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0463 OAK STREET (CENT./W.BARN)
o UPC 12543 Now 3. IOR IIASTINOO,MN ALSO see calryVI a a .i... -,-�._,. _.�:. •.•., - .� '� ,;�.. ;,, :y.,. •:.i 4T�.,..., +ro °��1� .a- ��:. �,�,� �b, 6. sit�."\���. a},...,+rL 1...__�:iS ..,.w.t.�;tt�... _�i - �'+• Z c � � r _.--_�..' -�f- t...:..:�f,.zuse+5: ;r•,�s= ''-eaixf'%I+' 'r-7[`".7'Yni`h'ii`.i�ac�n^dEate 'w::�' N.:;siiti;..r.djlAG_>..a:fJ:�:simc,�.,:e-::isao_z.— 4' _ __ � .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /o'D a i v3coQom'' Map Parcel 6 lY Application # u , Health Division /_ l� OWrs Date Issued GFeel, Conservation Division � L Application Fee 6U 7 Planning Dept. Permit Fee Date'Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis 1�Nv Projects Street Address L 3 O o kc SA s-e-e4 COwner n �5�,-, �,,,.,...��.,C �A)nS Address y U Con � 1��1 tl P�Q GroS® Telephone 1�,� � 3 l9 - I D 8.6 Permit Request CC e x�s43,0 C"d 3 _1?Ry s: oe.Ssv,AJ, W I CrNkle -S. C-4 i37_' 6n 4e eA VS44 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation A-9 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King'sH'ighway: OYes--w No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other- r f Basement Finished Area (sq.ft.) Basement Unfinished Area (sgft� - Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new a Total Room Count (not including baths): existing new First Floor Room Count- r 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—Po ol: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name._ ���c'`"�:�y. �r�c.l Telephone Numb�4 101 -7 (Address License # CS 0 9 4 6 y 1 M 0-,"A 0 Home Improvemer tFContractor#.70 Email p�- . ��c-��C, 6 nAwS w", Co 1\, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE .--DATE6 L 'FOR,OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. +- -, ADDRESS ' VILLAGE J OWNER: r DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL GAS: ROUGH 4 FINAL 'r- FINAL BUILDING .DATE CLOSED OUT ASSOCIATION PLAN NO.; Y� . . f Massachusetts-Department of Public Safety Board of Building Regulations and.Standards Construction.Supervisor License::CS-094647f=T}, PETER P SCRENIPA 15 SANDERSON DRIVE, PLYMOUTH MA 023�TY 91 Use for permit at 463 Oak St,Barnstable,MA Expiration Commissioner 1212012015 i t i The CommonweaUh of Massachusetts Department of Indus&ialAccidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/din Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PFJUMTrING AUTHORITY. Applicant Information Please Print Legibly Name(Businesslorgmization/Individual): Industrial Communications, LLC Address: 40 Lone Street City/State/Zip: Marshfield,MA 02050 Phone#: 781-319-1111 Are you an employer?Check the appropriate box: Type of project(required): LE]I am a employer with SO ecoplayor8(full and/or pare .i - 7. New construction In I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp,insurance required] 3.Q I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑B Demolition 14 Q Building addition 4.E]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 arc sole ME]Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have caploycrs and have workers'comp.insurance.* 14.ElOther telecommunications 6.❑We ate a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.itu a mom rcquirrd.] *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 arc doing all work and their hire outside contractors must submit a new affidavit indicating such. *Contractors that creels this box must attached an additional shed showing the reams of the subcontrectors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. e i lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. . Insurance Company Name: United States Fire Insurance Company Policy#or Self-ins.Lic.#: 4087256058 Expiration Date: 01/01/16 1 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby eerdfy der thepah , enaltiw ofpedury that the information provided above is tme and correct Signature: ^f / Date: T Phone#: e761¢ //Q / ©l Of f idal use only. Do not write in dds area,to be completed by city or town o&iaL City or Town: y Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other ` i Contact Person: Phone#: I ® DATE(MMIDD/WYY) ACORN CERTIFICATE OF LIABILITY INSURANCE 3/12/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. COWTACT PRODUCER NAME: he Driscoll Agency,InC. PHONE 1 1 AC No 93 Longwater Circle E-MAIL IL�: P.O.Box 9120 Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC A INSURER A INSURED 2066 INSURER B:Un*ted States Fare Insurance CO 21113 Industrial Communications&Electronics, Inc. INSURER C: River Insurance Industrial Tower&Wireless,LLC INSURER o:Crurn&Forster Inderrinily Company Industrial Communications,LLC;40 Lone Street Marshfield MA 02050-2102 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:1133853951 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. TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR LIMBS LTR INSR WVD POLICY NUMBER MMIDD MIDD B GENERAL JABanY 5439910923 /112015 /1/2016 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $300,000 CLAIMS-MADE ITI OCCUR MED EXP Any one person $15,000 X Contractual Liab PERSONAL&ADV INJURY $1,000,000 X XCU GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO JECTLOC $ D AUTOMOBILE LIABILITY 1337358141 /1/2015 /1/2016 Ea accident 1 000 000 BODILY INJURY(Per person) $ ANY AUTO ALL OWNED N SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS ED PROPERTY DAMAGE $ NON-OX HIRED AUTOSAUTOS Per accident $ C X UMBRELLA LIAB N OCCUR 5811038064 11/2015 /1/2016 EACH OCCURRENCE $10.000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION 4087256058 11/2015 /1/2016 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE� NIAOFFICER/ E.L.EACH ACCIDENT $1,000,000 (Mandatory In NH)EXCLUDED? (Mandatory In BE E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe under E.L.DISEASE-POLICY LIMIT I$1,000,000 DESCRIPTION OF OPERATIONS below Installation Floater QT660221D1260TIL15 /1/2015 /1/2016 Job Site $300,000 In Transit $100,000 Temp Location $200,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION 30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Industrial Communications LLC ACCORDANCE WITH THE POLICY PROVISIONS. 40 Lone Street Marshfield MA 02050 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Town of Barnstable Regulatory Services IIDAMOMMA : Richard V.8cA Director i6�•�`� Building Division 'lomPerry,Bu Rdi ng CommPsdaner 200 Mafia st=eA Ryaania,MA 02601 Wm town barnstable uaa.us Office: 508462-4038 Fe= 508-790-6230 Property Owner Must' Complete and Sign'Ilais Section If Using A Builder �i P � Y` !1-�i�t l4�GE�•J V/ � ,as of the eat �P bereb7MAhorize �� �, SCt•enc.i:: m act onmybeba}f, in all mat m=lative to woik authorized by this bul6g P=A application for. j (Address of Job) **Pool fences and alarms are the responsibn yof the applicant Pools are not to be filed or utilized before fence is installed.and all final ' inspections are performed and accepted. Simiaue of Owner Signaane of pliant PrintName Print Date WORM70WERPEMMMaMMOOLS l i v v � I o ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .19q Parcel a� 4d® �� p(l` DO Application # Health Division VU G rips 5xt,-c r1 Date Issued Conservation Division ,U1 Application Fee Eloo Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project;Street Address �63 Oak S•naai r Village nn ,Owner�re��1,.5��,J WrtiE ,�,���+ens b �1 aAr-o,\,o Address UU l o•e 5���; M�s�P �l� , MA OZoSQ Telephone: Qc oU Permit Request Ke^or2 9 �� An�enn�S c�•J2 g7 NMAS- �d� (�«' G�`� Rocs of 4 -{��o j b¢� ('2 ^.uv� P�So J ,I� F,�a� C C.SJ e,.s Sit C-Alt C fir,, G 'J-- �'Aft.As \r e 1 S''V �. L� 110, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatiota3,75o Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor m Coup -i Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No * Fireplaces: Existing New Existing wo d/coal st ye: ❑yes ❑ No C) Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ ne,,, size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: m Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) `Name '�C-t�r � nL Telephone Number TR 1 " 3 !9 - 10 ► 7 ' � , 0-1340License* *C-S - 09 y 6W7Address � � + Home Improvement Contractor# F-ma-1 i O Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE'��^' DATE 5"a�g JA {9 FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: :��FO.UNDATI.ON;Ut���?k�t_�r_ �is� fuuAY; �;•, _ r FRAME iINSULATIONs ;, FIREPLACE ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED.OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations ' I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual): Industrial Communications,LLC Address:40 Lone Street City/State/Zip: Marshfield, MA 02050 Phone#: 781-319-1111 Are you an employer?Check the appropriate box: Type of project(required): 1.❑,/ I am a employer with 80 4. I am a general contractor and I employees(full and/or part-time).' have hired the sub-contractors 6. 0✓ 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 8. Demolition working for me in any capacity. employees and have workers' $ 9. ❑Building addition [No workers'comp.insurance comp'insuranceJ 10.0 Electrical repairs or additions required.] 5. We are a corporation and its ep ' 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no telecommunications employees. [No workers' 13.0✓ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that its providing workers'compensation Insurance for my employees. Below Is the policy and fob site information. Insurance Company Name: United State Fire Insurance Company Policy#or Self-ins.Lie.#:4087055304 Expiration Date: 01/01115 Job Site Address: OILS CJ I� S`� City/State/Zip: P>64L�46- L46- IV+ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration d te). 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 hereb cerd&pnder the d nalti er'u that the in ormation provided above is true and correct + Si tore Date 1 1 Phone#: 47AI LLI 0/ i Official use only. Do not write in this area,to be completed by city or town of`Icial 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 b.Other Contact Person: Phone#: �1c R® CERTIFICATE OF LIABILITY INSURANCEFIDATE'M 20120MIDDIYYYY) 20/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER NAME: The Driscoll Agency, Inc. PHOIA/CNE FAX A/C No 93 Longwater Circle E-MAIL , P.O. Box 9120 ADDRESS: Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURERA:United States INSURED 2066 INSURER B:NOrth RaVer InS_u_[anC_e_C0M U05 Industrial Communications&Electronics,Inc. INSURER C: um&FO[ge[J .dBmpity Company Industrial Tower&Wireless,LLC INSURER D Industrial Communications, LLC;40 Lone Street Marshfield MA 02050-2102 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:465910656 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. ILY EXP TR TYPE OF INSURANCE IINSR NR SWVD POLICY NUMBER IUBR MM/DDY/YYYY MM/EFF DD/YYYY LIMITS A ' GENERAL LIABILITY 5437179621 1/1/2014 /1/2015 EACH OCCURRENCE $1.000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occunence $300,000 CLAIMS-MADE 13F]OCCUR MED EXP(Any one person) $5.000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- LOC $ C AUTOMOBILE LIABILITY 1337330583 1/1/2014 /1/2015 Ea accident $1,000,000 _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED x SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident I Is B X UMBRELLA LIAB N OCCUR 5811011856 1/1/2014 /1/2015 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 DIED I I RETENTION$ $ A WORKERS COMPENSATION 4087055304 1/1/2014 /1/2015 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N O.BYLLIMI.S' ANY PROPRIETOR/PARTNER/EXECUTIVEF N/A E.L.EACH ACCIDENT $1,000.000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If Yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION 30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Industrial Communications ACCORDANCE WITH THE POLICY PROVISIONS. 40 Lone St Marshfield MA 02050 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen•isor License: CS-094647 PETER P SCREN�A 15 SANDERSON tmt PLYMOUTH M.� �? Use for permit at Oak St,Barnstable,MA Expiration Commissioner 12/20/2M Brian Sullivan Subject: 4DE1042C—463 Oak Street, Barnstable Ma From: Mike Umano fmailto:Mike.Umano(a)induscom.com] Sent: Wednesday, May 28, 2014 3:27 PM To: Brian Sullivan Cc: Tom Lennon Subject: 4DE1042C—463 Oak Street, Barnstable Ma Brian, Please accept this email as confirmation that Peter Screnci (license number CS-094637) is an employee of Industrial Communications in the capacity of Project Manager and is covered under Industrial's current Workers'Compensation Policy#4087055304. Regards, AUe 1m kgfi* commuRtWOK Michael J. Umano President 40 Lone Street Marshfield, Ma 02050 Direct: (781) 319-1005 Fax: (781)837-4000. Cell: (617)799-2418 Email: mike.umano@induscom.com 1 i Town'of BaMstable Re •mumatory R Richard V.E614 Interim meector Bwldmgniv&on Tom Perry,Building Commissioner 200 Msfn Shu-t RYU*MA 02601 www.tm barnstabkme.v8 Office: S08-862,4038 Fast: S08-790-6230 PtVerty Owner Must ComPlete.and Sigh This Secion r Us uiI e 0W=Of the aubjectpnoPetq hazebp anthorixe 'Lff,Q �Af Tld/G to act-on my behalf, in alI matt=relative to e 'd-by tide buu&g pew (Address of Job) I **Pool fences and alarms are the res�o . . are not to be filled of utilized before fp nstb �of the aPPlicatit• Pools itupectimm are petfor�ned and accepted.a is installed and all iioal .. Ss$natnre of ��-.-{` %mtme of Applimt P=t iV'sate { t Mass. Corporations, external master page Page 1 of 1 William Francis Galvin a Secretary JJ' O of Commonwealth ofMassachusetts Corporations Division Business Entity Summary ID Number: 203960508 Request certificate New search Summary for: INDUSTRIAL TOWER AND WIRELESS, LLC The exact name of the Foreign Limited Liability Company (LLC): INDUSTRIAL TOWER AND WIRELESS, LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 203960508 Old ID Number: 000912417 Date of Registration in Massachusetts: 12-23-2005 Last date certain: Organized under the laws of: State: DE Country: USA on: 04-26-2005 The location of the Principal Office: Address: 40 LONE ST. City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The location of the Massachusetts office, if any: Address: 40 LONE STREET City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The name and address of the Resident Agent: Name: CORPORATE FILING SOLUTIONS, INC. Address: 425 BOYLSTON STREET THIRD FLOOR City or town, State, Zip code, BOSTON, MA 02116 USA r^ Country: The name and business address of each Manager: Title Individual name Address MANAGER FRANCIS DIRICO 350 N.W. 215TH ST. NORTH MIAMI, FL 33169 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: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=203960508&... 5/28/2014 Mass. Corporations, external master page Page 1 of 2 William Francis Galvin K4r,/!Y Secretary CDC oftheCommonwealth ofMassachusetts ! \1 Corporations Division Business Entity Summary ID Number: 203960508 Request certificate New search Summary for: INDUSTRIAL TOWER AND WIRELESS, LLC The exact name of the Foreign Limited Liability Company (LLC): INDUSTRIAL TOWER AND WIRELESS, LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 203960508 Old ID Number: 000912417 Date of Registration in Massachusetts: 12-23-2005 Last date certain: Organized under the laws of: State: DE Country: USA on: 04-26-2005 The location of the Principal Office: Address: 40 LONE ST. City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The location of the Massachusetts office, if any: Address: 40 LONE STREET City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The name and address of the Resident Agent: i Name: CORPORATE FILING SOLUTIONS, INC. Address: 425 BOYLSTON STREET THIRD FLOOR i City or town, State, Zip code, BOSTON, MA 02116 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER FRANCIS DIRICO 350 N.W. 215TH ST. NORTH MIAMI, FL 33169 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: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEfN=203960508&... 4/29/2014 Mass. Corporations, external master page Page 2 of 2 Title Individual name Address • REAL PROPERTY FRANCIS DIRICO 350 N.W. 215TH ST. NORTH MIAMI, FL 33169 USA REAL PROPERTY MICHAEL J. UMANO 40 LONE ST. MARSHFIELD, MA 02050 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report ^ Annual Report - Professional [] Application For Registration Certificate of Amendment v View filings Comments or notes associated with this business entity: ^ v New search r } i http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=203960508&... 4/29/2014 I 9- 34 Hemingway Drive ADVANCED East Providence, RI 02915 Phone:508-342-5339-5339 ENGINEERING GROUP, P.C. December 29, 2010 Mr.Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 RE: Engineers Final Inspection Affidavit MetroPCS Equipment Installation 463 Oak Street Barnstable, MA 02668 MetroPCS Reference: HYNO031 B Dear Mr. Perry: In accordance with Section 116 of the Massachusetts State Building Code, on December 14, 2010 this office performed an inspection of the MetroPCS equipment installation at the above-referenced location. The construction scope of work that was inspected consisted of the installation of wireless telecommunications equipment including: three (3) panel antennas, and associated frames, mounted to the existing 165'±guyed tower, six(6) 1-5/8"diameter coaxial cables, one (1) radio equipment cabinet, (1) battery back-up cabinet, one (1) power protection cabinet, and a cast-in-place concrete slab-on-grade. The purpose of the inspection was to establish compliance of the completed project with the approved design plans by this office entitled "HYN0031 B, Oak Street ICE Barnstable" dated 9/22/09, Rev1"sheets T-1 through E-2, and applicable provisions of the Massachusetts State Building Code. Based on the inspection performed, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that to the best of my knowledge, information and belief, the work has been done in accordance with the approved plans and the provisions of the Massachusetts State Building Code. Very truly yours ao���pvtw OF e4s�cyG�� A111 MARC R. Marc R. Chretien, P.E. CHRETIEN Advanced Engineering Group. P.C. CIVIL No.40313 '° gfGISTE�E� � 9o�fSPONAI s HYN0031B-CCA TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `Map 11?V Parcel 01 Application Health DivisionwM,4,jDate Issued Conservation Division Application Fee Planning Dept. cam` � Permit Fee yQc( a Date Definitive Plan Approved by Planning Board C,� Historic - OKH Preservation / Hyannis ��`"�� P�rojeetStreet Address S/�� (�glG , r,Village.-`(:�, eoiyE4de /wcjT 4 Cc Owner,�"` �.fr�+a l w��C✓6���fiQ9�`�� Address c/U Ga H e S�L, MAVikelV f l A Me ��cS Telephone --, '►{ Oc I �� /� 7 -6 1.3 y Permit Request_ 4-, u Ar^-oaaW J-e all ��/y) yWc��r�✓Gv� ��U��, = AA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District I-K— Flood Plain Groundwater Overlay Project Valuation U/o Construction Type t�:. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ©� Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood c/ oal stove❑e ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: Aexiisting q'new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: G A � Zoning Board�of Appeals Authorization appeal # &Q-66_% Recorded 0� w Commercial des ❑ No If yes, site plan review # Current Use P—v-,ckff e'v��udc49o-,,J Proposed Use S_w► e APPLICANT INFORMATION C(BUILDER OR HOMEOWNER) �m� .. LS c --L " `Telephone Number.= 7 Address. I.IMJ(,;, T: License # r (:f�(��� Q2 Home Improvement Contractor# Worker's Compensation # 4-0,9 7C3 S7 2.9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Sc- % C/f✓L t) 1 oC ,p SIGNATURES ..DATE, W — Z ,r FOR OFFICIAL USE ONLY i APPLICATION# DkrE ISSUED i Ml#P/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION j FRAME INSULATION FIREPLACE' i ELECTRICAL: ROUGH FINAL a PLUMBING: ROUGH FINAL GAS: ROUGH FINAL !; FINAL BUILDING r; 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 /7 Please Print Leeibly .1�-NaMe(Bt si ess/Organization/Individual): L�/Vij(�,�l�A L ( F�K�1 Iyl yit/�G�¢nt�/✓� L LC Address:, `fo Lo^/� si City/State/Zip: A0Al' f /--2-7 Phone#: / Are you an employer? Check the appropriate box: Type of project(required): 1."a employer with =, 4. ❑ T-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 working for me in any capacity. employees and have workers 9. Building addition [No workers' comp.insurance comp, iasurance.t required.] 5. ❑ We are a corporation and its 10.0 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' 1311 Other comp.insurance required_] . 'Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employ=. 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:_ViV In-Z �;;-A—Irs r)1QE_ ZU URAQ0,&f&A) Policy#or Self-ins.Lic.#: o /0,5 •rz A 9 Expiration Date: Job Site Address: /�(J1 f1iL°zk City/State/Zip: Attach a copy of the workers' compensation policy.declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of.MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for.insurance coverage verification. I do hereby certify nder the pa' d penaltie's of p�erj' ry th he informatiioonn provided above is true and correct: Si attire: Phone#: 6m) / — / O/ V� 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 1 IndustrialIndustrial Communications&Electronics,Inc. Communications Industrial Tower and Wireless,LLC ® Industrial Communications,LLC 40 Lone Street Marshfield,Massachusetts 02050 781-319-1111•Fax 781-8374000 www.industdalcommuniraUons.com November 8, 2012 Mr.Tom Perry Building Inspector Town of Barnstable 200 Main St Barnstable, MA 02601 Dear Mr. Perry This letter serves notice that Chris Mitchell is employed by Industrial Communications as a Supervisor within our construction department. If you have any questions please do not hesitate to contact me. Sincerely Thomas Lennon Vice President/Secretary E TOwn of Barnstable � 2egulatory Services , B" $ Thomas F.Geer,Director 3 � a a Bu dingDivision . Toro Perry,BtWdiii Coinmi§sioneY j 2'60 Mam:Street;Hyannis;`MA'02601 j www.towa barnstabl&hi,iL Office: 508462-403;8 Fax 508-790-6230 Property Owner:l1/.tus:t Complete.and.Sign Tb�is S;ecto i If Using A.Biiilder. I, % .L�/l��®N `Yl� ��q✓�as dwnet-of idle subject, to l P PAY hereby authoiize� to act on my behalf in all matters relative to Work authoirized bp.this:bulding•pemiit 7 rX (Address of Job) P:ool.fences and alarms`are the responsibility of'the applicant: Pools are not to be.Ul d before fence is installed and pools are not,to be utilized until all final siispecti.ons�ate performed d<a'ccepted. Signatute:of Ownet SlgnatutVo Applicant T .✓�D�J x f PV/Lg��-f.�ll7� Print Name Date QTOAM&OWNIERPERMISSIONP00IS j m o < m S W .�. _m 0 o = f- ox m . Cn c A N O C License to be used for Metro PCS 463 Oak St. Hyar istOWing permit only. 1 _ m x S c• A 1 r a� n M. C a CD = c N (D Win' � s ip- i o•. CERTIFICATE OF LIABILITY INSURANCE ACORD DATE(MM/DD/YYYY)® 3/26/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: The Driscoll Agency, Inc. PHONE FAX 'C. /C No):781-681-6686 93 Longwater Circle E-MAIL ESS: I II P.O.Box 9120 Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURERA:United Statesr n INSURED 2066 INSURER B Company Industrial Communications&Electronics,Inc. INSURER C:CrUM&Forster Indemnity_CDmMy_ Industrial Tower&Wireless,LLC INSURER D: Industrial Communications,LLC;40 Lone Street Marshfield MA 02050-2102 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1439870719 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 LTR INSR WVD POLICYNUMBER MM/DDIYYYY) (MMIDDIYYYYI LIMITS A GENERAL LIABILITY 5437167525 1/1/2012 /1/2013 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $50,000 CLAIMS-MADE a OCCUR MED FRCP(Any One person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2.000,000 POLICY X PRO- X JECT LOC $ C AUTOMOBILE LIABILITYWMblNI=USINuLh LIMIT 1337317659 1/1/2012 /1/20113 Fa accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS ( )BODILY INJURY Per accident $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA LIAB X OCCUR 5530948182 1/1/2012 11/2013 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 DED I I RETENTION$ $ A WORKERS COMPENSATION 4087035729 1/1/2012 /1/2013 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICERIMEMBER EXCLUDED9 N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $500.000 If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Notice of cancellation provision is 30 days,except 10 days applies for non-payment of premium. CERTIFICATE HOLDER CANCELLATION30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Industrial Tower and Wireless,LLC ACCORDANCE WITH THE POLICY PROVISIONS. 40 Lone Street Marshfield MA 02050 AUTHORIZED REPRESENTATIVE Sc7e ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD r Bk 208.2S. F*:o3031 41FE64213 1 1-02-201 2 a 12 = 41 g. 14 � x4m Town of Barnstable 71 Zoning Board of Appeals -• -; :, Decision and Notice Special Permit 2012-051 -MetroPCS Massachusetts, LLC Modification of Special Permits 1973-47&2004-111 To allow for additional equipment on the existing tower Summary: Granted with Conditions Petitioner. MetroPCS Massachusetts,LLC,as Lessee 285 Billerica Road,Chelmsford,MA Subject Property: 463 Oak Street,Centerville and West Barnstable Assessor's Map/Parcel: 194/026/X-01 &X-02 Property Owner. Industrial Tower&Wireless,LLC,40 Lone Street, Marshfield, MA Zoning: Residence RC District Hearing Date: August 22,2012 Recording Information: Deed:Industrial Tower&Wireless:Book 23823 Page 303 Plan:Book 625 Page 35(Lot 1) Special Permit 2004-111:Book 19258 Page 335 Background In appeal No. 2012-051, MetroPCS Massachusetts Inc applied to modify Special Permits 1973-47 and 2004-111. The Petitioner proposed to install four additional microwave dish antennas on the existing lattice telecommunications tower. The dishes were 26 inches in diameter and 11 inches deep. The antennas would be mounted at a height of 160 feet. Accessory equipment(antenna mounts and cables) and improvements within the existing fenced area leased by MetroPCS were also proposed. The subject property is located on Oak Street,just south of the Mid-Cape Highway. It is developed with a 160.foot lattice telecommunications tower and an accessory equipment shelter. The tower and equipment are located within a fenced-in area in the center of the lot. There is no other development on the 3.53 acre property. Both the tower and the property are owned by Industrial Tower&Wireless, LLC,who in turn leases space to several telecommunications providers. The subject property was purchased by New England Telephone and Telegraph Company in 1946. In 1973,the Board granted New England Telephone and Telegraph a Special Permit to expand the non-conforming use of the property for radio and telephone communications and for the non-conforming structure (the tower). That permit was modified in 2004 to allow a portion of the 10 acre property that was initially owned by New England Telephone and Telegraph to be divided and sold; the resulting division created subject 3.53 acre lot. Procedural &Hearing Summary Special Permit No. 2012-051 to modify Special Permit 1973-47, as modified by Special Permit No. 2004-111 to locate four additional microwave dish antennas on an existing lattice communications tower was filed at the Town Clerk's Office and Office of the Zoning Board of Appeals on August 29, 2012. 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 September t: Bk 26821 Pg 302 #64218 , Town of Bamstable Zoning Board of Appeals—Decision and Notice Special Permit No.2012,051—MetroPCS Massachusetts 26, 2012 at which time the Board found to grant the request subject to conditions. Board Members deciding this appeal were Board Chair Laura F. Shufelt, William H. Newton, Craig G. Larson, George T. Zevitas and Brian Florence. Gent'Squires of J-Lee Consulting represented MetroPCS before the Board. Mr. Squires reviewed the proposed dish antenna installation with the Board. He confirmed that a structural assessment has been conducted for the tower. Mr.Squires explained that the installation would be located within MetroPCS' existing leased area in the tower and utility compound. He explained that in 2012, MetroPCS was able to install an antenna array on the subject tower without ZBA relief because the installation replaced similar equipment removed from the tower shortly before. He stated that this installation would be in addition to MetroPCS' other antennas currently on the tower. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact At the September 26, 2012 hearing,the Board unanimously made the following findings of fact for Appeal 2012-051, a request by MetroPCS to modify Special Permit 197347, as modified by Special Permit No. 2004-111 to locate four additional microwave dish antennas on an existing lattice communications tower: 1. MetroPCS Massachusetts, LLC petitioned to modify Special Permit 1973-47, as modified by Special Permit No. 2004-111. The permits were issued for the expansion of a preexisting non- conforming use and expansion of a preexisting nonconforming structure. The applicant seeks to locate four additional microwave dish antennas on an existing lattice communications tower. 2. The subject property is located at 463 Oak Street, Centerville and West Barnstable, MA, as shown on Assessor's Map 194 as Parcel 026-X01 and Parcel 026-X02. 3. Special Permit No. 1973-47, as amended by Special Permit No. 2004-111, recognized the legal preexisting nonconforming use of 463 Oak Street for telecommunications and the telecommunications tower as a legal preexisting nonconforming structure. 4. This application seeks to modify a Special Permit decision previously rendered by the Board pursuant to ordinance provisions authorizing expansion of a preexisting nonconforming use and expansion of a preexisting nonconforming structure. 5. An August 9, 2012 Site Plan approval letter was issued for the proposed installation. 6. The proposal by MetroPCS to locate four new microwave dish antennas on an existing lattice communications tower at 463 Oak Street meets all of the requirements of Section 240-107 of the Zoning Ordinance. The proposed equipment conforms to the setback requirements in the RB District. 