: Map 194, Parcel 010 Zoning: Residential F Zoning District Recoding Information: Variance No.1989-021 Book 7161 page 55 Deed Book 12225 page 311 Notice of Lease Book 12703 page 1 Relief Requested and Background: Appeal No. 2009-066 sought to modify Variance No. 1989-021 to allow co-location of communication antennas and equipment to an existing communication tower and site. The subject property is a 89,910 sq.ft. lot owned by Cellco Partnership and leased to Crown Atlantic Co., LLC. For standing, a June 20, 2009 letter from Paul Hughey, Property Specialist with Crown Castle USA Inc., was submitted authorizing FLO TV Inc., to seek all permits to co-locate on the tower. A copy of Qualcomm's Federal Communications Commission's License to operate wireless communications was also submitted. FLO TV is a wholly owned subsidiary of Qualcomm Inc. The communication tower is a 160-foot lattice tower permitted by a variance issued for the use and height of the tower to Frederick Conant/Nynex Mobile Communications. The tower is located to the northeast corner of the lot accessed by an 18-foot wide driveway. The base area of the tower is fenced and a 12 by 26 foot accessory structure located within. That structure houses existing communication equipment of Crown Castle USA Inc. The Applicant seeks to co-locate on the existing tower and operate thereon; 1 UHF antenna mounted and centered at 67 feet on the tower and Two (2) TV Dish antennas located at 25 feet. Two (2) GPS antennas are to be located on the roof of a proposed second equipment shelter. No increase in the height of the tower is proposed. However, the addition of communication equipment is considered an intensification of use and a modification of the variance is required. To accommodate the proposed equipment shelter, the existing fenced-in area at the.base will be expanded to the northwest and the access drive and T turn-around adjusted to accommodate the enlarged fenced area. i IKE BARNMUZ pTEC MP'� Town of Barnstable Zoning Board of Appeals Decision and Notice FLO TV, Inc. Appeal No. 2009-066 — Modification of Variance No. 1989-021 To Allow Co-location of Communication Facilities on an Existing Tower Summary: Granted with Conditions Petitioner: FLO TV, Inc. (f/k/a Mediaflo USA, Inc.) Property Address: 1731 Service Road, West Barnstable, MA Assessor's Map/Parcel: Map 194, Parcel 010 Zoning: Residential F Zoning District Recoding Information: Variance No.1989-021 Book 7161 page 55 Deed Book 12225 page 311 Notice of Lease Book 12703 page 1 Relief Requested and Background: Appeal No. 2009-066 sought to modify Variance No. 1989-021 to allow co-location of communication antennas and equipment to an existing communication tower and site. The subject property is a 89,910 sq.ft. lot owned by Cellco Partnership and leased to Crown Atlantic Co., LLC. For stariding,_a June 20, 2009 letter from Paul Hughey, Property Specialist with Crown Castle USA Inc., was submitted authorizing FLO TV Inc., to seek all permits to co-locate on the tower. A copy of Qualcomm's Federal Communications Commission's License to operate wireless communications was also submitted. FLO TV is a wholly owned subsidiary of Qualcomm Inc. The communication tower is a 160-foot lattice tower permitted by a variance issued for the use and height of the tower to Frederick Conant/Nynex Mobile Communications. The tower is located to the northeast corner of the lot accessed by an 18-foot wide driveway. The base area of the tower is fenced and a 12 by 26 foot accessory structure located within. That structure houses existing communication equipment of Crown Castle USA Inc. The Applicant seeks to co-locate on the existing tower and operate thereon; 1 UHF antenna mounted and centered at 67 feet on the tower and Two (2) TV Dish antennas located at 25 feet. Two (2) GPS antennas are to be located on the roof of a proposed second equipment shelter. No increase in the height of the tower is proposed. However, the addition of communication equipment is considered an intensification of use and a modification of the variance is required. To accommodate the proposed equipment shelter, the existing fenced-in area at the base will be expanded to the northwest and the access drive and T turn-around adjusted to accommodate the enlarged"fenceci area. Town of Barnstable,Zoning Board of Appeals—Decision and Notice Appeal No.2009-066 FLO TV Modification of Use&Bulk Variance No. 1989-021 Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 18, 2009. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 18, 2009, at which time the Board found to grant the modification of Variance No. 1989-021 subject to additional conditions herein. Board Members deciding this appeal were, William H. Newton, Michael P. Hersey, Craig G. Larson, Brian Florence and Board Chair, Laura F. Shufelt. Mr. Scott Curry of Centerline Communications LLC., represented the modification request before the Board. Also present was Josh Delman a communication engineer with FLO TV. Mr. Curry gives a summary of relief being sought and clarified that the additions to the tower will be one (1) antenna and two (2) dish antennas as well as the two (2) GPS antennas on the proposed equipment ground structure. The Board and applicant reviewed the materials submitted. It was noted that the Site Plan Review Committee reviewed and approval the proposed site plan for the modification, that a Structural Analysis Report was submitted that states the existing tower structure and its foundation are sufficient to carry the existing and proposed equipment, and an Emissions Compliance Report summarizing that the operation would not result in excessive levels of radio-frequency energy. It was also noted that a modification was only needed to Variance No. 1989-021 as the 2002 request, although granted, was not implemented. Public Comment was requested and Richard and Patricia Andres addressed the Board stating that their television reception is effected by the existing equipment located on the tower and they would like to see this problem rectified before the Board grants the modification. The issue was discussed at great length. Both Mr. Curry and Mr. Delman stated that they are doubtful that the equipment on the tower is the cause of the Andres's television reception problem. It was noted that all of the equipment and its operation is FCC compliance and that compliance would not point to the existing equipment on this tower being the cause. It was also noted that the issue could also be due in part to the antenna that the Andres are using and the nature of their in-home equipment. Mr. Curry and Mr. Delman committed to investigating the existing tower's equipment and reporting back to the Town on any issues they find with the equipment that could possibly be affecting reception in the area. They noted that the tower is in conformance to FCC regulations and that fact implies that the equipment is not the cause of the Andres poor and intermittent television reception. Findings of Fact: At the hearing of November 18, 2009, the Board unanimously made the following findings of fact: 1. FLO TV, Inc., a subsidiary of Qualcomm Inc., has applied for a modification of Variance No. 1989- 021 . The modification seeks to operate additional wireless communications on the existing communication tower and provide for the installation of additional antennas and necessary ground equipment at the base of the tower. The property is addressed 1731 Service Road, West Barnstable, MA and is shovN,n-on Assessor's Map 19/1 P:s. parcel 010, \/\/00 and TOO. The properi} is in a Residence F Zoning District. 2 Town of Barnstable,Zoning Board of Appeals—Decision and Notice Appeal No.2009-066 FLO TV Modification of Use&Bulk Variance No. 1989-021 2. The modification is to permit the co-location of communication antennas on an existing communication tower. The subject property is a 89,910 sq.ft. lot accessed for the Service Road in West Barnstable. The property is owned by Cellco Partnership and is leased to Crown Atlantic Co., LLC. 3. Co-'location on existing towers is strongly recommended by the Cape Cod Commission Regional Policy Plan, the Local Comprehensive Plan and is encouraged by the Growth Management Department. Co-location on existing communications towers is preferable over the building of new towers. This site has supported commercial communications for 20 years and its location and height provides coverage over most of Barnstable as well as parts of Yarmouth and Mashpee and other scattered areas on the Cape. 4. The standards set forth in Section 240-107- Requirements for all personal wireless facilities- have been met, and the granting of this modification with conditions does not represent a substantial detriment to the neighborhood. Decision: Based on the findings of fact, a motion was duly made and seconded to grant a modification of Variance No. 1989-021 to FLO TV to permit the co-location and operation of communication equipment on an existing tower at 1731 Service Road, West Barnstable, MA subject to the following: 1. The installation and operation is limited to that of one (1) UHF antenna mounted and centered at 67 feet on the tower, two (2) Dish antennas located at 25 feet, and two (2) GPS antennas to be located on the roof of a second equipment shelter, all as shown on plans submitted and approved by the Site Plan Review Committee entitled; "FLO TV live mobile tv" as drawn by KMB Design Group and consisting of 9 sheets (T-1, Z-1, Z-2, Z-3. Z-4, Z-4A, Z-5, Z-6, Z-7) dated 6-19-09, last revised dated of 9-21-09. 2. The Applicant, FLO TV, in cooperation with Crown Castle USA Inc., shall undertake an inspection and review of the equipment presently located on the tower to assure compliance with all FCC regulations and that the existing equipment on the tower is not a source for communication disturbance to abutting neighbors. Assurance of this shall be provided to the Building Commissioner and a copy to the Board's file prior to any building permit application to co-locate on the tower. The Applicant shall thereafter annually submit to the Building Division certification that all equipment and its operations are is full compliance with applicable FCC regulations. 3. All other conditions of Variance No. 1989-021 shall remain in full force and effect except as modified herein to allow for co-location of FLO TV. The vote was as follows: AYE: William H. Newton, Michael P. Hersey, Craig G. Larson, Brian Florence, Laura F. Shufelt NAY: None Ordered: Appeal-No. 2009-066 has mochfied Variance No 1989-021 as provided for herein and with additional condition for annual certification. This decisioii rnust be recorded aL [he Barnstable Kegistry of Deeds 3 Town of Barnstable,Zoning Board of Appeals—Decision and Notice Appeal No.2009-066 FLO TV Modification of Use& Bulk Variance No. 1989-021 for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The j relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. Laura F. Shufelt, Ch9ir Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been fil in the office of the Town Clerk. Signed and sealed this- da of i Od under the pains and penalties of perjury. J �I. Linda Hutchenrider, Town Clerk 4 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '194010T00','194010W00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 17 Close Map &Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CitystateZip 174007007 MCDONOUGH, NEAL 1601 AVENUE OF LOS ANGELES, 23246/122 THE STARS, #710 CA 90067 174007008 WILKINSON, ANN C ON ATHAN M FIELD, 2 MINTON LANE MA 02668 BARNSTABLE J . , USA 17452/300 ON 174007015 KOSCHE, EDWARD 25 MINTON LN W BARNSTABLE, USA 13955/232 A&SHIRLEY A MA 02668 CLARK, PATRICK C 285 SHOOTFLYING CENTERVILLE, 174007016 &AMY L HILL RD MA 02632 14378/184 ALEXANDER, BURLINGTON, 174007017 GEORGE P&BETTE 7 COOK RD MA 01803-1005 USA 14431/188 E 174007018 HAIDAR MURPHY, 60 BILTMORE PLACE W BARNSTABLE, 22130/243 RANA MA 02668 BRISTOL,JAMES E BARN WOODS W BARNSTABLE 174007X01 III TR TR HOMEOWNERS ASSN 60 BILTMORE PL MA 02668 USA 11456/005 BRISTOL,JAMES E BARN WOODS W BARNSTABLE 174007X02 III TR TR HOMEOWNERS ASSN 60 BILTMORE PL MA 02668 USA 11456/005 194001004 CAMERLENGO, JEAN 55 ALLAN RD W BARNSTABLE, USA 9388/319 K MA 02668 194001005 COOMBS, FRANK A 71 ALLAN RD 'W BARNSTABLE, USA 8351/219 & HELEN A MA 02668 LIIMATAINEN, W BARNSTABLE, 194001006 DAVID&DIANE 85 ALLAN RD MA 02668 12436/243 194008T02 PACHECO, SHANE M 143.HAYES RD CENTERVILLE, 21121/31 MA 02632 194008W02 PACHECO, SHANE M 143 HAYES RD CENTERVILLE, 21121/31 MA 02632 194009 MCGRATH, JOHN F OLEARY,JOHN D JR 9 SLEEPY HOLLOW SANDWICH, MA USA 15741/132 & LN 02563 194010T00 CROWN ATLANTIC pMB 353 4017 WASHINGTON MCMURRAY, PA 12225/311 CO LLC RD 15317 194010W00 CROWN ATLANTIC pMB 353 4017 WASHINGTON MCMURRAY, PA 12225/311 CO LLC RD 15317 W BARNSTABLE, USA 2313/298 MARY P 240 OAK ST 194011 STEGNER, MA 02668 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/21/2009. 7 i E�02 .. !tP0111 TOWN OF BARil NSTABLE ZONING BOARD OF APPEALS NOTCE OF PUBLIC HEARING UNDER L�� � tTHEZONING ORDINANCEt *r ' �; ,�r3���*NOVEfJ19EYR 18 2009 7 00 PM r �� ; �•�.� �# To all persons terested in or affects by t i6sZoning Boaidof Appeals acting under(Se ibhj11 Fof Chapterd40A of-t%General 1 Laws of the Commonwealth of Massa settand all amentlmentsr =thereto ouarehereti noUfiedtha( publich aringonthefollovnng i tr appeals wilt be held, Novemberz18 J2009 a 7 00 PM� n Appeal No 2009-066 ,ktY °Tonsberg,� *Frederick and Roberta�Tonsberg have petrhoned,7for a,^Speaal PeimR`pursu_`ant to.Sktion 241M1 H(2)Developed LottPro techon DemolrUon:and Rebmlding on Noncgnnffomm�j-r The petitioner t4:seeks to demohyh the exlsbng dwelling located on the property and reconstruct a new dwelling notm compbance wdh current�seiback t repwreme3ts for the district The property9s'a'ddressed as 2;Short2 Beach Road;Centeernll`e,.MA and is shown on_,sj, sFor s plap 206 7.as parcel 044 The property rs rn a Residence D 1,Zoni g Drstnc x F-f7 Appeal No 2009-066 ��� ti�5FL0 N Inc x t s k FFLON Inc�(flklaMerhafloUSA Inc)asiubsldraryofQualcomm� Inchas @pphed for a'mod3fi�Uon of Variance Nos 2002 034 and:, 1989,021rrThe�mod�cabon seeks.to operate adddroryal wireless` ; lli§_ roumcations on the exlshng commumcabori3owea ndfprowde y'foi the rn"stallabonsof;ad'd�6onal antennas and:necessary.ground y i re w menu at the base`of theTower 3The property is�addressed `y1731SennoeRoad WestBamstable�MAandisshownonAsses sor s Map 194 es parcel 010 yV00 and T00 KThe propertys rn a: ��_Residence F,Zoning f]rstnct.�; fi ,Appeal No 2009-066 ti� f Lennon r , I Edward and Kelly Lennon have,pebtloned for a Speual_Permrt pursuant to SecUon:2 A4 he peb ;r `hovers are eelung the;perrnrt to`allow a family aparhnent;of 885 sq RMTIie_properlyYis aAdressed.23 Old Stage.Road Centerville MA and.is shown on Assessor s Map 208 as parcel 156 It is m the ; Residence'FZoning`Distnay;�r�'JrYly +�rl }ram 3A'ppeal.No 2009-0BTZ < Kelleher aredJ Kelleherhssa hedforaVanancetoSechon240471A E .Family Apartments s. ;The applicant s seeking the variance for a r:famity:apartmenQ'be.located in.an existing detached accessory` structurezocated on the propertyw,T a loptieri of the sUuctilre does not conforr'n,to the regmred yard setback Ann.t a area of tli eapart mentexceedsthatpermittedas;ofrightby160sgft Thepropertyis addressed 30 Ty Qee Lane Cotud'MA It isshown on Assessor s - ;Map 023 as parce1,028 It rs rn iris F esrderice F Zon rig bistnct ; ��TtiesepubhcheanngswtllbeheldatBamstableTowriHall;367Mam� ;R=Street Hy annis MA rritheHeanngRoom 2Floor oriWednesday .November l8"2009 at 7 00 PM.,fPlans and'apphcahons may bi. ey{ 'reviewed at the Zoning Board of;A nag ppeals Office Growth Mae merit Department Town Office's"200 Marta Street Hyannis MA q ; LaurakF Shufelt * r } Yf $Chau - k Zoning Board of,Appeals, The BamstablePatnIb '' r 0c6ber30 and November 5;2009 1 Town' of Barastabxe Regulatory Services BARNS A.BM ' Thomas F.Geiler,Director v nuss, fo; 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town_barnstable.ma.us Office: 508-862-403 8 Fax: 508-790- I Property Owner Must Complete and Sign This Section If Using ABuilder r Crown Atlantic Company LLC , as Owner of the sub)ect:property here by authorize Kyle $uringon and or wireless Construction Inc to act oa mybebalf) in all matters relative to work authorized by this building permit application for. 1710 Service Road Barstable MA 02668 (Address of Job) b Signature of Owner a • Q.u�.� tx ��e �CuPnnt (av uc Cc'J y I l • If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. io-7i4f- °F rq Barnstable THE • AlWlmerica City BARNSTABLE, �F 39. The Town of Barnstable Growth Management Department Jo Anne Miller Buntich 2007 Interim Director October 21, 2009 Via Facsimile: 508437-0486 Flo TV, Inc. (Mediaflow USA, Inc.) do Scott Curry Centerline Communications, LLC 960 Turnpike Ave Canton, MA V' RE: Site Plan Review # 024-09 V) 1731 Service Road, Barnstable, MA - Map 194, Parcel 010 WOO Proposal: Install new broadcast equipment inside new shelter and mount one (1) UHF broadcast antenna and two (2) dish antennas to an existing tower. In addition, mount two (2) GPS antennas to the new shelter. Dear Mr. Curry: Please be advised that the above-referenced proposal was found to be administratively approvable subject to the following: • Approval is based upon plans entitled "1731 Service Road, Barnstable, MA" prepared for Flo TV by KMB Design Group, LLC, 9 Sheets: T-1 and Z1-7 dated June 19, 2009, with final revisions September 21, 2009 per SPR comments • Applicant must obtain and comply with all other applicable permits, licenses and approvals required. • Modification of the existing variance must be obtained from the Zoning Board of Appeals. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in 367 Main Street, Hyannis, MA 02601 (o) 508-862-4678 (f) 508-862-4782 200 Main Street, Hyannis, MA 02601 (o) 508-862-4786 (f) 508-862-4784 i accordance with professional standards that all work has been done in substantial compliance with the approved site plan and any changes resulting from Zoning Board of Appeals decision. Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan Review/Regulatory Review Coordinator CC: SPR File # 030-09 Building Commissioner, Tom Perry Zoning Board of Appeals 367 Main Street, Hyannis, MA 02601 (o) 508-862-4678 (f) 508-862-4782 200 Main Street, Hyannis, MA 02601 (o) 508-862-4786 (f) 508-862-4784 r i ' . PCs - Local Service.-Endless Possibilities. Mike Butters_ Construction Manager Boston PCs m . 125 shawmut Road,Canton MA 02021 Office 781.774.7008 PCs 781.254.4193 fax 781.828.5989 E-Mail mwbuttersmaoLcom �1 1-bo - # ll- I h� • Jq � PU �.o . Toa i SELF-SUPPORTING TOWER REPORT � w". i • Structural Analysis Report Proposed Antennae Configuration Existing 160 ft, Self-Supporting Tower CCD BARNSTABLE 959491 SITE#807198 i BOSTON PCS CLAY HILL SITE#201.001.1 ' Barnstable, MA ME PROJECT # 02-0086 For a CROWN CASTLE / BOSTON PCS Woburn, MA c M Prepared by: E.MARK ` MALOUF STRUCTURAL �orsT� E. Mark Malouf, PE Registered Professional Engineer Massachusetts#36943 February 4,2002 • MAIOUF ENGINEERING INX INC. I f 275 W.CAMPBELL RD.,SUITE 611 RICmmsoN,TExAs 75080.3549 -TEL.972-783-2578 Fax 972.783-2583 www.maloufengineering.com � ,500/100'a.ofito# RUSYo mmoldo TT5£ 6ZL 18L FT:6T ZooF,5o's23 3 r , CROWN CASTLE CCD BARNSTABLE 959491 SrTE#807198 I. SUMMARY A stress analysis was performed by MEI as requested and authorized by Mr. Lincoln Erhard, Crown Castle, to determine whether the existing tower will be in compliance with the TIA/EIA 222-F Standard when supporting the provided proposed antenna configuration. The different report sections detail the applicable information used in this evaluation, relating to the tower data,the antenna configuration and the wind and ice loading considered. Based on the analysis results, the tower member stresses are in conformance with the TIAIEIA 222E Standard for the loading considered. The installation of the proposed Boston PCS antennas is structurally satisfactory provided the schematic lines layout is followed. I1. TOWER HISTORY / DATA The following tower information has been made available or is known to MEI ®of Information Site Address Rt.6 Service Road, Samstable,MA/ 41-41-1.4 N LAT 70-21-34.1 W LON Tower Owner&Site No. CROWN CASTLE —CCD BARNSTABLE 959491 SITE#807198 Oil inal Des i net Fabricator ANDREW CORP. Ori ination`Date 1998 of sections and on Tower Model 8 Configuration fixed base. Facelwidth of 22'-4"ular �! at the base oo7e8" a op with a uniform slope,having double lacing configuration. The tower base is on relative) Ievet round. Ori final Wlnd 8 Ice R uirements TIAIEIA-222—E — 100 M h+ 1/2"Ice Tower History/Prior Structural No known prior structural modification. Modification INFORMATION SUPPLIED FOR ANALYSa: All tower information used in the analysis was obtained as follows: Su lied B T e of information Tower Mast CROWN CASTLE— Limited Original Tower Manufacturer Drawings by Andrew, drawing LINCOLN ERHAFD 0 U-94684C,dated 6/26/96 as supplied by Crown. • Antennas CROWN CASTLE Existing antenna information as per antenna list data LINCOLN ERHARD supplied Crown Castle on 2/1/02. Proposed antenna information as per data supplied via e-mail ' b Lincoln Erhard of the Crown Castle dated 214/02. " No Foundation and soil data were made available. Foundation ^� Tower and antenna data antenna configuration and if any discrepancies lare noe as the t d,please notify MEJ.data lned. Please !1 review lower model and Job#02-0086-02104102- pg. 3 MALOUF ENGINEERING INTERNATIONAL,INC without Mays written consent.2002,MEI,inc. This report is not to be reproduced or copied in whole or in Psn ionn-i Otto# rrit10IZKBIdaimi 3ZZS'dC NMO�iC 115£ 6ZL T8L ZT:6T ZOOZ,50'Saa i r CROWN CASTLE CCD BARNSTABLE 959491 SITE#807198 MATERIALS INFORMATION USED IN ANALYsis: The following material properties were used for this structural analysis: Logs Pie —50 KSI Yield Strength -Diagonals' Single Angular--36 KSI Yield Strength Horizontals Single Angular—36 KSI Yield Strength- Redundant Braces' Not Applicable Log Splice &Lacing Bolus'IA425 High Strength grade As Per Andrew,drwg#LI-94684C,dated 6/26/96 ASSUMPTIONS: y This engineering study is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied,and therefore, its results are based on and as accurate as that supplied data. MEI has made no independent determination,nor is it required to, of its accuracy. The following assumptions were made for this structural stress analysis: The tower member sizes and configuration are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. • The antenna configuration is as supplied and/or as stated in the analysis section. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. ' Some assumptions are made regarding antennas and mounts sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type&industry practice. • The soil parameters are as per data supplied or as assumed and stated in the calculations. Refer to the Appendix. if no data is available, the foundation system is assumed to support the structure with its new reactions. This existing tower is assumed, for the purpose of this analysis, to have been properly maintained in accordance with the TIA/EIA Standard and/or its original manufacturer and to be in good condition with no structural defects and with no deterioration to its member capacities cas-new'condition). + All welds and connections are assumed to develop at least the member capacity, unless determined otherwise and explicitly stated in this report. All guy cable assemblies are assumed to develop the rated breaking strength of the wire. +- All prior structural modifications, if any, are assumed to be as per data supplied/available, to have been properly installed and to be fully effective. ME] recommends that an assessment of the actual condition of the tower be performed by qualified personnel. Please contact MEI for a checklist. r MALOuF ENGINEERING INTERNATIONAL,INC Job#02-0086-02/04/02- Pg. 4 This repon is not to be reproduced or copied in whole or in part without MEI's written consent.2002,MEI, inc. 9 ' r_nnicnn• z nr,r,nlE IKNOILXIRi3ZISI SIZSK� AIM02i� TT5£ 6ZL T8L £T:tT ZOOZ,9O'923 I r .. { CROWN CASTLE CCD BARNSTABLE 959491 SITE#807198 V. FINDINGS • Based on the computer structural analysis results, the existing self-supporting tower does meet the irequirements of ANSiMA191A 222-F Standard for a basic wind speed of 100 Mph with and without 1/2" Ice(with 25%reduction)for the antennae configuration considered without structural modification. • Based on the analysis results, the tower members are at or below their allowable capacities at all elevations (see pg. 6) at the wind loading considered. Refer to the Graphical Results Diagrams in Appendix 2 for visual depictions of the analysis results. • No foundation data was made available; therefore its condition could not be determined for the new base reactions. . This analysis considered the transmission lines to be located at the appropriate wind exposure as per data available. Refer to the schematic Tx-Lines layout included in tlie Appendix and which is integral to the analysis results. • All tower and antenna data is based on information supplied by CROWN CASTLE AND MEI RECORDS,and therefore,the analysis results are based on and as accurate as that supplied data. ; The tower mast is at its maximum support capacity (100.8% max. stress ratio) at this wind loading, therefore no additional loads besides the antenna configuration considered should be installed without further structural evaluation. A � VI. RECOMMENDATIONS • The existing tower member stresses are in conformance with the T/A/E/A 222-F Standard for the wind loading considered while supporting the previously stated antenna configuration loads. . . Install the now Boston PCS panel antennas at elevation 160 ft c.L ±AGL using leg mounts and use MTS mounting blocks#CB158 or CB158L or equivalent for the new transmission lines which are to be properly supported and tied and located as shown in the schematic lines layout in the Appendix. Install accordingly Installation procedures and loading are not with the scope of this report and should be performed and evaluated by a competent tower erection contractor. s MALOUF ENGINEERINGINTERNATIONAL,INC Job#02.0086-02/04102• Pg, 7 This report is not to tx reproduced or copied in whole or in par without MEl's written consent.2002,MEI,inc.(b 900/�ooa'oii�0# 'IKN0i1'dA)i21NI ZUSK3 NMO'dO TT9£ 6ZL T8L £T:bT ZOOZ,90'933 r H CROWN CASTLE CCD BARNSTABLE 959491 SITE#807198 ViI. REPORT SCOPE & LIMITATIONS The engineering services rendered by MALouF ENGINEERING INTERNATIONAL, INC. ('ME!') in connection with this Structural Analysis are limited to a computer analysis of the tower structure, size and capacity of its members. MEI does not analyze the fabrication, including welding and connection capacities, except as included in this Report. The information and conclusions contained in this report were determined by application of the current "state-of-the-art-engineering and analysis procedures and formulae, and ME1 assumes no obligation to revise any of the information or conclusions contained in this repot in the event such engineering and analysis procedures and formulae are hereafter modified or revised. MEI makes no warranties, expressed or implied in connection with this Report and disclaims any liability arising from original design, material, fabrication, and erection deficiencies or the "As-Built'condition of this tower. ME1 will not be responsible whatsoever for or on account of consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this Report. Installation procedures and loading are not within the scope of this report and should be performed and evaluated by a competent tower erection contractor. Modification Design is Not within the scope of this report. The tower reinforcement design and detailing can be performed by MEI under a new consulting agreement. Y i MALOUF ENGINEERING INTERNATIONAL,INC Job#02-0086-02104102- Pg, 8 This report is not to be reproduced.or copied in whole or in pan without MEI's writton consent.2002,MEI, inc.C) GOO/Goo-d nib# 'YNOI,LYMUIISI 3'I1SK0 tMM 115£ 6ZL T8L £T:bT ZOOZ,90'933 B;'7 TOWN OF BARNSTABLE ZONING BOARD OF APPEALS *89 MAY 17 P 2 :57 VARIANCE DECISION AND NOTICE ------------------------------------------------------------ APPEAL # 1989-21 PETITIONER: FREDERICK CONANT/NYNEX MOBILE COMMUNICATIONS ------------------------------------------------------------ At a regularly scheduled hearing of the Barnstable Zoning Board of Appeals , held on March 23 , 1989, notice of which Was forwarded to all interested parties pursuant to Chapter 40A of the General Laws of Massachusetts, the petitioners , Frederick Conant and NYNEX Mobile Communications, Inc. , through Attorney Michael Ford, petitioned the Board for a variance pursuant to the Barnstable Zoning Bylaws, Section 5-3 .2, General Powers of the Zoning Board of Appeals. The petitioners sought relief from the following sections of the zoning bylaw: 1 Section 2-3 ; 1 , Conformance to Use Regulations; 2 Section 3- 1 .4( l ) , Principal Permitted Uses ; 3 Section 371 . 4(5) , Bulk Regulations. The petitioners propose to erect a 150 foot hight mobile communications tower and a 12 by 26 square foot accessory building on two contiguous lots of some 89,910 square feet located in an RF zoning district (assessor's map 194, lots IOWB and 10 CO) . The tower is to be used by NYNEX to provide cellular telephone service to users in the mid-cape region. The triangular tower is designed to be self=supporting (no guy wires) . The tower will be surrounded by a seven foot high fence for security. Access to the tower and accessory building will be by a 12 foot wide paved drive off the Service Road which parallels Route 6. Mr. Ford stated that variance conditions are present because - the site is very steeply sloped downward from the frontage road, dropping some thirty feet within the first 100 feet of depth; that such topography makes use of the site for residential purposes very difficult and literal enforcement of the bylaw would create a severe financial hardship to any owner seeking to make use of the lot for the purpose for which it is zoned; and, relief may be granted without nullifying or derogating from the intent of the bylaw because the tower would require less clearing of the land than a single-family house and, further, providing cellular phone service is in the public interest. I Pit FINDINGS OF FACT: Based upon the information submitted, the Zoning Board of Appeals, by a motion duly made and seconded, made the following findings of fact: . 1 Section 5-3 .2 (5) , Use Variances, authorizes the Board to grant a use variance; 2 the site is very steeply sloped and is unsuited to residential development; 3 the proposed use would result in less clearing of the land than a single-family residential home; 4 such use would not be detrimental to the public good or substantially derograte from the intent of the bylaw. The vote on the findings of ,fact was a follows: AYES: BLISS, HORTON, JANSSON, NIGHTINGALE NAYES: NONE Based upon the information submitted and the findings of n� fact, at a meeting held on May 1`1 , 1989, by a motion duly l p made and seconded, the Board voted to grant the requested relief with the following conditions : 1 there shall be no further subdivision and no further development of the property; 2 the property shall' be maintained clear of rubbish; 3 the height of the. tower shall not exceed 150 feet ; 4 development shall be as shown on a Site Plan dated January 12, 1989., drawn by Arne H. Ojala; 5 the accessory building shall not be sided with concrete block but shall be sided with brick or another material which is appropriate to a residential area;* 6 agencies of the Town of Barnstable shall be allowed use of the communications tower at no charge; 7 in the event that the tower interferes with radio or television reception in the area, NYNEX or the property owner shall remedy the problem at no expense to those individuals experiencing such interference. The vote was as follows : AYES: BLISS, HORTON, JANSSON, NIGHTINGALE NAYES: NONE Any person aggrieved by this decision may- appeal to the Barnstable Superior Court , as described In Section 17 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts by filing a complaint In said Court as well as notice of action with the Barnstable Town Clerk , within twenty (20) days after the filing of this declslon to the office of the Town Clerk. Chairman, cy Zoning Board of Appeals Town of Barnstable Clerk of the. Town of Barnstable, Barnstable County, Massachusetts , hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision In the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and sealed this day of 19_, _under the pains of perjury. Town Clerk DISTRIBUTION: Town Clerk Property Owner Applicant Persons Interested Building Commissioner Public Information Board of Appeals .on. PARTIES OF INTEREST APPEAL NO. 1989-21 FREDERICK CONANT & NYNEX COMMUNICATIONS, INCORPORATED MEETING OF MARCH 23 , 1989 Ava Hornick/Seppo & Paul Soininen Shipwreck Dr, Mashpee, MA Neil Atwood 140 Cammett Way, Marstons Mills, MA John Mckeon 145 Great Marsh Rd, Centerville, MA David & Suzanne Liimatainen 85 Allan Rd, W Barnstable, MA Mary Stegner. Francis Ricci /Frank McDonnell 240 Oak St , W Barnstable, MA . Zeta Realty Trust, 2946 Falmouth Rd, Marstons Sandwich Planning Board Mills, MA Yarmouth Planning Board Mashpee Planning Board THE`T��O . ti Town of Barnstable, Massachusetts • Department of Planning and De ` �STAB� ' velopment � M`M Office of The Zoning Board of A $,, i639. g ppealS rFo MAC a 367 Main Street H yannis,Massachusetts 02601 (508) 775_1120 ext. 159 ADDENDUM 1989-21 Frederick. Conant & N —. nex Mobile Communication, Inc. Please note in the above referenced scribners error the decision should reflect the he ght of tower petition that due fi to a not to exceed 160 ' as indicated in the Petitioners application. f Q: Ed 69. J Construction W/O Permit Subject: Construction W/O Permit Date: Tue, 29 Feb 2000 22:04:54 -0500 From: Pat and Dick Andres<pandres@geoserve.net> To: TOB Lucia<tobclerk@capecod.net> Please take notice; Tower on service road 194 210� WB) ,has an additional 20ft added W/O building permit. The Permitted height was for 150 ft, the structure is now 180 ft. R F Andres c. l G 32°O� `Uut+ces cb 1(0o I of 1 3/1/00 12:55 PM 0 0- kt 4 S, 0 0 0 f -d i V bso-i -)Dl*vt5a ,rjO .1",,)WO ;5"). flort 5AI �52B,-A cf .�Oriibllifjd O\W b5bb,8 Ift"102 Wiaiiibas ars esfl (aw W13, .,Jli 0?_ I -to-It 2uw IrIgipff banirrrvA. z),rJT JirrrV5,-q au- -lip St 081 won ai 3 J,-)u ?,,c)-tbnA I A Ass"essor's office(1st Floor): /�j.(/ a/� U J• Yr-. Assessor's map and lot number / / t I C �Qyo�THE Tod o Board of Health(3rd floor): I v C) Sewage Permit number 01K NAM& Engineering Department(3rd floor): Z DAB L � � true House number �✓i °0,�+6}9• Definitive Plan Approved by Planning Board 19 0 YiY°' APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE ' 6� BUILDING INSPECTOR 4;u tj APPLICATION FOR PERMIT TO � a l a t.J e1 TYPE OF CONSTRUCTION CC4,1 C,� / G� t 1950 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .�i�/I �-c 1 !�1Ar•�8 J / Proposed Use ( GU Zoning District Fire District w• �' �� Name of Owner^ �cf P ddress Name of Buildergwl c •J Address 1 Name of Architect && c-- �c� Address Szvc�Ue� 0�� 3 Number of Rooms / Foundation 4�2LH Exterior Zf C t--, Roofing - 1 -t { Floors Interior J�.+Q-l��c c� e-AL Heating 2C Plumbing Fireplace Vy'P%.e- Approximate Cost -? �LA—) Area �.�xl� pals sfl� Diagram of Lot and Building with Dimensions Fee r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable ar ing the ove c s r ion. NamCeAfg Construction Supervisor's License's - - i24A)CI-5 erN- -ill' 70NANT, -FREDERICK „ NYNEX. MOBILE COMMUNICATIONS, •f. INC. . F No 33817 Permit For INSTALL RADIO TOWER PADS i t Location 1731 Sere; �P Rna� West BarnstahlP � r Owner`Freder; c�k Cnnan+TNTnAx Mobile Communications, Inc. ! , n Type of Construction Ma Gnn r3 Plot Lot Ilk Permit Granted June 19 ! 1990 Date of Inspection ? 19 f' j Date Completed 19 L AI COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. SUPERIOR COURT NO. 89-612 MARY P. STEGNER ) PLAINTIFF ) VS ) STIPULATION OF DISMISSAL FREDERICK CONANT, NYNEX ) MOBILE COMMUNICATIONS, INC. , ) ET AL ) DEFENDANT ) Now come the parties in the- above-captioned matter, . acting by and through their counsel, and hereby agree that the plaintiff ' s appeal be dismissed with prejudice and without costs and attorney'-s fees . Further, all parties waive any rights o ap eal that they may have hereunder . JohnsB. Ao kRns , Esq, Michael D. ' Ford, Esquire McNulty an Hopkins, P.C. Attorney for Box 45.7, Mycock, Kilroy, Green 1441 Route 132 & Ford, P.C. Barnstable, MA. 02630. P. 0. Box 960 771-8000 Hyannis, MA. 02601 1-508-771-5070 BBO#1744.40 izrr6ert D. Smith, . Town A00rney Town Hall -367 Main Street Hyannis, MA. 02601 775-1120 6432d �� `X33��� tJ TOWN OF BARNSTABLE 'S5 i4.uV 17 P 2 :�7 ZONING BOARD OF APPEALS VARIANCE DECISION AND NOTICE -------------------- --------------------------------------- APPEAL # 1989-21 - PETITIONER: FREDERICK CONANT/NYNEX MOBILE COMMUNICATIONS --------------------------------------- --------------------- At a regularly scheduled hearing of the Barnstable Zoning Board of Appeals, held on March 23 , 1989, notice of which was forwarded to all interested parties pursuant to Chapter 40A of the General Laws of Massachusetts, the petitioners , Frederick Conant and. NYNEX Mobile Communications , Inc.., through Attorney Michael Ford, petitioned the Board for a variance pursuant to the Barnstable Zoning Bylaws , Section M 5-3 . 2 , General Powers of the Zoning Board of Appeals . The petitioners sought relief from the following sections of the zoning bylaw: 1 Section 2-3 . 1 , Conformance to Use Regulations; 1� 2 Section 3- 1 . 4( 1 ) , Principal Permitted Uses ; V) 3 . Section 3- 1 . 4(5) , Bulk Regulations . The petitioners propose to erect a 150 foot hight mobile commdnications. tower and. a 12 by 26 square foot accessory building on two contiguous lots of some 89,910 square feet . located in an RF- zoning district (,assessor' s map 194, lots IOW6 and 10 CO) . The tower is to be used by NYNEX to provide cellular telephone service to users in the mid-cape region. The triangular tower is designed to be self-supporting (no guy wires) . The tower will be surrounded by a seven foot high fence for security. Access to the tower and accessory building will be by a 12 foot wide paved drive off the Service Road which parallels Route 6. Mr. Ford stated that variance conditions are present because the site is very steeply sloped downward from the frontage _: road, dropping some thirty feet within the first 100 feet of depth; that such topography makes use of the site for residential purposes very difficult and literal enforcement of the bylaw would create a severe financial hardship to any owner seeking to make use of the lot for the purpose for which it is zoned; and, relief may be granted without nullifying or derogating from the intent of the bylaw because the tower would require less clearing of the land than a single-family house and, further , providing cellular phone service is in the public interest. 41 FINDINGS OF - FACT: Based upon the information submitted, the Zoning Board of Appeal.s,. by a motion duly made and seconded, made the following findings of fact: 1 Section 5-3 .2 (5) , Use Variances , authorizes the Board to grant_ a use variance; . 2 the site is very steeply sloped and is unsui.ted to residential development; 3 the proposed use would result in less clearing of the land than a single-family residential home; 4 such use would not be detrimental to the public good or substantially derograte from the intent of the bylaw. The vote on the findings of fact was a follows: AYES: BLISS, HORTON, .JANSSON, NIGHTINGALE NAYES: NONE i Based upon the information submitted and the findings of fact, at a meeting held on May 11 , 1989, by a motion duly made and seconded, the Board voted to grant the requested relief with the following conditions : 1 there shall be no further subdivision and no further development of the property; 2 the property shall be maintained clear of rubbish; 3 the height of the tower shall not exceed 150 feet ; 4 development shall be as shown on a Site Plan dated January 12, 1989, drawn by Arne H. Ojala; 5 the accessory building shall not be sided with concrete block but shall be sided with brick or another material which is appropriate to a residential area; 6 agencies of the Town of Barnstable shall be allowed use -of the communications tower at no . charge; 7 in .the event that the tower interferes with radio or television reception in the area, NYNEX or the property owner shall remedy the problem at no expense to those Individuals experiencing such interference. The vote was as follows : AYES: BLISS, HORTON, JANSSON, NIGHTINGALE HAYES: NONE Any person aggrieved by this decision may .appeal to the Barnstable Superior Court , as described In Section 1.7 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts by filing a complalnt In said Court as well as notice of action with the Barnstable Town Clerk , within twenty ( 20) days after the filing of this decision In the office of the Town Clerk. Chairman, cy Zoning Board of Appeals . . Town of Barnstable i , Clerk of the Town of barnstab nstable County., Massachusetts , hereby certify that twenty (20) eve elapsed since th o . Appeals rendered Its dec in. ove entitled petition and that ho appeal of sal i has been. flled in the office of the Tow erk. Signe d sealed this day of 19_ _ nder pains of perjury. i Town Clerk DISTRIBUTION: Town Clerk Property Owner Applicant Persons Interested BUI1ding Commissioner Public Information Board of Appeals I, Aune Cahoon, Clerk .of the Town of Barnstable, Barnstable County, Massachusetts hereby certify that an appeal of the decision was filed within twenty (20) days of the Board of Appeals decision as Barnstable Superior Court Case No . 