7. Based on an evaluation of the material submitted and the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and does not represent a substantial detriment to the public good or the neighborhood affected. The proposal will not be substantially more detrimental to the neighborhood than the existing building or structure. The vote to accept the finding was: AYE: Laura F. Shufelt, William H. Newton, Craig G. Larson, George T. Zevitas, Brian Florence NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2012-051 subject to the following conditions: 2 Bk 26821 Pg 303 #64218 Town of Bamstable Zoning Boatd of Appeals—Decision and Notice Special Permit No.2012-051—MetroPCS Massachusetts 1. This modification of Special Permit 1973-47, as amended by Special Permit No. 2004-111, is granted to MetroPCS Massachusetts, LLC to allow the installation and operation of four new dish antennas on the existing tower at 436 Oak Street, Centerville and West Barnstable, MA, and accessory equipment as shown on the plans submitted and approved by the Site Plan Review Committee entitled "MetroPCS, HYN0031 B Oak Street ICE Barnstable, 463 Oak Street" consisting of 6 sheets as drawn and stamped by AEG Advanced Engineering Group, dated 07/26/12. 2. The remainder of the conditions issued with Special Permits 1973-47 and 2004-111 shall remain in full force and effect. 3. All work shall be completed in accordance with the requirements of the Site Plan Review approval. 4. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: Laura F. Shufelt, William H. Newton, Craig G. Larson, George T. Zevitas, Brian Florence NAY: None Ordered Special Permit No. 2012-051 to modify Special Permit 1973-47, as modified by Special Permit No. 2004-111 to allow MetroPCS to locate four additional microwave dish antennas on an existing lattice communications tower at 463 Oak Street.has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years 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. �a-u,�a- �. 5� � to• 9 • �� Laura F. Shufelt, Chair Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts,,hergby, certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this-decision, and that no appeal of the decis'n has been filed in the office of the Town Clerk. `• ,'' Signed and sealed this day of / under the pains,anti.*enaRies perjury: Linda Hutchenrider, Town Clerk. v 3 Bk 26821 Pg 304 #64218 Town of Barnstable MASS Assessing Division 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862.4022 Jeffery A.Rudzia%MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION September 7, 2012 I RE: Adjacent Abutters List For Parcel : 194-026-X01 & 194-026-X02 463 Oak Street Centerville, MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. f Board of Assessors Town of Barnstable Attachment AbutterAeport (. (" Bk 26821 Pg 305 #64218 Zoning B and of Appeals (ZBA) Abutter List for Map & Parcel(s): '194026X02'1,'194026X01' 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: 27 (a Close Map&Parcel Owners Owner2 Addressi Address 2 Mailing Country Deed CityState2lp 193142 STANLEY,BRIAN R 359 CAP'N LIJAH'S CENTERVILLE, S303/168 &DEAN F&PAMELA RD MA 02632 CONTINENTAL C/o COMCAST- ONE COMCAST PHILADELPHIA, 194003XOI CABLEVISION MASS PROPERTY TAX DEPT CENTER,32ND PA 19103-2838 10599/291 INC FLOOR i CONTINENTAL ONE COMCAST PHILADELPHIA, 194003XO2 CABLEVISION OF PROPERTY TAX DEPT CENTER,32ND PA 19103-2838 10599/291 MASS FLOOR CONTINENTAL ONE COMCAST PHILADELPHIA, 194003XO3 CABLEVISION OF PROPERTY TAX DEPT CENTER,32ND PA 19103-2838 10599/291 MASS FLOOR WEST KALMAN,TOBY 194004 ELLEN 411 OAK ST BARNSTABLE, 2033/121 MA 02668 WEST 194005T00 WIEGAND,CRAIG 422 OAK STREET BARNSTABLE, 25375/72 MA 02668 WEST 194005WOO WIEGAND,CRAIG 422 OAK STREET BARNSTABLE, 25375/72 MA 02668 194026003 DSBB REALTY 359 CAPTAIN CENTERVILLE, 20228/020 DEVELOPMENT LLC LAAHS RD MA 02632 194026004 DSBB REALTY 359 CAPTAIN CENTERVILLE, 20228/020 DEVELOPMENT WAHS RD MA 02632 194026005 DSBB REALTY 359 CAPTAIN CENTERVILLE, 20228/020 DEVELOPMENT LLC WAHS RD MA 02632 194026XOI INDUSTRIAL TOWER 40 LONE STREET MARSHFIELD, 23823/303 &WIRELESS LLC MA 02050 194026X02 INDUSTRIAL TOWER 40 LONE STREET MA 23823/303 &WIRELESS LLC MA 02050 194028 BARF00T,CELINE P 0 BOX 141 CENTERVILLE, 5170/278 MA 02632 194032 WAUGAMAN, 454 CAPN WAHS CENTERVILLE, 7269/080 DEBORAH K RD MA 02632 DALRYMPLE, 438 CAPN WAHS CENTERVILLE, 194033 RICHARD P& RD MA 02632 14576/128 JENNIFER M 194034 FOUGERE,ROBERT 420 CAP'N LIJAH'S CENTERVILLE, 10571/033 F&BARBARA ROAD MA 02632-1614 WEST 194045 STRANGE,SALLY A 1917 SERVICE RD BARNSTABLE, 13352/342 MA 02668 WEST {'194046 WHALEN;CAROL A P 0 BOX 186 BARNSTABLE, 24403/77 MA 02668 194047 MONAGLE,ROBERT PSC94 BOX 1833 APO,AE. 12621/169 194073TOD COCO,HORACE S& P D C REALTY TRUST 97 CAPN JACS RD CENTERVILLE, 20126/081 MARY J TRS MA 02632 194073W00 COCO, HORACE S& p D C REALTY TRUST 97 CAPN SACS RD CENTERVILLE, 20126/081 MARY J TRS MA 02632 http://66.203.95.236/arcims/appgeoapp/A`butterReport.aspx?type=ZBA 8/30/2012 Bk 26821 Pg 306 #64218 194074 JOHNSON,ROBERT 103 CAP'N JAC'S CENTERVILLE, 22425/197 E ROAD MA 02632 194075 BORSKI,RAYMOND 113 CAP'N JAC'S RD CENTERVILLE, 10664/035 K TR MA 02632 194076 GARLAND,ROBIN L .112 CAP'N JAC'S RD CENTERVILLE, 11990/072 MA 02632 194077 PRENTICE, SEAL HEAD TRUST 102 CAP'N JAC'S CENTERVILLE, 8508/154 BARBARA TRUSTEE ROAD MA 02632 194078 DOHERTY,WILLIAM 11 HELMSMAN DR CENTERVILLE, 14822/182 H MA 02632 194079 STEARNS,MARK B& 25 HELMSMAN CENTERVILLE, 22206/153 KAREN D DRIVE MA 02632 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 8/30/2012. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 8/30/2012 30,2012ust Town of Barnstable Geographic Information System August _ 164009 # 78 .,: :,�: 7 214008 1 :940032 • 1 94006VtA1 •1 #2015 194 YW�. S 189 194008VL02 002 ,.a #1805 - 194 049 1941150 #1821 �. �'�;''�� atltt;tt #12- •�- 194048 r1114048 "94005tIH00::1 '1893�iJ t#1965 1 94008T 2 194008T01 :•#1947' #loos ,.; #17 ss - - .. 164 - ;''' {9at1p5T00:184009xQ3::' �..-,: •::,�:ieii ::•' eaos9vao Ahr 01821 :: c :..,..•,. :,:.r�.i-':f :,;;1!l4079YW0' :}.`;.� .�� 1 1 14062VWU w :='K4$2;:' :?=i`' .0 :.:':'.:; i,;...,.. ..., ' 194070mo 045 61NA0 194001tXt7 r..:.+.i :: :c;::; t:. : N97:,•'. : #34 #1 O9 ? o" : . 5J- �19407 1940fi3 T00 1'�#1 3 1 B l :•19400 00 1 94071T00 #85 #.97=� 0 #38 •#76 �..aA•_ i #85 ..+ �19a004s� 194 0591A00 1 1 oos '#'a1 ��194028X0 �. saoo 1sam2 'saoo3xoi:'�� - A .'1 Asa I R 19aose ::94• 4` `#37 f v IA #52 :''::�:;:;•:;:i:•::� is ® _ ` _ � 19406! 194043 - r 1 0S4 - 94056 194 oOlooe 1 #355 't'��• #B8 .;too 194081 194060 V 48• 044 k #see s4ao eo s 1 tas es `ilaaoze', i o57 84, A ` YV 'j•:: 1 194001010 - `i: :-::;�:�.r. `:q� �:11'2;?`�t�:'�.v194069 *58 �, !194029pf35:; 194044 194029 #p.;: t.. _ ;� 438 194089 0' 10 �343 #19 ;' ::�, - #28 184068 ':: 194067 9W %`�':1 r. 194U78 0 194085 057 94042 194001011 f:#cza '' :' -, #25;.. #47 � s36e 194001013 '164034 = 11<99 :• 194084 #326 '1l a20; 194030 #41 �( #3b A • 194041 v a >N • #es Q :::;:isaozsooa;':':' : :. :':' " . 4 .:.:•' 1 1980 p�YA 184092t 1 94001 01 2 • .184096' ::::•#� ::;:!;..._'::'`:.':.::::::.:;.: Q 19408t N %194091 #68 s304 14-.- :. #0>,'::.: ::•:::.':;.::; V 19314s #9 m 194090 t154 193163 193162 .d 193142'' #972 184082 #yp 193162 * 193172 V :` ' "'`'``' 103269 1940a8 194099 Y� 183M #541 199181 :-:.#1a::.::' 189259 08 194083 #20 O� � 78 r. �" ` • 010 #11 194085 �193239 183150 " 194084 `9 10 194097 #52 193149 # 0¢ 193171 193100 193104 -#4 #77" p14,00 S 1#4759 1#6so 075 t#ar ;i::: #� • � 193 84 � 183� • 214007TOo 199257 193260 9 93'd 193 OS #79 #0 N 183156 �'q #12 #8 183016 193167 #37 mo 193Ogg �y '''';, 155+ 1�8 / E*pR #its 193238 193237 O1 027 ,� 1963 '193095 #15W q1J► •ate 1 ® #86 #t11 (D 193168 193169 089 1930531 219001 N 193102 w 193256 #88 a193038 h *as #495 ~ t93099 •#40• 103108 #15 9116 16018 3 9093166 y 193214 193097 #94 193140 #360 193265 193062 0126 is #180 #10 2 #39 #5W #72 b DISCIANFRS:This map is for planrdng purposes only. It Is not adequate for legal Map:194 Parcel:026X02 Zoning Board of Appeals(ZBA) boundarydetermtnetlonormgutetmInterpmtsdon. Enlargemantsbeyondascaleof Selected Parcel 1--100'may not meat established map accuracy standards.The parcel Anes on this map Abutter list Type-Parties of Interest are those directly opposite subject lot on w E tN are only graphic representations of Assessors tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters p boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. J ouch se building locations. Suffer t Q� IA ' N F-' OD r Bk 26821 Pg 308 #64218 LEGAL NOTICE . :.`''TOt1YN�OF,BARNSTABLt . ZONING BOARD OF APPEALS NOTiCEOFP.UBLICHEARINGS'.;::Y::: UNDERTHEZGNgIGORDINMfCE , ; SEPed:MB`EfR 220i12 .En S. Toa0:Persons tere afected y re. .,a Zraul BoardaAppeals,:'.&!are hee .boded.:riard:` t9 Seth 0:1?..of ac::40 ,. Chaprt ,. ,A:ei-dhe General.°Layys.;oi?uie. ; 6oiamorivaeaith.`df Masaaciusetts,;and'a0 amerMnierib 0ierhifo Nhai a:p0b0c'hearlrg on'Elie toibiving appeals wdl:be`hefd'`oii.: tdnesday,'September 26,2012 at the dmb Indicated;'' 7;65 PM••;Appeal No.*12-048 Daniel ti,Mindi Ruggieihi' .:Darnel and Mirull fiUgg3ero Have petitioned feria S0W:Pannit pursuard to.:Secdorh;24091(H)(3):Demolition and'Rebufding:an `1 Lola The Peftft rs-ere.pioDoshig'tq`faze:en: a9 dxoe0irig on a T,500•sgirare foot.bl arid.ieMrild'a neiv ::i ._.—,. •2;1064 tdvvelung in conterrihance.v+IMthe sethadc iegUfremeets. : . Subject:property Is:bated at 93.f Avenue,.Fryapnis.•. • MA ahowir An Assesso!d mep 324 as ParoeJJ 052:<It s Ii Residence B Zortlrtgbistrid:_•:"..-.'. : ::`::::;;i';=:, : ..:;, 0_OWN OF NGNG BOABARNTABI APPAPPEALS :.:7�10P�M�::.`APBeaLNo:.2012-050..>' _. . . . ....:Massed!hrsetts,.CLCNIN. .: PtiBLI. HEARiNtiB- MetroPCS:Massectniva0s.:LLC has applied;.Qo'muddy'the:: _ UNDERSEPTE6iBERG,ORDiNANCE : cotidrtiansdf Vatla-riee Nb.2000.31.as Moclrfied byY Valance Nos `5'::' 2004 4:and20.*58:whichalbmd:tbr the mr�trucHoRota120_ I - I:Boare bf AppeSb.yg bS?;bodedthe� morropole'9omnhiinicatlons tnweraM assodafed'equi iment..Tlie ': Applicant dbeb to w6gie.tivo additional r�iaowave dishantanr�s to:Secsiori:11:ot;CltiapOer:';40A.of file-.General.;laVrs of .dri:.ftie oommuNcaf2ori$:bwer::.The; ;property 'Comr�airivealUi•d hiassaildisetta,:aii-d amendrlierits:there : a>dstin9.'. 'fs.lodated-at, -th:Road;.FtyannCs:MA:as.:shrnm'.eih:x f 'a pi>tiHc'-fiearlihcj ori;the'fo0owipg appeais':yvrll'Ehe'thdd'cn 1Cssessdr'8 Map 250 as Pan�1.004'1t Is&i`tlie Resideaoer:Fl Wean Y'SSPte!!!biw 28;2012'aTdie'iNteLidli�tetl 1 Zaotiig DLstrid: 'r: :''°'. i115 PM Appeal No.2012-049:'_.:;,::::.;,; y, Danlel:3lllDihdl: etc ` 10 AM�`:Appeal No;20.120$1.' R!+9�. - MetroFCSMassaehiisetts,'Ll:C::> : - 0 aiid Mhbl Ru'Ieio haire pehliarreQ fof a tSpeW'Permit" :::MetroPCS.:MassadiuselCs,:'LLC.'has=:.petllbned_;to:itrbdify:.. '!DuishTafitto,Sectlbri`24t}91(H)(3)Oemo(iVo.00d Rehuddtng ot!:. Special Permit No.IbD.47,as:m by Spedel:Pemuft No.:; :N.. "i,otratr�q.lc,".;Tlie Petidonars are proPoshg to raze an,: 2004 111:The 8peciai Pencils were' exis6rig doYel�rg ort'a 790 square.Peet Cot=ad:rghu90;new . . gianted.for eiiparision`of a,i'!': Preebsdng:rioncadormfig use,and expansioii'of a. Z.1 _ :ffdweilfng�mnformerioewlth Die seibadiiequliemerr1s.•t prh'BxfsUng h :The;si�ject;property:is located:et�3 Glrail;Averhim:. nbneonfbmilog.struquie to.a0ow:a'telecom mtaikadons'Eower � :.and assaiated` 'ul ;:;MA as showri;on'Agsessors.Mop'324 a§P.ar ceC 052:::1t is ih:0re.? eQ pment•':The-PetlBoner.seeks fow. - . _.......I_is I . ::adddiorial::miciavaYe.-Ah.antemias. on:the,e' t:ResidenceBZonpg.Dfslrtc >nstln9 s mice::..:� :-,, ,. ;corniriunlcatkms'tower,.`Ttie ;,.:.7:10PN;..AppeatNo.2092-05a': suhjer3 pioperty is located at i :: OaK:Sireel"CeeterVille aml West Bemsfabfe Mk as sho+am;on-:'! -.,MefiopCS.Masaa 'dsaft* LC: ;: .:'::::;:.:::-s•::' ' `.:: MetroPCS;:Massachusetts; lLC,etas.applied._fo'riioddy die:' Assessors Map 194 as Paroef02&XOtand Parce1028 X02. `. }a.d}:Varisrice No:.2001131,as:rirod5ed:by.Vaiiaiice.Nos: ::.These Puhl�}inn igs'' be.held at the Bamstabte':Town.; ;: •�2004-04 Hail, s:titein ... ., 'ihd 200956,Wch allaNed for the eonstru* ;.6ie 120.': t Room ' �`' :`monopolecor.-.:.atioiiefowerand'assodeted"egidpineriL'They 'Wednesday;September:28,2012::;.Plans arid_apDftaa-pis:may:: Appliceritseeks:to:locate hw eddi0amlcroaave.dlih antertrias ::be_reviewed.:at.the Zci*ig.Bc4d 6f MPe*i.'Oflicd;;Growth._ a un ;: itie:eirbjed ort:die.eidstj`: ...Menagamer!t'Department .Tavrn'.. .. _;,200:.Mato Sheet, i at 1047 Falm R Myann6s:_MA:as.... om Hyamds,MA ,::'.::a. ::' :' :';_'::, .or`s.'Map 250'as..Parcel,00A:::;1t.fs;inalie.l3esidertoa D 1 Lava F Stiufelt GiaG'.:' ;. Zormhg BoOrd'otAppealii'':: '0 The Ssmsable.Patriot ' VEA.'Appeal:Plo.2012451 September 7 and SepDerihher 14,2012 ?;: ry MetroPC8 Massach �. MetroPCS:;Massashiiselt§::LLC alas pettiormd;;00 .. . Spegiel.;Pamr7,:No;A0347,.as modrftedfby:Specal:Permit No:_: 20WIll-TWSpecfal-PermHs wale"grarited_fa:eRpan3bfi of a. pr elilslTng iwn giifomrgig u:a and e-f;*ori.of.;a Preeiasb^9 nonceh►orrtrkhd`,stnrdu�e;to:.allow';:'ielecommuniw�or�wwe : ���asSeVdP�t�lihe:Pab'tlori6h`:see_ka,iti.lopta i tout. .additlgitc"inkxowave:.dish=ariteruias-gii ' tcriuiiuide_atiprf9�tb;4e%��Ae:sots)aC(.'pfgpetljr:is:iaiated.at.463-.. gak.Street:CeideivUle a>Id;We§t Barti4tatiPe;.MA i3s''.showiit ,... < ?Assessofs:tdsp�94 as Poe1'02&XOlaParCel:o2frX02 !,1''Tntlese Pirb@e?Feag 13ARNSTABLE COUNTY v11 e.N?laid st '. : 67:lGlh Hyars Baie:aTown tfearing';Ro?hx?e0= °Qf '< REGISTRY OF DEEDS :::wedneshay'"$epiembei 26.;�12'pmRs andapplicetEans rriay. " TRUE COPY,ATTEST be:rai4ewed.aG;.dte;'Zonin g;Bbaid:o(:.Nppeats:;QHice;,GrowUf. � � �•�1a_a.•SZ+�. �N �`a -?.ram::g�; -1 ,._,.-.. t' Mt41::_.:; � .iFi Cho REGISTER 3r. " ?,a 3 , �� ; >.. �•• " Baard�'" r. s•. BARNSTABL8 RM1STRY OF DEEDS .- ... -. . . . Town of Barnstable BABN6CABLE. 200 Main Street,Hyannis,Massachusetts 02601 MAPA � � 1639. p� Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)8624725 www.town.barnstable.ma.us August 9, 2012 MetroPCS Massachusetts LLC c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton,MA 02472 RE: Site Plan Review#014-12 - Metro PCS 463 Oak Street, West Barnstable Map 194, Parcels 026 X01 and 026 X02 Proposal: Addition of one(1) cabinet and four(4) 2 foot diameter microwave dish antennas to an Existing site on an existing telecommunication tower permitted by Special Permit 1973-47. Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable subject to the following: ® Approval is based upon and must be substantially constructed in accordance with plans entitled "metroPCS HYNO031 B Oak Street ICE Barnstable", 5 Sheets, 1"=40', dated July 26, 2012, prepared for metroPCS, Chelmsford, MA by Advanced Engineering of East Providence, RL ® Applicant must obtain all other applicable permits, licenses and approvals required. ® Addition of equipment to the existing tower requires the granting of a modification of Special Permit 1973-47. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely,. l I Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Per Building Commissioner ZBA File The Commonwealth of Massachusetts Department of Public Safety d One Ashburton Place, Room 1301 Boston, Massachusetts 02108-1618 Phone (617) 727-3200 Fax (617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: HYN0031 B(Oak St ICE Barnstable) Date: Oct 31,2012 Project Location: 463 Oak Street, Barnstable, MA Scope of Project: Installation of microwave antennas,and related appurtenances,on existing tower. In accordance with SECTION 107.6 of the Massachusetts State Building Code, 780 CMR 8th edition, I, Marc R.Chretien,Mass. Registration Number 40313 being a registered professional Engineer hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural. [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code 8th Edition,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 107.6.2.2" 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents." "Requires timely notification of construction commencement by the contractor of record and timely notification(min.of 48 hours)of critical construction milestones by the contractor of record. If not notified by the contractor of record of these events,this office assumes no responsibility for the construction of the project. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. , Signature and Seal of registered r sionaL OF AAS� MARC cyJ, R. o CHRETIEN —{ CIVIL N 0.40313 r BARPMAInA MASS Town of Barnstable Zoning Board of Appeals Decision and Notice Verizon New England Appeal 2004-111-Modification of Special Permit 1973-47 Seeks to adjust the land area upon which a Non-conforming Use is located. Summary: Granted with Conditions Petitioner: Verizon New England Property Address: 463 Oak Street,Centerville/West Barnstable,MA Assessor's Map/Parcel: Map 194,Parcels 026.T00&W00 Zoning: Residence F& C,Resource Protection&Aquifer Protection Overlay Districts Relief Requested&Background: The subject property is located on Oak Street,south of the Service Road. It is situated in Centerville and partly in West Barnstable and is within two zoning districts. Parcel 026-W00,an 0.83-acre parcel,is in West Barnstable and zoned Residence F. Parcel 026-TOO is 9.95-acres in Centerville and zoned- Residence C. The parcels total 10.78-acres and are developed with a 165-foot lattice communications tower and two one-story accessory industrial communication buildings. One buildings is an 839 sq.ft. building constructed in 1970 and the second building is a 200 sq.ft.building constructed in 1998. New England Telephone purchased the propp*in 1946 and has used the site for telecommunication since that time. In 1973 New England Telephone was granted a Special Permit 197347 to alter and increase the non-conforming use(telecommunications)and for the non-conforming building/structure(the tower). In Appeal N64-111,the applicant seeks to modify Special Permit 197347 to permit the reduction of the lot area upon which the non-conforming use is located to a 3.5-acre(152,740 sq.ft.)lot. The remaining property(7.3-acres)is to be a three-lot,single-family subdivision in accordance with the Residence C Zoning District and the Resource Protection Overlay Zoning District regulations. Procedural&Hearing Summary' This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 14,2004. An Extension of Time for holding the hearing and for filing of the decision was executed between the applicant and the Board Chairman. 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 August 18,2004 and continued to October 13,2004,at which time the Board found to grant the appeal. Board Members deciding this appeal were,Richard L.Boy,Sheila Geiler,Jeremy Gilmore, James Hatfield and Acting Chairman Ralph Copeland. Attorney John R.Alger represented the applicant. He explained that the proposal is to divide the lot upon which the non-conformity exists and in doing so would create three new residential lots conforming to zoning and one 3.75 acre lot upon which the nonconforming tower and communication use would be situated. W.Alger noted that two forms of relief were applied for,but stated that it was his belief that the Board could grant the request by the modification of the existing 1973 Special Permit. That permit when issued cited the entire property of 10.78 acres as the locus of the non-conforming use and that it was 1 within the Board's powers to change that area and allow for surplus lands to be used for a use that would conform in all respect to the zoning district in which the property is located. Mr.Paul Rile of Canal Land Survey responded to issues that had been raised with respect to the proposed subdivision lay out and road access. The Board questioned if sufficient area would remain should the tower collapse. Ms.Kim Narlee,a representative of Verizon,stated that the tower is a guide type. Should the tower fall,it would fall in sections and"spiral"to the ground all within the"fall zone"area identified on the plan presented. She noted that the fall zone is within the single lot being reserved for the tower. Mr. Alger stated that there was no intension to intensify the uses of the tower. There would be no expansion of the tower or equipment located on the tower. It was observed that other wireless communication devises(antennas)were on the tower. At the August 18,2004 hearing,the issue of who is located on the tower was raised and the Board determined to continue the hearing to determine who was on the tower and when and how those communication devises got installed. , At the October 13,2004 continuance,the Board and Mr.Alger discussed the equipment located on the tower. It was cited that the equipment of Nextel and Omnipoint was installed with valid building permits but no zoning relief was issued for the antenna arrays. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of October 13,2004,the Board unanimously made the following findings of fact: - 1. Appeal 2004-111 is that of Verizon New England,Inc.seeking a Modification of Special Permit 197347. The applicant desires to allow the maintenance of the existing nonconforming tower and telephone equipment on a proposed Lot 1 of 3.5 acres and to hold Lots 2,3,and 4 as separate, buildable residential lots as per plan submitted. The property is located as shown on Assessor's Map 194,Parcels 026 TOO and 026 WOO addressed as 463 Oak Street,Centerville,and West Barnstable, MA in a Residence C and a Residence F Zoning District, 2. The parcel totals 10.78-acres and is developed with a 165-foot lattice communications tower and two one-story accessory industrial communication buildings,one being an 839 sq.ft.building constructed in 1970;and the second a 200 sq.ft.building constructed in 1998. 3. The locus has the benefit of Special Permit 197347. According to information contained within the Board files,New England Telephone purchased the property in 1946 and has used the site for telecommunication since that time. In 1973 New England Telephone sought and was granted a Special Permit to alter or increase the non-conforming use(telecommunications)and for the non- onforming building/structure(the tower). 4. Today,the applicant seeks to modify Special Permit 197347 to permit the reduction of the lot area upon which the non-conforming use is located. The applicant is seeking to reduce the lot upon which the non-conforming use and structure are located to a 3.5-acre(152,740 sq.ft.)lot. 5. With respect to Section 4-4.5 Nonconforming Use that governs alteration and changes in a non- conforming use,it is specified that the non-conforming use must be"on the same lot as occupied by the nonconforming use-on the date it became nonconforming". This is specifically what the Board would be modifying should this modification be granted. 6. The applicant is proposing to use the remaining property(7.3-acres)governed in Special Permit 1973- 47 fora three=lot,single-family subdivision in accordance with the Residence C Zoning District and the Resource Protection Overlay Zoning District regulations. That is a two-acre minimum lot area with_20-feet of frontage and a minimum lot width of 100-feet. T A draft subdivision plan has been submitted illustrating the proposed division of the land including the creation of a 240 foot cul-de-sac roadway from Oak Street to provide access to the three lots. 2 8. A site plan has been reviewed by the Site Plan Review Committee and found approvable. 9. This application falls within a category specifically accepted in the ordinance for a grant of a Special Permit as the Board has the power to modify decisions it has rendered. 10. After evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant a modification of Special Permit 1973-47 to permit the reduction of the lot area upon which a nonconforming use is located to 3.5 acres subject to the following conditions: 1. This modification is granted to permit the reduction in the lot and area upon which the non- conforming telecommunications use and structure is located. The new lot shall be configured as a 3.5-acre lot as proposed to the Board and shown as Lot I on a proposed subdivision plan entitled "Definitive Plan of Land,Oak Street,Barnstable,Ma,Prepared For Verizon",dated March 29,2004 and revised May 4,2004 by Canal Land Surveying,306 Old Plymouth Road,Sagamore Beach,Ma. 2. A suitable plan,that may be the above-referenced plan or a new Approval Not Required plan,shall be created and processed in accordance with Subdivision Control for the creation of the new 3.5 acre lot upon which the nonconforming use is to be located. That plan shall be recorded along with this Variance. 3. This decision and the plan creating the 3.5-acre lot must be recorded at the Registry of Deeds and a copy of that recorded document and plan must be submitted to the Zoning Board of Appeals Office. 4. No more that 30%of the 3.5-acre site may be cleared of vegetation. The vote was as follows: AYE: Richard L.Boy,Sheila Geiler,Jeremy Gilmore,James Hatfield,Ralph Copeland NAY: None Ordered: Special Permit 197347 has been modified subject to conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this decision,a copy of which must be filed in the office of the Town Clerk. Ralph Copeland,Acting Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk 3 TOWN OF BARNSTABLE Board of Appeals Petitioner Appeal No. ___�.Q.?.-'y7 _.�__ _.___. y_� .._�________ 19 73 FACTS and DECISION T�e'f =Sn�Lnd e)_. ^$1. "o. J z.ne 8 73 Petitioner _..._.___.__� �._._____.___._L. .___..........................__... filed petition on _.._........._�_.....__..__ 19 , --requesting a variance-permit for preen'ises at __..__._"F _................... .... Street, in the village �.r T..s of _:.:!_.:.__-__'_..__......._.... , adjoining premises of__..__...._...__.._..._._....___.�_._.__......_...._._..._..._.._.._._....�__._..�� Josephine MacGinn, Sumner & Evelyn, Crosby, John Zaragoza, Harold Chait, Isadore Kaplan, Leo F. Casey et al, R. Arthurs Zdilliafns-et ux, Charles F. Stanley et ux, Allen E. Small Inc., Joan Coffman Kelley, Ruth' Conant, I. Kaplan et ux, John P. Sherwood et ux, Ernest Reppucci et ux, Charles F. Stanley et ux. _ .._.......... _...._.__.___.__._ ...._._..._.._._ _.__.._�_ Locus is presently zoned in s roc`' Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and i�fie'.so by publishing in Cape Cod Staa4arcl-41imes, a daily newspaper published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town -of Barnstable was held at the Town Office Building, Hyannis, Mass., at _..._23 _ __ 41* P.M. 19 7j , s upon said petition under zoning by-laws. Present at the hearing were the following members: Josuph A.. 3 a' an Chairman At the conclusion of the hearing, the Board took said petition under advisement. A view of.the locus was had by the Board. On .__. June 27__. _ _ 19 _ 73, the Board.of Appeals found ice. Dorn 1•+. Cossarto Pjannitig engineer of the telephone Corpaitr presented he petition and said the `telephone Eorssatrr requires tkie addition to accvmodate ttn i..narease in their telephone service. The i nt st allatioa is required Pox microwave tra.rsmis.sion aW the buuildiag has a non-conformiag wee Vie Board foiine, th.et it could allot. she Petitioners s request under r'A4 of the onin- l Zap Bch �ermito a�n alt eratinn or increase in the size of a nor_-conforming b il.dij or structure. The Board further Found that t�1i37'u i30i:�d �)e no dOt^i -entito the aTaa or to tlhv �}ulblic good since this is an isolated niece of land covering 9.95 acres azid talophone. service is a r+ecessa_ry public utility.! ^1ze 7-oa*d voted unanimously to allow the Petitioner a Special Permit udder poll_ of*the i3arnstab1e-2dnikj hyza r fs.. _ .. . Restrictions imposed Distribution:— Board of Appeals Town Clerk Town of Barnstable Applicant Persons interested Building Inspector Public Information By Board of Appeals air an .. = BAR33r - .. . . MAKE. �O .639. `d0 ,Ee MPY P" TOWN OF BARNSTABLE PETITION FOR SPECIAL PERMIT UNDER THE ZONING BY-LAW To the Board of Appeals, Hyannis,Mass. Date _ ✓.!kx '6 19 z�L The undersigned petitions the Board of Appeals to vary, in the manner and for the reasons hereinafter set forth, the application of the provisions of the zoning by-law to the following described premises. Applicant: /� N�Flm.U.O � ,��S�iP.Q.v rtGu.�T. /.?4',Tn t l/.fir (Full Name) (Winter Address) Owner:_ S:darF 5�1..ve' (Full Name) (winter Address) Tenant (if any)- -- (Full Name) / -- (Winter Address) 1. Location of Premises (Name of Street) (What section of Town) 2. Dimensions of lot — Area (Frontage) (Depth) (Square Feet) 3. Zoning district in which premises are located— [1?d!!5_ 4. How long has owner had title to the above premises? - 5.' How many buildings are now on the lot? 6. Give size of.existing buildings Proposed buildings'Paz;"12& /7L e4c f 7. State present use of premises 8. State proposed use of premises 9. Give extent of proposed construction or alterations: /��>.4lJ.s�6 ai=&e _ Af./SoeJ.F�/.4.o0i>rC.f1 �io,Pari�.orEeY it j� 24 -�.P�.s�E �usiv�,O� .rQP�/11o. � tQ.rQ—`�trr�P�,Ea>T T� /�/e ryE«y E,vr� D�T� EvsriuS.G�.i�aa 10. Number of living units for which building is to be arranged e 11. Have you submitted plans for above to the Building Inspector? 12. Has he refused a permit?_ Z-S 13. What section of zoning by-law do you ask to be varied? .d~ 14. State reasons for variance'or special permit: Pai�t/ems�F��w��/1!✓ � l�.6CG_�pclfGt.��2�6JfC flsC yES .��f ��,e� .v�asir/3,�Vic• /.cam 0-en 4Z Respectfully submitted, � (Signatn _�NN W GGSS:4.PT Petition received by /OG,pvv/,u� LC;v�yE6re (Address) Hearing date set for_ 1�.._ /%kpv d_,.. TG,R✓6G • Filing fee of $25.00 required with this petiticn. ��SFAi /2oi • This form may also be used for Appeals. '�' �✓'v �l (Over) /,704-7,-q-I �LljOtf Od/Of' Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 BLAaxsrwatE _ i 6 n•� Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us August 9, 201.2 MetroPCS Massachusetts LLC c/o Mr.-Gerry Squires . Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02472 RE: Site Plan Review#014-12 - Metro PCS 463 Oak Street, West Barnstable Map 194, Parcels 026 X01 and 026 X02 Proposal: Addition of one (1) cabinet and four(4) 2 foot diameter microwave dish antennas to an Existing site on an existing telecommunication tower permitted by Special Permit 1973-47. Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable subject to the following: • Approval is based upon-and must be substantially constructed in accordance with plans entitled "metroPCS HYNO031B Oak Street ICE Barnstable", 5 Sheets, 1"=40', dated July 26, 2012, prepared for metroPCS, Chelmsford, MA by Advanced Engineering of East Providence, RI. • Applicant must obtain all other applicable permits, licenses and approvals required. • Addition of equipment to the existing tower requires the granting of a modification of Special Permit 1973-47. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). 'This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, r . Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner ZBA File Message Pagel of 3 Swiniarski, Ellen From: Swiniarski, Ellen Sent: Friday, July 27, 2012 9:08 AM To: 'Gerry Squires' ; Cc: Jenkins, Elizabeth Subject: RE: MetroPCS Yes. However, the 2004-111 modification of 1973-47 which decreased the land area that this nonconforming use is on, will also need to be referenced but not modified, as the 2004-111 mod has in fact been implemented. It is best to check with Elizabeth Jenkins, Planner for ZBA, if you intend to file both SPR and ZBA applications together to be sure the correct relief is requested on the ZBA application. I have copied her on this e-mail. Thanks, Ellen S. J ECCen M.Swiniarski Tbwn of Barnstabee Site PCan/ReguCatory Review Coordinator BuiCding Division 7eC 5o8-862-4679 Fax:5o8-790-6230 -----Original Message----- From: Gerry Squires [mailto:GSquires@jleeconsulting.net] Sent: Thursday, July 26, 2012 8:16 PM To: Swiniarski, Ellen Subject: RE: MetroPCS Ellen, Okay. Thanks for trying So My ZBA application will be for a modification to the 1973 Special Permit attached. Thank You, Gerry Squires J Lee Consulting Inc 781-363-6334 From: Swiniarski, Ellen [mai Ito:Ellen.Swiniarski@town.barnstable.ma.us] Sent: Thursday, July 26, 2012 4:46 PM To: Gerry Squires Subject: RE: MetroPCS Hi Gerry, Article X of Town of Barnstable ordinance as-of-right provisions for antennas, and antennas permitted by special permit exclude communications towers. Existing communications towers are usually preexisting nonconforming and/or have a special permit or a variance. Unless you are removing and replacing only the same number of antennas/dishes from this tower you will need to modify the existing special permit (1973 SP with a reference to the 2004 modification). It appears that some of the equipment on this tower was installed with just a building permit in 1999 without zoning relief. The 2010 install was supposed to be an equal switching of equipment. The Building Commissioner's opinion is that at this point, an increase of equipment requires a trip back to the ZBA to modify the 1973 SP which was for expansion of nonconforming use/structure. 7/30/2012 Message Page 2 of 3 So, you will need Site Plan Review and ZBA SP applications. Thanks, Ellen S. ECCen N. Swiniarski ?"own of Barnsta6Ce Site PCan/ReguCatory Review Coordinator BuiUing Division TeC 508-862-4679 ,fax:508-79o-6230 -----Original Message----- From: Gerry Squires [mailto:GSquires@jleeconsulting.net] Sent: Tuesday, July 24, 2012 12:00 PM To: Swiniarski, Ellen Subject: RE: MetroPCS Ellen, I am under the impression that I first file for site plan review and then get a determination for if the site needs to go to Zoning? Is this correct or will I need to go directly to zoning? Do you have a copy of the variance for 463 Oak street that I will need to modify? Thank You, Gerry Squires J Lee Consulting Inc 781-363-6334 From: Swiniarski, Ellen [mailto:Ellen.Swiniarski @town.barnstable.ma.us] Sent: Monday, July 16, 2012 11:08 AM To: Gerry Squires Subject: RE: MetroPCS Hi Jerry, For 181 North Street, Hyannis, as long as it is hidden in the chimney-like structure, I believe that you are correct that this has always just required a building permit to add. Equipment is to be in the basement at this location. 463 Oak Street, Centerville and 1047 Falmouth Road both will require site plan review approval and modification of the existing variances that first set up the communication towers. Thanks, Ellen S. ECCen N. Swiniarski Town of Barnsta6Ce Site PCan/ReguCatory Review Coordinator BuiCding Division TeC 508-862-4679 Fax:508-79o-6230 -----Original Message----- From: Gerry Squires [mailto:GSquires@jleeconsulting.net] Sent: Monday, July 16, 2012 10:11 AM To: Swiniarski, Ellen Subject: MetroPCS Hello Ellen, 7/30/2012 I Message Page 3 of 3 The addresses are: 463 oak Street Centerville 181 North Street This is a rooftop with all antennas hidden behind a stealth wall. It was a BP only site in the past 1047 Falmouth Road Thank You, Gerry Squires J Lee Consulting Inc 781-363-6334 7/30/2012 Gerry Squires ' Real Ermte C.—Il t i T CELL:781.363.6334 -fMhb9B!913r]d60 �1 gsquires@jleeconsulting.net Je J.Lee Consulting,Inc. 132 Central Street Suite 203C Foxborough,MA 02035 CONSULTING e AT&T Mobility �}LOCI p+ Network Real Estate Administration(NREA) 5405 Windward Parkway Alpharetta,Georgia 30004 FA#:100716-12 SITE NAM9,41091IIY'N/CLAY HILL. MARKET NAME:NE AGREEMENT tu:87793 Via Certified Mail— Return Receipt Number:7008 1300 0000 8783 9413 December 1 I.2008 Verizon Portfolio Management c/o Cushman&Wakefield 8800 Adamo Dr. Tampa,FL 33619-3526 RE: Notice of Early Termination—License Agreement dated June 1, 1999 by and between New England and Telegraph Company drb/a Bell Atlantic' New England("Licensor")and T61ecorp Realty,LLC.("Licensee");Site Name: 4109/HYN/CLAY HILL;Site Id: FA#10071632;Licensor Site-ID OAK ST BARNSTABLE;Site Location: 40 Oak St W.Barnstable,MA 62668 Dear Licensor; Please be advised, that pursuant to Paragraph 8(e) of the above referenced License Agreement (the "Agreement"), New Cingular Wireless PCS, LLC d/b/a AT&T Mobility, successor in interest to Licensee, hereby gives Notice of Early Termination. The Agreement terminated as of July 1,2006, as permitted under Paragraph.8(c). All rights and obligations under the Agreement expired as of that date,except for those rights and obligations that are expressly noted to survive the termination of the Agreement. This paragraph provides that License may terminate if Licensed Area has become unsuitable for Licensee's operation due to changes in Licensee's Equipment or network.design. Licensee must also deliver to Licensor a cancellation payment in the amount of one year's annual rent at the annual rental rate. i Both the Licensor and Licensee have agreed upon the above termination date and annual termination fee in the amount j r Thank you for your time and effort in this matter. Should you have any questions,please contact Lease Administration (877)231-5447. Sincerely. Z Brandon Smalls } AT&T Mobility.Network Real Estate Administration Project Manager.Lease Administration cc: Real Estate Manager I Legal Department WV SZ Hnr bGCl i 1 ROdustrial Communications® Industrial Tower ar g Wireless,LLC 7176i 40 Lone Street Marshfield,MA 02050 Thomas L. Lennon, Jr. Office 781-319-1012 Vice President Mobile 617-799-2449 Tower Site Leasing Fax 781-837-4000 tom.lennon@induscom.com ? www.industrialcommunications.com `" Page 1 of 1 Tom Lennon J/ T —7-E—�6' From: Tom Lennon [tom.lennon@induscom.com] Sent: Tuesday, July 07, 2009 6:36 PM �� To: 'Tom Lennon' Subject: FW: Barnstable From: CHAMPAGNE, DANIEL(ATTCINW) [mailto:DC6777@att.com] Sent: Tuesday, July 07, 2009 10:07 AM To: Tom Lennon Subject: Barnstable Tom, I wanted to let you know I did lookup that-site FA 10071632 at 463 Oak Street- We did decommission this site back in October of 2006. The lease with Verizon was terminated. If you need any other information please let me know Thanks, Dan PLEASE NOTE NEW ADDRESS AND PHONE NUMBERS Dan Champagne AT&T Mobility 550 Cochituate Road Suites 13&14 Framingham, MA 01701 office 508-271-8318 NEW fax 508-271-8294 NEW mobile 617-650-0004 `A "Please consider the environment before printing this email. Checked by AVG-www.avg.com Version: 8.5.386/Virus Database: 270.13.8/2223- Release Date: 07/07/09 17:54:00 7/7/2009 Page 1 of 1 Tom Lennon From: Tom Lennon[tom.lennon@induscom.comj Sent: Tuesday,July 07,2009 6:46 PM To: 'Tom Lennon' Subject: FW:ATT ID#10071632-Clay Hill From: David Gale[mailto:David.Gale@SAI-Comm.com] Sent:Tuesday,July 07, 2009 5:56 PM To:Tom Lennon Subject: ATT ID# 10071632-Clay Hill Mr. Lennon, As you are aware SAI Communications is currently,and has been,one of ATT's primary vendors in performing Project Management,Site Acquisition,and Site Modification services in the New England market. I was the acting project manager for a block of approximately 330 cell site decommissions initiated by ATT(then Cingular)from August 2006 through July 2007. Please allow this email to confirm that ATT decommissioned what was originally the"Telecorp"site located on the Verizon owned guyed tower located at 463 Oak Street, Barnstable, MA. The decommission was comprised of removing the antennas on the tower,the coaxial cables connecting the antennas to the radio equipment,and the outdoor cabinets containing the radio equipment and this work occurred during the month of October 2006. Any additional infrastructure; i.e.concrete pad,power/telco conduits and backboard were allowed to remain on site,and,therefore,were not removed by ATT. Should you have any additional questions regarding this installation,the relationship of the various corporate entities,or on similar decommissions by ATT within that time frame,please contact me at one of my number below. Thank you. Sincerely, Dave Gale On behalf of ATT SAI Communications 22 Keewaydin Drive Salem,NH 03079 Direct: 603.212.5018 Fax: 603.893.1104 Mobile:978.269.4461 Checked by AVG-www.avg.com Version: 8.5.386/Virus Database:270.13.8/2223-Release Date:07/07/09 17:54:00 7/7/2009 4 Perry, Tom To: tom.lennon@induscom.com Subject: 463 Oak St.Tower Tom, Thanks very much for the documentation regarding the cell site on the tower located at 463 Oak St.With this ! documentation it's has been established that this former Telecorp site on this tower was removed in October of 2006.This would allow this cell site to be re-established without the need for a ZBA hearing,as long as a building permit is applied for,by October 30,2009. I hope this answers your concern with this site and if there is any further information you may need feel free to contact me. TIP x WFI2 the global lea er APR 2 8 1999 IN TELECOM OUTSOURCING TOWN OF BARNSTABLE BUILDING DIV April 26, 1999 Mr. Ralph Crossen Building Commissioner Department of Health Safety and Environmental Services,Building Division 367 Main Street Hyannis,Massachusetts 02601 Re: Bell Atlantic call capacity, 463 Oak Street, Centerville Dear Mr. Crossen: Per your request at the Site Plan Review held on April 21, 1999 for the subject site, I offer the following information regarding TeleCorp's future call capacity in comparison to the previous capabilities of Bell Atlantic when this site was operated as a microwave hub for Cape Cod. ➢ TeleCorp proposes to install three panel antennas utilizing state-of-the-art Time Division Multiple Access(TDMA)technology that will be compatible with AT&T's national Digital PCS network. ➢ Based upon a maximum capacity of 8 radiofrequency channels per each of the three faces, TeleCorp will have a capability of 66 digital traffic channels at maximum build out. ➢ It is my understanding that the other wireless carriers have previously submitted maximum call capabilities based on their specific technologies; specifically, Nextel will be capable of 72 interconnect calls or 144 direct calls, and Omnipoint will have a maximum capability of 21 calls. ➢ The cumulative total for all three carriers of approximately 231 calls is well below the capability of the Bell Atlantic microwave operation, which was designed to handle thousands of calls at any given time, including calls around the Cape,to the islands and from remote switches. Hopefully this information is helpful. Absent having specific information regarding the former microwave installation at this site, I can assure you that TeleCorp's proposed installation, coupled with both Nextel's and Omnipoint's installations, will still fall significantly below the capacity of the previously permitted site when operated as a microwave installation. Should there remain any questions concerning our filing, please do not hesitate to contact me at(603)770-3187(phone) Thank you for your consideration. Since ly, ` , David Vivian,Zoning Manager Wireless Facilities International - 1 - 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 Map ParceldaLO ny) g Permit# Health Division 40 Date Issued �5 9 Conservation Division s-rv` Fee ��•�� Tax Collector. Treasurer SEPTIC SYSTE MIST DE 4 INSTALLED IN COM. Planning Dept. CEWITHITITLE g Date Definitive Plan_Approved by Planning Board ENVIRONMENTAL COD_AND Historic-OKH Preservation/Hyannis Project Street Address I"t �19 STET Village Owner L612?9M Address (CL)f , !� Telephone V,k2cimlilszE Permit Request M11 0A L�93 6AY-s-r-- Q\A1la, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost 1 O1 C00 Zoning DistrictXF— tp Flood PlainC--Y ) Aroundwater ,n;� Overlay 1`tl' Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: 0 Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl O Walkout 0 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: 0 Gas 0 Oil ❑ Electric 0 Other Central Air: 0 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:0 existing 0 new size Barn:❑existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name _1_4 I Lb Telephone Number C17-5'433'S�� Address %?,-M flG" f-A fci9D, License# C-6-WLi -Fuftee LM A , 0 to Homo Improvement Contractor# Worker's Compensation,# U C.l ALL CONSTRUCTION CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE S— )3'-M a FOR OFFICIAL USE ONLY );ERMIT NO. DATE ISSUED` MAP/PARCEL NO. r ` ADDRESS `VILLAGE - r OWNER v , DATE OF INSPECTION FOUNDATION r FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH 113 FINAL PLUMBING: ROUGH -; f FINAL - . 40 GAS: ROUGH �; a • FINAL FINAL BUILDING- DATE CLOSED OUT a ASSOCIATION PLAN NO. ; " 1- 1 I S� r n ABUTTERS-LIST VICINITY MAP na/q "q"n..� u/w ...,.m r..u,waa ../aq, s Wna,Krr uum u/•, sa.a,m,. i..enss°�r mr iewi:'®u s:orra W usq :W�,..i W muo r aara.• u/im �.4w„. u/a .:e.s� .m=-- SI TE na/,m use W muo "/s® mn,[nr as•aar v W w` u/r p,.n m. r n./ra •rmm qm w P W�eusi mn worri W ms w .reryy W maq W fj u/iu r . ,r/. nsm�ra.00 r/r a,a ran• w/n �i anion 4 ,aa/,a ��r,r rano r/u a��� �•/o m�.cow....ern n Wam�.ass'.•®n ra/,4 Rra..r...... ./, •woWrar ./. n.m..aama �� � LEGEND r/4 i.nAw ra a+/r . iRCNa W rtOq 4Q•sl.w�q YaO,arL Y®q Yq�ML�•mfq ,q/,q RaaO ramp aa. M/a uWa ran oao, N/4 ni�f L,.�g y r�� ,r/n LN4,IOuf l K rR,w•uYY 4>Ou, 1 , aWQfW.W OYtl YrIRulif.W�q a 4ISO,MC W®D YmRK m W- 09.01V0.a gnerrf.W qaq r,rt RR� rR aR . ��gnat --_----- r mm fudal Y" �'' rW GPC ,aWr•Y i t PROJECT INDEX d Gm ®7 ® ; ® am ® a c C'n- _ wmq � 1 � .R lWY•R. M��Ca� ® .� alo �.�.. c-w•o e.R.ogq SHEET INDEX Ro ��: ® to OfM4 ® 4C` co y Ant nit nn•ru.rc®a v.a tnn �� Q aq,m,ennr. A L`.tJ� T PLAN �, ' PA w .,aa. s%rat E "W" TECTONIC �""EE"a' t:orvsuarwrs P.C. LT,'.P A r e. _mow ABUTTERS PLAN k SITE PL N m .... "G _ STR9 TOWER 46 3 OAK STREET 0 ti BARNSTABIB, MA 02800 0a •�� 7w1M.4234 A-1 0 �•NYC I�OOIKf UYr I,�6 2r) wmer Ien u 4�pam (D HELTER WALL PENETRATION f -' vus,m -- --- ------- b�.mar a�..m-.•yr •••an w••nQ_ wmucr,on SHELTER WALL PENETRATION ®r�, I ra Of al4q ® DAN L 4^y ti i:a F$srolYAl E � IP��T SHELTER PLANASUPPORT rrt�m PAGEK[ff MET- TECTONIC CONS�i,N75 P.C. EQUIPMENT SHELTER PLAN 6 DETAILS NYNEX TOWER 463 OAK STREET O'er BARNSTABLE, MA 02830 O^' 0` M.�� �1R01.4294 A-2 0 COAX CABLE LENGTHS fCllm! ISO ?W v qr IOn rn. ► .uun.r a... ?luugr a ra. il.n rn a. 0 0 0 !rrOrO?Mn iMm.qI O O ------------------------------- ------------------------------- :won 4 I n rrw �m� 1yf r/r du WY Vr M u-00I mn ea / w,flvl I / 0 0 0 0 / � p e rrn?cr,n 4iI1n�/ r,..r.o / ANTENNA MOUNT DETAIL @ CPSOANTENNA MOUNT GF H T R ELEVATION �„An PAG- TECTONIC ,5" r P.C. ELEVATION k ANTENNA DETAILS NYNEX TOILER ® wm 403 OAK STREET 0^' BARNSTABLE. YA 02030 0` �.. �IBSI.4YS4 o�.ti A-0 0 ti GENERAL CONSTRUCTION NOTES P.e.nimw mmlu � srm o:m.a_• •r toe l �w�u*n<o.n..o . .0 .o m..uc,o o.tom n.un<°b�O"mo•':.:t"o'o"' mriwir.m,�s�oi o'�"avu�° s s.aor:umr mnw i.oD 1�" n rm mome ro .,mnwt so• a..0 w•m u'm'" � w x >°.slam.own. ,o � t�iffi•�..m�.nais•mm' K a i rrmam wn.rs.rum w:• `m.¢n°oa a'ovu i.ca.a m°mom vaomM an r�w.eo..ra.n9V1i.oaa a�oi�..ur �r�tm w. r.mrum.n.enim o..e ou.ioa •vwcn.r m..co°.an wu,e< a� anmso�pe:un Irh o al ., °1.m..a�rye,umramca an wu n Y..•ai w u�.m om��i moo® rtnar••oaa m a .rr ..v.:n•wn m, a ana reeia°1.i��.m�ia �cam¢ T ICAL GROUNDAR DETAILP.num..a n,.o. ow w,ueo.eoto • `ro.'mA°i°..' "'m""wm'u. .'".a�'u o""'°°'"°''"c'�"�„oar.um u.mae® ..c rma.a nw�e ro:a w.mor..mu..amr�ac - m av a ,m „•tea a�D•aiO'ap .c...r�w nmO..'n ru�'m.00a.ame u...,um awe aoo memem. rm.onwn�...e�a'®".w ai:.a w..rnon yrn a;m"ae'u.`m`..am.w�•�".o o •.rm°...is ano.ss anea a.a,m.aa.a ` a:,..:sc m'm.ow.r�m•w.i..®w..a.a � or yr a.rm.,...Pa.,m .w.......•.m.mot. i aaa.o.•`m°a im ��u°N;��.n�awma.°m��m a.oa)a ao®u..am awu ✓b.a.i. �Dunn m w ����a°�'�.n�i.ma moms wu n.®wa an wu m.m ro�oomrc.ea n��aw •mil if iearom any `w ia,�i omQ:o a..•�'u p,�oPp�nm.rr pmn, ,t/.tl�m atcrwcu •.,ur..upNrwc r wo Ir,✓1 t/o iur .mm m.un.�p w�rw,A � t tua¢ia ®o uo�iu.�[e>a�.�ton ro orw.nu v , °mi'•�iacvr rr�rya a�rmn.••'�'w•m�m'ro urw r,•l ...c ao..at.auum• u.00 a.m.LD ma b t�aal n��p�q®sr�•�•o•mw,n r°wool.m.°r Pfto nm,w wa mra.w on tawo.m�® fro o��v� s•�ai u avmm twa.oR u l�.atm`�i,d•`ffiiloi r���d.��•�.�w,av@t• TY .n r A DETAILSYSTEM GROUNDING DIAGRAM •wro.� !u:K.�ro�`°�.>.. �ww ,m'o,arm to.,� u,.n o:..am n.a.a:.00rn�••om'o:a.s�'�0i.rw w,n nim a�.tem.e m..ma.fir.w�.i aa..m pors7 w o uo •u.omtwl m..a,un,si umm.0.oruar ooutm.•sa una nm.no...c,u.m o°mot.P"`mimm. OF ���M� v s na.anm aw,s werau.ru®.cu..ro oq a Co ..moot im%�•aoemeo vno'.00a® oono""° y Y.•..a. w. �m.aaa. AfdIEL I =r �..n :/wo uc a.nm ra a IA •m.mi nre.m wu s� 9 r °�„��.,�ma.r.t...�..o�at,ate•r,�:..�r� w,� Alt ENfi� • a:a .� :::'. �raa.IwJ.., .. . a.>c �°°n.><mma v.•..•w•...a..at..n .n<o >.r. eatP, nrr� a-P.t•P ob �_____________l a maw D»L'100 W..t ttm n.m YO..fYm mW1 t w p11 I m�m.moin ro6.®�Mo%ooi m°Oai -------------- �>m v aam aa.- y� tam o.o mn ios, or a o.n o tm o°.oo.m .n... I o<a:.n...a.. m.a.w m.mn v nn aRn.o m... x...ccr•ra.wa,n n.la..n 0 Does,o i vom000cr x.-> o-e - rmr.0 s a a....tc a.aa � w•m,oar...o. � n a.n.°m�w awa na.�n.ar.:nw.w..r. ammr•r a w•em a e ar w yr.mm..om.>m Canon sou>vi ELECTRICAL SCHEMATIC DETAIL ------ ,u„„n PAGE[�JC� /LONE LINE DIAGRAM io E a w'on NC N££R NC „n TECTONIC CONSULTANTS P.C. ELECTRIC DETAILS k No163 NYNEX TOWER 4E3 OAK STREET .. BARNSTABLE, YA 02630 0 d. 0 IBb1.4234 A-4 0 600 w=hington strert. • � � Boston,hlas��OZlll WoMCIMMIJIMM rkers'Campeasattca Iasacaaca Airldavit �- Yi.�. iyr. 4I,j...•a�.::rr.•.56 a�i.A.'v-M-pi >+._: ,_ ....... - _ _•_ � _ _ .=;t..� i-n'=�:`,.-',�. ..- - _ �� ':°'•1`•xx x?i;,,'T`, ,y,{;.�t� .1•�.,w..1..:-wr,.ssrtr ran- a+°�..j•!r.>� t.�,._.,r�r,� - Q r arri a homeowner performing all work ^ Q I a stilt: scl m_ . k s - xy pprietorand--.havena-o wiridnne gin ay-,p?p3ty - u t � t1` r „•` [oat an employer providing workers' compeasadon for my employes working on this ' _ - g job. •oar • .:• � : :. . . . . . . ...:: . . add Mh 27-1 Q I oar a sale proprietor, aeneml concrsctor, or homeowuer(care one the following workc=8 catnpeasadon polies; ana hour✓hired the coa==173 listed below who Have C. :..:. ...... . Failure-to secure coverage as required under Seuioo 25A of MGL 15 Iran lead to the imposition one years'-state-statement may well as civil penalties in the farm of a STOP WORK ORDER and a fine of SI00.00 a day against me l understand that a of critaiaal penalties 0172 fine up ro SI•S00.00 and/or copy of this statement may be forwarded ro the Once of Investigzdoas Of the DIA for covengt vtrifteadaa. 1 do hereby certify under the and penalties ojperjury that the injornradon provided above is true and correct. Signature' f�Ste' Date Print name (y (J 1'✓7 " —Phone' of ieial use only do not write in this area to be completed by city or town official city or town- permit/licease ✓^Building Department ll check irimmediate rc:ponsc is required ❑Licensing Board QSdectmcn's Orrice contact perspn;` [jHealth Oeparrment phone N; Other :?` T. ;.rWI� S +� a ..a...ra•-:•.,::-.,.. ; L.yi"ta�SGaSdS Information-and Instructions a Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employers. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. Ali 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 i 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 section 25 also states that every state or local licensing agency shall withhold the issuance or construct bu renewal of Iicense or permit to operate a business or to ildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence-ofcompliancewith the insurance requirements of this chapter have been presented to the contracring authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that`applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should.be returned to the city or-town.that the application for the permit or liciense is being requested, not the Department of"Industrial Accidents. Should you have any questions regarding the "law".or if.you-aie required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns i Please be sure that the affidavit-is complete and printed'legibly. The Department has'provided a space it 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 permittlicense number which will be used as a reference'number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. • t The Office of Investigations would Iike to thank you in advance for you cooperation and should you'have any questions, please do not`hesitate to give us a call. ' (;. - a+. a)c. .: ♦sir a.:' � . .: • �t ♦.tftr 4: �. ...._� ).;t t':.i ....e. .'_ .._ ...-.i.�:-..C}, }i t.r'F per,.`a -3T•y�,, �.w is4a•�•idGl�+*Fai�:i�.+��i' "`J'.s The Department's address,-telephone and fax ndffiber:.t t� ��� . -- ...5....1. -1. IV•p•...R i�I e• _ _ .��.Y . Viw".a,•:wY'- '�..+n.r The Commonwealth Of Massachusetts ~ Department of Industrial Accidents T.• .- - .Ofce of Inves 1gations ':t:.�."::S.i.,. w_,....,.... '� �"Y 3..r•.�i::4 .«�O P "' .'....... Wa`shingtoii �.;-:s•.�. � _ a�_ .._. ..'..,._ -...,.._ ,,Z,s.mi:u,:BOStOn�rM$.�'�Z111 ry�r" ':�:.-a-...T:t.�;=::>t�u.�:.�.�"*.w-•�-.`,rwa.�a:..r.�+t�..)�, ".:eu�.r faX`#.•� --�-'�..•,,.,p. �a..._.��-..�...�,,.�.=.r..,,.............._..,.r�- l' ..,,... ..}�...�,s,�•• (617) 727-7749 _ phone#: (617) 727-4900 ext. 406,409 or.375 ..,...:,•.k�ldt�s.E.d" L,'d�j�ra'.� ';cy3.GcGrr&it�' s"�..s.�tii• ,s..i3.�' Yr �Au z c�'tc���yyttr,tr�a ss..t�y� e6rn+'c �—zr+=x=,u'"'+.f tER. { "`- i Y•rRrF1,:c r�•'E-7.�3 Y brl'f B�' .r 't: . r '_ • Itt 5" t4..t 1t/� tJ L!e,,i"'�,i"Y..+:.1 V:� ... _ f.. Y. t}._. ^'1 TA�,.:�Y�P•i il'Re.+'C'BCfff rs�i ..L�t.n:... 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"� � � ButhdaEe ti08/ 96Q " ...A et A'%k `R, x i . vu dg a,, ,,...h R >;+fi s f 1 "r tomLf.G6+?'G �y73 iy F+LT i§b r + EXPlr@$ 12/08/2000 ; 3;Tr.no: 5854 S S 5.�� sJ .,j�4K�•n''• Yr S,Srisra+ rl `;f, LRestnctedTo 4t 'q rlt .ti � ��v gpAD ALVES>; 7 C 6 't' 1 r °� - y .; �•Wa ?EFPEREL`LnYMA;Or1463 t <t i i _• y �;• S 5 -.l 1 3t s i Adinlnistrator a i } < ♦i2�i t �t� �a§f art 5.,'+y v - >•rt `T .�2 a u 2 k,t.' .. S rst s 3.4 ti 4 +a"F,xsC -l rlt o ♦,zt- f - , i !.•"i ..a .auk _t.re '''"Y.•.i5^ Cr i: .1} .}. F £ .apt 1 -r br'+a'a`'t-�x3•r�'a'41rY-t Cs 3ycttT� 7 . t'�1 ".z J.x. - ' •,Ak,lxl!' ��..,f t � 4 t•.4H r'+•`' c7C - i •'�.isc1� D;, � �,.i�li�+•� �-,,,"l t F ,b,,,��2..11F��y����)�4 0*.3 g<6.�"2j;`� �� �`�{±� ferr�`•St.'rs`ky r.`+ba`-( y3+,ir r 4'•'• %'1 �" `� ." �r t��l�.'fit r'.� �'��Y� � tj��•�Pt� � t"gy _ 3 -� ����A:� r r. 'Fi + t`�.d E• YI �r f'�tCF Zr�s ��,• I Ydla!S, 'S E �� i ?3 y'ySTTtsFSir kr �r C.Q,� ,,I P'3• }� i�.fd K`o I 5 ')�TAJ TSti `St i '. �.. r'n _� f y1J's}+< p.�"S•,�t• I"Ftt`� i tib f1�'tF', i�a j$IN P_�. •,l, Pa . �.. •F at �. ,3�?�`�'+.r`�i. d 14 G s •.t y-�e� s tr'x -MNrf%!}t•iir. 0S �rtt 4 u (e x.,q � � ",'.���y1G+•J'T���(.i •��§l.pEt RL�� y ti�� £}+ . .;t•:Y�i°5'tt„ary. rt„ ki fh 21 ��'`'i Pd -� [ k i. fb 7 sit t3'r�F Ll'i s. Ys., u-�:•: ., P'�n3 s'Utt.L � ,,� y.i r "ro� rt-^zr§3-+'✓14ft .R ..e t.'{. ,�k r PS'�� aiN'[�4}S•f•rrh � � Sa. _ tr,�n '•G`fE'}� , ts• a Z � s S r.M�lfKr.n�a § ' �,j k F1W •e,�. 5� r 9, y�,}'.�.57 3�,. y = T t g+�$ -c_v^ ¢ •u _ ��', '�fpS t^ 'd vJ{-r•gj•'-eft y47� Ni 2F"T.,..3• SiA3� r -2c � TVi�a'�,^•YFt��g�nhfiY.�J''C�++::Z��s�w'�.S '�i s��'` ` i5r�.6t...., �* .. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION : Feitelberg Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2 2 2 -Mil liken' Blvd. ALTER THE COVERAGE AFFORDED.BY THE POLICIES BELOW. P .O Box°3220 - INSURERS AFFORDING COVERAGE - -•' Fall River ,MA 0272-2._.-... ... .. INSURED INSURER A- Great American Insurance CO Beacon-Tower Service, Inc. INSURERB: Liberty Mutual - Residual P ,O. Box.t3 5.0 7 INSURER C: CampeTlo Station INSURERD: Brocktori,..',MA 02404 INSURERS 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! POLICY EFFECTIVE POLICY EXPIRATION LIMITS nim LTR ! TYPE OF INSURANCE POLICY NUMBER I DATE M/DD DATE MM/D T ; GENERAL LIABILITY MAC 9 0 2 3 5 0 9 0 2 0 2/2 6/9 9 0 2/2 6/0 0 EACH OCCURRENCE $1 00 O 0 0 0 FIRE DAMAGE(Any one tire) j$1 O 0 000 X COM M ERCIAL GENERAL LIABILITY MED EXP(Any one person) $5 0 0 O CLAIMS MADE a OCCUR PERSONAL&ADV INJURY $1 000 , 000 GENERAL AGGREGATE s2 , 000, 000 L AGGREGATE LIMITAPPLIES PER: PRODUCTS -COMP/OP AGG $2 0 0 O 000 ! ; POLICY JE O n LOC A i AUTOMOBILE LIABILITY I CAP 914 8 5 5 4 0 2 O 1/21/9 9 0 1/2 1/0 0 COMBINED SINGLE LIMIT $1, 0 0 0, 0 0 0 (Ea accident) ANY AUTO - IALL OWNED AUTOS BODILY INJURY $ (Per person) X SCHEDULED AUTOS - X BODILY INJURY 1i $ .. (Per accident),_.- -... A ''NO -OWNEDAUTOS DAMAGE PROPERTY DA � S (Per accident) GARAGE LIABILITY r O ONLY•EA ACCIDENT $ !�ANY AUTO ER THAN EA ACC $ O ONLY: AGG S I A EXCESS LIABILITY jJNj$902351102 0 2/2 6/9 9 0 2/2 6/0 0 EACH OCCURRENCE SS 000 000 X OCCUR F1 CLAIMS MADE AGGREGATE $5, 0 0 0 O O O S — $ DEDUCTIBLE Is X; RETENTION S10 0 0 O B WORKERS COMPENSATION AND 'B INDER5 8 7 4 5 0 2/2 6/9 9 0 2/2 6/0 0 �W CRY LIMITS II ER OTH- EMPLOYERS'LIABILITY I I F.L FACH ACCIDENT $10 0 , 000 E L DISEASE-EA EMPLOYEE S 10 0, 0 0 0 E.L DISEASE•POLICY LIMIT,55 0 0, 0 0 0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER I I ADDITIONAL INSURED;INSURERLETTER: _ CANCELLATION SHOULD ANYOFTH E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Pagenet DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 0 DAYS WRITTEN Attn• Todd White NOTICETOTHE CERTIFICATE HOLDER NAMED TOTHE LEFT,BUTFAILURE TODOSOSHALL 1 vandegraff Drive 6th floor IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPONTHE INSURER,ITS AGENTS OR Burlington, MA 01803 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I ACORD25-S(7/97)1 of 2 ##M6704 ,1 OACORDCORPORATION1988 MR —14-1999 11:27 FROM RAGENET MR ENGINEERING TO 15097906230 P.01 $ The 'Town of Barnstable 7ATUMASM ' Department of Health Safety and Environmental Services Building Division . . 367 Main Street,Hyarmis NIA 02601 Office: 503-862-4038 Ralph Crosseu Fax: 508-790-6230 Building Commissioner November 20, 1998 Mr.John Krudwig pageNet I Van DeGraaff Drive Burlington,MA 01 S03 RE: Zoning Exemption Letter Dear Mr.Krudwig: The addition of three(3)-8' omnidirectional antennas along with a 8' x 8' shelter to be placed inside the existing fenced area @ the NYNTEX tower located at 463 Oak Street in Barnstable,MA is allowed and required only a building permit for this installation- 1 Thank you, Ralph M,Crosson Building Commissioner RMC:ib •g98i120c TOTRL P.01 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel 26 7_X0,' - BLOC, use Tm5 P-J1• Permit# 3r 2 Y 3 Health Division (�/� �i Date Issued Conservation Dwision 111 o�w `�t Fee 3 Op Tax Collec — `� t i 9�3 Treasurer — SEPTIC SYSTEM MAST BE II- LLED IN COMPLIANCE Planning Dept. I&,+-s H TITLE 5 ENV::►►0,� � � �1 set L CODE AND Date Definitive Plan Approved by Planning Board z - Historic-OKH A Preservation/Hyannis d Project Street Address q 6 3 0A S'Asti Village W, rn s in l 1 Owner 84 ddress r 5fs-sd— a s Jl-� Telephone - 23 85 1QTaiv 14 Svlp-�cp Aleskua �— Permit Request ayftm Ans gk 1 13` e x�s+�+� ` `z.f ct m v"� r 01 S CLf Let LJ" Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost E30 06 60 Zoning District Flood Plain / Groundwater Overlay Construction Type conm*I Lot Size Grandfathered: XYes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 4A Historic House: ❑Yes No On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl ❑Walkout Cl Other Alf A- Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ , Commercial XYes ❑No If yes,site plan review#_T�f - 3 Current Use com rn citl"(.Al" "t Proposed Use C M mvA I c=fiQ-t"M r nn BUILDER INFORMATION Name w re Ue C F J:L e s r e. Telephone Number (6 0 3 ?9 23 R Address 1 D I���. QIJ ..S u: .woe License# 07D y13C. Il)Q 1 12 a AJ H 3� '� Home Improvement Contractor# Worker's Compensation# 411. A,4,J 4 /Dos I I des ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ ��� FOR OFFICIAL USE ONLY �� r V - 4 PERMIT NO. DATE ISSUED MAP/PARCEL NO.' ADDRESS- " ° VILLAGE OWNER 1 • DATE OF INSPECTION: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL A PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - G DATE CLOSED�OUT ASSOCIATION PLAN NO. r ,, � Tlrc' CUrrllrrUrrll'C[rhlr u�':)tusruchuscltt Depurttrrerrt of Indrrsrrial.4ccidcnls ` OfficPn/layesi/gatlons 3 (;;iA 600 If'ushing runt Strc'c't 4 �_•., Bustan.Mass. 0111 «'orkcrs' Compensation Insurnncc AMdavit Atitilirint infnrmatinn• PicTse PRINT ie..i@v-' name Oa\/� 1 Vw�atn \Ar V � a Incnrinn• 10 7 a r S 010 r I r 61,• (� 1� N 0 30 (6 nhore f bo 3- R 30-H?