89-612 and that said appeal has been dismissed. Signed and sealed this i6. day of .May, 1990 , under the pains and penalties of perjury. Town Clerk i i 1 U :.i U LIJ �u C1 i -- L:: I i a r; TOWN Cl..Epp. TOWN .OF BARNSTABLE ZONING BOARD OF APPEAL S `ag � 17 Z� � VARIANCE DECISION AND .NOT I.CE -------------------- APPEAL # 1989-21 PETITIONER: FREDERICK CONANT/.NYNEX MOBILE COMMUNICATIONS ------,------------------------------------------------------- . At ajredularly scheduled hearing of the- Barnstable Zoning -Boa, of Appeals, held on March 23 , 1989,.. notice of which wasJ forwarded to all interested parties pursuant to Chapter 40A of the General Laws of Massachusetts., the petitioners , Frederick -Conant and NYNEX Mobile Communications, Anc. , through Attorney Michael Ford, petitioned the Board for a variance pursuant to the Barnstable` Zoning Bylaws , Secti.on 5-3. 2 , General Powers .of. the Zoning Board of Appeals . The petitioners sought relief from the following sections of the zon.i.ng bylaw: 1 Section 2-3 . 1 , Conformance to Use. Regulations ; 2 Section . 3- 1 . 4( 1 ) , Principal Permitted Uses ; 3 Section 3- 1 . 4(5) , Bulk Regulations. The petitioners propose to 'erect a 1.50 foot hight mobile communications .tower .and a 12 by 26 square - foot accessory bu it d i ng .on two cont•.i guous lots of some 89,910 square feet located in an RF zoning district (assessor' s map 19.4, lots_ 10WB. and 10 CO) . The tower is to be used by NYNEX to provide cellular telephone service to users in the mid-cape region. The triangular tower .is designed to be .self-supporting (no guy wires) . The tower will be surrounded. by a seven foot high fence for security. Access .to the .tower and accessory . building will be by a 12 foot wide paved drive off the Service Road which parallels Route 6. Mr..- Ford stated that variance conditions ' are present because the..-site, is very steeply sloped downward from the frontage road, dropping some thirty feet within th.e first.. 100 feet of depth; that such .topography makes use of the s.ite ' for residential purposes very difficult and literal enforcement of- the bylaw .would. create a severe financial hardship to any owner seeking to make use of the lot for the purpose for which it is zoned; and, relief may be granted without nullifying or derogating from the• intent of the bylaw because the tower would require less clearing of the land than. a s.i ng l e-fam i.l y house and,' further,. prov i d.i ng' cellular phone 'service is ' in. the public interest. i FINDINGS OF FACT: ..Based upon the information submitted, the Zoning Board of Appeals, by a motion: duly made and seconded, made the following findings of. 'fact: 1 Section 5-3 .2 (5) , Use Variances , authorizes the Board to grant a .use variance ; 2 the site is very .steeply sloped and is unsuited to resi.dential development; 3 the proposed use wou 1 d resU'l t i:n less c.l ear i ng .of the land than a single-family residential home; .4 such use -would- not be detrimental to the public good or substantial..ly. derograte- from the intent of the bylaw. The vote on -the findings of fact was a follows : .AYES: BLISS, HORTON, JANSSON, NIGHTINGALE NAYES: NONE Based upon , the information submitted and the findings of fact, at' a meeting held' on May 11 , 1989, by a motion duly made- and -seconded, the Board voted to 'grant the requested relief with the - following conditions : 1 there shall be no further subdivision and no further development of the property; 2 the property shall be. maintained . clear of rubbish; 3 the height of the tower shall not exceed 150 feet ; 4 development shall be as shown on a Site Plan dated January 12 , 1989, drawn by Arne H. Ojala ; 5 the accessory building shall not be sided with concrete block. but shall be sided with brick or another mater.ial . which is appropriate. to a residential area; 6 . agencies of the Town of Barnstable shall be allowed use of the communications tower at no charge; 7 i'n the event that the tower interferes with radio or television reception in the area, NYNEX or the property owner shall remedy the problem at no expense 'to those individuals experiencing such interference. . The vote was as follows AYES: BLISS; . HORTON, JANSSON, NIGHTINGALE NAYES.: NONE Any person aggrieved by this decision may appeal to the Barnstable Superior Court , as described to Section 17 of . Chapter 40A of the General Laws (Df the Commonwealth of Massachusetts by filing a .complaint In said Court as well as notice of action with the Barnstable Town Clerk , within twenty (20) days . after' the filing of this decision in the office of the Town Clerk. Chairman., . C.y Zoning Board - of Appeals .. Town of Barnstable i . C Verk of the Town .of Barnstable, Barnstable County, Massachusetts , hereby certify that .twenty (20) days have elapsed. since the Board. of. Appeals rendered its decision. in the above entitled petitlon and that no appeal of said decision has been filed in the office of the .Town Clerk. S 1 gned and sealed t.h 1 s day' of 19_ _under the pains. of perjury. Town Clerk DISTRIBUTION: Town Clerk ' Property Owner Applicant Persons .Interested Building Commissioner Public 'Information Board of Appeals i J1-23-97 10=57A C"'ERLAND COMMUNICATIONS 508 420 0627 P-05 6UOK71.61vhff G5� I, Aune Cahoon. Clerk of the Town of Barnstable, Barnstable County, Massachusetts hereby certify that an appeal of the decision was filed within twenty (20) days of the Board of Appeals decision as Barnstable Superior Court Case No. 89-612 and that said appeal has been dismissed. Signed and sealed this iG day of May, • 19. ,0',• tirid T,`fbe"- pains and penalties of perjury. �'� �. Town Cle'xjc PA 8AAN5TA8LE COUNTY A TRRuuE Co Y,ATrrEDEEDS-r J"F-BADE,REGL"FR REC�RC�tn c�Ax is 9 0 l "73f , c yc� � c C t,v� 4 .i I 6. CROWN Date: June 19,2015 (:C%OO CASTLE Timothy Howell Crown Castle Crown Castle 2000 Corporate Drive 3530 Toringdon Way Suite 300 Canonsburg, PA 15317 Charlotte, NC 28277 (724)416-2435 Subject: Structural Modification Report Carrier Designation: Vedzon Wireless Co-Locate Carrier Site Number. 138518 Carrier Site Name: Barnstable, MA Crown Castle Designation: Crown Castle BU Number: 807198 Crown Castle Site Name: CCD BARNSTABLE 959491 Crown Castle JDE Job Number. 334970 'Crown Castle Work Order Number: 1075985 Crown Castle Application Number 297517 Rev. 0 Engineering Firm Designation: Crown Castle Project Number: 1075965 Site Date: 1731 SERVICE ROAD,BARNSTABLE, Barnstable County,MA Latitude 410 41'1.39",Longitude-700 21'34.09" 160 Foot-Self Support Tower Dear Timothy Howell, Crown Castle is pieased'to submit this "Structural Modification Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work'and the terms of Crown Castle Purchase Order Number 1075965, in accordance with application 297517, revision 0. The purpose of the analysis.is to determine acceptability of the tower stress level including the proposed modifications as outlined in the attached drawings, "Applendix D'. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC4: Modified Structure w/Existing+ Proposed Sufficient Capacity Note:See Table I and Table II for the proposed and exlsUng loading,respecUvely. The analysis has been performed In accordance with the TIA-222-G standard and 2009 IBC as amended by the 2010 Massachusetts State Building Code, Eighth Edition, based upon a wind speed of 120 mph 3-second gust. Exposure Category B with a maximum topographic factor, Kzt, of 1.65 was used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you.and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. ° Structural analysis prepared by: Eili 1. Fay Respectful) submitted by c� �lo,l. Aaron C. Poot, P.E. U co ;. Manager Engineering , �R,�v°°'v�r.°`s r.^p Via.;`,:•,� tnxTower Report-version 6.1.4.1 °' +v' I June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table 2-Existing Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Table 6-Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations 8)APPENDIX D Required Modification Drawings I tnxTower Report-version 6.1.4.1 I ' ' June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 3 1) INTRODUCTION This tower is a 160 ft Self Support tower designed by Andrew in June of 1996. The tower was originally designed for a wind speed of 100 mph per TIA/EIA-222-E. The modification drawings designed by CCI and attached in Appendix D, have been considered in this analysis. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 120 mph with no ice, 40 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category B with topographic category 5 and crest height of 95 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (fty Elevation Antennas Manufacturer Lines Size(in) (ft) 3 alcatel lucent 613 RRH4X30-4R 3 alcatel lucent B25 RRH4x30-4R I I 3 alcatel lucent RRH2X60-AWS 3 amphenol HT4C6318R000G w/ Mount Pipe 148.0 148.0 2 antel BXA-70063-4CF-EDIN-X 1 1-5/8 w/Mount Pipe 6 commscope SBNHH-1 D65B w/Mount Pipe 2 rfs celwave DB-B1-6C-12AB-0Z Table 2-Existing Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) I 1 andrew PAR8-59 154.0 154.0 1 EW63 1 1 tower mounts Pipe Mount[PM 602-1] l 3 alcatel lucent RRH2X40-AWS I I 3 amphenol BXA-171063-8CF-EDIN-X w/Mount Pipe BXA-70063-6C F-E D I N-2 5 antel w/Mount Pipe 6 11-5/8 12 l� 148.0 I 148.0 1 raycap RxxDC-3315-PF-48 1 I 3 rymsa wireless MG D3-800Tx w/Mount Pipe I I 1 antel BXA-70063-4CF-EDIN-X w/Mount Pipe 13 1-5 88 1 1 tower mounts Sector Mount[SM 410-3] 135.0 135.0 1 andrew PARE-59 1 EW63 1 I I 1 tower mounts Pipe Mount[PM 601-1] tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 128.0 128.0 1 1 andrew PARE-59 1 EW90 1 1 tower mounts Pipe Mount[PM 601-1] 126.0 132.0 1 decibel DB809K-Y l 126.0 1 tower mounts Side Arm Mount[SO 306-1] 111.0 117.0 1 decibel DB809K-Y 1 1/2 1 111.E 1 tower mounts Side Arm Mount[SO 203-1] 1 andrew HP6-59 110.0 110.0 1 EW63 1 1 tower mounts Pipe Mount[PM 602-1] 105.0 105.0 1 andrew 131-4-107 1 EW90 1 1 tower mounts Pipe Mount[PM 601-1] 104.0 104.0 1 kathrein CL-FMRX/HRM 1 1/2 3 } 1 tower mounts Side Arm Mount[SO 304-1] 1 andrew PAR8-107 90.0 90.0 1 EW63 1 1 tower mounts Pipe Mount[PM 602-1] 2 andrew P2-57W 85.0 85.0 2 EW63 1 1 tower mounts Side Arm Mount[SO 203-1] I 3 kmw communications HB-X-WM-17-65-OOT 79.0 79.0 kmw 6 7/8 1 3 communications KUNAPS206000 1 tower mounts I Side Arm Mount[SO 103-3] 68.0 1 dielectric 7C-M16-C-719-LOWRFR LP 60.0 60.0 1 tower mounts Side Arm Mount[SO 201-1] 1 I 3-1/8 I 3 2 patriot antenna 1.8 METER 25.0 25.0 systems 2 5/16 3 2 tower mounts Pipe Mount[PM 601-1] �. Notes: 1) Existing Equipment 2) Equipment to be removed,not considered in analysis 3) Abandoned equipment to be removed,not considered in analysis Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 160 160 12 decibel D68441-180 12 07/8 155 155 1 generic 6'STD w/RAD 1 150 150 1 generic 4'STD w/RAD 1 125 125 1 generic 6' STD w/RAD 1 120 120 1 celwave PD455 1 110 110 1 generic 6' HP 1 EWP52 105 105 1 generic 4' STD w/RAD 1 EWP90 80 80 1 generic 4'STD w/RAD 1 EWP90 1 I 2 sinclair SRL460 2 I 1/2 tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 5 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS FDH Engineering 673810 CCISITES 4-TOWER FOUNDATION Andrew 403966 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Andrew 673844 CCISITES DRAWINGS 4-TOWER REINFORCEMENT Crown Castle Appendix D ON FILE DESIGN/DRAWINGS/DATA 3.1) Analysis Method tnxTower(version 6.1.4.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Elevation(ft) Component Type Size Critical P(K) SF'P_allow % Pass/Fail No. Element (K) Capacity T1 160-140 Leg P4x.237- - 1 r -12.12 116.25 1 10.4 Pass T2 140-120 Leg P5x.258 25 -44.99 169.38 26.6 Pass T3 120-100 Leg P5x.258 46 -82.62 169.38 48.8 Pass T4 100-80 Leg P6x.28 67 -120.43 203.71 59.1 Pass T5 80-60 Leg P8x.322 82 -167.40 334.44 50.1 Pass T6 60-40 Leg P8x.322 97 -214.98 334.44 64.3 F ass T7 40-20 Leg P8x.322 112 -263.01 334.44 78.6 Pass T8 20-0 Leg P10x.365 127 -311.92 495.55 62.9 Pass T1 160-140 Diagonal L2 1/2x2x3/16 12 -5.86 7.60 77.0 Pass T2 140-120 Diagonal L2 1/2x2 1/2x3/16 33 6.73 8.93 75.4 Pass 86.2(b) T3 120-100 Diagonal L3x2 1/2xl/4 54 -8.84 11.58 76.4 Pass 84.3(b) T4 100-80 Diagonal L 3 x 3 x 3/8 75 -12.29 15.30 80.3 Pass T5 80-60 Diagonal L3 1/2x3 1/2x3/8 90 -13.88 21.20 65.5 Pass 77.6(b) T6 60-40 Diagonal L31/2x31/20/8 105 14.99 17.99 83.3 Pass 83.8(b) T7 40-20 1 Diagonal L4x4x3/8 120 -16.23 23.44 69.3 Pass tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 6 Section Elevation(ft) Component Type Size Critical P(K) SF'P allow % Pass/Fail No. Element (K) Capacity 72.4(b) T8 20-0 Diagonal L4x4x3/8 135 -18.19 20.58 88.4 Pass T1 160-140 Top Girt L2 1/2x2x3/16 5 -0.08 4.65 1.6 Pass Summary Leg(T7) 78.6 1 Pass Diagonal 88.4 F Pass (T8) Top Girt 1.6 Pass (Ti) 11 Bolt Checks 86.2 Pass Rating= 88.4 Pass Table 6-Tower Component Stresses vs. Capacity-LC4 Notes Component Elevation(ft) %Capacity Pass/Fail 1 Anchor Rods 0 71.7 Pass 1 Base Foundation 0 48.7 Pass 1 Base Foundation 0 68.5 Pass Soil Interaction Structure Rating (max from all components)= 88.4% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations Perform the modifications detailed in"Appendix D"to remedy the deficiencies identified in Crown Castle Work Order No. 1065712. As requested,the results of the tilt and twist values for a 60 mph 3-second gust service wind speed per the TIA-222-G standard are given below: Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 154" PAR8-59 47 1.780 0.0887 0.0216 Inf 135' PARE-59 47 1 A20 0.0864 0.0183 423142 128' PAR6-59 47 1.289 0.0842 0.0173 209174 110, HP6-59 47 0.969 0.0746 0.0147 88364 105, 131-4-107 47 0.887 0.0712 0.0139 75937 90, PAR8-107 47 0.664 0.0601 0.0115 78418 85' P2-57W 47 0.598 0.0565 0.0107 86074 tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 7 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1.4.1 160_O ftft �► DESIGNED APPURTENANCE LOADING m TYPE ELEVATION TYPE ELEVATION ry �5 I I I I Lighting Rod 518"x 4' 160 Pipe Mount(PM 601-11 135 k i7i C Pipe Mount[PM 602-1] 154 PAR6.59 135 PARS-59 154 Pipe Mount[PM 601-11 128 6'x 2"Mount Pipe 148 PARE-59 128 6'x 2"Mount Pipe 148 DB809K-Y 126 140 O ftft 6'x 2"Mount Pipe 148 Side Arts Mount[SO 306-11 126 ai BXA-700634CF-EDIN-X wl Mount 148 DB809K-Y 111 Pipe Side Arts Mount[SO 203-11 111 BXA-700634CF-EDIN-X wl Mount 148 ^ Pipe Pipe Mount]PM 602-11 110 HP6.59 110 p ? - BBXA-700634CF-EDIN-X wl Mount 148 Pipe Mount[PM 601-1] 105 ® Pipe Pipe Mo 105 o, HT4C6318R000G w/Mount Pipe 148 HUG6318R000G w/Mount Pipe 148 Pipe Mount[PM 802-1] 90 m HT4C6318R000G w/Mount Pipe 148 PARS-107 90 �+ Side Am Mount[SO 203-11 85 ry 120.0 ftft (2)SBNHH-1 D65B wl Mount Pipe 148 u (2)SBNHFI-1D658 w/Mount Pipe 148 P2-57W 85 (2)SBNHH-1D65B w/Mount Pipe 148 P2-57W 85 813 RRH4X304R 148 HB-X-WM-17.65-0OT 79 B13 RRH4X304R 148 KUNAPS206000 79 C - B13 RRH4X304R 148 KUNAP5206000 79 B25 RRH4x304R 148 KUNAPS206000 79 J KUNAPS206000 79 B25 RRH4x304R 148 825 RRH4x30.4R 148 4"Tube Tieback(10'Wide) 79 RRH2.X60-AWS 148 6'x 2"Mount Pipe 79 100 O ft% 4"Tube Tieback(19 Wide) 79 m RRH2X60-AWS 148 RRH2X60-AWS 148 Side Arm Mount[SO 103-31 79 DB-B1.6C-12AB-OZ 148 4'Tube Tieback(IV Wide) 79 m °D DB-B1-6C-12AB-0Z 148 6'z 2"Mount Pipe 79 11 Sector Mount ISM 410-31 148 6'x 2"Mount Pipe 79 >< HB-X-WM-17.65-0OT 79 ei J MATERIAL STRENGTH GRADE FLFu GRADE Fy Fu ' 80.0 ItQ A572-50 50 ksi 65 ksi A36 136 ksi 158 kai in a TOWER DESIGN NOTES 1. Tower is located in Barnstable County,Massachusetts. c i 2. Tower designed for Exposure B to the TIA-222-G Standard. 3. Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to x increase in thickness with height. 60.o It 6. Deflections are based upon a 60 mph wind. 6. Tower Structure Class It. m 7. Topographic Category 5 with Crest Height of 95' 8. TOWER RATING:88.4% ALL Rtslt;i iurvzi o_ AREFACTORED N r 1 a MAX.CORNER REACTIONS AT BASE., DOWN., 325 K SHEAR: 42 K 40.0It UPLIFT.' -281 K SHEAR: 38 K AXIAL I " 115 K SHEAR MOMENT m 8 K 866 kip-lit 20.0 Iti TORQUE 6 kip-ft 40 mph WIND-0.7500 in ICE AXIAL x " 44 K _o o SHEAAL� MOMENT 71 K 6002 kip-ft 0.0 It TORQUE 61 kip-ft REACTIONS-120 mph WIND N � v v m " 2 v c @ c c n t7 o o f7 c m m m a '>m N J J O 0 F ImY Ok > Crown Castle lob: BU#807198 CCCROWN 2000 Corporate Drive Project: CASTLE Canonsburg, PA 15317 ckanL Crown Castle Drawn by:Eili I.Farah Apod Code: TIA-222-G Date:06/15/15 state: NTS The Foundation for a Wireless world Phone:(724)416-2435 FAX: 724 416-2254 Path.R4 a Mu ern M�bE te16b8J roK0)1B!WO1a16B6SW w. Dwg No.E-1 I June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 8 Tower Input Data The main tower is a 3x free standing tower with an overall height of 160'above the ground line. The base of the tower is set at an elevation of 0'above the ground line. The face width of the tower is 7'8"at the top and 22'4"at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1) Tower is located in Barnstable County, Massachusetts. 2) Basic wind speed of 120 mph. 3) Structure Class II. 4) Exposure Category B. 5) Topographic Category 5. 6) Crest Height 95'. 7) SEAW RSM-03 procedures for wind speed-up calculations are used. 8) Topographic Feature: Flat Topped Ridge. 9) Slope Distance L: 460'. 10) Distance from Crest x: 140'. 11) Nominal ice thickness of 0.7500 in. 12) Ice thickness is considered to increase with height. 13) Ice density of 56 pcf. 14) A wind speed of 40 mph is used in combination with ice. 15) Temperature drop of 50*F. 16) Deflections calculated using a wind speed of 60 mph. 17) Pressures are calculated at each section. 18) Stress ratio used in tower member design is 1. 19) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals 4 Assume Rigid Index Plate 4 Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios 4 Use Clear Spans For KUr 4 SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 4 Use Azimuth Dish Coefficients 4 Consider Feedline Torque Use Special Wind Profile 4 Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction J Secondary Horizontal Braces Leg 4 Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capacity Exemption i i tnxTower Report-version 6.1.4.1 i June 19, 2015 160 Ft Self Support Tower Structural Analysis CCI BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 9 Wind 180 _ Lea A Wind 90 0 do Leg C Z Leg B Face C Wind Normal Triangular Tower Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ft ft T1 160'-140' 7'8-1/32" 1 20' T2 140'-120' 9'6" 1 20' T3 120'-100' 11'3-31/32" 1 20' T4 100'-80' 13'2-1/32" 1 20' T5 80'-60' 15' 1 20' T6 60'-40' 16'9-31/32" 1 20' T7 40'-20' 18'8-1/32" 1 20' T8 20'-0' 20'6" 1 20' Tower Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft It Panels in in T1 160'-140' 6'8-1/32" X Brace No No 0.0000 0.0000 T2 140'-120' 6'8-1/32" X Brace No No 0.0000 0.0000 T3 120'-100' 6'8-1/32" X Brace No No 0.0000 0.0000 T4 100'-80' 10' X Brace No No 0.0000 0.0000 T5 80'-60' 10' X Brace No No 0.0000 0.0000 T6 60'-40' 10' X Brace No No 0.0000 0.0000 T7 40'-20' 10' X Brace No No 0.0000 0.0000 T8 20'-0' 101. X Brace No No 0.0000 0.0000 Tower Section Geometry cont'd tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 10 Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade It T1 160'-140' Pipe P4x.237 A572-50 Single Angle L2 1/2x2x3/16 A36 (50 ksi) (36 ksi) T2 140'-120' Pipe P5x.258 A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T3 120'-100' Pipe P5x.258 A572-50 Single Angle L3x2 1/2x1/4 A36 (50 ksi) (36 ksi) T4 100'-80' Pipe P6x.28 A572-50 Equal Angle L 3 x 3 x 3/8 A36 (50 ksi) (36 ksi) T5 80'-60' Pipe P8x.322 A572-50 Equal Angle L3 1/2x3 1/2x3/8 A36 (50 ksi) (36 ksi) T6 60'-40' Pipe P8x.322 A572-50 Equal Angle L3 1/2x3 1/2x3/8 A36 (50 ksi) (36 ksi) T7 40'-20' Pipe P8x.322 A572-50 Equal Angle L4x4x3/8 A36 (50 ksi) (36 ksi) T8 20'-0' Pipe P10x.365 A572-50 Equal Angle L4x4x3/8 A36 (50 ksi) (36 ksi) Tower Section Geometry cont'd Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft T1 160'-140' Single Angle L2 1/2x2x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) Tower Section Geometry cont'd Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals It ftz in in in T1160'-140' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T2140'-120' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T3120'-100' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T4100'-80' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T5 80'-60' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T6 60'-40' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T7 40'-20' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) T8 20'-0' 0.00 0.0000 A36 1.03 1 1.05 36.0000 36.0000 (36 ksi) Tower Section Geometry cont'd K Factors tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 11 Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1160'-140' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T2140'-120' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T3120'-100' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T4100'-80' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T5 80'-60' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T6 60'-40' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T7 40'-20' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T8 20'-0' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of-- plane direction applied to the overall length. Tower Section Geometry cont'd Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net U Net Width U Net U Net U Net U Net U Deduct Width Deduct Width Width Width Width in Deduct in Deduct Deduct Deduct Deduct in in in in in T1160'-140' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2140'-120' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3120'-100' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4100'-80' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 80'-60' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 60'-40' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7 40'-20' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T8 20'-0' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizonta Short Elevation Connection Horizontal It Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1160'-140' Flange 0.8750 4 0.6250 1 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T2140'-120' Flange 0.8750 5 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T3120'-100' Flange 1.0000 5 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325X A325N A325N A325N A325N A325N T4100'-80' Flange 1.0000 6 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325X A325N A325N A325N A325N A325N T5 80'-60' Flange 1.1250 6 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325X A325N A325N A325N A325N A325N T6 60'-40' Flange 1.1250 6 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325X A325N A325N A325N A325N A325N T7 40'-20' Flange 1.2500 6 0.8750 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325X A325N A325N A325N A325N A325N tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 12 Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Elevation Connection Horizontal It Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T8 20'-0' Flange 1.2500 0 0.8750 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N I A325N I A325N I A325N I A325N I A325N I A325N Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Face Lateral # # Clear Width or Perimete Weight or Shield Type Offset Offset Per Spacing Diameter r Leg ft in (Frac FW) Row in in plf in Feedline C No Af(CaAa) 148'-0' 0.0000 0.43 1 1 3.0000 3.0000 8.40 Ladder(Af) LDF7-50A(1- C No Ar(CaAa) 148'-0' 0.0000 0.43 12 6 1.0000 1.9800 0.82 5/8") HB158-1- C No Ar(CaAa) 148'-0' 0.0000 0.36 2 2 1.0000 1.9800 1.30 08U8-S8J18( 1-5/8) Feedline A No Af(CaAa) 158'-0' 0.0000 -0.42 1 1 3.0000 3.0000 8.40 Ladder(Af) EW63(ELLIP A No Ar(CaAa) 154'-135' 0.0000 -0.42 1 1 2.0100 2.0100 0.51 TICAL) EW63(ELLIP A No Ar(CaAa) 135'-128' 0.0000 -0.42 2 2 2.0100 2.0100 0.51 TICAL) EW90(ELLIP A No Ar(CaAa) 128'-110' 0.0000 -0.42 3 3 1.2800 1.2800 0.32 TICAL) EW63(ELLIP A No Ar(CaAa) 110'-105' 0.0000 -0.42 4 4 2.0100 2.0100 0.51 TICAL) ' EW90(ELLIP A No Ar(CaAa) 105'-90' 0.0000 -0.42 5 5 1.2800 1.2800 0.32 TICAL) EW63(ELLIP A No Ar(CaAa) 90'-85, 0.0000 -0.42 6 6 2.0100 2.0100 0.51 TICAL) EW63(ELLIP A No Ar(CaAa) 85'-0' 0.0000 -0.42 8 8 2.0100 2.0100 0.51 TICAL) Feedline A No Af(CaAa) 79'-0' 0.0000 0.4 1 1 3.0000 3.0000 8.40 Ladder(Af) EC5-50(7/8") A No Ar(CaAa) 79'-0' 0.0000 0.4 6 6 1.1020 1.1020 0.36 Safety Line A No Ar(CaAa) 160'-0' 0.0000 0.5 1 1 0.3750 0.3750 0.22 3/8 LDF4- A No Ar(CaAa) 111'-0' 0.0000 -0.42 2 2 2.0100 0.6300 0.15 50A(1/2") LDF4- A No Ar(CaAa) 126'-111' 0.0000 -0.42 1 1 2.0100 0.6300 0.15 50A(1/2") Feed Line/Linear Appurtenances - Entered As Area tnxTower Report-version 6.1.4.1 I June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 13 Description Face Allow Component Placement Total CAAA Weight. or Shield Type Number Leg ft ft/ft plf Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n f< ft, ftz fe ft, T1 160'-140' A 0.000 0.000 12.564 0.000 0.16 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 26.176 0.000 0.17 T2 140'-120' A 0.000 0.000 18.019 0.000 0.19 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 T3 120'-100' A 0.000 0.000 23.763 0.000 0.20 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 T4 100'-80' A 0.000 0.000 33.740 0.000 0.23 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 T5 80'-60' A 0.000 0.000 67.493 0.000 0.46 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 T6 60'-40' A 0.000 0.000 68.654 0.000 0.47 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 T7 40'-20' A 0.000 0.000 68.654 0.000 0.47 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 T8 20'-0' A 0.000 0.000 68.654 0.000 0.47 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 65.440 0.000 0.42 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in fe ft2 ff ftz K T1 160'-140' A 1.794 0.000 0.000 31.222 0.000 0.61 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 39.254 0.000 0.79 T2 140'-120' A 1.783 0.000 0.000 51.110 0.000 0.85 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 97.938 0.000 1.96 T3 120'-100' A 1.771 0.000 0.000 74.903 0.000 1.13 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 97.739 0.000 1.95 T4 100'-80' A 1.759 0.000 0.000 102.155 0.000 1.52 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 97.525 0.000 1.94 T5 80'-60' A 1.744 0.000 0.000 184.479 0.000 2.87 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 97.267 0.000 1.93 T6 60'-40' A 1.723 0.000 0.000 186.690 0.000 2.89 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 96.886 0.000 1.91 T7 40'-20' A 1.681 0.000 0.000 185.399 0.000 2.82 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 96.155 0.000 1.88 tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CCI BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 14 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n It Leg in It, ft 2 ft, fly K T8 20'-0' A 1.556 0.000 0.000 181.572 0.000 2.64 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 93.986 0.000 1.79 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T1 160'-140' -5.7338 3.4967 -5.1956 2.1780 T2 140'-120' -8.7179 5.6507 -7.2673 3.8334 T3 120'-100' -10.0719 6.3397 -8.3497 4.3295 T4 100'-80' -12.1727 7.4035 -10.2804 5.2436 T5 80'-60' -11.9620 4.1903 -10.5866 1.8755 T6 60'-40' -13.1103 4.4295 -11.6176 1.8843 T7 40'-20' -13.9592 4.7071 -12.5611 2.0553 T8 20'-0' -14.4452 4.8630 -13.4414 2.2620 Shielding Factor Ka Tower Feed Line Description Feed Line KB Ka Section Record No. Segment No Ice Ice Elev. T1 3 Feedline Ladder(Af) 140.00- 0.6000 0.6000 148.00 T1 5 LDF7-50A(1-5/8") 140.00- 0.6000 0.6000 148.00 T1 6 HB158-1-08U8-S8J18(1- 140.00- 0.6000 0.6000 5/8) 148.00 T1 10 Feedline Ladder(Af) 140.00- 0.6000 0.6000 158.00 T1 11 EW63(ELLIPTICAL) 140.00- 0.6000 0.6000 154.00 T1 31 Safety Line 3/8 140.00- 0.6000 0.6000 160.00 T2 3 Feedline Ladder(Af) 120.00- 0.6000 0.6000 140.00 T2 5 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T2 6 HB158-1-08U8-S8J18(1- 120.00- 0.6000 0.6000 5/8) 140.00 T2 10 Feedline Ladder(Af) 120.00- 0.6000 0.6000 140.00 T2 11 EW63(ELLIPTICAL) 135.00- 0.6000 0.6000 140.00 T2 12 EW63(ELLIPTICAL) 128.00- 0.6000 0.6000 135.00 T2 13 EW90(ELLIPTICAL) 120.00- 0.6000 0.6000 128.00 T2 31 Safety Line 3/8 120.00- 0.6000 0.6000 140.00 T2 34 LDF4-50A(1/2") 120.00- 1.0000 1.0000 126.00 T3 3 Feedline Ladder(Af) 100.00- 0.6000 0.6000 120.00 T3 5 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000 120.00 T3 6 HB158-1-08U8-S8J18(1- 100.00- 0.6000 0.6000 5/8) 120.00 tnxTower Report-version 6.1.4.1 I June 19, 2015 160 Ft Self Support Tower Structural Analysis CCI BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 15 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. T3 10 Feedline Ladder(Af) 100.00- 0.6000 0.6000 120.00 T3 13 EW90(ELLIPTICAL) 110.00- 0.6000 0.6000 120.00 T3 14 EW63(ELLIPTICAL) 105.00- 0.6000 0.6000 110.00 T3 15 EW90(ELLIPTICAL) 100.00- 0.6000 0.6000 105.00 T3 31 Safety Line 318 100.00- 0.6000 0.6000 120.00 T3 33 LDF4-50A(1/2") 100.00- 1.0000 1.0000 111.00 T3 34 LDF4-50A(1/2") 111.00- 1.0000 1.0000 120.00 T4 3 Feedline Ladder(Af) 80.00- 0.6000 0.6000 100.00 T4 5 LDF7-50A(1-5/8") 80.00- 0.6000 0.6000 100.00 T4 6 HB158-1-08U8-S8J18(1- 80.00- 0.6000 0.6000 5/8) 100.00 T4 10 Feedline Ladder(Af) 80.00- 0.6000 0.6000 100.00 T4 15 EW90(ELLIPTICAL) 90.00- 0.6000 0.6000 100.00 T4 16 EW63(ELLIPTICAL) 85.00- 0.6000 0.6000 90.00 T4 17 EW63(ELLIPTICAL) 80.00- 0.6000 0.6000 85.00 T4 31 Safety Line 3/8 80.00- 0.6000 0.6000 100.00 T4 33 LDF4-50A(1/2") 80.00- 1.0000 1.0000 100.00 T5 3 Feedline Ladder(Af) 60.00- 0.6000 0.6000 80.00 T5 5 LDF7-50A(1-5/8") 60.00- 0.6000 0.6000 80.00 T5 6 HB158-1-08U8-S8J18(1- 60.00- 0.6000 0.6000 5/8) 80.00 T5 10 Feedline Ladder(Af) 60.00- 0.6000 0.6000 80.00 T5 17 EW63(ELLIPTICAL) 60.00- 0.6000 0.6000 80.00 T5 21 Feedline Ladder(Af) 60.00- 0.6000 0.6000 79.00 T5 22 EC5-50(7/8") 60.00- 0.6000 0.6000 79.00 T5 31 Safety Line 3/8 60.00- 0.6000 0.6000 80.00 T5 33 LDF4-50A(1/2") 60.00- 1.0000 1.0000 80.00 T6 3 Feedline Ladder(Af). 40.00- 0.6000 0.6000 60.00 T6 5 LDF7-50A(1-5/8") 40.00- 0.6000 0.6000 60.00 T6 6 HB158-1-08U8-S8J18(1- 40.00- 0.6000 0.6000 5/8) 60.00 T6 10 Feedline Ladder(Af) 40.00- 0.6000 0.6000 60.00 T6 17 EW63(ELLIPTICAL) 40.00- 0.6000 0.6000 60.00 T6 21 Feedline Ladder(Af) 40.00- 0.6000 0.6000 60.00 T6 22 EC5-50(7/8") 40.00- 0.6000 0.6000 60.00 T6 31 Safety Line 3/8 40.00- 0.6000 0.6000 60.00 T6 33 LDF4-50A(1/2") 40.00- 1.0000 1.0000 60.00 T7 3 Feedline Ladder(Af) 20.00- 0.6000 0.6000 tnxTower Report-version 6.1.4.1 I June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 16 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. 40.00 T7 5 LDF7-50A(1-5/8") 20.00- 0.6000 0.6000 40.00 T7 6 HB158-1-08U8-S8J18(1- 20.00- 0.6000 0.6000 5/8) 40.00 T7 10 Feedline Ladder(Af) 20.00- 0.6000 0.6000 40.00 T7 17 EW63(ELLIPTICAL) 20.00- 0.6000 0.6000 40.00 T7 21 Feedline Ladder(Af) 20.00- 0.6000 0.6000 40.00 T7 22 EC5-50(7/8") 20.00- 0.6000 0.6000 40.00 T7 31 Safety Line 3/8 20.00- 0.6000 0.6000 40.00 T7 33 LDF4-50A(1/2") 20.00- 1.0000 1.0000 40.00 T8 3 Feedline Ladder(A0 0.00-20.00 0.6000 0.6000 T8 5 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T8 6 HB158-1-08U8-S8J18(1- 0.00-20.00 0.6000 0.6000 5/8) T8 10 Feedline Ladder(Af) 0.00-20.00 0.6000 0.6000 T8 17 EW63(ELLIPTICAL) 0.00-20.00 0.6000 0.6000 T8 21 Feedline Ladder(A0 0.00-20.00 0.6000 0.6000 T8 22 EC5-50(7/8") 0.00-20.00 0.6000 0.6000 T8 31 Safety Line 3/8 0.00-20.00 0.6000 6.6000 T8 33 LDF4-50A 1/2" 0.00-20.00 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ff fly K ft ° ft Lighting Rod 5/8"x 4' C From Leg 0.00 0.0000 160' No Ice 0.25 0.25 6.03 0' 1/2" 0.66 0.66 0.03 2' Ice 0.97 0.97 0.04 1"Ice Pipe Mount[PM 602-1] A From Leg 0.50 0.0000 154' No Ice 5.25 1.58 0.09 0' 1/2" 6.50 1.95 0.12 0' Ice 7.75 2.32 0.14 1"Ice Sector Mount[SM 410-3) C None 0.0000 148' No Ice 23.96 23.96 1.10 1/2 34.06 34.06 1.60 Ice 44.16 44.16 2.10 1"Ice 6'x 2"Mount Pipe A From Leg 4.00 0.0000 148' No Ice 1.43 1.43 0.02 0' 1/2" 1.92 1.92 0.03 0' Ice 2.29 2.29 0.05 1"Ice 6'x 2"Mount Pipe B From Leg 4.00 0.0000 148' No Ice 1.43 1.43 0.02 0' 1/2" 1.92 1.92 0.03 0' Ice 2.29 2.29 0.05 1"Ice tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 17 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft fe fe K ft ° ft 6'x 2"Mount Pipe C From Leg 4.00 0.0000 148' No Ice 1.43 1.43 0.02 0' 1/2" 1.92 1.92 0.03 0' Ice 2.29 2.29 0.05 1"Ice BXA-70063-4CF-EDIN-X A From Leg 4.00 0.0000 148' No Ice 5.40 3.69 0.03 w/Mount Pipe 0' 1/2" 5.84 4.29 0.07 0' Ice 6.30 4.91 0.12 1"Ice BXA-70063-4CF-EDIN-X B From Leg 4.00 0.0000 148' No Ice 5.40 3.69 0.03 w/Mount Pipe 0' 1/2" 5.84 4.29 0.07 0' Ice 6.30 4.91 0.12 1"Ice BXA-70063-4CF-EDIN-X C From Leg 4.00 0.0000 148' No Ice 5.40 3.69 0.03 w/Mount Pipe 0' 1/2" 5.84 4.29 0.07 0' Ice 6.30 4.91 0.12 1"Ice HT4C6318R000G w/ A From Leg 4.00 0.0000 148' No Ice 19.34 9.89 0.10 Mount Pipe 0' 1/2" 20.19 11.39 0.22 0' Ice 21.06 12.92 0.35 1"Ice HT4C6318R000G w/ B From Leg 4.00 0.0000 148' No Ice 19.34 9.89 0.10 Mount Pipe 0' 1/2" 20.19 11.39 0.22 0' Ice 21.06 12.92 0.35 1"Ice HT4C6318R000G w/ C From Leg 4.00 0.0000 148' No Ice 19.34 9.89 0.10 Mount Pipe 0' 1/2" 20.19 11.39 0.22 0' Ice 21.06 12.92 0.35 1"Ice (2)SBNHH-1D65B w/ A From Leg 4.00 0.0000 148' No Ice 8.62 7.08 0.08 Mount Pipe 0' 1/2" 9.27 8.28 0.15 0' Ice 9.90 9.19 0.22 1"Ice (2)SBNHH-1 D65B w/ B From Leg 4.00 0.0000 148' No Ice 8.62 7.08 0.08 Mount Pipe 0' 1/2" 9.27 8.28 0.15 0' Ice 9.90 9.19 0.22 1"Ice (2)SBNHH-1D65B w/ C From Leg 4.00 0.0000 148' No Ice 8.62 7.08 0.08 Mount Pipe 0' 1/2" 9.27 8.28 0.15 0' Ice 9.90 9.19 0.22 1"Ice B13 RRH4X30-4R A From Leg 4.00 0.0000 148' No Ice 2.52 1.89 0.06 0' 1/2" 2.74 2.09 0.08 0' Ice 2.97 2.30 0.10 1"Ice B13 RRH4X30-4R B From Leg 4.00 0.0000 148' No Ice 2.52 1.89 0.06 0' 1/2" 2.74 2.09 0.08 0' Ice 2.97 2.30 0.10 1"Ice B13 RRH4X30-4R C From Leg 4.00 0.0000 148' No Ice 2.52 1.89 0.06 0' 1/2" 2.74 2.09 .0.08 0' Ice 2.97 2.30 0.10 1"Ice B25 RRH4x30-4R A From Leg 4.00 0.0000 148' No Ice 2.50 1.50 0.05 0' 1/2" 2.72 1.69 0.07 0' Ice 2.95 1.89 0.09 1"Ice B25 RRH4x30-4R B From Leg 4.00 0.0000 148' No Ice 2.50 1.50 0.05 0' 1/2" 2.72 1.69 0.07 0' Ice 2.95 1.89 0.09 1"Ice B25 RRH4x30-4R C From Leg 4.00 0.0000 148' No Ice 2.50 1.50 0.05 0' 1/2" 2.72 1.69 0.07 0' Ice 2.95 1.89 0.09 1"Ice RRH2X60-AWS A From Leg 4.00 0.0000 148' No Ice 3.96 1.82 0.06 i tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 18 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft fe ft, K ft ° It 0' 1/2" 4.27 2.08 0.08 0' Ice 4.60 2.36 0.11 1"Ice RRH2X60-AWS B From Leg 4.00 0.0000 148' No Ice 3.96 1.82 0.06 0' 1/2" 4.27 2.08 0.08 0' Ice 4.60 2.36 0.11 1"Ice RRH2X60-AWS C From Leg 4.00 0.0000 148' No Ice 3.96 1.82 0.06 0' 1/2" 4.27 2.08 0.08 0' Ice 4.60 2.36 0.11 1"Ice DB-B1-6C-12AB-OZ A From Leg 4.00 0.0000 148' No Ice 3.92 2.56 0.02 0' 1/2" 4.20 2.79 0.05 0' Ice 4.48 3.04 0.08 1"Ice DB-B1-6C-12AB-OZ C From Leg 4.00 0.0000 148' No Ice 3.92 2.56 0.02 0' 1/2" 4.20 2.79 0.05 0' Ice 4.48 3.04 0.08 1"Ice Pipe Mount[PM 601-1] B From Leg 0.50 0.0000 135' No Ice 3.00 0.90 0.07 0' 1/2" 3.74 1.12 0.08 0' Ice 4.48 1.34 0.09 1"Ice Pipe Mount[PM 601-1] A From Leg 0.50 0.0000 128' No Ice 3.00 0.90 0.07 0' 1/2" 3.74 1.12 0.08 0' Ice 4.48 1.34 0.09 1"Ice RRR Side Arm Mount ISO 306- A From Leg 2.00 0.0000 126' No Ice 0.98 2.18 0.04 1] 0' 1/2" 1.70 3.80 0.06 0' Ice 2.42 5.42 0.08 1"Ice DB809K-Y A From Leg 4.00 0.0000 126' No Ice 2.85 2.85 0.03 0' 1/2" 4.03 4.03 0.05 6' Ice 5.21 5.21 0.08 1"Ice Side Arm Mount[SO 203- C From Leg 1.50 0.0000 111' No Ice 2.96 3.36 0.13 1] 0' 1/2" 4.10 4.68 0.15 0' Ice 5.24 6.00 0.18 1"Ice DB809K-Y C From Leg 3.00 0.0000 111' No Ice 2.85 2.85 0.03 0' 1/2" 4.03 4.03 0.05 6' Ice 5.21 5.21 0.08 1"Ice Pipe Mount[PM 602-11 C From Leg 0.50 0.0000 110' No Ice 5.25 1.58 0.09 0' 1/2" 6.50 1.95 0.12 0' Ice 7.75 2.32 0.14 1"Ice Pipe Mount[PM 601-1] C From Leg 0.50 0.0000 105' No Ice 3.00 0.90 0.07 0' 1/2" 3.74 1.12 0.08 0' Ice 4.48 1.34 0.09 1"Ice Pipe Mount[PM 602-1] A From Leg 0.50 0.0000 90' No Ice 5.25 1.58 0.09 0' 1/2" 6.50 1.95 0.12 0' Ice 7.75 2.32 0.14 1"Ice Side Arm Mount[SO 203- A From Leg 1.50 0.0000 85' No Ice 2.96 3.36 0.13 11 0' 1/2" 4.10 4.68 0.15 0' Ice 5.24 6.00 0.18 tnxTower Report-version 6.1.4.1 I June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 19 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft, ft, K ft ft 1"Ice Side Arm Mount[SO 103- C None 0.0000 79' No Ice 9.50 9.50 0.22 3] 1/2" 11.80 11.80 0.32 Ice 14.10 14.10 0.41 1"Ice 4"Tube Tieback(10'Wide) A From Leg 2.00 0.0000 79' No Ice 4.67 0.16 0.17 0' 1/2" 5.47 0.21 0.21 0' Ice 6.29 0.28 0.25 1"Ice 4"Tube Tieback(10'Wide) B From Leg 2.00 0.0000 79' No Ice ., 4.67 0.16 0.17 0' 1/2" 5.47 0.21 0.21 0' Ice 6.29 0.28 0.25 1"Ice 4"Tube Tieback(10'Wide) C From Leg 2.00 0.0000 79' No Ice 4.67 0.16 0.17 0' 1/2" 5.47 0.21 0.21 0' Ice 6.29 0.28 0.25 1 Ice 6'x 2"Mount Pipe A From Leg 2.00 0.0000 79' No Ice 1.43 1.43 0.02 0' 1/2" 1.92 1.92 .0.03 0' Ice 2.29 2.29 0.05 1"Ice 6'x 2"Mount Pipe B From Leg 2.00 0.0000 79' No Ice 1.43 1.43 0.02 0' 1/2" 1.92 1.92 0.03 0' Ice 2.29 2.29 0.05 1"Ice 6'x 2"Mount Pipe C- From Leg 2.00 0.0000 79' No Ice 1.43 1.43 0.02 0' 1/2" 1.92 1.92 0.03 0' Ice 2.29 2.29 0.05 1"Ice HB-X-WM-17-65-OOT A From Leg 2.00 0.0000 79' No Ice 1.95 1.95 0.03 0' 1/2" 2.26 2.26 0.05 0' Ice 2.59 2.59 0.08 1"Ice HB-X-WM-17-65-OOT B From Leg 2.00 0.0000 79' No Ice 1.95 1.95 0.03 0' 1/2" 2.26 2.26 0.05 0' Ice 2.59 2.59 0.08 1"Ice HB-X-WM-17-65-OOT C From Leg 2.00 0.0000 79' No Ice 1.95 1.95 0.03 0' 1/2" 2.26 2.26 0.05 0' Ice 2.59 2.59 0.08 1"Ice KUNAPS206000 A From Leg 2.00 0.0000 79' No Ice 0.85 0.43 0.02 0' 1/2" 0.98 0.53 0.02 0' Ice 1.11 0.65 0.03 1"Ice KUNAPS206000 B From Leg 2.00 0.0000 79' No Ice 0.85 0.43 0.02 0' 1/2" 0.98 0.53 0.02 0' Ice 1.11 0.65 0.03 1"Ice KUNAPS206000 C From Leg 2.00 0.0000 79' No Ice 0.85 0.43 0.02 0' 1/2" 0.98 0.53 0.02 0' Ice 1.11 0.65 0.03 1"Ice tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 20 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Hon. Adjustment Beam Diameter Area Leg Lateral Width Vert It o ft It ftz K PAR8-59 A Paraboloid From 1.00 57.0000 154' 8.00 No Ice 50.26 0.25 w/Radome Leg 0' 1/2"Ice 51.29' 0.51 0' 1"Ice 52.32 0.78 PARE-59 B Paraboloid From 1.00 66.0000 135' 6.00 No Ice 28.27 0.14 w/Radome Leg 0' 1/2"Ice 29.05 0.29 0' 1"Ice 29.83 0.44. PARE-59 A Paraboloid From 1.00 -63.0000 128' 6.00 No Ice 28.27 0.14 w/Radome Leg 0' 1/2"Ice 29.05 0.29 0' 1"Ice 29.83 0.44 HP6-59 C Paraboloid From 1.00 -10.0000 110, 6.00 No Ice 28.27 0.14 w/Shroud(HP) Leg 0' 1/2"Ice 20.05 0.29 0' 1"Ice 29.83 0.44 PI4-107 C Paraboloid From 1.00 -25.0000 105' 4.00 No Ice 12.60 0.10 w/Radome Leg 0' 1/2"Ice 13.09 0.17 0' 1"Ice 13.58 0.24 PAR;-107 A Paraboloid From 1.00 50.0000 90, 8.00 No Ice 50.30. 0.25 w/Radome Leg 0' 1/2"Ice 51.29 0.51 0' 1"Ice 52.28 0.78 P2-57W A Paraboloid w/o From 3.00 -90.0000 85' 2.00 No Ice 3.14 0.03 Radome Leg 0' 1/2"Ice 3.41 0.04 0' 1"Ice 3.67 0.06 P2-57W A Paraboloid w/o From 3.00 70.0000 85' 2.00 No Ice 3.14 0.03 Radome Leg 0' 1/2"Ice 3.41 0.04 0' V Ice 3.67 0.06 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice i 23 0.9 Dead+1.6 Wind 300 deg-No Ice i j tnxTower Report-version 6.1.4.1 i June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 21 Comb. Description No. 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft T1 160-140 Leg Max Tension 15 8.02 -1.10 -0.06 Max.Compression 18 -12.12 -0.23 0.05 Max.Mx 14 0.35 1.54 -0.06 Max.My 25 -1.29 -0.03 -1.75 Max.Vy 6 2.00 -1.11 0.00 Max.Vx 24 -1.96 -0.04 0.83 Diagonal Max Tension 16 5.80 0.00 0.00 Max.Compression 16 -5.86 0.00 0.00 Max.Mx 36 0.22 0.05 0.01 Max.My 34 -0.63 0.05 -0.01 Max.Vy 36 0.04 0.05 0.01 Max.Vx 34 0.00 0.00 0.00 Top Girt Max Tension 11 0.08 0.00 0.00 Max.Compression 10 -0.08 0.00 0.00 Max.Mx 26 -0.05 -0.11 0.00 Max.My 26 -0.06 0.00 0.00 Max.Vy 26 0.06 0.00 0.00 Max.Vx 26 0.00 0.00 0.00 T2 140-120 Leg Max Tension 15 37.73 -0.23 -0.04 Max.Compression 18 -44.99 0.35 -0.01 Max.Mx 2 -30.39 0.64 -0.12 Max.My 5 -1.41 0.01 0.88 Max:Vy 2 -0.55 0.64 -0.12 Max.Vx 8 -0.83 -0.02 0.59 Diagonal Max Tension 16 6.75 0.00 0.00 Max.Compression 16 -6.73 0.00 0.00 Max.Mx 37 0.38 0.07 -0.01 Max.My 36 -0.48 0.07 -0.01 Max.Vy 37 0.05 0.07 -0.01 Max.Vx 36 0.00 0.00 0.00 T3 120-100 Leg Max Tension 15 71.51 -0.59 -0.38 Max.Compression 18 -82.62 0.63 -0.01 Max.Mx 6 69.67 -0.78 0.07 Max.My 12 -5.67 0.04 0.97 tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 22 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft Max.Vy 6 0.50 -0.78 0.07 Max.Vx 12 -0.68 0.04 -0.83 Diagonal Max Tension 4 8.80 0.00 0.00 Max.Compression 16 -8.84 0.00 0.00 Max.Mx 37 0.57 0.11 0.01 Max.My 34 -1.03 0.10 -0.01 Max.Vy 37 0.07 0.11 0.01 Max.Vx 34 0.00 0.00 0.00 T4 100-80 Leg Max Tension 7 105.19 -0.67 0.06 Max.Compression 18 -120.43 1.25 -0.26 Max.Mx 18 -120.43 1.25 -0.26 Max.My 20 -4.35 -0.03 -1.31 Max.Vy 19 0.93 0.65 -0.05 Max.Vx 20 -1.69 -0.08 -0.87 Diagonal Max Tension 16 12.16 0.00 0.00 Max.Compression 16 -12.29 0.00 0.00 Max.Mx 37 0.68 0.19 -0.02 Max.My 34 0.04 0.18 -0.02 Max.Vy 37 0.10 0.19 -0.02 Max.Vx 35 0.01 0.00 0.00 T5 80-60 Leg Max Tension 7 146.08 -1.31 -0.04 Max.Compression 18 -167.40 1.34 -0.04 Max.Mx 18 -167.40 1.34 -0.04 Max.My 24 -8.92 -0.06 1.35 Max.Vy 6 -0.56 -1.17 0.24 Max.Vx 24 0.56 0.07 0.85 Diagonal Max Tension 16 13.83 0.00 0.00 Max.Compression 16 -13.88 0.00 0.00 Max.Mx 37 0.92 0.25 -0.03 Max.My 34 -1.55 0.23 -0.03 Max.Vy 37 0.13 0.25 -0.03 Max.Vx 34 0.01 0.00 0.00 T6 60-40 Leg Max Tension 7 187.63 -1.28 0.01 Max.Compression 18 -214.98 1.82 -0.05 Max.Mx 18 -214.98 1.82 -0.05 Max.My 24 -11.87 -0.06 1.47 Max.Vy 29 0.27 -1.46 0.02 Max.Vx 24 0.28 -0.06 1.47 Diagonal Max Tension 16 14.87 0.00 0.00 Max.Compression 16 -14.99 0.00 0.00 Max.Mx 37 1.31 0.29 -0.04 Max.My 34 -1.40 0.27 -0.04 Max.Vy 37 0.14 0.29 -0.04 Max.Vx 34 0.01 0.00 0.00 T7 40-20 Leg Max Tension 7 229.04 -1.23 0.02 Max.Compression 18 -263.01 2.14 -0.02 Max.Mx 37 0.52 -3.91 0.02 Max.My 24 -14.34 -0.11 2.04 Max.Vy 29 0.64 -3.88 0.01 Max.Vx 24 0.37 -0.11 2.04 Diagonal Max Tension 16 16.06 0.00 0.00 Max.Compression 16 -16.23 0.00 0.00 Max.Mx 37 0.04 0.40 0.04 Max.My 34 1.32 0.34 -0.05 Max.Vy 37 0.17 0.35 -0.05 Max.Vx 34 0.01 0.00 0.00 T8 20-0 Leg Max Tension 7 270.45 -2.53 0.03 Max.Compression 18 -311.92 0.00 0.00 Max.Mx 35 -72.88 6.34 0.04 Max.My 16 -11.11 -0.19 4.43 Max.Vy 29 -1.03 -3.88 0.01 Max.Vx 24 0.74 -0.17 4.34 Diagonal Max Tension 16 17.88 0.00 0.00 Max.Compression 16 -18.19 0.00 0.00 Max.Mx 37 -1.44 0.49 0.05 Max.My 35 3.95 0.32 -0.05 Max.Vy 37 0.18 0.49 0.05 Max.Vx 35 0.01 0.00 0.00 tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 23 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Leg C Max.Vert 18 325.02 36.16 -22.15 Max.Hx 18 325.02 36.16 -22.15 Max.H. 5 -243.76 -26.55 20.14 Min.Vert 7 -281.45 -32.13 19.71 Min.Hx 7 -281.45 -32.13 19.71 Min.H, 18 325.02 36.16 -22.15 Leg B Max.Vert 10 305.13 -35.55 -19.82 Max.H. 23 273.00 31.83 17.92 Max.Hz 23 -273.00 31.83 17.92 Min.Vert 23 -273.00 31.83 17.92 Min.Hx 10 305.13 -35.55 -19.82 Min.Hz 10 305.13 -35.55 -19.82 Leg A Max.Vert 2 312.28 -1.52 41.29 Max.Hx 19 -144.69 6.32 -19.66 Max.H, 2 312.28 -1.52 41.29 Min.Vert 15 -278.60 1.60 -37.20 Min.Hx 8 21.52 -6.16 2.06 Min.Hz 15 -278.60 1.60 -37.20 Tower Mast Reaction Summary Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,Mx Moment,M, K K K kip-ft kip-ft kip-ft Dead Only 36.75 -0.00 0.00 6.29 37.18 0.00 1.2 Dead+1.6 Wind 0 deg- 44.10 1.11 -68.96 -5755.61 -74.84 -54.27 No Ice 0.9 Dead+1.6 Wind 0 deg- 33.07 1.11 -68.96 -5757.49 -86.00 -54.27 No Ice 1.2 Dead+1.6 Wind 30 deg- 44.10 34.31 -57.99 -4875.92 -2862.92 -50.89 No Ice 0.9 Dead+1.6 Wind 30 deg- 33.07 34.31 -57.99 -4877.81 -2874.07 -50.89 No Ice 1.2 Dead+1.6 Wind 60 deg- 44.10 57.58 -33.35 -2851.17 4873.62 -39.30 No Ice 0.9 Dead+1.6 Wind 60 deg- 33.07 57.58 -33.35 -2853.06 -4884.78 -39.30 No Ice 1.2 Dead+1.6 Wind 90 deg- 44.10 66.49 -1.22 -131.92 -5531.67 -13.38 No Ice 0.9 Dead+1.6 Wind 90 deg- 33.07 66.49 -1.22 -133.80 -5542.82 -13.38 No Ice 1.2 Dead+1.6 Wind 120 deg 44.10 59.25 33.48 2779.35 -4881.70 21.03 -No Ice 0.9 Dead+1.6 Wind 120 deg 33.07 59.25 33.48 2777.47 -4892.85 21.03 No Ice 1.2 Dead+1.6 Wind 150 deg 44.10 31.87 57.02 4783.12 -2576.94 45.82 -No Ice 0.9 Dead+1.6 Wind 150 deg 33.07 31.87 57.02 4781.24 -2588.09 45.82 -No Ice 1.2 Dead+1.6 Wind 180 deg 44.10 -1.18 65.68 5603.60 174.23 60.51 -No Ice 0.9 Dead+1.6 Wind 180 deg 33.07 -1.18 65.68 5601.71 163.08 60.51 -No Ice 1.2 Dead+1.6 Wind 210 deg 44.10 -34.09 58.54 4962.51 2927.18 59.84 -No Ice 0.9 Dead+1.6 Wind 210 deg 33.07 -34.09 58.54 4960.62 2916.03 59.84 -No Ice 1.2 Dead+1.6 Wind 240 deg 44.10 -61.10 35.55 3013.55 5190.63 41.60 -No Ice 0.9 Dead+1.6 Wind 240 deg 33.07 -61.10 35.55 3011.66 5179.47 41.60 tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 24 Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment,M. Moment,M. K K K kip-ft kip-ft kip-ft -No Ice 1.2 Dead+1.6 Wind 270 deg 44.10 -67.08 0.80 90.33 5695.59 17.57 -No Ice 0.9 Dead+1.6 Wind 270 deg 33.07 -67.08 0.80 88.44 5684.43 17.57 -No Ice 1.2 Dead+1.6 Wind 300 deg 44.10 -56.39 -31.44 -2638.29 4830.07 -13.59 -No Ice 0.9 Dead+1.6 Wind 300 deg 33.07 -56.39 -31.44 -2640.18 4818.91 -13.59 -No Ice 1.2 Dead+1.6 Wind 330 deg 44.10 -32.71 -56.26 -4678.35 2779.27 -38.82 -No Ice 0.9 Dead+1.6 Wind 330 deg 33.07 -32.71 -56.26 -4680.24 2768.12 -38.82 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 115.07 -0.00 0.00 43.55 195.40 0.00 1.2 Dead+1.0 Wind 0 115.07 0.09 -8.05 -615.00 185.97 -5.64 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 115.07 4.01 -6.82 -521.60 -137.78 -5.54 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 115.07 6.87 -3.98 -286.77 -373.76 -4.23 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 115.07 7.84 -0.10 32.66 -452.07 -1.45 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 115.07 6.94 3.95 364.11 -369.69 2.23 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 115.07 3.82 6.75 600.15 -115.74 4.86 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 115.07 -0.09 7.87 694.42 205.65 6.22 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 115.07 -3.99 6.86 613.92 526.49 6.20 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 115.07 -7.08 4.11 382.34 777.03 4.42 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 115.07 -7.88 0.07 50.18 848.18 1.76 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 115.07 -6.78 -3.83 -270.12 754.11 -1.79 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 115.07 -3.88 -6.69 -506.46 514.78 -4.37 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 36.75 0.17 -10.78 -894.20 18.51 -8.48 Dead+Wind 30 deg-Service 36.75 5.36 -9.06 -756.75 -417.12 -7.95 , Dead+Wind 60 deg-Service 36.75 9.00 -5.21 -440.39 -731.30 -6.14 Dead+Wind 90 deg-Service 36.75 10.39 -0.19 -15.50 -834.12 -2.09 Dead+Wind 120 deg- 36.75 9.26 5.23 439.38 -732.56 3.29 Service Dead+Wind 150 deg- 36.75 4.98 8.91 752.47 -372.44 7.16 Service Dead+Wind 180 deg- 36.75 -0.18 10.26 880.67 57.43 9.45 Service Dead+Wind 210 deg- 36.75 -5.33 9.15 780.50 487.58 9.35 Service Dead+Wind 240 deg- 36.75 -9.55 5.56 475.98 841.24 6.50 Service Dead+Wind 270 deg- 36.75 -10.48 0.13 19.22 920.14 2.75 Service Dead+Wind 300 deg- 36.75 -8.81 -4.91 -407.12 784.91 -2.12 Service Dead+Wind 330 deg- 36.75 -5.11 -8.79 -725.88 464.47 -6.07 Service I � Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -36.75 0.00 0.00 36.75 0.00 0.000% 2 1.11 -44.10 -68.96 -1.11 44.10 68.96 0.000% tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 25 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 3 1.11 -33.07 -68.96 -1.11 33.07 68.96 0.000% 4 34.31 -44.10 -57.99 -34.31 44.10 57.99 0.000% 5 34.31 -33.07 -57.99 -34.31 33.07 57.99 0.000% 6 57.58 -44.10 -33.35 -57.58 44.10 33.35 0.000% 7 57.58 -33.07 -33.35 -57.58 33.07 33.35 0.000% 8 66.49 -44.10 -1.22 -66.49 44.10 1.22 0.000% 9 66.49 -33.07 -1.22 -66.49 33.07 1.22 0.000% 10 59.25 -44.10 33.48 -59.25 44.10 -33.48 0.000% 11 59.25 -33.07 33.48 -59.25 33.07 -33.48 0.000% 12 31.87 -44.10 57.02 -31.87 44.10 -57.02 0.000% 13 31.87 -33.07 57.02 -31.87 33.07 -57.02 0.000% 14 -1.18 -44.10 65.68 1.18 44.10 -65.68 0.000% 15 -1.18 -33.07 65.68 1.18 33.07 -65.68 0.000% 16 -34.09 -44.10 58.54 34.09 44.10 -58.54 0.000% 17 -34.09 -33.07 58.54 34.09 33.07 -58.54 0.000% 18 -61.10 -44.10 35.55 61.10 44.10 -35.55 0.000% 19 -61.10 -33.07 35.55 61.10 33.07 -35.55 0.000% 20 -67.08 -44.10 0.80 67.08 44.10 -0.80 0.000% 21 -67.08 -33.07 0.80 67.08 33.07 -0.80 0.000% 22 -56.39 -44.10 -31.44 56.39 44.10 31.44 0.000% 23 -56.39 -33.07 -31.44 56.39 33.07 31.44 0.000% 24 -32.71 -44.10 -56.26 32.71 44.10 56.26 0.000% 25 -32.71 -33.07 -56.26 32.71 33.07 56.26 0.000% 26 0.00 -115.07 0.00 0.00 115.07 -0.00 0.000% 27 0.09 -115.07 -8.05 -0.09 115.07 8.05 0.000% 28 4.01 -115.07 -6.82 -4.01 115.07 6.82 0.000% 29 6.87 -115.07 -3.98 -6.87 115.07 3.98 0.000% 30 7.84 -115.07 -0.10 -7.84 115.07 0.10 0.000% 31 6.94 -115.07 3.95 -6.94 115.07 -3.95 0.000% 32 3.82 115.07 6.75 -3.82 115.07 -6.75 0.000% 33 -0.09 -115.07 7.87 0.09 115.07 -7.87 0.000% 34 -3.99 -115.07 6.86 3.99 115.07 -6.86 0.000% 35 -7.08 -115.07 4.11 7.08 115.07 -4.11 0.000% 36 -7.88 115.07 0.07 7.88 115.07 -0.07 0.000% 37 -6.78 -115.07 -3.83 6.78 115.07 3.83 0.000% 38 -3.88 -115.07 -6.69 3.88 115.07 6.69 0.000% 39 0.17 -36.75 -10.78 -0.17 36.75 10.78 0.000% 40 5.36 -36.75 -9.06 -5.36 36.75 9.06 0.000% 41 9.00 -36.75 -5.21 -9.00 36.75 5.21 0.000% 42 10.39 -36.75 -0.19 -10.39 36.75 0.19 0.000% 43 9.26 -36.75 5.23 -9.26 36.75 -5.23 0.000% 44 4.98 -36.75 8.91 -4.98 36.75 -8.91 0.000% 45 -0.18 -36.75 10.26 0.18 36.75 -10.26 0.000% 46 -5.33 -36.75 9.15 5.33 36.75 -9.15 0.000% 47 -9.55 -36.75 5.56 9.55 36.75 -5.56 0.000% 48 -10.48 -36.75 0.13 10.48 36.75 -0.13 0.000% 49 -8.81 -36.75 -4.91 8.81 36.75 4.91 0.000% 50 -5.11 -36.75 -8.79 5.11 36.75 8.79 0.000% Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° T1 160-140 1.882 47 0.0898 0.0184 T2 140-120 1.498 47 0.0885 0.0146 T3 120-100 1.122 47 0.0817 0.0119 T4 100-80 0.788 47 0.0684 0.0094 T5 80-60 0.519 47 0.0538 0.0072 T6 60-40 0.304 47 0.0418 0.0051 i T7 40-20 0.142 47 0.0278 0.0031 T8 20-0 0.043 47 0.0120 0.0015 i tnxTower Report-version 6.1.4.1 i June 19, 2015 160 Ft Self Support Tower Structural Analysis CCI BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 26 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 160' Lighting Rod 5/8"x 4' 47 1.882 0.0898 0.0184 Inf 154' PAR8-59 47 1.767 0.0897 0.0172 Inf 148' Sector Mount[SM 410-3] 47 1.652 0.0895 0.0160 Inf 135' PARE-59 47 1.402 0.0875 0.0139 402257 128' PAR6-59 47 1.270 0.0853 0.0129 174353 126' Side Arm Mount[SO 306-1] 47 1.232 0.0845 0.0126 149709 ill, Side Arm Mount[SO 203-1] 47 0.965 0.0763 0.0107 83678 110, HP6-59 47 0.948 0.0756 0.0106 81823 105' PI4-107 47 0.866 0.0721 0.0100 73658 90, PAR8-107 47 0.646 0.0608 0.0083 77616 85' P2-57W 47 0.581 0.0572 0.0078 84314 79' Side Arm Mount[SO 103-3] 47 0.507 0.0532 0.0071 91838 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° T1 160-140 11.640 18 0.5527 0.1175 T2 140-120 9.274 18 0.5449 0.0937 T3 120-100 6.955 18 0.5024 0.0758 T4 100-80 4.898 18 0.4210 0.0602 T5 80-60 3.230 18 0.3323 0.0464 T6 60-40 1.899 18 0.2587 0.0325 T7 40-20 0.891 18 0.1721 0.0200 T8 20-0 0.271 18 0.0744 0.0098 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in oft 160' Lighting Rod 5/8"x 4' 18 11.640 0.5527 0.1175 917085 154' PAR8-59 18 10.930 0.5522 0.1100 764244 148' Sector Mount[SM 410-31 18 10.220 0.5506 0.1027 382121 135' PAR6-59 18 8.683 0.5383 0.0888 68823 128' PAR6-59 18 7.865 0.5247 0.0825 28231 126' Side Arm Mount[SO 306-1] 18 7.634 0.5198 0.0808 24160 ill, Side Arm Mount[SO 203-1] 18 5.985 0.4692 0.0686 13641 110, 1-1136-59 18 5.881 0.4651 0.0678 13358 105' 131-4-107 18 5.377 0.4436 0.0639 12100 90, PAR8-107 18 4.017 0.3752 0.0532 12739 85' P2-57W 18 3.613 0.3531 0.0498 13786 79' Side Arm Mount[SO 103-3] 18 3.156 0.3284 0.0457 14957 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K T1 160 Leg A325N 0.8750 4 2.00 40.59 0.049 1 Bolt Tension tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 27 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K Diagonal A325N 0.6250 1 5.80 7.83 0.741 ✓ 1 Member Bearing Top Girt A325N 0.6250 1 0.08 7.83 0.011 ✓ 1 Member Bearing T2 140 Leg A325N 0.8750 5 7.55 40.59 0.186 ✓ 1 Bolt Tension Diagonal A325N 0.6250 1 6.75 7.83 0.862 ✓ 1 Member Bearing T3 120 Leg A325N 1.0000 5 14.30 53.01 0.270 ✓ 1 Bolt Tension Diagonal A325X 0.6250 1 8.80 10.44 0.843 ✓ 1 Member Bearing T4 100 Leg. A325N 1.0000 6 17.54 53.01 0.331 ✓ 1 Bolt Tension Diagonal A325X 0.7500 1 12.16 18.92 0.642 ✓ 1 Member Bearing T5 80 Leg A325N 1.1250 6 24.35 67.10 0.363 ✓ 1 Bolt Tension Diagonal A325X 0.7500 1 13.83 18.92 0.731 1 Member Bearing T6 60 Leg A325N 1.1250 6 31.27 67.10 0.466 ✓ 1 Bolt Tension Diagonal A325X 0.7500 1 14.87 18.92 0.786 ✓ 1 Member Bearing T7 40 Leg A325N 1.2500 6 38.17 82.83 0.461 ✓ 1 Bolt Tension Diagonal A325X 0.8750 1 16.06 22.18 0.724 ✓ 1 Member Bearing T8 20 Diagonal A325N 0.8750 1 17.88 22.18 0.806 ✓ 1 Member Bearing Compression Checks Leg Design Data (Compression) Section Elevation Size L L K11r A Pu rQP Ratio No. P. ft It It in2 K K gyp" T1 160-140 P4x.237 20'3/8" 6'8- 53.1 3.1741 -12.12 116.25 0.104 5/32" K=1.00 ✓ T2 140-120 P5x.258 20'3/8" 6'8- 42.7 4.2999 -44.99 169.38 0.266' 5/32" K=1.00 ✓ T3 120-100 P5x.258 201/8" 6'8- 42.7 4.2999 -82.62 169.38 0.488' 5/32" K=1.00 ✓ T4 100-80 P6x.28 20'3/8" 101/8" 53.5 5.5813 -120.43 203.71 0.5911 K=1.00 ✓ T5 80-60 P8x.322 20'3/8" 101/8" 40.9 8.3993 -167.40 334.44 0.501 ' K=1.00 ✓ T6 60-40 P8x.322 20'3/8" 10118" 40.9 8.3993 -214.98 334.44 0.643' K=1.00 ✓ T7 40-20 P8x.322 20'3/8" 10'1/8" 40.9 8.3993 -263.01 334.44 0.786' K=1.00 ✓ T8 20-0 P10x.365 20'3/8" 101/8" 32.7 11.908 -311.92 495.55 0.629' K=1.00 3 ✓ P ul�Pn controls tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CCI BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 28 Diagonal Design Data (Compression) Section Elevation Size L L Kl/r A Pu �P Ratio No. P ft It It in2 K K W. T1 160-140 L2 1/2x2x3/16 11'4- 66-1/4" 155.0 0.8090 -5.86 7.60 0.770 5/16" K=1.00 Ve T2 140-120 L2 1/2x2 1/2x3/16 1210- 62-3/4" 151.1 0.9020 -6.73 8.93 0.754' 11/16" K=1.00 T3 120-100 L3x2 1/2x1/4 14'5- 7'3/8" 159.9 1.3100 -8.84 11.58 0.764' 7/8" K=1.00 V T4 100-80 L 3 x 3 x 3/8 177- 8'7- 176.5 2.1100 -12.29 15.30 0.803' 13/16" 9/16" K=1.00 V T5 80-60 L3 1/2x3 1/2x3/8 19'2- 9'3- 162.6 2.4800 -13.88 21.20 0.655' 9/32" 23/32" K=1.00 T6 60-40 L3 1/2x3 1/2x3/8 20'9- 1011- 176.5 2.4800 -14.99 17.99 0.833' 3/8" 3/16" K=1.00 V T7 40-20 L4x4x3/8 224- 10'l0- 166.0 2.8600 -16.23 23.44 0.693' 13/16" 13/16" K=1.00 T8 20-0 L4x4x3/8 24'19/3 117- 177.2 2.8600 -18.19 20.58 0.884' 2" 11/16" K=1.00 ✓ P ul�P controls Top Girt Design Data (Compression) Section Elevation Size L L Kl/r A P. Ratio No. P It It ft inZ K K m p� T1 160-140 L2 1/2x2x3/16 7'8- 7'19/32' 198.2 0.8090 -0.08 4.65 0.016 r 1/32" K=1.00 P u /�Pn controls Tension Checks Leg Design Data Tension Section Elevation Size L L KI/r A P �P Ratio No. P It It ft in K K gyp" T1 160-140 P4x.237 20'3/8" 6'8- 53.1 3.1741 8.02 142.83 0.056 5/32" T2 140-120 P5x.258 20'3/8" 6'8- 42.7 4.2999 37.73 193.49 0.195' 5/32" T3 120-100 P5x.258 20'3/8" 6'8- 42.7 4.2999 71.51 193.49 0.370' 5/32" V T4 100-80 P6x.28 20'3/8" 10'l/8" 53.5 5.5813 105.24 251.16 0.419' T5 80 60 P8x.322 20'3/8" 10'l/8" 40.9 8.3993 146.08 377.97 0.386' T6 60-40 P8x.322 20'3/8" 10'1/8" 40.9 8.3993 187.63 377.97 0.496' I T7 40-20 P8x.322 20'3/8" 10'1/8" 40.9 8.3993 229.04 377.97 0.606' tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517,Revision 0 Page 29 Section Elevation Size L L KI/r A P. Ratio No. P It It ft in2 K K ape T8 20-0 P10x.365 20'3/8" 101/8" 32.7 11.908 270.45 535.87 0.505' 3 P /�Pn controls Diagonal Design Data Tension Section Elevation Size L L KUr A P. Ratio No. P ft ft It in2 K K p� T1 160-140 L21/2x2x3/16 11'4- 66-1/4" 112.8 0.5013 5.80 21.81 0.266' 5/16" ✓ T2 140-120 L2 1/2x2 1/2x3/16 12'10- 62-3/4" 98.0 0.5710 6.75 24.84 0.272' 11/16" T3 120-100 L3x2 1/2x1/4 14'5- 7'3/8" 114.2 0.8419 8.80 36.62 0.240' 7/8" T4 100-80 L 3 x 3 x 3/8 177- 87- 115.2 1.3364 12.16 58.13 0.209' 13/16" 9/16" T5 80-60 L3 1/2x3 1/2x3/8 19'2- 9'3- 105.9 1.6139 13.83 70.20 0.197' 9/32" 23/32" V T6 60-40 L3 1/2x3 1/2x3/8 20'9- 1011- 114.8 1.6139 14.87 70.20 0.212' 3/8" 3/16" T7 40-20 L4x4x3/8 22'4- 1010- 107.8 1.8637 16.06 81.07 0.198' 13/16" 13/16" T8 20-0 L4x4x3/8 24'19/3 117- 115.0 1.8637 17.88 81.07 0.221 ' 2" 11/16" P /r P controls Top Girt Design Data Tension Section Elevation Size L L KI/r A P �Pn Ratio No. P ft ft It in2 K K Wn T1 160-140 L2 1/2x2x3/16 7'8- 7'19/32' 145.9 0.5013 0.08 21.81 0.004 1/32" ✓ P /r P controls Section Capacity Table Section Elevation Component Size Critical P open.„. % Pass No. It Type Element K K Capacity Fail T1 160-140 Leg P4x.237 1 -12.12 116.25 10.4 Pass T2 140-120 Leg P5x.258 25 -44.99 169.38 26.6 Pass T3 120-100 Leg P5x.258 46 -82.62 169.3.8 48.8 Pass T4 100-80 Leg P6x.28 67 -120.43 203.71 59.1 Pass T5 80-60 Leg P8x.322 82 -167.40 334.44 50.1 Pass T6 60-40 Leg P8x.322 97 -214.98 334.44 64.3 Pass T7 40-20 Leg P8x.322 112 -263.01 334.44 78.6 Pass tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 30 Section Elevation Component Size Critical P op.//.. % Pass No. ft Type Element K K Capacity Fail T8 20-0 Leg P10x.365 127 -311.92 495.55 62.9 Pass T1 160-140 Diagonal L2 1/2x2x3/16 12 -5.86 7.60 77.0 Pass T2 140-120 Diagonal L2 1/2x2 1/2x3/16 33 -6.73 8.93 75.4 Pass 86.2(b) T3 120-100 Diagonal L3x2 1/2xl/4 54 -8.84 11.58 76.4 Pass 84.3(b) T4 100-80 Diagonal L 3 x 3 x 3/8 75 -12.29 15.30 80.3 Pass T5 80-60 Diagonal L3 1/2x3 1/2x3/8 90 -13.88 21.20 65.5 Pass 73.1 (b) T6 60-40 Diagonal L3 1/2x3 1/2x3/8 105 -14.99 17.99 83.3 Pass T7 40-20 Diagonal L4x4x3/8 120 -16.23 23.44 69.3 Pass 72.4(b) T8 20-0 Diagonal L4x4x3/8 135 -18.19 20.58 88.4 Pass T1 160-140 Top Girt L2 1/2x2x3/16 5 -0.08 4.65 1.6 Pass Summary Leg(T7) 78.6 Pass Diagonal 88.4 Pass (T8) Top Girt 1.6 Pass (T1) Bolt 86.2 Pass Checks RATING= 88.4 Pass tnxTower Report-version 6.1.4.1 June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 31 j APPENDIX B BASE LEVEL DRAWING i tnxTower Report-version 6.1.4.1 (INSTAUED) 1 (6)7/8'TO 79 fT LEVEL (ABANDONED) (1)1/2'TO 104 iT LEVEL (INSTALLED) . (j Liz'm 126 rtu�a �LEG A ` (OOTTALLED) (2)EW83 TO 85 R LEVEL (1)EW63 TO 90 ET LEVEL (1)EW90 TO 103 R LEVEL (1)EW63 TO 110 iT LEVEL (1)EWOO TO 128 ET LEVEL (1)EW83 TO 135 R LEVEL - (1)EW63 TO ix R LEVEL (PROPOSED) LEG (1)1-3/8'TO 148 R LEVEL (INSTALLM-TO BE REMOVED)' (6)1-5/8'TO 148 ET LEVEL (WBTALLED) . (13)1-8/8'TO I48 FT LEVEL (2I25/IG'TO 25 FT LEVEL (1)3 1/8-TO 80 FT LEVEL LEG B BUSNESS U10T:807198 TOM ID C-BkSELEVEL i June 19, 2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 32 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1.4.1 Self Support Tower Pier&Pad Foundation Checks capacity of separate pier 8 pad foundations ! 6 for a calf-pporling swat per TIA-222-G l.J C O /�/n I BUM 807198 ASTL1E,1 Site Name:CCD Barnstable 959491 App Number:297517 Rev.0 Design Checks Modification Checks Factored Design Reactions CaP..v Domend7 CnPechyl Demand/ Shaer,S: 71.00 ki s Availability Umits Check Availability Umis Check Com raselon6e,Ca: 325.00 W s Base alkfiq kl 504.50 71.00 OK 14.1% Sleeve mbar-a(in'), 2.00 0.00 Not Used Upliftfljj.Ua: 201.00 kip. U id W 410.05 281.00 OK 68.5% Sleeve mommd cot k-8: 990.81 372.75 Not Run Tower Weight Wt 44.00 s Bear/7 s: 9.00 3.25 OK 36.1% Sleeve reber N/A 18>e>2 Not Used Tower Hal hi,H: 160 it Pad sham-I-a 368.02 157.48 OK 43.0% Sleeve if.spacing N/A 8>e>4.5 Not Used Base Face Width.W: 22.3 8 Pad shear-2-e 803.85 391.75 OK 48.7% mw-ems thkJmeas/n: 0 0 Not Used Pier--s stress s: 1587.89 325.00 1 OK 1 20.5% Pad tabs,mee-shortin': 0.00 1 0.00 Not Used Pad Properties Pier mbar was(in'): 15.80 5.09 OK Pedrebar area-long(In'): 0 0.00 Not Used De th,D: 12.0 8 Pier moment k-8: 980.81 372.75 OK 38.0% Padrebar spacing.Short(in): -158.00 18>a>2 Not Used Pad Width,W: 13.5 8 Vertical tabor s-In (in): 3.71 18>s>2 OK Padrsbar s adn 4 (in): -156.00 18>a>2 Not Used Pad Thickness.T: 2.0 it Verticel mbar de,in let in: 123.00 13.76 OK End capwkhh,B: 0.0 0.0 Not Used Era.Above Grade,E: 0.5 it Vertical robot des in ad(in): 21.00 13.7e OK Rebar area,In': 0.00 0.00 Not Used Neglected Depth,N: 5.0 it Vertical robot hook length(in): 03.00 18.00 OK Robot spacing,67): 5.5 18>s>2 Not Used Pad Rabat SIMIE 6 - Ts dng 01 er te: 14.00 16>s>4.5 ON Tie spacing,in: 7.3 156>5>4.5 Not Used Pad Rabat Quantity,m ie 15 Pedrebar woo kr': - 7.04 8.30 oK Dowel was,In': 2.17 0.00 Not Used Padrobars 67: 9.60 18>s>2 OK Dowel embedment,h: 6.0 6.0 Not Used Pier Pro ernes Pad robot development,(in):1 78.00 22.94 OK Shear Strength of Cone(kips): 9.78 10.74 Not used Pier Type] ClrcNar Pier Diameter.di: 3.0 Ift Dowel edge dsz,(Jr;): 12.00 0.76 Not Used Pier Reber Size.Sc: 8 Dowel dng,an): 23.00 12.00 Not Used Pier Rabat Ouantil.mc: 20 7 Dowel ed a disc.vent,k1: 6.00 9.76 Not Used Pier Tie Sim,St,j 3 IMIAC43 Dowel development length(in): -3.00 12.82 Not Used ne Quantity,mt,J it I 10 - Material Properties Robot Tensile,Fir, 60000 pal- Concrete Strength,Fc;j 3000 1prJ Modifications Concrete Density,6.:1 150 jpct Pier Sleeve,dot: 0 In End Cap Width,Woe: 0.0 it Clear Co.,,-1 3 lin Revised Pier Diameter,dx: 3.00 8 Revised Width.Wx: 13.5 it PS Reber Size,Sa: 4 EC Rabe,Size,Sec: 4 se w.ws n nma, Rabat Quantity,ms: 10 0 Rabat Quantity,moc: 0 0 Soil Pro elves Tie Size,Sal: 5 m1n43 EC Tie Size.soct: 4 per side Sail Unit Welght y: 115 pd ne Quantity,met: 0 0 Tie Quantity,matt: 21 0 Ultimate Bearing,So: 12.000 kd gad Thick,,To: 0 In EC Dowel Size,Socd: 5 er aide Cohesion,Cc: 0.000 ksf Revised Pad Thickness,Tx: 2.00 8 Dowel Quantity,mocd: 7 0 Faction Angle,gp: 33 degrees Rebar Size,So: 3 Rows of Dowels,nd: 1 Passive Pressure.Pp; 0.000 d Rabat Quentit on),me: 0 0 Dowel Da th,doc6: 8:00 in Base Friction,µ: 0.3 Reber Quantity(short).mox: 0 0 9e stance,aoc: 12.00 lin Seismic Zane,Sr 1 - Dowel Size,Sed: 3 Bess Sliding,p:j 0.3 Dowel Quantity.mad: 0 0 SS Pier and Pad-Rev G Version 1.0 Effective Date:Pending Approval i Anchor Rod Check for Self Supporting Towers CA OWN TIA-222-G,Section 4.9.9 Rev.6.1 61 CASTL E Site Data Reactions BUM 807198 Eta Factor, n 0.55 Detail Type Site Name: CCD Barnstable 959491 Uplift, Pu: 281 kips A p#: 297517 Rev.0 Shear,Vu: 38 kips Anchor Rod Data ar in Qty: 6 Mu=0.65*lar*Vu ft-kips Diam: 1.25 in Rod Material: Other Strength Fu : 105 ksi Anchor Rod Results: Yield F 81 lksi Max Rod (Cu+Vu(j): 58.3 Kips Design Axial,O*Fu*Anet: 81.4 Kips *Rod Circle: in Anchor Rod Stress Ratio: 71.7% *e: in *#of Rods 1 or 2 If Applicable; Mu= Pu x e:1 Anchor Rod Results with Bending Considered: *Only enter rod circle, offset(e)and number When the clear distance from the top of concrete to the bottom of anchor rods at the extreme fiber to of level nut excceeds 1.0 times the diameter of the anchor rod, consider if eccentric load due to leg the following interaction equation shall also be satisfied(see reinforcement exist. Figure 4-4 of Rev. G): (Vu/�Rnv)Z+[(Pu/�Rnt)+(Mu/�Rnm))2<= 1 oho! Q! *j �R,,=�*0.45*Fub*Ab= kips Ak( A BB �R„t=�*Fu*P4,et= kips �Rnm=�*Fy*Z= ft-kips concre,c , � wrcecel SECTION A-A SECTION 8-3 Detail Type (a) Detail Type(b) =d•90 YZ=O-7a D ®° C ode� C D �G Shnrk Grout 1 / Groul Cor:pin , Ca�crta�� i SECTION C-C SECTION' D-0 Detail Type (c) Detail Type(d) Maximum Acceptable Ratio: 105 % ' -O.SS (See Note 1 belmv) r�=o.so Governing Stress Ratio:1 71.7% IPass Figure 4-4 of TIA-222-G 807198 SST Anchor Rod Check I Topographic Factors for use in tnxTower (v.3.1,effeci ve 10.14.13) per SEAW RSM-03 Figure 3-3 BU#: 807198 Site Name: CCD BARNSTABLE 959491 App#: Considered x Wind Direction Crest Point Mid-Elevation Point H Base Point H/2 —L/2 L --10% L is twice the width at the midheight of the slope slope Topographic Feature Exposure Category QQ Exposure B Q Continuous Ridge Q Exposure C Q Rat Topped Ridge Q Exposure D Notes: 11 Q Hill t-eaEure is assumed to be isolated per section 1.8 of the Crown Castle standard for the Determination of Q Rat Topped Hill Topographic Factors(ENG-PRC-10040). 2) Base Kzt may differ slightly from TNX value due to differences in where the base line is established. Q Continuous Escarpment This does not effect the results in anyway. Topographic Input Crest Point Elevation(ft.AMSL) 170 Base Point Elevation(ft.AMSL) 75 Mid-Height Elevation (ft.AMSL) 122.5 Crest to Mid-Height Distance(U2)(ft.) 230 Tower Point Elevation(ft.AMSL)i 170 Structure Distance from Crest Line(x)(ft.) 140 tnxTower Input Kn (RSM-03) Topographic Category 5 Crest Height, H (ft.) 95 At Base: Slope Distance, L(ft.) 460 1.652 Distance from Crest,x(ft.) 140 June 19,2015 160 Ft Self Support Tower Structural Analysis CC/BU No 807198 Project Number 1075965,Application 297517, Revision 0 Page 33 APPENDIX D REQUIRED MODIFICATION DRAWINGS tnxTower Report-version 6.1.4.1 / . I i C R O\A/N TOWER INFORMATION v v TOWER MANUFACTURER/DWG f:ANDREW/DWG t L1-90884C CASTLE S T L E TOWER LOCATION: LA FT SELF SUPPORT TOWER \V H J TOWER LOCATION: LAT 41'41'1.38• cc DATUM:(NAD 1983) LONG -70'21'34.09' MSL TOWER MODIFICATION DRAWINGS °� 1B0��65 STRUCTURAL DESIGN DRAWING: CCI/WDt 1075965 STRUCTURAL ANALYSIS REPORT:CCI I WO t 1065712 SITE NAME:CCD BARNSTABLE 959491 PROJECT CONTACTS: STRUAPPU AL ANALYSIS DATE 06104/1 REVt o BU NUMBER:807198 1.CROWN PROJECT MANAGER CCISITES DOCUID.MENT ID: 5740458 DAN VADNEY (518)373-3510 CODE COMPLIANCE SITE ADDRESS: DAN.VADNEY(d CROWNCASTLE.COM THIS MODIFICATION DESIGN IS BASED ON THE REQUIREMENTS OF THE 1731 SERVICE ROAD 3 CORPORATE PARK DRIVE,SUITE 101 2009 IBC AS AMENDED BY THE 2010 MASSACHUSETTS STATE BUILDING BARNSTABLE,MA 02668 CLIFTON PARK,NY 12065 CODE,EIGHTH EDITION,AND THE T1A-222-G BASED UPON AN ULTIMATE 3SECOND GUST WIND SPEED OF 120 MPH WITH NO ICE,40 MPH WITH 0.75 BARNSTABLE COUNTY,USA 2.CROWN CONSTRUCTION MANAGER INCH ICE THICKNESS AND 60 MPH UNDER SERVICE LOADS.EXPOSURE ROSS JACKSON CATEGORY B,WTTH A MAXIMUM TOPOGRAPHIC FACTOR,K n,1.65 8 -- (781)488$237 1TOPOGRAPHIC CATEGORY 6 WITH A CREST HEIGHT OF 95 FEET. It '41111111�- r ✓ W \ ROSS.JACKSON.CONTRACTOR@CROWNCASTLE.COM ' { ®Am 12 GILL STREET SUITE 5800 - T t / b n 1e i WOBURN,MA 01801 FOR ANY REASON YOU ATTENTION ALL CONTRACTORS, ARE TO CALL THE CROWN NOC UPON ARRIVAL '•� � rs � 3.CROWN DESIGN ENGINEER(EOR) AND DEPARTURE,DAILY AT80078&7011 AARON C.POOT,P.E. (724)4164W7 EORAPPROVAL@CROWNCASTLE.COM CROWN 2000 CORPORATE DRIVE CASTLE CANONSBURG,PA 15317 ,.. Sy �•� �4��1 �� � y� i.4 a�rrmtemie A or DRAWINGS INCLUDED AAR �� -°O^- TAKE FIT 3 S.OVER BRIDGE TO FIT 6 S TO EXIT B5 MARSTON CIVIL MILL TOP OF RAMP GO STRAIGHT ACROSS TO SERVICE SHEET NUMBER DESCRIPTION pip,4gyy7 I o--ranar:SI. wre cam. ROAD.FOLLOW ABOUT 1 MILES TO 1 ST TOWER ON RIGHT. 'NOTE'NEECC PLOWS SITE S-1 TITLE PAGE ,wNoer:.�fore: i22n _ S-2 MODIFICATION INSPECTION CHECKLIST S-3 NOTES a :-& S< TOWER MODIFICATION SCHEDULE GM/+r TITLE PAGE I T I MODIFICATION INSPECTION NOTES GENERAL CORRECTION OF FAILING MI'S M rrmFrwTmx uaocenoxoaaANayuvmcrnwwrm�rn RoaRrwronowoA�rn w M�no.rwTm oarwumxvann FARMnFYramvF.raecmuuwsucwmuawro oprslmmnw asvenYNe ArmoMRRCFwr4roexsuaMnsrAUArmxwAe mraian®p PmoRgxF.reARFn:dArmN wnworo:ov iwowAra: AccormNrw rml M coNrRAcr oaa111flrt8.rumr ME wOnGTmx u1AMOlaB.Ae OF90raD m ME uraraeRw RBOFinaORI mOe0i FIa1N6aB1EBT0 C0110.YWMM6VELIRGila6fDIIfN®pMOapfNt O0111fVGf - - OOOranFD Alm COORP Wl!A BawiErOM Y. mQlaICMWmrAW MYaro Wr6lYr wBFAW1mMmMMlIpxAY)W]I4owr9i0xLYAlmax0tARFAk1YwM . OI�wM OawFBMxiWALM OC WY wJRx WINraFONro RE.AMALYEME N9ECna6wOTF8Ip6' gErOpirtBl rr00mC.T110N08mN rteF]Y,NOROOCBMYb®ECT011 TNa OwafO�wMROwiGTmx0e51Gx. Y006CAnONnelr011OFAaxl asOm MABd0.T COnlimx REOI1lFD(mP1eiEDmedO Or4FJt98Aw M aRIICIMK YpOnulmN wB+ON EfiLCINBFEBNmOfIEOMTREBeiB WnIM FORAT ALL IO S - - - MI VERIFICATION INSPECTIONS . ALL laa 6rwl BEOpmaae0m AGmdl ewaxeeww veloaRlAm1 woaaamw®M¢TEemn evr raraAwmYmrovFFlwroIFiPIAIFONOIxtFYiGmwt 4FF ORowlermea.ran doYa ReBurvFsraRexrro wmunANnur�uraws4enoxrowmMAca.aer,uo X roenvm oRAwNo Awao.mrwmos. mWrcrFxsswvgmmV3raa48t1EBYa®FLFmrmonrar6�RamrwTlw l+�cFe. X mRAvvRwA� roexawe MrMReawmlexrew MnARe n;r.naNranwTMaFTm+xmrmunoacoq F.0 xsarmwraNlxmFcnoxe auuee reTnro M4AFa acmrwmaAroa®uREvprewM wm MYU6rECF0R BEOw OOr0aR4f.TTwOAIOCOOROOrrOm Ae BOOx ABA nBmNBEORaFRIFoiia OprtRAOi ooawEnfe AAmpA�NICEYAfNamwlEim40YArvm. NA FAaaGrmxF®Fsrox Remrm naooEertonrr Er vrxrrwuos wmremep AcnpaourroMOTran AARIY. 6mTFAR 860RWlmxaxOf YIOMN,mnACFY01AQipW FOpFw GdrtACT d^O4• YflRlGllal BlBFeCnW WYBe maa0fEOmAx 0aE1gllpENfAEVIAFSVFW1APiEltAYOgFlGrlpx NA FA90GT0ROA16e0Ma006ECllal paEOfamd%eIED.A9 WRIa0m MGIE w/NM�➢1®'�xgrf ORTM89 ABXm®NI' RFFeRTO aaYw F)DSOwIDN.V00mf nW 06ifT11R180w.FOR FanMEn0EFH8Hm RE➢pff WRMORKiXKFPpECf. NA WlOiW 1FBf REPNTMIO NA F,aawraR,mEuasErnw MI INSPECTOR REQUIRED PHOTOS et�vea M a Arm ME n lr®enoR M Fouowxo vrgroCPAAIa,AT A YlmuRd Ala ro�T.van rmel�a+rw wrmraeeFa wAre MrRarecroR aleoN+FnromxrAnMacia BooxweReear+rmnvoFwMnro.ArA ANouawcup MrREFORf: NA wRFwswalom leYnac .�mYcnax maRAtmrecarmnmx X vAemFeeam rmweYArMEx M� oovrsaEnro wFmucroNere psccmm.warmo ^mTooRAwar MRFuaROF�xrFYmFrwnoRraeraniavoxnainmwamax AmlmxN TEaINOAW 86ECnM3 wumAnwo®F.slmra norodw Auaa�u oerAdd FormArmN xourwTwe MY86FEOfpiia Foxm�awa AU OC IxBAEC11p1AFOR8I RFJGRR.IeYeN84M vmvaFyvuimN oocNaxreFnR Aowexce ro MEooxnucr000arFuramaneorawrmneornmra Arm Bair warAwrmx mlminnxoMEnRevwnroomwa RRAi pmAummcnmN sROAee eoATom RevAw X GENERAL CONTRACTORNA nFwm m acalemaeorocoxrAsrM nws,:c*oR Ae sooxAe r¢unomAvo wRMwnmunonwwvnrFo uonRurroxs rAu orrFao�MaimumewueEmr�pAamrTe FarmAnoN BaFEaaNa oarAUAraN as nlaoaY moecrra ATArmnar: NA eorracl8ww.ewexmxAYoeum>Eare ReNewMReammlurtawnanoaaamr nauxorAmrateusrwRFowam Andras prAee Rese+To oaRu umdowrom. wpacwmrarlxsoecroRrooeawvABaaaa4rowNaxx oxmreYomRnoNs. ' NA wsrwmAum ANwoRRmverarwTrox BcuAaw FourmAnd r�mernpa eETrm rmmarAAmuiiRsvFCTroRArmreem1oRmuoaFaRre NA BAse Mreaaaurvelarwnox MOC 61WL rtmomrANDNemaM remAla oavernwREBIAIepACmmNIDEwIN TE NA ReauRoaxrewMnoEaaarArmamv«F�oeow�om. CROWN NA FARnlrmru uFrnrmmwn RECOMMENDATIONS V CASTLE ox BRE mDauvAleamvFlRYwnax MFOLLOwIa RFOOl0almttax9 AAn aloaealroreARe wr�roaeu.�MFrr�n-rtum X epecmcraedar aenelerowlna3'an: NA aurwRaromoR RevoRr na4lme4renTWTMoe wvnaeAlmmrrlwdelwrese uYexorcevReFsrAarraroM oFxl�mx m ..w. n p®emaR AB ro wax M a18 w u eE RFMr FaR M n ro BE mrmucrto. X aeAeaaT oaaRaua MocuanmarFemreoolaWreaomrnaaawrMortFm moacr. Revwpe .w�v wax Fodae�nlew[FeranroxAve Mac Armrumceronoxmle arnrwaauavFw °""M`A"'A AaolrmNu lEBTIW NOM®Fin01@ A WON'WRelF1®oramORRE-TEl19pNtmOfBiAn09 61FR YAIa:�IBAaarABl E BErETL18 TOOa'fALL ALL IOYER YOPnG11016mmrommucraM Fg11OATlON Oa1FC110R9 rOMW W MFOUIGTDN NIDn w8i40nONB7r0 WFYFNOE Wn1UD:61fEM81f. BU xW881:latY wax vosaei4.rtaAReseaaoro WVEMaa Awrlxst'croRanmeoumYMYroWYe ���� .wr oFFaaxoae ooYemeo or4xoMurlw Y,IIFJalDIffiMOC Wrrimo�ro - malawAre Mrwarua.rro FYRsaAu ooNeFRucrmxport®r,ReArnaruwsu alrt Amen: weNMYuaFsaoxaonerte i>+smvlaROAo X noaveeroR REOlOa0rlleWrmOlwYOm(Bl OF eAaarAma Waem CANCELLATION OR DELAYS IN SCHEDULED MI 'NA vosrpmAumANwoaRmwi.art rF.mwo pagON C. MPIF---6 :awrruPOOT XGNLLe anw No.48MI E t 4TnC--E lTION INSPECTION CHECKLIST S-2 D I � GENERAL NOTES STRUCTURAL STEEL NOTES f AuvnwiwasurtEo aNTxFs uuNonxnar eEmYwei®er ne mNmrcroafriss xmrnon�nF mxnacroa f. ocaaN fauwmx.wrrnora nrourmxwoYRxrf�weeowu crosrnNrorfe Fauwauwraa Nortoonsxwg n+Nn. 111m1�f1tPE�Dd TIE PEI6ORYVLE OF rNM S4aVA TO TNT OER'alteI1F17®L eYAL®fANCERTNIA89m4EM1,TIE A MIS HINL VRK 6rNdWOFON NrtFN1M g1f901IfNOHIWCitEE8 N0IN1FI4N0 EONiPMOaaATT¢enW TWT xeo0E91YAE 61fi1GBf1RPEWFNCE MDA7an,TINT xemxNOxIIDOFIHPOITI@MOIOtroS & M1wW UafAUAIAYAIiEIUIIOM.Nm YI➢r1FlUMa OP ANIEMlAYWOaillq B1g1101VRF8Ax0AN1FNIN8 vEaFom®.TWrfa m vanvFm.ucEx�o.Aro tWt fE m woPEwr acasrR®romTwsndwwTlE arArEAxogarnfirr w wFwrtmro aEfeacr4®. c.,+sc:Ywuri cf efmwleimrcirox 1IEaEaEaAt MOfEBAxa IYRGuOETAUB AaEAwLGBIE TO AU PARiB OF11E81WCIUPEAN08NELL BE IEMwCOx1lPLlaiNwix !. ALL BIf4CNYL B1Efl mT0 eE r4lvAlomrFOaY TOIIm FOLLOM11GI31YNewaEaeow.rrenalmn.fr0. 1 nEBTNUOIWKOMWNGBANDPadSr8PE61GitlIa a ALLBd18bVILB IOTAPGiVAN�ARYAm A918EtaffYEB.ro Pmi�E BDIT.IEAW IEItYrt.weFlAT WuIEry fao HM1lffOmcWx90E TNI mNrarcleamaeavam�waoerwmmAFvawuaFaw Au.ynammslawouwmrnox wRTwewwlcTuomYu f.o.4mTTYE�os.,aETa eE finlnEO FimY nEaE.w wvea.fae eEwm�oTrwcpemcnol a,mnwro•a.nTmxiomafiwa a. 1onFrnE AwuuafEnia�cnowu terArewwrv,oacm7ENGdFawlnYsvmmiroTlEaEwoamaF rLralmlcipN, un a 1lE wnaAerw+Ywa�lEsvwom<eFaa Aemep Br AU OOIvllwmuoamlDlEYBrtB OFnEFBeo1g. 4 wuiu wfEedArniFwoa E0810a mwmuwi erEEi lmxaeasmlw nwNTlfoa efo�wax slaveluiuoaAwnvvmeurnE AwawnaTlE RimiEFAOf aFmlm. 0. EAFLT GUYmGAMD S1rd4flmP9iA1NlGBIE NBOa AIm CdafNCiNd8FfE1V a[GtMTlda. a ALL fACBF➢F]rtE1NOP 61WIOIUMLBIE6yNQUPdOEOLTS1Lwf V081Ea8.Pda.fl8J8MYLElIIi-Dm GLVN®MWIN 6 lfm Odlia/CrOa BxNl RRDVEImY ALL El0811x0001artidi9.fOSSmIE iMBti8E11lfm.AMO01�i9pIm eETL18 RmQ84UEV11f AafY Nm A10Af6 WRN0.FABIEGTEO MDIEOAffiFl01EilOSx01-pR OLLVAN®.RbNpE NHIIBNLNNIM01/m gALNE1L9 nm v�maa aFroarANrfiaAu oscafvfwaE4roTNE aiwd uenE Ewoxm+aFlEcoaoEmowowoAFicanafam xIEIE eIleimulAivsim AlE nor ElEisEL. , vworLoioLEOArnr.ANr Fero AUFEin ofxNrga®+Y,_eEAVFaovro Awocaaiaiim arllE Eaa vmBaro FELL OmiEaExlArai a aNEAE®FGRm.rIE aFNNr18flVFFH erE¢mwwElrlanroeE®cwE cwimoTwra lxrEam mAOE.ASEro�vAwlei,Aro acc®rAmE ro ixE Rf aPE£A of fEmao. i. ALL Wreaua um lawouNSlavewu BEr1aJ01IJifmraf TvomYv++mRmYrlmoATearcaYnnmwNemucnaN ' 1. waAuirarnofw AFAtOVED OwLouvAimxomiEowoa aET�arocnLrw Ex08WfOfta norcnRima 4emATwosauErvF. a us4 of4r nE u1EerlesEsofAxr AcwGaecwEe.PrAxoNw,waEIl4Anasimrtox®wna Fouwae nLlEeAw ®C06ifI1r10ra.Vtl. !. APrd FliNL110PKnW,Mi 000aFD 8111uCnMAIBrEB Aen¢16aiATOf TE9800FEOfnORxw61LP9 VEILS fE1DMUIDxQF$wO • fJIN'T dIEm0a8lYMF%K,CESSBIFJ.BhV1886FANE0w1000LONV•�gfsNl®Br Bl4axw FCWrAYtEwMfAOwf FU Yowwwm�awiaEwAemmvaE YRN ANstiAmtAaMfim AacmwmwasAs arsE�drlEARar�aacmE Rioau-row.•rovEavmrecrnecGnxcseweiw.FwiooaawErrtAnwmr®lranmsawmmrorrEnomaafaa Ia.mmsluaAi EfEI1EM8 seYN ONnE�wuwoios wE OE9d®wicmaava�wdurwaeaumnfmEdarumvee.nu WELDING NOTES mNsnNcrxd.o Evrw�ENOTm oTIEaA144 YfYirmarlrix TxosEwsaarAxaYass. f.WWTEmN8 MO E0YPYFM MM9®BWLBE NEWNDm OW000V11Y.REERmYFWLTBNa pEfELIB,/JOdCdfOPi1N1� f. ALLNIIYNOBWL9E fJAf4E00m1DmEn OOODOFEMTOa WIpfiNINB A90ERNEpdffmlW 4fi OFAYb d.f. TN Txe mnv4Nea AxrAOAuwearnundmlwarae dar Afvaorm ramwiw�wwmoa4rTlEowlEnArmeirxlEENa aFLofmwuoaro FAwEGroNArooarrauroN.THE WNmAmon ewulllaaSN GTaFAeroa.E.FmwAvronEimmAim 1 AU NCrE1NWalloirnw simiciuias raaul�oaiEdaemimufaaYiif Tia aiLYli ENwufox+.M1DIGArorElmlO SNEnvwr dYU1Y0i TIE WTFnWBAMp EOWIGNIOFL00B4nMm. um AYad.f aATE$1011w8.M961wtwnflE AOEaniED MElO1N00®R W Rr0 Fd N>3PINICE d11ffJY110N W/YIYEICW fi ALL WMIEACIIraHiBIWmWMEAB6E184Y PCrtRNnmN9 YNLL 8E FpLOV®E4L1LY wOBYLL6I�EAMYOOINCiVO NOIEB mEMndl0.PIEAP840Po8T.UOxO TIEAO®fAxFE oeIFIUAm AVm d.f.TE QY BxALL VAmf VEMME000N MEIFIFLOP VOFNLnnOn ExmgL xEaEut rEenmroarmfcr iiE a¢mnoaPecTfdi.nm eETmREnvEimmPa snoxmne afaeolamEmaraoc. ' fa nm coxm eralawu�wG.aoxameFoa dfiwnw.wortwom.umwam4vaxo.uiessry mewmaowro moroxsw 4 ramxewio�GTEnAYwrtEN v.�mw ae�wrr.nurfu wmuovFSWrorr4lraoiwnawar.vmm mwunEowraamwrF OONIEL11wI VAN 11E nORA nEC611aAm0amN80 aE9POIBm1E fOa FMmm1OTIMTNLMItlIRICRW R10fFDtPEB YEEfnE 1Mrx AMOd.1 PICLY011q RN)lOW1PN9 MO 000YYEMAl10N piPOrtlla rlEMIBUIfEO<i AFJECIxIM6N1NF1a16 fOR ViORWlO11 1EOImIBffMBOF 051fATIE OfYEA,NO ALL OIIEA Ii4xlOT&Elgfµ efATEAIEIFEOEaFI BrlEla'fE(alATld6 ffE OiOVaV kdO81D1mw,90 P®ECIION SIAMGVIDfOafIL18GTwi AlmialLYEILwS OI BTmIL'l1AAt 81F8•A1O QiPW EN080V/Wan. tiomxwrmN wmEcnw eow.Aucri lYaLwoPaiecnoxoowimrtATaNAxoRoroaauumPueurimrorlEnvi�Eciai iF,fcaea ro nE PaLIggEO YOfd 811E WroE nEelmnm.nE ooNlalCiON®Ual C00aaOMTEurIEpEO cmmwcnoxvnMn. I1LN8LBAIE tlN.1N•inlErrE119,uNO.ALL namualfAL WEia4 roafuvElLdo.us=.E1mafiELlaaOEa.uxO. uCWbxO VAax8dW4E uo WTFAW/L1E/0.Ni1MTEfE80EIar1FAffif]AQNi. F fa rtsxgaeE rlm aEsvoxsmamanmmxrartroamGFemwmfii oumwa eiwcnaEs oa aiam�rnnrEaulai®einu a mmFAcmroeE wvnmsiwacEfaEERmYewemio.wsr. mraraucrwN.mxmAcrdiaruL aEaareaeFw TEmOlLwar aefLGTwoFun'fawa+anartaAaissEa�.m'mmlwEie IlwsnPm.aaEAseaANr oilea Fa�cx wrewnwrwaL CROWN 14 mm<uaAimlcNaFaanamYvferemlmnoxarar.nmcoxrwnwwm�cmw.wrTw,rnEuuw,uvrm .wEwsflEfowlFaEEmiucnvA+nw. rCASTLE emfA'rfmu cmwor¢xrar Ah Eiunxo rowFN WenE POTEM1UarovusE TlEVAmvi Oa oolwt EOOfiIi'ffOF1Ie elmraf.F� Auras, wEvarrore nareErumrTOElmnE elmN•.11nAi wlELmn,wcinvn.art iarfaalmmEnmmaxo Aaasamii aFmralmN:nox s11Ee5Es xinr darAUAnOx YAfNNNr avosc®rvooaremoxwn'�.�cofouoagfwo. n.ooxm ewEoaArLaa. Nw t0.nE DMww08 Ai08FEmGnBra ME nEPROPWIIRCPOYM G4RETIEY.WYNm eE PEvaoofEm wArx Fear WlNGr1 TIE urt>aalm n F]PPFSSF➢YPoREN lANGEMIPBO6�w16OlONw GHRE BR MAIQ:OCDBAIaOTA8I8 L9af fc.FOa nlswwrmsnrm YwPuwTwx,nm lOYEM NAe aEFwAsaarEoro B6 wGOLGLOrartmNVRWUfAM mEma.a,IE mi luvmn:cno OONIaILidiOmOOVERBaM'BmIGTgx Of AN RO8rW0 BraUONW10EFEL1.00xrILl liE fNfb®fOI�mC01AYPr®IArnY wONwmFR fw6m lI ffi YiOOiE'TIW\rtnOt B4LLL9E WialEfEDw WY xOD WMPIDMSIOaAW10RMTE VOD®HL FOa MEiVPEK YOOGGTNIN 811E AOOIER VCWt TO BEDarAlaEO. of HaFEERGL d�I11C111iB11 W OAY T.MCrI®rO FA 8 IaLALL PM18 Tr0mOF 61WaNm BE 4wm®,WOPnD OR Kn3✓�rnlom TrE F.4xE6 OF armm*AaE r•�' �• Ewaam:a GTe wxrna GUY WARE TENSIONING(FOR GUYED TOWERS ONLY) AARON C. POOTcm mar.f� DATE o4nani f. orarnnsE PFA80gQ rlwrw.vE BEN LfuLFlEOTwIouwTlm Fao¢wEAsaunaandalwwENowsfws aiwarwnox mroAm:fL LATe�ritNa '— aEafLEamww Foaa&mincdnlumamfaaawrmeTExswm4r.awiFF,sow llmYaawmmlwanmrwfeuTWT orb unVoel•��wrE6iia IEO�AEADAm1IEarTOa GVIVLE 1EN8mNA8A WJn LFAY0061GTON�LCN • 1 vMp rEPfnuiccuv waEa.alfmroueonNExomofwm.+Eivtomrtorourra¢s.FmwoemuEsrowuoFr.Amd'aro eweNTa t Na GUY MIFF tF1mgN YUBr @ PdFOaimLIMACWNDUIL4 WTNNOMI E10AGfdl491NOND9 f W Tm a +n'a rrA oinrou•.rwmmoxoaaarFr mv'i vmio G/fyf� NOTES F. rI¢aFrEnnKmNlwlcraa muuTENYONTIE our YaErov.TlYx Aa,WpE marnErAaoEr lErard+ro r•lnacnErwmEr DETAIL DRAWINGS SMALL GOVERN � rmw•Aa.Foa cur wam,f•wowYEfeE nE ORErirowllaacroi sfouniv+soxrom OVER ANY VARIANCE FROM THIS SHEET �v S-3 0 TOWER MODIFICATION SCHEDULE IN.gIT F1EVA11oN ��� lONp1aNN7D1gATNIN�l1AN inm MT= —T.-L33mIL]IY Ai�LiwaaN.w pMpWH �....... BRIpI w.ttANg E �g II wuwronraarwTmxum usrwuTaN.mNmAnoN pwLr+mvErmvautENOTNgwooww�sorv�a+ENgmKmau]r�mEAma>oro NE EAN Aumu+a iU6098 p6r.Arm auu Nm E�wn MWAGTNNL IE:W pNrONK nrEl E Nw +}sn+A]m tmrtrt r}arnn lam ENA GkKCrioN rlr�+ 'QD pYA6figN m C DIAGONAL INSTALLATION INSTALLATION REQUIREMENTS imTLnoe ANOLTIw vmmua+E o•ALA CROWN was CC CASTLE B br +TA' r ++Ar a4 +nT Nw gare r>mcgmogN W 1+V }1N' }+R 1W W 1]NT m:Vn!>Olm o 14 ++R }br T Pre NAaT pSflW@fA&8 sm i FAQ (n> rue MlrlA9v3. Y°o M+A®u�maab �— Illr Aarsi]gLT WfEAOgP]S4 IAOF lit]ERrIR ,�((N y�y e.mepme munr.ie. SYT C. aaagr:Lc oA*e w+ms am CIVIL m oar w:Es oATe aww ' TYPICAL BOLT r+o•ae3W SL'u"'r•�'ppn° warreNAawlwK J — g"`�I— ASSEMBLY FZF a-ti leti EWENTS 2 /fe/iS' TOWER TOWEON R ELEVATIONODIFICA M SCHEDULE LE SCHEDULE +AEr ro nLorue+a c�gm rev WArtENARPWK S-4 D Of/y Ssq SECTOR 330' G (E) 6' TALL CHAIN LINK 4� i M. cy� (E) 12' DOUBLE FENCE W/BARBED WIRE S-1 flEN e� v IVIL y (E) GENERATOR GATE REPLACE (E) VERIZON PANEL N .473 5 ANTENNA, TYP. OF 2 PER (E) VERIZON MESA CABINET SECTOR (6 OF 12 TOTAL) A�0,�9F�lS Fss0 AL13 E, ,- (E) CLEARWIRE 1 _ EQUIPMENT AREA 1-3 (P) 0) RRH9 & (1) JUNCTION I z BOX W/SURGE MOUNTED TO GENERAL NOTES o�' 111 TOWER LEG BELOW SECTOR Q I <�. 1 MOUNT. INSTALL SURGE WITHIN w 15' FROM RRH FEED EACH I 1. VERIFY COAX CONFIGURATION, ANTENNA 111 0 0 I w , . 0 CONFIGURATION, AND ANTENNA HEIGHT WITH C 1 SECTOR A RRH WITH (1) 1-1/4»0 4x4 Q LATEST RF DATA SHEET PRIOR TO 80* HYBRID CABLE. a 0 INSTALLATION. Z �- 2. THE CONTRACTOR SHALL SCHEDULE AND (E) VERIZON N Q SEQUENCE ALL REQUIRED WORK WITH THE GENERATOR 11 I J OWNER'S REPRESENTATIVE AND CONSTRUCTION 11 w MANAGER. (E) VERIZON GPS ANTENNA 11 I u (E) 160't SST ,� 3. REPAIR ANY DAMAGE DURING CONSTRUCTION ATTACHED TO SHELTER / I 0 TO MATCH .EXISTING PRE-CONSTRUCTION ~ CONDITIONS TO THE SATISFACTION OF THE (P) CABLE PORT CONSTRUCTION MANAGER THROUGH SHELTER I 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT AS NECESSARY THE PROJECT DESCRIBED HEREIN. THE (P) (1) 1-5/8 0 8x8 HYBRID 03 (E) VERIZON ICE BRIDGE SECTOR B I CONTRACTOR SHALL BE RESPONSIBLE FOR ALL * CABLE ACROSS (E) ICE BRIDGE I CONSTRUCTION MEANS, METHODS, TECHNIQUES, (E) VERIZON COAX CABLE 220• & UP LATTICE TOWER I a SEQUENCES AND PROCEDURES FOR THE WORK. (P) (1) 1-5/8»0 8x8 HYBRID � � 5. ANTENNAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS & I CABLE ACROSS (E) ICE BRIDGE REPLACE (E) VERIZON PANEL 4 I STRUCTURAL ANALYSIS (BY OTHERS) INCLUDING i & UP LATTICE TOWER ANTENNA, TYP. OF 2 PER SHELTER ANTENNA MOUNTS AND SECTOR FRAMES AS SECTOR (6 OF 12 TOTAL) S-1 (E) 6' TALL CHAIN LINK SHELTER TE TV APPLICABLE. (E) VERIZON ICE BRIDGE W/(3) J"0 COAX, FENCE W/BARBED WIRE 6. REPLACE AND/OR REUSE (E) MOUNTING (5) MW WAVE GUIDES, & (2) "COAX (E) SQUARE I HARDWARE, INSPECT FOR DAMAGE, AND PANEL ANTENNA REPLACE AS NECESSARY TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. LTE 850 PCs AWS 7. EQUIPMENT LOCATIONS AND CONDITIONS TO BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF N CONSTRUCTION. ENGINEER SHALL BE NOTIFIED COMPOUND PLAN 1 FOF OR ATNY HED AME.PANCIES OR BE RESPONSIBLE © SCALE: 1"=15' (11"x17") A-1 NORTHWEST ELEVATION 2 8. NORTH SHOWN IS APPROXIMATE. NOT ALL (E) OR (P) IMPROVEMENTS REQUIRED MAY BE 15 7.5 0 15 SCALE: 1"=30' (11"x17") A-1 SHOWN FOR CLARITY. ANTENNAS SHOWN FROM BACKSIDE OF SECTOR 9. MATCH EXISTING ANTENNA TIP ELEVATIONS AS (P) ANTENNA 30 15 0 30 ZONING OR APPROVALS DICTATE. 10. PROTERRA HAS NOT BEEN CONTRACTED TO CONFIGURATION 3 PERFORM A STRUCTURAL ANALYSIS AND/OR AN ASSESSMENT OF THE STRUCTURE AND SCALE: NONE A-1 THEREFORE ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL CAPACITY OR MODIFICATIONS REQUIRED AS A RESULT THEREIN. REVISIONS DESIGNED BY: JMM/TEJ JOB #: 12-048 PnuTerra BARNSTABLE MA DRAWN BY: SH REV." #: DESIGN GROUP, L L C verlL # ( )wirel@SS CROWN CASTLE SITE :807198 RT. 6 DATE: 2/25 13 400 FRIBERG PARKWAY / 1 Short Street ph:(413)320-4918 WESTBOROUGH. MA 01581 1731 SERVICE ROAD Aml Suite 3 Northampton. MA 01060 Fox:(413)320-4917 WEST BARNSTABLE, MA 02668 SCALE: AS NOTED MAIN JUNCTION BOX WITH SURGE C P� OF 9c SECURE TO MOUNTING O 1 M. 1041t PIPE W/j"0 GALVANIZED SIN r� (E) LATTICE OR GUYED MOUNTING PIPE U-BOLTS TYP. OF 2 IVIL TO VERIFY SIZE & MOUNTING PIPE TOWER LEG, CONTRACTOR (2"-4" O.D.) N .473 5 ,0 9 CONFIGURATION IN FIELD (2"-4" O.D.) �pF(/S , SUPPLIED PIPE S U ALE MOUNTING BRACKET 19{ "t UNIVERSAL PIPE MOUNT, VALMONT P/N R5-UP TYP. OF 3 (1 PER SECTOR) 00 0 REMOTE RADIO HEAD 00 ° SECURE WALL MOUNTING BRACKET TO PIPE 154"t MOUNTING BRACKETS cm ® TOP 64„} W/J"O GALV. GRADE 5 RRH W/PIPE MOUNTINGR SECURE TO MOUNTING BOLTS HARDWARE, TYP. OF 3 PIPE W/8"O GALVANIZED (1 PER SECTOR) SUPPLIED PIPE U-BOLTS TYP. OF 2 PIPE NTING MOUNTING BRACKET (2"-6" MOUNTING PIPE O O.D.) L2 (2„-4" O.D.) FRONT SIDE 2431, O O 8 . 