- 1 am a homeowner performing all work myself. 6 d3 -8q-7-23$6 I am a sole proprietor and have no one working_ in any capacity I am an enipiover providing workers' compensation for my empiovees working on this job. entliwini• n•tmt•• Vy t VP,`yYD pckek AC. tiltlrrcc• v\g ,0S J`i(owtoys {W tl�(7L. c� LJ f — too 2 (Z nhnnc#• 1 f1 - . �2`•t- 'Z-cl^L r{ TT incnrnnrr n AAAcav A-ic Mgt Sns Cm . nnlir, d `10os 11 �18 5 [ ; am asole proprietor, general contractor, or homcOlvner(circle ouc) and have hired the contractors listed beio%%- ,.+•ne the -oilowin_ workers' compensation police: cnn,n:in%• narnr atirlrr<c• cir•• nhnnc d• in<nr-nrr rn nniic�' cnm^arn n•trnr• atittrr<c• tin nhnnc 0, incrrr.nrc rn nnlicv� _ Attach additional sheet iCnecessary.. .. ;:c•.•_... _•�;•�•:••...• _.. :---••..•. __......... •......,,.. _ _.". `."""�._ .: F:triurc to secure ctivcrace as required nucr-ectton Z!A of I%1GZ 152 can Jead to the imposition of criminal penalties of a line up to SI.M.UU ant unc 1 cars' imprr.tinmcnt :t.% %cell as civii penalties in the form of a STOP AVORK ORDER and it fine of S100.00 a day 2painst me. I understand the copy of this ,tatcnicitt mai be furwnrdcd to the orrice of lnvesticntions of the D1A for coverage verifteation. i do hercor ccraii'rurrierr rite pairs acid penalties afpc4urt•tltat the information prorided above is true and correct. oate S—S —a 9 Prin...a.•nc K2Vi r1 L ws 01-N Phoned b o3 - $all-23&S- uai nac unl�• dm not �s•rite in this arcs to be completed b�•cir}•or totcn aRciai - — _ cite nr tnwn• ` permit/license>3 r tluildin_Department at.iccnsinc Board cneck if iminctiiate respunse is required [jJeleetmen'a UfGt r (health Ucpjnmcr.r r phone tt• r-Utlier_� t wi 71 ' � �d �o x��ll�!Li�it 11 I'�nl:,,r 9= d •S I ! I i c uv t/a i '� �i 6 t� 1 .' t i � :� 7 m •:-� .ter •� s � .. � � .. .. i 1. �i 7 TeleCorp 1010 N.CUX RD. SAIE NRD ARLINGTON.VA 22201 I'—/".)T,J8�1100 I- /(7G7)2L5-1101 • WFI TeleCorp . SUNCON NORON�NEFKE Ph NA$!&WUV��P07052 ° i1 ;a9 2M ATLAWM ATLA M aA�►�l TfoLMOLOom O PA By t(M.SVMM YA OxW BELL WIRELINE CLAY HILL ' -� r HYN=109C APPROVALS LUCEM TOECDRP I1 LANDLORD f LEASK RF. 7DIRNc CON5IRUCTKN I PRO.ECT NO: SSIkSB . SITE NAME: - XfNITE BA �' �101 R'Y. 1 EGL omam NUR 1YL � MWN BY. W.A. SITE Numam T-1 TIRE SKEET S MIF-10N: 0_1 SURVEY PLAN J CNECIM Or. 1lG& 1 SRE30".w.S: .0 w® A-1 SITE DETAILS 2 SUBMITTALS S-1 91RUCRAtAI NAN 2 %Not a OUT M E-1 ELECTRICAL PLAN 2 1 RGSIIIL w ILIA LOGN r p;p E-2 GROUNDING PUN 2 5 t111.1 :. NOR I @AY)Y--, 6 mnn •J RD. DRAWING INDEN TiR mum AIEWGIGL VA xalt TK WFORMATKN CONTAINED N F!/�1 / AlUIPITIC swim TNs 5!T 6 IIDINw15 rs i U503 OL41D SNEfT O LPNusuc Pwbwmc/N WTmnNO U �ROS1 E OTHER TnolE HAN N/A ® rNi N O m IS SI MY RELATES ro 1ElECRP s st xnr PRamRD. NNRM NwmN NMiIY w 16Y OAAmYI _ mown ws n aEa® VERTICAL MIUM / Sim NOPTM NOICW GQW of 1®OWm» AANIIC LaNW DnmRA W- . w+" BE WIREUNE CLAY HILL ADA 'O1m (m HYN-I09C liQIM1 6 UALWY®ND NW POI IEA1111 IM9nROL P106/L»1� . mmlln 1NMl{G AN® ASL OAK ST. PROJECT INFORMATION VICINITY MAP PROJECT TEAM W.BUONSTNRE 4ASSCHU EII5 _ DIRECTIONS TO SRE: ®m FROM GOMM TARE ROUTE 3 SOUTH OVER SAWMOW MUDGE TO ROUTE& LAND LORD SIGNATURE FOLLOW ROUTE O TO OUT&FOLLOW SIGNS TO CRNGNLLE AT FORK TAKE iIILE SHEET RIGHT TO SERVICE ROAD.FOLLOW SERVICE ROAD 10 1ST LFTT,OAK STREET. SITE IS cTRsr LEFT. saD.mx snuTlla sDDa�_ T--1 u ssN.ean i LEGEND xc TeleCorp FJOSnxG-TER VALVE 1010 N.GLEN IA. DO ERSnNU GAS VAU[ WIE aO0 10., msvw unuTY POE to ARUNM".VA 222M o IDUE"'G—POLE P E%OlINO Llprt POE DDT` SERVICE ROAD F-4/IF�)236-11011 —PRODOSOD UNDERGROUND UNCS ' Ms.EC OWRIEAD LINES / --♦—�—DUSTING OWN UN.. PAT PRNUSM.G pUN D MAINA LINK FER SUN�II Td UAL O`OS GE TERN N ® WF1 ZONING INFORMATION �! / FOR REGISTRY USE ONLY = M�IKWG �;j' YA� Y0201e Phan:NASIW�NOSZ /6N))897-21G psrRcn RE5Iffl1T,N.Ua> a CAWNLAI A DAL ,�: oFEa Pa x 1DI 0raE /�INlT)eB7-um AlmDlal, Dmo NCINIIY MAP N.T.S. �,D�wa� FJBT IS NI��MD fEQ301 PROVIDED L,`- AO,e SPA® 1Dal lao� -90E rAlm ee•,D• ♦ ` A/MNTq _ISAR YARD Is' 14V MAIL W NO MWT.- w' At{YI10 DaA�►Al � SS. MA N MIN.LOT AREA: N.SGO Sf. E�pSn� ``' CEMENT T '��4 TAAIAt SEE ZONING MOULATIONS FOR VARMDCNS ON SPECIFIC USE ® UlA1TY FOIE I � Fn qnl(p0e)Na-Wtl FAA CERi1FlCATION n,q�xNM�1�.. ,yerc;W19E5. y rur(mv)me-Faa. Jd 0 aD I HEREBY CERTIFY THAT TIE LATITUDE,LON.AND R R� �4• `�.r.' G FUEL ANN M� ® ELCVATIONS PRE4JNTrD HEREON NEST TIE REWREADITS � OF ME FAA zC STANDARDS WIM TIE FOLLWANO � _ AgWOM LRAO[S ) Ai� aAnuTMNG JIl moat AAC91IDTo !FIFTY(50 FEET�HOR60NTN1r CENT oa w OA ® DFIm R 4MU R EID SITE SPECIFlCATiONS AND NOTES: I ON APPROVALS I.FIELD SURVEY DATE: }2-0 WALMAK ELEN b]WA SL MNAW N OFDptNI IUCERr 2 VERTICAL DAMN: DRM ANWCM IN BAmmARUL NA DZe® WENT DURAID TL.•TELEGRAPH a/MU&w � TEEECORP DAMN DF 1BD3(HAD) D®R f0 Itl RWEIY TAW WT.on RDON ]HORIZONTAL OATLN: MaI1M ANFAICM IM AIR OF THE AI�eGS OCID eK 763D PG DAMN OF 1Ba](NM) NEAR vm ILT.lam (AND= 4.MA FA OF PULL` LATMDE•111.0'56.]•N �A lrll ATWITIO LONGNUOE;D I'Wr. ELEVATION:ISO*(GROUND) D®S L as Pe NO LEASING A OWNER: BE 26 - IN/W I ZONO 8.St.ONTACT: 4MWET 7891 AIL 0. I (e17)7♦]-7e81 w CClbiR11C110N 7.STE NICE: HELL WROIHE CROY TAIL ® py MA6FF. HYN-109C / PRQECT NO: SS{I,Sa 8.SITC ADDRESS: ♦D]OM ST. DRAWN BY: M.A 9ARNSTAeLE NA N, I 1a APRJCANT: TFIECOAP 11C U7r AURA iG)AGES IMO Np1M OLDS!ROAD Sul TEUD — ON DP/M vA1EiA CNEO D V. K OFFICE(DO] SOD9 OD-D30 FAA (ew))Dee-DB:a �cw. SUBMITTALS It.AIPoSpCimN: w.BARNSTAfOL �I O14>btel i2 CONSTRUCTION TYPE: ENsTNG TDWYR R/P s DEED P0.NUSla DEED N6ER m -—.-.1. BAm18f S Q FOR NNS'1. 14.DUN RFFEPFNM, N/A AN g ARRTNO PIIDDaIr ID6 AR ♦ 1 US FOR DO M..RVW NTAMLq PWW Al�IIm IIAD Alm ] ! M FOR ZONE: ARE M17ROIAIE`ro e<USED z S LS FTB 41E Rll Rvw A AND COORDINATES TES RI,AFRO FEUD SURVEY ®x on" FOR I�DONS T.1a ALL UNDERGROUND NTAETY NF SURF N PRESENTED 1 311SAD IS a FOR M" ANDNER PL WAS D R 001Nm ALL U SU16A�CNOENCT AND RAMS Q TEX)1.ALL UNLD PRIG T UMIES SFW D E LOT OF IN MC FE1D PRIOR ro 71E NtONA1EN OONTAIED N FOD ACTT T MY 511E wORN.CAUL O¢sVE MS SET 6 DOCUMENTS is t(DDD),U.-T]1T A MNNUN OF 72 Np1Rs PPoOi 10 ptyIETARr er NADAE ANr PROPERT ACTIVITY. USE RI DISCLOSURE BY M OVEN THAN I8.PROPERTY LINE INFORMATION REON D AND IS D FROM USE WfDIS LOUTEs D R THAII RESULT AND PLANS OF RECORD AND b NDT THE RESULT OF A FULL BOUNDARY SURVEY, THAb S7DCILY PRO6RFD, COFF 17.F.EDA.ROOD PUN eO1.EAMY OEROR IS SNOMTN ON F.EN,A FiNI)WINMUMTY PANEL 9 OF 23 "A DATED DULY 2,C' AND ME 516LCT FL tt IS MITNIN A'C•ZONE-•AmAS OF MINIMAL. WEREO•. _ llry BELL WIRELINE CLAY HILL IS. NO WETLANDSEOFWERE ED STFJD WARN Tao FEET LI Pwaosm srz ILPRorwv Ta ,u HYN-109C IaTE wwu IN�Ec,lox. DeDW iB.SITE.0 FALLS WROT AP N&AAP. OF IDipA�WATER AND WATFN PROTECTION NAP. m RAIILET F.• ST. M� ANEY. IL UX) amR6✓.W E. aR cwm Im ] W.BkWABLE IE SSCH SETTS 14 GUAII MA N RAIPH E 4� IN�R'�C 025M OEM EC 5303 1 I CFAWIY 1xAt MC RtORR1Y LIDO INOWNI PMILLD M. 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ALL MATORALS AS 110L AS MEOWS Ale Pe0�115® e1bE•Dy)M_M, ANTDKED by BAOCSONm I 1$'-a• -I 2 MY a"F DAARE Of 9W1 C011PLr WIM T16 RIAg uc rw TTITW TMGM=LNA*s T �{ o�(Tle I1venNo As ro TNe 1101Ae v AVAIueuTv ar (s TorW 'Y-e• �•—————-1 � NM(eew�i WN7R7Ec - 1 �A}jOlfiR!WII�NNANQlA7 YATOaAL4 Y-s� ��"1 r-8• 3 �S�Um. 16 J OONIRACfO1 SINL OM AT TIMM 01e1 Y-e' �— _ __ D�TpADTy Tp ppNTRQ Tp pNC LAYi/i1, .■ T- m Eta�O m WAM a CA APPNOYus Vile IeL 2 I I LUMT srxe x.T.s A-T 1ws-..1 F.--tws• a Au I�a=%,wa me mum AIa wmu1,Dm m 1ElECT1RP A,_a. Y-7• 2'-A• 2'-x' 2•-I• I ¢ T�W�OA�WNORNA�M10' e1 OIM Its ARpD}.-RAM' of WIDU RD d pW�YAO�TWMC�N7`1O6 AIK Tt1 L!'Itll mMll�M IEiISIN FJCSIINp LAIRCL Q'Q_ W RAM R.F. TOYEA ISEF IgiE Is) CQJWL zowc CONSDNCTION @,y / er IOEDOR. N PRO.ECT ND. SSMSa 9 9 x N DRAAN BY. k ° a Y.N.A.°' AE(T IAL EABIE(1(AAfOAL / f01 TOIL CHECY.FD BY. 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(IYPE 2) OR EQUAL AS AFROAD BY MOD WODeSIgI 11ANACG OOSTNG ICEEMaDQE 0.STNG al .0 16 AND BELL AIIAKM RUN II II�ERQIOIRO FROM FOMENT PAD ro EQSINC LATTICE TOWER ND F1a51HC UTM unNOE-NIww.w N ♦ T DUSTING WALL FFMETMIMN'NffiVO13 O MC CAME VA"RV DE FNRCM tANONDE-07071Ie.27' PROPOSED PEMTAA I 0� BTO ROUM ¢ro IOW OFDURC N SlUnfELYT COMM W BELL WIREUNE CLAY HILL O VIJjL(� COSTING A ( / I¢ VERFY COM MIN OF µam A MMZMTALS ONTOWL HYN-109C ip \NQTE 1 Mom ITERAA=ANY IA➢IiAS 11Nr ARE OJI M... ml ( O TVANTONA VO WM.DALAT e ,es'A1.,5L PAD CO TDTW T 10 ry s W.B.YMSTABIE•NLSSICMSETTS cm or is) o CRAPEEIC SCALE en GRAPHIC SCALE emmuls 111W T SITE DETAIL aon�Illaia TaeQa 1 IT, t em)N o o TI TOY -W ER lH APANIN �� \ WE -PLAN F&aaN.WA-1 li I-S UdigA S=IWA" M 3M 7W I �s4ywTa"IAmaDx ndwAAM czdDIOWU m 3oMA" M AD H3DM 3 wj" W Wld- WrWIS -PlAi., SILmon"7mnwmm 06ot—NAH _nIH AVID W381M 1138 MORA H-00 Wd=j ausm All=sl mom Ql 53LVM tOW AM ivnm US 13CM-1 IfrlrDl NVIIL moo imnsoimo No in ANY -MUO AS AKVI� 9sxL9l 30 Am sm OMLKO NDtIYMft*311 IMM 76Ya WISNW aDJ W GOIWti ISNOO lal W d S L @M ww oi iffin ma *kd IN TUMMUS IFIGR=WORWJWt I'vs sm3aft mm Ow am VdU)Iffow wmm —ld mus�ja vm� 03UXIM dlW 9T"gs 33VAM mmm am*mm.* MV"-\ GNUM3 NDLIOMM nu"am= MVAM 431M CAL 3HOLS39 I L HAM TVU am v XVMt ONFM 0 aNusaa 18 CLL Mnum (GAN 0 9='Elm %VL AMOS c 00 om" 'GUS ssa"j Ganowl 3WI "Im M jMJSU a—mx S=d7 SWAOSdO IKWI —Ame 0 mks SUM IS M UL SH3QW.4'M T '®NAMdQ LM M OL SLMMWd=a*IUUM W 't jl� 3MM J SAIMMM WOO 04: X M, Alms ON Mnevis 83i r dWM 3dW/A 13MUM VE VNMOIOMIOLL 'am 7rjm Am wmw�m maw M"BROW SUN COMAM alands .1 W�CLUMUV 33 MM POM%V MM UMMJ GW�M rn 3�orm sswl�cummv '38 TimfaI➢ ..mv, szcv PISY m mmm XL av�La� seem, OcmD of .WwV 70M 3ALiV smm INZ-69 -M—��,-(W) M -j ALM MWOk NOWN 311 HIM�MWN M M r�MWEA V -am IL .9-2— a ODM-LMW9lf—4d Z9000 HN VMVN Vmw, MKIN qvKL Mw—TrIftirw-1 MA 'm=NOW w ammo m corw 3S TM owd Imm T v�;r sm do um wc-.c m talt-grz(COL)f -3 W`9�- 03=mm=SO m zw1w 0011-M 1311100� 03ZSM�M IM 3� om IOW VA'KmMrPH mm aw 9�5 wvm an to= 'ad 3M'N 0101 Redd%WmA dj000io.L MON IVHfli0flHiS rp T�S�RJR DE SLIM ELECT M LEM TeleCoD. 1010 N.CtFBE�. SLATE aoD FROM U11LIn POLE AR11NCION•VA 22M P/0+1 p AM 0 I.nA oaw.m.T R-/(703)236-1100 ® F- /(7D3)236-110 o r R� 1L w0.r�5H01I utNr FafiURESW ® F' Al a RQ. IMALD On Taw emI INR ,m W.PaRAA,w ter... AMIAN m $UNC011 10 500 A 0 Ka'WaOMO aPP>m.rMa NAS WShHOm Ks. Nlac room r10w h /(6O7)897-2300 U�M DIE r LLON uWE,f ODtRWSt XOtm E=I-O 101.RO A 02+T p a [(4�}i�{PA01.RA O.LtE NrA1HOPAeor 0 PRLTABWCAT[D I STARATELr 9t6!>ED ATLAKM _OyD tilt WE ew.(TYPE 2) SNCTFA 1 1R'Raj COPPER COLIgIClO, ^ Alsa[ ATLAMM OwR�►AL f19rnNC vm ORAL£ • ,Olr 1/OI�OEA�.�. ,t/Y LlON11OLIT t/fP LIQUID nn 1/Y RRS m O.GOMIO u ra.ee HEN,eaW.ae,w wx7 ,�D ELECTRICAL NOTES F—— —-,-/r�Taff-—— �. —cm®_ ENSTINC IAIDFNNOIND 1. ALL EIECINML WORK SHALL.0OPO01 TO M ISOLRmCENTS v I I wow .... THE raKATCHAL nt cE R K ONOun- Mmm �� POLE TO SIDNi EdE __ -r- 1�wax ram ut Pu \ WALL BEAPPROM OT THE LOCAL ALITIO ITY MMMID.AA�CIOL PROPOSED IRIDLROgIRD PR7POSFD�� -I- MrFN G9Ff FUTURE I ' PIXIES FROM UTLrTY . . " \\ F)�SO.0 E ALL xO BE LLL ELFCDAL ITEMS SHALL APPROVED DIE LISTED AND POWER PRIMARY GROWTH EO NCD cW.aeED sffi mart POE TO,IEE.mt .. ...':: I A 8 AVEE WOE FOOrnNG PNOOLBED PER SIUMw0N REOl�lla GROWTH I Pmw ABOVEpIaND 1 EDSiNC s al THE EHECWCAL INORK INGILLM ALL LABOR AND IU � TIRBAL _J LAN TANK DAD BY DRAMOB AND SFOLPICA➢OK NWOS DO A®o ..•......' a]IDIOMENTAL EODL Ta EfZOVQ ME1L OPERATING -u/a- NO au No OI xm,onnm rcra.10m ....... ARRONO)FEII1RUL BTBIEIL I fAVmm BY WO11T aD51N0—a TOWER .'•.. {. E]iDDECJL fABRACiOt SHALL PAT FEES FOR RRNI'M ANDMWD D LVScxa HALL ------------- APPROVALS LONGITUDE -{07071*16. N i IMF. iW QnAROO SAD POiE14 AND fD0®IAION LOHCINE-O7DZ,16.2Y nIOP® \ nDl� LUCTNi 0 E"DIS CRIME E=THG T 0. ELECTRICAL AND TELCO 1=0 III A SAWIC I SHALL SIN N 14 ICE 6RDGE 1EIECORY RATE DIY. NOTE 1{ , 0 0. IMOIDRD PROLNSSED ARRAY R 1 56OIfE t1OAlAT TO READIER SHALL HE IN axnaa"nowr GALv:AAK2EDTIIW� �L�/� ��EPE �SEEEE� �p�PER�E��P� fDID,IEM PM E AIJ T Eris CDINOE MCCAL 011 MONiTNDt OSIWIS OYIY SS]/.T FLE]ESE rE/EEfIE/EIEY TEiGfEMi RNiiiE MIEtlE1EEp ER1 IFAWIG NE NOS is 7. SIRED NEWT SHALL.E NDNm1AE a PNG RE p 0 0. DH:IO•JL SIS,O SHALL E CO.PER COOICIOt POC pODv ZONNC y TrEe MM nnN DP THIN NSPATICH rPSEOI�a A/D a+PALL SOURCECOSTINGp� 0. OLJx TEEN DSOR PROM PROPOSED LOCO m110 TOPTDHANT COLSIPIICTNN INA OND TO. ALL ETIISEOn LOCATED wTiR>e SHALL WHY!MA JR PRO,ECT NO 55{436 0 O '1. ALL aEcrRMAL CA®TE'D ESAE A O{NIRI CLEARANCE OF Y. \ DRAWN BY. ...� CHECKED BY: KGfl 0 SUBMITTALS RECMAL XM PLAN 1 Y"LLI x19 E-I OOf.IIOLDT POE ' x s OS rOH fON51. 1 1/2P/89 NS fOt O7N51.RYR S ACF#FMPIIOr�Nr TEE[Na 11E NNSUBOI CORTANED N EHgOyE,y�A`N NEOU p //�IQ O'NIFD OABIE S MS 4T O OOOINBnS N NN®„rYF1i / BOB COMMIT 11%PRO M SO O11Ex RY BY HA At- dtld9EE I'MDDO T THAT WHICH MATES TO MEW gl9aC 019'OIELT'�A 3R NOTES,. NWYT IS SMMY PROISIM FRONT i. BACNBOAID trK sOPPaaTS ro E R e.sa¢Du1E^o DALVAxra� L,OLR FRI1,aE w+E s HOW B71OPQ AS EOIDED I INSIDE HQFPJAK� K Z cAL�V�UN0 61ROSIPPORTS ro BE IO 10 UDDY iOE - 1-- - --- I�AQE ��/E I BELL WIRELfNE CLAY HILL BOB /°D0 a. IIAatBOARD ro E Iz cA I a Rl�L�IIt9EA --1 HYN-109C a R HIS" GLVANI2FD,TO E 1 Lace ,mA DDNNEDT NTIP¢I SIf101 PO'A'FA COMPANY EOIIIRB/FSTIS POEflR PADWIY aWRTIH OLIOMIM� 19EItATOR RECCPTA=COAM WITH TELCO __J 463 OAK St. To PRBWRT D IS ATTACHED TO E PRIMARY RAW)CAtKT POWat CADHET. I I W.BNN67ABIE,INSSAOEISEfi9 1/Y 11Sf TOLIQLAD 71aNf AT PAD COOLDICE tESL B�Nw WITH t�RM ELECTRCAL PLAN -- T ROS RL4D9 Am CALVANUI DAr I/r Rm TO I/Y LT AT PAD m POEA FAIR SSIM Common P,C To A.CDUPww 'Ll'ODI TIGHT AT FAD SINS tl PVC _RfpPmRE1D� FROE Ia,DI NANN xa.Rml t Has 'FWD ROD 6ACi(BOARD DETAL ° WLW MUM E-1 60NE:NT6 E-1 I r>t s,u sPl d d ill so ag W O a� gk=m �G ¢ -its Q Z � � . s �0 � �g g a.saSSS b0 c 9r Cc k o Ru i�a E RE a>' P Pi A �_� ��8 �e ��� �i � � gdgy�C a'g_��g p�� C3 §�• n ---„-- -- c a o --i N" 5 �F�y -pi 49 Flo PS iU It It C € / F so e • A IQ J°T / �• uS s i Fi ,. the global leader IN TELECOM OUTSOURCING . April 26, 1999 Mr. Ralph Crossen Building Commissioner 7 Department of Health Safety and Environmental Services,Building Division 367 Main Street Hyannis, Massachusetts 02601 Re: Bell Atlantic call capacity, 463 Oak Street Centerville Dear Mr. Crossen: Per your request at the Site Plan Review held on April 21, 1999 for the subject site, I offer the following information regarding TeleCorp's future call capacity in comparison to the previous capabilities of Bell Atlantic when this site was operated as a microwave hub for Cape Cod. ➢ TeleCorp proposes to install three panel antennas utilizing state-of-the-art Time Division Multiple Access(TDMA)technology that will be compatible with AT&T's national Digital PCS network. ➢ Based upon a maximum capacity of 8 radiofrequency channels per each of the three faces, TeleCorp will have a capability of 66 digital traffic channels at maximum build out. ➢ It is my understanding that the other wireless carriers have previously submitted maximum call capabilities based on their specific technologies; specifically, Nextel will be capable of 72'interconnect calls or 144 direct calls,and Omnipoint will have a maximum capability of 21 calls. ➢ The cumulative total for all three carriers of approximately 231 calls is well below the capability of the Bell Atlantic microwave operation, which was designed to handle thousands of calls at any given time, including calls around the Cape,to the islands and from remote switches. Hopefully this information is helpful. Absent having specific information regarding the former microwave installation at this site, I can assure you that TeleCorp's proposed installation, coupled with both Nextel's and Omnipoint's installations, will still fall significantly below the capacity of the previously perinitted site when operated as a microwave installation. Should there remain any questions concerning our filing, please do not hesitate to contact me at(603)770-3187(phone) Thank you for your consideration. Since ly, David Vivian,Zoning Manager Wireless Facilities International - 1 - of tqy Town of Barnstable Regulatory Services „ Thomas F.Geiler,Director URNSTABIA Building Division pr i639 a`0� Tom Perry. Building Commissioner Eon 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 20,2004 Verizon New England Attorney John Alger PO Box 449 Osterville,Ma 02655 Re: SPR 001-04 Verizon NE,Oak Street,W Barnstable,(R194-026-Too&Woo) Proposal: Create four lots from 9+acre parcel(I lot for existing cell tower under SP 1973-47&3 house lots) Plan Entitled: "Definitive Plan of Land Oak Street,Barnstable,Massachusetts Prepared for Verizon"dated March 29,2004 as drawn by Canal Land Surveying and stamped by Paul R.Ryll,Professional Land Surveyor on 4/4/04. Dear Attorney Alger; Please be advised that the Building Commissioner approved the above referenced plan pursuant to Section 4-7 Site Plan Review provisions of the Town of Barnstable Zoning Ordinances. This approval is contingent upon the applicant's ability to secure a modification of the existing Special Permit 1973-47. This permit was issued to the entire 9+acre parcel for the alteration/expansion of a nonconforming communications tower. In securing this amendment/modification,Art Traczyk recommended that you cite that the requested relief is effectively a variance to Sections 4-4.5(l)(B)6 and 44.5(2)(B)to permit the alteration of the lot occupied by a non- conforming use and structure. As an option you may wish to consider a separate application for the variances to assure that you have requested all relief necessary. In addition, you should be aware that a review of the proposed plan indicates that the westerly guy-wire may be located within the required 20' front yard setback (newly established by the proposed new right of way). It is recommended that the exact location be confirmed by your surveyor. In the event that it infringes upon front yard setback, you should consider adjusting the proposed right-of-way as this may negate the need for additional relief. Failure to address this issue may be construed to be a self-imposed hardship. Once all necessary zoning relief is obtained, you should include a notation on the subdivision plan identifying the specific relief granted and the corresponding Appeal Number prior to endorsement by the Planning Board. As you are aware,the plan and the Board of Appeals decision must be recorded at the Registry of Deeds. cerely, r Robin C. Giangregorio Zoning&Site Plan Review Coordinator CC: Tom Perry,Building Commissioner Art Traczyk,Principal Planner ZBA File r oF� The Town of Barnstable snxrrsrnsta. � . ig Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner December 14, 1998 John Krudwig i PageNet 1 Van De Graaff Drive Burlington, MA 01803 Re: Zoning Exemption Dear Mr. Krudwig, The addition of three (3) -8 foot omnidirectional antennas along with an 8X8 foot shelter to be placed inside the existing fence area at the NYNEX tower located at'463--Oak Street in Barnstable;; MA is allowed and requires only a Building Permit for this installation. Respectfully, Ralph Crossen Building Commissioner i QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 04/12/02 PERMIT NUMBER 29952 PARCEL ID 194 026 W00 463 OAK STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONY DESCRIPTION ADD ANTENNAE EQUIPMENT TO EXISTING TOWER CONTRACTOR PERMIT FEE 183 .00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 753 GROUP TYPE 1 APPLICATION 04/06/1998 EXPIRATION VALUATION 30000.00 DATE ISSUED 04/06/1998 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N)EXT/ (P)REVIOUS/ (C).ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F)EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT This value is not among the valid possibilities 143 QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------.- 08/23/04 PERMIT NUMBER 30773 PARCEL ID 194 026 T00 463 OAK STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONV DESCRIPTION 10 X 20 PREFAB EQUIPM'T SHELTER FOR TOWER CONTRACTOR PERMIT FEE 274 . 50 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 437 GROUP TYPE 1 APPLICATION 05/07/1998 EXPIRATION VALUATION 45000 . 00 DATE ,ISSUED 05/07/1998 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT r. nJ QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 04/12/02 PERMIT NUMBER 38243 PARCEL ID 194 026 T00 463 OAK STREET PERMIT TYPE BREMODC COMMERCIAL ALT/CONV DESCRIPTION ADD ANTTENAS TO EXISTING TOWER CONTRACTOR PERMIT FEE 183 .00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 437 GROUP TYPE 1 APPLICATION 05/07/1999 EXPIRATION VALUATION 30000 .00 DATE ISSUED 05/07/1999 COMPLETED 08/12/1999 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N)EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ • (H) ISTORY/ . (F)EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT This value is not among the valid possibilities QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 08/23/04 PERMIT NUMBER 31006 PARCEL ID 194 026 W00 463 OAK STREET PERMIT TYPE BELEC WIRING PERMIT DESCRIPTION 200 AMP SERVICE TO PRE-CAST BUILDING CONTRACTOR PERMIT FEE 40 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION 05/18/1998 EXPIRATION VALUATION 2850 . 00 DATE ISSUED 05/18/1998 COMPLETED 06/01/1998 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P)REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT { NOU-23-1999 13:45 FROM PRGENET MR ENGINEERINq TO 15097906230 P.01 x FAX t America's Largest is New England's Leader S Number of Pages (bc�udirp Gbv�r Sty} Fax To: 11 Fax Plumber. 60o-!7 16 -@I Time & Date Sent: 1� �3 � ► Company: cc� Attention: 55� From: f-T Rerrlarl(S, s "Paging Network of Ma sachusetts, Inc. One Van De Graaff Drive,Sixth Floor Burlington, MA 01803 617/272-7243 PAGo 1 NOU-23-1993 13:45 FROM PRGENET MR ENGINEERING TO 150B7906230 P.02 November 19, 1998 Mr.John Krudwig PageNet 1 Van De Graaff Dr Burlington, MA 01803 .RE: wiiiag e etriptiot! letter Dear Mr. Krudwig, The addition of three (3)-8' ainnidirectional antennas along with a 8'x8' shelter to be placed inside the cNisting fenced area i the NYNEX tower located at 463 Oak:St in Barnstable, MA is allowed and requires only a building permit for this installation. K Thank You, Ralph M. Crossen Building Conuiussioner Town of Barnstable, MA i TOTAL P.32 q , �y�� � , .a Assessor's map and lot number // ���— � e4 / /�� 'SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE WITH ARTICLE II STATE Sewage Permit number .. . ...�� ..............:....................... • SANITARY CODE AND TOWN_ Q�OF7NEr��` TOWN OF BARRS'�' XBLE BA"ST"LE, i 039. M YPY� BUILDING INSPECTOR � a• APPLICATION FOR PERMIT TOJ/../1� ...1. TYPE OF CONSTRUCTION .. .SAS/ ............................................................................... , L ......... .........19.7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: f•�•�.�cl,F'T�11���Location .����...o�l�..�/.�..... .. ....F.........................................:..........:........:.....:.................................... ProposedUse ���l�l/. gTOlf.s.�f.s�. ry�....................................................................................................... Zoning District ...... .....................................................Fire District -IzzL/1Il..-.. ��1 ................. Name of Owner •..l.C/'F.L O...................................Address ................................. Name of Builder L..!T'P/770... 11 �. �'. '��................Address .�l :...lY:. :. sS....... Name of Architect .�!�lfl .f'./�i�E.SiO..��...............Address �ll.a*wl. xi1 U.C:....�tAI.F�M/y. •........... Number of Rooms .................... .........................................Foundation .............. .............................. Exterior .... .............................................................Roofing ,fkae ............................................................. / / ,� �� Floors ............................... ......................................................Interior .. .C.°�. . .��. ....,.... . .C1D.T,J.......��CtI..H�/.... Heating ...........Q./.........................................................Plumbing .. ...................................... Fireplace Fireplace .....................................................Approximate Cost Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area ...�Zir��, ........ S Diagram of Lot and Building with Dimensions Fee •� � ... a SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 ✓ k o �-6 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . .. �. ........................ | New _"*gla"= -~l=ph^==° � . � ���A� �~~~v ` s�� �m � No -----.. Permit for ------..��.����. -- � � | ----.. -------. ��_����—' � �m� Location ! �Y�' ' '- —' — ---------------.. { - Barnstable —.------------------------- . . Dew ' Owner ------__....____.. ............ / � Type of Construction ............=S0ro7.............. '. --------------------------' � Plot ---------� �t ----------' � ) ` ' | � | K ` / Permit^ ~'~^'`~ JL . � ~^ Date of Inspection. .. . ~ � � ~ � Date Completed | � t � / PERMIT REFUSED J ( | / lA-------^------------- � ) ^ —..-----------------~------.. � r ' .� --,----...------------------. � ' { � ' ! -------------.—...---------.. ' ' --------------------------. ' � Approved ,.------'.------- lA --------------------------. ---------------'--------.— � / ' | QUERY PERMITS : QUERY END QUERY PERMITS i PENTAMATION----------------------------------------------------------- 08/23/04 PERMIT NUMBER 39212 PARCEL ID 194 026 T00 463 OAK STREET PERMIT TYPE BELEC WIRING PERMIT DESCRIPTION 200A UNDG.SERV.TO TELECOMMUNICATION EQUIPMEN CONTRACTOR I PERMIT FEE 50 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION 06/18/1999 EXPIRATION VALUATION 0 . 00 DATE ISSUED 06/18/1999 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P)REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A)RCHITECTS/ (V) IOLATION/ (E) XIT I QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 08/23/04 PERMIT NUMBER 49800 PARCEL ID 194 026 T00 463 OAK STREET PERMIT TYPE BELEC WIRING PERMIT DESCRIPTION TRAFFIC CONTROL BOX CONTRACTOR PERMIT FEE 40 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION 11/06/2000 EXPIRATION VALUATION 1000 . 00 DATE ISSUED 11/06/2000 COMPLETED 12/04/2000 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT I . k o r6 T. ...•W•Mobile /) MOBILE NORTHEAST,LLC 1 5 SUI NORTON.MAA02766TE B III 61 OFFIFAX' ((5088))28B 2 930 _ 1 JC ENGINEERING, INC. 1� NET OAK STREE T NYNEX 2854CRANBERRY HIGHWAY EAST CRANBEM,MA 02338 OFFICE: (508)z73-0377 FAX (508)273-0387 C 'vtN OF JOHN L. 463 OAK STREET CHURCHILLJR. CIVIL BARNSTABLE, MASSACHUSETTS 02668 NO. 41807 -/moo . SITE NO: ®R 042 C APPROVALS T-MOBILE ' ( LANDLORD SITE TYPE: MODERNIZATION UPGRADE 700MHz - 702Cu LEASING R.F. T ZONING CONSTRUCTION A/E H R PROJECT N0: 40R1042C GENERAL NOTES VICINITY MAP 6GALE r1o0o SHEET INDEX PROJECT SUMMARY DRAWN BY: NW 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 1O.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL p J 4 C- I�j SHT. REV. ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL NECESSARY CONSTRUCTION CONTROL SURVEYS, `•s JH - I orb ` \ NO DESCRIPTION NO. SITE NUMBER: IDR7042C CHECKED BY: JLC ORDERS OF ANY PUBLIC AUTHORITY.MUNICIPAL AND UTILITY ESTABLISHING AND MAINTAINING ALL LINES AND GRADES COMPANY ANY AND LOCAL AND STATE REWIRED TO CONSTRUCT ALL IMPROVEMENTS AS �o Vga _ I 5 1(/ � T-1 TITLE SHEET 1 STE NAME NET OAK STREET(NYNEX) JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF SHOWN HEREIN. �O p (\V6 0 � SUBMITTALS THE M'ORK.THE WORK PERFORMED ON THE PROJECT AND THE 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR :HJ Q /p3 SITE ADDRESS: 463 OAK STREET MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY {y'/0 6 BARNSTABLE, ET OT668 ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES BE REWIRED FOR THE WORK BY THE - R!'`• �O f.-- GN-1 GENERAL NOTES i 2 THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET • GOVERNMENT GNEER,THE STATE,COUNTY OR LOCAL N' O /9G C FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE GOVERNMENT AUTHORITY. ;F '6 0'•4 �9 F' O ASSESSOR'S PARCEL NO.: MAP 194, LOT 26-XO COMPLETE SCOPE OF WORK.THE CONTRACTOR BIDDING THE 12 THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS J K 0 JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR TO PROTECT EXISTING IMPROVEMENTS EASEMENTS, c f Y 1%%// J ry\1 A-1 COMPOUND PLAN & ELEVATION 1 ZONING DISTRICT: RF 2 6/9/15 ISSM FOR FINAL WZV ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL PAVING,CURBING,ETC, DURING CONSTRUCTION.UPON DO _`Tj Cl �-- 1 6/6/15 ED FOR FINAL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE COMPLETION OF WORK,THE CONTRACTOR SHALL REPAIR �„ CONSTRUCTION TYPE: MODERNIZATION UPGRADE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO C ti 0 6/4/15 SGUED FOR RENEW INTENT OF THESE DOCUMENTS CONSTRUCTION ON OR ABOUT THE PROPERTY. "'0(1 0' l „ � S-1 EQUIPMENT & ANTENNA DETAILS 1 700 MHz-702Cu 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA p Q _ /'d1 THIS DOCUMENT IS THE dEATROI OF NOTIFYING(IN WRITING)THE PROJECT OWNER'S CLEAN AND HAZARD FREE DURING CONSTRUCTION AND 0 R ,�L�6)) ^ raRer PROPERTY OWNER: INDUSTRIAL TOWER&WIRELESS.LLC ®pL PROPERTY AND HXFWEGKIED REPRESENTATIVE OF ANY CONFUCTS ERRORS OR OMISSIONS DISPOSE OD ALL DIRT,DEBRIS,RUBBISH AND REMOVE "'��H� (' /0 LONE STREET qp[DF T�MB¢E NORTHEAST. T PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR EQUIPMENT NOT SPECIFIED AS REMAINING ON THE O' o +�g• O - 'T(_ E'1 ELECTRIC & GROUNDING DETAILS 1 MARSHFIELD,YA 02050 ANY d1PUCATXM OR 115E 1�T11QlF PERFORMANCE O"WORK.IN THE EVENT EF DISCREPANCIES THE PROPERTY.PREMISES SHALL BE LEFT IN CLEAN ' AM Cp 1 �µ °STRI�rnr PaD "MML9TION AND CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE CONDITION AND FREE FROM PAINT SPOTS,DUST.OR a... �1a(�n I y} 115E BY COVE700mff Am/OE4 FOR WORK,UNLESS DIRECTED IN WRITING OTHERWISE SMUDGES OF ANY NATURE - O O rbll U J, APPLICANT: T-MOBILE NORTHEAST.LLC TKE PURPOSES s eaNMlclDRc TMDR '0000 / J IL 15 COMMERCE WAY,SUITE B LAWFULLY AUTHORIZED REOLLATOtT' 14.7HE CONTRACTOR SHALL COMPLY WITH ALL OSHA �' G n �4. - AND ApmaS'1RATIVE F1UMrnOMS IS 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 11L� - NORIDN,.MA 02768 SPEOSCALY ALLOO • MATERIALS EQUIPMENT,LABOR AND ALL OTHER MATERIALS p F �, ' N AND LABOR DEEMED NECESSARY TO COMPLETE THE I• �µ \\ - 1S THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S WORK/PROJECT AS DESCRIBED THE JOB REPRESENTATIVE WHERE A TS THE OCCURS ON ANY �4 'ENGINEER: JC ENGINEERING INC. 