2" SCH 40 PIPE (OF JUNCTION BOX WITH SURGE x 6'-0" LG TYP. OF 3 108"t (, PER SECTOR) PIPE MOUNTING DETAIL 2 TOP PIPE MOUNTING JUNCTION BOX WITH SCALE: NONE S-1 BRACKET TYP. OF 2 SURGE W/PIPE MOUNTING HARDWARE, Lj O SUPPLIED WALL TYP. OF 1 (P) HEAVY DUTY CROSSOVER PLATE MOUNTING BRACKET (P) PANEL ANTENNA (VALMONT P/N SCX OR EQUAL) JOINING FRONT SIDE (P) PIPE MOUNT AND (E) ANTENNA FRAME WITH 1/2"0 U-BOLTS RRH PIPE MOUNTING DETAIL 3 (P) 2-3/8"0 PIPE MOUNT (E) ANTENNA FRAME SCALE: NONE S-1 (P) CROSSOVER CLAMP KIT INSTALLATION NOTES: VALMONT P N SSCK OR EQUAL 1. INSTALL ALL EQUIPMENT, MOUNTING ( / ) BRACKETS, AND HARDWARE IN (P) CROSSOVER ACCORDANCE WITH MANUFACTURER'S CLAMP KIT (VALMONT P/N RECOMMENDATIONS. SSCK OR EQUAL) 2. GROUND DISTRIBUTION BOXES, MOUNTING LE TH AS 0 BRACE PIPES, AND RRHs IN ACCORDANCE WITH EQUIPMENT MOUNTING DETAIL 1 LENGTH AS NEEDED MANUFACTURER'S RECOMMENDATIONS. SCALE: NONE S-1 3. INSTALL EQUIPMENT AND MOUNTING N BRACKETS TO PRESERVE CLIMBING ACCESS PIPE MOUNT ELEVATIO 4 ON TOWER. SCALE: NONE 4. EQUIPMENT TO BE INSTALLED AT VERIZON S-� RAD. CENTER IN ACCORDANCE WITH TOWER STRUCTURAL ANALYSIS BY OTHERS. REVISIONS DESIGNED BY: JMM/TEJ JOB #: 12-048 ProTerra BARNSTABLE MA DRAWN BY: SH REV. #: 0 DESIGN GROUP, L L C VerlZonWllel@SS CROWN CASTLE SITE #:807198 (RT. 6) 1 Short Street 400 FRIBERG PARKWAY DATE: 2/25/1 3 smi Suite 3 Ph:(413)320-4918 WESTBOROUGH, MA 01581 1731 SERVICE ROAD Northampton, MA 01060 Fox:(413)320-4917 WEST BARNSTABLE, MA 02668 SCALE: AS NOTED 1 I. I 1 • TOP OF EXISTINC'LATTICE TOWER ELEV. 160'-0 t 0.C.1. C.L. OF EXISTING ANTENNAS PROPOSED VERIZON WIRELESS ELEV.— 154—0 t_AG_I, ANTEN)MS TO SNAP OUT OWNG ANTENNAS CM.-12) C-L OF ExISTING1�ANTENNAS /1• l� ELEV. - 148'—o"t A.G.L. '—'—rYt VERIZON WIRELESS 400 FRIBERG PARKWAY �x x x x EXISTING WESTBOROUGH, MA 01581-3956 GENERATOR ON CONCRETE PAD X C.L. OF EXISTING DISH ANTENNA EXtSfING � ELEV. 1O'-0".13'-6" x EOUIPNENT SHELTER EXISTING EXISTING 12.WIDE DISH ANTENNA BARNSTABLE HO MA EXISTING X SWING GATE ( ) GENERATOR EXISTING ON CONCRETE PAD ICE BRIDGE y/ � X �1 e EXISTING LTE DRAWINGS METER BOARD x EXISTING t 1'-0"x26'—O' 1 08/05/11 FOR SUBMTTAL VERIZON WIRELESS x EQUIPMENT SHELTER 0 05/23/11 FOR SUBMITTAL A 05/23/11 FOR COMMENT xIr EXISTING EXISTING TOWER 160't TALL CONCRETE LATTICE TOWER FOUNDATION x Dewberry• x Dewberry Goodkind,Inc. 1/ SUMMER STREET 107"1QTH RIDOIi MA 02210 100 k 0 / DOSTING160'± TALL _ LATTICE TOWER �� A k O ARILS r" v CML \ k No 339% k x x—� DRAW BY: OEA REMEWED BY: GHN EXISTING SITE PLAN omwm BY. PPS SCALE1/16--1'FOR 11-07- 1 1/B'-1' FOR 22-c34• PROJECT NUMBER 50002925 0' 4' B' Is, JOB NUMBER 500433172 700 850 PCs 850 c>�o>rs ezossrolls ... 1. SOME EXISTING k PROPOSED INFORMATION NOT SHOWN Sty ADDRESSFOR CURRY. 2• NORTH SHOWN AS APPROXIMATE. 1731 SERVICE RD 3. NO COSTING ANTENNA INFORMATION PROVIDED FOR BARNSTABLE, MA 02630 EXISTING TOWER. ALL ITEMS SHOWN AS APPROXIMATE. I 4. ANTENNAS, MOUNTS R COAX TO BE INSTALLED PER TOWER MANLFAC1URER RECOMMENDATIONS&TOWER SHEET TITLE ANALYSIS SPECIFICATIONS. 5. DEWBERRY HAS NOT BEEN CONTRACTED TO PERFORM A ELEVATION �� EXISTING SITE PLAN STRUCTURAL ANALYSIS ON TICS TOWER AND THEREFORE ASSUMES NO RE8PONSIBIUTY FOR THE STRUCTURAL CAPACITY. AS VIEWED STANDING BEHIND THE ANTENNAS. StAI 1/16--1'FOR 11 07' 2 & ELEVATION FOR 22'X34' SHEET NUMBER B. �CNu eASW ON APPRowwTaNs.vAwEs SHOWN N. ANTENNA CONFIGURATION D• 4• B 16' SCALE NJ-& C- 1 •s :d { GENERAL NOTES: 1. 16.2 CUBIC YARDS OF CONCRETE REQUIRED PER PIER. 2. MAXIMUM FREE DROP OF CONCRETE SHALL BE 6 FT. 1 PROVIDED IT IS DIRECTED THRU A HOPPER OR EQUIVA- LENT. CONCRETE SHALL NOT HIT SIDES OF SOIL OR io 1 " REINFORCING.3. CONCRETE SHALL HAVE A MINIMUM COMPRESSION A A STRENGTH OF 3,000 PSI AT 28 DAYS AND SHALL BE (MIN') INSTALLED IN ACCORDANCE WITH THE ACI-318-83 BUILDING CODE REQUIREMENTS FOR REINFORCED TOWER CENTER CONCRETE 0cld 60• REF 4 TIESVER OF GRADE REINFORCINGCAL 40 STEEL WITHHALL ASTM A OF GRADE 60, n CENTER POINT OF , DEFOR- UPPER TEMPLATE. (TYP.) j .6 MATIONS AND ;DETAILED'IN ACCORDANCE WITH 30. :El* AND CONCRETE PIER 1 ACI-315-80 (MANUAL OF STANDARD PRACTICE FOR — --� � DETAILING REINFORCED CONCRETE STRUCTURES). _ 5. ANCHOR BOLTS SHALL HAVE UNDISTURBED THREADS I. 1 -6 AND BE POSITIONED SO THAT INSPECTOR CAN MOVE I THE ANCHOR BOLT TEMPLATE FROM TOP OF PIER TO TIE DETAIL TOP OF ANCHOR BOLTS. COAT THREADS WITH HEAVY 2r—+" DOWEL DETAIL . GREASE. I 6. BOTTOM ANCHOR BOLT TEMPLATE SHALL BE LEFT 35'-10' '�d IN PLACE AS SHOWN. 1 7. TEST CYUNDERS SHALL BE MOLDED AND LABORATORY FOUNDATION PLAN I 3' CLEAR (MIN.) CURED IN ACCORDANCE.,WITH ASTM C31: THESE y CENTER POINT OF CYLINDERS SHALL BE TAKEN FOR EACH TRUCK. UPPER TEMPLATE CYLINDERS SHALL BE TESTED IN ACCORDANCE WITH ANCHOR BOLT I ASTM C39. 1 1/4-0 x 10--8 1/2- (6) PER PIER 8. ALL REINFORCING STEEL MUST HAVE A 3 INCH COVER OF CONCRETE. 0 7 7/8- F30LT PRO,:'_C7.Cr, UPPER ANC!1aR BOLT TEMPLNTE 9. A 3'-0' 50. PIER MAY BE USED INSTEAD OF THE (ZEE NOTE 5) 3'-O" DIA. PIER INDICATED (PER OPTION OF CONTRACTOR) -HEAVY HE< NUT 10. TGP OF ALL FOOTING PEDESTALS MUST BE AT THE Sr�t:1E Ei�'`!A iv?1 WITH RESr'EC T TO EACH. U i HEF. IN FINV-H GRACE - ( C) to VERTICAL BARS THE INSTANCE THAT GROUND LEVEL VARIES. fH�E 6 I i I I I ECUALLY SPACED MINIMUM DISTANCE FROM FINISHED GRADE TO TOP OF -O m PEDESTAL SHALL BE 6 / l //� �� ✓ %/lam/fir 11. FOUNDATION DESIGN IS BASED ON TEST BORING LOGS PIER 'REINFORCING DETAIL PERFORMED BY ALL CAPE WELL DRILLING, DATED ADO (2) (l3 TIES JANUARY 16, 1990. ' 3" C C BETWEEN TOP (2) TIES HEAVY HEX NUT 1 12 3/4' I ACTUAL TOWER FNON. DESIGNED FOR: LOWER 'ANCHOR E30LT 6 3/8-1 3 8" MAXIMUM REACTIONS MAXIMUM REACTIONS TEMPLATE (W/ (11) #3 TIES O 12- C/C ,` CUTOUT IN CENTER) PER LEG PER LEG V' ACHOR BOLT nl VERTICAL BARS _ PICAL OF 6) DOWN i 168.7 k DOWN i 230.4 k (20) - ' s 3 lli/16UP 144.6 kKEYWAY UP 203.3 k x 10-a (a)DOWELS I 2"X 2.X 2 3 11/16" SHEAR -� 21.1 k SHEAR •� 24.3 k TOP 16 3" CLEAR MIN. 10 1�2 )C/C�EACH WAY 14 3/4" O TOWER ood BOT OM (1s) - 3'11/16' ENTER � RIN. 8 3 O (19 EACh wAY CENTER POINT OF ��®��� T.l.ohma (alGrand0ow. Mo.e) 7as-4600 3' CLE.A3 1?/16, UPPER TEMPLATE Tdmc 42-4121 AND CONCRETE PIER [V 75 (li OF DAVID ANCHOR BOLT •r A RELEASED MPJ p 3 C1:ARVp��—FQUNDATIONS SHALL 9E ��� KUHN MIN. FOUNDED ON SOLID LAYOUT DETAIL .I Ci','IL =1 ISSUE REVISIONS DWN APPR DATE UNDISTURBED SOIL No. aasslp � TrnF SPREAD FOOTING FOUNDATION r r�4�;'s;f FOR A ,40' LST TOWER SECTION A—A `' ,S'0 NYNEX cj z 9TE ow- Na ;` T I t �tll =lq� 8/9RNSy'�4 .E,MA SF-9243-0ra �aa � ooDy � � 0 111 ore ad��c� S k �la� SHEET SCHEDULE 0 d T-1 TITLE SHEET&PROJECT DATA E-1 GENERAL INFORMATION Q .} GN-1 GENERAL NOTES 1 OF 2 E-2 SERVICE PLAN GN-2 GENERAL NOTES 2 OF 2 E3 ELECTRICAL ONE-LINE DIAGRAM Q A-1 SITE PLAN E4 ELECTRICAL PANEL SCHEDULE Q A-2 COMPOUND PLAN&ELEVATION E5 GROUNDING PLAN A-3 EQUIPMENT UT E-6 GROUNDING DETAILS E-7 GROUNDING DETAILS A CONSTRUCTION A-4A ANTENNA SP CIFFIICATIONS E E-8 GROUNDING DETAILS A4B ANTENNA MOUNTING DETAILS-UHF E-9 GROUNDING DETAILS A4C ANTENNA MOUNTING DETAILS-DISH Q DRAWINGS FFLO TV A 5 ANTENNA MOUNTING DETAILS-GPS Q I CONSSUEDFOR ccR Jae � CONSTRUCTgN A-5 EQUIPMENT DETAILS A-5A SHELTER DETAILS Q ISSUED-1 D &1]d9 CONSTRUCTION A-r A-5B EQUIPMENT SITE NAME: CAPE COD CROWN #807198 A-5C EQUIPMENT ETAILSUT&ELEVATION Q ]�� SUBMISSION A-6 CABLE&CONDUIT ROUTING DETAILSREVISIONSITE ID: CAPE COD MA 001C A-68 CABLE&CONDUIT ROUTING DETAILS REV. DATE DESCRIPTION ALB CABLING DETAILS A-7 SITE DETAILS t live mobile tv KMB 0_ w- DESIGN GROUP 09 kmbdg.com ZLL jQ �KK �'�1 PROJECT SUMMARY IBW WALL.NJonI9 R 34.OUTE 209 o w a J��� (732)280.5623 2 J .4 "'9 ` fi i0�. APPLICANT: FOR ALL QUESTIONS,PLEASE CONTACT ow a SITE LOCATION ~.,'w�^a � FLOTV,INC(f/k/a MEDIAFLO USA,INC) `�`� I_• JASON R 9EAT0-PROJECT MANAGER =x W �'`�:� 5775 MOREHOUSE DRIVE SAN DIEGO,CA 92121 J> r naW7Ws MrocaaE N (858)651-4552 rc tF4 p Stephen A. Bray & #3 <T t74W7008 ® SERVICE ROAD w�,, PROFESSIONAL ENGINEER i> &2+t e .Ffxy,.,, ff% ENGINEER: r , Hq1 04W7X11 184010W00 7-�..- Htyy.,. ..,.,,"`^^-•- ...-._-..,_„ JV v � .•,.. - -1 "—.'_"'MTdCnpe`,Hwy-"."'�'r~...._....---'--""rs w J 774W7X13 M� 01731 19a0W "� KMB DESIGN GROUP,LLC �, m F tt51 r0/y 1t 1797 y. s a 1800 ROUTE 34,SUITE 209 iii Yy 174�W7x12 �174W7X14 taNF 194008W02 194009W91 `•✓- A+akb ~...mµ_.- , ., R' ( MN1apa Hvey. Pam WALL.NJ 07719 ,. wo tlal J !F 51 1i 1789 1i,1605 f....,. .,,� ..,...y. - w Z t7aW70t5 i i 3 1, _....._. .....- (732)280.5623 wm 025 0 ll' ' / _ tsaoloTW PROPERTY OWNER:a0�c �174007016 11731 / J _._.._- w 021 _ --".f15 #5 tsaoo9To2 e�701 °4 e ; CROWN ATLANTIC CO LLC ° 17aomon w s "0070 1 500 WEST CUMMINS PARK SUITE 3600 iF 1789 ... ...,�. .;`� � ::,"'..�"CPS a / ..... naoo7ole SITE LOCATION ,>'•�- � �°�' a�'"�` ar t, r1 A80 z 4�i::::'"`.... f , /' "t i j r WOBURN.MA01801 $ 174W7020 194W1 W7 , u o V 63 0109 J%' j °f TARA RAND W w 174007019 174007XO1 !t` p p f .468 #0 194001008 -ammo985 781 970.0060 `V a t9a001oo5. s `' MA LICENSE:47770 1/6/10 o a 19401t 194 x lL PROPERTY ADDRESS: 9 4: ' If/ ell t wz A240 ttOp' 9 i „>' •!.- I' ��; �� 1731 SERVICE ROAD `? 02668 " PARCEL MAP LOCATION MAP 5DD D 5DD DDD BARNSTABLE, O NTY o i ]s o ]s Iso zoo ,._ BARNSTABLE COUNTY t y 11x17 SCALE:1"=300'± 5� 11x17 SCALE:1"=1000'± - �/ W. 4 24x36 SCALE:1"=150'± "R , 24x36 SCALE:1"=500'± PARCEL: 010 W00 MAP:194 LFLO I Y ZONE: RF (RESIDENTIAL) z a J�j�'� Xd.rcv cCa LATITUDE: N41°4 '01.39"o LONGITUDE: W70°21'34.09" DATUM,NAD 83 3 live mobile tv c 3 r Q e - yea PROJECT NUMBER: GROUND ELEVATION: ±143'AMSL 316.0067 w Q TOWER HEIGHT: ±160'-0"AGL slrE INFORMATION:B o J O ANTENNA RAID CENTER: UHF: 6T-0"AGL 1731 SERVICE ROAD - cd BARNSTABLE, MA 02668 ^ t PRIMARY DISH: 25'-0"AGL o H 0 6 Seq j�Rtl '" SECONDARY DISH: 25'-0"AGL BARNSTABLE COUNTY o "� ""O CA. s DEVELOPMENT SUMMARY m F SITE LOCATION d g l 6 'MJa Ca CAPE COD MA-001C az R BROADCAST EQUIPMENT INSIDE A NEW SHELTER AND DESIGN TYPE: SJ o$ ' , tilJnfoi; MOUNT(1)UHF BROADCAST ANTENNA AND(2)DISH ANTENNAS TO AN CO-LOCATION A o `` SeTviq�Rd ,-- �. _ EXISTING TOWER.IN ADDITION,MOUNT (2)GPS ANTENNAS TO THE o S $ I U SHELTER. DRAWN BY: CHECKED BY: DATE: o a g ro O J LS 7-27-09 0 ' o f SHEET TITLE: TITLE SHEET& S SITE LOCATION e PROJECT DATA gr 4 O EFU g S O - _ c. fJ J .o _= c L� Q a , SHEET NUMBER: REV.: 0 =a ZONING MAP S00 D 5DD DDD AERIAL PHOTO T_1 x W 11x17 SCALE:1'=1000'± 0 0 24x36 SCALE:1"=5001± `"""' 111 SCALE:NTS r t � 1 GENERAL CONSTRUCTION NOTES 2 SITE WORK NOTES Q 1. All work shall conform to the requirements of the local building code, the latest edition and all other applicable c7and1. Do not excavate or disturb beyond the property lines or lease lines, unless otherwise noted. ordinances. 2. Do not scale building dimensions from drawing. 2. Contractor shall visit the job site and shall familiarize themself with all conditions affecting the proposed work an make provisions as to the cost thereof. Contractor shall be responsible for familiarizing themself with all contrac3. Size, location and type of any underground utilities or improvements shall be accurately noted and placed on documents, field conditions and dimensions and confirming that the work may be accomplished as shown prior to as-built drawings by general contractor and issued to engineer at completion of project. Q proceeding with construction. Any discrepancies shall be brought to the•attention of the engineer prior to the commencement of work. No compensation will be awarded based on claim of lack of knowledge of field conditions. 4. All existing utilities, facilities, conditions and their dimensions shown on plans have been plotted from available records. The engineer and owner assume no responsibility whatsoever as to the sufficiency or accuracy of the Q 3. Plans are not to be scaled. these plans are intended to be a diagrammatic outline only unless otherwise noted. The work information shown on the plans or the manner of their removal or adjustment. Contractor shall be responsible for shall include furnishing materials, equipment and appurtenances, and labor necessary to effect all installations as indicated determining exact location of all existing utilities and facilities prior to start of construction. Contractor shall also Q on the drawings. Owner provided materials will include the following, unless noted otherwise: obtain from each utility company detailed information relative to working schedules and methods of removing or adjusting existing utilities. RE--UED 10" CC. ... A. Transmitter and Transmitter disconnect CONSTRUCTION B. RF Transmitter Rack A & B C. RF Filter 5. Contractor shall verify all existing utilities both horizontally and vertically prior to start of construction. Any Q o-,Tm D«-RD�w �� ,R9 D. MFTS Rack discrepancies or doubts as to the interpretation of plans shall be immediately reported to the engineer for E. AuxiliaryEquip ment in MFTS Rack resolution and instruction, and no further work shall be performed until the discrepancy is checked and corrected by Ta INRNL ,m AS F. Pump asemly the engineer. Failure to secure such instruction means contractor will have worked at his/her own risk and expense. " SUZ.- G. Heat exchanger Contractor shall call local digger hot line for utility locations 48 hours prior to start of construction. REV. DATE REVISION ORAWN CHKD. H. Transformer DESCRIPTION BY BY I. Hose and hose manifolds (any copper or steel sections provide by contractor) 6. All new and existing utility structures on site and in areas to be disturbed by construction shall be adjusted to J. UHF antenna and mounting brackets, GPS antennas and KU antennas finish elevations prior to final inspection of work. K. UHF coax and hangers L. LMR coax (hangers, conduit and accessories by contractor) 7. Grading of the site work area is to be smooth and continuous in slope and is to feather into existing grades at ° M. 480-208 and 208-400 electrical transformers the grading limits. u PAMB N. Automatic transfer fer switch and generator 8. All temporary excavations for the installation of foundations, utilities, etc., shall be properly laid back or braced in 0. Equipment shelter (shelters furnished in factory with hvac equipment and electrical distribution panel) oZ d ltll accordance with correct occupational safety and health administration (OSHA) requirements. w 2 P. Bard leaag controller DESIGN GROUP 0. Krone blocks for alarms 0 9. Structural fills supporting pavements shall be compacted to 95% of maximum standard proctor dry density. kmbdg.com w 4. Dimensions shown are to finished surfaces unless otherwise noted. Spacing between equipment is required clearance. d0 Therefore, it is critical to field verify dimensions. Should there be any questions regarding the contract documents, existing 10. New grades not in building and driveway improvement area to be achieved by filling with approved clean fill and o compacted to 95% of standard proctor density. I800 ROUTE 34.SUITE 209 conditions and/or design intent, the contractor shall be responsible for obtaining a clarification from authorized WALL NJ 07719 ow representative of the engineer prior to proceeding with the work. f�3zJzeosez3 11. All fill shall be placed in uniform lifts. The lifts thickness should not exceed that which can be properly compacted FOR ALL QUESTIONS.PLEASE CONTACT �= 5. Details are intended to show design intent. Modifications may be required to suit job dimensions or conditions, and such throughout its entire depth with the equipment available. JASONRBEATO-FROJECTMANAGER <o modifications shall be included as part of the work. 12. Any fills placed on existing slopes that are steeper than 10 horizontal to 1 vertical shall be properly benched into oQ 6. Contractor shall receive clarification in writing, and shall receive in writing authorization to proceed before starting work on the existing slope as directed by a geotechnical engineer. Stephen.A. Bray any items not clearly defined identified by the contract documents. Q or en 13. Contractor shall clean entire site after construction such that no papers, trash, weeds, brush or any other deposits t+. will remain. All materials collected during cleaning operations shall be disposed of off-site by the general contractor. PROFESSIONAL'ENGINEER ox 7. Contractor shall supervise and direct the work using the best construction skills and attention. Contractor shall be solely A. _> responsible for construction means, methods, techniques, sequences and procedures and for coordinating all portions of the S`Sq 0� 14. All trees and shrubs which are not in direct conflict with the improvements shall be protected by the general Cy work under contract, unless otherwise noted. contractor. All yN thall be for the safety of the work area, adjacent areas and building occupants that are likely to be ! N u 15. All site work shall be carefully coordinated by general contractor with local utility company, telephone company, and %y/ ^� 'Y 8. Contractor s e responsible �-+ of affected by the work under this contract. Work shall conform to all OSHA requirements. any other utility companies having jurisdiction over this location. 9. Contractor shall coordinate their work with the superintendent of buildings & grounds and schedule their activities and aai� working hours in accordance with the requirements. IS 10. Contractor shall be responsible for coordinating their work with the work of others as it may relate to radio equipment, <W antennas and any other portions of the work. V 50 11. Install all equipment and materials in accordance with manufacturers recommendations unless specifically otherwise indicated 3 RF NOTES "r'sr yy or where local codes or regulations take precedence. ya 12. Make necessary provisions to protect existing surfaces, equipment, improvements, piping etc. and immediately repair any 1. All antennas provided by owner unless noted otherwise. MA LICENSE:4777o t/s/to w damage that occurs during construction. $1 2. All coax provided by owner unless noted otherwise. ?_ a o 13. In drilling holes into concrete whether for fastening or anchoring purposes, or penetrations through the floor for conduit Z 0o runs, pipe runs, etc., it must be clearly understood that reinforcing steel shall not be drilled into, cut or damaged under 3. Contractor to field verify antenna cable length. I? f w any circumstances (unless otherwise noted). Locations of reinforcing steel are not definitely known and therefore must be 4. Coax shall be properly supported per manufacturers recommendations, MFTS specifications, and construction FLO TV Sw searched for by appropriate methods and equipment. drawings. g14. Repair all existing wall surfaces damaged during construction such that they match and blend in with adjacent surfaces. 5. LMR coax shall be installed in 1" rigid conduit or as otherwise shown on drawings. live mobile tv 15. Seal penetrations through fire rated areas with U.L. listed and fire code approved materials. 8 rg first point of entry into building with coax grounding kit. PROJECT NUMBER: 6. All coax (except rigid UHF coax) shall be grounded at SUN 16. Keep contract area clean, hazard free, and dispose of all dirt, debris, and rubbish. Equipment not specified as remaining Additionally, all flexible coax shall be grounded at intervals not to exceed 200'. 316.�067 $ on the property of the owner shall be removed. Leave premises in clean condition and free from paint spots, dust, or SITE INFORMATION: " o J smudges of any nature. Contractor shall be responsible for maintaining all items until completion of construction. 7. All coax connections shall be properly weatherproofed and sealed. 5 1731 SERVICE ROAD Oa V. 17. Minimum bend radius of antenna cables shall be in accordance with cable manufacturers recommendations. 8. Provide drip loop at all connections to antenna. BARNSTABLE, MA02668 _0 BARNSTABLE COUNTY "1 V 18. All existing inactive sewer, water, gas, electric and other utilities, which interfere with the execution of the work, shall be 9. All antenna azimuths shall be verified prior to final installation of antenna. Antenna azimuths on drawings are ow removed and/or capped, plugged or otherwise discontinued at points which will not interfere with the execution of the work, relative to true north. Contractor responsible for adjustments to magnetic north. CAPE COD MA-001C gm subject to the approval of the engineer. Z <y 10. Contractor shall verify each antenna has a clear view at its required azimuth prior to installation of antenna, DESIGN TYPE: a= 19. Contractor shall minimize disturbance to existing site during construction. Erosion control measures, if required during support framing, ice shields or coax conduit. Contractor shall provide written report to construction manager CO-LOCATION Fs construction shall be in conformance with jurisdictional or state and local guidelines for erosion and sediment control and describing any possible obstructions of satellite view including, but not limited to, trees, buildings, existing antennas, coordinated With local regulatory authorities. towers or cable bridges. DRAWN BY: CH ffiECKED BY: DATE: J LS 7-27-09 t 20. Light shaded lines and notes represent work previously done. Dark shaded lines and notes represent the scope of work for SHEET TITLE: Uwthis project. Contractor shall verify if existing construction is complete. Contractor shall notify engineer of any existing 8 conditions that deviate from the drawings prior to beginning construction. GENERAL NOTES 8 F 1 OF 2 21. Contractor shall secure all necessary permits and/or wiring certificates required for the electrical service upgrade. In addition, contractor shall provide all necessary coordination and scheduling with the serving electrical utility and local inspection authorities. SHEET NUMBER: REV.: o9e N 2 ow & GN-1 a Y rc zi 00 ` 1 STRUCTURAL CONCRETE NOTES 4 1GENERATOR NOTES 1. Allq concrete'work shall be in accordance with the ACI 301-89, ACI 318-95 and the specification for cast-in-place 1. Generator shall be provided by MediaFLO. Q concrete. 2. Contractor shall install generator in accordance with local and national building and fire codes. Local ordinance Q 2. All concrete shall have a minimum compressive strength FC'=5,000 psi at 28 days unless noted otherwise. shall govern in the event of conflicting codes. 3. Reinforcing steel shall conform to ASTM A 615, grade 60, deformed unless noted otherwise. Welded wire fabric shall 3. Contractor responsible for all materials required for generator installation. conform to ASTM A 185 welded steel wire fabric unless noted otherwise. Splices class "B" and all hooks shall be Q standard unless noted otherwise. ! 4. Generator is Kohler model (60/80/100) REOZ unless noted otherwise. 4. The following minimum concrete cover shall be provided for reinforcing steel unless shown otherwise on drawings: 5. Generator is UL 2200 listed. Concrete cast against earth........... 3" 0 Concrete exposed to earth or weather: 6. Contractor to install owner provided isolation pad under generator base. #6 and larger................................ 2" Q 11-0ZJm RE--UEOIOR CCR JRB #5 and smaller & wwf................. 1-1/2" CONSTRUCTION Concrete not exposed to earth or weather or not cast against the ground: 5 DIESEL TANK NOTES (WHERE APPLICABLE) Q B1T-09 U'0MR J- JRB Slab and wall................................ 3/4" Beams and columns....................... 1-1/2" INI- J_ J"B 5. A 3/4" chamfer shall be provided at all exposed edges of concrete u.n.o. in accordance with ACI 301 section 4.2.4. 1. Diesel generator supplied with 214 gallon, sub-base fuel tank (maximum). ^ SUBIAISSION 2. Diesel tank shall be installed in accordance with NFPA and local requirements. REV, DATE REVISION DRAWN CHKD. 6. Holes to receive expansion/wedge anchors shall be 1/8" larger in diameter than the anchor bolt, dowel or rod and DESCRIPTION ev BY shall conform to manufacturer's recommendation for embedment depth or as shown on the drawings. Locate and 3. Fuel tank is UL-142 listed, double walled, heavy gauge construction. avoid cutting existing rebar when drilling holes in elevated concrete slabs. 0 7. Use and installation of concrete expansion/wedge anchor, shall be per ICBO & manufacturer's written recommended 4. Fuel tank is in accordance with NFPA 30 requirements. R procedures. 5. Fuel tank provided with inner tank alarm, leak detection alarm, low fuel level alarm, and emergency pressure release ��/ a valves in inner and outer tanks. w6. Fuel tank provided with overspill and overfill containment devices (when required). DESIGN GROUP o y kmbdg.com =0 2 STRUCTURAL STEEL NOTES 6 PROPANE TANK NOTES (WHERE APPLICABLE) 0 1. All steel work shall be in accordance with the latest edition of the AISC manual of steel construction. Steel sections I800 ROUTE 34,SUITE 209 " shall be in accordance with ASTM as indicated below: 1. Contractor to acquire UL listed, LP tank not to exceed 500 gallons, unless noted otherwise. WALL NJo7719 m Z 9 9 (732)280-5623 16 • W-shapes: ASTM A992, 50 ksi FOR ALL QUESTIONS,PLEASE CONTACT z� • Angles, bars channels: ASTM A36, 36 ksi 2. LP tank shall be installed in accordance with NFPA and local requirements. JASON R BEATO-PROJECT MANAGER LL • HSS sections: ASTM 500, 46 ksi o° • Pipe sections: ASTM A53-E, 35 ksi 3. LP tank regulator, vent, and filling connection shall not be located within 10' of any external source of ignition, Y1 oelectrical components, direct or mechanical ventilation system. S l+p�Vp��ll A. Bray�a 2. All exterior exposed steel and hardware shall be hot dipped galvanized. 4. Contractor to provide 2" PVC conduit (below grade) between tank and generator for installation of alarm and PROFESSIONAL ENGINEER 0. 3. All welding shall be performed using E70XX electrodes and welding shall conform to AISC. Where fillet weld sizes are control wiring. uW not shown, provide the minimum size per table J2.4 in the AISC "Manual of Steel Construction". Painted surfaces y shall be touched up. 5. Contractor to provide 2" PVC conduit (below grade) between tank and generator for installation of Ip fuel line. Tank OVA OF'rq supplier responsible for installation of fuel line. _ SSy yy 4. Bolted connections shall be ASTM A325 bearing type (3/4"0) connections and shall have minimum of two bolts CT,y o� unless noted otherwise. 6. Contractor to provide and install Micro-Design Inc LPG stationary tank monitor PN# 94442A-LPG. Monitor shall be ` STEPN .I'� Q. wall mounted in MFTS equipment room. 5. Non-structural connections for steel grating may use 5/8" dia. ASTM A 307 bolts unless noted otherwise. !0.'?7770 .. o Z= 3 CONCRETE MASONRY UNITS ��'A:••�„T����;t? ` .0 1. Concrete masonry units shall be medium weight units conforming to ASTM C90, grade N-1, (f m=1,500 ps). Medium weight (115 %�; ':1� ->� a o a 2. Mortar shall be type "S" (minimum 1,800 psi at 28 days). MA LICENSE:47770 1/6/10 o 2 3. Grout shall have a minimum compressive strength of 2,000 psi at 28 days. o oz 4. All cells containing reinforcing steel or embedded items and all cells in retaining walls and walls below grade shall be solid T ' ,Iy grouted. FLO \/ S v16 y12 5. All horizontal reinforcement shall be placed in bond beam or lintel beam units. za s �O 6. When grouting is stopped for one hour or longer, horizontal construction joints shall be formed by stopping the grout pour z a' 1-1/2" below top of the uppermost unit. live mobile tv gPROJECT NUMBER: oy 7. All bond beam block shall be "deep cut" units. 316.0067 p 8. Provide inspection and clean-out holes at base of vertical cells having grout lifts in excess of 4'-0" of height. SITE INFORMATION: 0 O 3 1731 SERVICE ROAD 00 9. All grout shall be consolidated with a mechanical vibrator. BARNSTABLE, MA 02668 0 u� 10. Cement shall be as specified for concrete. BARNSTABLE COUNTY "" CAPE COD MA-001C om 11. Reinforcing bars - see notes under "reinforcing steel" for requirements. N Y DESIGN TYPE: 1z 12. Provide one bar diameter (a minimum of 1/2') grout between main reinforcing and masonry units. CO-LOCATION o os 13. Low lift construction, maximum grout pour height is 4 feet. DRAWN BY: CHECKED BY: DATE: V <o J LS 7-27-09 8 14. High lift grouted construction may be used in conformance with project specifications and section 2104.6.1. of U.B.C. SHEET TITLE: a �w 15. All cells in concrete blocks shall be filled solid with grout, except as noted in the drawings or specifications. GENERAL NOTES g �9 8 16. Cells shall be in vertical alignment. Dowels in footings shall be set to align with cores containing reinforcing steel. 2 OF 2 0 17. Refer to architectural drawings for surface and height of units, laying pattern and joint type. SHEET NUMBER: REV.: H 18. Sand shall be clean, sharp and well graded, free from injurious amounts of dust, lumps, shale, alkau or organic material. g Q' f �0 19. Brick shall conform to ASTM C-62 and shall be grade MIN or better. A .� 'V Y w 3= 00 \ GENERAL NOTES: M" 1. THE PROPOSED PROJECT IS A WIRELESS COMMUNICATIONS FACILITY. THE PROJECT o CONSFAN STING LATTICE TOWER WITH MULTIPLE ANTENNAS.NEW \ IEQU EQUIPMENT TO BEIPLACED IN A PROPOSED HELTER LOCATED WITHIN AN RADIO Q V \ EXPANDED COMPOUND AT THE BASE OF THE TOWER.THE PROPOSED FACILITY IS Q 'P- NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY.OCCUPANCY WILL BE LIMITED TO PERIODIC INSPECTIONS BY RADIO TECHNICIANS APPROXIMATELY ONCE Q PER MONTH.THEREFORE,POTABLE WATER,SANITARY SEWERS,AND ADDITIONAL N5725'18'W SITE PARKING ARE NOT REQUIRED. Q \ MAP 174 Jt.74' °-Uyyy 2. CONNECTION TO ELECTRICAL AND TELEPHONE UTILITIES TO BE DETERMINED BY THE Q ++az� RE-�SsuEn coR CCR JRe MONUMEN PARCEL 007 008 APPROPRIATE UTILITY COMPANY. CONSTRUCT*N Q FOUND 3. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND a seas ssueewR I- JRe coNSTRucTaN AGENCY REVIEW AND APPROVAL.THIS SET OF PLANS SHALL NOT BE UTILIZED AS Q ]J1Q9 eUIBM 551 pN J49 JRe CONSTRUCTION DOCUMENTS UNTIL ALL DRAWINGS HAVE BEEN REVISED TO INDICATE \ 2B90'p/ / "ISSUED FOR CONSTRUCTION." REV. DATE REVISION DRANK CHKD. / DESCRIPTION BY BY 4. ALL MATERIALS,WORKMANSHIP AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: A. CURRENT PREVAILING MUNICIPAL AND/OR COUNTY AUTHORITY SPECIFICATIONS,STANDARDS AND REQUIREMENTS. o / B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, KMB � OATS / "� N STANDARDS AND REQUIREMENTS. EQUIPMENT + F� z /� p� SNlZ7ER i "F` , S 5. INFORMATION SHOWN WAS OBTAINED FROM ABOUNDARY&PARTIAL TOPOGRAPHIC Z MAP 174 / 1 �' DESIGN GROUP o— / 53' GENERA MR t SURVEY ENTITLED"CAPE COD"BY VS LAND DATA,SIGNED BY TODD P.CHAPIN, MA PLS 0 h PARCEL 007 X02 / 'per 9K uNx CHAIN `, \;t` �� LICENSE#37558,DATED 6 22-09. kmbd com 0o P 3 0 6 / JN6 W/BAR& WIRE 6. CONTRACTOR SHALL PROVIDE SILT FENCE DOWN GRADIENT OF ALL DISTURBED g d a 325� /� ^- ; z, AREAS.MAINTAIN UNTIL FINAL RESTORATION IS COMPLETE. 1800 ROUTE 34.SUITE 209 w w ,j1/ `PV�V • it ` ` WALL NJ 07719 \ �•' ` l o w /� j I � + 7. ADDITIONAL SITE LIGHTING IS NOT PROPOSED. (732)280-5623 g // ' ? \ FOR ALL QUESTIONS,PLEASE CONTACT i •;,• J ASON R BEATO-PROJECT MANAGER 8. THE PROPOSED PROJECT LIES WITHIN FLOOD ZONE C,AREAS OF MINIMAL FLOODING, AS INDICATED ON FEMA FIRM MAPS,PANEL 2500010015C,DATED 8/19/85. o MONUMENT rY 'o FOUND,HELD \\ f�\�. 9. BASED ON MA DEP WETLANDS INTERACTIVE GIS MAPS,THERE ARE NO WETLANDS Stephen A. Bray a FOR LINE �\ ] 1 ' \ WITHIN THE PROJECT AREA. r �p U\ -PROFESSION L EEN-G VEER o m BOULDER 's- 1� . r iut\eygda. , y �I ti o N ALL MAP 194 xw , PARCEL 010 W00 p CROWN ATLANTIC CO LLC �•; �1•` ,� �, I; •I i a .✓ e I�>IY'-d .- m DEED BOOK 12225 PACE 311 "•••. ,> /���' I�k \+ II•� I ?7 ! . �, 7VV a og AREA=i9J,069 SFt a1 -�.._._.._...... ........................ OR 2.37 ACRES t R=6027 44' tl F L-JO6.75' I r/162' \ Ln o2 ! ,f. f l / \BM7 600 NAIL SET MA LICENSE:47770 1/6/10 C a , f � E LEV=146.66 \ :: a // I LATTICE \ a MAP 194 1 /5 4� A Z \ LFF�LO , Y $ III w w PARCEL 01I \ n. MONUML7JT y� 1 FOUND zo PARCAPEL1009 live mobile tv �z // PROJECT NUMBER: w H ; / \ 316.0067 0 SITE INFORMATION: S o o / Li Oa \ 1731 SERVICE ROAD N` / BARNSTABLE, MA 02668 U uz& BARNSTABLE COUNTY M CAPE COD MA-001C N r //�-55 DESIGN TYPE: 5 CO-LOCATION o z A<OUND, MAP 194 ONUMENT pqR�00g W02 DRAWN BY: CHECKED BY: DATE: a rz o HELD J LS 7-27-09 $ m ' SHEET TITLE: / U w SITE ,qp V ' PLAN WX i SHEET NUMBER: REV.: 0 =F +6 0 IS 30 60 L -J S u nx ra+l f �w=a 1 SITE PLAN A-1 Y 2 0 0 11x17 SCALE: 1"=60' 24x36 SCALE:1"=30' lk+ \ � Q Rl-*Sl MR 's- � 0 A-2 1 I A� 11-02-09 CCR JAB X I 1 [ NOTES: CONSTRUCTION U I I CON9TRU`C�TION JLS JRB — I 1. ALL PROPOSED ANTENNA AND ORELOCATED BOULDER CABLING WORK ON THE TOWER "'� SUINIT-N JL5 RB' ; ~I I TO BE IN ACCORDANCE WITH RETAINING WALL I X I STRUCTURAL REPORT FOR THE / PROPOSED CENTERLINE OF REV. DATE REVISION DRAWN CHKD. TURNAROUND & DRIVEWAY TOWER(BY OTHERS). DESCRIPTION BY BY PROPOSED TURNAROUND / PROPOSED BOLLARD 11�(/0/ — -� ' 1 I EXISTING PAVED DRIVEWAY o (TYP OF 8) I � ;k ' / i I PROPOSED FLO N GPS ANTENNA It PROPOSED FLO TV EQUIPMENT �� r.�,i _. ' '" I I�MOUNTED TO EQUIPMENT SHELTER V SHELTER I / r� (TYP OF 2) EXISTING ANTENNA (TYP) DESIGN GROUP _� w IV I (BY OTHERS) 02 EXISTING TURNAROUND - _ 1 kmbdg.com u,� I EXISTING LATTICE TOWER �I\1� �� 1 I PROPOSED CHAIN LINK A 7 A•7 \ FENCE TO MATCH EXISTING 1800 ROUTE SUITE 209 Do PROPOSED FLO N COAXIAL �I,I � f "I WALL NJ 07719 m= CABLES ROUTED ALONG NEW I' p I I) I Q32)280 5623 0. CABLE BRIDGE I 1._._ -- I CONTACT ;w A-6 I x �� i j EXISTING GENERATOR (BY OTHERS) 3 F JJASON R BEATO NROJECTEMANAGER 10 '1 -------------.�- SECTION OF EXISTING FENCE TO x 1 _, .._.._,__1 �/ ~ II 1..1 BE REMOVED 1, I — `'J �� /"�. EXISTING UTILITY POLE O Stephen A. Bray J y, PROPOSED FLO N UHF PROFESSIONAL ENGINEER -<.-...-� `—x ANTENNA MOUNTED TO ~ J6 EXISTING EQUIPMENT SHELTER � ¢ I EXISTING 8'-0" HIGH CHAIN LINK LATTICE TOWER J 0w (BY OTHERS) non FENCE (WITH BARBED WIRE) AND 0 y e ' EXISTING LOW CABLE 13'-0" WIDE ACCESS GATES �= BRIDGE (BY OTHERS) I ` _C P/i 'P H l A. o W� " I EXISTING LATTICE TOWER p <�ls s6L L PROPOSED FLO TV 1.OmO DISH w; ANTENNA (SECONDARY) PIPE Z PROPOSED FLO TV 1.OmO DISH & MOUNTED TO EXISTING LATTICE I <' o a:...._.................. _ o TOWER l I ANTENNA PIPE MOUNTED TO 2 EXISTING LATTICE TOWER WITH 'e ICE SHIELD (TYP OF 2) o woo w SECONDARY DISH I z 247.94' AZIMUTH I PROPOSED FLO TV COAXIAL y a 14.45' ELEVATION L `� / CABLES ROUTED UP TOWER w z Z MA LICENSE:47770 1/6/10 o a \ LEG (TYP) \ I 0.N ¢ w= \ �\ I z ¢ j o o a EXISTING RETAINING a WALL o { o� / PROPOSED FLO N GIPS ANTENNA \ I w z ��O T wN /� MOUNTED ,O EQUIPMENT SHELTER I O¢ Z Z O I V m ;w PRIMARY DISH �, TYP OF 2 c�N N 206.90' AZIMUTH p o o z 38.22' ELEVATION L \I 1 Z 0 w in -0g �� / PROPOSED FLO TV EQUIPMENT In u- 0 0 llVe mobile W w Y_ _ J\ SHELTER \ ws PROPOSED FLO N 1.Om0 DISH \\_ N� O¢ 0 PROJECT NUMBER: o z CL 0 316.0067 16 wN ANTENNA (PRIMARY) PIPE MOUNTED e UHF ANTENNA PROPOSED FLO N UHF ANTENNA PROPOSED BOLLARD (TYP) \ TO EXISTING LATTICE TOWER WITH Ad 180' AZIMUTH MOUNTED TO EXISTING LATTICE e y T 0 z o w �F TOWER A4 I 0 z oa SITEINFORMATION:1731 SERVICE ROAD 8 090 ICE SHIELD 1 ¢ O O 0% o Z 0 NOTE: EXISTING 8'-0" HIGH !A BARNSTABLE, MA 02668 N EXISTING ANTENNAS(BY OTHERS) CHAIN LINK FENCE `I C o BARNSTABLE COUNTYzu s W, NOT SHOWN FOR CLARITY. \ \ O 00 CAPE COD MA-001C >� z _.....ry":. :. ❑ © - '._:,: DESIGN TYPE: [9{ o° \ CO-LOCATION Ns DRAWN BY: CHECKED BY: DATE: rr o os GRADE JLS 7-27-09 a= .j, a I SHEET TITLE: g8F COMPOUND PLAN - &ELEVATION 5 0 =i 5 0 5 10 20 SHEET NUMBER: REV.: 5 0 5 10 20 =a A-2 x W 1 COMPOUND PLAN 2 NORTH ELEVATION 0 0 I 11x17 SCALE:1"=20' 24x36 SCALE:1"=10' 11x17 SCALE:1"=20' 2406 SCALE:1"=10' ( E 1 x 1 I �iti �_✓f/, I I 0 I CONSTRUCTION MR IRS 0/ \ I I Q B-IT-09 C ISSUED ONSTRUCTION JLS JRB INITIAL Q ]J1-09 SUBMISSION JLS JRB t 0 / 20—QN t I REV. DATE REVISION DRAWM CHKD. DESCRIPTION BY BY g PROPOSED PAVED j/ ` _ _ i/ 1' I '/�` � i A•7 TURNAROUND f I _ K f t F DESIGN GROUP 2 /�— /` kmbdg.com do RELOCATED BOULDER w a RETAINING WALL i t I 1800 ROUTE 34.SUITE 209 w / WALL NJ 07719 o z I J F J I (732)2MS623 of FOR ALL QUESTIONS.PLEASE CONTACT iw I - . L EXISTING PAVED 7 I JASONRBEATO-PROJECT MANAGER r ao / I �~ 1 � DRIVEWAY � i__ II Stephen A. Bray N I Q rc _^ .___.. I PROFESSIONAL ENGINEER Z> I y 28'-7" PROPOSI o� - .r� I PROPOSED EXTENSION ED O (TYP OF 8)BOLLARD A•7 ��� `��'�� '1 y EXISTING RETAINING I =;�;: ��- -F ;c,,,t . of WALL (TO REMAIN) I 20'-10" / — _ 4'-3" PROPOSED GPS �' ., �' G� I/ ANTENNA MOUNTED _ K N X o Q 13"-10" _ — — i J 7"-0" �� \ TO SHELTER PROPOSED FILTER �_� I-- 5-0" M (TYP OF 2) P'd tee w w E a PROPOSED TRANSMITTER "X s-t UO —[—z—z—[—[—v—x—z—v—v—[—[—•—x—v— •—x—a— —v� 1 ww PROPOSED DIESEL GENERATOR ;TG �� j ° PROPOSED MFTS RACK O I ON CONCRETE PAD ray g r o (FLOOR MOUNTED) I II MA LICENSE:47770 1/6/10 a w? PROPOSED PUMP o a< RACK------------ ~ � I I I 0 I ML73 I \Oz D �w EXISTING TURNAROUND o �• PROPOSED CHAIN LINK FENCE 1 Z o I Q I I o Z TO MATCH EXISTINGI A-7 o live mobile tv Z I PROJECT NUMBER: __-- -- I It: 316.0067 w S W SITE INFORMATION: ° I _. - - —= I I N W I 1731 SERVICE ROAD 3 X PROPOSED FLO TV _ cn 0 0 1 COAXIAL CABLES I I oo_ I BARNSTABLE, MA 02668 A� ROUTED ALONG NEW I I I BARNSTABLE COUNTY o; CABLE BRIDGE ww I O a CAPE COD MA-001C `x � I I N I I PROPOSED HEAT EXCHANGER DESIGN TYPE: S( 8 Z e PROPOSED FLO TV I n MOUNTED TO SHELTER WALL CO-LOCATION Fo AS EQUIPMENT SHELTER I I I DRAWN BY: CHECKED BY: DATE: _- SECTION OF EXISTING FENCE • I - --. •-->---,--x—=--[- '—_ i PROPOSED FUSIBLE <= I I i I I I DISCONNECT MOUNTED TO JLS 7-27-09 S TO BE REMOVED I ; i SHELTER FACADE SHEET TITLE: EQUIPMENT NT � 3A F I `/� \` \ \ SHEET NUMBER: REV.:_= � 2 B ? EXISTING GENERATOR • , 15 — —� ——t 7 f IOU (BY OTHERS)0. _� 1 EQUIPMENT PLAN A-3 0 0 11x17 SCALE:3/16"=1'-0" 24x36 SCALE:318"=1'-0" \ ' 0 0 \ VI. , /, Q 's. \ I Q \ Q EXISTING • �� ` EQUIPMENT \� SHELTER (BY • �� ` OTHERS) \• \\� A 11m� CONS SSTRUCTION CCR JRS UED FOR / \\ EXISTING LOW \" \` } 8-17� CONSTRUCTION J4 JRS CABLE BRIDGE \\ ie A SD' DN L4 (BY OTHERS) 7-1- J JRS ` TOWER EXISTING LATTICE / \ \. \ REVISION DRAWN CHKD. PROPOSED FLO TV 1.0m0 `\ REV. DATE DESCRIPTION BY BY PROPOSED FLO TV �\ AAA DISH ANTENNA (SECONDARY) \ COAXIAL CABLES ROUTED `\ PIPE MOUNTED TO EXISTING ALONG NEW CABLE BRIDGE \\ LATTICE TOWERFLO TV 1 \ \\ CABESEROUTED ALONGXIAL NEW \" / \\ KMB J > CABLE BRIDGE `\ o i DESIGN GROUP o EXISTING FENCE �� 1 EXISTING LATTICE kmbd .com H \ A4C TOWER 8 ?LL EXISTINGdo • \ w� O WALL WALL, `\ leooWALL,NIon19 zoe �w 1 " 1010 PROPOSED FLO N UHF ALB EXISTING LATTICE �" , \ / (732)280.5623 ACT 10 ANTENNA MOUNTED TO TOWER FOUNDATION PROPOSED FLO N 1.Om0 \\ % FORSON R B ATIONS,PLEASE MANAGER NOTE: EXISTING LATTICE TOWER 1. PROPOSED UHF ANTENNA \ ASON R BEATO-PRO PROJECT MANAGER E NOT SHOWN FOR CLARITY. ( ) 2 DISH ANTENNA PRIMARY / 6O AAA PIPE MOUNTED TO EXISTING `o LATTICE TOWER WITH ICE i Stephen A. Bray i 1 D 1 2 NOTE: 2 D 1 z a SHIELD 1. PROPOSED DISH ANTENNA PROFESSIONAL ENGINEER °a? m lun NOT SHOWN FOR CLARITY. <N ` - i �= 1 ANTENNA PLAN VIEW-UHF 2 ANTENNA PLAN VIEW-DISH ANTENNA �s�'� "�: " o 11x17 SCALE:3/8"=1'-0" 24x36 SCALE:3/4"=1'-0" 11x17 SCALE:1/8"=1'-0" 24x36 SCALE:1/4"=1'4" j .........._-.......- og a MN TN AZIMUTH �+ 1 �w ANTENNA/COAX SCHEDULE 7S• IN ^. i e s� UHF BROADCASTKU BAND ANTENNA GPS ANTENNA ANWE ww MANUFACTURER DIELECTRIC PATRIOT MEINBERGa MODEL 7C-16P-C-R-7I9LOWRFR-IE TBD GPS167 MA LICENSE:47770 1/6110 "' QUANTITY 1 2 2 ELEVATION PRIMARY �: 25'-0" 11'-6'02 doANTENNA (ABOVE GRADE) 67-0 SECONDARY CL: 25'-0" 11'-6 H ORIENTATION 180, PRIMARY: 206.90' ��O T/o ' \/(AZIMUTH) SECONDARY: 247.94'ST ORIENTATION PRIMARY: 38.22' _� (ELEVATION ANGLE) SECONDARY: 14.45' AZIMUTH_y° MANUFACTURER DIELECTRIC TIMES MICROWAVE TIMES MICROWAVE t3SW / \I SElive mobile tv SIZE 3 1 8' 1 2" 1 2" s'''� / g16TYPE AIR DIE ECTRIC LOW LOSS LOW LOSS CONOpRO R `�-� AZIMUTH PRQECTNUMBER: 316.0067 i = TRANSMISSION LINE wN MODEL FL-77 LMR-300-75 LMR-400 tJP�S�G�Of /Q I� SITE INFORMATION: o= APPROX LENGTH 155' PRIMARY: 110'/ SECONDARY: 90' 10' RCN. �(t� 4'7 3 °; pN�- 5� ti\M �.o I 1731 SERVICE ROAD �� MIN BEND RADIUS 31 1 2" 3" 3,. \SNQ SO9q P �? �� BARNSTABLE, MA02668 0 .a'o MANUFACTURER DIELECTRIC OVN Z�1' q, '0 BARNSTABLE COUNTY LINE DEHYDRATOR MODEL 600 C \ice J I " y o CAPACITY 600 SCFD v z 0. MANUFACTURER DIELECTRIC TIMES MICROWAVE TIMES MICROWAVE = W N CAPE COD MA-ODIC g x KIT MODEL GND-77 GK-S300T GK-S400T =�o�� �:tn a DESIGN TYPE: o COAX GROUND SURGE - (2) POLYPHASER HYPERLINK Q p� �O� CO-LOCATION ,: wo SUPPRESSION I, ISMDS+24-F-F AL-NFNFB-9 ���`�' I u r r .0 DRAWN BY: CHECKED BY: DATE: °S SURGE SUPPRESSION { (2) F TYPE MALE AT (2) N TYPE MALE /JJ a CONNECTORS j EACH SUPPRESSOR JLS 7-27-09 z //� to SHEET TITLE: R j= NOTE: 7 °W BOTH KU BAND ANTENNAS WILL BE INITIALLY ALIGNED TO THE PRIMARY AZIMUTH. THE STAND—BY ANTENNA I� ANTENNA PLAN& 8G 13 WILL BE ABLE TO ROTATE BETWEEN PRIMARY AND SECONDARY AZIMUTHS. F� ! SCHEDULE i 0 SHEET NUMBER: REV.: .o _2 xou H f W 3 ANTENNA/COAX SCHEDULE 4 ANTENNA ORIENTATION A_4 Y = SCALE:NTS 00 Al I I Al Al I I MANUF. DIELECTRIC MANUF. PATRIOT Al I D I MODEL #: 7C-16P—C—R-719LOWRFR-1E MODEL #: TBD HEIGHT: 14.2' HEIGHT: 3.28 Al WIDTH: 0.7' WIDTH: 3.28' DEPTH: 2.7' DEPTH: 2.08' 0 r WEIGHT: 210 Ib5 WEIGHT: TBD Q natal RE-WUED-RC-ONSTRUCMN cca JR8 W tl &I]a8 CONSTRUCTION JLB JRB Q ]Jla9 BUIS.'S N Jl9 JRB REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY R z a� a�z O, _ J� DESIGN GROUP 00 kmbdg.com :w w a I8DO ROUTE 34,SUITE 209 w WALL NJ 07719 m i J) (732)280-5623 of FOR ALL QUESTIONS.PLEASE CONTACT i= JASON R SEATO-PROJECT MANAGER z0 <o I FRONT VIEW SIDE ELEVATION Stephen A. Bray a w PROFESSIONAL ENGINEER x SN OF-14A Y mT 1 ANTENNA SPECIFICATIONS -UHF 2 JANTENNA SPECIFICATIONS -DISH 5� cye ow SCALE:NTS SCALE:NTS STEPHETJ A. C.^ w j c ....___._.._...... z� �`0. 7770Q �Q � <� 7 \•~ y J� 0�5�. iJ o W N as MA LICENSE:47770 1/6/10 ` ya .. 0 wz 0 O� Q as W.' p FLo TV a i¢ 2 E live mobile tv gt�g PROJECT NUMBER: � 316.0067 s wy m SITE INFORMATION: � J 1731 SERVICE ROAD S BARNSTABLE, MA 02668 K, BARNSTABLE COUNTY zz CAPE COD MA-001C a x DESIGN TYPE: o= CO-LOCATION r S DRAWN BY: CHECKED BY: DATE: u Qo JLS 7-27-09 SHEET TITLE:U. v IZ a ANTENNA g 8k SPECIFICATIONS SHEETNUMBER: REV.: 3 N G W _0 A-4A Y a a� sI Go 00 i0 z� ANTENNA BRACKET (PROVIDED WITH ANTENNA) INSTALLED PER Q MANUFACTURER'S RECOMMENDATIONS 0 2 PER MANUFACTURER 0 ALB PROPOSED UHF BROADCAST ANTENNA Q EXISTING TOWER C.Ns R N LEG UCT*N CCR JRe SSUED FOR CONSTRUCTION I- JAB UHF BROADCAST ANTENNA 1 Q ]a+os gD NIT- w1rsoN J44 IR. REVISION DRAWN CHKD. • O O I I 00 O REV. DATE DESCRIPTION BY BY I I w o L) N R Z :z U O a E tai. F mK z Q o 3 - DESIGN GROUP ANTENNA BRACKET (PROVIDED w og a a. WITH ANTENNA) INSTALLED kmbdg.com do rn PER MANUFACTURER'S o Q RECOMMENDATIONS ISDO ROUTE 34,SUITE 209 WALL NJ 07719 z (732)28D-5623 of u FOR ALL QUESTIONS.PLEASE CONTACT i w JASON R BEATO_PROJECT MANAGER <o Jo Stephen A. Bray a ao'w PROFESSIONAL'ENGINEER m 2 JANTENNA MOUNT PLAN VIEW 6 T`P H E;, A ^yam r y 1 W 11x17 SCALE:1"=1'-0" 24x36 SCALE:2"=1'-0" Ol ( ( f oz ......................................... .6_'.'=_.ei 7Tn h A., p. wN \ 0STvi o a H i MA LICENSE:47770 1/6/10 oaom ;o w 3 0 as z m FoF i FLEXLINE JUMPER FLOW Zq I v $ V REDUCER ELEMENT _ ?o2 \ <� live mobile tv z g \ PROJECTNUMBER: rc ix 316.0067 oy SITE INFORMATION: os 1731 SERVICE ROAD 5 of Z o BARNSTABLE, MA 02668 BARNSTABLE COUNTY 16 CAPE COD MA-001C aY LL DESIGN TYPE: S CO- COAX (TYP) DRAWN BY: CHECKED E CO-LOCATION ATIO DATE: aox EXISTING TOWER LEG JLS 7-27-09 f j SHEET TITLE: nz ANTENNA MOUNTING $S DETAILS-UHF oo SHEET NUMBER: REV.: ;a x o �o H R o ANTENNA MOUNT DETAIL A-4 V x 0o SCALE:NTS 0 ICE SHIELD TABLE Q ELEVATION ANGLE (DEG) L" NOTE: "H" Q ICE SHIELD TO BE INSTALLED ONLY 0-20 10'-0" 5'-6" 21-25 10'-0" 6'-6" WITH PRIMARY DISH ANTENNA 26-30 10'-0" 7'-3" Q 31-35 9'-9" 8'-6" Q 36-40 9'-9" 9'-3" 4"0 SCH 40 PIPE 41-45 9'-6" 10'-6" 46=50 9'-3" 12'-0" 51-55 9'-0" 13'-0" RE-Q Il-02� CONSTRUCTION OCR JRB Q ISSUED CONST... Q B-IT-0B , ON JLS IRS Q 731-09 SU IBMI5SION JLS JRB SEE TABLE REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY VALMONT R5 UNIVERSAL PIPE MOUNT (PN 860117) OR APPROVED EQUAL 2 1 G I1011 \ a `—VALMONT ICE SHIELD �� (PN 800250 w DESIGN GROUP P, 09 kmbdg.com 9w �� o J do j o 18DO ROUTE 34.SUITE 209 w w 2 Q WALL NJ 07719 m i laJ (732)28D•5623 ii ANTENNA MOUNT WITH FOR ALL CONTACT JASON RBEASTO NPROJECTEMANA ER ELEVATION AND AZIMUTH ICE SENSOR MOUNTED TO FEED 60 ADJUSTMENT (PROVIDED HORN AS CLOSE TO THE FRONT a ONT OF DISH AS POSSIBLE. a> WITH SATELLITE ANTENNA) S6 LEVEL AND ENSURE THE Stephen A. Bray DE-ICING SENSOR IS w 1 HORIZONTAL PROFESSIONAL;ENGINEER 0 AAA OF pus g w � rr '9Oy m —_` STEPPED A. 3R,AY u? o= w o= z..��,_...... a o - ELEVATION ANGLE `cQl �F.�� SEE ANTENNA SCHEDULE �'�. S T i+l C` o Uo 5; ' v O N 6 Q O oQ 2 1/2"0 (NOM) SCHEDULE 80 MA LICENSE:47770 1/6/10 w< GALVANIZED PIPE 02 0 4 NZO FLO TV g o: �a za 3 ?O live mobile tv Z VALMONT R5 UNIVERSAL cu g PIPE MOUNT (PN 860117) 8 PROJECT NUMBER: w 316.0067 z OR APPROVED EQUAL m oJ SITE INFORMATION:1731 SERVICE ROAD 5 BARNSTABLE, MA 02668 _o EXISTING TOWER LEG UNIVERSAL PIPE TO PIPE ADAPTER BARNSTABLE COUNTY Ui i KIT BY VALMONT, PART NO. 83130 00 OR APPROVED EQUAL (TYP OF 2) CAPE COD MA-001C m a z DESIGN TYPE: o CO-LOCATION -O F S DRAWN BY: CHECKED BY: DATE: LJ JLS 7-27-09 8 ? NOTES: SHEET TITLE: W'a 1. WHEN KU ANTENNA IS TOWER MOUNTED PROVIDE LMR MALE-MALE .. 8 c' JUNCTION ADAPTER IN 12x12x4 JUNCTION BOX AT BASE OF TOWER. ANTENNA MOUNTING g g2. ALTERNATIVE FOR TAPERED TOWER IS VALMONT PIN B2773 WITH DETAILS—DISH W. PIPE TO PIPE ADAPTER FIN B3130. .So SHEET NUMBER: REV.: i Z. 3. MAXIMUM STANDOFF FROM TOWER LEG TO KU MAST IS 36". m ANTENNA MOUNT SECTION A-4 C 0 0 24x36 SCALE:314"=1'-0" 11 x1 7 SCALE:318"=V-0" J I A . I PROPOSED GPS ANTENNA Q O� S FOR TOP OF SHELTER Q IIOJ-09 ccfl ,Ra CON9TRUCTRUCTgN I Q &ITQ9 1-UE0 FOR JL3 JflB < I/ CONSTRUCTgN Q ]JIdB INITULL J- JR. A 9U&U19SgN REV. DATE REVISION DRAWN CHKO. DESCRIPTION BY BY X a t0 Q 1 0 PWB z� v PROPOSED ANTENNA MOUNT PROVIDED DESIGN GROUP oi y WITH GPS ANTENNA TO BE MOUNTED PER kmbdg.com �8 ?w _'II MANUFACTURER'S RECOMMENDATIONS wa �o I800 ROUTE 34,SUITE 209 WALL NJ 07719 o w (732)280.5623 FOR ALL QUESTIONS.PLEASE CONTACT z= JASON R SEATO-PROJECT MANAGER ado Stephen A. Bray PROFESSIONAL ENGINEER �w z> 1 ANTENNA MOUNTING DETAIL GPS '>>s�INOF��,q`ssyo ow 11x17 SCALE:112"=1'-0" 24x36 SCALE:•1"=1'-0" O`'J STEPHU] A xr 0. F!9.4777ii �g 8 U O N l n o MA LICENSE:47770 1/6/10 0 ya Of d0 ¢ W z OL:1 H V rQ z¢ G 2 O V. live mobile tv gPROJECT NUMBER: e o y 316.0067 S1TE INFORMATION: o� 1731 SERVICE ROAD 5 z o BARNSTABLE, MA 02668 BARNSTABLE COUNTY zo 0 o CAPE COD MA-001C N Y DESIGN TYPE: z CO-LOCATION - DRAWN BY: CHECKED BY: DATE: tJ ' �s <5 sHEET1TLSLE 7-27-09 w ANTENNA MOUNT 8 DETAILS-GPS SHEET NUMBER: REV.: _� N U as A-4 D yr� Y I 001 0 3 LEGEND 0 A-5 1. PROPOSED HVAC, WITH HEAT Q STRIP 2. PROPOSED HVAC, WITH HEAT STRIP Q 20'-10" 13'-10" 3. PROPOSED LEAD/LAG THERMOSTAT Q ^ 1 7'-0" I i 4. PROPOSED MFTS RACK Q T— 5. PROPOSED R&S 8600 SERIES RE-L95UED FOR 10 ------ T O a 18 11 PUMP RACK Q 1-02� co„STR'u= CCR JRS j F 10 a•v 1 6. PROPOSED R&S 8600 SERIES Qo &1'� C STROCMN +LS JRe ISSUED FOR r/ 0 TRANSMITTER O ' �,� i t 13 �k" O Q ]JI-09 SUISM1SSKlN JLS JRB D D � 7. PROPOSED FILTER REVISION DRAWN CHKD. °O 0 © 8. PROPOSED 3/4"X19"X2S" TELCO REV. DATE DESCRIPTION BY BY A 5 0 10 — ® ° 6 A•5 01 ] 16 13 BOARD 9. PROPOSED INTEGRATED LOAD CENTER O 80 O O j 12 +---20 ❑ 10. PROPOSED WAVEGUIDE ENTRY 2 a I—� 17 HOLE, 5" B w I I i DESIGN GROUP 11. PROPOSED HEAT EXCHANGER 0 kmbdg.com o 11 12. PROPOSED AUTO TRANSFER w a O3 i• 19 SWITCH 18DO ROUTE 34.MITE 209 w WALL NJ 07719 o? 13. PROPOSED GENERATOR (732) 280-5623 FOR ALL QUESTIONS.PLEASE CONTACT 1010= 14. PROPOSED HVAC #2 DISCONNECT JASON R SEATO-PROJECT MANAGER g`° 15. PROPOSED HVAC #1 DISCONNECT .0 2 16. PROPOSED WALL MOUNTED KEY Stephen A. Bray z r 2 0 2 A 5 z '_� STORAGE PROFESSIONAL ENGINEER 17. PROPOSED TELCO BOX N= 1 PLAN VIEW 2 FRONT ELEVATION 18. PROPOSED DUAL FLOOD LIGHT W/ 114&�'� m MOTION DETECTOR/ 4" ROUND rj STEPHV J A. �y `o 11x17 SCALE:3116"=1'-0" 24x36 SCALE:3/8"=1'-0" 11x17 SCALE:3/16"=1'-0" 24x36 SCALE:3/8"=1'-0" w� WPjB K 0. 19. PROPOSED 1"x6" HOLE FOR 4" t....................:. a� COPPER GROUND ; 3:diy'r z 20. PROPOSED RECEPTACLE, 20 AMP `.�1+�;+�� 1� • �� �2Q <� GFCI / 2"x4" WPJB UO ma oa MA LICENSE:47770 1/6/10 y o 10'-4" 10'-4" a m w 7'-0" 13'-10" j� i� �` NOTES: q 02 � 0, L - 1. ELECTRICAL COMPONENTS SHOWN CL07TV3 $ FOR GENERAL LOCATIONS ONLY. o f w 11 m r O CD —r �- CONTRACTOR TO INSTALL IN O a (-- O 18 z o lTJ \ f�4 , ® 14�15 O AND LOCAL REQUIREMENTSGULATIONS <� 2 live mobile tv 2. ALL INTERIOR EQUIPMENT INSTALLED 8 z 1D O � I Q PROJECT NUMBER: Ie 10 BY SHELTER MANUFACTURER PRIOR 16 o' o o It 1 o TO DELIVERY. 316.0067 e r' 1 I L+J I SITE INFORMATION: = 01 01 01 3. ALL WIRING AND CONDUIT IS FACTORY 8 °a 13 731 SERVICE ROAD INSTALLED UP TO AND INCLUDING THE 0 13 MAIN DISCONNECT. BARNSTABLE, MA 02668 0 BARNSTABLE COUNTY Z 0 o O CAPE COD MA-001C x I O O �- DESIGN TYPE: o= —� —�- CO-LOCATION o F F DRAWN BY: CHECKED BY: DATE: o o s ^ J LS 7-27-09 < <= f ~i S SHEET TITLE: R .z SHELTER 8- F DETAILS16 o 0 O SHEETNUMBER: REV.: -6 2 0 1 4 2 0 1 2 d 2 0 1 2 4 ow MR1 A_5 _� 3 REAR ELEVATION 4 RIGHT SIDE ELEVATION 5 LEFT SIDE ELEVATION 6 LEGEND x 0 8 11x17 SCALE:3/16"=1'-0" 24x36 SCALE:3/8"=1'-0" 11x17 SCALE:3116"=1'-0" 24x36 SCALE:3/8"=1'-0" 11x17 SCALE:3/16"=1'-0" 24x36 SCALE:3/8"=1'-0" 0 • 20'-10" 13'-4" 6'-6" 0 SHELTER WALL �• i I I � aE�133UE0 FOa ---------------------- ANCHOR TO FOUNDATION coasra10 ON r-------- r-------------7 10'-4"x20'-10"xo'-6" atm cca ae I I I I CONCRETE SLAB ON WITH PLATE SUPPLIED I I I I GRADE FOUNDATION WITH SHELTER Q %+ram C1-UID MR "s '"a ONSTRUcro I I I SHELTER FLOOR RUM oN ns ... I I I I GRADE REVISION DRAWN CHKD. I I I - .. - REV. DATE 'DESCRIPTION BY BY I I I I � / / / / .L .' ''g:=:ap:g":eae;.sa.ae:oae;'.ovo;.:>ae;8:eg:a:�•av ;'.' / / / / / � o I o f I I I #4 ® 12" D.C.Z . 04 EACH WAY XN11 I r 6" AGGREGATE BASE %\/�\// �/\\ � 0 KMB#4 HOOKS ® 12" O.C. \! ice/�\\��i�i. ✓/.\� �r DESIGN GROUP zy I I I I UNDISTURBED NATURAL) SLAB TURN DOWN (2) #4 BARS kmbdg.com I ` I I I I CONTINUOUS (TYP) do I I I I SUBGRADE ALL SIDES OF 1•-0n 1800 ROUTE 34.SUITE 209 So L_-------- —————————————————————-- L-—————————————- FOUNDATION asi #4 ® 12" O.C. EACH N732 2MS 239 of u WAY FOR ALL QUESTIONS.PLEASE CONTACT 0, JASON R BEATO-PROJECT MANAGER x ao 4 ASA ASA As" Stephen A. Bray �a a'o w PROFESSIONAL ENGINEER rc� y� 1 SHELTER FOUNDATION 2 FOUNDATION ELEVATION ow OF�A, 0 11x17 SCALE:1/4"=1'-0" 24x36 SCALE:1/2"=1'-0" 11x17 SCALE:3116"=1'-0" 24x36 SCALE:3/8"=1'-0" ro a� ��.uL1alnit�L -4 =o SHELTER WALL 4 + "a 4770 U 'e y SHELTER E FLOOR ASA TIE DOWN PLATE CONCRETE SLAB ON 1/8" SAWCUT ` C!S t rl 4.( N v H GRADE FOUNDATION :���/�:e1 YtL I a 3/4" FLAT WASHER \ JOINT SEALING MA LICENSE:47770� 1/6/10 e °a & LOCK WASHER COMPOUND. CAULK .. H0 �♦ SHELTER FLOOR FLUSH WITH .w CONCRETE as O _ ♦ ♦ r— � CONCRETE SLAB ON �� °0 3 4"x2 1/4" BOLT 1 —0" ELLO T/ w N / / •:" GRADE FOUNDATION 1 V $ C !•' V v.N ® 12" O.C. .. / ?0 3/4"x2 1/2- CONCRETE I t #4 H LL live mobile tv a; ANCHOR EACH WAY rcg j\\/\\\\\/\ \%\/\\\j I ,..` ./•.' :,:. .. ...' ;.':.::; "•,,.::.. PROJECT NUMBER: _= 3 SHELTER TO FOUNDATION SECTION 6" AGGREGATE BASE ��/\�/ /�/\ /\�/\�� O 1"0 HOLE ` 316.0067 W H 11x17 SCALE:114"=1'-0" 24x36 SCALE:1/2"=1'-0" \r/ /// / / \//\//\/� (TYP OF 4 SITE INFORMATION: ~ o J #4 HOOKS ® 12" O.C.- %\\j\\j\\j\\ i /\\/\\/� °' ' ) o o O' o'o 'o°' L o. o 'o°' o'o 'o°• 0 1731 SERVICE ROAD / / /, o o. .o .o. . o. .o .t.o. . o. .o .o . . o. .o .L SHELTER WALL %\�//��//j��/\,�i / jam\ {} { �.° b. o 0 o b b.. .o .o 0 0 •o .o O o BARNSTABLE, MA 02668 z_ UNDISTURBED \�\�1�\\ �� #4 ® 12" o.C. o O o' o° o' o°' o• o°' o' BARNSTABLE COUNTY EACH WAY z NATURAL SUBGRADE o m iv 6" AGGREGATE BASE \/ \ \ \ \ \ \ \ \ \ \ \ \ Z j 6 CAPE COD MA-OO1C a x TIE DOWN PLATE DESIGN TYPE: o I ASA SLAB TURN DOWN \\ \\ \\ \\\/\\�\\�\\�\\�\\�j\\ \\�\\�\\�\\\ 3{ os 3/4" FLAT WASHER FOUNDATIONALL SIDES F 1'—O" NATURAL SUBGRADE \//\//\//\\��\\ \\jam\\jam\\��\\//� /\//�\/��\/� DRAwN ev: CO-LOCATION TIO DATE: tz u & LOCK WASHER 0 J LS 7-27-09 s j ----- (2) #4 BARS SHEET TITLE: fa —————— CONTINUOUS (TYP) dw 3/4"x2 1/4" BOLT SHELTER 8 8 DETAILS 0 = NOTE: I a 3/4"x2 1/2" 1. TIE DOWN PLATE SUPPLIED WITH SHELTER. 12 Is_= CONCRETE ANCHOR SHEET NUMBER: REV.: N W� 4 SHELTER TO FOUNDATION ELEVATION 5 FOUNDATION ELEVATION 6 TIE DOWN PLATE 7 SAWCUT JOINT DEAIL A-5A Y 0 0 11x17 SCALE:114"=1'-0" 24x36 SCALE:112"=1'-0" 11x17 SCALE:1/4"=1'-0" 24x36 SCALE:1/2"=1%0" 11x17 SCALE:1"=1'-0" 24x36 SCALE:2"=1'-0" 11x17 SCALE:1"=1'-0" 24x36 SCALE:2"=1'-0" . 0 EQUIPMENT NOTES: Q RF FILTER TRANSMITTER �MFTS RACK 1. TRANSMITTER SHOULD BE INSTALLED IN A SEALED, WEATHERPROOF BUILDING F Q WITH ENVIRONMENTAL CONTROL. 2. ROOM AMBIENT TEMPERATURE MUST BE KEPT BETWEEN O-c (32-f) AND 45-c (1131). OPTIMAL PERFORMANCE AND RELIABILITY IS ACHIEVED AT AN Q AMBIENT TEMPERATURE OF 24'c (75'f) 3. MAXIMUM ALTITUDE: 2000 METERS ABOVE SEA LEVEL. 4. RELATIVE HUMIDITY: 95% MAXIMUM WITHOUT CONDENSATION. RE-4 SUED FOR 5. TRANSMITTER SUPPLIED WITH PRIMARY POWER TRANSFORMER (NOT SHOWN). 1-02-0J CONSTRUCTON CCR JRB ISSUED FOR Ls JRB ® _ 6. SIDES OF TRANSMITTER MAY BE OBSTRUCTED, NO ACCESS REQUIRED C CONSTRUCT ON Q 1JI-09 SUBMISSION JLS JRB 7. 36" SPACE REQUIRED IN FRONT OF TRANSMITTER FOR AMPLIFIER ACCESS. © ® PROVIDE 2" VINYL SKID RESISTANT, INDUSTRIAL CAUTION TAPE IN FRONT OF REV. DATE REVISION DRAWN CHKD. AND BEHIND TRANSMITTER TO MARK CLEARANCES. 24" MINIMUM SPACE DESCRIPTION BY BY 1 REQUIRED FOR COMPONENT ACCESS Go `DV P8. MINIMUM CLEARANCE FOR THE PUMP RACK: APPROXIMATE 1'-0" MINIMUM CLEARANCE ON LEFT. APPROXIMATE 18" CLEARANCE ON RIGHT �O ® 9. HOSE MANIFOLD SHALL NOT BE LOCATED DIRECTLY OVER MEDIAFLO OR i' OTHER EQUIPMENT. "B wI ' � z 10. RIGID COAX BETWEEN TRANSMITTER AND RF FILTER PROVIDED WITH RF FILTER. DESIGN GROUP o 0 o COAX SHALL BE FIELD CUT TO FIT ACCORDING TO DIELECTRIC INSTALLATION kmbdg.com $w ®® MANUAL o& E 11. REFER TO OWNER PROVIDED EQUIPMENT INTERCONNECT WIRING DIAGRAM FOR I800 ROUTE 34,SUITE 209 WALL NJ 07719 mw ? REQUIRED INTERCONNECTS. (732)280-5623 2 uI I I FOR ALL QUESTIONS.PLEASE CONTACT z= JASON R BEATO-PROJECT MANAGER <> PUMP ASSEMBLY UO Stephen A. Bray �a m PROFESSIONAL-ENGINEER 0. .s z� �y �NOF!ZgS 1 EQUIPMENT ELEVATION (FRONT) 9° F y' :Y STEPHEN A. yGN g 11x17 SCALE:3/8"=1'4" 2406 SCALE:3/4"=1'-0" BRAY ai o n w I I b N I MA LICENSE:47770 1/6110 0� I ° Ha I I i i y w i I I Oi _ _ W o ua I M I I -' n 1 m 0o I 9" 1" I 2" J M r7 ��O 1 V 16 Ew 16 I I .z o N live mobile tv u O 2'-2" PROJECT NUMBER: 316.0067 wN I FRONT VIEW SIDE VIEW SITE INFORMATION: o' O I 1731 SERVICE ROAD 5 0 20 j O BARNSTABLE, MA 02668 J Q a BARNSTABLE COUNTY I i CAPE COD MA-001C z I I DESIGN TYPE: ao I o * I a,Z I 1 CO-LOCATION r I T I 2'-2" I DRAWN BY: CHECKED BY: DATE: u g o i J LS 7-27-09 rz I fV M I �— SHEET TITLE: �w i 0' i EQUIPMENT LAYOUT& g= I I m 3 ---------- ------------------1--------1— I ELEVATION �T ----------J o O SHEET NUMBER: REV.: r' Z. PLAN VIEW 8 f ow /� R 50 2 EQUIPMENT PLAN 3 PUMP RACK ASSEMBLY /—�'5 VZW Y 00 11x17 SCALE:3/8"=1'-0" 24x36 SCALE:3/4"=1%0" 11x17 SCALE:3/8"=1'-0" 124x36 SCALE:3/4"=1%0" Al I 1 Al I TRANSMITTER FACADE Q CUT TRANSMITTER FACADE TO 1 3/8" Q ALLOW FOR ANGLE TO BE Q BOLTED TO FRAME 1. 3/8" DRILL 7/16"0 HOLE / 1 FOR 3/8" M.B. 6" x 3 1/2" x 5/I6" STEEL ANGLE Q RE..ED FOR CONSTRUCTION CCR JRB 6x3 1/2x5/16 STEEL ANGLE SS A-JY Q TRUCOW T 7/16"0 HOLES O S 61TJm CONSTRUCT ON LS JRB FOR 3/8" M.B. N Q Talcs sUIBMIW*N I- JRB 3/8"0 HILT] KWIK BOLT II WITH REV. DATE REVISION DRAWN CHKO. 2 1/2" MINIMUM EMBEDMENT DESCRIPTION BY BY p A (NO SPECIAL INSPECTION REQUIRED) -0 N 1 � p N \ I 3/86 0"HILTOI-KWIK BOLT IDEEP H 2R R aL 1/2" MINIMUM EMBEDMENT "B (NO SPECIAL INSPECTION) o DESIGN GROUP 0 d a d �� kmbdg.com ° \ ,% Wo d ° ° a ° i \ 1800 ROUTE 34.SUITE 209 w w d '' a 3 1/2" WALL.NJ 07719 (732)280-5623 u ( _ FOR ALL QUESTIONS,PLEASE CONTACT o; / _ d d C JASON R SEATO.PROJECT MANAGER zF / — dG d a a CONTRACTOR SHALL LEVEL g� TRANSMITTER USING ��v/ FACTORY INSTALLED Stephen A. Bray a LEVELING SCREWS PRIOR PROFESSIONAL ENGINEER w i TO ANCHORING EQUIPMENT r. `SHOFt �= 1 TRANSMITTER CABINET ANCHORING 2 ITRANSMITTER MOUNT 3 TRANSMITTER MOUNT �• ;, F Ss9 ,! A. 0 gw SCALE:NTS SCALE:NTS SCALE:NTS �► y z 0zz _ �n�_s_ P A a -% r.0.--.7770 a� Fo e • w m -.t �:'f ft9 � a S r �1ri.�-� L• oa a MA LICENSE:47770 1/6/10 w= EQUIPMENT FRAME. VERIFY a as I I WITH MANUFACTURED (4) M6x35 BOLTS 1 1/2" PIPE UNION o I I FASTENER LOCATIONS ��O y HOSE CLAMP 1 1/2" STAINLESS 8 —\ STEEL PIPE WITH c m I I EXISTING CONCRETE SLAB RHODE & SCHWARZ FEMALE THREADS (OR TV `g N w j 73 .9 LOW DIFFUSION HOSE TRANSMITTER/PUMP 2 m UNIT) live mobile tv ------ e Z —————————— ————————— PROJECT NUMBER: I ] I 316.0067 ——————————— — e rr — —-------- -- ------- SITE INFORMATION: % o J / 1731 SERVICE ROAD 5 z� I, BARNRNSTABLE, MA 02668 0 �= HOSE CLAMPS TO BE � 16 PROVIDE HEMP PACKING BARNSTABLE COUNTY Ho 3/8"0 "HILTI" KWIK—BOLT II 2 1/2" AND GREASE AROUND ow EMBEDMENT INTO 3/8"0 HOLE x 2 PLACED OVER SLOT IN MALE THREADS OF PIPE CAPE COD MA-001C a 7/8" DEEP ICBO #5177 PIPE UNION PRIOR TO UNION PRIOR TO Z <LL (NO SPECIAL INSPECTION REQUIRED) TIGHTENING CONNECTING PIPE DESIGN TYPE: g Z CO-LOCATION F.s NOTES NOTES` DRAWN BY: CHECKED BY: DATE: u JLS 7-27-09 so 1. CONTRACTOR TO VERIFY SLAB THICKNESS PRIOR TO INSTALLATION AND SHALL 1. REFER TO RHODE AND SCHWARZ ASSEMBLY AND 8 CONTACT ENGINEER IF SLAB THICKNESS IS LESS THAN 4". INSTALLATION MANUAL FOR MORE DETAILED INSTRUCTIONS. SHEET TITLE: Uk EQUIPMENT g 8 DETAILS o " SHEET NUMBER: REV.: r) 0 m f ao Q r "p 4 PUMP RACK FASTENER 5 COOLANT HOSE CONNECTION , `-5 v 0o SCALE:NTS SCALE:NTS Al I VALMONT GRIPSTRUT 2 FOR LMR COAX Al I OR EQUAL Q AAA SUPPORT 4 FOR UHF FLEX COAX I I ALB SUPPORT Q L2x2x3/16�I� ----- RF OSUED FOR 2'-0" 10'-0" 1V-0" -0Y-09 CONSTRUCTION CCR JAB MAX MAX OVERHANG MAX ISSUED FOR Z Q &t]lq C ONSTRUCTON JLS JRB X NI— ¢ laX Q ]JIQ9 BUBMISSON I- JRB p REV. DATE REVISION DRAWN CHKD. O DESCRIPTION BY BY 3 1/2" 0.0. Oj GALVANIZED PIPE 04 (VALMONT OR o EQUIVALENT) N B _ 24" WIDE "GRIP STRUT" wK ' (VALMONT OR EQUIVALENT) DESIGN GROUP 00 — $y L2x2x3/16 kmbdg.cOM do a O 1800 ROUTE 34•SUITE 209 WALL NJ 07719 `; /�//.`,' FOR ALL QUESTIONS,PLEASE CONTACT o w JASON R BEATO.PROJECT MANAGER DRILLED PIER FOUNDATION WITH a o (4) #5 BARS & #3 ja TIES 012" D.C. Stephen A. Bray PRO_FESSIONA4 ENGINEER uw •S ju.l,rf'A . Z> Ss4 a 1 ICE BRIDGE LAYOUT-SECTION 2 ICE BRIDGE LAYOUT-PLAN s'Jo jSTEP �H f PLAY low, SCALE:NTS SCALE:NTS , W yU s ....._�_.:..._.�...._....__..._........_...... ........._...._. oz W. s SEE NOTE 2 _I ya 4 a a / 6" CONCRETE PAD MA LICENSE:47770 1/6/10 WITH WWF 6x6-8/8, w z 5000 PSI CONCRETE aOSLOPE TO SUIT SOIL CONDITION Ij y a F / i ��� \ IN ACCORDANCE WITH LOCAL CHAMFER (TYP ® ��O X. �/ REGULATIONS ALL SIDES) J J \O¢ Y / ^—' . �BACKFILL i" (TYP) uJ a ¢ ¢ 3 Z a // / / _J a TV Ei �O � M Ob ��\ 'FUTILITY WARNING TAPE r W // ' live mobile tv SAND BEDDING • • • • • • I PROJECT NUMBER: 316.0067 °N 6'POWER, TELCO, OR COAX �i/// / \\/\\ \�� I SITE INFORMATION: i CONDUIT J MIN 1731 SERVICE ROAD �I o ° BARNSTABLE, MA 02668 20 y° BARNSTABLE COUNTY zz a0 NOTES: 4" CRUSHED STONE CAPE COD MA-001C z a� x DESIGN TYPE: S 0 1. DETAIL SHOWN IS FOR ONE CONDUIT. MULTIPLE CONDUITS CAN BE PLACED IN THE COMPACTED CO-LOCATION w o SAME TRENCH AS LONG AS A MINIMUM SEPARATION PER THE LOCAL UTILITY SUB—BASE COMPANIES IS MAINTAINED. IN ALL CASES THE MINIMUM CENTER TO CENTER SPACING DRAWN BY: cHECKEDev: DATE: <= BETWEEN CONDUITS IS 1'-0" (NOT REQUIRED FOR COAX). JLS 7-27-09 riw SHEET TITLE: �a 2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER �z SEEDING OR SODDING GRASS AREAS, OR REPLACING ASPHALT OR CONCRETE AREAS TO CABLE&CONDUIT 8 ITS ORIGINAL CROSS SECTION. ROUTING DETAILS w 0 M SHEET NUMBER: REV.: ix pN f o ,Q 3 TYPICAL UTILITY TRENCH DETAIL 4 CONCRETE PAD , 1-6 Y 0o SCALE:NTS SCALE:NTS GPS ANTENNA KU ANTENNA TYPE F CONNECTOR /TYPE N MALE CONNECTOR �(EZ-300-FMH-75) / TO KU ANTENNA (EZ-400-NMH) TO GPS ANTENNA u Q u PROVIDE WEATHER PROOFING PROVIDE WEATHER PROOFING BLUE BANDING KU #1, TYP Q INSTALLATION NOTES: BLUE-BLUE BANDING KU #2, TYP 1. CONTRACTOR SHALL USE TIMES F FNEMA 3R JUNCTION BOX MICROWAVE TK-400EZ TOOL KIT RED BANDING GPS #1, TYP FOR ALL LMR COAX TERMINATIONS. RED-RED BANDING GPS #2, TYP Q TOOL KIT INCLUDES CUTTING TOOL, PREP TOOL, DEBUR TOOL, AND TYPE F FEMALE TO TYPE F Q FEMALE ADAPTER CRIMPING TOOL. LMR-400 IN CONDUIT / Q 102� c WRUCMN uR JRB ,-, #10 AWG BONDED TO [GROUND LUG Q •„a, UEDFOR" Ins JRB KU BAND ANTENNA Q �a,aa '"'�^`RUCM s JRB FEED HORN E sUam,ssoN REV. DATE REVISION 1 CAP SCREWS DRAYYN CHKD. #10 AWG BONDED DIRECTLY TO DESCRIPTION BY BY KU LNB GROUND RING 1 LMR GROUND KIT, #6 STRANDED GROUND LUG ffi F-TYPE p `COPPER TO EXTERIOR GROUND RING TYPE F MALE CONNECTOR CONNECTION ct (EZ-300-FHM-75) " a s w 1 LMR-300-75 IN CONDUIT 0 TYPE N MALE CONNECTOR o DESIGN GROUP J O y (EZ-400—NMH) kmbdg.com zw n X LU ya � TYPE N MALE CONNECTOR 18DO ROUTE 34.SUITE 209 � HYPERLINK AL-NFNFB-9 SURGE O (EZ-300-FMH-75 I J) �7A3LL 2 J 0 239 m= SUPPRESSOR DIRECT CONNECTED TO GROUND BAR n FOR ALL QUESTIONS.PLEASE CONTACT i Z JASON R BEATO-PROJECT MANAGER o° TYPE N MALE CONNECTOR POLYPHASER KU SURGE SUPPRESSOR DIRECT CONNECTED �a (EZ-400-NMH) I r TO GROUND BAR Stephen A. Bray 3" MINIMUM PROFESSIONAL ENGINEER OT BEND RADIUS u TYPE N MALE CONNECTOR •. +�s'r,al ., ' (EZ-300—FMH-75) LMR-300-75 COAX LMR-400 IN CONDUIT m \� HUNG FROM O xy SUPPORT ARM '._ r, � ;�r^�'('! A. yG w, INSULATED COAX HANGER C u,a o Z AT 12" O.C. FIELD DRILL LMR-300-75 IN CONDUIT _.._...__Is.��..l.__ v <L_.._.. ___._.___....__...__..._. w o SUPPORT ARM FOR 00.-1771 BOLTED CONNECTION w • '�, �ISTFp' �a`v ¢� wLL TYPE N MALE CONNECTOR �NN k-g�j 5; �(EZ-400-NMH) _ �N:,L N << n TO TOP OF TRANSMITTER TYPE F CONNECTOR .hTMT c 0, TRANSMITTER �(EZ-300—FMH-75) MA LICENSE:47770 1!6/10 wa ww CONTROL PANEL n TO TOP OF MFTS RECEIVER a a o MFTS RECEIVER 4 y FLO TV 1 LMR CONNECTION AT KU ANTENNA 2 GPS COAX SCHEMATIC 3 KU ANTENNA COAX SCHEMATIC 1.2 Q i- SCALE:NTS SCALE:NTS SCALE:NTS s n 0 live mobile tv o sz ICE BRIDGE, GRIP STRUT C. CONCRETE, BLOCK, PROJECT NUMBER: OR STUD WALL ANCHOR SHALL BE AS FOLLOWS:. 316.0067 OR STEEL GRATING CAULK AND FOAM BACKER ROD ALL SITE INFORMATION: �- AROUND BOTH FACES OF WALL (TYP) CONCRETE OR BLOCK: S g GALVANIZED J-BOLT EACH END 1/2" EXPANSION ANCHOR 1731 SERVICE ROAD 5 0. OF UNISTRUT (OR EQUAL) ? a STUD WALL: BARNSTABLE, MA 02668 0 2° V/z I I 1/2".uNlsrRur SCREW BARNSTABLE COUNTY 'U-y0 TYPICAL LMR COAX IN I I ® 12" LONG, HOT-DIP GALVANIZED CAPE COD MA-001C o m _ CONDUIT (DIAMETER VARIES) I I Z Z UNISTRUT P1000T ® 36" O.C. ¢x II I I I DESIGN TYPE: � HLL T ---------------- II CO-LOCATION ez ----------------- l ® I ———— ------ i6 ---LMR COAX IN CONDUIT DRAWN BY: CHECKED BY: GATE: u ¢= Poo/ J LS 7-27-09 $ a • CORE DRILL FOR (ONE COAX PER CONDUIT) SHEET TITLE: �w � P1000T GALVANIZED CONDUIT PENETRATION CABLING g � LMR COAX IN CONDUIT SG UNISTRUT ® 48" O.C. CONCRETE, BLOCK, NOTES: DETAILS h �= UNISTRUT SERIES 3400 OR STUD WALL 1. FOR CEILING APPLICATIONS, UNISTRUT o GALVANIZED CONDUIT o MAY BE ATTACHED TO BEAMS, JOISTS SHEET NUMBER: REV.: c S g:= CLAMPS AT 48" O.C. OR DIRECTLY TO CEILING MATERIAL. Ou S� f 6A A- x 4 TYPICAL COAX SUPPORT AT ICE BRIDGE 5 LMR COAX WALL PENETRATION 6 WALL/CEILING SUPPORTED CONDUIT � SCALE:NTS 0o SCALE:NTS SCALE:NTS Al Al 0 CONCRETE BLOCK Q OR STUD WALL VALMONT ENTRY PORT Q TYPICAL DEHYDRATOR (PART /B1448 OR FLEXLINE TO PRESSURE GAUGE APPROVED EQUAL) Q UHF ANTENNA COAX BOOT (SIZED PER RE SSUED FOR POLYETHYLENE TUBING N COAX DIAMETER) Q �� CONSTRUCTION CCR JRS PROVIDE GAS STOP PER TO DEHYDRATOR 1 5/8" EIA FLANGE — ---- Q BB ns JRB COAX MANUFACTURERS ____ ssuEowR RECOMMENDATIONS CONNECTORS (GAS B CONSTRUCT ON (DIELECTRIC PART #375-005) ! PASS CONNECTOR) "'T"`,Jt-09 SUBMISSION JLS JRB (NP) REVISION DRAWN CHKD. \ DEHYDRATOR ELEMENT-\ ————————— REV. DATE DESCRIPTION By By SHUT—OFF VALVE ffi 3 1/8" RF FILTER UHF COAX (DIAMETER VARIES) OUTPUT TYPICAL COAX TO RF FILTER —/ KMB <� SAWCUT WALL AS REQUIRED \�(4) 1/2" WALL ANCHORS C Z w9 DESIGN GROUP N kmbdg.com =w w° i 1800 ROUTE 34,SUITE 209 w WALL.NJ 07719 o w (732)280-5623 j FOR ALL QUESTIONS,PLEASE CONTACT g= JASON R BEATO-PROJECT MANAGER wr aO o� a a 1 COAX CONNECTION AT RF FILTER 2 COAX CONNECTION AT UHF ANTENNA 3 FLEXIBLE COAX WALL PENETRATION Stephen A. Bray aQ 0w SCALE:NTS SCALE:NTS SCALE:NTS PROFESSIONAL ENGINEER ° ,•c 2 `T1 3Tjt' -.. 0. .7TT�J ,, �' s° `t`` C��S i c �i� ww � a MA LICENSE:47770 ~ 1/6/10 HC, wi ~ 0 o ICE BRIDGE, GRIP STRUT 02 o z OR STEEL GRATING �N 16 �a GALVANIZED J—BOLT EACH ENO FLO TV E OF UNISTRUT (OR EQUAL) Z< live mobile tv �g 1 PROJECT NUMBER: s w I 316.0067 gad VJI--------------- SITE INFORMATION: % 1731 SERVICE ROAD 5 BARNSTABLE, MA 02668 N° BARNSTABLE COUNTY y' UHF FLEXLINE COAX P1000T GALVANIZED w�+ 0o UNISTRUT 048" D.C. CAPE COD MA-001C <m y LL DESIGN TYPE: Z o Z SNAP IN COAX HANGER CO-LOCATION w° ® a$" O.C. DRAWN BY: CHECKED BY: DATE: U J LS 7-27-09 ¢o f w a SHEET TITLE: w _ CABLING 8 — DETAILS o W SHEET NUMBER: REV.: z� ss N O W A-6B 5� 4 TYPICAL COAX SUPPORT AT ICE BRIDGE Y T 0o SCALE:NTS 0 GATE POST ROADWAY DIAGONAL ROD Q SINGLE OR DOUBLE SWING GATE WITH STEEL TOP TENSION TURNBUCKLE WIRE WIDTH ACCORDING TO PLANS CORNER, GATE. END OR PULL rt Q BRACING AT� RAIL GATE RE'sSUE0 FOR I I ' Q I1-02d9 CONWRUCTON CCR JRB x=vx�xV.!xxxyu' �u� vv �_l��v.�v rux ISSUEDFOR pp IK TOP BRACE RAIL Z ION D CONSTRUCT, .—• J y' � ( I 61T-09 JlS JRB • � M .� r I j! I I, I � GATE FRAME j (I•, \ TOP RAIL m J Q 'd1�' soaNi.IiISSIDN AS JRB STRETCHER I STRETCHER BAR Q a REVISION DRAWN CHKD. BAR U' b111�[ PROVIDE BOTTOM jI w w GATE FRAME II DIAGONAL ROD WITH II• j Y w REV. DATE DESCRIPTION BY BY I INTERMEDIATE TENSION cn EXTERIOR FACILIT( SIDE STEEL TURNBUCKLE Z RAILS FOR GATE WIRE �I [I Ili OVER 20' TOTAL SIDE (� z i 1 III WIDTH BOTTOM TENSION j UNE POST a �, WIRE p Z \xj. _ w ° IFORK' LATCH �j . .... I FINISH GRADE OR II VGROUNDI I/��� � �— � �� J� � WITH LOCK .�CX\, i 11 z GRADE� x"x iuuYUY �i u�Vdllrx ✓ vGRAUE ✓u —i�/v i�✓v�-`�w�i �vv� o� �— /i./i./��//�\//��//�/� \\j,\�\ ,III;:./\\j\�\ t 1 2" MAX /�\\�� � 'n /\//��/ dd$$II ., / ,�\ \ \, ,�\,� DESIGN GROUP o CLEARANCE FROM GRADE o kmbdg.com TYPICAL '' do t7 i7 :. ELEVATION LINE POST a 1800 ROUTE 34,MITE 209 Do ::I. '•::d' WALL NJ 07719 m FOOTING (732)280-5623 of FOOTING FOR ALL QUESTIONS.PLEASE CONTACT g JASON R BEATO-PROJECT MANAGER w rcu <O a> 'o Stephen A. Bray wP.ROFESSIONAG E.GINEER 1 TYPICAL FENCE &GATE DETAIL 2 TYPICAL FENCE DETAIL 3 TYPICAL FENCE & CORNER POST DETAIL = Cj' ST pH01 A. yG� y Y a o 11 x1 7 SCALE:1/4"=1'-0" 24x36 SCALE:1/2"=1'-0" 11x17 SCALE:1/4"=1'-0" 24x36 SCALE:1/2"=1'-0" 11x17 SCALE:1/4"=1'-0" 24x36 SCALE:1/2"=1'-0" � oz 00 WU N w o i MA LICENSE:47770 116110 CHAIN LINK FENCING NOTES: 6"0 GALVANIZED w w STEEL PIPE FILLED ox 1. INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM WITH CONCRETE & WIDTH AS SHOWN ao F-900. GATE POST, CORNER, TERMINAL, OR PULL POST 2-1/2" PAINTED TRAFFIC AGGREGATE PER STATE ON PLAN (j ROAD OR a z o SCHEDULE 40 FOR GATE WIDTH UP THROUGH 6' OR 12' FOR YELLOW DOT SPECIFICATIONS PAVE AREA FAO T / w 13 DOUBLE—SWING GATES PER ASTM—F7083. DEPTH AS REQUIRED ' V 2. LINE POST: 2" SCHEDULE 40 PIPE PER ASTM—F1083. CROWN OR =p 3. GATE FRAME: 1-1/2"0 SCHEDULE 40 PIPE PER ASTM—FlO83. ROUGH GRADE SPOT EL. Zp z 4. TOP AND BRACE RAILS: 1-1/2"0 SCHEDULE 40 PIPE PER b ASTM—F1083. 2% 2% live mobile tV 5. FABRIC: 12 GAGE CORE WIRE SIZE 2" MESH, CONFORMING TO FILL PER THIS DETAIL CUT p= ASTM—A392. AND SITEWORK PROJECT NUMBER: W y CONCRETE PIER SPECIFICATIONS / 316.0067 16 6. TIE WIRE: MINIMUM 11 GAGE GALVANIZED STEEL AT POSTS AND o J RAILS BY A SINGLE WRAP OF FABRIC TIE AND AT TENSIONWIRE SITE INFORMATION: S BY HOG RINGS SPACED AT 24" INTERVALS MAXIMUM. t �N _ i• 1731 SERVICE ROAD 0� 7. TENSION WIRE: 7 GAGE GALVANIZED STEEL. GRADE t 1 BARNSTABLE, MA 02668 8. GATE LATCH: DROP DOWN LOCKABLE FORKLATCH AND LOCK. 4 BARNSTABLE COUNTY A u /\/\/\/ 9. SEE SITE PLAN AND FENCE DETAILS FOR FENCE HEIGHT �\ \\ \\ a.' . //\//C//�/ o w DIMENSION. \/\ �� GEOTEXTILE MIRAFl EXISTING GRADE 500X OR EQUAL CAPE COD MA-ODIC <x '\—SCARIFY AND COMPACT DESIGN TYPE: SC o z o TOP 6" OF EXISTING GRADE CO-LOCATION c S NOTE: DRAWN BY: CHECKED BY: DATE: c ao BENCHING REQUIRED IF NATURAL JLS 7-27-09 SLOPE IS STEEPER THAN 4:1 SHEET TITLE: �w� SITE � DETAILS T -L 6 u,o ( 1'-6" I SHEET NUMBER: REV.: o F 7 4 CHAIN LINK FENCE NOTES 5 BOLLARD DETAIL 6 ACCESS DRIVE A_ x O11x17 SCALE:3/8"=1'-0" 24x36 SCALE:3/4"=1.-0.. SCALE:NTS J i ELECTRICAL NOTES: ELECTRICAL NOTES CONTINUED: A - GENERAL E - ALARM Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION B13. PHASING OF UNGROUNDED CONDUCTORS SHALL BE CONSISTENT & MARKED/IDENTIFIED El. ALL ALARM WIRING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACCEPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. WITH PHASING TAPE OR OTHER APPROVED MEANS PER NEC 220.5 THROUGHOUT ALL NATIONAL ELECTRIC CODE AND LOCAL ORDINANCE, Q SERVICE ENTRANCE, FEEDERS & BRANCH CIRCUITS AT THE POINT OF ORIGINATION OF A2. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L.LISTED AND APPROVED. THAT VOLTAGE SYSTEM (TRANSFORMER) & THE POINT OF TERMINATION AS FOLLOWS: E2. CONTRACTOR TO PROVIDE ALL HARDWARE, MATERIAL, AND LABOR REQUIRED FOR I Q ABC, 123, TOP TO BOTTOM, & LEFT TO RIGHT. SYSTEMS OF DIFFERING VOLTAGES NSTALLATION OF USER CONTACT ALARMS. A3. ELECTRICAL TRADE SHALL COORDINATE ALL INSTALLATIONS WITH OTHER TRADES. SHALL NOT HAVE THE SAME MARKING/IDENTIFICATION SYSTEM. Q TRANSMITTING EQUIPMENT, RF CABLING, COOLING EQUIPMENT & HOSING SHALL HAVE E3. ALL ALARM WIRES SHALL BE LABELED AT END DENOTING THE ALARM DEVICE. PRIORITY OF INSTALLATION SPACE. ELECTRICAL CONTRACTOR SHALL COORDINATE 814. PHENOLIC LABELS SHALL BE PROVIDED & INSTALLED BY THE ELECTRICAL CONTRACTOR Q INSTALLATION OF EQUIPMENT & RACEWAYS WITH RF EQUIPMENT/CABLING CONTRACTOR. TO IDENTIFY ALL ELECTRICAL EQUIPMENT & ENCLOSURES THAT ARE PART OF THE E4. TERMINATION OF ALARM WIRES AT KRONE ALARM PANEL WILL BE MADE BY OWNER. ELECTRICAL DISTRIBUTION SYSTEM. THESE ITEMS SHALL INCLUDE: PANELBOARDS, PROVIDE SUFFICIENT EXCESS WIRE FOR FUTURE CONNECTION, BY OWNER, TO KRONE Q RE"ISSUED FOR A4. ELECTRICAL CONTRACTOR SHALL NOT SUBSTITUTE ALTERNATE ITEMS FOR THOSE TRANSFORMERS, DISCONNECTS (SWITCHED, FUSIBLE, & CIRCUIT BREAKER), ELECTRICAL ALARM PANEL. 1-0=`° CONSTRUCTION CCR "80 SPECIFIED IN NOTES AND/OR DRAWINGS. IF AN "OR EQUAL" IS PRESENTED AS AN APPARATUS USED FOR THE PURPOSE OF POWER QUALITY & MONITORING, PHASE ISSUED FOR OPTION IN THE NOTES OR DRAWINGS, CONTRACTOR SHALL SUBMIT TO THE ENGINEER IN CONVERTERS, TVSS UNITS, SURGE ARRESTORS, JUNCTION BOXES, & ALL OTHER E5. ALL ALARM WIRES SHALL BE #22 AWG INSULATED COPPER WIRE, UNLESS NOTED Q °1TaB CONSTRUCTION "a WRITING, THE REQUESTED CHANGE. THE ENGINEER MAY, AT ENGINEER'S DISGRESSION, EQUIPMENT THAT IS A PART OF THE ELECTRICAL DISTRIBUTION SYSTEM AT THE OTHERWISE. Q A TJ1-0S SUBMISSION MIWJR VBG APPROVE THE REQUESTED CHANGE. INSTALLATION. E6. PROVIDE (2) #22 AWG INSULATED COPPER WIRE TO TVSS DRY CONTACT ALARM A5. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND B15. PHENOLIC LABELS, SHALL BE USED TO IDENTIFY THE VOLTAGE SYSTEM & PHASE OUTPUT. REV. DATE REVISION DRAWN CHKD. DESCRIPTION BV 0Y SCHEDULE INSPECTIONS. IDENTIFICATION MEANS AT ALL PANELBOARDS & AT THE FIRST DISCONNECT OF EVERY SEPARATELY DERIVED SYSTEM. E7. PROVIDE (2) #22 AWG INSULATED COPPER WIRE TO MAGNETIC DOOR CONTACTS WIRED A6. ELECTRICAL CONTRACTOR SHALL COORDINATE FOR ELECTRICAL SERVICE REQUIREMENTS, NORMALLY CLOSED. UPON OPENING OF DOOR, CONTACTS OPEN, SENDING ALARM. ffi SERVICE ROUTING, AND METER SOCKET TYPE AS INDICATED ON SITE INFORMATION 816. PHENOLIC LABELS SHALL HAVE WHITE LETTERS 3/4" TALL ON A BLACK BACKGROUND. MAGNETIC DOOR CONTACTS SHALL BE INSTALLED ON DOOR OR GATE TO MEDIAFLO SHEET. IT SHALL BE ACCEPTABLE FOR INDOOR EQUIPMENT TO UTILIZE ADHESIVE TAPE AS EQUIPMENT ROOM.9F THE SOLE MEANS OF CONNECTING THE LABELS TO EQUIPMENT. OUTDOOR EQUIPMENT 1lIIIllWB 1 A7. ELECTRICAL CONTRACTOR SHALL COORDINATE SERVICE ROUTING WITH TELEPHONE (EXPOSED TO WEATHER) SHALL REQUIRE THE USE OF MECHANICAL CONNECTION THAT E8. PROVIDE (2) #22 AWG INSULATED COPPER WIRE TO HVAC FAILURE ALARM CONTACT ON B:z COMPANY AS INDICATED ON SITE INFORMATION SHEET. DOES NOT INTERFERE WITH THE NEMA RATING OF THE ENCLOSURE. HVAC PANELS. 00 E9. ALL SPACE AND BUILDING INTRUSION ALARMS SHALL 8E DAISY CHAINED TOGETHER AND DESIGN GROUP A8. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THESE DRAWINGS, AND ALL ITEMS 617. PHENOLIC LABELS SHALL BE PLACED ON PANELBOARDS INDICATING LOCATION WITHIN CONNECTED TO THE RJ45 DOOR 2 SENSOR POSITION. ALL WIRES SHALL BE RUN TO kmbdg.com �w INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL. ELECTRICAL DISTRIBUTION SYSTEM THEY ARE BEING FED FROM. do MFTS AND DAISY CHAINED TO ALLOW FOR FUTURE ADDITIONAL INSTALLATIONS. �a B - POWER CABLE AND SERVICE B18. TVSS UNITS SHALL BE CONNECTED TO THE EQUIPMENT THEY ARE PROTECTING BY IBOO ROUTE 34•SUITE 209 ow MEANS OF A CLOSE NIPPLE DIRECTLY ADJACENT TO THE CIRCUIT BREAKER THAT wALLNlonl9 61. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO RADIO EQUIPMENT AND VERIFY FEEDS THEM. WIRES FROM THE CIRCUIT BREAKER TO THE TVSS UNIT SHALL BE RUN F - CONCERNS & LIMITATIONS UES O S623 zF STRAIGHT WITHOUT BENDS OR KINKS. IF FOR ANY REASON IT IS NOT POSSIBLE TO PAROLE BEATIONS.PLECT CONTACT EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED fASONRBEATO-PROIECi MANAGER SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI, NEMA, AND UL. CLOSE NIPPLE THE TVSS TO THE EQUIPMENT IT IS PROTECTING, CONTRACTOR SHALL F1. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY UPON DISCOVERY OF A PROBLEM RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH NOTIFY THE ENGINEER & ASK FOR DIRECTION BEFORE PROCEEDING WITH THE OR CONFLICT. CONTRACTOR SHALL PROMPTLY IDENTIFY ONE OR MORE y� Rye <000 APPLICABLE REQUIREMENTS OF THE N.E.C. INSTALLATION. PROPOSED SOLUTIONS BUT SHALL NOT PROCEED UNTIL SO AUTHORIZED. Stephen eph�p.+ll A. Ll ay WB19. WHERE TRANSFORMERS ARE REQUIRED, TRANSFORMER SECONDARY SHALL BE GROUNDED F2. COORDINATE ALL DISCONNECTIONS AND INTERRUPTIONS OF ELECTRICAL SERVICE 82. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, PER N.E.C., ARTICLE 250.30. AND GROUNDING WITH THE OWNER. A SCHEDULE OF INTERRUPTIONS AND PROFESSIONAL ENGINEER uw FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION SHUTDOWNS SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE .> AND MAINTAIN FIRE RATING. v SCHEDULE OF INTERRUPTIONS SHALL BE SUBMITTED TO THE OWNER A MINIMUM OF m� 83. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOFTOP OR SLAB) SHALL BE C - DEVICES TWO WEEKS PRIOR TO ANY ANTICIPATED INTERRUPTION OF SERVICE AND SHALL BE Cw' APPROVED BY THE OWNER BEFORE ANY INTERRUPTION IS PERMITTED. INSTALLED IN RIGID CONDUIT (RGS) SUPPORTED ON SLEEPERS. oZ w 84. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE Cl. ALL SWITCH AND RECEPTACLE COVER PLATES SHALL BE LABELED WITH POWER PANEL �1+ SUPPORTED (PER 2005 N.E.C. ARTICLE 300) USING KELLUMS GRIPS OR ACCEPTABLE ID AND CIRCUIT NUMBER SERVING THAT DEVICE. ALL POWER PANELS SHALL HAVE ag EACH CIRCUIT ID'S. ALL LABELING SHALL BE TYPE WRITTEN. HANDWRITTEN LABELS G - SYMBOLS EQUAL CABLE SUPPORT SYSTEM. ARE NOT ACCEPTABLE. ww 85. WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM AN EXISTING DISTRIBUTION PHASE IDENTIFICATION IDENTIFIER DESCRIPTION a� SYSTEM, THE FOLLOWING SHALL APPLY: C2. ALL DEVICES (RECEPTACLES & SWITCHES) SHALL BE WHITE "SPEC GRADE" BACK & .0 SIDE WIRED WITH 20 AMP RATING. 480/277 VOLT 30 120/208 VOLT 30 Ny A.) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE THE SAME INTERRUPTING C3. RECEPTACLES WITHIN THE MFTS RACK AND GENERATOR SHALL BE NON-GFCI V11 RECEPTACLE o RATING ASE EQUIPMENT SUPPLYING IT. RECEPTACLES ONLY. PHASE A: BROWN PHASE A: BLOCK MA LICENSE:47770 1/6/10oz C .no B. PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE PHASE B: ORANGE PHASE 8: RED C4. ALL INDOOR DEVICE COVERS SHALL BE STAINLESS STEEL OR GALVANIZED. NEW UTILITY POLE LOCATED IN EXISTING PANEL. PHASE C: YELLOW PHASE C: BLUE .0 C5. ALL OUTDOOR RECEPTACLES SHALL BE OF THE GFCI TYPE & EMPLOY A W Oz 86. ALL POWER & BRANCH CIRCUIT WIRING SHALL BE STRANDED COPPER, TYPE THHN/THWN WEATHERPROOF-WHILE-IN-USE COVER. NEUTRAL: GREY NEUTRAL: WHITE EXISTING UTILITY POLE & 75 C RATED MINIMUM. GROUND: GREEN GROUND: GREEB16 �LO7TV] C6. ALL OUTDOOR SWITCHES SHALL EMPLOY A WEATHERPROOF SWITCH PLATE. MASTER GROUND BAR yZ 87. GROUNDING ELECTRODE CONDUCTORS (GEC) #2 AWG & SMALLER SHALL BE SOLID BARE 120/240 VOLT 10 20 SOFT DRAWN COPPER CONFORMING TO ASTM B-3, GEC'S LARGER THAN #2 AWG SHALL t2 yLL BE STRANDED SOFT DRAWN COPPER CONFORMING TO ASTM B-3. D - TELCO PHASE A: BLACK m INSULATED GROUND BAR live mobile tv PHASE 8: RED 8 �5 B8. EQUIPMENT GROUNDING CONDUCTORS (EGC'S) SHALL BE AT MINIMUM COPPER STRANDED o UINSULATED GROUND BAR PROJECT NUMBER NEURAL: WHITE $ wN #14 AWG & LARGER AS REQUIRED PER NEC. EGC'S #6 AWG & LARGER SHALL BE D1, T1 AND POTS LINES SHALL BE RUN FROM LOCAL TELCO DEMARCATION POINT TO 316.0067 = STRANDED COPPER & MARKED PER NEC250.119. MFTS RACK. GROUND: GREEN SITE INFORMATION: O 1' X 4' FLUORESCENT FIXTURE02 1731 SERVICE ROAD S "J B9. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NEC. D2. T1 CABLING SHALL BE 4-PAIR CAT 5 WIRE TERMINATED IN A BISCUIT WITH AN io RJ-45 CONNECTION IN THE BACK OF THE MFTS RACK. SAFETY SWITCH BARNSTABLE, MA 02668 810. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT AS FOLLOWS: BARNSTABLE COUNTY u� D3. POTS CABLING SHALL BE 4-PAIR CAT 5 WIRE TERMINATED IN A BISCUIT WITH AN 0o A.) EXTERIOR APPLICATIONS: GALVANIZED RIGID STEEL CONDUIT. RJ-11 CONNECTION IN THE BACK OF THE MFTS RACK. o PANEL BOARD CAPE COD MA-001C 0m B <y B.) UNDERGROUND APPLICATIONS: PVC CONDUIT. D4. ALL EXTERIOR TELCO LINES SHALL BE INSTALLED IN 2" RIGID STEEL GALVANIZED D-- ELECTRICAL WIRING (TURNING UP) DESIGN TYPE: Is .0 CONDUIT AND ALL INTERIOR TELCO LINES SHALL BE INSTALLED IN 3/4" CONDUIT CO-LOCATION oz �°�� C.) INTERIOR APPLICATIONS: EMT CONDUIT. OR CABLE TRAY. O_ ELECTRICAL WIRING (TURNING DOWN) DRAWN BY: CHECKED BY: DATE: t� Qo D5. CONTRACTOR RESPONSIBLE FOR INSTALLING TELCO DEMARCATION IF EXISTING IS NOT MLWJR 7-27-09 $ D.) FLEXIBLE CONDUIT SHALL NOT BE USED. AVAILABLE. WHEN NEW TELCO DEMARCATION IS REQUIRED, 26"x24"x8" NEMA 3R SHEET TITLE: ELECTRIC METER 811. TRANSFORMER GROUNDING OF SEPARATELY DERIVED SYSTEMS SHALL COMPLY WITH TELCO BOX SHALL BE INSTALLED ON SIDE OF PROPOSED SHELTER, ON NEW GENERAL $k ARTICLE 250.30 OF THE NEC. IT IS ACCEPTABLE TO HAVE THE GROUNDING ELECTRODE H-FRAME, OR AS OTHERWISE REQUIRED BY LOCAL UTILITY. BOX SHALL BE I Contractor is required to contact and meet with the utility e9 p CONDUCTOR (GEC) ORIGINATE AT THE CENTER TAP OF THE TRANSFORMER OR IN THE NSTALLED WITH 3/4" PLYWOOD BACKER PLATE AND GROUND BAR, companies prior to starting construction. This is necessary INFORMATION = FIRST DISCONNECT FOLLOWING THE TRANSFORMER. IF THE SYSTEM IS GROUNDED WITHIN to verify that following utility points have remained S THE FIRST DISCONNECT AFTER THE TRANSFORMER, THE SYSTEM BONDING JUMPER FROM 06. CONTRACTOR RESPONSIBLE FOR INSTALLING Tl SURGE SUPPRESSOR (TRANSTECTOR consistent with the contract documents: o SHEET NUMBER: REV.: i$ THE TRANSFORMER TO THE GROUNDING BUS WITHIN THE PANEL BOARD MUST BE USED TSJ-48-CLT) AND POTS SURGE SUPPRESSOR (TRANSTECTOR TSJ-6A-CLT) IN • Telephone demarcation point AS AN EQUIPMENT BONDING JUMPER & NOT CONNECTED TO THE CENTER TAP OF THE EXTERNAL TELCO BOX AND PROPERLY CONNECTING TO EXTERNAL SITE GROUND Electrical service tap point TRANSFORMER. RING. New utility meter location ow 4a B12, PER NEC 250,30, UTILIZE CLOSEST AVAILABLE GROUNDING ELECTRODE FOR SEPARATELY MedioFLO USA Confidential and Proprietary. x DERIVED SYSTEMS. May contain U.S. and international export controlled information. Copyright �O 2009 3 i MediaFLO USA, Inc., a Oualcomm company 00 Al ri hts reserved M,y SERVICE PLAN KEY NOTES: 0 1. Telco demarcation — Only demarc on site is in existing VZW shelter. TBD Q ---X __— X__— X—__—X —,� 2. Equipment shelter. �u I 3. FLO TV to tap single phase service from existing utility pole Q X i x i outside of tower compound — Pole #1410-9A. 4. Provide new 3" conduit with (6) #4/0 AWG. Install conduit ° " I` between utility pole # P1410-9A and meter. Conduit Q x l \ 1 distance is approx. 35'. 2 I IIII���IIII x 1 5. Provide new 3" conduit with (6) #4/0 AWG and #2 AWG FF E•2 I I u` I equip—grd. Install conduit between new utility meter, disconnect Q ftE.SSUEC FOR I I and shelter disconnect. Conduit distance is approx. 75'. 1-0$-09 CONSTRUCMN "" BO x1 `¢' I x I 6. Provide and install new 400A, 600V three phase utility Q IssueoJaft �..� J &'T� CONSTRUCMN "� approved by—pass meter socket. Provide grounding per NITa NEC. Q T71� SUBMISSION MLWJR VBG I 7• Provide and Install new 400A Square—D Q41_2400 circuit REV. DATE REVISION DRAWN CHKD. x LI—______\���— ———XJ \� breaker with NEMA-3R Square—D LA400S Enclosure. DESCRIPTION By By Utility Pole # P1410-9A 1 — 8. 400Afused disco three phase, NEMA shelter lockable IX x J �X --_Y_ \ fused—disconnect provided by shelter manufacturer. P I 9. Provide new 2" conduit with (2) 4 pair, CAT5E cables and B u drag line. Install conduit between telco demarc and x _ 4 x 3 Hoffman cabinet on shelter. Coil sufficent slack to reach 0 12 the MFTS cabinet. Conduit distance is approx. 60'. DESIGN GROUP 09 10. Hoffman telco equipment cabinet provided by shelter kmbd corn LL x I manufacturer. 8' do x a I 11. Provide new 3/4" conduit with 4 #10 AWG and 1 #10 AWG 1800 ROUTE 34,SUITE 209 ww equip—grd. Install conduit between ILC and the KU heaters. WALL NJ07719 o 1 Conduit distance is approx. 150'. (732)280.5623 1 x FOR ALL QUESTIONS PLEASE CONTACT i F x ASON R BEATO.PROJECT MANAGER 12. Install conduit in underground trench. 1 1 o a o� ;0 Stephen A. Bray yQ x X o' I PROFESSIONAL ENGINEER Y N 1 SERVICE PLAN -COMPOUND g o 11x17 SCALE:NONE 24x36 SCALE:NONE 1 o, < Y MA LICENSE:47770 1/6/10 ma 02 LLw � a e as o r �� Wv U4 o z _ 2 ELL:07TV) $ 'z ow o 0 rc 3 a \ t1 ?O z 1, — \ live mobile tv s =i \ PROJECT NUMBER: n W F G o i 7 316.0067 InnSITE INFORM g u ° INFORMATION: 1731 SERVICE ROAD g; ° 11 BARNSTABLE, MA 02668 Z Z 12 6 BARNSTABLE COUNTY 1 M ow 5 CAPE COD MA-001C a =m I — Q Z 5 1 DESIGN TYPE: �— --- I CO-LOCATION a or. 10 I \ \\ \ I DRAWN BY: CHECKED BY: DATE: U — X X X 1 M LWJ R 7-27-09 s 8 I GENERAL NOTES: a I —— — SHEET TITLE: 4 12 8G9 12 g E2 I 1. Verify all underground utilities prior to construction. g I M I x I SERVICE PLAN l`-------- 12 I 2. Verify with project manager on location of telco, power —11 —� II I service and route. —4c — J 12 I SHEET NUMBER: REV.: —__— N I 3. This service design has been approved by SMECO. s 1 4 I Contact Dave Clearwater at 240-528-9753. 