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR U THE OF THE CONTRACT DOCUMENTS THE CONTRACTOR IS oBOp ..0,_ .+..- I 0 2954 SHAM.MA 2538 r 4DR1042C SUBMISSION OF BIDS OR PERFORMING WORK O FAMNARIZE NOT TO ORDER MATERIAL C CONSTRUCT ANY PORTION )O.H} ••� '= O H� E.WAREHAY,MA 02U3B HIMSELF N1TH THE FIELD CONDITIONS AND 70 VERIFY THAT OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS 'F• „" 4 t1 6 1. NET OAK STREET THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH RESOLVED BY ME LESSEE/UCENSEE REPRESENTATIVE R THE CONTRACT DOCUMENTS. '. (NYNEX) 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATIONED FROM NT THE 16.THE CONTRACTOR STALL VERIFY ALL DIMENSIONS SE •y,:,—#� „Ay, ,•PO`JG PROJECT OWNER'S REPRESENTATIVE TO PROCEM ELEVATIONS, PROPERTY LINES,ETC.ON THE JOB. , •u- .,N_/,� OQ l .�' - 463 OAK STREET CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT 17•ALL UNDERGROUND UTILITY INFORMATION WAS BARNSTABLE, MA 02668 CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ DETERMINED FROM SURFACE INVESTIGATIONS AND 1 CONTRACT DOCUMENTS EXISTING PLANS OF RECORD.THE CONTRACTOR SHALL 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND LOCATE ALL UNDERGROUND UTIUTIES IN THE FIELD PRIOR _ _ T� - MATERIALS ACCORDING TO ME MANUFACTURER'S/VENDOR'S TO ANY STE WORK. CALL THE FOLLOWING FOR ALL - CSPECIFIC ODES-AnONSOR ORDINAUNLESS NCES TAKE P OTHERVASE RECEDENCEOD WHERE LOCAL PRE—CONSTRUCTION NOTIFICATION DIG �PRIORA.N DO NOT SCALE DRAWINGS ' 8.THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION NH RI,VT): 1-888-344-7233 CALL BEFORE YOU DIG TITLE SHEET DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS (CT): 1-800-922-4455 CONTRACTOR SHALL VERIFY ALL PLANS AND ErOSTNG AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SH14 BY ALL PERSONNEL INVOLVED WITH THE PROJECT. IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTAiVE 9.ME CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WI14• SHEET ra1R�L+ DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY THE WORK OR BE RESPONSIBLE FOR SAME 11 RESPONSIBLE FOR ALL CONSTRUCTION MEANS METHODS T_,1 TECHNIQUES SEQUENCES AND PROCEDURES AND FOR ' COORDINATING ALL PORTIONS OF THE WORK UNDER THE '- CONTRACT. 1 ' i I , I � I 9 t ' i ••T•••Mobile GENERAL NOTES: QQNCRETE AND REINFORCED STEEL NOTES' ELECTRICAL INSTALLATION NOTES: T-MOBILE NORTHEAST,LLC 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS THE FOLLOWING DEYINITIONS SHALL APPLY: 1. ALL CONCRETE WORN SHALL BE IN ACCORDANCE WITH THE Ad 301,ACI 318,AD 3W.ASTM AIIH, 1. WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF 15 COMMERCE WAY,SUITE B CONTRACTOR-T-MOBILE ASTM AIRS.AND THE DESIGN AND CONSTRUCTOR SPECIFICATION FOR CAST-IN-PUCE CONCRETE. THE NEC AND TELCORDIA NORTON.MA 02766 SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) .` OWNER-T-MOBILE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS I SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OFT'ICE(508)286-2700 OEM-ORIGINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE A HIGHER STRENGTH(40OWS)MAY BE USED. ALL'CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW 07S EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT YO°IFlCARONS TO FAX; (508)286-2893 ACCORDANCE VAIN THE AD 381 CODE REQUIREMENTS. I CONTRACTOR FOR APPROVAL ' 2. PRIOR TO THE SUBMISSION C BIDS THE BIDDING CONFIRM THAT THE SHALL MSTCAN THE CELL STE TO SHOWN N WITH THE RUSTING CONDITION NGNS AND DI CONFIRM THAT D ALL CAN BE HTACCOMPLISHEDTEAS W REINFORCING STEEL SHALL CONFORM CONFORM TO ASTM A 873E GRADE STEEL WIRE FABRIC UNLESS NOTED OTIENVISE 3. ALL CIRCUITS ECORD SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE SHOWN ON THE CONSTRUCTION CRAVINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT 70 THE VIEWED WIRE FABRIC SHALL COfffORLI 70 ASHY A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED NEC AND TECORDIA ATTENTION OF THE CONTRACTOR. OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A IRS WELDED STEEL WIRE FABRIC UNLESS JC ENGINEERING, INC. NOTED OTHER M SPLICES SHALL BE CLASS'B'AND ALL HOOKS SHALL BE STANDARD.LINO 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL SE IN STRICT ACCORDANCEWITH ALL APPLICABLE A 2854 CRANBERRY HIGHWAY CODES REGULATIONS AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN S EACH END OF EVERY POWER,GROUNDING AND T CONDUCTOR AND CABLE SHALL BE LABELED WITH EAST WAREHAM.MA 02538 COMPLY NTH ALL LAWS.ORDINANCES.RULES REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC OTHERSE ON DRAWINGS T COLOR-COOED INSLJLA71ON OR ELECTRICAL TAPE(3Y BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE NTH UV AUTHORITY REGARDING THE PERFORMANCE C THE WON. CONCRETE CAST AGAINST EARTH_......3 IN. PROTECTION.OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH THE NEC AND OSHA AND OFFICE: 508)273-0377 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY CONCRETE E7POSE.TO EARTH OR WCATRR MATCH INSTALLATION REQUIREMENTS. FAX- AND LARGER...._ IN. S' ( )273-0367 EDFICATIONS AND LOCAL STATE AND FEDERAL,AIPoSOCTIONAL CODES.ORDINANCES AND APPLICABLE 05 AND SMALLER R WAf......1)IN. ) 6. POWER PHASE CONDUCTORS(I.E..HOTS)SHALL HE LABELED WITH COLOR-CODED INSULATION OR REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: ELECTRICAL TAPE(3M BRAND,1/2 INCH PLASTIC ELECiTBCAL TAPE VAIN UV PROTECTION,OR EQUAL). S DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL f IN, PHASE CONDUCTOR COLOR CODES SHALL CONFORM WTH THE NEC AND OSHA BEAMS AND COLUMNS. IN. OF 7. ALL ELECTRICAL COMPONENTS 91A11 BE CLEARLY LABELED WTI ENGRAVED LAYACOD PLASTIC LABELS S. UNLESS NOTED D LABOR CE WORK STALL INCLUDE INSTALLATIONS ONS AS IN EATER ON. �<N APPURTEHANfIS AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE S A CHAMFER>j STALL SE PROVIDE)AT ALL EXPOSED EDGES C CONCRETE LINO,IN ACCORDANCE NTI ALL EQUIPMENT STALL BE LABELED NTH LNG. VOLTAGE RATING PHASE CONFIGURATION,CORE r DRAWINGS AD 3O SECTION 4.2.4. CONFIGURATION.S). POWER OR AMPADTY RATING.AND BRAND/CIRCUIT I°NUMBERS(ILE,PAREBOARD AND ` CIRCUIT IDS). JOIN L. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIAL IN ACCORDANCE NTH THE 6. INSTALLATION OF CONCRETE EXPARSON/WEDGE ANCHORS SHALL BE PER MANUFACTUREERS WRITTEN MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE RECOMMENDED PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHAH CONFORM TO THE MANUFACTURER'S S. PANELBOADS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE CHURCHILL JR. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS NO REBAR SMALL BE CUT CLEARLY LABELED WIN ENGRAVED LAMACOD PLASTIC LABELS. U CIVIL U) S. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS THE WT OUT PRIOR CONTRACTOR APPROVAL WHEN DRIVING HOLES IN CONCRETE SPECIAL INSPECTIONS 9. ALL TIE WRAPS SHALL BE CUT FLESH NTH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES NO. 41807 SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. REWIRED BY GOVERNING CODES SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS ALL EXPANSION/WEDGE ANCHORS SHAU.BE STAINLESS STEEL OR HOT DIPPED 10. POWER CONTROL G AND EQUIPMENT GROUND WRING IN TUBING OR CONDUIT SHALL BE SNE 9. SUBC011TRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER,71 CABLES AND GROUNDING GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY SIMPSON OR APPROVED EQUAL CONDUCTOR(034 AWG OR LARGER),600 V.OL RESSTANT THHN OR THAN-2,GLASS B STRANDED COPPER C CABLES AS SHOWN ON THE POWER GROUNDING AND 1E.00 PLAN GRAVING.SUBCONTRACTOR SHALL UTIUZE CABLE RATE)FOR 90'C(WET AND DRY)OPERATION:LISTED OR LABELED FOR THE LOCATION AND THE EXISTING TRAYS AND OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM E 7. CONCRETE CYLINDER TIES SLAB S ARE NOT REQUIRED FOR AB ON GRADE WHEN CONOETE IS LESS THAN 50 RACEWAY SYSTEM USED,UNLESS OTHERWISE SPECIFIED. U ACTUAL ROUTING WIN THE CONTRACTOR AND/OR LANDLORD PRIOR TO CONSTRUCTION. CUBIC YARDS(IBCI905.6.2.3)IN THAT EVEN THE FOLLOWING RECORDS SHALL BE PROVIDE)BY THE CONCRETE SUPPLIER; 10. THE SUBCONTRACTOR SHALL PROTECT FISTING IMPROVEMENTS PAVEMENTS.CURBS.LANDSCAPING AND (A)RESULTS C CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIER'S PLANT. 11. SUPPLEMENTAL EOUIPMENT GROUND NRING LOCATED INDOORS SHALL BE SNGLE CONDUCTOR(A34 AIYG STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTORS EXPENSE TO THE (0)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. OR LARGER).600 V.OIL RESISTANT THIN OR THYM-2 GREEN INSULATION,CLASS-8 STRANDED COPPER SATISFACTION C THE OWNER. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. CABLE RATED FOR 90'C(WET AND DRY)OPERATION:LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE SPECIFIED. It SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE C ALL SCRAP MATERIALS SUCH AS COAXIAL. APPROVALS CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. E AS AN ALTERNATIVE ITEM 7,TEST CYLINDER STALL SE TAKEN INITIALLY AND THEREAFTER FOR 12. SUPPLEMENTAL.EQUIPMENT GROUND WRING LOCATED OUTDOORS OR BELOW GRADE SHALL BE SINGE EVERY 50 YARDS C CONCRETE FROM EACH DIFFERENT BATCH PLANT. CONDUCTOR/2 AND SOLID TINNED COPPER CABLE UNLESS OTHERWISE SPECIFIED. T-MOBILE 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN DEAR CONDITION AND RETURN DISTURBED AREAS TO 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYSAFTER PAD IS POURED,UNLESS IT ORIGINAL CONDITIONS IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. CA POWER AND CONTROL WIRING NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,COPE TC LANDLORD CABLE RATE AWG 9 LARGER).D 6CO V.OIL OPERATION; T NTH OR MWN-2,CLASS BE STRANDED COPPER 12LSUBCONTRACTOR THE SUBCONTRACTOR STALL RESPON AND DIRECT THE PROJECT DESCRIBED METHODS, THE ) CABLE RATED FOR SIC C(WED AND DRY)OPERATION; WTI OUTER JACKET".LISTED OR LABELED FOR THE LEASING 91BCONRRACIOR 91A1 BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTOR MEANS YETIICOS TECHNIQUES LOCATION USED,UNLESS OTHERWISE SPECIFIED. SEQUENCES,AND PROCEDURES FOR COORDINATING ALL PORTIONS O'THE WORK UNDER THE CONTRACT. STRUCTURAL STEEL NOTES: 1 14. SUBCONTRACTOR SHALL NOTIFY JC ENGINEERING INC 46 HOURS IN ADVANCE OF POURING CONCRETE 1. ALL S1E1_WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE NTH THE°RAVINGS AND 14, ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE COMPRESSION CORE COGS AND R.F. OR BAC FIWNG TRENCHES SEALING ROOF AND WALL PENETRATIONS AND POST DOWNS FINISHING NEW T-MOBILE SPECIFICATIONS UNLESS OTHERWISE NOTED. STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS WRENUl4 BY NT C IF(OR EQUAL.). LUGS AND WRENU75 91A1 BE RATED FOR OPERATION AT NO LESS WALLS OR FINK ELECTRICAL CONNECTIONS FOR ELECTRICAL REVIEW. OTHERWISE NOTED ON THE 97E SPECIFIC ORAWNGS. STEEL DESG.INSTALLATION AND BOLTING SHALL BE THAN 75'C(90'C IF AVALABIE} ZONING IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)-MANUAL.OF STEEL iS RACEWAY AND CABLE TRAY STALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WRIT CONSTRUCTION 15. CONSTRUCTION SHALL COMPLY WITH ALL T-MOBILE STANDARDS AND SPECIFICATIONS CONSTRUCTION". NEMA UL AR9/IFEE AND NEC. 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR ED COMMENCING ANY 2. ALL WELDING SHALL BE PERFORMED USING E7OXX ELECTRODES AND WIELDING SHALL CONFORM TO AISC A/E K. A OF DIMENSIONS EXISTING CONSTRUCTION SOWN ON THE DRAWINGS MUST BE VERIFIED. AND AIRS 01.1. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE I E MINIMUM SIZE PER TABLE J2.4 IN 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE SUBCONTRACTOR SHALL NOTIFY THE ELECTRICAL OF ANY DISCREPANCIES PRIOR TO OROERNG MATERIAL OR THE ASC-MANUAL O'STEEL ODNSIRUCTIOP,97H EDITION. PAINTED SURFACES STALL BE TOUCHED UP. 17. ELECTRMETALLICL METALLIC TIRING(FMn RIGIDORRIGIDON D NONMETALLIC CONDUIT(LE RIGID,RI PVC SCHEDULE 40 OR PROCEEDING WTI CONSTRUCTOR. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSCA_DAMAGE)SHALL BE USED FOR EXPOSEDTHE17. E EXISTING CELL SITES ARE IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 1 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTIR A325 BOLTS(>�•)AND 91A11 HAVE MINIMUM RIGID LOCATIONS PROECT NO. 4DRID42C SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING OF TWO BOLTS UNLESS NOTED OTHERWISE.ALL BOLTS SHALL BE GALVANIZED OR STAINLESS STETS. EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO.WOO SHOULD BE SCHEDULED FOR AN IS. ELECTRICAL METALLIC TIRING(EMT)ELECTRICAL NONMETALLIC RISING(ENT),OR RIGID NONMETALLIC APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODSER AFT MIDNIGHT. 4. NON NOTED OOTHERWIN SE.ER L CONNECTIONS FOR STEEL GRATING MAY USE •/STY A 307 BOL75(GALh UNLESS CONDUIT( SCHEDULED PVC,SCHEDULE 40)STALL BE USED FOR CONGEALED INDOOR LOCATId6 DRAWN BY: MCP SE. 18 IF THE EXISTING CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING 19. GALVANIZED STEEL INTERMEDIATE METAWC CONDUIT(WC)SHALL BE USED FOR OUTDOOR LOCATIONS S CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW It APPROVAL ON PROJECTS CHECKED BY: JLD AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO REQUIRING STRUCTURAL.STEEL ABOVE GRADE' PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONA.RF EXPOSURE MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS 6. ALL STRUCTURAL STEEL WORK SHALL BE DOE IN ACCORDANCE WITH AISC SPECIFICATIONS. 20. RIGID NONMETALLIC CONDUIT(LE.PoGD PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE SUBMITTALS USED UNDERGROUND;DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN-CONCRETENFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC 21. UQUD-TGHT FLEXIBLE METALLIC CONDUIT(UOUD-TIRE REK)SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS.WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 1. TIE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND CONSTRUCTION. PLACE CRUSHED STONE AS REQUIRED. 1 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COIPRES90N-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE 2 6/9/15 FOR FERAL REVIEW 2. ALL EXISTING ACTIVE SEWER.WATER,GAS ELECTRIC,AND OTHER UTILITIES WHEE ENCOUNTERED IN THE 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED1 6/6/15 FOR FOALREVIEW WORK SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRE)FOR THE PROPER EXECUTION OF THE GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE �r 21 CABINETS,BODES AND WIEWAYS STALL BE LISTED Pit LABELED FOR F3ECTRICN.USE IN ACCORDANCE0 6/4/15 ISSUED FOR RENEW WORK SHALL BE RELOCATE)AS DIRECTED BY THE ENGINEERS EXTREME CAUTION SHOULD BE USED BY NTH NEMA UL AN9/IFEE AND NEC. THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR LUTIUTES SUBCONTRACTOR 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTWICATOK TNE'UNDISRIRBED SOIL-BASE SHALL SHALL PROVIDE SAFETY TRAINING FOR THE MORNING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) BE COMPACTED NTH'COMPACTION EOUIPMENY, LISTED BELOW,71)AT LEAST BOX MODIFIED PROCTOR 24. CABINETS,BOXES AND WREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE DO DOCUMENT IS THE C1EAllOR FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL.SAFETY D)TRENCHING AND EXCAVATION. MAXIMUM DENSITY PER ASTLM D 1557 METHOD G I =Qh FRIPERIY ACID WPTPoOITED 1 25. WREWAYS SHALL BE EPDXY-COATED((RAY)AND INCLUDE A HINGD COVER DESIGNED TO SWNG OPEN WXa O T�IOME COPM.A,'T NIL. I ALL STE WORE SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6•MINIMUM CRUSHED STONE OR DOWNWARD;SHALL BE PANDDT TYPE E(OR EQUAL);AND RATE)HERA 1(OR BETTER)INDOORS OR HERA ANY DUPUCAIM OR I!g NlllbllT GRAVEL COMPACTED IN T 11Fi5 ABOVE COMPACTED SOIL GRANT SHALL BE NATURAL OR CRUSHED WITH AR(OR BETTER)OUTDOORS EXPRESS NFIETTEM COMMIT 15 51Y PROHIBITED, V PUCATDN AND 4. IF NECESSARY,RUBBISH,STUMPS DEBRIS STICKS STONES AND OTHER REUSE SHALL BE REMOVED iDDX PASSING 01 SIEVE USE BY GOVERNMENT AGENCIES FOR FROM THE SITE AND DISPOSED OF LEGALLY. 26. EQUIPMENT CABINETS TERMINAL BO=JUNCTION BOXES.AND PULL BOXES SHALL BE GALVANIZED OR THE PURPOSES;O CONDUCING TON 5. AS AN ALTERNATE TO REAMS 2 AND ATE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED EPDXY-COATED SHEET SMO.SHALL MEET OR EXCEED LA 5%AND RATED HERA 1(OR BETTER)INDOORS. LAWFULLY AU1EHOR1=AID REGULATORY O S THE STE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE SYS EQUIPMENT AND VIBRATORY PLATE COMPACTOR(SUCH AS BOMAG SPR 30/30)OR HAND-OPERATED SINGLE DRUM OR NEMA 311(OR BETTER)OUTDOORS SPECWtCA LY AIASM TOWER AREAS VIBRATORY ROLLER(SUCH AS BOMAG BW 550. AND SOFT AREAS THAT ARE ENCOUNTERED SHOW BE REMOVED AND REPLACED WTH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE 27. METAL.RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED.EPDXY-COATED OR S. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROM GROUND. FROZEN MATERIALS,SOW ) NON-CORRODING;SHALL MEET OR EXCEED UL 514A AND HERA OS 1;AND RATED HERA 1(OR BETTER) 4DR1042C Pit IC SHALL NOT RE PLACED IN ANY FILL OR EMBARKMENT. INDOORS,OR MEATIER PROTECTED(WP OR BETTER)OUTDOORS 7. THE SUB GRADE STALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO COMPACTION EQUIPMENT: s 28. NONMETALLIC RECEPTACLE,SWITCH.AND DEVICE BOXES SHALL MEET OR EXCEED MENA OS 2;AND NET OAK STREET FINIS®SURFACE APPLICATION. 1. HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PULE COMPACTOR OR JUMPING RATED HERA 1(OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR UTTER)OUTDOORS (NYNEX) S. ALL EXISTING INACTIVE SEINER,WATER,GAS ELECTRIC,AND OTTER U761TES VIHID•1 INTERFERE NTH 'LACK COMPACTOR 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORRVTION FROM TE CONTRACTOR 463 OAK STREET THE EXECUTION C THE WORK SHALL BE REMOVED AND/OR CAPPED,PLUGGED,OR OTHERWISE .i BEFORE COMMENCING WORK ON THE AC POWER DISTRIBU71ON PANES BARNSTABLE, MA 02668 DISCONTINUED AT POINTS WHICH WALL NOT INTERFERE VAIN THE EXECUTION OF THE WORK SUBJECT TO THE CONSTRUCTION NOTES; H) APPROVAL OF THE ENGNERING,OWNER AND/OR LOCH.UTUTIES 1. FIELD VERIFICATION: _ 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SUBCONTRACTOR SHAD.FIELD VERIFY SCOPE OF WOFM T-MOBILE ANTENNA PLATFORM LOCATION AND DISIPoDUTON PANES IN ACCORDANCE NTH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD SHEET TITLE9. THE AREAS C THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. U71UTY TRENCHWORK. AGAINST LIFE AND PROPERTY. - EQUIPMENT,OR DRIVEWAY.SHALL BE GRADED TO A UNIFORM SLOPE AND STABIUZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS - 2 COORDINATION OF WORK I 31. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH I E PROJECT SPECIFICATIONS NEC 10. 918CdITRALTdi SMALL MINIMIZE DISTURBANCE TO EXISTING SITE WRING CONSTRUCTION. EROSION SUBCONTRACTOR SUBCONTRACTOR SHALL COORDINATE RF WOW AND PROCEDURES NTH CONTRACT AND ALL APPLICABLE LOCAL CODES GENERAL NOTES ' CONTROL MEASURES IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WIN THE LOCAL 3, CABLE LADDER RACK: •i 32. CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SMALL INSTALL CONDUITS SO THAT ACCESS TO GUIDELINES FOR EROSION AND SEDIMENT CONTROL SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK CABLE TRAY AND/OR IC BRIDGE,AND EQUIPMENT S NOT BLOCKED. 11. THE SUBCONTRACTOR STALL PROVIDE SITE SCNAGE IN ACCORDANCE NTI THE T-MOBILE SPECIFICATIONCONDUIT AS REWIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. ST FOR 91E 9GNACE ' SHEET NUMBER GN-1 f , ANTENNA ORIENTATION KEY ■■AT-.-Mobile _ i-I T-MOBILE NORTHEAST,lLC h s 15 COMMERCE WAY,SUITE B REFER TO NORTON.MA 02766 FINAL RFDS SECTOR C SECTOR A FOR AZIMUTH OFFICE:(508)286-2700 ORIENTATION FAX: (508)286-2893 SECTOR B EQUIPMENT SCHEDULE JC ENGINEERING, INC. CURRENT EQUIPMENT 2854 CRANBERRY HIGHWAY EAST WAREHAM.MA 02538 TOP OF R,JYEp TOWER -SIX(6)ERICSSON AIR PANEL ANTENNAS ELEv i.-o : -—--— -THREE(3)Aw5 TWIN TMAs oFFlCE (sob z73-O3n -THREE(3)7/6•DC/FIBER CABLES FAX: (508)273-0367 h cm_oF ET AN7FNNASBY oTMERs__ -TWELVE( 1-1/4•COAX CABLES ( ONE(1)ERIRA CSSON RBS 3208 EQUIPMENT CABINET fl.EN 153'-0•t ON (1)EltCSSON REIS 6500 EQUIPMENT CABINET -ONE(1)GPS/UAU ANTENNA (E)GUY WIRE(TYP.) (E)T-MOBILE AIR PANEL ANTENNAS -TWO(2)SPD UNITS '�_Itk OF SqG` (2 PER SECTOR,TOTAL OF 6) EQUIPMENT TO BE REMOVED MOUNTED TO(E)SECTOR FRAMES -NONE JOHN CTR OE T-MOBILE ANTENNAS _ EQUIPMENT TO RE ADOm V CHURCHILL JR. ELEV: 13r-o•t _THREE(3) CIML -THREE(3)RRUS 11 NO. LNX-6515DS-VM 8'PANEL ANTENNAS NO. 41807 TOT/ (P)T�IOBOE RRUS(1 PER SECTOR, } AL OFFR MM BOOM(P)MOUNTED TO��QU FINAL EQUIPMENT CONFIGURATION X \ (P)TEE®LE PALL ANTENNAS -SIX(8)ERICSSON AIR PANEL ANTENNAS c'/ V x CTR.OF(EI ANTENNAS BY OTHERS__ (1 PER SECTOR,TOTAL OF -THREE(3)COMMSCOPE LNX-fi5150S-VTM B•PANEL ANTENNAS (E)CHAIN UNIX FENCE(TYP.) E],EY. 125'-O.3 (D MOUNTED TO(E)SECTOR FRAMES ° -THREE(3)AWS TWIN TMA'S } x -THREE(3)RRUS 11 / - -THREE(3)7/8•DC/FIBER CABLES -TWELVE(12)1-1/4•COAX CABLES If + j -ONE(1)ERICSSON RBS 3206 EQUIPMENT CABINET / -ONE(1)ERICSSON REIS 6500 EQUIPMENT CABINET APPROVALS (E)TWELVE(12)1-1/4-COAX CABLES-------- ABLES -ONE(1)GPS/LMU ANTENNA -TWO(2)SPD UNITS T-MOBILE ,grONc + t LANDLORD 4G� y9 / LEASING + (E)CONC.BLOCK/ (E)STAIRS / R.F. + � j RF CONFIG. - 702Cu zoNlNc CONSTRUCTION(E)ICE BRIDGE(OTHERS \E,\O SCOPE OF WORK 1. INSTALL PROPOSED THREE(3)COMMSCOPE LNX-6515DS-YTM A/E (E)160' PANEL GUY TOWER �(E)MANHOLE / 8'PANEL ANTENNAS (E)T-MOBILE AIR PANEL ANTENNA + (E)160'HIGH (E)THREE(J)7/6'DC/FIBER CABLES 2 INSTALL PROPOSED THREE(3)RRUS 11 (2 PER SECTOR,TOTAL OF 6) 'QUY 3. RECONNECT EXISRNG COAX TO PROPOSED AIR PANEL ANTENNAS SECTOR ALPHA PROJECT NO: 4DR1042C (11(P)TPER S11 PANEL TOTAL OF AS - AZIMUTH / MOUNTED 10 M SECTOR a } (E)SHELTER ' (OTHERS) * DRAWN BY: MOP CHECKED BY: JLC (E)CONC.EQUIPMENT PAD(OTHERS) SUBMITTALS�� (P)T-MOBOE RRUS(I PER / (E)GAS TANK SECTOR.TOTAL OF 3)MOUNTED (E)SHELTER TO(E)SECTOR FRAMES 8800 } (P)AN199MAS (E7(12)1-1/4• + 2 6/9/15 ISSIJED FOR FINAL REVIEW COAX CABLES + (E)GONG.BLOCK I 6/6/15 ISSUED FOR FINAL REVIEW (E)(3)71W +\ m 0 8/4/15 ISSUED FOR RENEW DC/FIBER CABLES o H �(E)CHAIN LINK FENCE(TYP.) THIS DOCUMENT IS THE o1EAnaA CIESI+ v / \w< AND ■ORIf 6 T IPROPERP NOtEnffA4f, T ANY DUPUCATW OA USE fMPl } EXPRL.S WRITTEN CONSENT 6 + n STRICTLYPROHIBITED. AN D USE N GOVDaTEN AGENCIES FOR THE PknamsEs of coNDucnmc THEIRLAIRALLAUTRIZIED M&A TORY Alm AMALLY AUJON E1R1Cnp15 6 (E)SHEL SPEC6ICALLT ALLOED. +� 4DR1042C 11�I�1 NET OAK STREET COMPOUND PLAN (NYNEX) SCALE: 1--10• n-1 463 OAK STREET BARNSTABLE. MA 0266E 0 5' 10• 20• ® GRQUND LEVEL - SKEETTITLESCALE: 1'-10' EIEN 0-0 t COMPOUND PLAN & ELEVATION ELEVATION r2 SIOET KULmLR SCALE: 1"-10' A-7 0 5' 10' 20' _ SCALE: i•-10' ... •-Mobile T-MOBILE NORTHEAST,LLC 15 COMMERCE WAY,SUITE B NORTON.MA 02766 �f� OFFICE:(508)286-2700 (E)7-MO8ILE AIR PANEL ANTENNAS (E)T-MOBILE AIR PANEL ANTENNAS Pti/' P FAX- (508)288-2883 (2 PER SECTOR,TOTAL OF 6) �P (2 PER SECTOR,TOTAL OF 6) `F'0 Ct� MOUNTED TO(E)SECTOR FRAMES 4C`� ON EXISTING SECTOR FRAMES .yZ�C F' 'C JC ENGINEERING, INC. (r)T�NaenE PANEL ANTEIOIAS a e (+pp1 TOTAL 3) EA CRANBERRY HIGHWAY YDIINTFD IQ TO(4 SECTOR FRAMES S-1 5-1 EAST WMEHAM,MA 02SJB OFFICE: (SOB)273-0377 FAX: (508)273-0387 (P)3'N 9e'SCFL 40 PEE IT PER SECTOR TOTAL e (E) OF TO SE MOIAITEO TO(E)SECTOR F7t1111ES (E) GUYED S-1 GUYED TOWER TOWER JOHN L. (E)T-MOBILE AWS UMTS TMA CHURCHILL JR. (E)T-MOBILE AWS UMTS TMA (1 PER SECTOR,TOTAL OF 3) GAL (1 PER SECTOR,TOTAL OF 3) NO. 4T 807 (P)T-MOBILE RRU S(1 PER SECTOR, 5 6 m CI 1 TOTAL OF 3)MOUNTED TO(E)SECTOR �I o 1 WE I= 1 FRAMES SET=(P)ANTENNAS S-1 5-1 §j< 4 1RE mm (E)GPS ANTENNA (E) ANTENNA PLAN + - (P) ANTENNA PLAN r21 it (E)ICE BRIDGE TO REMAIN APPROVALS SCALE NOT TO SCALE S-1 SCALE NOT TO SCALE 5-1 T-MOBILE LANDLORD LEASING (E)TWELVE(12)1-1/4' R.F. COAX FEEDER CABLES I (E)DOOR HUNG FROM CEILING ZONING CONSTRUCTION (E)(3)7/8"DC/FIBER CABLES HUNG FROM CEILINGS I i A� \ I PROJECT NO: 4DRH042C \———— DISTAL!.NEW 3*0 SON. DRAWN BY: MW I � � 40 POE,9e'1010 CHECKED BY: A.0 (E)2-1/2'0 POLE(TYP.) I I SUBMITTALS SUPPORTING RACK ABOVE I (E)(2)T-MOBILE SPD UNITS MOUNTED ON WALL NEAR RACK(STACKED) 4 ANTENNAO (YQ�M�TSP A ro) S-1 MANUFACTIIREIM SPEEOFICARONSy EL 2 8/8/15 ISSUED FOR FINAL REVIEW (E)T-MOBILE ELEC.PANEL 1 6/6/15 ISSUED FOR FINAL iEVEW (P)IMO U-BOLTS FOR Y P SICK 40 PIPE 0 6/4/15 ISSUED FOR REVIEW (E)PBC (TOTAL OF 2 PER ATTAODIEN17)(E)19' (E) A E)TELCO RACK THIS DOCIAIFM 6 THE CREATION. (E)320fi 6500 FLOOR MU WALL MOUNTED L WALL I c THIS D MENT IS E C EATIONON1E0 RACK RACK RACK BENEATH ELEC.PANEL p m WORK OF T�IO�E NORTHEAST. TED x ANY DUPLICATION ON USE MTHOUT (E)DESK L� Elffl= wiaTTEm IBR WIISENT6 \\ (E)g7 TOL FRAM USE By PROHODMEN DUPLICATION R (E)SHELVING UNITS W llsE CpVE1NORIR Aml�FOR (OTHERS \ TIC:PURPOSES OR CONDUCTING THEOI `ryl ANDLAWRALY wRATME REGULATORY Is AND AICALLY ALLOE FUNCTIONS B SPECIFICALLY ALL.OED. 5 INSTALL RRU S 10(P)ANTENNA MOUNT �3DNm c�)ANTE, (Y01R'T P R 4DR1042C (E)RACK (E)RACK S-1 YANUFACIIRtEFYS SPE781CAlIONS) OTHERS) (E)RACK NET OAK STREET H (P) alwPTO FaaEN (NYNEX) P (q CABLE DIVmER TO(P)RRU 46 OAK STREET (E)2-1/2.0 POLE— I I BARNSTABLE, MA 02668 H ` I I SHFFf 1111E 1� EQUIPMENT & ANTENNA ` i )COAX JUMPERS FROM DETAILS DIMENSION& 9 B.41H N IT."N 7.1b CaMaON& 2a.CrH x 1797■7'D - )RRU TO(P)ANTENNA W47dT. 50.3 LBS WEIGHT: 5117 lB5 1 PER SECTOR TOTAL OF 3 1 PER SECTOR TOTAL OF 3 RITE mOmB+ SKEET NUNOA EQUIPMENT PLAN 3 ANTENNA ISOMETRIC 4: RRU ISOMETRIC s ANTENNA MOUNT DETAIL t—a1 SCALE 1'-2' 0 V 2' 4' S-1 SCALE: NOT TO SCALE �1... SCALE NOT TO SCALE S-1 SCALE NOT TO SCALE S-1 S-1 SCALE 1'-2' (!f r,= f ( ELECTRICAL LEGEND ...1.-Mobile E)GUYED IDYAF TIMES NEW PANEL BOARD.SURFACE MOUNTED Q��y PAEL (E)ANTENNA EXISTING PANEL BOARD.SURFACE MOUNTED 5 MOBILE NORTHEAST.TLC 15 COMMERCE WAY,SUITE B AKIBILIA Siff'Otf PR (E)ANTENNA PPE YWNt Q DRY TYPE TRANSFORMER NORTON.MA 02766 COAX ® NETER OFFICE:(508)286-2700 TO ELECTRICAL CIRCUIT BREAKER FAX- (508)288-2893 DEMARC ANTENNA AMPLIFIER NOW-FUSIBLE DISCONNECT 12G(SEE ETAIL 4•THIS SHEET) SWITCH,MOUNTED •AFs1 1. CIRCUIT BREAKER AND ml 12C m1 FUSIBLE DISIDEPOW SOMME.MOUNTED B4•AFF. JC ENGINEERING, INC. ELECTRIC METER UPPER El8 BONGED i0 GUYED TONER2854 CRANBERRY MANUAL TRANSFER MEN 7RAa9FNT VOLTAGE SURFACE FACE SUPPRESSOR WIN EAST WAREHAM,MA I 025M ® BURT�I1 FU¢$SIIEACE MOUNTED MOB(CAOWELD DOWN CSM CABLE GROUNDING KIT 20 AM ,125.STEAM YORNTED, OFFICES (508)27-0377 LEADS AND CONNECT ® TO AMPS 125 VOLTS SINGLE PWl4 (E)RBS 3206 1�A TO GROUND RING) CPS CABLE(ROUNDING KIT O JUNCTION BOIL SURFACE MpA1TED 1E A.F.F.BTS FAX (508)27}0387 O (4)IOA-8 (E) EOUIPMEEN ICE BRIDGE/CABLE TRAY BONDING AIYPEpS AT �� D00SED WRING BREAKERS OFF PBC $PUGE JOLV75 PE 6500 �� HOLE RUNS MINIMUM 2/IO+1/IOG IN 3/4' CAM 6500 COAXAL CABLE RACK CODUT mox tN OF yA„ GENERATOR (])3OA-� B75 UNIT BITS UNIT AFF. ABOVE FORM FLOOR (ORECEPTA SUPPORT PIS[ G MAN. UNLESS OTHERWISE MOM s WEATHERPROOF` JOHN L. NHNG PER MANU.RE. TO GUYED TOWER BONDED� CA CROUD FAULT INTERRUPTER CHURCHILL JR. � GRADE A AMPERE V CIVIL to CADWELD DOWNEAD 30•MIN. (AG , 02G v VOLT N0. 41807 (I)IG-� (� AND BONDING.JUMPER c D G G REGE➢nQFS BooS7ER RG C G FRG KH KILOWATT-HOUR SERNCE GROUND OITID TOWER EMS BALL C CONDUIT CI PER NEC - GROUNDING RING G ARC GALVM®OW CONDUCT I& G GROUND SPo)n 9'DE)R c OT �G STEEL d+ouxdxc ELECTRODE 1 CRNKm G LI YAs1FA GROUND BM PC • �CODI�rnNI aIf 1 12 AWC GROUNONC RING O 5' UNI-DIRECTIONAL 01-dRECDONAL ® EOiMFT 6R.BAR ME-CACAD�CAIUEC11O1 NNECTION APPROVALS GROUNDING COUECnOU (ROUNDING _j CONNECTION GROUND R00 -C- NLt0111D COPPER WERE.9ff AS NOW T-MOBILE INSPECTION/TEST WELL DC EXPOSED WRING OC POURS FOR HYBRID CABLE COAXAL CABLE LANDLORD ONE LINE DIAGRAM �� GROUNDING,RISER DIAGRAM 2 *000 ER (�EmD")OR � 'SING SCALE.- NOT TO SCALE E-1 SCALE. NOT TO SCALE E-1 (COI�SOI 711f)COIOECIIOI R.F. PFC POWER PROTECTION CABINET IHf ON*-DIRIEW DFCIRG6C WNW SYDFY VMS)RALL ZONING I ELECTRICAL AND GROUNDING NOTES CONSTRUCTION 1. ALL EIECIWGL WAIN SHALL CONFORM ro THE REDIA#1R1NTS O TIE NATIONAL A/E EILCNRCAL OXE(NEC)AS WELL AS APPLICASE STATE NO LOCAL CAS STAINLESS S7ER 2 ALL DECEM'x GEMS STALL E U.L.APPROVED OR LISTED AND PROOAM PER IG HARDWARE LA SPEDFDON REWH10NI5 PROJECT NO 4DR1042C HOE ] THE DECENNIAL WORK NOFS ALL LABOR AND WATER&DESCRIBED BY OOOAS lYA COMPRESSION TWO HOLE AND SPECIFICATION MILKING RLDBITAL AN TO PROVIDE COMPLETE OPERATING AND 7�h APPROVED ELECTRICAL SYSTEM. DRAWN BY: 77 MCP CLEAR MEAT-SHRVN INSULATION EXTENDING 4. Cf1 ANDI CONTRACTOR PERMITS SNNL PAY FRS IFORON PEROIS AND S RL�OLIDILE FOR 1/4-OVER LUG AND 2• M MYEDI A 9R�QIT PPE WGNIMG SAD PENCIL AND COOEDILO7Xx O MSiFL'TXNS CHECKED BY. JLC OVER CABLE INSULATION a ELECTRICAL AND MAD WRBD OUTSIDE A B ILO NG AND EXPOSED TO EATIER(Su11 (ROUNDING CABLE A 0)ro���ILD� EPE16uWATER DBY W�DE1R WX READ N U FIGHT EFI®E CONDUITS OR SEHEDUIZ MEDET�OR� SUBMITTALS GROUND BAR A NOOE'fALLD CODU ELEVATION OP)P ILBILATID�� a BURN NDUE SWL E S MI E 40 PVC W1IL AILfE18 7. BECHOCAL OW SMALL E COPPER WIN TYPE XNR TNWL OR THIN INSULATION. TO�)OIOWD BAR Q7 QILI a RUN E1ECIRTAL C NOWT OR CARE BETWEEN BLCTBCAL UTILITY DEMARCATION ANDREw UCBN2 MT HASH4c�AB.LE MT WASHER•TYP. O)pC/FSR AYFIb PONT AND FULL LEGT KILL Ill 511E PPS AS OpGTED ON THIS ORAWNG 2 6/9/15 ISSUED FOR FINAL REVIEW PROVIDE fUl lE]W9N KILL ELOPE DOMINATE NSFNLAl1O1 fN URIITT COMPANY. ANTENNA MOUNT FROND 1 8/8/15 ISSUED FOR FINAL LOOK MAS3/87.1-1/4'NEX BOLT B. RUN TDDO CODUR OR CARE BETWEEN M04M UTILITY OFOIMGTIOI POINT AND 0 B/4/15 ISSUED FOR RENEW (E)CASE DIVIDER COAX CABLE PROFIT OWNER CELL SITE TELOD CABINET AND EFTS CABINET AS INDICATED ON T16 NUS,71P. GROUNDING KITS BRAVO PROVIDE FILL LOOM PULL ROE M INSTALLED TOO)CONDUIT PROVIDE (D GBOUID Or m ® GREOM CO DUT LEAABAD TAPE AT EACH ERD iW5 DOCUMENTPROPS THE OEAIDIL 1O WERE DOWNER BETWEEN 915 AND PROJECT OWNER ARE 9E PING AND EIEDR EFTS AND DESICWORK PROPERTY NO WP NORTHEAST. LLr (E)OC/P1RR CARE ro B75 LINT 40PREWECTCOO OWNER Olt C CURD sORMGE CARET ARE LRDERQNID LIE PVC SMRILE �DUPU OF TC TTICNN OR USE TT C m 40 OOIDUT.ABOVE LIE ODI11D PORTION O TIFB CO M SWL E PVC NDUT. EXPRESS WRITTEN CONSENT S GROUND B ND 11. ALL EIILiWWIR LOCATED OIISOE SMALL HAVE NDIA R FIIICSAE. 