510 0 4. See architectural drawings for conduit support details. C W 2 SERVICE PLAN -SHELTER 3 SERVICE PLAN -METER AND DISCONNECT L—2 Y 0 0 11x17 SCALE:NONE 24x36 SCALE:NONE 11x17 SCALE:NONE 24x36 SCALE:NONE EL• ECTRICAL LEGEND TRANSMITTER: NV8608V1 (5.2KW) Q SERVICE VOLTAGE: 120 / 240V Q (NOT ALL SYMBOLS USED) 400A SINGLE PHASE FUSIBLE DISCONNECT DISCONNECT SQUARE—D FACTORY INSTALLED ON SAFETY DISCONNECT SWITCH LA400S ENCLOSURE SHELTER. INSTALL (2) 04L2400 CIRCUIT BREAKER 400A CLASS R FUSES MANUAL TRANSFER SWITCH AND PROVIDE 2 SPARE Q FUSES. KILOWATT HOUR METER (6) #4/0 AWG, METER TO BE INSTALLED (1) #2 GND IN 0 TRANSFORMER PER LOCAL JURISDICTION 3" CONDUIT Q RE,ISSUEDFOR ccR vec + CONSTRUCTION /L CIRCUIT BREAKER 40OA/2 POLE KOHLER ATS ISSUED FOR 60KW 120/240 (1) PHASE 3 WIRE Q °''Taf CONSTRUCTION J� vBO KOHLER DIESEL GENERATOR NIT hL ( ) # / WITH 250A INTERNAL OVERCURRENT —Z GROUND 3 4 0 AWG, a T"'09 SUBMISSION MLWJR vac �(1) #4 GND IN PROTECTION LIGHT FIXTURE O / / / 3" CONDUIT ///��� TD REVISION DRAWN CHKD. ® M BOND REV. DATE DESCRIPTION BY BY baa BOND NEUTRAL TO GROUND \C Q LIGHT SWITCH � AT THIS LOCATION 1 o ® AC GENERATOR CONNECTOR EXISTING UTILITY I (6) #4/0 AWG, \ POLE J eoND (1) #2 GND IN (2) GENERATOR START UP # 12. (1) ® PHASE 120 1 3" CONDUIT BELDEN # , (1) COLEUS CABLE TO I�A` � 63 GFI DUPLEX RECEPTACLE PHASE 120/240V MFTS RACK, (1) COLEMAN # 96222 3�5 #1/0 SERVICE FAULT CABLE TO ALARM KRONE BLOCK Ei —P— POWER WIRING GROUND IN SHARED 1" CONDUIT w DESIGN GROUP ai —T— TELCO WIRING MFTS PANEL 400A, �N (1) 3" CONDUIT, ATS MODBUS CABLE 240V/120V kmbdg.com wa —G—GROUND WIRING (6) #4/0 AWG (1) BELDEN # 9841 TRANSTECTOR TO MFTS RACK, IN Y2" 1 101-602-152646 1 SDO ROUTE 34.SUITE 209 w w CONDUIT 42K AIC NV8608V1 WALL,NJ 07719 o1. —L— LMR CONDUIT 400A (SEE SHEET E-1) TRANSMITTER (732)280.5623 ROHDE & SCHWARZ FOR ALL QUESTIONS,PLEASE CONTACT MAIN MAIN FUSE JASON R BEATO-PROJECT MANAGER �_ rcLL —� #4 SECONDARY a o GROUND a> NEW EQUIPMENT 1P 20A 2P 175A 0 MFTS RACK RECEPTACLE #1 Stephen A. Bray �a �w -- . _..... EXISTING EQUIPMENT 1P 20A MFTS RACK RECEPTACLE #2 �—(3) #2/0 AWG Ox 1 P 20A (1) #6 GND R&S SUPPLIED PROFESSIONAL ENGINEER _ ABBREVIATIONS '" 2" G°"LUIrn cS MFTS RACK RECEPTACLE #3 — / CABLE ,•i +, ����-c_�y o= 1P 20A V' ! RF FILTER DUMMY LOAD x N A AMPERE 1P_20A PUMP ASSEMBLY o� EXTERIOR GFCI ROHDE & SCHWARZ `fEPM) A.� Gn wN AIC AMPS INTERRUPTING CURRENT 1P 20A / " t 0 AIR AMPS INTERRUPTING RATING (2) #12 AWG INTERIOR LIGHTING aqQ (1) #12GND 1P 20A 1P 20A � ?_.._._ir.,li. .._1'flh'(. . •%j.�.C.--' IN 3 4" CONDUIT EXTERIOR LIGHTING GEN DUPLEX OUTLET 1 C CONDUIT / R&S SUPPLIED a SHELTER RECEPTACLES 1P 20A 1P 20A GEN DUPLEX OUTLET 2 CABLE 00 (E) EXISTING 1P 20A 1P 20A IN)3/4? CONDUIT) #12GND � Sn,.tiLtiG N 5 U G GROUND SHELTER RECEPTACLES a GEN DUPLEX OUTLET 3 y4 ^"_ r H h 0 oSHELTER RECEPTACLES 1 P 20A a KWH KILOWATT HOUR NOT USED MA LICENSE:47770 1/6/10 ma C w i NOT USED NOT USED o 1 (N) NEW .. a a 1P 20A HEAT EXCHANGER SUPPLIED o z P POLE SMOKE DETECTOR NOT USED WITH INTERNAL DISCONNECT 16 ° 2P 40A 2P 40A SWITCHCL:T73 AHU #1 AHU #2 (REDUNDANT) a SN SOLID NEUTRAL is / \—(4) #6 AWG (1) #10GND zo $W SWITCH IN /6 (C CONDUIT IN 3/4" CONDUIT live mobile tv E a� IN 3 4" CONDUIT i V VOLT 2P 30A 2P 30A PROJECT NUMBER: .5 AC CONDENSER #1 AC CONDENSER #2 e W. W WIRE 316.0067 8 �� (4) #8 (1) #10G—/ IN)3/4"AWG CONDUIT#10GND 0 PHASE O J IN 3/4" CONDUIT s1TEINFOR 1731 SERVICE ROAD K NOTES KU #1 HEATER 1P 20A NOT USED BARNSTABLE, MA02668 0 BARNSTABLE COUNTY (2) #12 AWG 1P zoA ow 1. APPLY CORROSION/OXIDATION PREVENTATIVE TO AL (1) #12GNO KU #2 HEATER NOT USED <Y MECHANICAL CONDUCTOR CONNECTIONS. IN 3/4" CONDUIT NOT USED NOT USED CAPE COD MA-ODIC DESIGN TYPE: w$ 2. PHASING TO BE CONSISTENT AND MARKED CO-LOCATION �0 THROUGHOUT AS: A,B,C/1,2,3 FROM TOP TO BOTTOM V o S AND LEFT TO RIGHT. DIFFERENT VOLTAGE SYSTEMS DRAWN BY: CHECKED BY: DATE: ao SHALL BE MARKED ACCORDINGLY. SINGLE LINE POWER DIAGRAM MLWJR 7-27-09 .15 SHEET TITLE: ELECTRICAL 8 ROOM LIGHTING NOTE � �a Ur PROVIDE (1) 4', 2 LAMP FLOURESCENT TROFFER FLO TV Confidential and Proprietary. ONE-LINE DIAGRAM FIXTURE EACH SIDE OF EQUIPMENT (8'-0" CENTER TO May contain U.S. and international export controlled information. go o CENTER SPACING). PROVIDE STANDARD SINGLE POLE Copyright o 2009 FLO TV, Inc., a Qualcomm company SHEET NUMBER: REV.: _gg= WALL MOUNTED SWITCH. All rights reservedtE s 8� � 1 ELECTRICAL ONE-LINE DIAGRAM E_3 Y 2 0o SCALE:NTS PANEL MANFACTURER: TRANSTECTOR MODEL NUMBER: 1101-602-152646 Q VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 Q MAIN BREAKER: 400 AMPS BUSS RATING: 400 AMPS AIC: 42 K MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: YES Q ENCLOSURE TYPE: NEMA 1 N to GROUND BOND: NO PANEL STATUS: NEW INTERNAL NSS: YES Q NOTE: MAIN BERAKER REQUIRED BREAKER BREAKER BREAKER SERVICE USAGE USAGE SERVICE BREAKER BREAKER BREAKER Q CKT LOAD DESCRIPTION AMPS POLES STATUS LOAD VA FACTOR PHASE A VA PHASE B VA FACTOR LOAD VA STATUS POLES AMPS LOAD DESCRIPTION CKT Q 1 MFTS RECEPTACLE N0.1 20 1 NEW 180 1.25 18388 1.25 14530 NEW 2 175 TRANSMITTER NO.1 2 3 MFTS RECEPTACLE NO.2 20 1 NEW 180 1.25 18388 1.25 14530 - - - 4 Q 11oz-0s RE-MUED FOR MR vsc 5 MFTS RECEPTACLE NO.3 20 1 NEW 720 1.00 720 0.00 0 - - - 6 CONSTRUCTION 7 RF FILTER DUMMY LOAD 20 1 NEW 180 1.00 180 0.00 0 - - - 8 c.uU',FOR oNsrrsucrroN ns v8c 9 EXTERIOR GFCI 20 1 NEW 180 1.00 180 0.00 0 N/A - - NOTUSED 10 D NITU 11 LIGHTING-INTERIOR 20 1 NEW 420 1.00 420 0.00 0 N/A - - NOT USED 12 A '"-0s SUBMISSION MLW R vso 13 LIGHTING-EXTERIOR 20 1 NEW 500 1.00 2000 1.00 1500 NEW 1 20 GEN DUPLEX OUTLET NO.1 14 REVISION DRAWN CHKO. 15 SHELTER RECEPTACLES 20 1 NEW 360 1.00 540 1.00 180 NEW 1 20 GEN DUPLEX OUTLET NO.2 16 REV. DATE DESCRIPTION BY BY 17 SHELTER RECEPTACLES 20 1 NEW 360 1.00 1860 1.00 1500 NEW 1 20 GEN DUPLEX OUTLETNO.3 18 19 SHELTER RECEPTACLES 20 1 NEW 360 1.00 360 0.00 0 N/A - - NOTUSED 20 21 NOTUSED 0 - N/A 0 1 0.00 0 0.00 0 N/A - - NOTUSED 22 0 23 SMOKE DETECTOR 20 1 NEW 12 1.00 12 0.00 0 N/A - - NOTUSED 24 a 25 IHVAC#1 45 2 NEW 3840 1.00 3840 0.00 0 N/A - - NOTUSED 26 �VRR 27 - - - - 3840 1.00 3840 0.00 0 N/A - - NOTUSED 28 o 29 HVAC#2 45 2 NEW 3840 1.00 3840 0.00 0 N/A - - NOTUSED 30 DESIGN GROUP 00 31 - - - - 3840 1.00 3840 0.00 0 N/A - - NOTUSED 32 33 NOTUSED USED 0 - N/A 0 0.00 0 0.00 0 N/A - - NOT USED 34 kmbdg.com o 35 NOT USED 0 - N/A 0 0.00 0 0.00 0 N/A - - NOT USED 36 0 37 KU#1 HEATER 20 1 NEW 650 1.00 650 0.00 0 N/A - - NOT USED 38 I800 ROUTE 34.SUITE 209 m 39 KU#2 HEATER 20 1 NEW 650 1.00 650 0.00 0 N/A - - NOT USED 40 WALL NJ onl9 O u - - - (732)280-5623 41 NOTUSED 0 N/A 0 0.00 0 0.00 0 N/A NOTUSED 42 FOR ALL QUESTIONS,PLEASE CONTACT i i JASON R BEATO.PROJECT MANAGER zLL ao a> 0 0.00 0 NEW 1 20 NSS Stephen A. Bray 0 0.00 0 - - - - a o la PROFESSIONAL ENGINEER n� u y :OF A!*A � s9� x '--V-?HEN A. 31478 28230 VA TOTAL KVA 59.71 az TRANSMITTERR&SNV8608V1SHELTER(5.2KW) AMPS 248.78 �..� _.tL_ -i" w , T _...... o Equipment Description Voltage Status Furnished by Installed by Comments Location a MA LICENSE:47770 1/6/10 o a 400 Amp 1 Phase Main Circuit Breaker&Nema-3R Enclosure 250V New Contractor Contractor Unistrut Frame 0 a Utility Meter 250V New Contractor Contractor Unistrut Frame a ao 5° 400 Amp 1 Phase Nema 3R Fused Disconnect Switch 1201240V New FLO N Contractor Shelter ��O T/ g ST ' V16 Ima Automatic Transfer Switch 120/240V New FLO N FLO N Shelter -15 is i. <0 60 KW 1 Phase Generator 120/240V New FLO N FLO N Shelter live mobile tv 2 z PROJECT NUMBER: tg z MFTS Integrated Load Center(Panel)with NSS 120/240V New FLO N FLO TV Shelter 316.0067 $ o' W y RF Transmitter Rack 120/240V New FLO TV FLO TV Shelter SITE INFORMATION: o J 1731 SERVICE ROAD S $o RF Filter Assembly 120V New FLO N FLO N Shelter BARNSTABLE, MA 02668 u; MFTS Rack 120V New FLO TV FLO TV Shelter BARNSTABLE COUNTY 5 <, Pump Assembly 230V New FLO TV FLO TVPowered From Transmitter Shelter CAPE COD MA-001C B N Y DESIGN TYPE: .9 w o Powered from Pump CO-LOCATION wo Heat Exchanger 230V New FLO TV FLO TV Assembly Shelter14 r S DRAWN BY: CHECKED BY: DATE: <0 1-1/2"Dunlop Chemical Suction Hose N/A New FLO TV FLO TV Shelter MLWJR 7-27-09 S x f S SHEET TITLE: s a HVAC-1 240V New FLO TV FLO TVShelter ELECTRICAL g 8 HVAC-2 240V New FLO TV FLO TV Shelter PANEL SCHEDULE o Bard Lead Lag Controller MC-3000A New FLO N FLO N Shelter SHEETNUMBER: REV.: zX i 9 is I ..................................................... ............_ ...........................C................._........ .................................................................................................... .................: f _M 1 PANEL SCHEDULE "'r m Y 2 0 0 11x17 SCALE:NT$ 24x36 SCALE:NTS o GROUNDING KEY NOTES (ITEMS APPLY AS DETAILED IN GROUNDING PLAN) y�Y 7 2 1 1. #2 AWG SOLID BARE TINNED COPPER WIRE. I X X X X x X X X X X X X X Y. X 2. GROUND ROD. (TYPICAL) SEE DETAIL 4/E8. _{—}------- } ---/ ---- I Q 3. INSPECTION WELL. SEE DETAIL 1/E8. x — ° `-' ♦ ° 4. CONCRETE EQUIPMENT PAD FOUNDATION GROUNDING. I I �/ I � // 5. STEEL EQUIPMENT ICE SHEILD GROUNDING. IF__ ^— —————————— ----------- 6. ICE BRIDGE GROUNDING AT EACH POST, SEE DETAIL 2/E9. 7. NEW GROUND RING. �■ \ i 12 I I I azas ccR vep R E-ISSUEO FOR f CONSTRUCTION 16 15 I I SSUED FOR 8. EXTERIOR GROUND BAR, SEE DETAIL 2/E6 & 3/E9. CpNIUED ON "w °8O 9. INTERIOR GROUND BAR, SEE DETAIL 3/E6 & 3/E9. X I I 11 FD 10. EQUIPMENT ROOM GROUNDING BARS., SEE DETAIL 3/E6 & 4/E6. 8 A TJMLNUR VW 1 I I REVISION DRAWN CHKD. 11. LMR COAX GROUND KIT, SEE DETAIL 2/E8. 1 I -----;`;\I O 19I I REV. DATE DESCRIPTION BY BY x 12. 4" COPPER GROUND STRAP, SEE 1,2/E7. I I I 13. INTERIOR GROUND HALO. 6 ffi 14. DOOR FRAME GROUND. a F 15. COAX GROUNDING AT SHELTER. SEE DETAIL 3/E6. x =1— J I Ell: _ _ x 16. HVAC EQUIPMENT, BOND TO GROUND HALO. I }i ^ter 16 j 14 13 `�' KMB w I I I DESIGN GROUP ------ --- --------- I x ° AROUND ROD AND GROUND RING PLACEMENT: I I �� kmbdg.com do LL Do THE OUTSIDE GROUND RING SHALL BE PLACED AROUND THE BUILDING AT A I I 1 s I IBoo WALL ROUTE 07719E 209 wALL NJ only o w DISTANCE OF 2' FROM THE FOUNDATION AT A DEPTH OF 2'-6" OR 6" x J O4 —� O I (732)280S623 ° BELOW THE FROST LINE, WHICHEVER IS DEEPER. RODS SHALL BE DRIVEN 1 I FOR ALL QUESTIONS,PLEASE CONTACT TO A DEPTH SUCH THAT THE TOP OF THE RODS IS AT THE LEVEL OF THE I \ 1 GROUND RING CONDUCTOR. THE RODS SHALL BE PLACED MINIMALLY ALONG ---- -------------- ------ / / ------ IASON RBEATO-PROJECT MANAGER zw ®—r-- k— -#-- ---#--- ---�— o° THE RING AT THE FOLLOWING LOCATIONS OR AS SPECIFIED IN THE 0o GROUNDING SYSTEM DESIGN. x l M 3 ( Stephen A. Bray �w A. BELOW THE AREA, OR IMMEDIATELY OUTSIDE OF THE MGB, FOR I x X X X X X � PROFESSIONAL ENGINEER 0 CONNECTION TO THE MGB. u B. BELOW THE BUILDING ENTRY FOR CONNECTION TO THE MAIN BUILDING I� o= COMMERCIAL POWER DISCONNECT. w C. BELOW THE CORNERS ON EACH END WALL FOR CONNECTION TO THE 2 GROUNDING PLAN -SITE ? w°z PRE—FABRICATED SHELTER METAL SKID. 11x17 SCALE:NTS 24x36 SCALE:NTS O z D. AS REQUIRED TO ACHIEVE A MAXIMUM SPACING OF TWICE THE LENGTH L �` '� OF A GROUOND RODBETWEEN GROUND RODS ALONG THE RING w .PERIMETER F 4fti \ e E. AS REQUIRED ALONG THE RING PERIMETER TO ACHIEVE 5 OHMS OR 5; LESS RESISTANCE WHEN TESTED. O°a F. ONE GROUND AT EACH TOWER LEG. \ \ MA LICENSE:47770 1/6/10 e wo G. ONE ROD LOCATED BENEATH EACH END OF THE WAVE GUIDE BRIDGE \ of (BUILDING/SHELTER ENTRY PORT AND BASE OF TOWER). o0 H. ONE ROD LOCATED AT THE BASE TO THE STANDBY GENERATOR, AND IF �/ SEPERATED BY MORE THAN TEN FEET, ONE ADJACENT TO THE FUEL \ ' FLO I Y $ rc a TANK. \ / Za I. A GROUND INSPECTION WELL SHALL BE INSTALLED AT THE CONNECTION \ a 0 POINT OF THE SITE MGB TO THE SITE GROUND RING. \\ A- live mobile tv s g \ / PROJECT NUMBER: n oy GROUNDING LEGEND \\ } 316.0067 GROUND RING \ SITE INFORMATION: o \ / 1731 SERVICE ROAD S oa ® GROUND ROD \ BARNSTABLE, MA 02668 ZO \ BARNSTABLE COUNTY Z \ / � ■ CADWELD CONNECTION (EXOTHERMIC WELD) \\ 5 CAPE COD MA-ODIC � 2 TEST WELL x DESIGN TYPE: � o �`/� / CO-LOCATION CI a DRAWN BY: CHECKED BY: DATE: Z E M LWJ R 7-27-09 SHEET TITLE: a 11 \ / } GROUNDING s PLAN SHEET NUMBER: REV.: f a a� 1 GROUNDING PLAN -TOWER E-5 0 0 11x17 SCALE:NTS 24x36 SCALE:NTSIII Al #6 AWG FROM ANTENNA Q COAX GROUND KITS GROUND BAR Q a 3,a- 0 OO O V D 0 7/1 6- � r 0 0 �\ �J RE•ISSUEO FOR —� 2- 0 Ol0 0 0 0 Q iiazos CONSTRUCTION ccR vec O I 00 p p TWO)HOLE LUG pQ CONSTRUCTION U p p 0 o p TWO #2 AWG BARE TINNED B ,as ISSUED FOR �Us v� o ! 0 _COPPER TO BUILDING O� �0 0 0' 0 GROUND RING Q T"� su'emroN MLwR vec p 0 1 / I J REVISION DRAWN CHKD.REV. DATE DESCRIPTION 1 BY I BY LEGEND: 1. TINNED, SOLID COPPER GROUND BAR, SIZED TO ACCOMMODATE ALL \ 2 GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. �= NEWTON INSTRUMENT CO. OR APPROVED EQUAL. HOLE CENTERS TO MATCH 2 EXTERIOR GROUND BAR "B NEMA DOUBLE LUG CONFIGURATION. o 2. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR APPROVED SCALE:NTS EQUAL. DESIGN GROUP 00 3. LOCKWASHERS, NEWTON INSTRUMENT CO. OR APPROVED EQUAL. 2 AWG GREEN INSULATED RF kmbdg.com 4. SUPPORT BRACKET. TYPE DEPENDENT ON SITE CONDITION. NEWTON do INSTRUMENT CO. OR APPROVED EQUAL. GROUND HALO LOCATED 24" 5. H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. OR APPROVED EQUAL. ABOVE TOP OF TRANSMITTER 1800 ROUTE 34.SUITE 209 m H 6. APPLY COPPER NO—OX TO EXPOSED AREA OF GROUND BAR. WALL NJ orals o ( MASTER GROUND FOR ALL QUESTIONS.PLEASECONTACT i w BAR (MGB) JASON R BEATO-PROJECT MANAGER ao ao O �a Stephen A. Bray 0 0 PROFESSIONAL ENGINEER y 1 TYPICAL GROUND BAR ,o SITPHtIJ A.4�y� LL w SCALE:NTS 4" COPPER STRAP TO PRIMARY t Z GROUND RING, STRAP SHALL BE y + a COAX SURGE SUPPRESSERS WRAPPED AND CLAMPED AROUND MGB GROUND BAR DIRECT CONNECTED OR BONDED WI o. S " �w TH #6 AWG TO IGB ¢_ •�• /STrn�OK`� n c S/DIAL O 5; MASTER GROUND BAR (MGB) Z� O 0 oO #2 AWG GREEN INSULATED MA LICENSE:47770 1/6/10 a OQ RF GROUND HALO LOCATED o C Wz ABOVE TOP $s / #12 AWG GROUND CONDUCTOR OF TRANSMITTER 0 a a TWO HOLE LUG— (TYPICAL) w wTYP H ( ) #2 AWG BARE TINNED COPPER SITE EXTERNALFI.O V I g �w �TO BUILDING GROUND RING 3" BEND RADIUS Fa =0 4" COPPER STRAP PRIMARY <� GROUND RING STRAP SHALL live mobile tv s BE WRAPPED AND CLAMPED PROJECT NUMBER: rz AROUND MGB w H OUTSIDE INSIDE 316.0007 o J KU DISH & GPS KU DISH & GPS TOC FLOOR A® 6000NNECTION SITE INFORMATION: D.C.0 C1731 SERVICE ROAD 5 U, SURGE SUPPRESSERS STAGGARED BARNSTABLE, MA 02668 a� 12" BARNSTABLE COUNTY o� COAX SURGE SUPPRESSERS SITE FLOOR CAPE COD MA-001C 12 <y FOUNDATION 4" COPPER STRAP EXOTHERMIC Z y LLL WELD TO BURIED GROUND RING DESIGN TYPE: o 0 (PAINT SILVER TO PREVENT THEFT) CO-LOCATION 0 F S b a n DRAWN BY: CHECKED BY: DATE: u a o #2 AWG BARE TINNED COPPER II GROUND BAR' a ° '°_'• a SITE GROUND RING MLWJR 7-27-09 0 z� TO EXTERNAL GROUND RING II 4 (�' G ° SHEET TITLE: 5'4 —\ II TWO HOLE LUG (TYP) ° a �K a a ° GROUNDING 8 DETAILS o $ SHEET NUMBER: REV.: o N 1 x ow 3 INTERIOR GROUND BAR(IGB) 4 MASTER GROUND BAR E—V _0 �a rc 0o SCALE:NTS SCALE:NTS L Z 4" GROUND MR STRAP TO MGB MECHANICAL CONNECTION Q 1O'-0s CONSTRUCTON CCR vm TO WALL ® 36" O.C. Q -ulo-R P / U bfT-0B CONSTRUCMN JL9 VSG MECHANICAL CONNECTION // Q Tof os sulRnus�s oN RAW HK TO FLOOR ® 36" O.C. REV. DATE REVISION DAWM CD. 3" BEND DESCRIPTION BY BY _F RADIUS 1 � 4" GROUND STRAP GROUND RING \ \ \ `—PROVIDE TWO FOLDS TO OBTAIN DEGREE BEND "B I T ------ IN GROUND STRAP z / o, 4" DESIGN GROUP SILVER SOLDER CONNECTION ;2 I FULL WIDTH OF STRAP (TYP) kmbdg.com . Zw o w a I SDO ROUTE 34.SUITE 209 w WALL NJ 077I o w (732)2M5623 F o FOR ALL QUESTIONS.PLEASE CONTACT Pz rw. JASON R BEATO-PROJECT MANAGER ado o� ?o �a Stephen A. Bray o w PROFESSIONAL ENGINEER x Dw m 1 4" STRAP FLOOR TRANSITION 2 4" STRAP 90° BENDS � 0�l fAss 9 o SCALE:NTS SCALE:NTS w-1 O z � :. 1FG;jz7-RITE, F.D.47770 e o ww Ss�4.'A N h o� MA LICENSE:47770 1/6/10 C —a yZ 3/8"0 x 1 1/2" ra 1/8" MIN S/S NUT o CABLE TRAY u4 5/16" MIN 1/4" MIN ELL071vi S$ S/S BEVEL I S w WASHER �j y CABLE TRAY SPLICE S/S FLAT — — HEAT SHRINK WASHER ----- B -�;- --L�e0. - live mobile tv s w -------- L— ------ PROJECT NUMBER: ! (0)(O� (OJ v I I 316.0067 s w y �_ \ �L. COPPER GROUND Nor `HEAT SHRINK SITE INFORMATION: gj \ BAR D6CONNECi 1731 SERVICE ROAD #2 BARE TINNED COPPER 20 WITH 1" SLACK S/S FLAT WASHER BARNSTABLE, MA02668 0 w 'DOz S/S BOLT (1 OF 2) \-AG ONTALL GROUND BARNSTABLE COUNTY w TWO HOLE LUG (FIELD wN BAR INTERCONNECTS ow DRILL HOLES IN SIDE OF CAPE COD MA-001C om NOTES: AND EQUALIZERS CABLE TRAY) (TYP)CA g y LL DESIGN TYPE: ,$0 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL CO-LOCATION w o SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. �S 2. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. DRAWN BY: CHECKED BY: DATE: ag 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER MLWJR 7-27-09 $ �, BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT SHEET TITLE: Ezz < COMPOUND BEFORE MATING. GROUNDING UK S- 3 gt DETAILS 1 ri o SHEET NUMBER: REV.: rJ xx 3 N �W 3 CABLE TRAY GROUND 4 TWO HOLE LUG E-7 x 0o SCALE:NTS SCALE:NTS 0 ROOF/WA:F "� EXTERIOR INTERIOR DIELECTRIC WALL/ROQ TO ANTENNA FEED THRU ASSEMBL #2 AWG SOLID TINNED 8" DIA x 24" DEEP INSPECTION UHF COAX (FLEX) COPPER WIRE TEST WELL PVC SOIL PIPE WITH CAP LOOP EXTENSION OR EQUIVALENT WAVEGUIDE a AGGREGATE COAXIAL CABLE GROUNDING � Q SURFACING 3/4" CRUSHED STONE OR EQUAL ( ) ' FILL TEST WELL TO WITHIN 2" OF \ Q T-- RE-L9SVED FOR GRADE PROVIDE GROUNDING AT TOP OF GROUND LOOP WIRE "tea' CON9TRULTgN "" E` " " " 200'-0" O.C. MAX FOR ALL Q %UEDFOR Q:o.p.b:'8:o,a o:'$:e:oou;-0b: �08 LMR AND UHF FLEXLINE COAX i_ D B1T-0' CON9TRUCTON V. SUIINMISSpN NI MLWJR VBG COAXIAL CABLE GROUNDING REISIONe COAXIAL CABLE CLAMP KIT ! REV. DATE DE CVRIIPTTION D BY CBYD #6 AWG STRANDED COPPER CONNECTOR iv GROUND CONDUCTOR TOTAL TO RF FILTER iv LENGTH SHALL NOT EXCEED LL 1 \ 10'-0" �\ z �CADWELD CONNECTION I TO GROUND t K MB GROUND RING, #2 AWG #2 AWG BARE TINNED ALONG .3 SOLID BARE TINNED TO EQUIPMENT w o COPPER WIRE, GROUND ROD SHELTER FACADE TO PROPOSED DESIGN GROUP 0 GROUND RING IN 1" PVC CONDUIT 0H CADWELD CONNECTION w TO GROUND ROD kmbdg.com LL NOTES: o y i ---- -----' ----'- 1800 ROUTE 34•SUITE 209 w w 1. Do NOT INSTALL CABLE GROUND KIT AT A BEND IN THE CABLE. WALL NJ 07719 o 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. (732)280.5623 FOR ALL QUESTIONS.PLEASE CONTACT w JASON R BEATO.PROJECT MANAGER w� a0 'o a� Stephen A. Bray a a'o PROFESSIONAL ENGINEER Df u� �= 1 INSPECTION WELL 2 JCOAX GROUND KIT 3 UHF GROUNDING KIT(FLEX)AT SHELTER ASH OF rtgs�gn oSCALE:NTS SCALE:NTS SCALE:NTS //J,cP�HjE��/ W 01 rO \\\ w i.o 97710 eCO Q w w oMA LICENSE:47770 1/6110 y< 02 mo w z ' 3 AGGREGATE SURFACING o W GRADE BACKFlLL PER oZ Lo / " �w a: .o.a; �. ":,v.,,. ., 1'-0" SPECIFICATIONS SDI i CADWEL �— N t o / _ _ _ _ �� � Z � \ live mobile tv I PROJECT NUMBER: 3 _; / ` AWG USOUD BARE 2 316.0067 16 5 GROUND RING, iv w #2 AWG SOLID BARE TINNED \ TINNED COPPER WIRE SITE INFORMATION: g d COPPER WIRE 1731 SERVICE ROAD 28 GROUND ROD COPPERWELD NOTES: BARNSTABLE, MA 02668 0 ;w 5/8"mxto'—o" LONG BARNSTABLE COUNTY 16 1. ALL EXOTHERMIC WELD CONNECTIONS om SHALL BE BELOW FROST LINE. CAPE COD MA-001C <x DESIGN TYPE: e z CO-LOCATION o - wi S DRAWN BY: CHECKED BY: DATE: LJ MLWJR 7-27-09 8 10 riW 1, SHEET TITLE: k GROUNDING g UW 8 DETAILS j SHEET NUMBER: REV.: r) O 2 r Qf 4 GROUND ROD 5 GROUND RING TRENCH E—V Y 00 1 SCALE:NTS SCALE:NTS 1 � Q CADWELD CONNECTIONS BURNDY CONNECTIONS 0 OR APPROVED EQUAL OR APPROVED EQUAL #2 AWG THWN Q ICE BRIDGE (GREEN) INSULATED v N COVER BETWEEN THE ICE Q BRIDGE POST AND Q PARALLEL HORIZONTAL EACH SECTION OF HORIZONTAL STEEL SURFACE BOND JUMPER ICE BRIDGE COVER CONDUCTORS Q 1-03� CO STRED R COR �� PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE OR FIELD FABRICATED GREEN OF HORIZONTAL CABLES HORIZONTAL PIPE STRANDED INSULATED Co UEDMR '� R� TYPE PT TYPE HS TYPE 2—YA-2 Q ]JI-09 SUI11—RM qN MLNVR VM REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY O O 1 o THROUGH CABLE VERTICAL STEEL SURFACE \ TO GROUND ROD CABLE DOWN AT 45' TO COPPER LUGS RR r� VERTICAL STEEL SURFACE TWO HOLE — LONG BARREL �V a� THROUGH CABLE TO TOP OF INCLUDING PIPE LENGTH '' '• o Z GROUND ROD TYPE VS TYPE YA-2 TYPE GT /\ :� /\\/ \\/\\/\\' DESIGN GROUP 0. kmbdg.com do #2 BARE TINNED COPPERS a POST TO GROUND RINGGROUND TYP EACH �/ . /\ // I�wuLENj 7719 2� o ICE BRIDGE P ST) // /� •\// � UES ONS,P28D-5623 \\'' "' \\ \'" \\� FOR ALL QUESTIONS,PLEASE CONTACT •�/�j// / / /�/\/ JASON R BEATO-PROJECT MANAGER VERTICAL PIPE �LL CABLE DOWN AT 45' TO RANGE ao OF VERTICAL PIPES Stephen A. Bra TYPE VS y w PROFESSIONAL'•ENGINEER 0. LiN of M4 ss m=' 1 GROUND CONNECTIONS 2 ICE BRIDGE GROUNDING �,�o S7EPHE{J A. 9�yGn Y RR„Y �+ o S SCALE:NTS SCALE:NTS o z _ Is i- Ty y �`� S f N L ao a UO W U ni N 6 O oQ a MA LICENSE:47770 1/6/10 C w w IGB of v as w °z / TO MFTS RACK OR �N FLOW f w TRANSMITTER �a is 16 �° KU, GPS COAX PORT live mobile tv gPROJECT NUMBER: wN TELCO BOX #2 AWG, GREEN 316.0067 INSULATED SITE INFORMATION: o J 1731 SERVICE ROAD =o —MGB BARNSTABLE, MA 02668 0 �= BARNSTABLE COUNTY ow 4" COPPER GROUND CAPE COD MA-001C o m STRAP .° 6Y DESIGN TYPE: o CO-LOCATION F S DRAWN BY: CHECKED BY: DATE: i 1 M LWJ R 7-27-09 8 SHEET TITLE: f SITE GROUND RING GROUNDING 8 C 8 DETAILS j SHEET NUMBER: REV.: 3 J y �� 3 EQUIPMENT ROOM GROUNDING ELEVATION E-9 +' 0 o 1 SCALE:NTS r t Highest Appurtenance: Top 2 5 PROPOSED LARGE JUNCTION —�f Existing Lattice Tower .BOX ON PROPOSED MOUNT OC = 160-0't AG.L. TOWN O F BARN �—z C-2 (2 TOTAL) NEW AND CAI-�Oc x x x x x EXISTING TO BEE RELOCATED) \000 X Existing PROPOSED ANTENNA - 1pQc Generator On 2 4 3 ECl'OR 9 TOTAL - ��•v—"� ,�. �' I ^�� / Concrete Pad C-2 C-2 (� (TO)REPLACE,9 �; Verizonf Wireless/ ROBED P E Existing IXISIIHG ANTENNAS) p Elev. - 148'-0't A GI TO � VERIZON WIRELESS 10'-D'x13'-6' I ° ^` ( 400 FRIBERG PARKWAY Equipment X PROPOSED RRH ON EXISTING WESTHOROUGH, MA 01581. 3956 Shelter Existing Meter MOUNT(2/SECTOR) (6 TOTAL) 2 3 Rack FUTURE PCS RRH (TO REPLACE 3 EXISTING RRHS) DIVISION X (1/SECTOR) (3 TOTAL) \ I Existing Verizon Wireless - 1 Antenna (1/Sector) Existing Dish X (3 Total) (TO REMAIN) Antenna(Typ.) BARNSTABLE HD MA X h+ / Existing 12' X \ / Wide Swing Gate XJ � x Existing ANTMO DRAWINGS Generator On Concrete Pad Existing Meter Board X • Existing Chain Link Fence With Three Strands .. X- Of Borbed Wire Existing 11'-O"x26'-D" Verizon Wireless Equipment Shelter O 09/25/15 FOR SUBMILTAL X I Existing Equipment I Dewberry Jill Cabinet On Concrete PROPOSED HYBRID 602 CABLE ROUTED ALONG ' Pod (Typ.) EXISTING COAX (1 TOTAL) Dewberry Engineers Inc. PROPOSED HYBRID 602 Existing Ice CABLE ROUTED ALONG ^vim^ 250 SUMMER 6TREET EXISTING COAX (1 TOTAL) 9 (Typ.) I� 1 Total BOSTON.MA III Bridge Existing B-.Pair Hybrid Cable X ( ) (TO REMAIN) & PHONE:617.6II5.3�00 1-5/8"o Coax (6 TO BE FAX 917.695.0310 REMOVED, 12 TO REMAIN) Ex'st;nq 8-Pair I•ybrid Cable - (I Total) (TO REMAIN) & `A '4:1 G_ 1-5 8"m Coax 6 TO BE X REMOVED. 12 TO REMAIN) II Existing Tall A.G.L.60* BEItjJq�,�IN B Existing 160'3 - - Lattice Tower .r.y.� Toll A.G.L. E`E C.L. Lattice I U f� V G L,G r Tower ��n�I1 (6.Existing-Concrete II CIVIL k Tower Foundation (1 / (Typ-) .4» Ic I I k / II DRAWN BY: SCA Y ' k II REVIEWED BY: MFT X / CHECKED BY:. BBR \ X II PROJECT NUMBER: 500D2925 / II k JOB NUMBER; 50073654 I I HYBRID CABLE SCHEDULE* I STF ADDRESS QUANTITY HYBRID CABLE LENGTH CABLE SIZE II 1 731 SERVICE ROAD SITENOTES, SITE PLAN BARNSTABLE, MA 02630 1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR SSE: 3/32'•1' FOR 11'x17' (1) 200't Bx12 CLARITY. 3/16'=1' FOR 22x34' -CONTRACTOR TO FIELD VERIFY HYBRID CABLE SHEET TITLE 2 NORM ARROW ELEVATIONS SHOWN AS APPROXIMATE LENGTHS PRIOR TO CONSTRUCTION Existing,Chain II 3. REUSE EXISTING ANTENNA MOUNTS & CDAX. INSPECT FOR 0' 4' 8' 12' uLGutAnoN er:scA - SITE PLAN DAMAGE OR DECAY AND REPLACE AS NEEDED PER STRUCTURAL Link Fence with ANALYSIS SPECIFICATIONS. Three Barbed Wire I ELEVATION Of Barbed wire & ELEVATION 4. A.G.L. • ABOVE GROUND LEVEL SCALE.,1/16'•1',FOR 11'07" C.L. CENTERLINE 1/9'.1' FOR 22'1 SHEET NUMBER 5. ALL EOUIPMENT SHALL BE INSTALLED PER STRUCTURAL D' ♦' 8' 18' ANALYSIS BY CROWN CASTLE DATED 06/19/15 AND - xis' prom MODIFICATION DRAWINGS BY CROWN CASTLE DATED 6/22/15. \— i GENERAL NOTES: PROPOSED ANTENNA (3/SECT0R) (9 TOTAL) (TO REPLACE 9 1. ALL DIMENSIONS TO. OF, AND ON EXISTING BUILDINGS, EXISTING ANTENNAS) DRAINAGE IN FIELD AND SITE IMPROVEMENTS SHALL 1"Amok WW Il�wirelew BE VERIFIED IN FIELD EIY CONTRACTOR PRIOR TO ALL r,II�i �ii7r,7 FABRICATION WITH ALL DISCREPANCIES REPORTED RRII MOUNTING - IMMEDIATELY TO THE ENGINEER. GROUND PIPE _ SEE NOTE 2 VERIZON WIRELESS 2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 400 FRIBERG PARKWAY 06 AIYG WESTBOROUGH. MA 01581-3956 3. DETAILS SHOWN ARE:TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. (S TOTAL) PROPOSED RRH 4. THESE DRAWINGS DD NOT INCLUDE NECESSARY /2 AWQ (MOUNTEDRNEAR ANTENNA) COMPONENTS FOR CONSTRUCTION SAFETY WHICH S THE JUNCTION SOLE RESPONSMILTTY OF THE CONTRACTOR. Sector Ground Bar BOX S. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE II BARNSTABLE HD MA ELEMENTS ARE AS FOLLOWS: LATERAL BRACING. g2 AWC HYBRID 1x1 CABLE ANCHOR BOLTS. ETC. (3/SECTOR) (8 TOTAL) S. INCORRECTLY FABRICATED. DAMAGED, OR OTHERWISE r MISFIRING OR NONCONFORMING MATERIALS OR Top MGB CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR • • • • TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH _ PROPOSED LARGE JUNCTION REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BOX (2 TOTAL) (1 NEW AND 1 BY THE OWNER'S REPRESENTATIVE PRIOR TO 02 AWG /2 AING EXISTING TO BE RELOCATED) ANTMO DRAWINGS PROCEEDING. 7. EACH CONTRACTOR SHALL COOPERATE WITH THE n�., OWNER'S REPRESENTATIVE AND COORDINATE THEIR Lower MGB BOX N PROPOSED WORK WITH THE WORK OF OTHERS. • • 1/2.0 COAX 1. INSTALL ALL EQUIPMENT PER JUMPERS MANUFACTURER'S S. REPAIR ANY DAMAGE DURING CONSTRUCTION TO WITCH IYQIE,S: •) RECOMMENDATIONS. DUSTING PRE-CONSTRUCTION CONDITIONS TO THE ® 2. ALL EAUE MENT SHALL BE SATISFACTION OF THE CONSTRUCTION MANAGER. 1. ALL PROPOSED EQUIPMENT TO BE GROUNDED TO SECTOR GROUNDED PER VERHZON GROUND BAR. IYIREIESS STANDARDS AND 9. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE ►ANUF'ALTURER S 0 09/25/15 FOR SUBMITTAL WEATHERPROOFED DURING INSTALLATION USING A 2. TYPICAL FOR FOR ALL SECTORS, RECOMMENDATIONS. SILICONE SEALANT. 3. GROUNDING SHALL COMPLY WITH NEC ART. 250 dt VERIZON a YTFATHFRSEAL EXTERIOR WALL 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WIRELESS SPECIFICATIONS PENETRATIONS. PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL 4. HYBRID CABLE TO FOLLOW BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION EXISTING COAX CABLE IN CABLEMEOWS. METHODS. TECHNIQUES. SEQUENCES AND SCHEMATIC GROUNDING DIAGRAM BRIDGE (NOT SHOWN). Dewberry® PROCEDURES AND FOR COORDINATING ALL PORTIONS OF SGLLE: N.T.S.- THE WORK UNDER THE CONTRACT. 5. DETAIL S SCHEMATIC. 11. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH 6. ALL EQUIPMENT SMALL BE UL LISTED 0 FIRE CODE APPROVED MATERIALS. INSTALLED PER THE STRUCTURAL Dewberry Engineers Inc. ANALYSIS BY CROWN CASTLE 260 SUMMER STREET 12. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM DATED 08/19/15 AND IMH FLOOR OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION MODtFlCATION DRAWINGS BY BOSTON,MA 02210 START, MORE SPECIFICALLY BEFORE: SEALING ANY Lattice FLOOR. WALL OR ROOF PENETRATION, FINAL UTILITY Tower CROWN CASTE DATED 8/22/15. � D5.33100 CONNECTIONS, POURING CONCRETE, BACKFILIING UTILITY TRENCHES AND STRUCTURAL POST OR MOUNTING A OF N O CONNECTIONS. FOR ENGINEERING REVIEW AND INSPECTION. 700 850 PCs AWS O 8 PROPOSED 602 HYBRID CABLE (1 TOTAL) ®aa 9EfdJAMIm Se 6" ' p `Existing 10 y V T�EVG 11 G PROPOSED SECTOR RRH ,I Tower Leg CIVIL (2/SECTOR) (6 TOTAL) (TO UNIVERSAL PIPE MOUNT Microtlect REPLACE 3 EXISTING RRHS) .� an a .' (SITE PRO PN: TAM-2U) Port o.49G60 FUTURE PCS RRH x (1/SECTOR) (3 TOTAL) � STD I g 2.5' (2-7/B' - - -. � '-: O.D.) Existing RRH Nounc p�{ GALVANIZED PROPOSED MOUNTING PIPE FOR (2) 602 HYBRID v ! LARGE JUNCTION BOXES CABLE (1 Ex'st;ng Tower Leg TOTAL.)NHS: ® DRAWN BY: SCA 1. AS VIEWED STANDING BEHIND THE ANTENNAS. PROPOSED LARGE JUNCTION BOX (1 0 REVIEWED BY: MFf 2. TYPICAL FOR 3 SECTORS.VERIFY FINAL ANTENNA PROPOSED, RETAIN 1 EXISTING) (TO BE DESIGN SHEET PRIOR TO CONSTRUCTION. MOUNTED NEAR ANTENNAS) (RELOCATE DUSTING LARGE JUNCTION) BOX TO CHECKED BY: BBR 3. REUSE EXISTING ANTENNA MOUNTS AND COAX. PROPOSED MOUNT) - SO PROPOSED RAYCAP INSPECT FOR DAMAGE OR DECAY AND REPLACE AS r RACK-MOUNT OVP 0 o NEEDED. M I INSIDE EQUIPMENT PROJECT NUMBER: 50002825 c P I ROOM (2 TOTAL) ANTENNA CONFIGURATION S�e\�dai . JOB NUMBER: 50073854 4 NIIgS: � E+ SCALE: N.TS. 1. INSTALL ALL EQUIPMENT PER / h\is oc� rf MANUFAC UREWS RECOMMENDATIONS. ® / S e d' MOTES: 2. ALL EQUIPMENT SHALL BE GROUNDED PER VMON WIRELESS STANDARDS AND 1. INSTALL ALL EOUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S RECOMMENDATIONS. SITE ADDRESS 2. ALL EQUIPMENT SNAIL BE GROUNDED PER VERRON WIRELESS STANDARDS 3. EQUIPMENT MOUNTING DETAIL IS PROVIDED EQUIPMENT CONFIGURATION AND MANUFACTURER'S RECXIMMENOATKWS. AS SCHEMATIC IN NATURE WITH SUGGESTED 2 1731 SERVICE ROAD PART NUMBERS ACTUAL PARTS, MOUNTING SCALE: N.T.S j J. EQUIPMENT MOUNTING DETAIL Is FRONDED As SCHEMATIC IN NATURE WITH METHOD. LOCATION AND ORIENTATION MUST BARNSTABLE, MA 02630 SUGGESTED PART NUMBERS,ACTUAL PARTS, MOUNTING METHOD, LOCATION BE L ACCORDANCE WITH THE STRUCTURAL AND ORIENTATION MUST BE IN ACCORDANCE WITH THE STRUCTURAL ANALYSIS L N INEERED AT THE ANALYSIS OR CONFIRMED WITH THE STRUCTURAL ENGINEER THAT STRUCTURAL ENGINEER THAT COMPLETED COMPLETED THE REPORT IF NOT PROVIDED. THE REPORT IF NOT PROVIDED. SHEET TITLE ING 4. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS.COAX.SURGE '• ANTENN ALL RN�SCO X.OSURGGE ARRMENT "SroR& GENERAL NOTES & THE oSTTRRUCT��SSIS (Of OTIERS�IN ACCORDANCE wrtH THE �RDANCE WITH THE TOWER IN ANTENNA DETAILS ANALYSIS (BY OTHERS). - 5. FINAL INSTALLATION TO HAVE(2) LARGE I. SHEET NUMBER RRH ATTACHMENT 3 JUNCTION BOXES. SURGE ATTACHMENT 5 f SCALE: N.T.S 11 SCAM- N.T.S t _ i C- 2 ____ -_ - ____ U I .,11 . - I __., .1 _- ______ .--- .1 . , . I. I .. . �: I , . I ,11- _� . .""j,�� I I �I . . - - I , I I , ',' .t, , I , I I— . . I ., I � I. .1 ,._ , 1 14 . I 1. .'.... . I �� "'�e ,I : I . -, ; . .1 I I I �, . ; I I � , I . � . :: ; 11 I I I i� ".. . . .1 I 11 ,: � , , . .. I - , . " I I- . I - . - , �. . I I I . . . � I � ! .1 - I I" I I � I � � , � I � I . . !., 1,'I",, �-1. I., .. � � -o� . . .1 I I I. _�:I I ,�., � - . I . I 'It I �. . I . I :1 I I � I 11 r - . ., ,"I� - . L_�- . I . .-, . I . 1� � -! � � I . . .I, . I I I I � . , I � . I I I . �I. I . . I .� I � . " ...., �I.. � . I . - - 11 I �11 �It F" �: " "'..1 I . - . .1 � . . � , . I - I I � � . I I '. . . , . I I I I � I . I " - I . � - I . , ..� . I . . . , -I, . I I." 1, I I ''.1.I . . . � ,.� . � I ,- I ,. . I . ,", . . . I . .." . I , I � I.1 .� �, I ..-.'�.,`, . I, ,, � I I . ,I - '.- I. 1. . I . I. ��, N 1,I I �,I .. ,,-1, I � .. .._-____�__"' 1. ..1.I., ,`"'*1,,. . I . . . . "I I _. I 1. .I It``* I I _ -1 ._ - � : � .11.l`l' I— ; ! I .1 � I � . ,I .�� I .� � _ . ,_ I '. I , : . I -,- . .--- -. -,, I .-, I I . ,, _ .11"' , g- I p I I-..1. I , � .1 I :� I . .. ..1 , '. I , , ��� "4, . I . � I � , I. -'.1,I- . I , I. .'..I . . . . I �. I ... ..I - I I I I I . . � . I , . . .� - � I -. I . , , - , I � . I 1 I-.-I��-"I ..--e I., ., , ,,_"� -- I .1, � :� . . I,.,, 1.'.1. ,, /I I . � � . I I ,, - '.I ; . I , /1 I . . " , , � I , . p � . I . __ : . i . � I . I . "" I . , . I - ,It, , I � ,� I I r- '. �, . I . . I � I ! �. - I ,.,, . � .--' . � ,. , .. . . ". . ., . : . �I "..,,.,�I .-,- .;,,"I, .- 14: �,� ..- . "'414, -'.'�)`:V1��. ...� ,, I � ' , ,Cpojt,--w-,pst%e, r , " . - "1.21 1* -A. .. ,� I �., ,., . 1�11 W.""."14 � _,--?'.-Wvo"-r--T , - �,. r; , '. , - -.: 11 I., ",� : . k�. I �", Ili I !z".��-.�t; ,.";h,.- � . I ,, !.:,t-1,`1 - * �� I.4 1. , . " I �, %.��...1 , '. I I I �t'A It, . . ..��.. :1,t ;:!j.,i:�..l;_..:. * , I!.._� .. 1. , . . �, I ", - ,� . , V .:", I % 0 '. I .. , . , .� 'f"u v it' , .1- , , "' .. , , . .. 11 1',��, ..1, . , . . , -,�,�, . 4.I . , I kv!,,:�,�.C.,` ,�,��,.11.�.1 1.. . . E.,-, �', 1. ""'. _,, .,�-;,`�. . , ; ti -, �,.t. - � :1. ,. , I I , ,I- , ,I , "1'.., ."' - .. I- : �:. .. I ... �1%'111�1 -I .. .. 1dj,- ,,- -- - - � - ..I ...'...,.. 1".. , � '..". � , ".- , _ �'111 ,"!, , '. I. .I ,1'�`,, �, I ., , 1 . . .. . . .,:: -, , , . I ..." ,I -, .; , . ,.." - 1. -� , 1 i, ,, ,I . . ,_! to - - -_ � I , , :* , .,. - . it'� ,.-�- �'. 7 . ., :.-,. ,. , , ,.I ,"' . I I .:: 4.. . 1.*.. � '.�`�'-.,.._' , ..,�;.� ''. i` �: 1. . 1. :ili I 1, .� I - j, ,� �, . ,.�� .. I _1_., ;1 . . .t..!1 . . 7.1....."4 �,.i.. .�, . i. I � i . , , .. ". ., .,.:, '. , " . I .: I..W. I I... I . I �;;, 1� '.�, . . _ "1�, 'i � ,, . .Pil' t; " . r: - ... � . � I . . t . _ . . C, I. .1 . , .: . . .. _ . . _. 7 1, . l "I . . I L, , I ... . ll """".."", , ;I'. C, o I .1. . .�,-" � ,W'., '. ,", �'.,.�l . I*1" ,! - � . I . ,.,A . - ; ., I I % 'I,' . It ,t I .".A, � .1 "I , . '; . . . ;" :.* . 1.111".I- *1; . �. ,I , s . �'. �:. M. , . . I .,:, .l.' "t.. ,.. I.. t,-, '...; , ".".1..1 .� �" '. , I.... d. . ��"4;�'k. ��`;"'l, � � � . - �;. ,,,," I'A. I", I: �*,:: .*..�', , ... ,.,, ".4'., - - , , �.-,.;, _" - - ',,�. , I , I .,. . .. I . . . I .- ., �4- '. :.,,-,:.i, .�: - . . . , " . . . . - ....., . .. . .i".`�.:..1 - _. ...*, ..'.":,:,.,I .� �. ,.� . , . .- ", . 1 4 ,�" I I " .... ., -%�.'x to� - . '! , . .1 - . � "I I I , .11 - *_'': I . I . ,::,,,` . , , ,.,.,.I . . ( �1.I, ,, - � - - - 1.11 -1 ...", . .,;.:�. . . , , .. � ,i,.Ii ��.-.--,i.jo... �. � . . � i . , . c. . .41 It. � 1� .,;o � I . . . %"'.',- - ,,�,ze-�`t .. * _, . . w;,' ,.1. ;., "� . ., �., -: t, . � .. . , _]: �i - , . :. .,, ,. I - . . c. I I- ` I., i. : , ..7 , '�' - . I . lA '. , ,. 1,, ... I 4, i ,", ;o I -,...., ,, I I . .ti 1. -...,I�_1- . e 4. : , " I , , .: , 1, ;,�, �_ - '1'�, .1",*1�-� , I . .. ..".,t�,-,,-* I � , . 11 'k .. 1, , ."f . I . I ), -," , - , �._ . . I. - I"*` .. 1. , .... to"". -, . ,� ., to ., . . � . . . I . .,."t,i I I I - .% , I , �,�.1'1.1�1 .1. - . ` ,I I it �; , .� , . ..,. .. 4 ,,., . , ., ,:,,"� , . : 4, 1. I I . I v ,; 4. .��.� , ,.; i�'. .1,it,- . : , . ;C,.,:�-., :,# , , -, , - , ., i .I 1, ., .�: . . � : :.o',� It , I 1 -. � , * � I ,I,�I�;,, � - ,I . - . . ,6 i - , , i . . ., I :" - ,:�,,%-,," .��j , �. - � -.1 - , ,� - . - P..1 6 - , ,, . . , A �,?,tt_�' -', �li, , , .1'.;..#: I .. I � -'.-A ;". . I,.�,' I I -,..;! .. . 1��1. I,.,--,!,,, .,,� -, 1..-,,,'i, �.;I , ,, :,. �j � , 4 J, 6�4 - . t ,..��1-t ,". %I'.; , I _L;It, , ,;," j."':.�' I , a .P,I. � ,. , .. - I . , . .."., ,, . ..I .,- ,J,..��.-,. .I I I..!. I . . . . .. ..; - '.'. -1 1,o � -ol.-. ...." Y"-- 1.'. -. ., , , . .e, I t * . . , . - I . . . I - - I ....,It., , � . . ,.. , � . ", . .. _1 I I . . ..'. 11 , , , . . ;�. - ;,,,, � " . �, ..,.. - . , , � .. ... . . � .1.�: . , * - I.,..,, e 1* 11,I.".le�..1...,� ..... . . I I . . . . I I . � ,1 , - - , ., �',%"-!, ,� - ...,'..". � . . - ... . ,_ , , �*� ....- - - , .. � , . � .; - , . �. "I It.* .. . .-�.- , , ,� -�� ..v'!V, , .. lj,'...� -.�"'. b."', ,.�,I-,�,:..-._, � . .. , ., , -,,',,- �t . , . 4 - .i.,., .L.: . �. ; .," . �",%.,,.. - - . - -1 , , I .. 11 .. - 1, a ., � . : �I ,. �,, '.. ,;., .1 ) ;; � - .. ",�,,.-" -- - ',�' .,-,- , , ,. " ,. '. ,,,_" * -A ,. "�V ..�'-.t..,. . I;' 'j. .. , . . . . I*`I _. t.!;.A�,�..,.- ,x- ".,�,.. ,1,, , , 0.%, �": �. , �:,. I I J.", I � . � 11 �_1.1.I 1; ;", � ;A i ",,�, .. . - I-,. ... ..!. . , ',.;�,y'--A, . . . . . .. . � "-I','��, .;.; ,;.,.: to. �.I., "..,. , I 11,-.1, .' , ._ .. . ..j. ""ii�::�-,.: , ..�.." . .." .l.. ,.. . .to. . . .." I . . , A. � I. .i 4..:" , .1 ;;,..' " , � ,.- , . . ., , .. . . f ,�,. �.I , .". , I .. -.. , ,.,.f . . I I , ,, '. i : r, - . .. . . I .� ,., . 'k, :11_: . to . , .. It . , , I . ...:.�, . . , I.:, . ...� - ,, ---;I"'. -,w!, '..� . . t . . , 4 . - ; , :� �,,�,::*�,� � I �- : ,�,", _., :,: , o :. . _ t'..1": k .. 1%;- , -, - .. ,I '. ,."!., .. - . . ,�� I -*, ';�,- I 1 4,1' " '. , , F �- "', - ,,..,I 1, ... ,. . , . � . . . q. I . . I I . . . , . ". . v , . . , I . ,� . . ... . . - ,. ",. %.�.., , . ,-,"I.1. .. ..."�d,I ,, , � . 0 . I I I;- A A . 'O : -� ,..:.._..,I ." , , -_,tta... ,� . .. . I . , . . . I , . . . . T. I I *. �_ r; , ,. . I . I.. .. -- :1 ,, ,.*;, �,;,. - ". �..:-,,.I.,4 ,'O,,, ;,� I . : 1,"-,- '. - ��,. - -,�., -,. . 1, � -,,. 1 .. . _... I � ;. .,. . - .. . I --� - - -'... �, . - . `::..-, .. I. . . 1. . .. . ., .. �,.-.,. . ... � -0 1 1 ,*,I ,�j._., � ��',"�-,, ,1:'. .1 - . ,1.1 �)v': , ll 1, � , . . . - . I �. . . . ,, . I,, 1 I I , . ..� '. _�, :.": ; I "A, . . .� '. . . , "� - . - , -- . . I - -, - � I -,.��I. � . , ,, ,- - , -' .) .1. .i -1: - , .. ' , , . . - , -1, ,.., - I� �.,� , , , 1., 9:.t, :.., .,. -."- r�_, , I .'.�..I ,C., it,; --�, -, -"';, .-, '.. :-'.* ,t,:,... ...1.,-- , , 1 I, , . . . .. . -'. 'I .�- , 7�' , �..�i � ,.`f,,7�-# �,. ), , �1:1, '"' . - - - -; , ., & � I I 1. _. I � I �I I .1 ,v'- * 1��..�,, ,. , -r.., - , ,,.,,- , �:%�, 1;...:,, , .;I � -I , , �. .:." , ': , ; :: I t: .. . . . .. .�, , , , - � ? ',.,- , ,., .1 I . I f . , � -. ..-" . - . , ... . : . , , . I r, ''.. I ., :1 . . .. � . ... . .. I . . , - . , I . . .. ': . _- - . ., I - ..,., . .. , . '. � , j..� . .i �. I. 1. .. . ... k., � , ..". , . : .: .*."- � I " . J:", .,�.., I 4 �2 11 �:,4,�1'1. �'.'.,P, "I .*" t : ;11 .2f 6,�7,��,�.�" , � , .. .. - . . I .... � 'ka : . .:�, , : , ., , . I:. , . . ..�I ol * ., " " , 'L'),� � .;� . .4 .,- .. ., .. :. (. �... , -.�.,.. .1.. . .� t., � ;, �. . "1 -1, ." , - - . , 11 . !I.. .. � . . . ."'.: ".,�' I �.,'j : ��. .. � . a . ." : - ,...'� - 1. I .. .. ,. .. 1.., . , -- , - -. , .�, .. � r I , . . .. , , w ,.,"'. �, . , ,. P.." -A, I * I 7 �- : - I I " � 4� !, : I I . .I I . 1 I ..I I , , . . '' . " I . . ", � . i �. .. . � 11*4 . ., , ,I . I . I . .�.. .. I - I, . .I.'�.,,. . , ::.. .; :� I . ... . . , ..� I ,. to. -� I . 1. . I- _,:�.. � *, ,t o .-- . -�., 1. .. it . .. .,- � , .., . .. .i.�_,.t _., � ....,_ 11'. . , i I I ,* .. . ,; .. , . � - I . , , I . , � I .- I . . . 1 2., -1 " , 1. I . � 1. -11 I '... : . 11 . - , �. � ,!1., ...-.... "�, I . I I . . . � �i .. . - -, . I. . . v N. .1, ",. -.; :.."" I . I .;.�. . .1. . .! , �. . ...,:, . I . I . . '. . . . . I I. A 4'. ,I.. , %� .,:� I I . 40. . .. .. t*.'.. , ;�- ! . �- '. . . � 11 �. � .� � '.-,, ` .. , A. lot .,.-..;..11...... I � �I _ ,.. - - .. . ,a. 1.I..:,,. _ :... - � . .., . � . . . I . .� ... .I...., .�- , . , .�.., ..1. - ..., - I ....i .I a , � .. - . . . . 1, 1.. � , I. I I . . . . .I .-.., , . .1..._. ..- . , " " ".i�;. .. 1- ..A.. . . ` . ".,- � 1* . I I 1..1 . . . "-,- -"". .. �., `oilt - - �.I. � " .. I � .. , , � ....,,�. I . .�, .� '. -v,., j ", t. 4".;".- � _, -A . I ..�,; "'. . . I . .1 .1 I . .. I I F�, . . - . . � , , t, . .. .,. . . . . . ,,�,'�' , .,. .I'.1 - %, ..'.I ., , . , , , . ',;,'. , . . : I I., I . e. �% .., � - I - - ,.. *. I t 1�,,-, , " ; % i, . . � I :,-. .; �`. . , . .. . I :� i ... ;." .. I � " - -, . -, .,: � ;,. 41 1 1� . � r" , ..:* .. ,:." I , , � ,;4, � �� . , , f . . . ,., " 4 : " � ot,r , . � ,,, . . I �I.." 'tP:1 I I - - - , I .1 �, , : I . , I. . ,,. '', I. I . - . . . .. . . , I'l, .1 . . , - .I ��-?,f ,� "I. ,i , ". . . .. . r . ..�, I.,; -,' - ,� :, . . .:, - . � . . T I., ..� �.,--."', �,.�.,�4 , f �:,�,- .`-,. �, ,:. . ., ,�,�;,,_.v.'..1. I ..I.,. I� , I : j ,. . - �. . , I ... . , ,�, , . , , I . - 111.� 1. :. I . i;I � - z :. t vr to . . . I . . I . . .I. , . , ..��, . �' ;- . , z. . . I I . ".. '_I ". 11 I, .1 ,�. . ;. � ''... I . - �'..I .: ,-, . , ,, , , , ; , . . . .. . . ;, ", - ,., , , I I -1 I . . . '. . �:,"., _ . . I, I .., ,, . . I -1 ... . ., , . . , . , - . ,, . . I .;I I I .,...A,. , J. ", - - 1� . I . , ; . . , " ; . , . , , . . 7 - . - .. I. ...... . * , .,.�' I -,., I I ...", .. : �-:',, .1", I . ,_�, � . . 1.1. . � . 1. ',A . " "I f�'. , .., I., ,1. ':I.., - - - , , . -i . * . , " I - :-,-:;�,.t'.*1,-` "- .. . �.'; .- , t", � I - - , I.. . '. . � �, r:. . , . 1: I m, , �- . .. .. ,. . , , . .) . , . .., .. I . ,;',_ 4 'T,. .! , ,_.1. ,� " ,..".. 41.. , ,�_,,.: ., " i: : ,'. .".�,*. �."*. -" .,. -�.. ".. ,A I,... .. ..W. , . I, .. . � ,,,t�. �- ,:,. - : . I . ": �. * . _ I . . .1 : . .. . . . , � .,, :"4�%.,o�. .�I it.� "-, - - :- .. . .....,,, ... .'i Zwk I , .. -'.!� I. , ;.. ,. . I I . . I ., ,� , . .." . 1.4. 1. . . � .� , , , � . " : .1 , . _. I . . . . . I ., I - I ��Illliii I . ., I , . ., '�,,'�. . I . .. - . 1; , - . , . '. .: I I ". .,.'''A�".,. . . I I . . '. I . � ��, ". ", - , �......-., ; , .. .... . -1. - ��.%* I t I :.: .1 I . .. " ...I . . -,�:;" I t.� i . . , , .. i - , :.'. -,��., , 1. . - .�.; ., , ... .k � .. . 4 I , � , I . . " I . ': I :..� . . : .k,,' .* q . � I .I . �. . . . I . 11 . t I. .� .. I I ... . I .. ,. I W;. t ! , *.�-, .;:of -'. -�,'. �..... ,��', ,-, " --* I .. . 1, :. " it " . I . I ... .. I I .1. ,` I. . , 'I ., �,..( , . , , . . llz--,;: ,� '.��4 -, : ., � .:. I . - I . .. . . c , _ �:,. ".:,-.. I I ", '.,,� I ,;,�, - . " .� .. - ,,,�, .. . I ." . . . � 11. ., . . I I " . I .I .-,; .., - - ?�;- -.- . ,..� ..I tl, . , . 1 10141 � , ,"t,'_,,.,L .r., ; .�. � , -LA.L.ik I .. q . . ..1:-,; ., " .. ,., I �,". i, .. , - .. - . � . ..- . I I . �%L_. ,v,, � - - - 1..�,1 jt�A . . , .,!. .... ",,. -.--.1 - - - , - t , . . . . . , - I - . ..� .1. ,V ", '. .:I , 1; . . . I . *.4�'- I .1 ..'', , ,I , , 1, I I . . ,". . . -- . � , "!.. _ , . , � - A . I I.., I , It. .-;. I , ..* -1 I I , A. . � . 1, .. I I I . .- l ".:.,�:- - - � , -, - . ; .�_ %.1 j"".'t1:. '. , ,...� I . 11 ", 1,;�,, -,,,n.,1 i., . , , .. .1. � �r I '. � 1;I , - ,..- "�.L.- I'.�,t "4.. I . _ .. � . , . , . w .6 - , _ ,._o".j_,_ .._--C_"".:" lt;ol,�.(,'�..','.'1':1 ,. ."..i .1 '. � � .. �. I . . I . - � . _ , , I . 1� . . . .. . It I . . . I �� ..". :!,t... ., , . '�-" - -..Omp", I. - . - :i I.. ;. .., :, . , , ... ,1"'., ! ,. ", : . . .1 . . ...:. I .. I ��_ , . .-A - � ..,;,,. I. , ,I , I ... �. - .,. .. ,, .I I . � . .. 1, ... -, ,-..:, ,,, �� , ,,7 j".j� * , . . ; ': , I . . � � . . . I I .1 . I I - .. I . � I , i .. 1.-�.. . I- . I . . ; . . ��`,I i ."�1, Lmil':,,.