1�BTY�T CEF�A EPOSD BARE COPPER TO E THE PURPOSES O" CONDUCTING THEN KEPI ro ABSOLUTE MINIMUM, IZ PPC SUPPLIED BY PRDECT COOL LAWFULLY AWFU LA LY AUTHORIZED Flgrn�014 6� NO INSULATION ALLOWED WTIIIN CADWEID ANTI, GROUNDINTHE COMPRESSION TERMINAL Oa EC$BRED TO STRUCnAE 13 GROUNDING SHALL COMPLY WON NEC ND.25M H W DO ND ESPECIFICALLY ALLOWED. (TYPICAL). AND UGHDD PROTECTIONONBULL E WE IN GIL?�ME 913 1 ro GROUNDING RING CRORDOW STANDARDS'. NOT.v SECTION A-A (LOWER E®) 14 GROUND CUM CABLE MOB WNW AT EON EMOS LOW MANUFACTURERS COO 4D R 1 042 C I. 'DOUBLING UP'OR'STACWNC O CONNECTION S NOT PERMITTED. m CABLE GDUIDDD AIL$SUPPLIED BY PROECT GLUM. 2. IN E WRITING cOUPODND TO E USED AT ALL LOCATIONS NET OAK STREET 3 COWELL DOWNLEADS FROM UPPER EGB.LOWER BOB AND Mm la USE CQ✓PER SIRAIDFD WE IPIX GEDI NNE NSOAIIOI FOR ABOVE QIAWE (W�onERIH R4[B®1 Nm R saR TPBM BALE aIwBE WERE (N YN E X) FOR BELOW GIE aRwFDNc As PDIGIED a 11E OUWKc TYPICAL GROUND BAR COAX CABLE CONNECTION 1a ALL OR LCOOEW06 ro.DOACT BE LOWHYG SAD COMCOPPER TO B IN OWPs 463 OAK STREET OR CALVAN EX)DEAOC WEED.CO NOT ARIA BAE COPPER WE ro E N QaiOLT BARNSTABLE, MA 02668 SIM CONNECTIONS DETAIL 3 AND GROUNDING DETAIL GROUND BAR (EGB) 17.ROUTE OMPOWNDDCDRSNaD THE SHORTEST NOSTRADxESr PATH POSSIBLE SwITTLE SCALE NOT TO SCALE EXCEPT IS OTHERWISE ININCK1131 GIOUNDING LEADS SHOULE)NEVER BE 8017 AT RIOIT E-1 SCALE: NOT TO SCALE E-1 SCALE: NOT TO SCALE E-1 ANGE ALWAYS MAKE AT LEAST If RAPS ETDa WE CAN BE ENf AT E RADIUS WHEN NECESSARY.OW ANY METAL WnDI 6 FEET O PROJECT =0 EQUIPMENT OR CABINET TO NAM IAdRD BAR OR GDUDMG RING. ELECTRIC & IOU CONNECTIONS TO GUM BINS SHALL E HAM WITH TWO NMI COEWE39QI GROUNDING DETAILS TYPE COPPER LUGS NiIY OM fAMM COMPOUND 70 ALL LOCATIONS. 11 APPLY GIVE NIWQDD COMPOUND ro ALL ORMESSOI TYPE G OLI D CONNECTIONS. 20L CONTRACTOR SHALL PROVIDE AM INSTALL DOIL DIRECTIONAL DUECIRCWX MARKER SYSTEM SHEET NUMTTFR (FLS7 BNIS MA EAW 61OIID RED ND SOMEONE FONT EIEDI ER6ING TIER/ ( MOI�OE GEQODNG O ND EQiIENT atoLu D Im 21.CONTRACTOR SMALL TEST COMPLETED GEO IO SYSTEM AND REDO D RESULTS MR C_�( FROM QII4-G Y DOCUEIRATIO.S OILS MINIMUM RESISTANCE EOLRm C I 22 FXNIRACIOR SAL OGWEG T NFIDNA COAL AID LNA RERKN-IIISS AND OSTANE- 7L1iAET MEAS REA®IIS(SWFID iESb)AND REIGD RESULTS FOR PROJECT CLOSE OR. CDTN10.04 i , w � � v,� � � 3 � `� a. � � ���, � � � � a � � � � � ems- � � � �. _ � s .� O � � � �� � � � � � � � C^ \` v J � t * i STRUCTURAL ANALYSIS REPORT CQ For. HYNO031 B OAK STREET ICE BARNSTABLE 463 OAK STREET BARNSTABLE, MA 02668 160' Guyed Tower Prepared for: 2 Industrial me�troPCSF communicadons I Unlimit Yourself. Dated: August 14,2012 OF. KAI Prepared by:, WANG STRUCTURAL No.48961 Hudson st Design Groupuc 1+IIZ 1600 Osgood Street Building 20 North,Suite 2-101 North Andover, MA 01845 Phone: (978) 557-5553 www.hudsondesianarouplic.com Hudson , Design Groupac SCOPE OF WORK: Hudson Design Group LLC (HDG) has been authorized by Industrial Communications to conduct a structural evaluation of the 160' guyed tower supporting the existing and proposed MetroPCS antennas located at elevation 160.9' above the ground level. This report represents this office's findings, conclusions and recommendations pertaining to the support of MetroPCS's existing and proposed antennas listed below. Record drawings of the existing tower were not available for our. use. The previous structural analysis report prepared by Bay State Design Inc.,'dated June 19, 2009 was available and obtained for our use. The existing appurtenance information was provided by Industrial Communications, dated August 11, 2011.- The proposed appurtenance information was based on the construction drawings prepared by Advanced Engineering Group, P.C., dated July 26, 2012. CONCLUSION SUMMARY: Based-on our evaluation, we have determined that the existing tower is in conformance with the ANSI/TIA-222-G Standard for the loading considered under the criteria listed in this report. The tower structure is rated at 100.1% - (Bottom Torque Arm at EL.145.1' Controlling). Hudson D Design GroupLLc APPURTENANCES CONFIGURATION: Tenant Appurtenances Elev. Mount MehoPCS (3) Kathrein 800 10504 Antennas 160.9' 12' T-Frame MehoPCS (4) ANT2 0.6HP Dishes 160.9' 12' T-Frame (9) DB844H90-XY Antennas 153.9' 15' T-Frame (3) Dapa 09010 Antennas 137.9' 12' T=Frame UHX6 Dish 123.9' 1 1' Side Mount StanTOff77771 *Proposed MetroPCS Appurtenances shown in Bold. METRO-PCS EXISTING/PROPOSED COAX CABLES: Tenant Coax Cables Elev. Mount MehoPCS (3) 1 5/8" Cables 160.9' Tower Face ' MehoPCS (3) 3/8"Cables 160.9' Tower Face MehoPCS Fiber Cable 160.9' Tower Face *Proposed MehoPCS Coax Cables shown in Bold. f ANALYSIS RESULTS SUMMARY: Component Max. Stress Elev. of Component Pass/Fail Comments Ratio ft Les 65.0% 120.9- 140.9 PASS Diagonals 76.4% 120.9- 140.9 PASS Horizontals 37.1 % . 140.9- 160.9 PASS Top Girt' 1.6% 140.9- 160.9 PASS Inner Bracing 0.5% 120.9- 140.9 PASS Guy 73.1 % 101.0 PASS To Guy Pull-off 15.2% 65.9 PASS Top Torque Arm 44.9 % 145.1 PASS Bottom Torque Arm 100.1 % 145.1 ACCEPTABLE *Stress Ratio up to 1657.are considered acceptable. �. l , i Hudson , Design GroupLLc DESIGN CRITERIA: 1. EIA/TIA-222-G Structural Standards for Steel Antenna Towers . and Antenna Supporting Structures County: Barnstable Wind Load: 115 mph (3 second gust) Structural Class: II Exposure Category: C Topographic Category: 1 Nominal Ice Thickness: 0.75 inch 2. Approximate height above grade to proposed antennas: 160.9' *Calculations and referenced documents are attached* J ASSUMPTIONS: . I 1. The tower dimensions, member sizes and strength of material are as indicated in the previous structural analysis prepared by Bay State Design Inc., dated June 19, 2009. 2. The appurtenances configuration is as stated in this report. All antennas, coax cables and waveguide cables are assumed to be properly installed and supported as per the manufacturer requirements. 3. The tower and foundation are properly constructed and maintained. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. 4. The support mounts and platforms are not analyzed and are considered adequate to support the loading. The analysis is limited to the primary support structure itself. 5. All prior structural modification, if any, are assumed to be as per the data supplied (if available), and installed properly. 6. The foundation of the tower was not checked due to lack of information. As-built foundation drawings and geotechnical report would be required to determine whether the foundation is capable of supporting the proposed loadings. Hudson Design Group= SUPPORT RECOMMENDATIONS: HDG recommends that the proposed dishes be mounted on the existing steel frame supported by the tower. i Hudson , Design Groupuc CALCULATIONS r r - R=189.80 ft f60.9 ft ( I y R=164.30 ft R=147.60 ft a X �N�rr Cf NI Z r T , 145.1 N z a a.' ��s�s?ems • >< '/� R=150.50 ft R=146.50 ft % `/moo° R=170.80 ft R=173.80 ft 4 , R=198.80 R R=194.30 ft . 1 PLAN I 120.9 ft DESIGNED APPURTENANCE LOADING + TYPE ELEVATION TYPE ELEVATION N PiROD 12'T-Frame 160.875 PiROD 15'T-Frame 153.875 PiROD 12'T-Frame 160.875 PiROD 15'T-Frame _ 153.875 PiROD 12'T-Frame 1160.875 PiROD 15'T-Frame 153.875 1 ' Kathrein 80o 10504 w/mount pipe 1160.875 (3)DB844H90-XY w/Mount Pipe 153.875 100.9 ft Kathrein 800 10504 w/mount pipe- 1160.875 09010 137.875 /p Kathrein 800 10504 wlmount pipe 1160.875 09010 - 137.875 ANT2 0.6HP(Metro PCs-proposed) 1 160.875 PiROD 12'T-Frame 137.875 lc . ANT2 0.6HP(Metro PCs-proposed) 1160.875 PiROD 12'T-Frame 137.875 Y � ANT2 0.6HP(Metro PCs-proposed) 160.875 PiROD 12'T-Frame 137.875 �S� ANT2 0.6HP(Metro PCS'-proposed) 160.872 09010 137.875 Z ij. (3)OB844H90•XY wlMount Pipe- 153.875 1'Side Mount Standoff 123.875 (3)DB844H90-XY w/Mount Pipe 1153.875 UHX6-59 123.875 a aosfl �� MATERIAL STRENGTH ' a < GRADE I Fy Fu GRADE F Fu a < A572-50 I50 ksi 165 ksi IA36 136 ksi 158 ksi o ) n ' u \\ TOWER DESIGN NOTES } z A W 61 1. Tower is located in Barnstable County,Massachusetts. D Co. ( 2. Tower designed for Exposure C to the TIA-222-G Standard. 21 ss.s ft 3. Tower designed for a 115 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 increase- '^ 60.9 ft• ' Sc�. in thickness with height. \\ ' 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. \\ 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:100.1% ' f 9059/T` • T\ - , 66081 6117 lb / 2436(. �d 20291b`� 7g33?/y �7r�sy m + e . 181731-b 10037 lb \�b 32116 lb �6 m 121298 lb(Axial) , R=164.30 It R=189.8v a—� m a — 1017 lb-ft(Torque) - —•i ai v, aa a' ® g * R=146.50 ft—; @ c c c ALL REACTIONS ARE FACTORED t (, o o H c y i m m m 2 � J J O O F 2 c Hudson Design Group,LLClob:HYNO031B ' 1600 Osgood Street, Building 20 North, Suite 2-101 Project.160'Guyed Tower North Andover, MA 01845 Client: Metro PCs Drawn by: App'd: Y Phone:(978)557-5553 Code: TIA-222-G Date:08/14/12 Scale: N r FAX: 978 226-5586 - Path'cw r am -GTWY=ll .,,.j Dwg No. i Job Page tnxTower ` HYNO031 B 1 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX.-(978)226-5586 kw Tower Input Data The main tower is a 3x guyed tower with an overall height of 160.88 ft above the ground line. The base of the tower is set at an elevation of 0.88 ft above the ground line: The face width of the tower is 4.25 ft at the top and 4.25 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Barnstable County,Massachusetts. Basic wind speed of 115 mph. Structure Class II. Exposure Category C. .Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 60'F. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. t Tower Section Geometry Tower Tower Assembly ,Description Section Number Section Section Elevation Database Width of Length Sections J f ft T1 160.88-140.88 4.25 l 20.00 T2 140.88-120.88 4.25 1 20.00 T3 120.88-100.88, 4.25 1 20.00 . T4 100.88-80.88 4.25 1 20.00 .T5 80.88-60.88 4.25 1 20.00 T6 60.88-40.88 4.25 1 20.00 T7 40.88-20.88 4.25 1 20.00 T8 20.88-0.88 4.25 1 20.00 Tower Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End A ft Panels in in T1 160.88-140.88 2.85 X Brace No Yes 0.0000 1.0000 T2 140.88-120.88 2.48 Double K No Yes 1.0000 1.0000 T3 120.88-100.88 2.48. Double K No Yes 1.0000 1.0000 T4 100.88-80.88 2.48 Double K' No Yes 1.0000 1.0000 T5 80.88-60.88 2.48 Double K No Yes 1.0000 1.0000 T6 60.88-40.88 2.48 Double K No Yes 1.0000 1.0000 I Job Page InxTower HYNO031 B 2 of 17 Hudson Design Group,LLC - Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX.-(978)226-5586 kw Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in T7 40.88-20.88 2.48 Double K_ No Yes 1.0000 1.0000 T8 20.88-0.88 2.49 Double K No Yes 1.0000 0.0000 Tower Section Geometry cont'd Tower Leg Leg Leg 'Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade .fl T1 160.88-140.88 60 Angle V4x4x1/4 A572-50 Single Angle L2x2xl/4 A36 (50 ksi) _ (36 ksi) T2 140.88-120.88 60 Angle V3x3xl/4 A572-50 Single Angle L1 l/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) T3 120.88-100.88 60 Angle V3x3x5/16 A572-50 Single Angle L1 l/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) ' T4 100.88-80.88 60 Angle V3x3x5/16 A572-50 Single Angle L1 1/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) T5 80.88-60.88 60 Angle V3x3x5/16 A572-50 Single Angle Ll l/2xl 1/2x3/16 A36 (50 ksi) (36 ksi) T6 60.88-40.88 60 Angle V3x3x5/16 A572-50 Single Angle L1 1/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) T740.88-20.88 60 Angle V3x3x5/16 A572-50 Single Angle LI 1/2xI 1/2x3/16 A36 (50 ksi) (36 ksi) T8 20.88-0.88 60 Angle V3x3x5/16 A572-50 Single Angle L1 l/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) � a Tower Section Geometry cont'd Tower No. Mid Girt Mid Girt Mid Girl Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girls T1 160.88-140.88 None Solid Round A36 Single Angle L3x3xl/4 A36 (36 ksi) (36 ksi) T2 140.88-120.88.None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) T3 120.88-100.88 None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) T4 100.88-80.88 None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) T5 80.88-60.88 None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) T6 60.88-40.88 None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) T7 40.88-20.88 None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) T8 20.88-0.88 None Solid Round A36 Single Angle L2x2x5/l6 A36 (36 ksi) (36 ksi) I Tower Section Geometry cont'd I Job Page tnxTOwer HYNO031 B 3 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX:(978)226-5586 Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade f T1 160.88-140.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T2 140.88-120.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T3 120.88-100.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T4 100.88-80.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T5 80.88-60.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T6 60.88-40.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T7 40.88.20.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) T8 20.88-0.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) (36 ksi) Guy Data Guy Guy Guy Initial % Guy Guy L Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting Adj. Efficiency fi lb ksi 'elf f ft of % 145.125 EHS A 3/4 5830.00 10% 19000 1.16 235.41 189.80 0.0000 0.00 100% B 3/4 5830.00 10% 19000 1.16 238.97 194.30 0.0000 0.00 100% C 3/4 5830.00 10% 19000 1.16 242.56 198.80 0.0000 0.00 100% 100.958 EHS A 1/2 2690.00 10% .21000 0.52 190.60 164.30 0.0000 0.00 100% B 1/2 2690.00 10% 21000 0.52 198.71 173.80 0.0000 0.00 100% C 1/2 2690.00 10% 21000 0.52 196.14 170.80 0.0000 0.00 100% 65.9167 EHS A 1/2 2690.00 10% 21000 0.52 159.28 147.60 0.0000 0.00 100% B 1/2 2690.00 10% 21000 0.52 158.28 146.50 0.0000 0.00 100% C 1/2 2690.00 10% 21000 0.52 161.92 150.50 0.0000 ' 0.00 100% 38.3125 EHS A 1/2 2690.00 10% 21000 0.52 149.99 147.60 0.0000 0.00 100% B 1/2 2690.00 10%. -21000 0.52 148.93 146.50 0.0000 0.00 100% C 1/2 2690.00 10% 21000 0.52 152.80 150.50 0.0000 0.00 100% Guy Data cont'd Guy Mount Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size Elevation 'Type Spread Leg Angle Style Grade Type f fo 145.125 Torque Arm 15.00 15.0000 Wing A36 Single Angle L3 1/20 1/2xl/4 (36 ksi) 100.958 Comer ' 65.9167 Comer ' 38.3125 ComeF Guy Data cont'd Job Page WxTower HYNO031 B 4 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS" FAX."(978)226-5586 kw Guy Diagonal Diagonal Upper Diagonal Lower Diagonal 1s Pull-Off Pull-Off Type Pull-Off Size Elevation Grade Type Size Size Strap. Grade f 145.13 A36 Equal Angle A36 Single Angle (36 ksi) (36 ksi) 100.96 A36 Equal Angle No A36 Single Angle L2 1/2x2 1/2xl/4 (36 ksi) (36 ksi) 65.92 A36 Equal Angle No A36 Single Angle L2 1/2x2 1/2xl/4 (36 ksi) (36 ksi) 38.31 A36 Equal Angle No A36 Single Angle L2 1/2x2 1/2xl/4 (36 ksi) (36 ksi) i Feed Line/Linear Appurtenances - Entered As Round Or. Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight or Shield Type Number Per Row Spacing Diameter' Leg ft in in in plf CR 50 1873PE(1-5/8 A No Ar(CaAa) 160.88-8.88 3 3 0.0000 1.9800 0.83 FOAM) SCR 50 1873PE(1-5/8 B No Ar(CaAa) 153.88-8.88 9 9 0.0000 1.9800 0.83 FOAM) LDF7-50A(1-5/8 A No Ar(CaAa) 137.88-8.88 3 3 0.0000 1.9800 0.82 FOAM) EW63 C No Ar(CaAa) 123.88-8.88 1 1 0.0000 1.5742 0.51 ssssssssss 3/8 C No Ar(CaAa) 160.88-8.88 3 3 0.0000 0.5000 0.25 (Metro PCS-Proposed) 1 5/8 Fiber Cable C No Ar(CaAa) 160.88-8.88 1 1 0.0000 1.8000 1.04 (Metro PCS-Proposed) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft fry fry lb ft f PROD ITT-Frame A From Face 1.50 0.0000 160.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60 490.00 0.00 1"Ice 23.00 23.00 620.00 PROD 12'T-Frame B From Face 1.50 0.0000 160.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60 490.00 0.00 1"Ice 23.00 23.00 620.00 PROD 12'T-Frame C From Face 1.50 0.0000 160.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60' 490.00 0.00 1"Ice 23.00 23.00 620.00 Kathrein 800 10504 w/mount A From Face 3.00 0.0000 160.88 No Ice 3.71 3.29 41.90 pipe 6.00 1/2"Ice 4.18 4.11 73.39 0.00 1"Ice 4.62 4.82 114.28 Kathrein 800 10504 w/mount B From Face 3.00 0.0000 160.88 No Ice 3.71 3.29 41.90 pipe 6.00 1/2"Ice 4.18 4.11 73.39 0.00 1"Ice 4.62 4.82 114.28 Kathrein 800 10504 w/mount C From Face 3.00 0.0000 160.88 No Ice 3.71 3.29 41.90 pipe 6.00 1/2"Ice 4.18 4.11 73.39 0.00 1"Ice 4.62 4.82 114.28 Job Page tnx.TOwer HYNO031 B 5 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX.(978)226-5586 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft fl fr' ft� lb f f #*s*sr«s*« PROD 15'T-Frame A From Leg 2.00 0.0000 153.88 No Ice 15.00 15.00 500.00 0.00 1/2"Ice 20.60 20.60 650.00 0.00 1"Ice 26.20 26.20 800.00 PROD IS T-Frame B From Leg 2.00 0.0000 '153.88 No Ice 15.00 15.00 500.00 0.00 1/2"Ice 20.60 20:60 650.00 0.00 1"Ice 26.20 26.20 800.00 PROD 15'T-Frame C From Leg 2.00 0.0000 153.88 No Ice 15:00 15.00 500.00 0.00 1/2"Ice 20.60 20.60 650.00 0.00 1"Ice 26.20 26.20 800.00 (3)DB844H90-XY w/Mount A From Leg 4.00 0.0000 153.88 No Ice 3.58 5.63 35.55 Pipe 0.00 1/2"Ice 4.20 6.73 77.48 0.00 1"Ice 4.73 7.54 129.56 (3)DB844H90-XY w/Mount B From Leg 4.00 0.0000 153.88 No Ice 3.58 5.63 35.55 Pipe 0.00 1/2"Ice 4.20 6.73 77.48 0.00 1"Ice 4.73 7.54 129.56 (3)DB844H90-XY w/Mount C From Leg 4.60 0.0000 153.88 No Ice 3.58 5.63 35.55 Pipe 0.00 1/2"Ice 4.20 6.73 77.48 0.00 1"Ice 4.73 7.54 129.56 PROD 12'T-Frame A From Leg 2.00 0.0000 137.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60 490.06 0.00 1"Ice 23.00 23.00 620.00 PROD ITT-Frame B From Leg 2.00 0.0000 137.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60 490.00 0.00 1"Ice 23.00 23.00 620.00 PROD 12'T-Frame C From Leg 2.00 0.0000 137.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60 490.00 0.00 1"Ice 23.00 23.00 620.00 09010 A From Leg 3.50 0.0000 137.88 No Ice 2.65 2.65 22.10 0.00 1/2"Ice 3.07 3.07 43.02 0.00 1"Ice 3.50 3.50 68.75 09010 B From Leg 3.50 0.0000 137.88 No Ice 2.65 2.65 22.10 J 0.00 1/2"Ice 3.07 3.07 43.02 0.00 1"Ice 3.50 3.50 68.75 09010 C From Leg 3.50 0.0000 137.88 No Ice 2.65 2.65 22.10 0.00 1/2"Ice 3.07 3.07 43.02 0.00 1"Ice 3.50 3.50 68.75 *rss*##### F Side Mount Standoff C From Face 1.00 0.0000 123.88 No Ice 1.00 1.00 30.00 0.00 1/2"Ice 1.50 1.50 50.00 0.00 1"Ice 2.00 2.00 70.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert ft o of ft fr' lb •ANT2 0.6HP A Paraboloid From 3.00 Worst 160.88 2.20 No Ice 3.64 38.00 (Metro PCS- w/Radome Face 0.00 1/2"Ice 3.92 50.00 proposed) 0.00 1"Ice 4.22 62.00 WxTower Job Page HYN0031 B. 6 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX:(978)226-5586 kw Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert {t o o !t ft fC lb ANT2 0.6HP B Paraboloid From 3.00 Worst 160.88 2.20 No Ice 3.64 38.00 (Metro PCS- w/Radome Face -2.00 1/2"Ice 3.92 50.00 proposed) 0.00 1"Ice 4.22 62.00 ANT2 0.6HP B Paraboloid From 3.00 Worst 160.88 2.20 No Ice 3.64 38.00 (Metro PCS- w/Radome Face 2.00 1/2"Ice 3.92 50.00 proposed) 0.00 1"Ice 4.22 62.00 ANT2 0.6HP C Paraboloid From 3.00 Worst 160.88 2.20 No Ice 3.64 38.00 (Metro PCS- w/Radome Face 0.00 1/2"Ice 3.92 50.00 proposed) 0.00 1"Ice 4.22 62.00 kkkRkRRRRk UHX6-59 C Paraboloid From 2.00 Worst 123.88 6.00 No Ice 28.27 143.00 w/Shroud(HP) Face 0.00 - 1/2"Ice 29.05 292.13 0.00 1"Ice 29.83 441.25 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg-No Ice+1.0 Guy 4 1.2 Dead+1.6 Wind 60 deg-No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg-No Ice+1.0 Guy 6 1.2 Dead+1.6 Wind 120 deg-No Ice+l.0 Guy 7 1.2 Dead+1.6 Wind 150 deg-No Ice+1.0 Guy 8 1.2 Dead+1.6 Wind 180 deg-No Ice+1.0 Guy 9 1.2 Dead+1.6 Wind 210 deg-No Ice+1.0 Guy 10 1.2 Dead+1.6 Wind 240 deg-No Ice+1.0 Guy 11 1.2 Dead+1.6 Wind 270 deg-No Ice+1.0 Guy 12 1.2 Dead+1.6 Wind 300 deg-No Ice+1.0 Guy 13 1.2 Dead+1.6 Wind 330 deg-No Ice+1.0 Guy 14 1.2 Dead+1.0 Ice+1.0 Temp+Guy 15 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+1.0 Guy 16 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy 17 1.2 Dead+1.0 Wind 60 deg+1.0 lce+1.0 Temp+1.0 Guy 18 1.2 Dead+1.0 Wind 90 deg+1.0 lce+1.0 Temp+1.0 Guy 19 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp+1.0 Guy 20 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp+1.0 Guy 21 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+LO Temp+1.0 Guy 22 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy 23 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp+1.0 Guy 24 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp+1.0 Guy 25 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp+1.0 Guy 26 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp+1.0 Guy 27 Dead+Wind 0 deg-Service+Guy 28 Dead+Wind 30 deg-Service+Guy 29 Dead+Wind 60 deg-Service+Guy 30 Dead+Wind 90 deg-Service+Guy 31 Dead+Wind 120 deg-Service+Guy 32 Dead+Wind 150 deg-Service+Guy 33 Dead+Wind 180 deg-Service+Guy 34 Dead+Wind 210 deg-Service+Guy 35 Dead+Wind 240 deg-Service+Guy 36 Dead+Wind 270 deg-Service+Guy 37 Dead+Wind 300 deg-Service+Guy Job Page WxTower HYNO031 B 7 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX:(978)226-5586 Comb. Description No. 38 Dead+Wind 330 deg-Service+Guy Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. fl, Type Load Moment Moment Comb. lb lb ft lb ft T1 160.875- Leg Max Tension 4 17907.60 -0.38 24.32 140.875 Max.Compression 2 -39715.56 5.52 -281.66 Max.Mx 3 -15880.03 -1186.86 -12.02 Max.My 8 6869.17 -1.17 -753.06 Max.Vy 6 -2819.20 -1144.59 166.58 Max.Vx 2 -4468.64 10.92 -344.47 Diagonal Max Tension , 3 6920.10 -91.75 -19.00 Max.Compression .6 -9563.74 0.00 0.00 Max.Mx 2 -9347.68 99.67 -0.48 Max.My 3 -3740.26 12.88 43.09 Max.Vy 2 43.04 99.67 -0.48 Max.Vx 3 16.86 0.00 0.00 Horizontal Max Tension 8 16443.10 0.00 0.00 Max.Compression 2 -12433.02 0.00 0.00 Max.Mx 14 1949.90 -42.12 0.00 Max.My 10 -369.51 0.00 0.00 Max.Vy 14 -39.65 0.00 0.00 Max.Vx 10 -0.00 0.00 0.00 Top Girt Max Tension 10 619.73 0.00 0.00 Max.Compression 12 -541.50 0.00 0.00 Max.Mx 14 77.54 -42.12 0.00 Max.My 4 321.85 0.00 -0.00 Max.Vy 14 -39.65 0.00 0.00 Max.Vx 4 0.00 0.00 0.00 Guy A Bottom Tension 7 20410.81 Top Tension 7 20576.47 t Top Cable Vert 7 12849.68 Top Cable Norm 7 16070.77 Top Cable Tan 7 85.61 Bot Cable Vert 7 -12326.17 Bot Cable Norm 7 16267.51 Bot Cable Tan 7 186.48 Guy B Bottom Tension 11 20522.36 Top Tension 11 20688.02 Top Cable Vert 11 12731.64 Top Cable Norm 11 16306.20 Top Cable Tan 11 85.54 Bot Cable Vert 11 -12203.94 Bot Cable Norm 11 16498.34 Bot Cable Tan 11 188.92 Guy C Bottom Tension 5 20362.39 Top Tension 5 20528.09 Top Cable Vert 5 12454.33 Top Cable Norm 5 16318.22 Top Cable Tan 5 88.02 Bot Cable Vert; 5 -11922.48 Bot Cable Norm 5 16505.93 Bot Cable Tan 5 188.83 Torque Arm Top Max Tension 7 24568.86 0.00 0.00 Max.Compression 2 -6131.95 0.00 0.00 Max.Mx 16 7621.11 -181.85 0.00 r f . Job Page ,tIZ. Tower HYNO031B 8 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client 'Designed by Phone:(978)557-5553 Metro PCS FAX:(978)226-5586 kw Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb ft lb ft Max.My 3 -6039.78 0.00 -0.09 Max.Vy 16 81.91 0.00 0.00 Max.Vx 3 0.04 0.00 0.00 Torque Arm Bottom Max Tension 5 8278.35 0.00 0.00 Max.Compression 11 -17313.10 0.00 0.00 Max.Mx 15 -5207.57 -179.90 0.00 Max.My 10 7220.60 0.00 -0.12 Max.Vy ' 15 81.94 0.00 0.00 Max.Vx 10 0.05 0.00 0.00 . T2 140.875- Leg Max Tension 2 9650.86 3.68 33.02 120.875 Max.Compression 8 -36740.47 0.07 391.83 Max.Mx 3 -15880.14 -960.46 4.29 Max.My 2 -16952.53 8.55. 399.89 Max,Vy 6 -2817.00 -910.10 17.72 Max.Vx 2 -4465.82 9.74 27.81 Diagonal Max Tension 6 5179.33 0.00 0.00 Max.Compression 5 -5681.25 0.00 0.00 Max.Mx 16 34.28 -8.89 0.00 Max.My 16 -496.47 0.00 0.01 Max.Vy 16, 10.90 0.00 0.00 Max.Vx 16 -0.01 0.00 0.00 Horizontal Max Tension 12 1654.30 47.83 -2.17 M_ ax.'Compression 6 -1422.57 0.00 0.00 Max.Mx 10 -539.95 -162.94 -3.77 Max.My 8 238.83 -0.59 5.22 Max.Vy 10 81.67 0.00 0.00 Max.Vx 8 -2.46 -0.71 5.21 Inner Bracing Max Tension 5 7.89 0.00 0.00 Max.Compression 11 -13.24 0.00 0.00 Max.Mx 14 0.12 3.49 0.00 Max.My 15 0.56 0.00 -0.00 Max.Vy 14 -6.58 0.00 0.00 Max.Vx 15 -0.01 0.00 0.00 T3 120.875- Leg Max Tension 2 9650.38 2.65 35.28 100.875 Max.Compression 8 -36543.74 0.65 193.60 Max.Mx 10 -31097.63 -303.63 310.25 Max.My 21 -25413.56 -4.38 334.27 Max.Vy 6 740.62 112.28 179.15 Max.Vx 6 -1816.24 9.75 -174.02 Diagonal Max Tension 11 2378.21 0.00 0.00 Max.Compression 11 •- -2728.17 0.00 0.00 Max.Mx 21 -43.51 -8.73 0.00 Max.My 10 -7.76 0.00 -0.01 Max.Vy 21 10.69 0.00 0.00 Max.Vx 10 0.02 0.00 0.00 Horizontal Max Tension 8 632.96 0.00 0.00 Max.Compression 8 -632.96 34.99 -0.00 Max.Mx 19 -506.80 56.79 0.29 Max.My 8 -237.14 11.19 1.70 Max.Vy 19 -41.65 56.79 0.29 Max.-Vx 8 -0.82 11.19 1.70 Inner Bracing Max Tension 2 2.31 0.00 0.00 Max.Compression 12 -1.90 0.00 0.00 Max.Mx 15 -0.01 3.41 0.00 Max.My 10, 0.34 0.00 0.00 Max.Vy 15 -6.43 0.00 0.00 Max.Vx 10 -0.01 0.00 0.00 Guy A Bottom Tension 8 11753.61 Top Tension 8 11805.37 Job Page tnxTOwer HYNO031 B 9 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX:(978)226-5586 kw Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb 16 ft lb ft Top Cable Vert 8 6312.45 Top Cable Norm 8 9975.96 Top Cable Tan 8 0.32 Bot Cable Vert 8 -6116.77 Bot Cable Norm 8 10036.55 Bot Cable Tan 8 0.32 Guy B Bottom Tension 11 11476.34 - Top Tension 11 11527.67 Top Cable Vert 11 5925.41 Top Cable Norm 11 9888.14 Top Cable Tan I 1 - 36.74 Bot Cable Vert 11 -5715.21 Bot Cable Norm 11 9951.46 Bot Cable Tan 11 105.12 Guy C. Bottom Tension 5 11539.33 y Top Tension 5 11590.66 Top Cable Vert 5 6033.47 Top Cable Norm 5 9896.43 Top Cable Tan 5 35.63 Bot Cable Vert 5 -5824.49 Bot Cable Norm 5 9960.95 Bot Cable Tan 5 105.20 Top Guy Pull-Off Max Tension 10 5739.86 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 16 3029.31 -35.39 0.00 Max.My 11 3303.70 0.00 -0.00 Max.Vy 16 33.31 0.00 0.00 Max.Vx 11 0.00 0.00 0.00 T4 100.875- Leg Max Tension 2 1364.12 -0.87 76.30 i 80.875 Max.Compression 9 -33358.74 79.97 239.56 Max.Mx 10 -33119.63 -221.97 340.96 Max.My 22 -29163.93 8.64 374.64 Max.Vy 6 739.37 50.72 161.57 Max.Vx 6 1814.50 -0.47 -22.74 Diagonal Max Tension 11 1246.34 0.00 0.00 Max.Compression 10 -1734.65 0.00 0.00 Max.Mx 22 334.88 -8.54 0.00 Max.My 10 414.30 0.00 -0.02 Max.Vy 22 10.46 0.00 0.00 Max.Vx 10 0.02 0.00 0.00 Horizontal Max Tension 9 577.79 0.00 0.00 Max.Compression 9 577.79 5.95 -0.87 Max.Mx 10 -573.41 -51.83 -0.36 Max.My 9 -421.56 18.30 1.44 Max.Vy 19 35.93 0.00 0.00 Max.Vx 9 -0.70 18.30 1.44 Inner Bracing Max Tension 2 2.31 0.00 0.00 Max.Compression 4 -1.28 0.00 0.00 Max.Mx 14 0.46 3.32 0.00 Max.My 10 2.06 0.00 0.01 Max.Vy 14 6.25 0.00 0.00 Max.Vx 10 -0.01 0.00 0.00 T5 80.875- Leg Max Tension 1 0.00 0.00 0.00 60.875 Max.Compression 23 -34915.77 -3.66 414.07 Max.Mx 6 -32262.92 136.35 260.13 Max.My 24 -34893.54 0.63 460.65 Max.Vy 10 -460.40 -98.01 333.28 Max.Vx 8 -1314.11 1.34 336.10 Diagonal Max Tension 11 2403.26 0.00 0.00 tnxTOwer Job HYNO0316 Page10 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX:(978)226-5586 kw Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. fi Type Load Moment Moment Comb. Ib lb ft lb ft Max.Compression 11 -3211.93 0.00 0.00 Max.Mx 22 -812.64 -8.31 0.00 Max.My 10 -187.55 0.00 -0.02 Max.Vy 22 10.18 0.00 0.00 Max.Vx 10 0.02 0.00 0.00 Horizontal Max Tension 23 604.76 0.00 0.00 Max.Compression 23 -604.76 -60.77 0.54 Max.Mx .15 -602.41 65.35 0.44 Max.My 9 -454.90 15.37 1.10 Max.Vy 15 -45.09 65.35 0.44 Max.Vx 9 -0.55 15.37 1.10 Inner Bracing Max Tension 2 1.79 0.00 0.00 Max.Compression 5 -1.20 0.00 0.00 Max.Mx 14 -0.08 3.21 0.00 Max.My 10 0.81 0.00 0.01 Max.Vy 14 -6.05 0.00 0.00 Max.Vx 10 -0.01 0.00 0.00. Guy A Bottom Tension 9 11006.24 Top Tension 9 11039.85 Top Cable Vert 9 4617.16 Top Cable Norm 9 10027.95 Top Cable Tan 9 18.88 Bot Cable Vert 9 -4472.20, 'Bot Cable Norm 9 10056.38 Bot Cable Tan 9 77.14 Guy B Bottom Tension 11 11027.46 Top Tension 11 11061.06 Top Cable Vert l 1 4654.43 Top Cable Norm 11 10034.09 Top Cable Tan 11 17.98 Bot Cable Vert - 11 -4509.93 Bot Cable Norm 11 10062.77 Bot Cable Tan 11 77.64 Guy C Bottom Tension 5 10915.59 Top Tension 5 10949.20 Top Cable Vert 5 4506.97 Top Cable Norm 5 9978.56 Top Cable Tan 5 19.68 Bot Cable Vert 5 -4360.78 Bot Cable Norm 5 10006.38 Bot Cable Tan 5 77.40 Top Guy Pull-Off Max Tension ]0 5849.49 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 3430.09 -33.99 0.00 Max.My 10 2972.37 0.60 -0.00 Max.Vy 14 31.99 0.00 0.00 Max.Vx 10 0.00 0.00 0.00 T6 60.875- Leg Max Tension I 0.00 0.00 0.00 40.875 Max.Compression 23 -36386.00 -2.94 332.34 Max.Mx 6 -30153.44 -100.63 266.87 Max.My 23 -36042.60 -6.46 416.36 Max.Vy 10 -638.35 -45.07 233.62 Max.Vx 10 1773.30 -0.59 238.05 Diagonal Max Tension 11 1175.06 0.00 0.00 Max.Compression 10 -1838.95 0.00 0.00 Max.Mx 22 105.86 -8.01 0.00 Max.My 10 -91.09 0.00 -0.02 Max.Vy 22 9.81 0.00 0.00 Max.Vx 10 0.03 0.00 0.00 Horizontal Max Tension 23 630.22 0.00 0.00 ' Job Page tnxTOWer HYN0031 B 11 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX (978)226-5586 kW Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment _ Moment Comb. lb lb ft 16 ft Max.Compression 23 -630.22 .-9.95 0.61 Max.Mx 23 613.48 56.71 0.59 Max.My 5 -444.72 36.61 1.16 Max.Vy 23 40.61 56.71 0.59 1 Max.Vx 5 -0.58 36.61 1.16 Inner Bracing Max Tension 2 1.92 0.00 0.00 Max.Compression 5 -0.92 0.00 0.00 Max.Mx 14 -0.02 3.07 0.00 Max.My 10 1.20 0.00 0.01 Max.Vy 14 -5.79 0.00 0.00 Max.Vx 10 -0.02 0.00 0.00 T7 40.875- Leg Max Tension 1 0.00 0.00 0.00 20.875 Max.Compression 24 -40099.56 -5.07 303.62 Max.Mx 6 -28494.28 103.48 -227.03 Max.My 23 -39387.88 -8.86 429.54 Max.Vy 10 -639.90 8.00 283.11 Max.Vx 10 1777.28 10.61 90.00 Diagonal Max Tension 11 1841.03 0.00 0.00 Max.Compression 10 -1862.35 0.60 0.00 Max.Mx 22 530.09 -7.59 0.00 Max.My 6 170.86 0.00 0.02 Max.Vy 22 9.30 0.00 0.00 Max.,Vx 6 -0.03 0.00 0.00 Horizontal Max Tension 24 694.54 0.00 0.00 Max.Compression 24 -694.54 29.93 0.63 Max.Mx 23 656.31 30.12 0.68 Max.My 5 -443.35 17.48 1.13 Max.Vy 23 27.52 30.12 0.68 Max.Vx 5 -0.57 17.48 1.13 Inner Bracing Max Tension 7 7.19 0.00 0.00 Max.Compression 3 -0.97 0.00 0.00 Max.Mx 14 -0.07 2.88 0.00 Max.My 2 1.62 0.00 0.01 Max.Vy 14 -5.42 0.00 0.00 Max.Vx 2 -0.02 0.00 0.00 Guy A Bottom Tension 9 8355.57 Top Tension 9 8375.18 Top Cable Vert 9 2184.97 Top Cable Norm 9 8085.12 Top Cable Tan 9 21.70 Bot Cable Vert 9 -2076.77 Bot Cable Norm 9 8093.21 Bot Cable Tan 9 50.00 Guy B Bottom Tension 11 8376.79 Top Tension 11 8396.41 Top Cable Vert 11 2205.34 Top Cable Norm 11 8101.59 Top Cable Tan 11 21.17 Bot Cable Vert 11 -2097.68 Bot Cable Norm 11 8109.74 Bot Cable Tan 11 50.11 Guy C Bottom Tension 5 8293.65 Top Tension 5 8313.27 Top Cable Vert 5 2131.14 Top Cable Norm 5 8035.43 Top Cable Tan 5 22.44 Bot Cable Vert 5 -2021.55 Bot Cable Norm 5 8043.35 Bot Cable Tan 5 50.39 Top Guy Pull-Off Max Tension 9 4946.44 0.00 0.00 Job Page W xTower HYNO031 B 12 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX:(978)226-5586 Section Elevation Component. Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb ft lb ft ' Max.Compression 1 0.00 0.00 0.00 Max.Mx 15 3453.86 16.36 10.61 Max.My 10 4674.85 13.04 12.48 r Max.Vy 15 -22.58 16.36 10.61 Max.Vx 10 5.88 13.04 12.48 T8 20.875-0.875 Leg Max Tension 1 0.00 0.00 0.00 Max.Compression 24 =40797.53 -2.59 567.82 Max.Mx 6 -32251.24 -89.00 223.33 Max.My 23 -40781.01 -4.71 569.49 Max.Vy 10 -194.04 -67.96- 224.49 Max.Vx 15 424.45 0.37 256.87 Diagonal Max Tension 6 1338.96 0.00 0.00 Max.Compression 6 -2117.72 0.00 0.00 Max.Mx 24 -609.86 -6.84 0.00 Max.My 6 374.64 0.00 0.02 Max.Vy 24 8.35. 0.00 0.00 Max.Vx 6 -0.03 0.00 0.00 Horizontal Max Tension 24 706.63 0.00 0.00 Max.Compression 24 -706.63 96.42 0.81 Max.Mx 23 -704.39 97.25 0.66 Max.My 9 -456.41 34.35 1.18 Max.Vy - 23 -58.02 97.25 0.66 Max.Vx 9 -0.60 34.35 1.18 Inner Bracing Max Tension 2 1.77 0.00 0.00 Max.Compression 5 -1.16 0.00 0.00 Max.Mx 14 0.43 2.53 0.00 Max.My 2 1.41 0.00 0.01 Max.Vy 14 -4.76 0.00 0.00 Max.Vx 2 -0.02 0.00 0.00 Base Beam Max Tension 6 2107.68 -68346.44 -310.69 'Max.Compression 4 -734.60 227.78 0.06 Max.Mx 23 -40436.49 -98895.82 173.84 Max.My 10 -28149.90 -68818.45 1472.47 Max.Vy 23 -40436.49 -98895.82 173.84 Max.Vx 10 598.62 -68818.45 1472.47 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb lb lb Comb. Guy C @ 198.8 ft Max.Vert 10 -325.23 273.90 158.26 Elev 0 ft Azimuth 240 deg Max.H., 10 -325.23 -273.90 158.26 Max.Hz 3 -23162.65 -27559.22 16396.18 Min.Vert 4 . -23203.35. -27804.92 16035.12 Min.H. 5 -23157.30 27984.06 15646.36 Min.H, 10 325.23 -273.90 158.26 Guy B @ 194.3 ft Max.Vert 6 -377.23 311.58 180.00 Elev 0 ft Azimuth 120 deg Max.H, 11 -23697.81 27963.23 15632.34 Max.H, 13 -23706.51 27539.99 16387.77 Min.Vert 12 -23771.26 27816.54 16041.79 Min.H, 6 -377.23 311.58 180.00 Min.H. 6 -377.23 311.58 180.00 Job Page WxTower HYNO031 B 13 of 17 Hudson Design Group,LLC Project Date, 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX:(978)226-5586 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb lb lb Comb. Guy A @ 189.8 ft Max.Vert 2 -431.13 0.02 -402.80 Elev 0 ft Azimuth 0 deg Max.H, 11 -13186.29 928.00 -17224.71 Max.H, 2 431.13 0.02 -402.80 Min.Vert 8 -24360.02 -0.33 -32116.15 Min.H, 5 -13184.08 927.20 -17221.82 Min.Hz 8 -24360.02 -0.33 -32116.15 Guy C @ 170.8 ft Max.Vert l0 -38.13 -36.47 21.06 - Elev Oft Azimuth 240 deg Max.H, 10, -38.13 -36.47 21.06 Max.H, 3 -5820.90 -8569.00 5067.81 Min.Vert 5 -5824.49 -8679.03 4889.37 Min.H, 5 -5824.49 -8679.03 4889.37 Min.H, 10 -38.13 -36.47 21:06 Guy B @ 173.8 ft Max.Vert 6 -32.04 30.84 17.81 Elev 0 ft Azimuth 120 deg Max.H, 11 5715.21 8670.78 4884.69 Max.H, 13 -5711.47 8560.54 5062.67 Min.Vert 11 -5715.21 8670.78 4884.69 Min.H, .6 -32.04 30.84 17.81 Min.H, 6 -32.04 30:84 17.81 Guy A @ 164.3 ft Max.Vert 2 -51.94 0.00 -56.09 Elev 0 ft Azimuth 0 deg Max.H, 11 -2958.14 229.63 -4828.71 Max.Hz 2 -51.94 0.00 -56.09 Min.Vert_ 8 -6116.77 0.32 -10036.55' Min.H, 1 5 2958.80 229.59 -4829.75 Min.H. 8 -6116.77 0.32 -10036.55 Guy C @ 150.5 ft Max.Vert 10 -47.34 -261.14 150.77 Elev 0 ft Azimuth 240 deg Max.H, 10 -47.34 -261.14 150.77 Max.H, 3 -6379.42 15561.20 9130.96 Min.Vert _ 5 -6382.32 -15695.42 8914.20 Min.H, 5 -6382.32 -15695.42 8914.20 Min.H, 10 -47.34 -261.14 150.77 Guy B @ 146.5 ft Max.Vert 6 -43.87 238.98 137.98 Elev 0 It - Azimuth 120 deg Max.H, 11 -6607.61 15801.73 8975.62 Max.Hz 13 -6598.99 15653.74 9184.14 Min.Vert 11 -6607.61 15801.73 8975.62 Min.H, 6 -43.87 238.98 137.98 Min.Hz 6 -43.87 . 238.98 137.98 Guy A @ 147.6 ft Max.Vert 2 -44.82 -0.00 -282.88 Elev 0 ft Azimuth 0 deg i Max.H, 11 -3363.59 319.49 -9489.04 Max.Hi 2 -44.82 -0.00 282.88 _ Min.Vert 9 -6548.97 127.14 -18149.59 Min.H, 5 -3351.19 319.52 -9452.99 Min.Hi 9 -6548.97 127.14 -18149.59 Mast Max.Vert 23 121298.48 208.03 -82.87 Max.H, 11 77874.51 1804.81 106.59 Max.H, 2 83406.80 -22.03 2028.86 Max.M, 1 0.00 -0.27 6.16 Max.M, 1 0.00 -0.27 6.16 fnxTower Job Page HYN0031 B 14 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX:(978)226-5586 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb lb lb Comb. Max.Torsion 12 978.85 1598.82 939.41 Min.Vert 1 47206.97 -0.27 6.16 Min.H, 5 77228.92 -1842.98 118.51 Min.H, 8 70880.49 7.76 -1842.36 Min.M, 1 0.00 -0.27 6.16 Min.M, 1 0.00 -0.27 6.16 Min.Torsion• 4 -1016.71 -1625.38 964.35 Tower Mast Reaction Summary I Load Vertical- Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M, lb lb lb lb ft lb ft lb-ft Dead Only 47206.97 0.27 -6.16 0.00 0.00 0.04 1.2 Dead+1.6 Wind 0 deg-No 83406.80 22.03 -2028.86 O.OQ 0.00 21.18 Ice+1.0 Guy 1.2 Dead+1.6 Wind 30 deg-No 76805.43 1018.71 --1555.32 0.00 0.00 883.74 Ice+1.0 Guy 1.2 Dead+1.6 Wind 60 deg-No 69364.76 1625.38 -964.35 0.00 0.00 1016.71 Ice+1.0 Guy 1.2 Dead+1.6 Wind 90 deg-No 77228.92 1842.98 -1 18.51 0.00 0.00 746.73 Ice+1.0 Guy 1.2 Dead+1.6 Wind 120 deg- 83964.67 1765.23 996.48 0.00 0.00 900.72 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 150 deg- 77989.61 825.83 1614.37 0.00 0.00. 850.80 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 180 deg- 70880.49 -7.76 1842.36 0.00 0.00 -37.65 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg- 78319.35 -819.09 1615.19 0.00 0.00 -897.38 No Ice+1.0 Guy • 1.2 Dead+1.6 Wind 240 deg- 84408.60 -1736.33 1005.22 0.00 0.00 -920.15 . No Ice+1.0 Guy 1.2 Dead+1.6 Wind 270 deg- 77874.51 -1804.81 -106.50 0.00 0.00 -740.70 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 300 deg- 70016.76 -1598.82 939.41 0.00 0.00 978.85 No Ice+1.0 Guy - L 1.2 Dead+1.6 Wind 330 deg- 77121.82 -985.32 -1533.53 0.00 0.00 -843.09 No Ice+1.0 Guy L2 Dead+1.0 Ice+1.0 120135.43 -7.43 -34.34 0.06 0.00 0.63 Temp+Guy 1.2 Dead+LO Wind 0 deg+1.0 120950.09. -5.25 -270.81 0.00 0.00 -2.48 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 30 deg+1.0 120474.26 94.57 -229.39 0.00 0.00 182.58 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 60 deg+1.0 120072.64 173.35' -141.28 0.00 0.00 83.97 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 90 deg+1.0 120575.47 209.09 -28.77 0.00 0.00 -36.81 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 120 121147.76 193.21 80.15 0.00 0.00 87.91 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 150 120780.20 106.77 1149.08 0.00 0.00 186.70 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 180 120411.00 -8.59 175.35 0.00 0.00 3.16 deg+LO Ice+1.0 Temp+LO Guy 1.2 Dead+1.0 Wind 210 120857.03 -123.28 150.21 0.00 0.00 -181.34 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 240 121298.48 -208.03 82.87 0.00 0.00 -84.20 Job Page MxTower HYNO031 B 15 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160' Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX:(978)226-5586 kw Load Vertical Shears Shear, Overturning Overturning Tor4ue Combination Moment,M Moment,M lb lb lb lb ft lb-ft lb ft deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 270 120741.21 -222.12 -25.43 0.00 0.00 36.53 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 300 120219.37 -185.09 -138.15 0.00 0.00 -86.85 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 330 120563.18 -105.56 -227.43 0.00 0.00 -186.52 deg+1.0 Ice+1.0 Temp+1.0 Guy I , Dead+Wind 0 deg- 47515.51 2.26 -426.55 0.00 0.00 2.82 Service+Guy Dead+Wind 30 deg- 47395.07 188.58 -336.63 0.00 0.00 135.60 Service+Guy Dead+Wind 60 deg- 47347.82 315.58 -189.80 0.00 0.00 148.82 Service+Guy Dead+Wind 90 deg- 47465.03 378.78 -6.15 0.00 0.00 122.56 Service+Guy Dead+Wind 120 deg- 47659.24 362.41 201.05 0.00 0.00 146.80 Service+Guy Dead+Wind 150 deg- 47612.73 189.95 318.65 0.00 0.00 130.48 Service+Guy Dead+Wind 180 deg- 47586.05 -1.77 356.19 0.00 0.00 -3.02 Service+Guy Dead+Wind 210 deg- 47665.77 193.05 320.32 0.00 0.00 -135.63 Service+Guy Dead+Wind 240 deg- 47767.83 363.98 204.60 0.00 0.00 149.60 Service+Guy Dead+Wind 270 deg- 47581.69 -378.01 -2.17 0.00 0.00 -122.41 Service+Guy Dead+Wind 300 deg- 47450.55 -313.07 -186.27 0.00 0.00 -146.02 Service+Guy Dead+Wind 330 deg- 147458.67 -184.92 -334.43 '0.00 0.00 -130.42 Service+Guy Maximum Tower Deflections - Service Wind Section Elevation Harz. Gov. Tilt Tivist No. Deflection Load ft in Comb. o ° T1 160.875-140.875 1.120 33 0.0067 0.0084 T2 140.875- 120.875 1.153 35 0.0247 0.0088 T3 120.875- 100.875 1.223 35 0.0109 0.0250 T4 100.875-80.875 1.136 35 0.0317 0.0200 T5 80.875-60.875 0.981 35 0.0471 0.0159 T6 60.875-40.875 0.759 35 0.0522 0.0118 T7 40.875-20.875 0.530 35 0.0567 0.0078 T8 20.875-0.875 0.288 35 0.0630 0.0039 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load Curvature ft Comb. in o 0ft 160.88 ANT2 0.6HP 33 1.120 0.0067 0.0084 164440 153.88 PiROD.15'T-Frame 33 1.121 0.0167 0.0069 117457 Job Page MxTowe� HYNO031 B 16 of 17 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS kw FAX.-(978)226-5586 Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load Curvature ft Comb. in o o ft 145.13 Guy 35 1.138 0.0248 0.0070 52240 137.88 PiROD ITT-Frame 35 1.166 0.0227 0.0108 74046 123.88 UHX6-59 35 1.220 0.0105 0.0234 23737 100.96 Guy 35 1.137 0.0316 0.0201 147566 65.92 Guy 35 0.818 0.0513 0.0129 252806 38.31 Guy 35 0.500 0.0575 0.0073 312110 Section Capacity Table Section Elevation Component Size Critical P oP.11- % Pass No. fi Type Element lb 1b Capacity Fail TI 160.875- Leg V4x4xl/4 3 -39715.60 75272.50 52.8 Pass 140.875 T2 140.875- Leg V3x3xl/4 69 -36740.50 56564.60 65.0 Pass 120.875 T3 120.875- Leg V3x3x5/16 144 -36543.70 69688.60 52.4 Pass 100.875 T4 100.875-80.875 Leg V3x3x5/16 219 -33358.70 69688.60 47.9 Pass T5 80.875-60.875 Leg V3x3x5/16 293 -34915.80 69688.60 50.1 Pass T6 60.875-40.875 Leg V3x3x5/16 368 -36386.00 69688.60 52.2 Pass T7 40.875-20.875 Leg V3x3x5/16 443 -40099.60 69688.60 57.5 Pass T8 20.875-0.875 Leg V3x3x5/16 518 -40797.50 69607.90 58.6 Pass TI 160.875- Diagonal ' L2x2xl/4 11 -9563.74 23075.10 41.4 Pass 140.875 T2 140.875- Diagonal Ll 1/2x1 1/2x3/16 137 -5681.25 7435.52 76.4 Pass 120.875 T3 120.875- Diagonal L1 1/2x1 1/2x3/16 146 -2728.17 7435.52 36.7 Pass 100.875 T4 100.875-80.875 Diagonal L1 1/2x1 1/2x3/16 291 -1734.65 7435.52 23.3 Pass T5 80.875-60.875 Diagonal L1 1/2x1 1/2x3/16 314 -3211.93 7435.52 43.2 Pass T6 60.875-40.875 Diagonal L1 1/2x1 1/2x3/16 371 -1838.95 7435.52 24.7 Pass T7 40.875-20.875 Diagonal L1 1/2x1 1/2x3/16 512 -1862.35 7435.52 25.0 Pass T8 20.875-0.875 Diagonal LI I/2x11/2x3/16 522 -2117.72 7405.55 28.6 Pass T1 160.875- Horizontal L3x3xl/4 31 -12433.00 33481.10 37.1 Pass 140.875 T2 140.875- Horizontal L2x2x5/16 70 -1422.57 30525.30 4.7 Pass 120.875 T3 120.875- Horizontal L2x2x5/16 166 -632.96 30525.30 2.1 Pass 100.875 T4 100.875-80.875 Horizontal L2x2x5/16 226 -577.79 30525.30 1.9 Pass T5 80.875-60.875 Horizontal L2x2x5/16 298 -604.76 30525.30 2.0 Pass T6 60.875-40.875 Horizontal L2x2x5/16 388 -630.22 30525.30 2.1 Pass T7 40.875-20.875 Horizontal L2x2x5/16 445 -694.54 30525.30 2.3 Pass T8 20.875-0.875 Horizontal L2x2x5/16 520 -706.63 30525.30 2.3 Pass T1 160.875- Top Girt L3x3xl/4 6 -541.50 33481.10 1.6 Pass 140.875 T2 140.875- Inner Bracing 5/8 133 -13.24 2602.25 0.5 Pass 120.875 T3 120.875- Inner Bracing 5/8 173. -0.80 2602.25 0.1 Pass 100.875 T4 100.875-80.875 Inner Bracing 5/8 266 -0.90 2602.25 0.1 Pass T5 80.875-60.875 Inner Bracing 5/8 342 -0.71 2602.25 0.1 Pass T6 60.875-40.875 Inner Bracing 5/8 435 -0.74 2602.25 0.1 Pass T7 40.875-20.875 Inner Bracing 5/8 474 -0.54 2602.25 0.1 Pass T8 20.875-0.875 Inner Bracing 5/8 531 -1.02 2602.25 0.1 Pass T1 160.875- Guy A@145.125 3/4 604 20576.50 34980.00 58.8 Pass Job Page MxTOwer HYNO031 B 17 of 17 Hudson Design Croup,LLC Project Date 1600 Osgood Street,Building 20 North, 160 Guyed Tower 13:52:51 08/14/12 Suite 2-101 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Metro PCS FAX.-(978)226-5586 kw Section Elevation Component Size Critical P op./I.. % Pass No. ft Type Element lb lb Capacity Fail 140.875 T3 120.875- Guy A@100.958 1/2 615 11805.40 16140.00 73.1 Pass 100.875 T5 80.875-60.875 Guy A@65.9167 1/2 621 11039.80 16140.00 68.4 Pass T7 40.875-20.875 Guy A@38.3125 1/2 624 8375.18 16140.00 51.9 Pass T1 160.875- Guy B@145.125 3/4 598 20688.00 34980.00 59.1 Pass 140.875 T3 120.875- Guy B@100.958 1/2 614 11527.70 16140.00 71.4 Pass 100.875 T5 80.875-60.875 Guy B@65.9167 1/2 620 11061.10 16140.00 68.5 ' Pass T7 40.875-20.875 Guy B@38.3125 1/2 623 8396.41 16140.00 52.0 Pass TI 160.875- Guy C@145.125 3/4 593 20528.10 34980.00 58.7 Pass 140.875 T3 120.875- Guy C@100.958 1/2 610 11590.70 16140.00 71.8 Pass 100.875 T5 80.875-60.875 Guy C@65.9167 1/2 616 10949.20 16140.00 67.8 Pass T7 40.875-20.875 Guy C@38.3125 1/2 622 8313.26 16140.00 51.5 Pass T3 120.875- Top Guy L2 1/2x2 1/2x1/4 612 5739.86 38556.00 14.9 Pass 100.875 Pull-Off@100.958 T5 80.875-60.875 Top Guy L2 I/2x2 1/2x1/4 618 5849.49 38556.00 15.2 Pass Pull-Off@65.9167 T7 40.875-20.875 Top Guy L2 1/2x2 I/2xl/4 502 4946.44 38556.00 12.8 Pass Pull-Off@38.3125 T1 160.875- Torque Arm L3 1/20 1/2xl/4 606 24568.90 54756.00 44.9 Pass 140.875 Top@145.125 T1 160.875- Torque Arm L3 1/20 I/2x1/4 603 17313.10 17293.30 100.1 Acceptable 140.875 Bottom@145.125 Summary Leg(T2) 65.0 Pass Diagonal 76.4 Pass (T2) Horizontal 37.1 Pass (T1) Top Girt 1.6 Pass (T1) Inner 0.5 Pass Bracing(T2) Guy A(T3) 73.1 Pass Guy B(T3) 71.4 Pass Guy C(T3) 71.8 Pass Top Guy 15.2 Pass Pull-Off (T5) Torque Arm 44.9 Pass Top(T 1) Torque Arm 100.1 Acceptable Bottom(T1) RATING= 100.1 Acceptable Hudson Design Groupuc REFERENCE DOCUMENTS metroPCS. Unlimit Yourself. PC Ulm, O ITO) So 2B5 FUMSF ICA ROAD THIRD FLOOR CH THIRD FLOOR ORD MA 01824 TEL(978)244-7200 Unlimit Yourself. FAX(978)244-]240 HYNO031 B &VANCED ENGINEERING GROUP,P.C. i py�.udrw•°�Ia. OAK STREET ICE BARNSTABLE LL�.••- 463 OAK STREET BARNSTABLE,MA 00 BARNSTABLE COUNTY SITE TYPE: BACKHAUL INSTALLATION ON EXISTING GUY WIRE TOWER ENGINEER/LAND SURVEYOR SITE INFORMATION: VICINITY MAP APPROVALS p A PROPERTY OWNER: INDUSTRIAL COMMUNICATIONS SCALE T• LANDLORD: 40 LONE STREET REVISIONS MARSHFIELD.VA 02050U._ • �' FIELD CONST.MGR: TOWER OWNER: INDUSTRIAL COMMUNICATIONS '*0 6 7 V�r- +:It 0 LONE STREET �' RF ENGINEER: 4MARSHFIELD.MA 02050 y R SITE ACOUISI710N AGENT: ARCHITECT/ENGINEER: TOWER OWNER SITE ID: APPUCAM: METRO PCS tiR0 "---- - a os�HF(' _ �' SHEET INDEX 285 BILLERICA ROAD �, 1 y.ryY 0 7/26/12 ISSUED FOR REVIEW CHELMSFORD.MA 01624 +i. _ OWO, DESpUP110N REV. (978)244-7000 REV.j DATE DESCRIPTION DkRNS1ABUE.MA,SITE ADDRESS: 40 OAR STREETr' • L �^y r,Z T-1 TITLE SHEET 0 n b �� V.y —'Yr GN-I GENERAL NOTES 0 CWNIY: BARNSTABLE C-1 SITE PUN 0 Mx0e1t0 e�ow LATITUDE: N 41-40'57.0- ` LONGINDE. W 7O 21'15.0' 3 � A-1 EQUIPMENT/ANTENNA PLAN AND ELEVATION 0 SITE NAME: ZONING CLASSIFICATION: RESIDENCE C DISTRICT(RC) r A-2 CONSTRUCTION DETAILS G HYN0031 B ZONING JUF45DCTI04: TOWN OF BARNSTABLE _ TAX ID PARCEL NUMBER: MAP 194 PARCEL 026-K02 * _ ;�g 1 F .�-' *:" OAK STREET ICE ARCMRECT/ENGINEER: ADVANCED ENGINEERING GROUP,P.C. 34 HEMINGWAY ORNC BARNSTABLE EAST PROVIDENCE.RI 02915 _ _ F _ 1 f POWER COMPANY: NSTAR DO NOT SCALE DRAWINGS ON C NSTAR WAY r5� ' �4 IRE ADDRESS: MA 02090(800)592 WILL -2000 Jam/ CONTRACTOR S VERITY ALL PLANS AND EXISTING DIMENSONS AND CONDITIONS ON THE 403OAKSTREET (800)592 ,SL �A , 1 • JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENIAINE W BARNSTABLEMAO2868 TELEPHONE COMPANY. VERIZON P !jai l WRTRNG OF DISCREPANCIES BEFORE PROCEEDING WITH ME WORK OR BE RESPONSIBLE FOR 185 FRANKLM STREET SAME. BOSTON.MA 02107 (BOO)941-9900a _ ORAN"NC TOLE: SITE ACOUISITION MANAGER: KELLC DUNN PROJECT DESCRIPTION (978)244-7200 TITLE SHEET CONSTRUCTION MANAGER: MVID BEAN DRIVING DIRECTIONS 1.THIS IS AN UNMANNED AND RESTRICTED ACCESS COUIPMENT AND WILL BE USED FOR PIE (97)2N-]20D TRANSMISSON OF RADIO SIGNAL FOR 111E PURPOSE OF PRONGING PUBLIC CELLULAR 8 SERVICE. OPS CONTACT: MIKE WILBANKS HEAD SOUTHEAST ON BILLERICA RD/MA-129 TOWARD EWOTT ST.0.4 NI,TAKE ME RAMP ONTO US-3 S.9.0 MI, 2.THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. D eR mNf NO, (978)244-728D TAKE EXIT 25A 10 MERGE ONTO 1-95 N/MA-128 N/US-3 S CONTINUE TO FOLLOW 1-95 N/MA-128 N.6.1 MI,TARE 3.NO POTABLE WATER SUPPLY IS 10 BE PROVIDED AT MIS LOCATION. EXIT 37A TO MERGE ONTO 1-93 S TOWARD BOSTON.21.3 MI.TAKE EXIT 7 ON THE LEFT FOR MA-3 TOWARD 4,NO WASTE WATER WILL BE GENERATED AT MIS LOCATION. BRAINTREE.0.4 MI,KEEP LEFT AT CONTINUE FORK TO CONUE TOWARD MA-3 S AND MERGE ONTO MA-3 S.42.3 MI. 5.NO SOW WASTE WILL BE GENERATED AT MIS LOCATION. T_-f CONFINUE ON US-6.11.0 M1,TAKE EXIT 5 FOR MA-149/PROSPECT STREET.AT BOTTOM OF RAMP 00 SMUGNT AND 6.METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERMN)WILL MAKE AN AVERAGE OF I I WI ACROSS PROSPECT STREET TO SERVICE ROAD,DRIVE 1.8 MI AND TAKE A RIGHT ONTO OAK STREET,SIZE IS FIRST ONE TRIP PER MONTH AT ONE HOUR PER VISIT. DRNEW'AY ON ME LEFT. ,GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: I. FOR oEPURPOSE OF CONSIRUCIIUN OMWINGS.RIC FOLLOWING OEFINTIONS SHAUL APPLY: 1.ALL CONCRETE WORK SHALL BE N ACCORDANCE WITH THE ACT301.ACT JIB,ACT JJB.ASIA AtB4, 1.WR_.RACEWAY,AND)60PPORT YCMODS AND RARROB'I-COI-V'IH THE NEW EUCMS f1� etroPCS. C R RACTOR-MEMO PCS ASIM A185 AND ME DESIGN O CONSTRUCTION SPECIFIGTION FOR CAST-IN-PUCE CONCRETE. OF ME NEC AND MUCID.A Su6CnNTRAN OR-EETERAI CON TRACTOR(CONSTRUCTION) Unlimlt Yourself. OWNER- ETROPCS MASSACHUSETTS.LUC 2.All CONCRETE SWLLL LAVE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT ZB DAYS,UNLESS 2.SIIBEANIRILIOR SHALL MODIFY F%KIWE CABLE BRAN SYM AS REOUWED TO SUPPORT BY AND OEM-ORIGINAL EOUIPMCNT MANUFACTURER NOTED OTHERWISE.A HIGHER STRENGTH(40OPSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN IWNSPORI CABUNG TO THE NEW BIS COUPYCNB.$INCONRUCTOR SHALL SUOOI MDWfICAT10NS 10 AN ACCORDCE MTN THE ACI 381 CODE REQUIREMENTS CONFRAUW 1M A TMEEWA. 2. PRIOR TO ME SUBMISSION OF BIDS.DIE BIDDING SUBCONTRACTOR SHALL MST ME CCU SIIE 285 BILLERICA ROAD TO FAMILMIZE WIN ME EXISTING CONDITIONS AND TO CONFIRM BRAT ME WORK CAN BE 3.REINFORCING STEEL SNALL CONFORM TO ASPI A 615.GRACE 60.DEFORMED UNLESS NOTED 3.ALL ORCW AAL IS SH BE SEGREGIEO AND MAJNT.VN WARAUY CARE SCPARAIM A REWIRED BY THIRD FLOOR ACCOMPUSHED AS SHOWN ON ME CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND STALL BE OTNERwSE.WELDED WIRE FABRIC SNALL CONFORM TO ASTIM A ISO MELDED STEEL WIRE FABRIC ME NEC AND MCCI BROUGHT TO ME ATTENTION OF CONTRACTOR. UP SS NOTED OTHERWISE.SPLICES SHALL BE CLASS'D"AND ALL HOOKS SHALL BE STANDARD. CHELMSFORD.MA UNo. a.CABLES SHALL NOi W ROUTED IIWdARI LADO[R-SHE CABLE TRAY RUNGS, 01824 3. YL MATERWS FURx15HED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 5.CON CA'0 OF EVBO WAIIL LRWNOWG.Ap i1 CONOCIOR MO d6LL SHALL LWLICO WOI TEL(978)244-7200 AII11 LE CODES.REGULATORS.AND ORDHANCES.SUBCONTRACTOR SPAU ISSUE AIL APPROPRIATE 4.ME FOLLOWING MINIMUM CONCRETE CODER SHALL BE PROMOED FOR REINfORCINC STEEL UNLESS COLOR-Crow INSWAIIM!OR CLECPXAL TAPE D.BRAND 1/2-1 PI.SIO ELECTRICAL TAPE WART W FAX(978)244-7240 HIM ES AND COMPLY WITH ALL LAWS,OPOT IMCCS.RULES.REGULATIONS.AND LA'MLE.ORDERS OF SHOWN OTHERWISE ON DRAWINGS: ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGJNST EARTH........3 IN. PRORGRON.OR EBU L).1.IDU IOFCATON MUHCO SWILL CORM WITH NEC k OSHA AND MAICX THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO FARM OR WEATHER: EOSWG WSIYLAION RLOUIIEMINIS. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND MILRY COMPANY Ae AND LARGER..........................I W. 6.POWER RASE CgAUC10R5 O.L`IONS)SIAL BC VBEIED W1M CdOR-CODED INSULATION OR MCROAL SPECIF1G1OrvS RIND LOCI NOSOJCRORAI.CODES,ORDINANCES AND APPLICABLE REGULATORS. CT AND SMALLER EXPOSED W0 ..........OR IN. CONCRETE NOTLLER10 EARTH OR wEAMEft TAPE(lY BRAD.%WOI PLASTIC ELECTRICAL TAPE WITH W,W RCMo OR[DUAL).RUBE CONdIC10R 5. DRAWINGS PROADED HERE ARE x0i iD BE BCALFO MO ARE INTENDED IO SHOW OIILIxE ONLY. OR NDT CAST AGANSI THE GROUND: CWDR CODES SNALL CONFORM WITH In NEC k OSRA ARD MATCH CXSRNG dSTAIIAION RFOUR(L 1 SLAB AND WALL..........................4T IN. 1.ALL QUEETW COYPONfNIS SHA L BE CLEARLY A6ELED Oq CA'CRAHD IMVf4O P tf[AB[LS.ALL ADVANCED 6. UNLESS NOTED OTHERWISE.THE WORN SHALL INCLUDE FURNISHING MATERIALS. EA S,COUMORT. SCANS AND COLUMNS................US IN. EOIWu00 SHALL BE LABELED TOL W R TIER IAGE RATING.PHASE COXFOUAroN.AWE-CF. APPURRWWCES.AND LABOR NECESSARY TD COMPLETE ALL WSTALLADONS AS INDICTED ON DE 5.A CHAMFER H"SHALL BE PROMIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO.1.4 ACCORDANCE POLAR OR ANPAWD'RATIO.AND MARCH OWCIAI O RUMORS(LE..PANELBGRo AND CROW WS). OENGINEERING GROUP,P.C. DRAWINGS, WIN Ad W1 SECTION 4.2.4. B.PANOBGR➢S To NUMBERS)MD LNTERNA-BRLVEJS(COOIR O AVMWRS)SNARL BE 1. IRE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE MITI fi INSTALLATION OF CONCRETE EXPANSION CLEARLY IARCULD WTH INGRAMIT IAYAD.RUSTIC LABELS. MMUFACTURER'S TEOO EMENDADONS UNLESS SPECIFICALLY STATED OTHOMSE. /WEDGE ANCHOR,ROD AL PER MANMF TO MANUFACTURER'S WRIIEN M RECOMMENDED PROCEDURE.ME ANCHOR BOLT, SHOWN OR ROD SMALL CONFORM TO FACIURERS 9.ALL R wNIPS SHNL BE NI RUSH VIM APPRpkD NRLVC TOOL t0 REupaE SHARP ECOES, ru.v-ter-ra B. O TR SPECIFIED EQUIPMENT CANNOT BE INSTALLED LA SHOWN ON MESS ORAWTNCS.G ME RCCOWPIOUT IN FOR EM ENGINEERING GERM L. HE SHOWN ON ME DRAWINGS.ET REBM SHui1 BE I SUBCONTRACTOR SMALL PROPOSE AN ALTERNATIVE INSIALLARON FOR APPROVAL Br THE CONTRACTOR. CUi WIMOUi PRIOR ENGINEERING APPRWAL wHF.x DRILLING HOLES IN CONCRETE.SPECIAL O.POWER,CONTROL,AND EWAPYEM GROUND WIRING W WBWG OR[M'IMI SHALL BE SINCLE[ONOY[IOP NSPECRONS,REQUIRED BY GOVERNING CODES.SHALL BE STAINLESS STEEL OR HOT DIPPED B34 AAC N LARGER),6OO V.OL R[SISIAO WHN OR RAM-;CLASS B SPURRED COPPER CABLE HIED 9. SUBCONTRACTOR SMALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER AND TI CABLES, GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSEI/REDHEAD OR APPROVE.EOUAL FOR FIT-C(WET MD DRY)OPCRAREN;USIED OR LABELED FOR GE LOCATION AND RACEWAY SYSTEM USED. GROUNDING CABLES AS SHOWN ON ME POWER,GROUNDING AND TELCO PLAN DRAWING. UNLESS OTHERWISE SPEDMO SUBCUNIUCTOR SHALL UTILIZE EXISTING TRAYS MO/OR SHALL ADD NEW TRAYS AS NECESSARY. ).COYCflETE MINDER TESL IS NOT REQUIRED FOR STAB ON GRADE WHEN CONCRETE IS LESS THAN SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH ME CONTRACTOR. 50 CUBIC YARDS II.SUPPLEMENTAL ENIPYCHI GROUND WRWE LOCALIZEDINOWRS SHALL RE SINCLE CONDUCTOR(I6 AWG OR (in Cl IN THAT EVENT ME FOLLOWING RECORDS SNALL RE PRWOED BY ME CONCRETE LABOR).600 V,Oa.RESISTANT WHI OR OAH-2 GREEN wSLM11OV,GLASS B STRApEG COPPER CABLE 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS.PAVENEMS.CURBS.LANDSCAPING SUPPLER: RATIO FDIN W'C(WET AND TRY)OPCMION:USED GR LMDEO FOR THE LOGIION AND BANN.SYSTEM AND STRUCTURES.ANY DAMAGED PART SHAU HE REPLARED AT SUBCONTRACTOR'S EXPENSE TO ME (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. USED.UNLESS OIHERME SPETOOD. SATISFACTION OF THE OWNER. (8)CERTIFICATION OF MINIMUM COMPRESSAE STRENGTH FOR ME CONCRETE GRADE SUPPLIED. TO GREATER WAN 50 CUBIC YARDS NNE CC LULL PERFORM THE CONCREFE CYLINDER IES1. 12.SUPFT[YOOAL CNIPMOI GRdIW VWPNG LOCATED BUOOORS.AR IOUN,GRADE.SHALL u SINCLC I.SUBCDNTPACIOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CONEWTV 13 AVO SOLO TWEED COWER CABLE.UATESS OWERVWE SPECIFIED. CDAXUL CABLES AND OTHER REMS REMOVED FROM ME EOSGNG FACILRY.ANTENNAS REMOVED S.AS AN ALTERNATNC TO REM 7.TEST CYLINDERS SHALL BE MEN INITIALLY AND THEREAFTER FOR 9,w SHALL BE RETURNED TO ME OMNERS DESIGNATED LOCATION. EVERY SO YARDS OF CONCRETE FROM GCN DIFFERENT BATCH PLANT. 13.POWER AND CONSEEl WIRING,HOTINDOING OR roEMW,SMALL RE"n-CONDUCTOR,TYPE R 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED. CABLE(IRA AVG OR LACER),6W I OC-I-RWAT OR MM-2,CLASS B STRAINED CAPER WILE 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. UNLESS FT IS V,FLED BY CYLINDER TESTS THAT COMPRESSOME STRENGTH HAS BEEN ATTANED. PER OF'C(WET AO DRY)OPERATION;WEN WEER AICKET;USTED OR UNrUED FOR TIE LOGRON 3.THE SUBCONTRACTOR SNAG SUPERVISE MO EFRECT THE PROJECT DESCRIBED HEREIN,THE VS[D.UATESS OTHERWISE SPCCFID. SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION YEWS.METHODS. STRUCTURAL STEEL NOTES: I..ALL PEAEN ANTI GRNADWC CONNECTIONS SWILL CE CRAP-SHE,COMPRES_VINE LUGS AND CER ES.SEQUENCES,AND PROCEDURES FOR CCORgNAIING AL PORTIONS TH TIONS OF E WORK UNDER THE 1 ALL STEEL WORK STALL BE PAIN GA TED OR GALVANIZED IN ACCORGANCE WITH THE DRAWINGS AND WWOAES BY EWYAS AND BTS[ (ro EQUAL). LINES AtO WWENU S SAIL BE RATED FOR OPTM N AT W THE COAL' MEMO PCS SPELIRGiTON 25252-000-3PS-GET-D0001 UNLESS OTHERWISE NOTED.STRUCTURAL,STEEL LESS THAN 7YC(97C R AWFLABLE). - ,.SUBCONTRACTOR SHAG NOTIFY ADVANCED ENGINECRWG GROUP,P.C.48 HOURS IN ADVANCE OF SRWL BE ASTu-A-36 UNLESS(IMERMSE NOTED ON MC In SPECIFIC DRAWINGS.STEEL DESIGN, 15,RILEWAY AND CABLE TRAY SWILL RE LISTER OR LABELED FOR DECIRICAL USE W ACLORUMCE WIN CNIGNEER/LAND SURVEYOR I RWG CONCRETE OR DACKRWNC TRENCHES.SEALING ROOF AND WALL PENETRATIONS k POO NSIALATION AND BOLTING SHALL BE IN ACCORDANCE MW ME AMERICAN INSTITUTE OF STEEL DOWNS,FINISHING NEW WALTS OR RNA.ELECIRIGL CONNEEGDNS FOR ENGNEERING RENEW. CONSTRUCTION(ASC)"MANUAL OF STEEL CONSTRUCTION NEW l0.ANSI/IEEE.ANp NEL AAY ICNaax. 15.CONSTRUCTION SHALL COMPLY WITH METRO PCB STIES. 2.ALL WELDING STALL BE PERFORMED USING E70%X ELECTRODES AND WEIDRIG SHALL CONFORM TO IB.-RACEWAY OR CABLE RRAY W21 MATW ME CXCIING-NON Ann PoS�E OY W ASC AN O AMS 01.1.WHERE FILLET WELD SIZES ME NOT SHOWN.PROVIDE ME MINIMUM SIZE PER 11.ELECTRICAL MUAUC TUBING(EMT)OR RED N'W CON GO COO(LE..WO PVC SCNEOULE 40.OR 6,SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS MD CONDITIONS PRIOR TO COMMENCING TAB RISC LE J2.4 IN ME "MANUAL OF STEEL CONSTRUCTION".9TH EDITION.PAINTED SURFACES SHALL BC BW FTC SCREDO TO E FOR LOCAUGHS SUBJECT TO PMSGL DAMAGE)SOUL BE USED FOR EXPOSED ANY WORK.ALL DIMENSIONS OFNT EXISTING CONSMUCDON SHOWN ON THE DRAWINGS MUST BE TOUCHED UP. W,WR LOGOS. LR 1Hn WNu MERITED.SUBCORACYOR SHALL NOTIFY ME CONTRACTOR OF ANY DISCREPANCIES PRIOR TO REVISIONS ORDERING MATERAL OR PROCEEDING-1 CONSTRUCTION. 3 BOLTED CONNECTIONS SILAGE US[BLARING TYPE ASTM A)25 BOLTS(X"P)MO STALL HAVE MINIMUM IB.CICCIGUL YUAAIC WRNG(EMT),[ILCIPoCAL kONMUNlO WCNL(ENT),OR RICO NONLETALUC OF 1W0 BOLLS UNLES'B NOTED OTHERWISE. WHOUT POW PR.SCHEDULE 1.)SWILL BE USED FOR C.C.B.WARM LOGIONS. 17.ME UISTNC CELL SITE IS IN FULL COMMERCIAL OPERATOR. ANY CONS RUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT DIE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING , NON-SMUCRAL CONNECTIONS FOR STEEL GRAUNG MAY USE%-DA ASTM A 307 BOLTS UNLESS 19. IEp STEEL WRRMEOAIE YUNUC CONNIR(ONC)SNALL RE USED FOR OU1000R LOCATIONSEDVIPMENT MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD HE SCHEDULED FOR AN NOTE N CALVAR D OWERMSE. APPROPRIATE WVNFENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER TONIGHT. ABOVE I- APPROPRIATE SINCE ME CELL SITE IS ACB E.ALL SAFETY PRECAUTIONS MUST BE TAKEN MIEN WORKING S.INSTALLATION OF CONCRETE EXPANSION/WEDGE MCHORS SHALL BE PER MANUFACTURER'S WRITTEN 20.RICO NONU.-co.,B.L.BOO PLC SC1®IAC TO OR SW PVC SCI®IAC W)SHALL BE AROUND HIGH LNElS OF ELECTROMAGNETIC RADUnON. EOUPYCM SNWID BE SHUTDOWN PRIOR M RECOMMENDED PROCEDURE.ME ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO ME USED UMDERGWNO.OFFSET,BUREd W AnAB ac OGSIOYAL IIDIT YEF9CLE M.ATK OR CREASED IN PERFORMING ANY WORK THAT COULD E%POSC ME WORKERS TO OANGER.PERSONAL RF EXPOSURE MANUFACTURERS R R UT WITNOAiOx FOR EMBEDMENT DEPTH AL H SHOWN ON ME DRAWINGS.ET RENT,CONOEI[LN IRUS 0f IIEAW VD9CLE 1RATO. MONITORS ME TO UE WORN TO ALERT OF MY DANGEROUS EXPOSURE LEVELS. RE13AR SHALL OC CUT WIMd1I PRIOR GOVERNING CO APPROVAL WREN RFORIC HOLES IN CONCRETE. SPECIAL INSPECTIONS. U.ALLOWABLE BY ELINES. EWES.SHALL BE PERFORMED W ORDER IS STAINLESS 21.LId.O-BCC fLO�G YRNLC COR B (IIgAD IBUR RET)STWL BE USED WOOERS AND SITE WORK GENERAL NOTES: M E.OR HCR'S MAXIMUM ALLowMLE LEADS.ALL BOLTS SNALL BE PROVIDED BY AMSE BE sNEND OR aTmds,wxcR vexUm aCNu M REmuW s HEmED. STEEL E HOT dPPED GALVANIZED.E%PARSON BOLTS SHALL BE PROVDEO 0r RAuSET/REDHEAD OR 21 COEMAI AND IYBAt fID1EG5 SAUL HE 111RFADE.OR COYPUSSION-TYPE AND AWRdED FOR THE 1.ME SUBCONTRACTOR SNALL CONTACT UTILITY LOCATING SCIMCES PRIOR TO DE STUFF OF APPROVED EQUAL. LrcArox USED SO SLREW R.R.ARE OR ACCEPIABLL 0 7�26�12 ISSUED FOR REVIEW CONSTRUCTOR. S.CONTRACTOR SHALL SUBMIT SHOP DRAMICS FOR ENGINEER REVIEW k APPROVAL ON PROJECTS 23. REV.' DATE DESCRIPTION 2.AL EOSnNG ACTIVE SEWER,WATER.CAS.ELECTRIC.AND OTHER UnURES WHEREI R Mq RCEGC STRUCTURAL STIE G MM.1S,DUXES,AYD YS SMALL HE LISTED OR L4HFILD FOR[ILCTROAL USE IN AG.DAOANCE ENCOUNTERED IN ME WORK,SHALL BE PROTECTED Ai ALL TIMES. AND WHERE REOURM FOR MlINA OU A19/ME'ANG VD TU LATU' n v. MAuaO A 1.ALL STRUCTURAL STEEL WORK$BALL BE GONE IN ACCORDANCE WITH AKC SPECIFICATIONS. ME PROPER A EXECUTION SHOULD OF THE WORK,SHALL DC RELOCATED HE DIRECTED BY OR RILLIN N.CABWUS.BO%E5.AW VAMWAYS i0 RATCN HNC C105MD INSIAEIATIIIET WHERE POSSIBLE. xnmDB Mum O: n arDM EXTREME CAUTION SHOULD RE USED SUBCONTRACTOR ME SUBCONTRACTOR WHEN EXCAVATNG OR DOWNG SOIL COMPACTION NOTES FOR SLAB ON GRADE: :xcAW ar - PIERS MOUND OR NEM UELPIES. BUTNOTBEU SHALL PROVDE SAFETY TIONIN)FOR INC 25.Y-D'. SH41&EPDXY-<E E (WEAL)AND LNNOE A NEMA CON O M)OCSONEDTHO 10 SLATS OPEN SPACEWORNING CREW.THIS WILL INCLUDE BUT ING OC UMIPD 10 A)FALL PRO1EC110N B)CONFINED 1.PLACE CRUSHED AS REOTHE A TO R PENOVE VEGETATION AND TOPSOIL i0 EXPOSE NATURAL SUBGRAOE AND (ON SHALL BE PMDW IMP[E(OR COUNJ:AND RATED MRA 1(WI BCRIDN)INDOORS.M MW 3R SPACE C)ELECTRICAL SAFETY O)TRENCHING k E%GVAl10N. PLACE CRUBNED S10NE AS REWIRED. (OR BETTER)WIOOOIS. SITE NAME: 3,AL SITE WORK SHALL BE AS INDICATED ON ME ORAWINGS AND PROJECT SPECIFIGnONS. 