-���;"', ;, 111 . �� . . . . . . I I -...::- , .'.�,- � '-,.'�. .'' : r . .,* : a, 11., I . � . �,`, . --4";, .� I , I. I 11 N.. , � , . -'.. ,I - - ,, -, . I . . . , ., , I.. ... a - , . . -I , . . . . � . . :-11 1. .� I- . . , . I A',-', - ":,--�. z li�. , - 1.. , i mo I I ;. , . . . � . � . . .. .I . . .. . . k . . I. . � . 10 I ..., , I �� 4"'".,.4 .,I - , I v.. ." . . . It , _Io, -4 q ..., Kt 41' .. .. . - - : . � . " , I,. . �t. �J. . . .. � . i-"�,,I . :�"- , �. . I .1 j . . , . 'i�1 11.1, - 1.�, -�-, . I . .I . . . , ,, . It, ..)� Zy.-.:.:,,,w-1 � to ..,..,*..:�Soto- . _� I . "lt, , )�t k " ;.I.t., J, e-....t. . ,,.. - - .��., ..%..:.:�I �� , ., . J . � ..�.' - ". It ff, ,;, : �� ,W. - �!�,Vj 1. .. ._-rl�"-, . ,1-1. .1 _ . :, . , 1446,-,w %,-�_.�T. ��.,_�..',:.: � 7, ", 911" -IVO � �_ = ?171-1. .:*:E�."e,> ... .:. , . .,,1.1;,.I i . , .. , , I I � . . : e "q;.i�,41-ak. , " ;4�11 _:> � ."" .,11. � - .;'�j,1,4;-, � � I 47 1 1 1 . . . � . . Z #r,-�e. .i .: "t ) ;!" I ,:� _ '. I _:1.1i.-I t�*4. ,, -- , .� � I, , . , , ... . --, ' '!".. .., ,1 . � " ,Jyt;ml� - �.,L ,.. .� _,� - !. .,I . I I—,, " ... . , . .I., . . .. ....I .. - . - * . ." . I ',__'. .�, ., I C _1 , . . . . . I . .. I ,. .��_ .1. . . v . w.i.,-1:.--!, . � . . . , `7"'"""-77 -a, -- . i-,.,�. 'It ", -.-I. -_ . I 4 .4 ,,;" " "% ,1,.1A -v` . . 1 rltl-*"�m -L �I �- . . '....� I. . , I .... . .: I"I,'All!". ,:�': -It A-1 '11%, , , . I I � - .� . . - . . . .. � . - I . . .. .. '. :.. ,�,#'.', -1. I .., . - 113 ,- . 4_1-,,r.-.,i�4�,.�r,.*._A,l'. - ,I. . ;, . .. ., . � , .1� I . '. :1 . .. , ''_ .4:; . .I . . . ; . . . . .. ��. ,I I I. . , . I ,, , � . l,, , . o 4�" . .. -1 . " -�A-,-� , i.., I . . I �. . . . . � - ; . ; �".1 I . . . . * i., .� ,., - I. � - - . . t t, .. al, �1�,f -�tl" , ; ,,I . . . I ..., .,; J" . .. , i ; _," ----t,'.1'.-- -'. , . , -7 '. . . 11; - W,.%1O!-l-%� ,""I i,.,#.0 ",,,-" . -� --i".1,'. ,;:.�A" `P�F-JL.1'-:-. ,;A,,:- ,�1'1 I to. ., - ._." ,(�cr tq� ,, ,;,- I ,,,�E.'. � � , , . '. . . ., ,,,�_:,..!"��,:f . . ,�, A, ,t , .. A � 1'.-�;, -;All , ... .. �, , , . , , ,"�` .,..".I, . �i ..",", ^.ffl��' �4'� . - - I- . PVW.&libl-i 1-1 I � , , ., ,. . � � I . '1� , ...". .. ... . I .� I . . ,` � I " .. �., I . - - � , � �� ,�I., 41. .,I. ., '. j.1".1- .., ; . I :� - - , . "...� , . � � I - I I 1I.I...""'.� - -. . . t- , ,- . . � ,,to , , 11 1 ..1,.�, . I: j-jj I . ", .�f& 4 , ,. It ,. �11 . . . . I . : , , t . � . I - - - - z - bv , , '... . I . . .. . f �11 , . I.dc J., . .;"t-', ,� . , - .1 I . - I -_ . _ . I I _- 'n 1 1*4 "f;ka.-,� --. -- , �:.� . ,4,; . . . �'- . j'-., V ;-.ti�_ : I L� 11!.. . ., . I I . .I I... . .?. -- . . 4 1 ,, -- - ... , "', -t : I L - I . ,�,-�K am ,"__ I I - , .. __�-. � _.7: .. . . � �� I , .. . 41.,-- ". I . :11 I* I . . . ..I I. � I . ..I � I I .. . . . I"-' . .. .::'.. -!� � . i � 's ,1. , . 1�U. .I .... �*, 't � . :, , `� . . , - .M" . �!,;"),"'.--f:'.'... , � . - - � - . .1 , .,. , , I .1 I . . , . ��I F:,. �� __�., ,,C.,'. I ::v , , . ,. . .. . . , I . . , � I , '.it )"."'..,..i!,._., i ,,-- , ."r. !j . I .."': ,- � .i,--, I I . I - . . i . I ., . . . ; ..:�, . , -j �j I .I I . , � i L . . i I . , ,.,. , ". : ;1-1 ..d. . L'.. '; I ... . . , 1;1 � i �,, � -.*' ;., , .14'. .r, 1:..-%:�, . .,(. . . , . . # . . �,...,... . �__' �---- 47 .' $. .1�,*.,.,'. tit is.1! , I , .. .r ,!:' . .( . ,,, ., "L, . � . . � . . . . .- . , - I 1. . . ., � I ... � -, . .6. ..." L. I . . - � - " � . I .1 .., "I I 1�� I�1_1., '.1 . 41U, .. , ,� . . . . - �, It. .,, ., . . . , ,. . . I I I . m . . . I . - ."... , , , .... � .�i , , 1, `:, I -;-ltt . 1_.. t. - � , . . . , , I: . -. .. . . I I -I. � I � ,,.,..", . t_. -�li�V,l r .. .� . - - . . .,. I . � I . . .. ..'It.; '. . ._,; � ..... . .. , :�." - . . `::j�,- -, ."... �. ....; . . ! . . I I : . � .1t, . %,I . �% .:. ...""i, , i -i - , , ,� . ,,� '.,.., . �.'_,:� t'., : :I,-t.. . 1. I �- ... . , . .. . .. . ;_ '... �, -1.1. .,..,!.. , ,, . .. - .1 . .. I " _ . . j �- .i, , . . .. � , . , � , " , . . . � . , , . , . .:I I ... I .; . ..! . t � : - ? . I I _ ..�.1 I ", , _ . -- , . , I � ... .. " , ,. :. . 1. .%,. .� I -.1 1, . . .. I.- ,�.' ,:'_ , . -- - �. ..: I I...1'. -4o . - -q, � . - . I ,�I I � ..", i�l ,:.. "I . - . , � � . .. I . . . �. . I., I . :� - I � ., " i '.�. . I I L : ,;,.'', ' - , ,;� . .. ,. 1. re,"...!%,�.-'. I it % :': 4:1 I I 1 : 1. F -," �..., I �. . . � " .,';.-,,..,� � , . I t, . I , to I.,,- . , -I 1. . -7-*.�-i, -it' j . . . .- . ... . I... � . . I . � I,7, - - . , .., � �. . '.'i". . � . :�., I I I . : ,,v -** - , - , . . 1, , I -1; �,-: _r". '.. , ". . .1 " 4' , il � '. . 1, � : .1 "'..,.Z,., ;_. t�.. . I . � . .! , 4.; .: *.,. , . .. L. . I . ,41,:;.'_ . o!i -I '..",j � , A.:., � ". 1 .. , . .. I..,.1:%w. ..I.- 1-1.111. .I� -..� , . ,. , , .w- �:, - - :, " -.;.I 1, , ..:. �v" .�� , .,:I.'---.,-..,, -. .�,.� -" 11 I'... I I - - . : .., � - - I . . . I :,I . - - , . I . . I I . 11 ,.. " , ., ,: - I ,.�,-' : t; ".. .. -. . 4 t ., , . . . . 1. I. . 4 11., I .. '. I . 11 .� �,1� I ,r,.,.- . ,4;,%,tv��,- 'A , .r . �,A .I _ . 1. . . .1 ,., m."". ".to ,:'; -- . . . � � V " * ,�� , - � I . " . � I. . � rL , 4 . . .�,� - � ,,� � � i,,-`,�i 1, Ar,� "o!.' , . . . , I .. .. I . . ... .. I . . , '..,L'w ... V, I . I 11 1 1. , 11"- I ;, I . . I " , '-at .., - , - -- , , . ... . . - .... I . ,... : . I � . . . ,.: '. .": , " , . , . I I . . I � .". J,. -- �! , ! , .,: '..",.; . - I 4t : ;; . : ,','I. .,.,.,.." " :, . "I - . . . I . I .. . I .1 � .� . . ".,. It 1. , . \. �''..�I . ;,.".!*". -: -, i .� . I; `."".A%. ."., .. .. I . I., - ,.", , I �, `,. 11.- ,� �, �Jt... l,. 11 anz 6. -"* jr, -7 .1 .'.. , .. ... .I I. I . : ,-f\ .��_"" N-I I- - .. r L ?,,:t �1%� 'k - � ., ,,,,, - I . . 4 .� .I it" ., ,....-4 L:.. . "I, ,. r ;1 I . .I , ,� I. ..I . ',- I . I . I . . . * . "". '. ,.,�, .. � I :,� �. � .�'. c I . � -L �KJ4'�t--V d-,27-..tE� . . , , .. r� - , il':! ..t�li'! " . , 1 �.., - i . .F � . ",'1% 000l*,�, 1 4 -,.,�%, , . t.� ,- " , ,. �: ...: ,. . I .. I y, �. I r I , , �,, . I I,- I . I I I ,.. _:.,. �.., � %%.-_��. ,, ��� .,, .,I -1 '. . .�.%41 . . � . .I - . . I . . v .. .., . I, . , I . 1, � , . :I . , . . .1� 114. , ;% , ,!,.-� � ., . . . , t., I . � .. , , . . , . I ,� .. . I . �� 1, 1 . .: - , . . � , . . . .r'�- ,":.I..4,� .. . � I . , � � . -; �. . .. I. . . .1 -, I - , , �" . . -"�, L ,. ' �. -11;� ,. .J, , f I"o..., I �. L_-:a _' . I ,.....'... ,,,z , , . . , - '. . - ., 1. 11 11 I ." .. . I - -"', ��. . , -q -,.. 1. - - . : - - .- i �i .t. " . I ,.:;I , �.-, ." . !6. .. _.1 , .- I . :. .�,'. " .4:..." - ., . � � - . . . . . . .. I . . - ;.- %, I ... , .v -�-�-tIAL�- - _.� . , . I C 1AL012"Ove L..,!> _, : .. _ . . 11 . I .� .. `,0 - � _ � ' ", . �'*r,%."F-,- .` , ,� ,. - - . ., � . . . O r. .r , . . . � I . I I . + .:. '�," '. ..;tit.��-*' _ ,---!:- tl".:�,_; , Pos.�'-,'A-,,I'A - '. , ..I'%` 1�"...!"I'll�1 . , to. :� � . _ .; A-'o I I l.I.-�1_ ..14G;4zip,-,tt , '. I .�, a . ..; . , �. :-- , , tl�-,., " '.,: 96' �. . ': - - - 4. . , , , ': , ., , . . ., . -, . I ,,�4�.j�: . . .I- -1, , -'...!,�': . .4 '. , I I . ; - - ,i,;":_ I . * , . , , - , � I . fr* ,,,:%,, . L - � , _.�_� , . $ ,,4160,�"!. *6W., , ; ,,!.� , � - �1, �;,-i,,44-,, For. -- . . . ** _S� � of, ".1'. . - � I. . 1, ..�j , '.�- .1 . _-, , ., . . 1. ,-,i �o'.-" . �. I � ,. ,., , .. . �." . .. . �, I . . . � . 4 - .., - - _ .. '. . . . ... . ' . . ,- E.,,.* :,`",.. ,!..*,:-,-.1,-.AO* *> -"`*,_� , ., ,,,,��. � , . ,. . I I.., . I . I 1," , ". , ". , . I. 1� 1. " *�":. .. 1.I.114 , ,: _.� � . I I . ._), ,�., .. -1. ,�� " , 7&4 ,It.'% . , ." 14 I � ..,. , �, . � .. . . . ISO . . I ..1- . I -_%.- '. .. .. !,Y I . . ftl;;.�;�I .l.t,�� ..� I , - . I . , .. .1; ; ":I-,*,.�. I . . I � .. .. . .I ." . . � : , .,* ; : . . . . �. I : I ,. . .:�'+', ... *� -%�'Jh e� � �.. 11 :1, ,'�'. _. �, . .. . -� . 7 �. , ." A 6�1�-L I 6.. ., � . " I .. . �- . ,"�. I -� �., . ., I . . ., 7 _. '* �. .. I , .. ""'e,- 1, ,I.. ,I -.4'r-,", . _ 40!". - . I I, , . I :., : " �: .. : +,, � ...It .",r*v)-,. ;4P - : .. , I . -�� : . ; I .1. .; .1 . . . :. .. , . , %,, . _"l �_� . ----" I . , I�I . .1 . .1 . I I . . .tiii,- �.+Wft'ket,Xtt 1, 4 ) - �- - . _ ,. ,., - - - I .l�� i "; I , .. 7. 1,. . � . . . . , " a. .1 ., ... o. l. , , . . - . . I . I � I .. 'O 6 v -. ,i , _- _,"', -" �!�- _,*"� 7---*A,*. e� � �4%:.t_ , to .. . ` , . ... 1.�'� *,`� __1-1 :t-;�L,'t" o I . , , :.1 L - , .. . . __ ._--_. � I _� .p I . . . . i;s . I . .. - 1. . ... . . . , " . .. . : .. ,%.,$w.., . _I.- 7,�: .._ . I . , .... . � . - . I . % � � _ - fl. , .It :,-",.",;". ..�... -.1 , .1 � . . . . . _- -.- : , . I .;. I I � I-,--,1, -.7r,- I ��-_1 - tl:1%I � I—� o M11'+1,'�','.,,,,, , . I�. . , � , . I r * . I . .. . . � 1. .. I � -ii... ::.....- . I "_� .�., . . . . .'� . �1��,,, .. - . . '. , . �'., �k .� . , ... ,7'. . '.. , , I , Z,, , ____,__ _�_�oIw 77��-I - - I I'. , !.,: ", I� - .: 11 . I . I ..... I I: f ..'+..- .,. , . - * , . . . . .. . -.0 I . , -� ��������,,,,iiiilllllliii I , . . . . . . . ', ,. . 1'r;, .. , . . 1. .;I. ., '� �, . . - ,,. � I k*o.----, -.1-.- t ; I ? ..' , .. : vlt ft� , '.--" �I,—77-7%i.6,4, 1, I �.- , . ,- - . � . . - ..., x - 15 . I ..m ,- ,;4.;i,�. +1 `;:. 77� _.'k' ".'..",.J..'a ."L ... - �, - - ;1" ` + , . '. : ,�.,�* .,I , L - . - I I I ,. 11 . . ��� I 11 .1. 1 - .." ! ,� I I . , �T* --. __ M&--LL,j"_ 'I - - .I . ..1 I.. Al;. .�i ".:.!, , ,,, .. ,,, , - " "'it '" , , - I it�%�wl---,�,,� I,.., . - . I - . " .- '. , -, , I I . . I 1, . P, I ,, - , .'L... L'..' :I. -, .% . I I , . " ��-4,i 1,.. : I ,� . � . .. .,. .., -".. ,%,I:. . .. . I I .. . I � I : � � I . I .. ; . I , I .1 " .;�.`C . - :,-,.`.,..,_ :-/ -,-%_. X�l - ., .- I-�- � . - . . .; . .. .. ..I . I I . - - - , .... L . . ��._- , ,;,�, . .1-'11-71�'L,,, ,�I --�, ,.t. .�11 - _4i4) - ,. c. v 'i"i.,,-,Zz!�,.'-L - - I. I , I . .. + � .. . r";,1.'. .,,. ..It. - ..� I . + -- 'L..*- - - - �-_ .J".. .1 U4_114�1 > I '"..� " -� ic I ., It � ,�: , � . I �. I to. . . . ."'. I -,'. .. .1 . . . �m `;:. . f ., :I . . , , .. , , ,; 1t.1A.. ---,% . I Ot .-!*. '. i . _ 7 - - - Ly. &1214.4 dtA�.'�, - , , I . f -, � � .... . . .41." . . , I ,. . __,� .1 __ , - � , ;_._. , .��,.-i,,, . - �- I � - - -" . . I : .. .. I I : I . . .,_z ,-�, , U, �i .4 . ." - '.) .. .. I " .. $ ..." _: . . , it.,_�, '.,*.�,.-, - .. . . . 11 - 't��, �;, I �` �., x4i ...i 1 14"' -I . � 1`1 I 1p__�____IML�-.---4--- . ._� I+,. - .1, ..., - �� 14 , , . : :I .; I I " . - � I 1 4 1,,� i I .,. �.',.4. , . 1. . l. .. � . -i. I I .. . . '. ... . -I - �: �-- ...- '. A" . '. ... , . ..�.1 ., . .1 - . ..1 � .�;*.'.",+. . I . I . . . I, I I 1 -6;j 1 . 6, _';�G..�- �. " I � �, I - ... I .,, , ....,I I ., 1. I I I . . . , -, t"��CA."n ,'L''Kip ''! " - ,!i':*C.,....0 Z'k .. 1 ,-,"4- , . .� . , .4 , --I. ... 75�- 1�,,,i?� ..., I .."...... -�.., " � . .. . I . I. . ..- .. - , "."". " ; , .,.t�"�,-"" ! - .... . !t", - '' ;t:l; ;. I I ...... ,I,*L', , I - .�. .. . . I . . �- .. .1 '. � 4' "I. v - . ;. 1, 11 , , : , t.l�1.4 '" C,. - , . I.- Ck - ,. . fio� .I i��1'j, I ft* . , - I".,, ."� .�.I . . . . ..;.;. 'V., 1`t� -I 1. .... , , I ,.Si� ;..',i,- 'i I ; I ,.,;�p ,.. .-.*�,_. , I - . . . . :..,A .. . . I ,, , ; " - . . ,�7"._� - - . &R_I - ...�_.1. I'.' - . to" j Vr-..-.t�'.'- , , .., ,,,,, .�,,�� &,� --�- t_, 1;,-,-, I 4'.1, -1 - . I , . . . I I .. ,, . I . . . . I , �,, . ...,.,.,. :,;..:-�,"i-". . '.,.;. "; �. - . : i I 11. . . . .. , . " 15' 1 1, ; r O .. -4*..: . I—. , , " , . I. , ..- .+ . .'.1 :.-."*,: - t I ,I :,; . - -1. I I- I,I, I- . . %�,- �,, , o IF> .. ,. , '.:ot:-. � - - �-' ., . I . �, " �, "� ,., t'.�';.",' '' ,L. - .;. . - 0 " , . I , - ': .:, . . , - ... I . . . .5 I .1''. .. I..-.-�-;*Wj '. - �.,".. - � -,..:�"�.77044.'- , . �, � I I . - � ."I'..".:. ,.,.. I -,� . . ., .. I. m.l�.*vtt�- i ,, ,. ,,, . I .1�:I ,+ I ,-%,-- ,'..,.. . r ,1,",S.,:, . .. -1�A.. ". � . . I . - � 1, . to . CL ";..I.. - ., :- . . . .. "I I , I .. - , , - - I I . It . - . . .. . I �,- . �. .,:. I �-, . . . .) . , .,�", " � .... _��I I. ,.& I . . I I f **� , 11 ��,. :--,.'. ,- ,� � :"� . ;�_ '. I � , ,�Sl:, .. . " . .. � .. .. .. f�l�Zi 7l:v-`�, :o �'..�':41" ,...,Y, :, � .. 1. - , .. 1% __ .1 -1. I I .. -,.., . - . I .1 - . ?* . . ; �. . - - I ,,.t... 4. r , � ,I .LL , . .1 *:. , . K I , 4 ,, I '.-, . q . ,%ft . . I . ,. I I . I . � � lr -," J,l_i.I ,.,-; `4. ". . L.... ..I .- � ,,.-, .,... . . �. -ttol-. � . � , . I li _..1 ', * . . *4 . I .I *.' "No.ft . " L. I I _r'. � I . � I� � , I "f�*7"'."_ '. . _;__---.",.� ...'."�:L ., � . i 'I, .. ,� ..Z.,.., �.. ' '. � 4 . ... I - " , tj�;. , �t- . , I i ... ,. . � . ..1. . I .1 - it, "41"�,-* I... ; f" "- ---fo - I I � �, 1. .�lo." ' .� . , . .; i'!:,..,N..., . i. , , . . ,4 , , ";-". ,.I I . . . - . I.. i it l, . . \ *. !.. ,, ..1,4.�,M�t;,,t l 4 ,� 0 .. " .,..,; - � "o ,t.!, � � . -__ T�*iv*�� '. I . �., I ,',I", : - I I'll I , - . ... , . . . ,.,� . . J!� ,":.'.'�. to ' ' :. . .,". .. .. , .. - . �. -1:�11'11" ,., '. ,_. .-#-, 1. I I I. � . . t I 1 I. I ,%" . . . � . . ai I.13 . - , . .: ---, -- .,----, .: ! " I � . � .. . . - , .. , I . .1 .'- ".'. *'."t,I - ,. .. (t.;�::.-,I .J."I't"4.j;.-I., ..: ,. . , � � . ." I . it' . . ; I.. - ." 1. . " . . I I� -- .;, .,o' .,ft 1, �;-%�,,, .-. -,;,.. - ,-'.- . , ! ,I u -,i,_; .. ,. ! ..,, '. -,I,,:-"* . I: .. I I 11 * :. . , L,* -f6��- , �, .. � . I " ,;.,.� i f_ . . . ; I . I .: - A .r,n - �0 ., .I , .., . . - - . t , " . I - t:'� -_-�, , . � , 7 - X*.Jt�-:I -. - . .1. �., (-_� , , . .. . �-..._',,(*, . . . � .......- I . _, , " , : I I I . - .._. .1 I- � .: '� I 01 .111.�_.. - , .. . - %.. _.. , . . . . . I � I 1, - ;., -t I . .oll, I., ,:--�.�i.,- ... _:, I . . - .. '. . - - � . . .�, .tl, . ... , ., . L I ..., . �. . . I".. ,.� ... .. . ,:%, , , " . I I lof- - . . ; .. 1� .�,. -%*�-,._--, . . . . . . . , . . ' " , , '., � I. . I , .. . " .1�. 'g,,,--�-. ,-, . .�.4.,"�, . .'. � '-I ' + � .... . . - '... , . ,,,�. L � I � I - ; ." I .. . . ,_._,�-%-,"Y, �,� ."� . . I I I I � _1 .4 1 . I . I'- ,,,�?"�%-, ,;, . . �� - . I . I 1. .1 . .. �: � I., . .I � � . " I � �,".- -, . . . I .. - , . + I t."I, ,, , ,._ ,, o - , - I , .! 7.4".."4 . I . . I . -, .. . . .I . I 0 ,;I,,.. . . . , I . . I. .I I . .1 : , i ,!,.'...�, I I .� 1 4 ( �. : I * � : . ...11. . I I ., ' ,�.�, . *, . . I . � I . . +I. ... ,I 1, � " . . 4;, , �� '' 1. , .. 1 -41,�, �. . . i A . . . .--�,..L.�_-,� ,, , !-.,,- , �16.1,11:1. � .. I , , , , . , " ' - 11, I I I—- . , 1. - � ... ".... ..:+-,� � . f4moLl I. .. . I , �.11 :�' 'r-. .. " -- .. , � ...- ,1.�._-i. I.,r, -�,- :�. -I-, "It "I!� +, 'l�.' - .- .1 - . I "--, �, I I I . �-, �,,, , a . . . � . . .. X: , + . ; ... I. , 1�! . . . . ,4,- I �� * I � - -I.., ,� 11 . .1 I 7l!-Il.tl.l.11 , "" " ." "11*�, . I , o , ,- 4 t..",,11 �,.%,�...t._ ... � t . , ,,.,.. . . - - .I . . ,. , - - ... 1, . I. - . _ I ,;, " *,1+ , "" .. 1 . .. '. � '. . �:, "'�- _"!�_ _ , . . ;!,- - . . ' - �'A I , _ .- ... . , . .`.-.1 ".lit.-- . , . 4 _� ," , ., � �, 1, .",- .,,"., , j t,�..�-,* t.'+ t I ,.j.,.� . - .- . 4 . .. . :. . I .. . . . ? .f',' . :-. �.:,--, I . . . . . . .1 .� .. . " ,=T .1 11 ,.. r . -,. . . . . . ,%;'.- ,".it . . , VIM or, .. . �,!I !� ..'..1i� �,7-, . .., I . � . ., , .4 . � -I �:,, � �,.,,- .- - .L I , , . . - - . I - .. . . , I . . : . A. f ... " 'k I .. I . I M. I - � .".." k. - .. , . V .. �. . I �. , ,-, ,- I . . . I I ---C - %. . � . , ,- , __ . _,. '. " ., . w ; 1'. 1,1, . '.-�� . �+..,...4. - V,I 1, :,,�11� " i4, I". � I, . `v*_ . ,"' f .t . . ,77^Y MU... , "". IZY . . , ' , * , . I " , I , I I ,,, , . ,�"t 11 , � . , I . . .1 `�_ . 't.I;_ .. . � .:.�- "- , .i�, . - , I N I . I I I ,, I � . Ni I . 1� . : j 1!0. ,, _, ':�'..I� . ,I-..-.�� - �h �' L ".'-' . ,11.111, ... , . '. ,. ,. I � , 4, . ,., : It..,., :."-, _+1 v. . . I � .. - . `r I., 14 " 1) �1. . . - � , . . .- " " I -�1%""",� .. I t� - ! "Ol.t , - - . I` - , - - F, . � I. I 's +._!��4 . . ,� � , t . 1 . � ,� � ,_4 % ,�,,�� ,�>V, L ::L,' . . - . � - - _- - t. I t,�. - ...4',--.�.- , ... , � . , , I - I 11. .. - . . I I ,I 1� � I L_ _,�...�, ;. 1,�, .�,. .�I" !.. I - I . .1 , . . ,.,:t ,I .0 � . � ,.t, " .I .I i.11 - , I , .1 11*-,.. :� .- Z�,._, . , 1,\_ ,:.� . 0 . : .1 ,, , " � . . . . � .. �,�. + ". ,I. 'I I ,� . - : . ,;44. , ... .� �%` I. . . -� ,f , , I * - , ,� . . . I I, �C�,: , � �'?_. . _ . ,.I, ...:..;,,-. ,. I. � '.. I., :I . . . I . ',�_ _',.. .: - � , . .: .:� . lm_ .: ,- . . � . . "�' "6, 4 �%."� .i, , . . . . , .� . i - �, . . . , . . I � I.. -; I - I.V< , " '. -1 l_..,,�. ..� I - . ,I - ;,-','.�"A " , , I. -1 � ... . I. :. 11. , ... , .1 . � ,.. . I .I * ip, ! ". , � - � , ,*: , � , . , . , :��;- ., .: %1. I . I , I 1..'.,..;� , ',,� , , � . . .. . � . I .+ I ill . - � ., I . ..� I ..I , -- . I - av-1 .1, q *_� ,;�.'." . .k , ,, .- -.: I . . . I -� - . . � . , I lot - , , .� I , ". .� , .:, . . I 11 ,� .��:,,, I ,%,,", .,.'., .: 1. I .7 1 ... . ,.. . ;. . � st , .,, , , . .1 .; �I . , .1 -,.r . . . I . I � . - . . , . . ., , . . : 1, ..- . ,�" -. I �., . " ,::,fI;v I , , �I , . I I ,. ,. , ,; t�l ...I . .,i. .1 . , .I .. , , . I I � , :� . -* , - ..�..: I . . I 1. /w . . I 4 j , ., . I;, " ,.,,.; � �': , - . . , I I . . 1. . _i" .0�., .... , , 4 . _"`�* , � . .- `_� I ., . I . N, . .. I;" I .+. . .: . :N � ,;.-� , ... : : � ��A t I ; . I �. .. . .� ", (r. I � . ., . . l., ,, .. .", ;-"� , At to + **_� .1 \ , , I; . ,.. * -.'."'. . .. .,� , I :.... I . .1 . ':" ;. - I I . .-,� . . ,�,�- --__1 I . I . ", , . '.. . . .� .� t ZP , . .. . , ,. I . . ,, . � � I . _`*'� i �01�. ': ;. 1. - . . . . . �*. *. , . _, . . . . . �! �." , ,� � o: , ; 'N , . *�v . I 10 -- 1 1-111- 11_�._;.-_*4A! I - � I I . - I - f . . 1% - - ; � � . .: "�' I. \ . / . -r �, , W: lot 2& 11 � ,! . , .. . i . : -�. '. 1._ . ., � tI.I.- -,t4�-� , . I ,I- I. ,� � . I . ' '. . , C - I .. - I . I _ , . , ;,� 'W I , ,., , . i * " - - ., .. , . � ..� .1':_;_',�__ Z'�--%.- � " - t . . . . - -L . 1. . "t 17 - -A rl� I .: . - I., ", !7. , . . . I ... �.. .-I., , I. I .. 11 . . , .. a 'r�.,�I ID I 0 1 �-.!�,�.�,,,._ --..-�.:,',!'..-, ':I ,� . 1 7:1., . _1 � ,� , L � . . . -.1 ., * JZFV-C.l , - . __ � ! . .� .. I . , .. . . 1k It"* .. , .. 1 7 ,� , -.. I ,�, -.* . . . . I . ..,.. Z . I 1. . ":;,7 - -'. . . .::��' I O.J�Irk, �l I ., � "'.4, Je ", _IT, I " I, . . - :' " 'L'�- ' .' - -.1 - I . .,� N*.-\ . I r 4 , - , .. o'Zioqp..# 0 - , .;�;.� . . .. etti Timmm Wgi , . ._� .1'�� .-_ , . - �. , -. .�4�t.�_.:,�': � .:'. ...:I r� � _- i .:"' , , ., � , . I . . - '." ..� t, . .�,,46. - -- t,". ,)U �- I .�� . - .r"., .. .. 1. 1 1 4� I I. I.. . -., . . � I � + I I � , ' -1 I ,, :. I ,`� i,V, :Ic.t, .1,1 < � , .. � . - . . . , , 4e - -, � . .� . , I,,, -�:,I -, , �.I.,. - -.1 . . ; _ . , W.. :���o�,� , It, -- -- - '. , , . . , - - - � . . � ., : I, ., + . � � .: - " I 'X��"oi,` �, .. .- , ; .: I .. . . . - .�� --T+ 1-KVW FL,��,14#6,L .� :'ll.I.- 1. ,, .t , t .. _ , . . . . . . . " . So, .. i . OLVP , i�I; '... , ,:.* I . I I , I . . , . . I - � .1� .... . - " ", I- * . ._.. + Jfl�11 -.. . . .. ... * . . . , .. , "', - ":,., l,k ,I , :1 . . , . I .:, , �_,..'�. ,� ,". ._i:t :- I . .. . � :. 10-L.: I . IV:r :% . . I . 1!W- .� . ..., . 11. , 1-1- '. _ to .1: . 1. I . . . , . %, . : Act *1 �� 'L.. ". L _�,,�,, � I "I . . 'Ir .. . ... .�, ".., _. . -4- 1 7 , ., , &TUS04' A;I.w -A.VM ,&FrpzO4.' . . ,:. � . , . - - - N', ;. c, � - .. I . I I . -'. , . . . " .1,,',,.,- . . - .'I- - ". * .. . . . . .. ..". . . 1:" . *. .. - . . I I % , - ":,- �( . ..1:1 . V � . _I - .1 10 .; I . � ,,, tt. , - - I r7-1104,: .. � tt.t. .., . - ., ,.. : , , . . ..'. - "",\- ..* - :, I I . � ,. \, .�,i 1* it , �11 .: ;- � � .. . I .,--ph-tv I . . . .w��.11-".- . - _-. +. . - . . * I . .. � : - . .1 I . ,.-. % -... -;.i!;.,;;, .- , . ,..:. . I , . . I . I I . .I , . - �: - I .. . I I , I . . . . I - I . . . - I . ,.,� .. .. . . . ,�,- I . I ),a I A .,� t , . . _ -� . - 1k, .A.-e .-, - ", . � � 11 '. . . I � . I "I. . I � I. 'K. "'. "- , , ... , * . � . . . �,A." . , �e'r') �'. �' -,�,".1, , . �- ,.I.-... . C.a I I--��1 . �. ",-, - . .1 -, ... . . . . . . . . � . I . 11,� I , ", , I I, I" .,�' .. - ."v -.1 I - � . .. - , ,. 01 ,,. ., �,:�::' ,.., . . . .1 , . ., . :, ". , . - , -, . :, . ..1,. . ,... ... I . . ,- , , .. . � I I . .�., j� I,o . , ,. . ... .., .1 �1= - , 1. . +rnqp�r, � . I e . I t:�- -1 '. . . 1+ � . I . .4 1. ,:i p , .. . . ..e 4- I - - ,. . . . . . I . ,r.�� , . . 1 - I , , - . . . I . � . 1. . I -�i. .1 . . I - .. 4 �.*.rl_, o -- - I . . . I I � � . I , ;` - ---- ;.c., ; A1114.t. .6 . � � 1. I. , I %... . I. ��� - .,:.�-....J. I I . .. 1, . I ,I . I . , .:-.. ,:, ., . I�..,I . " - , . . , .. . .. .1 . .1 . . I . . . . * . 1 i . ... ., , I ,,, + , ..��, ��o.;., .. - - ,I lou - .. - � . . I . . � . 4�kt�, ' ,. , "I . . . , . , �4'." , I .I . I . � '.", ,,.;,`_ .. "' , , ,1 ,, .!�. * C-1 'Vill, . . . . 'L .. , - - ..'.. 1. 6 . :4, , * � , ;.- -- - j .��_.,.."��. - . . . I 1 -'4� , 0 , , , .: .. 1.- . . . . I . : I , I & , ,,,+ , t ,-l'.., *42, , . I. , � ,�.z!'.1, I �, . I . I I �.. - . . I . . . , i . . .: I . ..*,,':, ,�),, , . . - . ., . " . I . . .: . . ! - , ,"1401�I ,.�, . .1 I .. . . . ..- ,: .I.';",,.t , � - % I I . . 1 : l . ,i"!,i. , -"i. . .t," � - 1 I . i I . , �I:;�.... I. .. I. I I . " . \-...I,.'1 I...,`It� � , I - r.'.":,,�, " I..,'. , ". ,�, -1 . I I I ..I-1 , . �. . . , . �.;,�;�� . "*, , , ; . . I � .. . I . . \ ..I .% . . - � .1,..I t I �..� - - - .- -- - , .. . . 1. �� � � , . - ,_,.�,_ I OPO _ .:.,�:, �V. � . , , " or. I ... t:,�,,:��;-,�,.. . � I I .� '.- - .", ^ - '. . I . I . I . �'. " .. . . I I - tL �. I . . . . . � . . � . . I .( . r :-I��"`- .�,, - - : r . . I I . , . , . , . I . . I . . 4 1 1 . .1. I. I . . "-, #, -, .� . I j., . , . . . I . ,� I . . . _7'�� .1 1-:,..� -1 ': ,.. . ��.. ,c" .. , I. . . , "" - , ", , . ,. . ) - I . �. . . 11. " % ''* 1. ; ;,, ! ,- , . " '*. " V , ,--�;��ff,."�, . -,I.,-_-.1",� . I I .. , . 'I , I � � '. . � 1.I .: . , ,) -': " . , i . . I q- . I.., . i .,,:.*17,�i -I I " �. .. . . I � . I .. I . . . " ; .. ..I': . I I I � zr - . . I � + . � . . �. - a I '. ., � ... ... . . . . - ,; - - . . 1 . -,. i 11 �! .%.0�,' 4.*," ,g,"� ,� j �- . � . I . � . : . . ..,:., -, . . ".m um I . ,,,_1�- �- " '.'4,,�,- !*'.,� . I li , . .., . �, � ; . I I . .� . I . . . - I - '_ . . I -sit,mio,,e.� . � ,0000�* ,_ ," I ,I __ . - .. : .. . I I I I I * �, . "T: ,. .. , . I ,1� . , .., , _,_ ,_ . ; . . : ... �,. .. ; . � � .I ., , .. ..- -. .. 11 1. .. . ... . '4, , - - . -�- .�'":..., I . I I . .� 1 I....14.1 . . : - . ..,,I - ` - J,!,7.,�.. .+,, � '. . ,;�,'�'��* . ���� 4 . ..i ! 3 . ,, I . : -ti, , �t; ",": 'I'-- , .�1. I .., , . - - .. - I . . . . I .. \ -..;1 I - - , . o (T� . ! / , � , I .. . . � I.� : � I I 1. " -'�'.., I I . '. .. I . . \, .� - � I � i fz).. . L� , .1 �*!. , . . . . . � . - , I . . . I ,, , ". . I ". . . ,:_�_.",.I"., :!._,-: ' "' : � , . . , � 1. A-!t�ol:f. . . .ir . ,v , , .I .. I 1 4 � . , I. - . ,;... I - I , I . ' I Ilt� ,I I I., .. :,.. ., I , , . � ":f.-; .I . - _4.ftoll' jlt� ��-,,-Xmp_�...1:1 i'.., , � t, I.1�.. I . , I. I . . ..., .:� .1, ,� , _. I . I I � � , � ,I ,. - . . . .� . 'It'r" - � .. . 4 + : .. .� - t.. �'. , _"- , . � . , �i4; , . ,., , . . I . . �&)dgr - . - . . . I . ;_�t`!` I...-� - I . ., �.. I� ,", ,".% �.. , ".1. 1�� 11 , - . I I � __`1\'._ 1 ,11 �' , I 4i""*. - , , ? , , � 7 ., , - `7.." �.....1, -L:" " '.I:, I . . ,00� *�' I �!' ,. � .1 , . , ... I I .. .. I .. ., I - .1 : �4' � , . � . -r - : :_ , , . "' . � .� '., . , , . \ "Ill/ . .�!- �%. . I; I - , ��I., � - . .I . . .. I . , . . .,I . 1 4 .,;� ,I.:!, I. .,.,� . ,.:, I I" , I. I + I . .. I , ..".., ", .. 1.1, r.�.,�,$!"�i'1 4,.PIN 0 ". , , . 't .. .A . . . . , ,,,,, ,., , - , . � .1 . ! " .,t. 1.. . .. .. . . . . . � !\ ___.-..-A , - . - I".,. � ., , �, ;,��..,,.: � � ..., I . . . . . ." , , , �,; *. I , I.- I .. I . : I . .. 1. -0 . I . . . ., . i. . � , .; : .." . -.L4,� , ,.. , , .P. , . rl., : ,t . , . + . . : . . .. . .0� .it - -�-. .", I.' .. , . .. loe r ,, ;!, , . . I .. . . . , . I . I" �. . I . I I . � I . . . '! ." . : '.; . . , I I. . �, , i -, ,, , , . . : :, - . t I . � . .+I. . .. . l . 1. . L . � . � %.., - I.. . .,.. .I. I - I . - . . ., . . . . . . .. .I :.. ,f� .,�;., 1. . I - ".I., .- � , ,%. :,, I.- ., . . , .1 . . .. . . I . . . -,__�.. ,. � .I . -1. I , ..,,1, --- .�.Vo., I �.-1 �,'._L2 6 - . _ ___I I ": " ..". ,.,� . . j , . ,_,, ,I ;.. I � � 6du 4 ,,, . , it - ,�, - , . * / : . -.- , .. -%e ,, 1- - --- -,,.j., . �- , . . � . I . . I . . I. - 1. . \ . � I - .. .. . .. . 1� _�. � -� , 1 7 q , !�- � '. : . .� , . . ,� ".. .. ,.1 . a . I Al . . , , ...+ .. � . . - 't . . ... . . :. �� '. , .: ,; i 0 1:. .* ,,, .:� . I . .illo,,.'�* ' '' L ' ' / ** . . . .. , , .;,:"..,� . ... . .. l. . 01� � I � .. , . . . .. . .. . . . .. . .. I _ : .-�- .1 . . .'.. I . � .� � : . .I ; C . . , , . . . . � I .., : 00 I . : . " .".. , , " �I I � -- I , . . I . V -.,-I.-, _____ .11 I I ,, . . . . . � . . I I . " , . + . . ,, . . � I . I . - .I .1:. I . I . . . . . . \ , I � d lol�__,.'o� I I . Z - , ..\, , � " I� .. . I . - I - , � .. , 4 . � .I 1,111 I � . 1, . I � 1, I' ..p.�,., ,% o---, . - I I . . w ..: ,. +,,, . ..t I. k, .1 - __ -1 - . :.,+��:.f,t .," , 1+ 1 . . ".,:. . - . . . . I.1 . I .. � . � �, t .. :,- , . ; . + .I.� �i, - 11 . .*., 4 �1. ., .. . . ,, I �� I� I -.-"i ,"ol--�/ I . . . .1 1. . : .". . I ; . _It . .-, ., . . . ... � . .� ,I .11 Z�. ... I I ... 1.1.. o I . , . .0 I � . .;. .... . . . . '. to"l 1 . . .4. � � I I 11 ."; . I � . I e. I , � ..'. ; " . I .. . " , . . I . I I� . I � I . I . ,� ' *:' .1 :� . , I .1--� . - . , - I - ", , .. 1. .. . . � - I : , , � I � . . �. . I : . I � � . .. � � . - '. - %I -1.. .; _ ..%, '�-. . . I .. . . I . I .� . '1� i , ., . . .. . . I .., . . I I . . . .. . '. 1. I � 1.1, I . . , .. '.r, �, . . -11 ��... . . . I . . . 1: .. , � ,I.: ,:,"� . '. ..� .. 't,. :__1 , �..,- 1. .., �..... . . : . I r L � �. . - . . ......*-'Z�___�. _�I . , , I ..;.- - , I I. I I � . I ::- .. I . : . I I I I . . �, I . - .� . . 1. . I -, .. . 1, . . .: + 1. 4, . . , �,.,"' * , . I. .. . . . 't. � - . I . . .I . ., .1 ,..'' 11-1 � -, - . t ..- , " . I I . . �.� I . . . .�. . I �� I .. : .a. 1, I I . o.: L�. , .�., , . . Ill...., L .. . . + r . . . I . . . . . . L . . . � I .. ,, % , I I .. ..-I � . . . , '. : 't � . 9 I , i.41 . .4�l �t': �.. ...i.I - I :. . . 1, m . ., , , I , .. �. . .. . I .. ,.00 � - I . I - . �. , . , " ' , , . ., .:t.�! , : ,, .:. . . . . - . . .. �. . . :� ��� � .-. !. -.11 . ., . � , . . . I .- I � .. . . L, . . $. � _t .1. .. I I , I L � �. I . . � I - . - . . I .. . . . + * * . . .. . I � I I . ..� � " +Ii;��, .: .1 . . I �. I. , , . � . . .- 'll -.. -�,. ., 11`��o�111 . - - .� . , .. I . 1.. . . I , . . . . \ +I . � . ;... ;� .1 1.\ .�. 1, . , , I N - .. � I .. . I I . , 11 - . . . .. ; . I .. . . , � . . . 1, , . . I . . . ; , -L.'' ;A , . . ,. � N I .. , . . I . . . ., - . .. I I , . .I . . . - I, - ,, � . . , . .. . . I I . . . I .I . eLios-I I 4wy�i'ov:..1 .,;I . '&..t s . , ,i.,� , .I , � I- I ""'.__1 . . I . ... I � . I ,I. :.: ..",,�.. I . . ;-+. - ;.: I t,. . I .. � ''., t. .11 \ .. 1 1 ,+ , . , I .: , , , ... . ; :.,-1. . . � I ,t". . ,. ;,X r� . . 0110;;L .�� - ; - ; -eo - : - , ! - I ; . I . , . . . I . . .. I - - + .: I , . . .. .1 I I I . I ; .. ... '� , . . *I . . � . .1. I . I 11 .. ., . - 1. . , I . . . . * � I . . I I � . ., 1. I . . .;. I , . � t .1 . �11 . I . I - I . I . I . . I _ - . I . .. - ... ! '? - - . . .. .. . 1. . .. . ..... . '. . .'L � . + I . . ...,., i .. . . , I t. . ! '. I I .1 I . I I . I I � I I - . I I .1 . . I . . . I . . I \ es,- .. - % l �_.. !" . ,* . I - �1111111111�I l,o��,,,�.�.- .. .. . ,�:. , . . I, .. 1. . t i, .. I 1 , I :.-, , ,- -- - : . . . . I " t, ,-�' . I � . . . , * , ,_ , ", .. � I . � �. 1. '. . �"; I I . . � , _ ,, * " I I . 1, . . .. + , . . . . 1. . I .I . _ <1 I ,� . . . I . . �� -, . . I I I ,� .. I. I i;� ., . .�ilk, ... I- . 1. , ,. , - . ... .�,. I I I. . . . . . I NE 4 : , I �.- I I I . I 11 . I : '..,., '' ' . . 1,�,,-,;;,-- -.----------��.+ -� - I .. I . . I � . . . - *'reldr.�,w . - L ., I .. � . 1 . 1 . .,I:7711*-------�-.'--.. __ - .. i . m , , . ,, , at a "I'll" . . . � I . � ___ - . I . . I � � .1 . � _.I '"wt-q- , - �PL b?1CL-i� P-V.,.-,�,, . . . I I .1. , it"... "_�7 1 .r' _...� ---, :,i;; - . - , WiTmi . .. ! I '1� I 01 I 'N�.Al_ .1 . 1 "' '. X. . . , :. . . . . I .t ._ . : I , I Z, *,.., 1. . . , . . I . \ _ � ' ... I . . . 11 , . . . I I ''... . - I , I % . I . � 1. .. I . � . . � I .�,,. �. ._ I 11 . , , . I . . . . �. . .. .. - . *1'.1+ '. IV It . .1 . j : � . .. p . . . -. : . . . ... �I I .. . . . Nol�, 117 _ I L' , . - I - . . I . .. I I \: " , 'N' -.y... ___ L "'""" 22 - , �_ , . . . . �. _ � �.I \, \ . .. � , I 11 P I - 'I, , I I . - 7Z7��.=_=-.�_ '-- k I \ - . � ^ I I � . ' ' I .., .11 ... �. I .1 � - I 1. I . . . .. . I I I I . I . . ... ... I .. - x I , . 1 .. I . I _V1. . , , . � � . - - . ��� . '5trovferm r . . _ :_ . N<'. .. I.. 0,01,&I I gp�,dry . I ir - et_ - . : . . . - . . I .. . . �. I � I , - __ _'l- r-v-7:�M,-- I . -, . .+ . , . . . . : - . � \ � N -, , ,W.,..*. . - ;."!,I,.�-_.o,� .�_�= liq 1!!�4 e 1 . , . . I I . .. I . I % N I. . � I .. .ry� , 1_%..r-__1F___-- _1.-� I , - ! 11 . 1. I.. . . * . I V ,� A .N. . . . - 1. . C,L t6km, � . .. - - . . 1 ."O,O"-;Z"�,:;:,t".;�.4��,PA*ie7z-- - m";;,4* � - . I . .. 1. . I I . . + N, . . � � .1 . . I I ,.� i .. - , . - X_ . . M. - .. ." . .. I .r&ws + . ;. . . . � . . I , , � I . 1. wr - I . I I I I . ; . . . I I I . I .1 � _W=:� , , . ., . : . I ... . I I �. ; . . ... - . + .. 1 17-fte) 1 ; I '. I .. I .J . .1 � I . . I . � ; m +. . I . . . I . . . . �_\. ;1, . . I . . , . .. . . -1, I . I . . . . I � .- .\1 \ \\." t, . . � .... I.. . I � I - I . I . I .+I . I,r I .. .. , -- , : " , I � , I .+ I .,11 - . 1061 1646" � * . .1 41d4 . . I 1� �, . . .. . . : . .l,. . � - . .. -, ... - .: .. �., , * .I ... . .. . - I - . � . � .. . I . . . . . I . I ; . .. . . � �111. . . . , . . . I .: ., w ; .., . . . . �:, ;' - 11,. ":,L ! I I . - I . � . , I � , . . . + . . , I . . I . . . . ,t :. . . I . �. 1. I � � . . �. 1. . . .1 . .1 . . I . . . . . . � I � .. -.... -..- � . : " , :,i , . . + . I , , I ..; I , - *, , !-� , , :,�' I ,��, '.. I .1 - . . ..'', , �. I I I .. _� I'' - . '. . . I '' t� .. . �': .: , . . . . I . . . I .1 . I . . I .qt . . . � . : . 11 I . . - _1 . ,--,, ,�...t..-:, �1;I \\t S, , ;1' , . _ . 1, N . I , .. , , . -�') V. I ;- .. -�, ,-- ,., , I . . . . .. .: .. , , O .. 11 , " ,4: . I .� I .. I ...I . . , I I , I � .- . . , . .. . .I . . ... I I ., ..I �. . . . .,.. . . �I: �.. .. . .., �,. .. � _ . I �. I . I . - . ... . .I . . I 't I I . . , �. " . . r . 4*1 1 1 � J7.-� .. �� , I I I I I+1 I . I I . I.,.. -I -v - I..', �j I ; I I . . + I i: -.� \ - . .. . .. : . .1.".+-, , r. I . I . . . . I I ? , . - 4 , , * I . . � . ,. . . " , . - , I . I . 1. . -.I � � . - � . . . *.1 " . . . : - .I �.+ .. " '. . I I . ... .�., "*" . . . . . I . .. I �...,.:.. . I . .. I - ;. ., . � .., . .; I . . .1 '. - � ., , 11 . - - . .� I . . I . . . . I . . . . 1. . , .I ; : I . . I . . I. ... - ,.. I \ . -. . "�: .. . r, . � . I I . � �....,: . I .: I . � . I I . . . . I . . . I I ,. :, '.' . . .,t, : -J ,.' * - � *L I 11 . . I.. . . -...,,,- -- - � . . ... I -.. ., - .I .. � . . � -. - + !�:. . I , . . ."D- .. . a L"' , � .." I I . I .. 1. I I . , I I . . 1 . I . 1, *,.,� . , .. ,"I L* ' '� ,, .". . I .1, . I I .I .I . 11. . -, . � ... L I ...., '�: -;� ': . . .. . � . I . . . � , ... I ,, t* . ,.. * ;p . I I . . _� 1. I . ,... ., ,. v " . c.:,:" - ,� , ,c,'T,''.L' , � ... , 'm . 1. . . I I I . . . _1 . '. . . - . . I �. . ��''.+ .,�... . , . . ., ... I , , . ... , . . , ; ., \ I - �4 I : ,., �' I . , L I .;llz`�Asvm : : C . I , . � . ... . . �. .4 V .,w I % . ., . . . . I I I ... . . .. I J. .� . , I . . ..�\. . . . .1 . .... ��, ..:.. ,: .I .11, .1 I � .1. . .1 . It', 'i . . I . ... - I , .. -I.. � I . . . . - I. � . : ,* ' ' I + . �,. � . �, 1, . . ". , . .� . ,. . .*,t ... I I . I . . . .1 . . , , I . . ". � I � I I . � . . " , � . . . . I , . , , , ; . I - . .. � ,�. �.I.. . , ., . I . I . I + . . , , . ..".! , . . , , _. . 1 1 �: .I .I . , . . � -�� . , ., . I . . . . I , , " , " , I . . . 'i ' ' , . .. . . I 1. I - �, , _ . .11 . . . .; , , , I . I . . . . , , . - - W-VIO. "TI(OWIM .10 I 1. .. " o. I I , . - . .:.. :- . , , , 1. q . . I , .. 4- , 11".!�. I . + . , t m , 4- *41 . .� , I I I . � I . . 1 . ''.. , , at - If� ,". , " .. -2 ... '1 - � . .. I . I .:1 1. . ., I -. ,� ", l :- I% 1 - . . . ,�. ", 11 I - ,1-ti: � . ., . �,,, . , .", f '':' '.. .*�I I. ,,,-Sr, ,&,q1&;4 � . �. I I . . . . It ,�, . . . : . .., .. - . . , . . . . . - . . I . . 1. , , ", ,. . . . 1. .. " I- , .. , ,1� , I , q I., �,' � . . .'' I , . ..1 _ � I I I - I . . , , , : 1.� _� � , . - � . .. I 1. . dy :L..'..., : . I . . . 11 .. : .,.,.., � � . I ,� . . I .1. I . � ... 1. . �., I ` ** " 'A . .1 , :, . .1 I .�& . I . +ct. . .�", . . o - I 1 � �� , � . 'I �-:�I I . . I. � . , - ','.;. I.. � . , . - . �, .-.- . . j+.' I , I , I ,�!.. I . I I I , �. . 1. I . . . . ;, .. . I . . - I . % - .". I. , . I. . 1*, ... ,". � I I . .. W, .. 0 . . , - .. .. I . I 1. : '. .. 1. I , . �, ,, . ..I . . ..+. '. + .1 - I 1: . . . I . .. . I . ., ". ... I .. . t: * . .- . .". ..I ".. . �. :. . . . ". . . , IC.- . . _v. �" - �, � .. . � -. , ". , .: - - , I .— ..§. I I '. . . .,:;:. �': I , , " , 4: r. .. . ! ... ; '.. , . *";.__-_1* I. : -, 'I -. ., . . . �" ..:,.:.- .1 I �e, . .. :. , v .,. . , , I . 4 . . . I ,,,*w ". . , 1, . .:� , I .1. . . . ,� I . . - �_ .. .. ; . .I...., I . . .� . .. � .�' � � : , ., t .�,. . , I" t + .�'t, ,.', , I . - - �_ , , �- ", .. , , 7 . ' ' I I . . .. . . i I., �1. .'I. 71, . .. .:I . � � I I 1 . . . - ... , . . �, . F'.1. ..: +,,'.." 4.'.. � .. . .. . . . I - ; . � , . . � ..I - .. -, I i .,., ,. . . . C,� .�.'.. '! .. ,..I:.,,- , . . . : t +� �: '.-1, .,- ...� , . . . . . :, .d., i. , , . I . . . .. ` I ,� � + . � . I I � I , . I '. .. I �..! � .. � ,. .�. ,.. .I- . , , I..;.l... '!11 �. I . I . -I. . ., . . . . , . . I . 1!�i:.�, ..�.,+ ,!to , .;..�.. .-711 I.- . . . . . 1., . . . " . 1: . Y. j I . I , ,,f� ., . . . ... . I I . I - , I . . . . 1 , * . * I ..t._ . i._. ..�. .. . I � -W& I- . , .. , . I I . . , , ,� ,, , I I I I , .- I . .. I ,,. .� - - r,it, .%, I 1. . ,.�.,..'. .-f I I - . .-,t.� . . . ,4 �.: : '. 1. 4A - . + . . . I . I I, � , 4.. � ,., t� . * , . . . I ..: � , 1, �, . .. I �. . ....... .�" . . I " - I . . .I, . ,It + - ,, - " , - -- - . . . - , I . , - , I , ,i ,'a * 0 .I:,". . ,- . - - . � to - , .."�.; .. + I I . . . . .. tc� � I 11_:��,. .. ,%. .�!, . V. 7'' 7 �. ' . . . . I .. m � 1 . . . . , . ____1 I . . - .. .. .. I . . � , . � .. 43 � ". �! . % ..: � . . : :, .., � -\N-..,I .� �' . : . . I,-,,, - I W :. . . ., �'. I, '. . - , .. . . . I . . . ..., I . ". . O, - ," .. X I � . . '. . ." . . 1 I . .... I.' +' r , . 4 '... .:, I . . P .. to- .1 . I , .1 I *" . ." I .,t . . � . . . . I, ". . I I . . 't. - - - I . I .1 I . . 11 . ,� � I , � � ;,. I . , ,;� .. - �. �Z .. . . I � . . , , I � .,+ , , -, , 11 I i , , L t, . ,. . I I I I. . � I ... . . t, .. . . , - - I . ;..I , - t, t. 1 1,��.4 40a, � �." , '. � �i`i..-'I t:. '....:l I :, " , .. . , I , . � " .. .� I . I t . . ".. . , " .. .&. ,��. ,� : :�:. -".�to , , ': ': I 1,1 . . ,t _., * , '.- , : I . ! . ... .t 'e. ,-.r ... , , . - . ... . . . , '* 4- ., ,, - I . . . � , . . . - I , ..1. . . ." - �- ';. I : ", - .t. . - �' * ", - - . . - - . .1 . .A . , , , , L . . . .. . : � � , , 1,; * 5: -- , 'I, - .� . ,. . I 't.11 I . . . , � .� . OR .. � , .� . - . zI.,- . +I . . I . , ... . .. - . , ..'' ... . . , �'. . - :''. .� , . . ., _ .", ', , , - - - .. i� , ! �,!� y + ." . . ,,, . � , .- . . r . �. I , , . ; ...�� �, . I . . I . . . ... .. �... . . - 1. . I . I . . . � . I I -, . . , " .1 . - , .� . : ., . 11 ,;.I ol �1. ,;�"1�1.1.i,.:,? -.", . . ,1. ". - ,-+ ... I I � ..� I I I I . . .1 . . . %�� I � - - ..I i.. . . .. .I 1.�...,., . . , I . . � ., I, 1. .. .. :� , 'I , 1, , , , . I :� . . . . , , , �:, � !' ' .., , , IN- . , 7 L � I � . , . .. I , ,, . : .., .. �- . , " .. : ' ' ; .' ,-�,f-;�-'..,%.� �.,�..,!`,, , . I I I . . ." ���� . , , I t., 7 ". � .W . I , . . . , L., .- ,� .. I' --�_, - ...t., . , . . \ " : - I. � - _ � .,.., . ,\_,".. .11� , � , I I I ., . \ , , lyod i, ,,, tt ;1t .1 � . I � �. ! � - �, - '. . , - , .: �',,", . - .1 I I � . . ., . �.. , . w . � , . ,_.�.' I I * * : . � . .. . .1 .. .. . � . , . " � _1 ...I I '. . '. , , , �� I .'. . I I. ". .. . � . * , , , .. , , - - , . , , , - 1 I ;. - I � I . . ,. . ., . 1. � � + - ., . I 1, . ' '. - . , . ",r. ''-',,- -" . . I - . . I . , ' '. . 4'. .. , . . t � I , �% �.. ..'.�_ �� I I . - , : : - , . .., 11 I., . . .1 . . t. i., .�. . : . .. , I .� . . : "' ' :�.. ,* .�. ;.,:,:,. , ":.., � , - _-,-S, , - ' ..., ., ". '-*' .- I..".- * W�, -.. ,. , , . I . .... I . I . :.. .,,� 1. ...., . 1 . '. 1. , I . .�,.". ;,.*.*. .. , I . , . ;.I- .I- .. ::: + . . *1 .1 . .: , �4;: , ,..�. ,.. , . ... I+ .� . . . .. '. � . . , *tU*,!tz4rC_t4 - p . . ,� ilr I . . i .: .- , � . .I .. . . 1. . . * ; � . , I - . . I . . .. : . , 90 -,P_-0*toi . .. . , *., , - I � I '. _t '' .. , , . . . . . " ,, �I. .. I " -v': .. ., ,i � L . : . , �.-.It.. ,--.,. �, � .. .. . I , - .�: I . I r . . . . . . 1 I .. ,;: .. ,!,!�, . . � I � - -ol . :: ."', - �_` I . , . � ,.�!: ,' . ', p -- - -- I . I . 11 I . . I . � ,.. : 1., " �. , :, 5� . , , I �, '. .,� - - , . , *"I : . , , � . ,:.t,t�, . . I . '. . I ' . :, . . \ . I .. , . . . . . . . I _ , ..."L �: , -�.. , . . . . I . , . I I . . . I - ,,, - .'Ir.ir . lz:e � ., . ,.+,..., . � I . 1. I . +.� . .. -- '.�...111 ,�.� ... . , r ; . .. . . �. - ., . . L ...., � - '. . . .,- �. " . % . I * . . . , . . v�, , '' .� ,-'-c.." - It' _, -- - - 1 . � I;... ...1. .,i. .. .1 I . I . .. . . I �'.. . . . . . 1. ; � , .. . ;'f:"�`�-'_ .. ; . . . . ,,�- - . . . it:, ., , . . , . - . * � `�� . .. , ,. ;.- ..:: " '. - . - : . � . I.' 'A ,4 .. . � I . . - , I . ,. . � * .. .1 . I I . . .,. - , .1,4 . . . .. I . I . . - I - . , . . L . .. I'll . 1, - . J, �'. ... :-, . . + I 11 .. , . . " _,. . . ".. . � . . . - .", ..�'..� ,!,."r :-: I .,�. . � . � I - -11. . I I , ..., . . . . .. . . �,;. ,, it. .'-.�,,,- . I . . . . . .. . 4 '. I . . � . .1 .. * 1"... �_ , , . , . . . - ; ,. '%:- " , ,,"', , *. . .: , , .. . .,� . � I ,., ,I. . I . I .. ., I � . . . :_:7,:,i.:,,i':,� I ",� "�, . Ll� �\. I I- . ..p.1. 1%.. .r. " i � ,� ,+ . � . , . L I , . I �I ... . I .. . - . . � , I . .,�.N< � , ,. . ,I , I. 1. . � - .% .. . , .L , . " : . - :..,; , ,, . ,. . . .. ".. , \ , . . , . , ..�� 'i":i" , , . . . . �� ., . ,.. I . , �. � , ; :�. . .. .ct , .,� '-: , p. * - �, � ,! , , , , t, �. '11 - I I � . I.. . . . _f .'' ,'. .."..-�* , I""*.�_ " ", .�.:, . ... 1. .�1, I . ..? . . . .. I .. ,.i. . I . q - � ,.. , �..1;4'�"I I I .. 4. .., ,- . . � . . . .. . . . , �; , . , ., * ; I , i-� ..i I t I . . , I . . :- "ta , .. , � .. ...,I I � .. : �" , , . . . ... �:. A . , + _ ,. . I '.I - " l, . . .. . ... : �� �, , I . . ... . . I � . � 4,.,"..""-;,� . . .+ I ; S:T, �: . ' _;I, . , . . . . .. I � ,: ., � 1;*., 1";"�' .I -I r. '' , .. .;6 - , '. , % ,_'", .;, � , . I .1 �, , IN, . - I I. + I- ,,-, � . 1. - . .1 �t4. ; , "I:. ,,+4. _1� - .. . :" ....",. --..!..�, , I , , ",�T.'-p,-� I ..tl � i-, , . ' � - - , * . I.+: ,I-"! . v ' "' ' 4 ;+;:"I I ., I .I . + 'O . - ii, " � - ... .." , , . . .. o�, I+ ': �.. .,. . I I.�_. ...._- . . I -,,. .,--".,.; . ! : - I . 1�1. I ."",,t!.., -',7.. r ".� ., , - ., I - . . . I.. . . , . . I . .I . ,� "" li'-w 0 "I . .," ;..�..."4' ..� :� - �, .�. 4%' "' c ,.. -l ��%�,.,- - , 1. 'i . " t, - I . . I . � . . � , ... . .. ;%, . , ,:_,."�,it, Ir"'. .; ��:,4"�. - . ., . .I. . . I . . I .: . .. I � . I 11 ,I - -, �. ., .,. I .- I ,:-. ) .. . �.. I , ! ., . � , .. . .1 . ,.� . .7'.. , ,:; �:. - �..,., . " .; .. . � ....., . . t , 1, ; , . 1... - . . , .!.I , I, , � " ..,� ".I. , 17." -* "� , . ..,. . " " , *�' -.�,.. .. 1.� ,�, "' 1. � .6., I .::, '. ..- ". ". .", . - .. . . ,, . ,3 1,o,.,. .. ;�,� I. . .1 I. . .. I .I I I.��.��-I.. ]�..I - , . � . . .1 , � . .. ...... . . ;.'_'r.,I'l" . � ., , I I . .. . . . * � , , . " -^-, - , '. - - ", - . . I . . . . I .. 1. I . . 1. - I. . `� 11. - , .t � . ",. -�, :-! I . - -.., . - 1* - :.�- . : -.:, �-�. .( ., . , , . - , - - .1. -.. . . , -- .;:. , ... �. ....� , i -, i�-.�.-i--..,,*, . ._ . . . " I .. ,4, ."', ,%,,� � .. .4 l. . �. -*1 ,I,��,., ;,07 , � .", : . . . ' L . . . . I I . .: ., , , - , '.,,.��,;: . . c._. ,-,�� -1, , . ;. I I , .:. . ., . . : I I . . ;. . I . , . .. � . � . ", I . . I ., � . . " I p _� 4. .0 I� �I I " ,; : .: � � -,:, ,...-". , - , ,.,.1-1 v . _ .r '.. , .-,�'.. . t . I .Of" .to __ . . ,.,. I , . __ . - . . .. I '-'-., O-:,,,, ."o-ti . . ,� I, - * 1. * _� "'' , �. '. � I-+ . I I I" . .. ...'�I',.. �.- It I 4. � . - � ; , �J_ .,.�,, - -,1 .., �!�- -:;� lc�:-,�:.,-, +7 ":I, ,.. . �, I ;.,:,. I!, .. . � . . � I I I . . . �I . � C " " � : - �,- . ."-t, ., ..: - ,- - .; �.-'.K., .11 "I, I . �;,. . L " ,t-.,��,__, '. � , .1� . . . . I .. � , .�, .�, , ,1`: , \ I . . I - .. .?� '.. ;.; '. t* . . . I . . . . , . .I .. �1.. .: :f�'�. � . �,- -': .. " , 11 ��'.1 I .1 L .. .. . ,�� _; . I 1. .= . . I . .. . .... , - . " ,,..�� ,.� .. * + �* ., � .��'.., ,,-tt - - - � 1. � , - - -, " 1. . 1. . , q . ; - - .-,I : . . +, . . I -* , , - , , . � ":, to;.: .;''- _ .-, .%`.5 + .., , 1. . .%� �` '. - %-- ,.,,.., . . . . , , , .. Ot * ** ., . . - . - . I.- , . , t . :I I . - � , - . I I . � . .t �j , . . . . . , . .i ..',-*' . , ,., , � , � a ,. :,),_) - ,.! :." � ,: . - '.. , , - , , I�..� : . 1. � - 11,.. . ,.. , . +; . .; I - . .I. . .. . . . . . . . ., t .? ..\ -- ,, , ,,.i,l , _ ., I. . I - --- .* . . I . ;- -. ,� - .. ,:. " Y I .. ,: �.,.,.' . . .- -1 - , .; I . '. 0. -?r. _. . , I .. .- I . I L � � . ,�,�, .. :7 - , . ... , . , .I ... : , .. ..i,1. . .� . .. . . 1. . .� . ,.. .. . . .;1.�.. . .", o � �. . . " . � .�I.I._ � � . ,- :. ., .'.'L .�, . I .;.. .. .4. 1. .,.. " . , .A..; 1..I.. .�Iz ", � , .1 . .. . , - I ,� , . � . , , , .. . , ., .,- , 1""" '4' . . . . .., . .I . � . . . . . I m I . I .�. . � , * . .� " .. . � , , - r I � ..., . ,.!io� C.,,. , . - .I.. :*1�,'_. �,'. . . .. . . .,�'. . .� 1. . I '. , ,� -, . " I m . . ;: ._, �.'),,, I. .I �. . . .. ,� .� , . . . . - - - '!_. � .r t', IV �;, , , ,.',..., -,l .,., ,, , , �. . . . _�, . .I � , , . , . . , ` " . .. ,"V,,A,-,%' :. . ,i "_ * , I .. . '.. .. .. , . , - ��, :1�:�; . . . �, . . . ... . ,. . .. . . I t .1 . -� I- . + '.,'&- ,,�',,�� .! .,� , If# . . . -...,i, , ,�-! _ ,.:�, . - t, ; . � - I , .. I . $, . . . 'I., . . . + . . ,. .: .. , . �:..�t ,_`, - ;,.! .:..,; , I - , :. .. - I , + I -11 . - " . . ",, i. 'i,;;-' . ',-, , ! , � : - ,-;, -- *, �.F � , . .:; , 'A..,:. . . ,, �It . , . "I . . ,, t . .I � ,." ,. "-, :Y,I :, "d) -- ., , . . . . I I - : ;I .. . . . , '. . q I I - . , . , . , . ,I : " ,,.. ., . I � ` . � _ I. . . .� " .. . � , � , , i , F �. - ,., .. � ,�, I � I I ., .. . � .. . .I '. " - .. . I . � .I � .. . . ..., .. , .\ , �. . I . I ..1 . . I _ . ...1. 1, - 1. ..-I ... ..- . - " I : . �'. a, . I _, 1. � , + . . ,;..t, . . * ;,i,'"I.. _ ". I . � I .- .. I -": , . .k, -1�t .t. ,,_ . .. I . '. ,- . . I - I , . I I . '. 11,I., "'Io . � . . I I . 1.!,, . . . 7- . -.-� . + . �I . .. A l I '_ i"t , .I... I I "- �.:'.': - ,J%f ."''! .'..", ..,I ,. .. . i.*+ . � . +I ... . ; ,�:,.,.r.I ." ,; ";, . - . , . � a;,., ,, � ,. , . .. ,I , � i I I. . , . . . , , . ., , , . . ,I , - . -.7 ..!,,+_11�- 1. I . I - I I 7 . . . , � . � .., . . . "'"I I . . ,��,x t�-"..'-, . . . I . I - I �.�. I .;�",�,, . .. � , t ,:. ,�, " _.ro, 7 I . I .I .. . . _ , .0 , , I �.; ..1� .. + -1 �. . %,., . ..11. I .. . . %41 I . " , . - . . . . . . . .,.. I I I . . . . ... , * " , ,'* -, : I '.,*,-'. `e',,,7;,;,m . ...... 14-t 1.-L.�,�.�. �.j" - , , '.1,� . -. � . .�.,1.,..: - , 'i.�-" � �z - tt - - , . . 7. .I I - -11�. I .. -- '?i,,- :... �T; ..''. -�, -!' "',., -:, . .1 1. , .1 . .. :, - - -� - . . . I.I� '. .4., .;% ..1.,1. .,_.�, le I . _-.-.-"-,.. .:: .:" . . , , , 'i-,.,,,i-.- � 4. . I a " I I - I . I. . . . *' . I. , t ...�. ,, I.. '.I, . . . . . . . , * , I . :I I . ..�--i �I ,.: A In , , , C - . - ,� , .. . , .., � I . I :'L . . . . .. .. �.. m , , . , -t;p.,'� , .,''.". I �,,,�,.:.: 1'."�;�`.;t..;,,v - , . �.,A , . i:�";..:'r , I . 1�. , , ` . . . . , I I , - ",:;,4 , ., " . � . , ", , It 4 . , � -* "m . " . ._.,-�" + I ... . � ". , . ,.I , ,. I I " .1.., .t 1� 1� , , . - ).I . . � .f �.-I'l,'_ I . . " , ,�, . . . .t I , '_ �!1:;oL,...", , . . . . . .1 .7 . ., .. . .. , . ` ," o I " ,, -� p ,.q �l,� I-I .:"'. i . .. .I � .I I I . . I . , -. . . 1. . . ... . , I I I .. I - .. . , ; ."i . , , - - K I I I . . . -''I. .�,'� , - 'I _ .... . ,., . . , - , . , -) r _ 'Li I, , - , .� , �- :.:*:,:'':�,\: ? I - - I - 11 .1 - .�'�j$,,,i,L � ,� . ". .. I, ."... .. , , . " . . , - . .. % , .. I.. . I .*, P I . 1., I . ,� 1," �.. ..- .1 . , . 11 - ,. �--. -,,..,. ,��,-,��,I.:".. ,l'.� .1,j 1 ... 1.,4 '..;.. .. v,LIM L .� .."!, .". ..I... , .1 -;"I,, � . ." �.. , , ... . ;It . .� I. ..�..,.. ( - .� ; - .q. ,:,.. , .. I .;- , ., ! ".. :.; le-P-. ."._.".. . . . . . - . . . - . - : : ,%. -, - ., �, .; , , - _ . , .. . � I .. . - , o" .. , , . '. , , . ': .. ,�L v..:,*.�" -1,:-.;-!-%, J.". , .. .. - . j.. . ". - "- - '. . .' , L I . �� � . .. �. . " - I., . . n -i..,: : . ;, .. .... �. . - , , , ;.".% . .. !�. .: _..., I I I , , 1+ , ... . . ,. . . . , _40, �,, ,;t;*,o.,, , . - � ; .'O.-, _ -, I I � . . . . � . I . -. I I ; -.1 \ 7"'. .; ,,, i i .." ,..., - "* - :,:'... " . ! I , , ., . ,, , , , I I I 1, . , , . - ,I ..,� .,- , , . I " . .. '. _ .". � . , . . . . I ,. 1�..7 : .: , . . ., I., , I ,I ,. � . I � I . . -.�"- `1;' �,%t��I, ,ti�.,r'L.' "''." I.,-" .,.;. i, ".. I , "'�� '."t, , .. .Ii.:,I .".I- . . " ..." I . " :1 . . . . � . , ;t ,�,-_ � � .-. , , ., '. I , . .; . - . . . . .. . I .. .I + I I i ..I. - , -�,.:, . ,.. , . .1� ,;; - . * a ... .. . . . � ��'-.,� ,;�"0,. �" �I .� '., . � . -:,. ,,.:�--:+ ".. '.1 ;,� ., . - . *,,,.?*. I d, 1�0 :11 , , , " . .;. .., t , .. . t�� I � , ..".. t.,'... '. . . � , '. � I . I . ;. .- : , _ __- ,- ...... . .. , , . . , .. : . . I .i-..I -- ., . ;.I , ,., to , , ..., . '�Iw it . . . . . , I t I I..., . , I , , , - 1. .. I . -�_ . I --,��'�:�,-1.:���, 6�1 .. ,..;" .: _. , .., -I- - ` . . . , I . � :..,!. I - � , - ": -: - , - - . ,. . , . , 1. .,:tt.,� . , , . . It "'t-",":,' -::.. .,., " .!" " ,"�L."V,, , I ,.;. -� -.,t, , !- . - "'..,�;.. "".. . ... . � . .... .- .. I . . ..�. . . I :-, - .:. � � - ,� _- I- -- ..-.- - . . � � . . .: -."'. %, .�_i, L.i .;Q-- "I... .. . .. -. 1.-'.." , ., ," -, , '.t. . ".., : :. "I +. I.. i ,.-:-�:_ . I " I . r'; Z.I . I* .; t . . . , . I , 7" . A t'.. *.. .,;". . . . I � �,� . , 71 �L' ., .. , ,I . I . . . .1 ,": .. � I - ,�. .�..",% 4- .,1 't . . . 1. , . , ���, -, �L11901 0 , .. , � I" *,,�. .. ,,,- .. .1 I...'.I I ., ., ..t . � .1 . .. . I I ... .. I . I I . . , I \" . , . , " , , ,;; .4" '. . , I I ` 'O -:;.,., , , �..�.' I . , . _� , .; ..�-J.,-r,- , .,:.+,�, . . ..I . , .;, , . . , . . I 1 ., j.': 4'. ..v t, 1 � 4N -., -,,,, .r_�;!. ,I .e '. .�-,10: . � . . :�. ....','� - :I, ' , ' .,.i, ,.'.;, ..;4 ..�A�� . --- - - . I.;. I I .;;- '. .. - -- ., � I I �, I " -'.:. + � " , - t.;. I ,;..:� , L , , w , , ., , ,.";'" 14 t1% , . , I - ,. .; � . ,.. � I 1. . . .. �". .�� . - . .. , .. . . . . _- .I I I - . I. . . . I . .� I ��: . , . .,:.4 , I. �? �*!"L�:.:, �j_,.,...'"ilioW,I , 11-:1 11 , �r . , . . :.,.. .. . .1. I .1 . .. . I . I . I � '', � ,, �;, .._j .".1-� �t� -1 - ". .-, �-�: ,:. .. , I I . . . 4 . . , , . I ... .O I ., � 1. , �. ., .t,r., * , .I ' - .I I., . .,�."...�, , �q: "; , �: . . , . ; . I I, ;I _.- . . I , I . J1 . . ,��'. ,,,�: ,,,it, -"*I I , -. .. . . ,. I.," "� , I.,... , . ...;L,4.- .. I ... :1c... . . I �., ll .... . .� ... 1 .!. - , . 1.I ; ., .% -,��', 4:. ., , . I . _ - - I .1 .t"-.'.'.+- 4. � , oi.�, , '.�,i -�, . "" . , , I . i,".-�,., -, 1. , t� ��, , .I 1. � 1, - L . .. �.` �� .. ...... . . ... � ., .. + V ,; . I I . - . .. . .. "- , . , , , 11 I;- I I, � . . :1 - -- .. t, .: .1 1. �-' , - .. m , .,-t . ,, . . ..* . ., �, I I . * - .:,�.,",., . _ . 4 ( ,t.,�.L, . ,.1,,;, .. . . .1. . , . . , .�,,--.-' + . I ,;, .�. .1 , . I . ,+-:_ , . I �1.1 I 1. . 4". ....t :iP 1. - -. �*:."`.t"`�L li,.��'�"'" .. . � . , - � .. .,I . : f .� , "- . . . I .. � , '�..,� �." --, 3 - I �.. -, C," ., .., , , .. I , , . .� . '. , " , . - ! , ,:k, .-I _, 1,�, , . . '. . _ .. . ': , I . .. .�.! '., ..": -, I . . .. . . , . - - ..., . , .. .,.- ., ".. :+ ,", ."..�.:�f I;*! I.- .". - - -I;,.,.',,.7'-,I.`'. - .. . 1.j�, .. . I : ;t"�,- .:,, :, ,:. .4 Fj� .� ;-_ '.� . . ."_ . " , I '. I . I__ . , .. I .- �, L - '. "�, ".. ,�-: , . I _ . . � '. , ....'.%':. "."j .- .... . . .- � '. � 4 ". 'p, il, , , ,, ,-�". ,-,-�.. I 'j � - ,,"?... ; I— . . .. . . . ; , ,, �,' , . .3 . I .I . .11".- . , , . ...; ` . ,:. *. � I 1.� '. . . I .1" . . . 1;7c5o,", 1,1- I I . . .: - - -,::-, , '. -,: �; 11 I I .; .. ..,. . ,'. ,. , '! .iiy.-1%.,- :+ ,� ..:�,* , _ :,�c::.�,'. .I.... '� ,. ,x...,oy � . 1. 11 I . .:I � ..., .7 ,..,i. 4. .. 1 .�l ,� � It, 6, �ii� I . .,�..t. - . . , I I ,. '.I I.., . , t...: � I . L. ,;..'.I.,�.. .'.,.-.7,. - . . .. . . W,, ..,:. .,!�.., ...- ,it , ':t '. `,` ",-:+':� "'.'..'; -"; I 15,;., - t.11 I I - I:.;* '.,-�-..' . ," ,_ .. . I..I . , ".. r 1. - '. ., tli.. .. . - -,. . I i.: . * �.'.` ,!;; .. .vt. - , I . ..;, '... -..'.. . . .-,.* �:A, ,, , , .. �l.: - I I , �, t,i I", . . , ,. , " . ..1 ,POE 'opj� - - , ", , . � , ; .; I I " , !�; � _ ,. .".--..�., t .... 't. - , . � . .�I . I. I 1. . .,. - �.. 1. -If,-`1,;,,,� �," ..:,-4. j .,.,.`��., -,i,. : .* I" . I , ".` I . , ., , , 1:.,:,- . I f!�, , , ( . , . 1 '. .I�.+ " 1�.. . . . `�J' " -o'-N� 'r ":.... * ,- .',�, . I I - -F - � ., - - I I .I. . , I I 17, � I . . . � , . 1 � I * - , . I a .�. ... .ill ..�''. ... � , I ,:S1 "; - . _.. - v . _�i". , '.!-;k ...... ,�;,I .� I -.... �.. . , , .I , !: - _% :4, ,�, .+ . ,- - . ' * - S.". ,?� -1 I ..... % ,.- - "-1 , �- , , - -, . � - . .. . . I , - I . . + . . . - - - , - I I I . I , . . . ,-,_11'�7 , . I .. - .. I. . ,?..." j , ., _. 14 .%,;.Ill., z-, .:,.., .5t. . ., ., - ". .. ;. .- ,�,, �, . ., ,:k ". 'r .. , , ' *1 A �- "-',: 4 , -* - - '. % , t,, "..,'. :,_ , ;. . ,.;, - I "W"�,:,.,-; lt`f- A- - -- - 1.-1 -i , , . 11 t . 4 -t.� ,.",..,r.�o�';., .'��. .11 It' .-, -l L -". . .1 , - � - . , ,t. .. .. . . I I . � : �, I ,,.'. l I ; .. . . . . t 'l.-.,!��, 11 I W.,It Ji;�l i�� ,� 4,ib,"$71' -,(. ', ., . ,� . I I i;- -.,.�-,� � - . I 1. .1 - � � 4 . . I I f_;,,d ,,!;;, . - .,.. � ,* -,. . . . ",I � \4. , ,, , . -�, i . "'i,. : -!i%:.' ".1, .. �11 .,,, � , , " . , " + , _ ,., *'�:', .r ";. .I , � -I ", , , .... . . . .�, , 1' ..." . . .- .� .. . .. . .,t , ., : - I�;;�, . -- .,I "-. ,", -, ,�";.l,'r'�."'t,:+ 17,14� -4.. .c- -,� -,',..`5 .. -.. L. _ + ,", ,- . �,., � .1;,- 7 �,.,.!.� , , .�,l,,,:' .. , ".- I �.,��:,,� -_ *, , ,, . - - .,_ I % _ .:, . , 'A.."', - ��� . ,:, " .: .:1 . -.1 * * 1_1-J, .1 I � . a ..�!._.%"� .: , .. 11 .� :15'.1" I'll ,4 45 .,. ," � -I I I _:L"� I ' it f. ' _' '_ I :��;,-..%- - , . .� .., "..;�j'., . I , , to . . : - A. I ., !;--, . 11. -.1... .. ,,, ,#�,.; J. . I 1'.1 . 1. � �._ � .4. , 't - "i� - & tpm . .Ll� 4., _ i I.i.".... 1- . . . .*...., *.�' '. " �' ' ' I . .1 --r .., 11, �,,.,?�,.�..-- -..; -t- ':-e ,,�r:,,'.�n,-- , . , � � - ."." .'�: ,tt":"��.��.,1'.. , " ' ; - , iii.. . . ,' '; I lil , I �' , " "'�% . ...�. , !: ,*, I t' ' - . I � . 11 . .. . . I I�. . '' , �, -;. ;, -.,. ,. Hf,�. _-.;, I . , . . � I_ . I—: ,'� � .. . .t_"1 I- " . .,.4". -. 1 ..'.4�."._' . _ , . , , . . . . I. - . . I � 1. . 1 . , : , . I , _'�.. ! i;... ., :' L'. . .I 'Y1 m -1 .,t,:' e '* .::I t,i .. ,. � . . ,".-I - * . . . . � I r . .1 . I .1.: - ' :i..' ..- I T ;7RA 'A � �,4 -.'�: , ,,..."'!...: . .1 .1 � i .. ��. * � - ; . , � .. , .� . ! '.... ,. .:., ,�."!,C i.1, .��. :� , - RM _' , , - . , .11 11 . , : . I 'I;. ". . 11 - . ". � , - 1 . I\-* -, , "it" . � .. ltj�l'. -, , .., ..��',�'�..ol, - . .! .-�, "i . . . , ..:-:. . " . . .� , I - ' ;_ . . , � . �: , , . � . �,. ,.: ." �tl;. ,, - ,� �%:, ,I ". --i Y.:" -- , . . . � , ,., . ,; r .. , ..* \ .--ii,, 6 + , " ' ' . ", -.,:,4.l; . ,, . :.� I , , t.. .:� .1 . I . .:,.' _,_ . , . .. m , . .. _." '.i,�ii v % � ; U, 4 ;I I J- , -,.'�% . .V..1,..:. � ., . , . . - , , '- t. '. , `1* . " , ', ! ; I ," ,.:. .. . .I,", ... unt:- .1 . . .11 I I -.1 ,* ,"'", � � * - -I-� . I !i . � 4. .. ,., -" _-or .. , I I. , - .. , , I 1". '.,.�. ,, -!-�-,,.:- -, :, 11 : % r �tje,�,.4,*. . .;. �. .: � . : ., - . ,�, I - ., . I, "1. . , - ,- - , . . I . 1�,, - , . - - + --.., - . al .� ..,.I ., , "- .- I � �1, . ..-,..,, ." .A . I.- - - , ''-.-I.5,7 _ .. ..., .1 it 1. . ! - I �f -*1 --tt".. l, ;e, - , 1 ,�.. l , . � . ,,, . �' . � , ,';,14�1 "': , ..: I - .: I , - , - . . ., I 1"' , . � ,� A 1Z.."` - 14NO .1c.,1;ik. ., . � A " , - ...::. .1.. ; � � ,". . * , '..1 I '.�.;,,_ *.:. - . �, . ,.r %.".I , . . _ .q .,T, . �'1'_*-,.1-!t... I-.,'I 1.� .!ir . " , I ..�-", . . , 1.�', , ,,�I,.tp- * . . 4 .A, ---' ' I '.-' �;i` ','," 'k' 'i" it" - '. .�--,..:1- , '.'l!,.l..: �.,.,...,,. ., -I,t. '.'. .. , . .' , ,�,�:*, ,,� 0 '._ . , - _ �. . _ . . , '. .. I 1-1 -1 - Vr_t, � .... �z _ ..:,.I . ,:1 .1. I ,, , . . .. �:., � ... , �_�- I . ... ". , _r, It_� . ;, :.� . . . I , _,� .. _ . . , . . . . I . . .., , , .�+ .�.,;, - � �1*1 tp,� !�,;I', I,;�.. � .1... .1 .i. I: il . � . , ., *.1 11 �. ,Q Im"t".. . , . , , . ;: " . . , ., i�,,� '. . �,_ -,�.',.'..,.,�-I , .1,I� '.1 ,- J",;7 - I .1 -� ,-:�.._#:.,.,.N'_-I�:�':.;' , + .. ., " , , .. , ,� -,.'. .. . �. , 'e. . . , . .1 . ...it . -, - , ... _��, ""."),. f;�A .,1; .,. " ,", -4, . . I . . .. . :I � , I , :."c'.�,.,.. , : , . . ; . ,j ,, ;, . -1� , .�: "'., �, -, . I .1 ". . . �,T� -._.Itt ,4;-.�"._", - 1;;�-4 ..- . , ..,..., 1.. . . . . : ... ....- -, , -, .. "; I . ��.f ._: .-, ." *7 *`I.a,�-F,F I-,, ..."j"r+��.,f . ..�,.,�-, 1 ,,, �.;. -�,., , - . -',- '..'.- .1, .,.1,,� �I .A..,. , .., , i". �- - _1 �tt, ;,I.'. : ,j, .'.I.,I I-. , . .r. , I .1, , . . - ilt., . I ., % ,.-.1 14; 1 � , � v . ,.� . . . I... i . , r , , � , _ 4., . . ,o�,I,", . I . I '.. - "�,:. ,, ,; , - ,, � , '' � . ,�. .I . I u I...,If..� ..,.:-". .:, ". , .. . .. ., . . , _ . . " ,.,� .1- , .f , .,; .,'it 4.,..- ,�.Ii'.. I � t � . 11 . . . - , _: - . . . � ,�.,�.; ,,,to t � ... I. ,`�..-, i .I L ..,. e_:, ,.,� '_ , I� . " , . It I t. - 1%�I:r I .1 . , . . - . ;.. � " .. p. � .. . , , i. - -.- - . z� * , � .. ---71 ,.:- . "...- - .1.. i��;- � .."-" ...'. I I . -. . " I . �. I I . ;. � , .,;.I I." ,;.., I ." , . . . ,.- .,, , �. ''. �.� 1.- " . . I I ...,- . . , , ..! ,. _. ,i.. , - - I . . ,,� ,o; . -A " , . , , - . . . :taM rl*t0z".*t -oo: L � �_- I ..", . .. . . t I . . " I "- I I , . I .... . , - I . .,, �: . _ ,. ;,-,,� - . 1. t�:':�t�-,;1I`".'. i 1.�';.�.-. _ - - .,it .1.1 � . ,-r,.�-." . _ it , , '. .I,-.- .�C. "A, .-�`...,,;i. ,, 1 7 � " '. ,;�� , " :. ,.� . , ., . , , I- . - I 1.1, I �.. , . ., .. . j,-,,.::" -C, :,��,- ::0 . ; � J,.:,.,':.�.� .. � *�'.,-, . . , .1 , :.1 ,.X: i .. - � , , � . . . w . 1. . . ...'y If'�I I . . Ll .i t", I v1),;, 1.4'.1 ,, -��"*"_ x, ... I'"_ % I , . I., I . . . - .11''.. I ''_I, .. %! .. ., ,,�,,.;*,.' I . 1. I a. . . I Wl-., ,i-,': ..,..� , ,".j I i -0:0! .5�-, �1. .. . le. I It � � .�. .., .", "-, 1.I- "' -,: �- , .1 ., . � i�., I ., .C., , , . ." I.- . I fvtt ,� I + ... " . �Vt` *; . 1" . - - , '.. I . . -�,� . , .. . - J.;:,s,-, . .P.,l," ,.; *_",1t'.'.;.,�1:';.� kL!",��tj�, _- 1.�'!Oil"I ". ,, ,, -*";..-,,, . i 0. - 1.T_ ,.V" I . . . .. r �%.:, '� .l.,.i..j .., '� .,.. -,�:t, ,.,P%1A;,."_-t,.:; ,- � . I , , _� ., , I- ..w, .... I I . . -, ;- " I--.-" ,1, -- . , ' .. - , . �;'., ,,., . � .:: .,I 1, - : 7. � " . . �., ". ... . . I .� , .,- y , 4-i - I . . .. , f� 4", I _ �: .� ,- .- . C ,i ; , I I . � , ", . � .1 , __. � - ;-_*111 ... � . . . I.". . 1 ,; ,, : ,� ,, . ;,,� �;-": , . �, � . " -' A . . '>. .,"'.,.!:�--- , " . .. _� 'f"j., .11 N --,� ,.. . , 1,.1. ,1,F,j, . � .. %.....I - '... .... i - - . I � . . . I I * , ;- . " . I '. . , � - 1�� ,.� � - - � -l,' ...."t "....-�," - � ..� ." -%...�::, % � , * ,�,,. .,t... .. t %'. - - .1 I � - .f- .:'v',, , . I .., I . - ''I - ��! __ 'I'll"I_1i,", , .. .1 ... ....�"-, .. . .l; .toi- - I I , . , ,_ .10, - - .,.,Ar,,"I-, I. . . ..�,, *:.,..�_..I., , "' `", " * * .,. p , , . 1 ".,+1 " � ;',� sc'-, . �'+ .. -� ,. - , , . ,., 4 , 1. I . . ��' :- .." ;�l ., ,� I ;,A.,I. , r I l"�.t��11 _ I .-t ,,.,,,;'.1, t� � , - .cv,- - . . ....1:1-1? I- . ". i 7 ,, �_. . ,;�,�,i%,":'. ',-.s �.'.,-',,.. -" �-. I I . . . I .. I I%- e. .I . - I ., . . , ..-.,..�,.:�r.. ...�. - ... �. . .�* . I.I ;: 4 A I - � .�. " ", " r - . - . "It:to ,,., I _%I_�. I., X.'j, . . _ - ..,, - � , I ... 1,*v,%'),(- Z.,.., �� . . . � r'.. ' ". '; "' � . ... � - -, _".-I-1% : I. * -,- �- . t'."..- . I ., . - .. , . .. � ,,,,,"--"' ,. --i--, _," , -1 I ."_ 4 .t%_. 1.7,,(-�j , .. . . r I . I � . .1 �1*1 . , . - -.i,I , -. . � . � .1� or ll .., . , ,. . .; .# ...+;,ioo-, ;. .- . -, , . . . , _ I., � - , , , 11 .. '. , ;�';, . .111141F,.I,.;Or IN,; .,4-,� .11f "`11 ..". � , -ew_-- ..I . . j. , , . .1. 1. I- 1. ,1 ..'. - . _ -,-, -.+ . i__�r" ,...I"', i I , . ... . t. . , e .. ; ,,�:. ., . - .1 . .., . I . !�' .". : . 4-;l 1 -,,,.," to.'i.;4 i -,-, - I .. ")* 'if'm t .;- -F .i. . %%, ,,`7:-.,.,�',",,.-_':* . "."Jot-O.'", .1 . ,.. �4�t It''D , , _� !�, - .. , , . , 11, , � t;, , , -�, I !P '114 , ,, - . ---,-tgo,. 1, ''. I C", _. 6' . - , . .. .. , . , I I , ..i . ",f,..'.',"4r.",;'_'."� : , �'. ��:, t.h .:". 7, 1 . . ,,, ,v I 11 "-�.,.I 1"....�, , . � . ,. -A ... �;- ., -- . ,ft . . .1, 1. . . - , . " - - - , �.;,%�-�' �,f,P-.,. Uit 'I, "I" ,7 1� ii I ,, ;I I f- + ..-.1..I 0:.1 .- ..-. . I . . . + . � . � '.1 - - , , � . , . -.',;. ,� , 1,O, : I-- I..�_,_...'..,14, ,.-':-.,I "'". "1, , ""',o" W -,--1� ,---.�� .tol. ,.F:4" - It -� "" , , -- L. . !�*..--.-, !,.:., I- e . � ,�.-,1", 64.1: � I I I . , _'m , ,!.�,_.-, ', � ,. ".107, "I I . - .1 lisp ... - ..,,� ... . I . , * , , I. -,,..' , . ... , ..lt',4-1. .: � ; , . I �� - ,: "i '. : -I- '. .t,,4 1;, ".,j,P .,�', . I , .,�_ 4 1 � P, "'..., ,. I . .1+1 . . . . . ., - . ...4.l �� t A- ,, , �1,,., .1 " 4., ; - - --r�' ,...I.1,. -,:' .11 - �'-I.._... .l lt� :*"I. .,_',J,- , ,.,- - "I" .- �4��. . . I. I. - 11 t'.). :..*-- '... -. ., . . f C " -v .. . �_ . ,1.4 ,' .. , � "' .. � ,;.-�,, . .I. ....". ." ,, . I I I , It.�11 .. .. , .:. ." , I . I l . I .,,',�- , - , 7 :" ., .,"..," . , .%I ,.,I, '..I.. I-, , t.." ".� .,;. 1,, '"� C, .. W I I ,.e I.'- .1 11,�,.`�.'I,%L I � ,V-jl,�.144e, r . . . �, ., '. ., , . � .. �'. I ".. . ", ,;_ . "I 1-1 ... . . I : . , ,- - _. . .- .. I".. ,�'� ' ",4. , � I to "., I I `-,W.,.f.VeAl� ..'�I I -i ,� �_ .. ,..,;".: " I.,_i . I .,1 ,-o-I4"-4, !i., ". ��, ,t,I Ae . I , -. % .. ,.�� .% , --,,-. ' , ,_ I I "ff M151,"..�,." 1A- , , -O'N I 'I _!f N , ,'A 4'....- , � . I + 1, �. - - ." \"I f. .� . , /, , I .'', 6, , , � .�t , 11 I ,_�, !� , - .*-. 1, , ,..� "I , , . , - I I .. , -,I". , C '. . . , , .,� . �;*. ;- .'.; -1�, �I, -", ,�, -P,ilf .."..�-IT: 1,�,`'. 1,�.- _.0 . ,;;Zl� ..��;. t � . .., . , .j. �. ". Irifo ".,.I �N. ",i 1� ` I. .r., I I r"', , _ , or-._-t',-,"" ,-.!"', , � "W. I - : !- - � , . .I . �'.�, . ,: i I�!.:..". 1. .1 I ,-:. . .ti..: ..otl.c , � .. ..4. :� .... . . . .. I ! . --,; ..*, I . '...; ..%o I L. �. ,� � , , . , ...���.1.'. , ," : " .. , :. .::..�, . -1 ,, . A, A" -- to, ,-, �t "'i -.6".,.,- -A 11" , � ttz", ,,� t-� . - . ..% ,t � , . ..tt.�,-'. . .., . : ", ... _ I , ii , - .- -. . . , , - ,i.� , .. ' "�1). .!,�. . 6, . w I . " " . " ..e . - . . . .. I . .. �` --... I . . ,!.:..� . , , 'it,.,,,,,.`�,Wk - 5 , ,I.;, I � ,�* , ..t �, . ':,. "." `1� 1. . .., �;., '. ...� j ,r-,-� , -!.. ,,� )*,, , %0� ,Ai"I, , . �'. ;',; .�tl..o.", ';,,, .; I 's ,-J,t c---VMKI . .:4jm k 0, . � �?,-" ,'.4�7'l," . I :- .�..... . .. .. -.,.,-L�, 4"". ).,.7 -,�j- it .. .. 1 .,I".,X,1 . T -- --..-., . ',,t.,'. ,�'.. ., ,`�-,�-.,,%tT I ; ,�.. . .1 1. '_ . ,+;1"t,I, -4 ..... , ,�': to, : ?, , , , r . I .,* , o,-!-,� ,!,.,+.,.,;".; -_,,, -�'.I I 1'... .,-;�1.�vm;z-....".�-�%-,�1�� - � , I * , -`-Di ,�,.�..' ..,. . , i�, . . L . I 1, . , , . -;.-.; - -,4..."', I , " .4 11 - .4,11 ��:-, "-, .. , . . :1 . . " .I .... .1 � I - ,, ,- * I- , _V -7 V, "-;�. .A.1p.-il. -' I , -'�, ;fo ,11�-., -- ,;�,;.:1 I ;tL' - -. ..I A,-1, r AAM4"..4r , ,,,,, 4' 1,� , t�,.;ii I., ,'.� I , --. ,,j I. . , :.." . I . . . .. , � . " " , . . �� , ,,;.,r '. � . . I .. . ,�,.. ., ," . . . 'A,�'. p"... �.." it . � I .. . - . . . . i . -�"*�-,�!". ,. .; , ..,'',41 , . , .�, - -pt ,,v.-...-.\ - . ,_. _ _ , . - . . � , , -_ . . .1 ,1, � ,,-,'! 17,A. �1,.; ,�. , . .. , ',�'k,414;`-,t , ,�01"'_..i,; . . . . � ., I , . . , _ . �, , . . 1.,. ,, , . 4 � -- - - I � �0, " -'a�t 1�1,!--I—;I—; . .. -1,,��% ,�..',.�Ze.,,, -,,' . I . . I ..I .� - , I � 1. .,. I I . - I_. , . . I - , - - I . I .-,os. %� - v-1-AA, I -�. . �, ,,,': . _.� . I I .. 1171 �ilill I , - - , `,.,, ._ ., ...?�'(..li,r:�-.. .""!j 4.1-11 . -" -Z I 1111111111 , - , . I , . '. OF �;.,!,. - �..,:,,,�,.:�,k�.'I� , ., -Z * 11 1 1-41 . , f !� I "I I" "� 1 1, 0, . - .1 :.: r. . I . .'. . " . 'tl., � L -I, "I. I-, . IIIIIIIIIIIIIIIII I.I I I �.1" �!._T, . 11. ,_,�, v - .A, :.,'': .. , . I I.�,_ + . . 6. I . . ... - �Y. - 1111111 . . ' " - I #, . '. .-,�,.- , ...., .1.1% . � '. �. ,," I . .4.. . . . � - , . . ,� lti .. ". - - ,��-"�.�,, ,;;-.,.Z.-�.� - " __ . j . __ . .., - I� -:1te, 74, - e - "" -k;f ' 'i'fl% -,'.�' "I pl-,).. i . -,. '�,�,' ,'� t"'t *.,�-..c`,!,_.. ,'.�,�.,.�.!,L�__jr _�,_'.,,, --f. ,,.',',,.,;- t,P,wpt. ,i't .�-. , � " L'A',� .� .�.it 'V'. . � it-��`��' '; . - .., - -.li;, :,t* 4 ' "7- ,,�,� -�,:,-!:�,,�_",,-� ..." .I. ,,� * , " " 0, 4 . . I , . . .L i-- , .- .'t"' , *Or" I-f,,'.+ ,�': ,, , ,�� c.; -"'. " I ... - :1 *I I . : ....*,._,.. . _ - . __ " '_ . . - . �_ - It . - ", R ,;�-; % - . _Z_ -i,.�44.1"'! , � ,".*;'-I. - ,�k'I.,ji", " . . � ... . . * , " _ � - ��' ,, " -e zi ," " �, l'--n - ....". .. I: ;�_..-.:,4L,.., ..;.- , - - - "W, ,jr11;b1m7-Aa4ds4 ldt..L . ��,�.: ." ' . ... I . I ,.::" , . 'l;,'_"%.�-;t:�: .' ' - .- - .. " '. -.i:,�,�--- � , ,_ .. , A tiflol-4". .,�.` '... "t .,-,. A.-it,*q,., - ;+ e .., " .J'� % ,-i- . . , -_, " " - , .. ; . -.4., :1 . . . , .. ., . - ,.x" : , .1� .- ,1.".!-',.' , .�,", , � , ,,,1`:-y ".. " O ,� .. _`1, :,r M*j2..;'4,q s11rZ;,* I J` . .:,� ,. . I , + 1. , I .. . . .. I .� - , ., ,%,:�':�,"". , , , . .: , , .. .. , ,IT., ,-7�f, . I Or, � , *l:1� ., . . . , , ".,;, , *1 �.M , , .1 , .., . .4 .. . . OW.I., ,t - :" US .:,�"r,.,tr,. , � ,�. A , j .., ; - . '. �;--,! l�,fvQJL .1a.l . -, a .-.1.I r' � . .: _ . . . . .. I ". ,�I - .,.,. , i , �: '... . . �.:Z �,,+.. ,'�,4.��' r I ,,� ,%-`r-, .f , ...t....: lo, --:� .. I., -1, C " . ,,I 6���,,:�,:'� ,, . . , Ntw, - ,. - , I :,tt, . .�.� � ,:+7,�+.".".�:". .. ,,11., . ; , �+ 4, I.: A, ..I? , . I . . . . - ,�* - " I .1. _�,:- - , o , , .1j � , . , , , , * ,A .. , , . .. . . I - , : � I � .. �, I . I . ,.+ I".. - -,,- l;�!.Lot%-- ," 4'..'t". S, - ; �.,-,� "I�-.. , -", .. :'- -, - . . 1P.- -1 . . ..I,,js,'.,.;-., IT ,.. . '.. ., , . - , 11 t _1,11 I... a- I �, . I . 1, I I " . I � - �.. : - ..+i., ;, . � - _� 'It 9, C 1rO_rm1_T1r_?-i -4 `, ..i � . . :�:4,- -o, � - -, '. I : � . ... . � �', ti , . , � -� , ��.,,�-V,.;r . , - 4.� "; - �. ,,-, 1 '7,*..'4 1�,V .. I.: .. .,�t ". , - I I �� " - " v I - - - , u .. � � . : P..� - I I . . .. 1. , � , 1.�, I.. .., - '. �"--v' Z, . � I.!��:;,�:-IS;�:!-7;�A_ -N-,,--, ,- 1,1"s -7'S' ' ;` , --k§ 1 - . , . ie EA-sl�l (-Y'.-- , , " . . . : s, *,� ....-I I:i,, .. I-:"..,_,: "', " ., ;4.e"...",*,"... ;,'' , I "";,- .. r . � - .4 ,.�:�.". I .::. .7t, ;..474,,..'., o,, -'�',!- 4 �',"�,!,t','-'*,' ., " I ., I-'-. ,,;',�,:l� 1,, I:.� ,": "" - , , .1 -.!,� 4t_4 v I '. A �,;� I , , , '-wAv6wA6 A * + , ,. " + , . ", ,�e 411 . . ..: :t . . � 4'. : .,: , . "�'.�; ,4, , - ___ -I. . - _ -; - I I I'll , I` . , , . , '._ '; .:,-,. - ,-� :, . -it I , .. , .. .' ' , � ?�. -.0 . qloflfdd:`04�1-�Wj W I . � . 'L .. -', . ", "_. ;)(* 'I . , � , _ . , _ X- 1, -.,+, �. - .- , wx," " ""'.�.%4) t'. .. , � , . . , - - �;*:`71. -"' , ,�' L .1,_ ....I., � .,;.,.��,to.'�;�,-� !;�-,' 4d v," "'�Y'-- - , .1 tv , , 1. " !, -..".-+" . . .- .,,.--,,: 'a", -� :,�::,_,�.. !,-�-ir-.., i, . ,` -./ ". ."j;t.;.1;to � "it 1, �' ., 11 I\- ., �.,�'. � " . . . . � .-'��.'-4.'-, ! , . , � ;,- I;, ,,,�.. ll."- ", .,.';' '.�'L ..� i-i"'..". ,,- . t 'I. � .. - .� ?.If - ,.,�,r.,,,, . I ! I ,-- � � I , . .. -,�q. _ - ..% _.�,�j.,,.,�#",�,,,;,:l_, ..t.';_"V.c�.,.X, _f.,:. :,-." , ... ...- , , - . I � � __.. ,,, ,:. . ., ' . .V - a. . 11 , I ,, t;4. 1 11 . 1.11 .* 11 V 4 --o"�- Ml I.1�I, .1, � -PI.,iI Vi.. ,�.;- . I 11-.. T� -`lrl."-'"'k.j."I,V�,i, -1, , I 1.k.. !,vi'l kt(,r I . . - ,, ,e I *,i,,�,��,-�..-, � �, . . I . I .1. , . .. ��,. . . . , , � . ;. ..,� . I" , - .'o.o I.,.,.1 - 1,�1�1 - - , -��,- ,.,"" , .1 -P� -,.Q'Z�A .1 . r ., .-,.,. I " j� _ AFL 114Y ,'�7; �:'�tA+ 1:,;;�, . - ,xjr4s - -,-% ":. , I �� . ��r_i,�-,.:�"t'�',. I, �� W ��:,'j�'_ -,- � . , . .. .. , , . .1 .. . , '�' I . "-L';,o, : '. '�,,-- - .. .!- --'A -4,,i I, t: C() .., 1114,�It_�,�.11 - I . _' ,,.A,-'�"_.'tii -!�.4 i..,i 4 1'.,,,,-,A� I _'... I...,, ri"_r,;.`." , +'T,4',-, v. ;,-,.f-s t.,.f,�,� � ;� , . , I. , - . . ,- � -'',, - - ,, '.�r,., " --I--- ,�,...'l, '... .: -, -* .Y:t.(,4,;. -�i.:1.1, -�'.*, .. . I., -.. . ,. - . -�,,; .. . , � .__�.-�" ,;" . , +�_ ,�,.1.;. ,�r7 11j,.1 -1 I .. 1111-11 . ,�1;I t *N- ,. i ". -lit.. . ,qV,'j --9 4 , .1. � ? ... ...-. - -.I.. ,�1;2' ,� *."f , ,lit' A �14'1, 516? - - .1.'." *1 .; .� - :�.. .% . I . :. I . , - , : , * '�- . _ i , .., .. . . ' - _- - � j�--, .,- j',�- . �,"If.;�T..'Af -- --- " -'�-p-i *�, ,:.' ' : .. I ... ., - . "_:, _. . , "." ; Z,.:. ,__77" " - ' , - *- f-V I "! .,;, -�,.�� �`.- '. ,,F,,t,,-,.�:..,-�: ,� N -, .1 1 1 .13, . . , .y.- . " 'A..,.- "., -,,,. , llv',� . .. . -V.;, . , ., . ..+ ,� � . . ,�� 1*1%! -t!'- �, ., ' 'i - .1 � 11 ,.I., -. _" ..t - .1 TO 6. ..,_ 1_11w�."'' 1+ I . I . I 0.I ., a , -�:`,,:,--",., -,--. -", � , I ""* --`�'.. I I - 'a " %'t% - .. ,+1-�,ct,. ot�,;77�_,,' -;,�..-!, - - * " . "' `"�' " " . ,: �-;..',.:�.'I-, ., -,: I. .. �"�"" '. - ___'.- '-- �_�. -1 . RIVROI' ' ' ""' ' 'o; � , "') -.-r:-,, .,it F�%". �.'.: . �... I. . .,,. , � , .- .... -�,�,,�-.:'.`,.-' '_''.. I ..) I .- .- ,� ' I, - .". . 7 7;16-Mr .,.;..1 ,:,l,1. , .1rt,, . :'- , . ?,L. .. it . r, :".� .,,, , ,,L,-, �-.4. -�� i" 5114.pf, . X.;, , . - �. .1 . - . . .1.:,".-- , - ..I-y�_..,k.,:-. ,-1�";.',�,,.�,�?'�,t'Z�.,. .' "... <--i ",r.�.,-, --.�','z� 19.'' I %d;.X,��P '...,,"; I. ; . , .. :., . I ..... !, t , , . . . ! ''. � . . ..,-It .. , I - `�,.- .,: . p _� N -- ) . ..�,,�t. ,,. - . I I ; . .,.�. . . ,. . .,, . I� ,..,` '. :. . � . q��,i -�,,�;. .., ,--�,-' - ,_ . :.",�,I . _ . . � � ...'� ,I I� 1,-, ,ct,, . -_,�� �,i � .1 . , . r .M f I . .1 I'V,�....' , . . . . , -1.1 *.' ." - It f - � I �C -1 V o. 6H _- .'L..!., . . �..� , 1, " : ..,, .,. "..'*'..'r * . ' '..- ,:, , , - ..,...: .- - - - . .. . " I . . . . .. . - . 'i , . , - ", :";I, 1_ --! , Z�Ii& ,."-.-'�f Otrld"b6j - --w -` 6q, . t.- - ,� " .* -���';�,.,o, l-1, .� , ,.e.%:q �"- '. I -1'�*:,%%.: N.,1 . .;"l. "..1". .4 . .. i .: - :��!,� , r ��. zf'�.,. . I ; . % - , .. to " � "I -I' I V, _. ..: .'�� _ � . A",i �- . , 8 ' - A .."!,.", �'�.'...`tft A.- �� I, " 1 IV...;r 4 1 li �, I I.1.� , 111. A�.-4". "44*'r I- - - . I . ! , . I .�., : . � "I - I _-,.. , - � " , ; : I , . � , ;: . , , I -"'lt,-,.-.'f j," 1� � I-I., ...�. �"�C,ot,t-, -'i I,L:: "ll "'� . Op:o,11W.- , .$fot11;-w 9. � m 1. * . . :,. � .� �.�+" , . te'.1.I t Itt"�m, " , .'.. .., . 4_t�l Now, - I� ,t;""?(.1 __ . �. .. . . . , ,fa�,A r� 76 "" tl� 7" UOT1017,�� 1. , !�:: .; -:, .1 .----%:,-,, '. I � - � . .. . .1 I'— . . . . . '. " �" ''; , ':"-,;,1 ;', ,.1 ,- , "' , , , ,". -- - ' ;,-,.. �11... , .A. ,* -Z' ,� .,7 .111' , I � .:. I-- -,,, 4 .�� .,,;'I .., if:..' I � , � � * " , . , , ... ., , r. I . .. -, ... ..�,. I ."1 11:`4 _-T; - --;." , I., . -1: ", P..i,, . ', 4. , , . , .,. ....- -P-60111... -. - .: _ . '. .. . . - , . I I - .. I _�- .. . - % - 'l t-" tt i "'.- ". .%.It,_.,'.,.* ,; :., . .... . . , ,., , -,.., , .:" , . i .. .1 I ., .. . . -',I. I.�--I,-.-;," J to. - . - T. .1 I I . '. 1, 'ito� .. :I.4 '... ,I!". , ....'41t,"; A � ,,�, -- �, �� -i''; . I .. , - , , ...:: . t!�, . : -, - 4. , " ,, , - . Z. ..:._. " , , - - I l:I- -"*4kft.,_,!t`�-, -I ... .1 . . r. 'OpR- itt 1, ----,Iwl st,w., IL ...' '-, � - ",;,; -�! I I I * ,o...:,.r.,�,.�1,4,'" " , too .. .. tl - !-.-, i- .." ;�- , . , . .� - . . 11 .. � . I . r ,""' - ", -1 'w �, - - : �-� 't... 1. � . -,'.,�,'l ,k.:. . '! 611'.. ,, _. , . ; I . . _. .,r .. ,.. _. ., " - . ".11V l "I, 't .,. `7.'i'%- � *� '. I I -- .'._. 1711, "..,' .; - � , t : ..:, .:, .:.. I )4�,,_;., ". .;, ,, 3,:� .:'_,:.1....- .. I. 'A 1. .Z I.;, .o:11 . - . I �� I I-I,";.-,,� . I�P .I— . 11 -- --tt ...., ,;_., . , I I . �, . ., %,-': . �, .., %. 1�., ,r,-r;- - I ", . '.'�. -- .0.7. , - . I . ,.., . I � . .� I. . , , - - _... 1� 11.1-1� , I .._11#i_.4V.1 ;*",.:--'I. � . A. .;�. ,4, I,:�% .+;',,,-�t7 * � _77lTo f�1:Oh.,A,i � � 4 r1i - .,.;T-w .f..:',�- ,...,, ,., 1, -:.. . . I , % ;,. , "" , . , � ..-- , . ,�,, .1 I'- . - ..,- , - . . . ". , - " - _�.:,� _,r .1*..',.,.: . ,-�'. " ,�, "'' , " . . *.- 1f _-I 1. . 'm&t , �_�!;..,, : '"' 'i."�%,� .1 ��Ofk'�!th I ". . I ,-TZ,-1,,�, . T. . , , +, ..., � I , . I ' ' - _ �:.1 "., � .. _ .. - � � -X v . _,.Ifl, ,+�.t lti--.- .7�_ , " " " -S ,.�*,",'�,I�� -:- � .t. :. �,�(..,;+,�-'-,, , - ',. ., .: .1.. I , � I - - 1, .,,,,, , � l' -� -On sLk,�- . Y, , .. , VAMU.-.,--,X� -:_?"f,.1-1,1"�-,, , , k . '':,,.,l . ., � . , ,�.j . * : _,.11'1.:I!:1,,,.'1%-. 7 �. 'th" - Vd --L or th -,O I . Otm -. -�111 . - 1 4 li," . I I. - 7 � _%. ,� . .1 ....,;t '.".1':,:'_.f, ':;.�tt,.+ -.,.,* �,,'- . , a - 11,11. 1,g . , : ,� ,.41-', ;,,, � d ;1 -b . . 6, ,:j"_ 6;: . Y-'.'�;';,�,,;. . ,�- � " .�. .7 , ,I - ... , , . . , , , "" ,,, ::* % , ': .:..IV-,'.1o;,� . -EMgjhj6'-" - 'C jMM. _.j .;7; . ",7�1^,"'It, 0 - .., , ' '; , I . � .. I - - t .. ."', , ,;.,!,+: "-.:;--- �,- ,-:4t%,,,,i,�. . ot egistot. OU110164"" 9' 7!01?c114f6p'dA d -, - - .� I -1 ., , .% � .. I , - . . , . czi:�Nt : . , ': 4, d, ", - ..' ' - , - , -771 ' ' ' '" '' ' - .�-_ 1_1. � '. 16 i ;,.,+_Z '� . " . , 'r. , . . - . I . ,' '. - ,1, il;: . 1� _.,. ,. , 1. . . C � . .. , . .,� �.�,Z: I �. ..."..". 11.t-:,_-1; "t ;' - ."' ' -.c.W +�.�., ,-, `tl,to � . �, , " . , -.17.)Z ;...,.1'� - .1 , , �, . . .11 . I v + � . �� . , . ,,�,,�� �� I!, 1 . .. I +. � � _� .., , .f t. " , . . . ..�.1+ 17 -�bCdafdih r. .1 I � ;`�'.. ; . I I . '.� I _- I - , , 41" ." N. , :- � .-V�V.+ . ." It,, , - I 1"Li +. .-., ."t.`!;�.., . . � .� .. I lz-�, ,'� ..." - -, - . J_ L . . . � , :, -_ :;." , � t .,., :.�, . R"' "' . "-" ct,"I J,,.-., .-, l,-.,� . � I A. . . :, , , �� .. , ! v . .1, ;t .. , . ", . ,...�Y. ;�A ,. ,�� ,_"tx. fhydkQ�_4hif;l lr,,, 51 d 40114 --Jag . il I i �"-,-e- .,,-�-,-- , . A- .io� , , . -1., . - - - , .: � "_ - I - . . . I I - ., .. - % _ .. . - _,... .. -_.", .�� .� V�1. .,- :,.] , - . - :, . . r . t . ., _;_ I- � - " . .11 I - - -i-�--.. � � I . � .1 .." - .,:C. I - ; I I A - al',., OY64-ii'l 4 . . ''.. .� -- I - . , -, Ask " - . . _ �., ..._111,- , .._- " -:''..., . - ..., � . . .. ".-.-, " .;., I., , t. . , . . ., ., �. .-_%,.��";tit..,,,,,, to ,L�. ' L .., le'din6fia , 11 - a -,.�., , , . , .. .I1`4 - � � - --,�,,tt,,.A:-A ", 11 - _ I � , . . ." ,� � "., �., : ...I'.. � " -* . I� - - .;,; - � .. �:�, -.�,-.*.. . , ': -,� , - . -.;-.:i:i , .. - 'i._' - 9 tO � �ii _1 ..... '. . * , `_." .k, ,,....':, �., +.""O"r. . .. �.-.,.-,:,.,. _. .I . I . ]�, 4: - .,�. � - 4. P- ' . ... ,, 11 I'd, .1.I,., . .1. � .. � '. i o.'ip � ,� _", _,, I . _ . _ "..., .- I , " ," . - M 'I, 't.�,..-. . ..- I I I ;... :.. . It , 1 . , . v, . " .. 'L - - ., . , I I propeNt , " . . . , - ., . 'i".. . i.,V., .., . 4 ,� A I .1. ........"1� . I - . I , , I .I 1:i�_, I � . '' , , " , I . I ". .. - , , - * , .i"'. :, , I � J ...- ",;.:-.,,!t-. 1. 11 , *..;�...,!"',- ".... 1. ... . . .. .t. ; I . --a"'.. � � ..I *1.Y4,.` . -�I.... ., 1; , I., I �.I.. I . t, . , ; ., , '.7". . - , "'.,� "i. , , - - , . ., . 'T . � �,, ; ,l. . an,�,-? Lf�; .,.f , . *,".'... ,- m I I 't , , , . .11, :L*".jo M. I ..�� m� :,.t."..,.P..".;,.,.,�04.'*',�:".��t�,�4'. 7, . . .- " - I - � , .., � . I ;. .- , � - ;'*4t: _�;_� - I ,.I. i., , �,.�,,,,. .. �- - J� .. I -. � . - �11 11 :..11.�'. ,* . - : ., , .- . . I .. ' '. I I , 7 "� L ".t'.-,,t., , � , f Cvrn1qw,,,,M,1f of-,-60; fawtv td;., 0�'.--p.! �� . . p^�, :n I -:.,..-. , I -;, , ��" ` , f - �;;_ -- -- ':---i-- ,�- - *.- 7 .. 1.�: ;1 - . 'OF-;. One, o; - , it, 1% . ., .: I , *, � - :_41,.I" -: *. - - - , -i,. '. :...,". 7"", 'ip _ . 4 ,�s .. ,+ , ._'. " .1� . A �,;,'. j,":I..,- I)'.. .. _', 4,4 'i I, " �1 - . ,. � . �. . L I ... � .'i ,'.�: ,. ., .'.,,, . I.—;1 , .. ... q.. 1".. , x . ;.k�.,Lt,: At . ... � .. �1KI, t" ! �%. �I 1.;.1, .1-1 �1. . -�, ,.� , .,�t: . I., .. *- 1 . � . , . I , . , ". .�Ir I . . .. . �-,�, , i � �, , :A"l;- *, I";. .!.,�, - , ,-,-i,--.;,� -�, . �,1�4, 1 . -,i., � !,�,%.�i .,"*', , 11 I . ol, y , . I.I ;':� ?;I,:e I�..'t"t,It,;,* �., . " , �1,�--. ... I+ . ,.1 I— . .. . l, ': .* : , . ... , . , . 1 . ._ - . ;�, , !t �. _'_��:"_ �,. ,.: , .." . ll,j � ; 't ��', - ,_-.L. ;+� . ., off.", �, . .� I , . t " � ,, � ; , . . I At " .,I . . , .. I- ..I l .. - ,.� I . . . . .: . . . . , -, , 1 �iqxdej3f j.%,,-, � '.Zg .;ri L;;M, , , . _. ,� , - . I .... In, I -.,.z,,,- , " 11 .11 . . , 11", .- - - . "'.., 4 ..,.;. . ". . , _ . eOMP 1.*rW*i"., i .1 Efilding,..- - --, .t;.:-,: 1 :�,-. �1141 , ,- 'O'�..Plv, .: ":". � , - I , ,, - .; . A " . . - � .11 . ,-_1 .�.', , .,t � ,1,,-`,-,.� lit�I' , , -� - ,�,L if, '1' i,,, ,,�Z!,:-�-,..:! ,"'. ."". -. '44 . 001111MIM".. 11., . ,.. I . � � . 4.,�_m , 11 - � . .... ;..", ... -, 1..,�;'*,�..l iIe:i A'. - I. , 41. ..., , . . . .; . l, .�,:,:-:. !.'.I .. .. . . � . . ".. ; - , .. I.....-, '�7 _1.0- *....... , '. .- , .% .. .. �,,4-, ,.... 11 ,4 1 1 I 4" ;�1111�.� , .., ,. . .� . . . . . . . . .. '.L.. .. . .. . I . . 1. - . I .. ,1111 iiiiiiii I , . . . ...", ... A.... to-. - - - "'*, to . �' � .., , ..A . ' . 1.... , � . ...... - -, - , __ - 11 .. o ,� .- -. o%'k�.`,�,.-�,...:.11 ., . ,, , � _A., �_'� I 4k . .. , _I- . , . I -,,!-"i: "�.".�.�,�� .-� � . - t . . 1111 . i,�'. -,,..�.�_, - . . . , i:;.,"'l, 1,v . . , . _i* ,;,,, :.. - - - . '. o *.%� - " I'J. "'.Il: -��, . - _'... .... .-, 0 'm .11110% '.. . - I 1, � . % '. . .. . , , .- . 1 '. - ,: � .,:, , ..A-("-,.. - , �.. I -�$,� �1 iv, 11d6 . 46 4 ,w '. , . � to .l 1, ., ...,!.�. - .1, .. . ,�. , I., ". , . .. . �, ,.: . - - "t " lip j:" ..". 1, . :*� - , lk I , , 1. '..�: . I - I : ' I .. , C, . 4 4, � . �.. . + - � �.. '...., � _ . . , -.F -, .� .�i . , . , " ;." ',- I I .. , , . 'I *`� "- - � . . . . . .. I . * , - r. ;4, . .� �: , to . . , . - , . . i!� -�,,. , --..-. .,, . a. , �.. - I -- It "'I -4 ,Z" .. -.1 �: ,--, - I". : ,x*",* . :..,. , - . '�, rt :.."":.-,:.�! " ,ct"it.:,. I � . ," . . . ,, .. � . ' . .".4�,- -- , , .4i ,It- . ; . , , t , ,�. _I It I.i�--,;,. .; (111+:,j*�.! -,I,.t*:.,..,.._.- -.,. _..-� .. -,; . . .. . + - � ,Z'. -:. q,� it a .�, 'l:. � .. " . I.,%. .. . . �'. , I .. . . . : . . , � . t I to . ;. _ -W;lnjjyo� 1- ,i ;.?.�.. I � . " � , +. . . . . . . . � . . ,_..�O_ :,,.. :, ,: _, n.. 11 .. I... . . : - - - - -!,,;,r4itt,;t -.,-;,ttL , I . ? - . e#.; . .. "I � .,� . 1� ft. . : whr .:, . - ,,� - - !.. _ p ..;i.-t.�...,, :. - e. . .. .,:-- .. '. .%w , * , " , , . -.. , - ;. , , . . , . . ." P,, , <� it. " , l,'' , . , .., .�-'"� , . �. ".."i:, , - .. , ��:�--��,.,!;�-;�_ - . . . I Ii..,� at�16� B t',�:,�tt...,-� . , , , . : ._--.,--.--,-, � . - , iWO, ` .I stahlikilly It ,.: :; ", .. . .,. .: .7 'i., �,.,�:" , , . , , . . ,, � ` ,, . . �. 11 . I . ;,,, " .,'.* �"., . ':1 ... ��,. ,'�,�..-".:�-� ,";,"'� ,,� , ,:.- ,,, . . -, I _ l . . .,� .. -4. ' -1 " , . . '. 11' , , I ,*,.' %, .I- . . ... I , �., �. � , .+ ::..,L.,p , ". .. . ... . . � - . ." ., , I. I ;P7�k,;",,,, - . y , . . _: .. ..'.4. - '-:" *. �� � t, � t . , ,. �.;� .� .'.. 76 .,. "I ,, .. .. . . ,, , - .. i . "o, .1 p .. , -_ . . , 0. : " . .1 4 ; I ,1� . 1 4 - - - .., . . I - .. . I .. '. , , _ ,v;o,"" I . ,, ,V`I -� "! ;, ..�� � .., t �. , "I .. ,� )�%6 . I . , :1.1, , .� . ..".:''" t. �.. ..- ....., ?,� �+, r I - , .. - I.,.. - _.I, �k,w,- e,`,,#-" I .%I'll, - . .. .. , � . �'. '. ; ., . , 1.. "..j,"Ill, 4,.�Ia %"s�!,� , " I .,.;'A;m -. . - .% I. "l." . .. -I�:�e,,-, -,.,- -1gumb�'_ - ` ,1!`-, ,, -to I.. -?".:I I I .. I, . . , . ., J,.. -, ,,�_#�,..4.,,�,�it.A'.- t 1_(,�,�. I " -Y t 4 S'-''"'.T'.1-_,�_.,�. I.;l_L .. ."'I -, - I ,. ,.4" :, i"* - -, "___,.r ,� . .," ,; r'. ..:,?�.. , � _: !t,x- .... ., �, *.-.- .!At�, .. 11. 1�_ ..1.�. ,;,4. I . - , I ..- ;.'.,'.. .... � . . � ,., ..I . .. . . .It""�.. .� " '.J. ., ,!tI,.*-".-,.� . - - - ... � I. ,, . .I I . .1� 1 .,;I,.;.-,*1"", ., -4 . . . . I .;; . I , I " , . . . .. . I 11 ...,C.,, t-;..A . I- I I . * "' ; I. . ,c',-, I i , I - . % I , ,I r-"I"Vill 11. �� I v -.1 1. I !;" 1 4 . k.*� - � N "'; , ., 11 I � , z , 1: :7 7 14 1 : 1. � I., - V I " * - `� I. I " I I F,__,__-` " I I. l -- I I`./_ , , i �e , - . - . r,M,5"i" - , .1 `:-` I I It. I,"I 10, �'-,T� -, i - I EE77� - - I - - � - i - I too r :.1... ____-11`1 , , A- .,,:�,, --r-.4" V. . -i._ lim�� . , N6101&66� lv___,��__ I I- 1, - , , � I I __. -- ... .it 1 4 � ': - ".. , , ,� ,.,,r,-,�r-<,..-�, ;t , . I � I ,WKto e a,,�-..-,,. m , . I . . 1� + . 1 ., I ... . " -:",�,..,.,-" , . I __ .".- -. ._. .... lo, " . , 'Ar 1. . .". � . , I - - , , . . .. *� .,: '. 71' *, i-.�-.' , , . . -.. - '" ,. . - . -o". '. .-.,..It.; - , . .� c-I �. , ., ..'.., -"-�"o .'.,*,- . I ,� . ; i,.':;. ..i! , ..�. .+ .�". . __.. . I . . ".._.,."'_*""'..., _. _�._ ",". iij;.:�i_ .__ .. . I -f';7'i71' ." "'." 3i; *I I .1".. - .., . ,. `,ii,A.:!��%�,.M,.-o LAA%t�l 4 It— I'— ,;,.'A , "�, ��. - , .j - I . '. .- ': ,� ��`� i!Wfu`:i ,4.1 15' '; ,D.`�, . f",, !.." ,. I I - It. "%-i'� __: I.-... . I I, '' ,.: . , .. , " .r� ,. I 11 .. , '... '.". "�, r , . ! - , I .. -,-�_%.:.". , ..- I. .. ,�.. ,�:k4-t . '. . ,o, . '. f , , . .� . , , . , I -, it ., �.- ..�, :,r., I i : -� .4 I - � : ..,�.Iz,: - , ,"- " ,� . , .4: ''I , . i., ,. I . I, . , ,, , oe -2-�'- ". . ,_ , , , +, :1 -_,1":, to ,� .-, , I 1 , - ..�t.. - . .., I , -i, _I., t" . ... I.,�, - %�",.i. 'i f . . - . -- .. 4' :%,,, : ; ., - . -. : + : 'O � . .1 ., � !, . ;" �, '!-.": -- - : _,A�,-I� I ,;�Z: I . - . , '. 1. .. v 1 .",i . . ,,,�%." .�t" , . . ,.,.� ., , .:;.. ., . , .So_ . -,.1 �_ ,..i"O, "tv ,w'. . ,�-;..' ".. ".L.;_ - ,-.,- ,. I w . .I . . � � __ �,. 4-, . .Z.1 . �1 V* ,�, I o :,4, , , � � . .I ;.I , .. . .. , - � ,.�-� .*Z',� "", - 4, , " -` . ... I , . - , . ..�, ..*,*_ " O' -,_'. .r , _.,Olp + e . _m.t-I"".--,-I..*. Lt � ,"� . I , . . � ... . - .. � I ) .(4"' I U, :*, ;�41,�,...;": � j]o ..-f,A.N.--- " I , ,;, " . . . . � i I - * ..;.� . ,. 1,l I.(..�- - . . , , _�. . 1, . . I v � 4 , _ _, , � , ,� 1':I�r,O'.7 I !,j 1.;t . : '. '." . I I , . I . , . ,.;: t"I . .. . . 4 :;*��:. . :� .. , .1.. .. f. If, I . , lilk:��'11� - . I I . -1, k ,. .�, L, - 4 I-, * , .... . I . -.,.,.-t4._i - l" .,., I , ,. --;.. t'. o'! ` . � , .��j , .. ( . . . . ,, ,.." .1- I ., . .ko','.';-".- i ... . , .., - .. . �.- I. . . . .. ., .. . , ,,i, � - , 1;1.�?. � " - . . I., -;, 1. . - � , .:.� , , , --, , li",* - I, . I � � , - M , + - P " -,,,, .", "'.�.. 4 . I I . I I . ., , . j � % v . ,� ,. ... . , .. , , ... , .. .I . 4 I , , .. � ,, I I .. .'A �, � , ��:.. %,"� r.%,;I ..11, , . . - I - i- - - I. , ..1� .. .. � � .. . I. .. , . , . .. .. � , � . . . ,, ,.. � I I , I., . . ..:4 1, "I,,�"X 4� ,, Ootv. or,..V!�,ti, � .I I : i I �. .1 . : ji� ., �tv."#,,,,.. " X", I - I_ I ,+1.. %- . .,� :�, F; ��:- I - , , . .1 4 1- :�6_ % *:,:. z , ,�, ...4 :!�, . .. .% 1.. .-4 ."'. . . e, , . . I . �., - I , ,,- . ., .". - ,-, t - - ,�l � ,�i . � , � ..... 1. ,� ,I�l ,1. . I - I . ,;7. ", -.".%;". I -yllmt;_� ..,.�p_ , i .!,-4 .; - " .I � I".. 1.I - 's I , ��A 1, ...... ,t ..." .:� "l-..., .. - .+-; I...�j. '. - .,._*- . t., 6 -t*-'.; " :, -, ;: ; ,,1 4,�;,;t, .- �� �.J.&.-, - �,, o..- . ,� �_. ��,"�"J�- --,_-g- ..i. ,III ,-. I -7.111-1i l 111-t ,.I f.-I - !%)-�f,_ % r�ZN_ . ; .. . . ;�,F. . . " _ O"A., ..: 1,. , ,T, I I ;, - ,-i -'-. ,,, , ".. " : "f�.J.11. " , , -op.I ..'' ,.- -A- %qA ",-,*;1*7-;�.�4,�::*.L�":"*��. I , " _� 1 4.1� ,,."- .i .�, j i ;,iwwi��r , , I F : "; .' -1;�- �q�.,-_ ,v.-,-. .. I - . . 11_i:L4 P�-r�_ , .I . _. . .1 . . .. , , of cyl. , � . . . - 1'. IFI,�1," " .L " .'� .- " .. - , bi�� � -,L � . ,��a ..X. -,-.- - - _. __ ., I A �1!1410 I" L'iii.I !I'" ,i - __ k . I I'A.. .. ,_. I NX T4 't_I I.. 1i - �-�O�_-,- . .- . 4. .�., . � �,. .., . . . �.�.1,4. ,. 1, . . . - I I- '-1 ;,4 . " -, , , - , ., - , � I I- ,� . . . -, '. , - ,I .. . S."-- " ..''.-� I. - - . -*.,_�,- _., , -- ,. -, , --- . . I, . . ... ,. . . .. - ., ,l. , . . . . . .., .1. ,;,; .. I I + - Iok'aS fLL)il", j I,.-- ... '1�+ " .1, `.'-*....:.0 ". � ", O' � ".." . ,,i jp '.". 4 .'' , � ..;-4 -1 it:, �._ 16 . .. - . . O � . . , �, 1, . .. , '. l';,I ; ,; . . � _Z , . , , - . . .., I ,� 7, �_..�, ,;., , �. � ; -!,"A,-,-,.. , , " ., " ."�.r, ,�'_",I-_ ,: "" " .' ".; .! I .-. . . -� ox. -, , , , � _�. -W 1'� - I , * , , . I j k ,11, %,,: ,, - I 1 . I,11 �I 'i , ,'.I .. It . ,I. . ,, - ,I . . . * "- � I , . " - 1. . ..:.4 4"L I. I. - - , .. I . . .1 - - t-, - '-� ,,,,�- . . , I. ". k..."l,1. -1� .,""'.4, �. .7, � . . - "I ' ' " ,�'-AS,4.ok % v ! -��- v o.- f, - -,r�- , . ,.f I I - . . J.,' �,Jl# '�i. . '4, - -�""" I .,- . . . ..It.I , ..%%.(,,,.,� :,A.,,*_.�.�!.-e, ..: .? -'�'j lit - (I�"Zl%t 4 ..*4zq,4'. 1 .. � I . 4,A. . , ,� , I,li, I . 0. , t. . --;,e. I I -'. +-I."io'k,"..;t'. .. . , . " . . -- � .Is . , - .. � . "..: ,�4 , . . 1.;.��': �'W"61 , -,C-.. _ i.1.*4 I , _ 16#1- .;,. -'*,t,' -,:. '%.'*1...1;4.::.., __ . . . - . - - -. ___. ..- . . - . . .- - '. 1.- ,,,,,,,., ,�'.'itt '. 1�, ,.:.�' I ; . , 'j ".I. . ., ''Ill" I.- ,4� .,,,o 1:11t"Ilf 1,1� , O.:Jj, , .. .�" . % , . .0, . , - . ----I- I , .01 � , ,�, it,', Y & - e I . I c'. I . + . .. I " 1 4 - , .A :* � "'A ,,,,.,, � ') , ..,. .1 - ;1. , "l 't , )%", - - ,:. 'o � I , . + . .: + . I ., ., , .,, I -,-:V ".1.-C , I I�,V ;+� �: %�lm:11 , ,j i,11, ,:k �U. .� - " , � ,. . . . ;.;..I , . ,� '' ,..* I I . . . Z, I ,:%1. , ,; I ,.',., . , . . .._..lt,: ,4 , -. I. ..,..:I I ' - ,tok, " "" '�v ;,p .� , 4w�#,'il&l' _ _ , . , . . I . I - 4 . I, Is '. .L.." . , , _ . �0- I , �..,-.*�''; N , . ..� I �-'i�% :�'. ,. I of or,.�ql.`,' I . .. . , ,. . , ; J . . , _ .;u* : " '.. . .. . - - - - - , _____ .- -----.--. .- '_ - '. .1% ; .1. .� � "'.. . . I" , to I. , , lot . . , " ,-t I :, "f, O'i, , - I _____ .- - i,,,,, !�,- " -- L ."". " *, , !W1..: ;. . -_1C.1.; . '.. I .0. -I , ., � . - , . � I ., $ , , 0 .�,,v:'..., I - . .�O; � , -_ __1 - I . �* I :,�,�,` � I ;, .it' .. t. -f-b ; ., , t �,,,i", 0 $m* I, "I'.,.. ,, ;4 .., ,,, -1 __.- - _1 I , ,: !�.j�i�� I�,, . I � ,.1, � -- , . . 1-1 ____j��_ . . . - - I __.____ it . , -, Ii ., - 1: - i - ___ - --.-. : ______- - , - __