2.COMPACTION CCRnRGnON:M INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOMENFIIGL Z.EQUPMCNT GBII IERONAL W.M.NNCION BIDES.AND PAL BOOM SHALL BE CALVARTZW OR HYN0031 B 4.IF NECESSARY.RUBBISH,STUMPS,DEBRIS.MCKS.STONES AND OTHER REFUSE SNALL BE RCHIYICIAN OR ENGINEER IS ACCEPTABLE. EPDXY-COATED SMELT STEEL SNAG MECI OR OELED U 5D.AND RATED DMA I(OR BURR)INDOORS REMOVED FROM THE SIZE AND DISPOSED OF LEGALLY. J.AS M ALTERNATE TO INSPECTION MO WRITTEN CEFDFICARON,ME"UNDISTURBED SOIL"BASE SHALL OR NCW N(OH OCTI[R)WIDOOIIS OAK STREET ICE 5.THE 511E SWILL BE OWED f0 CAUSE SURFACE WATER t0 ROW AWAY FROM ME BIS BE COMPACTED WITH"COMPACTION EQUIPMENT. R US USO BELOW,TO AT LT 90%MODIFIED PROCTOR 27.META RECEPTACLE,SWITCH,MD DEVICE ZG,CE %ES SNALL BE CAIVAM EFOO-CARD N- .M W EOUIPMENT AND TOWER AREAS. MANIMUM DENSITY POOR ASTM 0 1557 METHOD C. CORRW WC;SHLLI MEET OR DOUBT IR SINA AND NERA OS 1;Ap LARD NEW 1(OR BCRER) BARNSTABLE G.COMPACTED SUBBASE SALALL BE UNIFORM AND LE.VELLD.PROVIDE fi"MINIMUM CRUSHED STONE OR INDOORS OR WEATHER PWEELTED(W OR BETTER)OUTDOORS. FILL E EMBANKMENT PLACED SHALL RE PLACED ON FROZEN GROUND.FROZEN MAIERWS. GRAVEL COMPACTED IN 3"UFTS MOVE COMPACTED SON.GRAVEL SHALL BE NATURAL OR CRUSHED WITH 2S WNLIUNLLC R[CEPTACTE.SWITCH AND,OEMCE W%ES STWL YELL M EXCEED NERA ITS 1:AND, SNOW OR ICE SHULL NOT BE PLACED T ANY TILL OR EMBARKMENT.ASMOOTH T Wi PASSING/T M.A RATED NDJA I(OR ROBERT LWOM OR WEATHER PRgECRD(OUP OR ROBERT OIIIDOORS. 7.ME SUB GLIDE SMALL RE COMPALTED AND BROUGHT TO A SMCOM UNIFORM WADE PRIOR TO SITE ADDRESS, (WISHED SURFACE AWHIGnON. S.AS AN ALTERJA E TO ITEMS 2 AND 3.DE SUBCRADE SOILS WITH 5 PASSES OR A MEDOM SIZED OF.WE SUFFE-OFUC1OR SNAG ROPTY AND GBIAW NECESSARY-a-FH THE WN OM E PACIM MURAMRY PLATE COMPACTOR(SUCH AS COMING BPR 30/3B)OR HANO-OBEFORE COY IED SINGLE DRUM BEFORE WORK ON THE AC POWER DISTRIBUTOR PANELS, 463QAKSTT�T S.ALL EXISTING INACTIVECR SCW WATER,CAS,ELECTRIC AND OTHER UTILITIES.WHICH INTERFERE MUB,POLLEN(SUCH AS DOW SW 55C).AND SOFT AREAS THAT ME ENCOUNTERED SHOULD BE ]O n[SCONZPK OWL IOR PBO40C KTlSSARY TAGTAGGING;. O4 iCE 9101ERS,CABLES AW TABLE MILDTAE M W THE EXECUTION OF WE WORK.SHIALL UDG BE RENEWED MD/OR CAPPED.PCED OR REM W OVED AND REPLACED WITH A WELL a--FILL AND COLA-Mal AS MP2 06TROUrox PARE FIT AC GE WIN TIE APPLICABLE DEEMS AND 9ADW75 ToSA3ECWRD OTHERWISE DU TINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE COMPACTION EQUIPMENT: AWEST UPE AND PREMED. WORK.SUBJECT TO THE APPROVAL OF ENGINEERING.OWNER AND/OR LOCAL UnUDES. ORAWINC TIRE: 9.ME RAGS OF PC CMICBS"PROPERTY DISTURBED BY ME WORK AND NOT COVERED BY THE 1 'D OP BED DOUBLE DRUM,MDRAIORY ROLLER,MERATORY PLATE COMPACTOR OR JUMPING JACX 31.ALL DECIRGL WORK Sl4L a PCRIOGY[D IN ACCORDANCE-THE PWECT SPCGIILTRENS NCG BOWER,EQUIPMENT OR DRIVEWAY.SHALL RE GRApW TO A UNRORM SLOPE AND STABILIZED TO COMPACTOR. AND ALL APPLICABLE BEGAN.COBS' PREVENT[POSTER M SPEDDW IN THE PROJECT SPOCIRCATIONS. CONSTRUCTION NOTES: Cl CGRO 6 EA BIOS ARE EO.�MATE.SDWNTRADOR OWL NSiA I COIGNES SD MAI ACCESS TD GENERAL NOTES 10.SUBCONTRACTOR SHALL MINIMIZE DISNflCANCE TO COST NO 97E WRING CONSTRUCTION. EROSION CONTROL MEASURES.P REQUIRED DURING CONSTRUCTION,SMALL BE IN CONFORMANCE 1.FIELD VCRIFIGRON: i WITH DIE LOCAL GUOEURES FOR EROSION MO SEDIMENT CONTROL SUBCONTRACTOR SMALL FIELD VERIFY SCOPE OF WORK,METRO KS ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 11.ME SUBCONTRACTOR SHALL PROVIDE SIM SIGNAGE IN ACCORDANCE WITH ME MEMO PCS SPECIFICATION FOR SITE SIGNATE, 2. WORK: DRIVING OF W DRAWING N0: SUBCONTRACTOR SHALL COGRGINA C RF WORK AND PROCEDURES WITH CONTRACTOR. !.GABLE LADDER HALK: G N-1 SUBABLE LA OH SHALL NRNJSH AND IrvSIALL CABLE 1A00ER FACE.GABLE TRAY.AND CONDUIT M REQUIRED TO SUPPORT CABLES TO THE NEW B1S LOCATION. i SFRV'CF ROAD td"JCANL !i:G11WAY C'AS) RR"6 metr'OPCS �• ��--v'�:-,i-v�-•�-•.,;,�� Jam.-. -�.''�rv-'.�..."�-j� UnlimRYourself. .J 288 I FLA ROAD THHIRDRD FLOOR \\ CHE DS82 D,MA TEL(978)2aa-7200 ` FA%(978)24a-7240 p'�l+ WVANCED ERINO GROUP,P.C. %i , 1 f wey�.y sa�m.n Mao I rl c<:_+ar �Jf` I /,../ i - RES/DENT/AL FO/STR/CT �i. u� t 1" RES/D `J w.s'0 ai"u r .n ENT/AL_COlsml .T -L\ .ENGINEER/LAND SURVEYOR f .�• INrwc._. .,\\,7/ Q O < 'r- µREVISIONSIN ♦ 0 7/26/12 ISSUED FOR REVIEW REV. .o.DATE DESCRIPTION s.avx lam` 6 �P HYNO031B OAK STREET ICE < BARNSTABLE 1 POAO' s0 G SITE ADDREss: 170� AHiOAKSTRE=f DRAWING TI1LE: Y+a��N { N,••y JJ STE PLAN 4,:R:CJ a9a 1 I _ / •� � �r-"V I SITE PLAN aesum.,sm,QsmsPaa+�woPo.i.Nmiu,sams LEGEND DRAW NC NO mE mn a eumi,sc SCM�— }.YR,IXS,IS iuQtl CROP itE Q0351 Pdll Y COJWP:i i0 PPpPOitt UAti VI-NNa 40' 2W o' +v 90' 01 I . metroPCS. 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BURIED CONDUIT DETAIL CONDUIT DETAIL SIDE ELEVATION FRONT ELEVATION oI a IS a NIS L= 9'w 1- doo"o'� ry0'"uaz h ENGINEER/LAND SURVEYOR e2'MICROWAVE DISH ANTENNA DETAIL e2'MICROWAVE DISH ANTENNA MOUNT z rz HIS REVISIONS eGROUND WIRE TO CIGBE DETAIL 1"yy_ ,H°I, �sy "aarmx Z 0 7/26/12 ISSUED FOR RENCW NIS SECTION A—A �nlmy" � REV.i DATE DESCRIPTION I w sxmN ':III I _ _ I � 'HE NAME.oacv w �¢ I I EA I HYNO031B OAK STREET ICE I j l r�ma •• p n y �� mwm BARNSTABLE •1=, � I f J F_L. Aw. , m "goo ah I �w� A_aNTv � I mR"cov�'iu�io u® SITE ADORESSCRI�.OAICSIAffE F _. .(II Rl w•R � s llll I ` flNU4SEABlEMA0190 DRAWING TIDE: „'•" - I 1 ——— CONSTRUCTION DETAILS m.w ton swatwA wars¢ DRAWING N0: eVERTICAL INNERDUCT/COAX DETAIL eHORIZONTAL INNERDUCT/COAX DETAIL eDISH ANTENNA WIRING SCHEMATIC /� NTS NIS rs „ 2 2 N r BARNSTABLE, MA II LAT: 41°40'57" N LON: 7002115" W FAA: 83-ANE-220-OE GROUND: 170' FCC REGMUM: 1006320 gREcnoN A O rW m E-1 O Iw rt. iREOUENCY x/. 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COLOR CODE J-xu[/u'Arz A TYPE Ax0¢wS a�uDluxKs-aGt ii ' NOUNRNG •RP[GSx•�wxT 120 ET_ NOTES 100 RO ET_ J 60 R_ AO ET_ 20 FT_ Industrial Communications DR,xJ,�:R2A PPoMEO Ox:AugvJ1 n,AJ 1 1 RfYJ$ED Pv:AuquJJ)1,I011 ERICSSON '0 Commercial in confidence PRODUCT SPEC. 49 (73) Prepared(also subject responsible if other) No. EMWJF 1301-UKY 210 40+Uen Approved Checked Date Rev Reference EAB/FGM/X(U Wallgren-Malmberg) 2011-09-06 DA 4.1.4 ANT2 0.6 HP (7-42 GHz) . o 38.1 LBS Antenna. I 0 [MMJ 280 Id 656 Anten6aa,slide and front view25.82ff 665 o 298 [mm] 0115 Antenna, top view. i � � � � � � �� Cr] � � � �- � � � o � �- O � �, � � _ � � . °' � y � � � s � � - ' d1 . . .T. . .Mobile . ._ ? T-MOBILE NORTHEAST, LLC t 15 COMMERCE WAY, SUITE B NORTON, MA 02766 3 t OFFICE:(508) 286-2700 FAX: (508) 286-2893 JC ENGINEERING, INC. O ' 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 OFFICE: (508) 273-0377 FAX: (508) 273-0367 NET OAK STREET ( NYNEX) OF JOHN L. CHURCHILL JR. CIVIL 463 OAK STREET NO. 4J807 BARNSTABLE, MASSACHUSETTS 02668 r +� 1 APPROVALS - SITE NO: 4 D R 1 04 2 C T-MOBILE LANDLORD i A LEASING R.F. ZONING SITE TYPE: GUYED TOWER CONSTRUCTION d A/E PROJECT NO: 4DRID42C GENERAL NOTES VICINITY MAP SCALE: 1" 1000 SHEET INDEX PROJECT SUMMARY - + ORACYN BY: t BMB 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH IO.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL 'P "- -"s �y fir - 19 `L, .p.:� '.,.,may._ p ti.� SHT. REV. ++ ALL LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL NECESSARY CONSTRUCTION CONTROL SURVEYS. \M O ( .(9a%1TQ ,¢J c DESCRIPTION SITE NUMBER: 4DR1042C CHECKED BY: „",.' ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY ESTABLISHING AND MAINTAINING ALL LINES AND GRADES 1�1�Y. Ta° 4 V �w.`�a NO. NO. � COMPANY SPECIFICATIONS, AND LOCAL AND STATE REOUIRED TO CONSTRUCT ALL IMPROVEMENTS AS P -b ;z, { 1, gfr-� 1e)SS•:'^ T-1 TITLE SHEET 7 SITE NAME: NET OAK STREET(NYNEX) r JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF SHOWN HEREIN. -.(1L A ti„�,,(4 ,s &g; 1 ? + a h SUBMITTf\IS 1 THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE 1y,THE CONTRACTOR SHALL BE RESPONSIBLE FOR +1 -� � I - 1y�,j)f q ..may" •\,r r/i(� d ¢�'r SITE ADDRESS: 463 OAK STREET - L MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY ~ 11(/�\ 9 /j{ /+ ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. BE REQUIRED FOR THE WORK BY THE •��( L` ..� b /; BARNSTABLE, MA 02668 ,,;„ ' ARCHITECT ENGINEER, THE STATE. COUNTY OR LOCAL 0�Eyfl', O � ..,1.; GN-1 GENERAL NOTES 1, p 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET GOVERNMENT AUTHORITY. 1 v' o !-I�•' tJ tV� FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE �, o �✓ v r? ASSESSOR'S PARCEL NO.: MAP 194. LOT 26-XO1 COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS ` ) •n /�0 Vtly`�. JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR TO PROTECT EXISTING IMPROVEMENTS. EASEMENTS. o U �>> `I3I��' P��z ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL PAVING, CURBING. ETC. DURING CONSTRUCTION. UPON ,Ni�.U: (,j fl'{{;/++�'� /_r~� F A-1 COMPOUND PLAN & ELEVATION 1 ZONING DISTRICT: RF NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ! 1 r n.pl z _ 1 4/16/14 FOR FINAL•pQ VIEW >^' PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO ' i CONSTRUCTION TYPE: MODERNIZATION UPGRADE O 4/10/14 ISSUED FOR,REVIEW e.:.. INTENT OF THESE DOCUMENTS. CONSTRUCTION ON OR ABOUT THE PROPERTY. = - ,� 8 tl� �tif ` S-1 EOUIPMENT & ANTENNA DETAILS 1 3.THE CONTRACTOR OR BIDDER-SHALL BEAR THE RESPONSIBILITY 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA 6' ! Ty�Yj'id' PROPERTY OWNER: INDUSTRIAL TOWER &WIRELESS, LLC THIS DOCUMENT IS THE CREAn 0N. OF NOTIFYING(IN WRITING)THE PROJECT OWNER'S CLEAN AND HAZARD FREE DURING CONSTRUCTION AND ri;t R Q 'C '-1 \� as�.fIlY 40 LONE STREET (} a( DESIGN, PROPERTY AND COPYRIGHTED REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS DISPOSE'OF ALL DIRT, DEBRIS. RUBBISH AND REMOVE G� c� -`--.:- - r i S '\ MARSHFIELD, MA 02050 WORK OF T-MD&LE NORTHEAST,LLC. PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR EQUIPMENT NOT SPECIFIED AS REMAINING ON THE t(r .�p L. 1'" E'1 ELECTRIC & GROUNDING DETAILS 1 ANY DUPLICATION OR USE WITHOUT PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE PROPERTY.PREMISES SHALL BE LEFT IN CLEAN .�; 7 „\.�'�--f. M�1,/�- Y EXPRESS WRITTEN CONSENT IS CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE CONDITION AND FREE FROM PAINT SPOTS, DUST, OR f` ��M1+n(�rr' W" APPLICANT: T-MOBILE NDIAORTHEAST,LLC STRICTLY PROHIBITED. DUPLICATION AND /�j.�J \ U USE BY GOVERNMENT AGENCIES FOR WORK, UNLESS DIRECTED IN WRITING OTHERWISE. SMUDGES OF ANY NATURE. c,� { 'O } })Y%A' N�� 15 COMMERCE WAY, SUITE B THE PURPOSES OF CONDUCTING THEIR $€ n','Z AT +# NORTON, MA 02766 LAWFULLY AUTHORIZED REGULATORY 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL 14,THE CONTRACTOR SHALL COMPLY WITH ALL OSHA �; 7 /� �)'`�- .• �\ yl r J AND ADMINISTRATIVE FUNCTIONS IS MATERIALS. EOUIPMENT, LABOR AND ALL OTHER MATERIALS REQUIREMENTS AS THEY APPLY TO THIS PROJECT. •"}'"^ L )Y*{qp!c" - .. SPECIFICALLY ALLOWED. AND LABOR DEEMED NECESSARY TO COMPLETE THE 15.THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S jb a aA71 �'.t! ,.11 GINEERING. INC. WORK/PROJECT AS DESCRIBED HEREIN. --. i - V ...r` ENGINEER: 2854N CRANBERRY HIGHWAY REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY f�: r�1� 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS E. WAREHAM, MA 02538 4 D R 1 I O 4 G C SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION �O� "�.4! .a. .,,':f.f O -�{. }� •,rj HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT OF THE WORK THAT IS IN CONFLICT UNTILCONFLICT IS ,F i �Ii , `. 6 qj�£,, NET OAK STREET THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH RESOLVED BY THE LESSEE/LICENSEE REPRESENTATIVE. THE CONTRACT DOCUMENTS, d- -_` I r � (NYNEX) 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE 16.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, PROJECT OWNER'S REPRESENTATIVE TO PROCEED WITH ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. - J�+- �,,,y„ `jT k a"' 463 OAK STREET CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT 17.ALL UNDERGROUND UTILITY INFORMATION WAS ' BARNSTABLE, MA 02668 CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ DETERMINED FROM SURFACE INVESTIGATIONS AND ' CONTRACT DOCUMENTS. EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL 7,THE CONTRACTOR SHALL INSTALL ALL EOUIPMENT AND LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR SHEET TITLE j MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL ). SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO DO N 0 T SCALE D R A WI N G Sj� j CODES OR ORDINANCES TAKE PRECEDENCE. ANY EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, ME. TITLE SHEET NH, RI, VT): 1-888-344-7233 CALL BEFORE YOU DIG - 8.THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION - DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS (CT): 1-600-922-4455 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING II ' AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL BY ALL PERSONNEL INVOLVED WITH THE PROJECT. IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT THE WORK OR BE RESPONSIBLE FOR SAME {IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH! SHEET NUMBER DESCRIBED HEREIN, THE CONTRACTOR SHALL BE SOLELY . + RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, ' TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR T COORDINATING ALL PORTIONS OF THE WORK UNDER THE I —l CONTRACT. JCE a:'2617 s 1 • . •T� • •Mobile CONCRETE AND REINFORCED STEEL NOTES: ELECTRICAL INSTALLATION NOTES: GENERAL NOTES: T-MOBILE NORTHEAST, LLC 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301.ACI 318.ACI 336,ASTM A184, 1. WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF 15 COMMERCE WAY, SUITE B CONTRACTOR- T-MOBILE ASTM A185.AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. THE NEC AND TELCORDIA. NORTON. MA 02766 SUBCONTRACTOR- GENERAL CONTRACTOR(CONSTRUCTION) 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS 2. SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED 70 SUPPORT RF AND OFFICE:(508) 286-2700 OWNER- T-MOBILE OEM-ORIGINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE. A HIGHER STRENGTH(4000PS1)MAY BE USED. ALL CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO FAX: (508) 286-2893 ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS. CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615.GRADE 60.DEFORMED UNLESS NOTED OTHERWISE. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED NEC AND TECORDIA. JC ENGINEERING, INC. ATTENTION OF THE CONTRACTOR. OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS"B"AND ALL HOOKS SHALL BE STANDARD.LINO. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 2854 CRANBERRY HIGHWAY CODES.REGULATIONS. AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN 5. EACH END OF EVERY POWER, GROUNDING,AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH EAST WAREHAM, MA 02538 COMPLY WITH ALL LAWS,ORDINANCES,RULES.REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC OTHERWISE ON DRAWINGS: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND. 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. CONCRETE CAST AGAINST EARTH.........3 IN. PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH THE NEC AND OSHA, AND OFFICE: (508) 273-0377 CONCRETE EXPOSED TO EARTH OR WEATHER: MATCH INSTALLATION REQUIREMENTS. FAX: (508) 273-0367 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY p6 AND LARGER........2 IN. SPECIFICATIONS AND LOCAL.STATE AND FEDERAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE p5 AND SMALLER&WWF......14 IN. 6. POWER PHASE CONDUCTORS(I.E..HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: ELECTRICAL TAPE(3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL). S. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL.........}IN. PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC AND OSHA. BEAMS AND COLUMNS.......Ij IN. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. OF SS 6. UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, 5. A CHAMFER>)'SMALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,LINO.IN ACCORDANCE WITH ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING.PHASE CONFIGURATION, WIRE APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE ACI 301 SECTION 4.2.4. CONFIGURATION,POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E..PANELBOARD AND Gf DRAWINGS. CIRCUIT ID'S). JOHN L. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIAL IN ACCORDANCE WITH THE 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTENCH,URCHILL JR. 8. PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE -4 MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE RECOMMENDED PROCEDURE. THE ANCHOR BOLT,DOWEL.OR ROD SHALL CONFORM TO THE MANUFACTURER'S CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. V CIVIL. In RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. 9, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. NO. 41807' SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. REQUIRED BY GOVERNING CODES.SMALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED 10. POWER.CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER,TI CABLES AND GROUNDING GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY SIMPSON OR APPROVED EQUAL. CONDUCTOR(p34 AWG OR LARGER), 600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER QI CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING.SUBCONTRACTOR SHALL UTILIZE CABLE RATED FOR 90'C(WET AND DRY)OPERATION; LISTED OR LABELED FOR THE LOCATION AND EXISTING TRAYS AND OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE 7. CONCRETE CYLINDER TIES ARE NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50. RACEWAY SYSTEM USED.UNLESS OTHERWISE SPECIFIED. ACTUAL ROUTING WITH THE CONTRACTOR AND/OR LANDLORD PRIOR TO CONSTRUCTION. CUBIC YARDS(IBC1905.6.2.3)IN THAT EVEN THE FOLLOWING RECORDS SMALL BE PROVIDED BY THE CONCRETE SUPPLIER: 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(p34 AWG 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIER'S PLANT. STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTORS EXPENSE TO THE (a)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS-B STRANDED COPPER SATISFACTION OF THE OWNER. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. CABLE RATED FOR 90'C(WET AND DRY)OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE SPECIFIED. ,APPROVALS 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 8. AS AN ALTERNATIVE TO ITEM 7,TEST CYLINDER SHALL BE TAKEN INITIALLY AND THEREAFTER FOR CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE. SHALL BE SINGLE CONDUCTOR p2 AWG SOLID TINNED COPPER CABLE.UNLESS OTHERWISE SPECIFIED. T-MOBILE 12: SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION AND RETURN DISTURBED AREAS TO 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT ' ORIGINAL CONDITIONS. IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. 13. POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT.SHALL BE MULTI-CONDUCTOR.TYPE TC LANDLORD CABLE(p34 AWG OR LARGER),600 V.OIL RESISTANT THMN OR THWN-2. CLASS BE STRANDED COPPER 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CABLE RATED FOR 90'C(WED AND DRY)OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LEASING SUBCONTRACTOR'SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES. LOCATION USED,UNLESS OTHERWISE SPECIFIED. SEQUENCES,AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. STRUCTURAL STEEL NOTES: R.F. 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE.COMPRESSION WIRE LUGS AND 14. SUBCONTRACTOR SHALL NOTIFY JC ENGINEERING INC.48 HOURS IN ADVANCE OF POURING CONCRETE WIRENUTS BY HARGER(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS OR BACKFILLING TRENCHES.SEALING ROOF AND WALL PENETRATIONS AND POST DOWNS,FINISHING NEW T-MOBILE SPECIFICATIONS UNLESS OTHERWISE NOTED. STRUCTURAL STEEL SHALL BE ASTM-A-36UNLE5$ ZONING OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE THAN 75'C(90'C IF AVAILABLE). WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ELECTRICAL RENEW. IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)"MANUAL OF STEEL CONSTRUCTION NE 15. CONSTRUCTION SHALL COMPLY WITH ALL T-MOBILE STANDARDS AND SPECIFICATIONS. CONSTRUCTION'. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA. UL.ANSI%IEEE AND NEC. A/E 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM-70 AISC 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. AND AWS DI.I. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR THE AISC'MANUAL OF STEEL CONSTRUCTION 9TH EDITION. PAINTED SURFACES SHALL BE TOUCHED UP. 17. ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40 OR PROCEEDING WITH CONSTRUCTION. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE'SHALL BE USED FOR E%POSED 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS()'O)AND SHALL HAVE MINIMUM INDOOR LOCATIONS. ) PROJECT NO: 4DR70a2C 17. THE EXISTING CELL SITES ARE IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY OF TWO BOLTS UNLESS NOTED OTHERWISE.ALL BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL ' SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING IS. ELECTRICAL METALLIC TUBING(EMT)ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC EOUIPMEN7 MUST BE COORDINATED WITH CONTRACTOR. ALSO,WORK SHOULD BE SCHEDULED FOR AN 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE I"0 ASTM A 307 BOLTS(GALV)UNLESS DRAWN BY: BMB APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. NOTED OTHERWISE. - CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR.CONCEALED INDOOR LOCATIONS. 18. IF THE EXISTING CELL SITE IS ACTIVE.ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER RENEW&APPROVAL ON PROJECTS 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS CHECKED BY: JLC AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO REQUIRING STRUCTURAL STEEL. ABOVE GRADE. PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 6. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 20. RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE SUBMITTALS ' USED UNDERGROUND; DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIOUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIOUID-TITE FLEX)SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS.WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF I. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBCRADE AND CONSTRUCTION. PLACE CRUSHED STONE AS REQUIRED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 2. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED 1 4/16/14 FOR FINAL REVIEW WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. 23. CABINETS,BOXES AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 0 4/10/14 ISSUED FOR REVIEW WORK,SHALL BE RELOCATED AS DIRECTED BY THE ENGINEERS. EXTREME CAUTION SHOULD BE USED BY WITH NEMA,UL. ANSI/IEEE AND NEC. THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL"BASE SHALL SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A BE COMPACTED WITH'COMPACTION EQUIPMENT', LISTED BELOW, TO AT LEAST 907 MODIFIED PROCTOR 24. CABINETS.BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. THIS DOCUMENT IS THE CREATION. DESIGN. PROPERTY AND COPYRIGHTED FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION. MAXIMUM DENSITY PER ASTM D 1557 METHOD C. 25. WIREWAYS SHALL BE EPDXY-COATED AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN WOR (GRAY) K DF T-MOBILE NORTHEAST,LLC. ( ANY DUPLICATION OR USE WITHOUT 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. COMPACTED SU88ASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6'MINIMUM CRUSHED STONE OR DOWNWARD: SHALL BE PANDUIT TYPE E(OR EQUAL); AND RATED NEMA 1 (OR BETTER)INDOORS, OR NEMA EXPRESS WRITTEN CONSENT IS GRAVEL COMPACTED IN 3'LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 3R(OR BETTER)OUTDOORS. STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMEN7 AGENCIES FOR 4. IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES,AND OTHER REFUSE SHALL BE REMOVED 100%PASSING®1 SIEVE. THE PURPOSES OF CONDUCTING THEIR FROM THE SITE AND DISPOSED OF LEGALLY. 26. EQUIPMENT CABINETS, TERMINAL BOXES.JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR LAWFULLY AUTHORIZED REGULATORY ' 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBCRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER)INDOORS, AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND VIBRATORY PLATE COMPACTOR(SUCH AS BOMAG BPR 30/38)OR-HAND-OPERATED SINGLE DRUM OR NEMA 3R(OR BETTER)OUTDOORS. TOWER AREAS. VIBRATORY ROLLER(SUCH AS BOMAG BIN 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE ' REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. 27. METAL RECEPTACLE. SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED OR 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) 4DR1042C OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. ' 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT 70 A SMOOTH UNIFORM GRADE PRIOR TO COMPACTION EQUIPMENT: 28. NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS T: AND NET OAK STREET FINISHED SURFACE APPLICATION. 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR, OR JUMPING RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. (N YN E X) B. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC.AND OTHER UTILITIES,WHICH INTERFERE WITH JACK COMPACTOR. 29. THE SUBCONTRACTOR SHALL N071FY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR 463 OAK STREET TH EXECUTON OF THE WORK.SHALL BEDISCONTINUEDATT POINTS WHICH WILL NOTR RINTERFERE WITH THE EXECUTION Of THE WORK.SUBJECT TO THE CONSTRUCTION NOTES:EMOVED AND/OR CAPPED,PLUGGE.OR OTHERWISE BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. BARNSTABLE, MA 02668 APPROVAL OF THE ENGINEERING,OWNER AND/OR LOCAL UTILITIES. 1. FIELD VERIFICATION: 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,T-MOBILE ANTENNA PLATFORM LOCATION AND DISTRIBUTION PANELS IN ACCORDANCE NTH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD SHEET TITLE 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, UTILITY TRENCHWORK. AGAINST LIFE AND PROPERTY. EQUIPMENT,OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 2. COORDINATION OF WORK: 31. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. AND ALL APPLICABLE LOCAL CODES. GENERAL NOTES 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL 3. CABLE LADDER RACK: 32. CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY AND/OR ICE BRIDGE.AND EQUIPMENT IS NOT BLOCKED. CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE 7-MOBILE SPECIFICATION SHEET NUMBER FOR SITE SIGNAGE. GN- 1 JCE 2617 t ANTENNA ORIENTATION KEY • ■ •T■ ■ •Mobile T-MOBILE NORTHEAST, LLC NOTE: io 15 COMMERCE WAY, SUITE B NORTON, MA 02766 FINAL RFDS ER TO SECTOR C z SECTOR A OFFICE:(508)286-2700 FOR AZIMUTH ORIENTATION FAX: (508)286-2893 SECTOR 8 EQUIPMENT SCHEDULE JC ENGINEERING, INC. CURRENT EQUIPMENT 2854 CRANBERRY HIGHWAY - - EAST WAREHAM. MA 02538 �T�OP OF GUYED TOWER_ - SIX(6)APXV18-206515E PANEL ANTENNAS ^I V ELEV: 160-0 t- - THREE(3)APX16DWV-15DWVS PANEL ANTENNAS OFFICE: (508) 273-0377 - EIGHT(8)GSM TMA'S FAX: (508)_273-0367 m - THREE (3)UNITS TWIN TMA'S -m CTR. OF(E ANTENNAS B' OTHERS- - - TWELVE(12) 1-1/4" COAX CABLES Y ELEV: 153'-O" t - ONE (1) ERICSSON RBS 2206 EOUIPMENT CABINET - ONE (1) ERICSSON RBS 3206 EQUIPMENT CABINET N OF, - ONE (1)GPS/LMU ANTENNA - k4 (E)GUY WIRE(TYP.)X_i; (E)APXVIB-206515E PANEL ANTENNA TO BE ��'": q� - REMOVED AND REPLACED WITH(P)AIR PANEL EQUIPMENT TO BE REMOVED (� AN (2 PER SECTOR, TOTAL OF 6) _ SIX(6)APXV18-206515L PANEL ANTENNAS JOHN L:. - THREE(3)APX16DWV-16DWVS PANEL ANTENNAS CHURCHILL. JR. TR_OF(E T-MOBILE ANTENNA - SIX (6)GSM TMA'S .0 ,CIVIL ELEV: 140'-0' t EQUIPMENT TO BE ADDED NO. 41807- (E)AWS TWIN TMA TO BE RELOCATED TO - SIX (6) AIR PANEL ANTENNAS + x POSITION 1 (1 PER SECTOR, TOTAL OF 3) - THREE (3)7/8" DC/FIBER CABLES C/ P (E) APX16DWV-16DWVS PANEL - TWO(2)SPD UNITS L / `(E)CHAIN LINK FENCE(TYP.) \ �_O ( AN NNAS BY OTHERS- - ANTENNA BE REMOVED ELEV: (0_ t (1 PER SECTOR. OR, TOTAL Of 3) FINAEQUIPMENT CONFIGURATION + X - SIX(6)AIR PANEL ANTENNAS / - THREE(3) TWIN - THREE (3) 7/8 7/B"DC/FIBERiBER CABLES - TWELVE(12) 1-1/4" COAX CABLES } - - ONE(1) ERICSSON RBS 2206 EOUIPMENT CABINET APPROVALS (E) TWELVE(12) 1-1/4" COAX CABLES - ONE (1) ERICSSON RBS 3206 EOUIPMENT CABINET ONE m / T-MOBILE - TWO(2) SPDUN 75 ANTENNA - C, + LANDLORD EXISTING EOUIPMENT SPACE REQUIREMENTS WILL NOT CHANGE LEASING (E)CONC. BLOCK / R.F. (E)STAIRS / RF CONFIG. - 2C ZONING } 0 - CONSTRUCTION SCOPE OF WORK (E)ICE BRIDGE(OTHERS) `E1`O'CT' t 1. REMOVE EXISTING(9)PANEL ANTENNAS AND (8) GSM TMA'S A/E (E)160'GUY TOWER �(E)MANHOLE 2. INSTALL PROPOSED( AIR PANEL ANTENNAS + / (E) 160'HIGH (P)THREE(3)7/8'DC/FIBER CABLES 3. RECONNECT EXISTING COAX TO PROPOSED AIR PANEL ANTENNAS (E)CONC. EQUIPMENT GUY TOWER 4. ROUTE PROPOSED DC/FIBER CABLES TO PROPOSED ANTENNAS PROJECT NO: PAD(OTHERS) SECTOR ALPHA + -4DR1042C AZIMUTH / DRAWN BY: BM� \ (E)SHELTER + CHECKED BY: JLC \ (OTHERS) SUBMITTALS \ + (E)(12) 1-1/4" \ (E)GAS TANK ' COAX CABLES / + (P)(3)7/8- (E)SHELTER I \DC/FIBER CABLES + \ + (E)CONC. BLOCK 1 4/1 /14 FOR FINAL REVIEW F 4/10/141SSUED FOR REVIEW O (E)CHAIN LINK FENCE(TYP.) i THIS DOCUMENT IS THE CREATION, F- } DESIGN, PROPERTY AND COPYRIGHTED WORK 7-MOBILE NORTHEAST,LLC. DU +\N ANY DUPLICATION OR U U 4 STPRESS WRITTEN CONSENT IS + STRICTLY PROHIBITED. DUPLICATION AND + / , USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING EGULA THEIR LAWFULLY ISTA71VE REGULATORY AND ADMINISTRATIVE FUNCTION$IS } (E)SHELTER I SPECIFICALLY ALLOWED. +� 4DR1042C NET OAK STREET COMPOUND PLAN , ) 463 OAK S STTREET SCALE: 1" = 10' q-1 I ' - � BARNSTABLE, MA 02668 0 5' 10' 20' SHEET TITLE GROUND LEVEL SCALE: 1' = 10' ELEV: 0-0 t COMPOUND PLAN & ELEVATION ) I ELEVATION I SHEET NUMBER SCALE: 1" = 10' A-1 O 5' 10' 20' A 1 SCALE: 1' = 10' ' JCE R: 2617 c _ (E)GSM TMAS TO BE REMOVED • • .T� . •Mobile (TOTAL OF 8) T-MOBILE NORTHEAST,LLC 15 COMMERCE WAY, SUITE B (E)APX16DWV-16DWVS PANEL NORTON, MA 02766 ANTENNA TO BE REMOVED(1 PER OFFICE: SECTOR, TOTAL OF 3) FAX: (508))286-2 93 700 (P)AIR PANEL ANTENNAS(2 5 PER SECTOR, TOTAL OF 6)ON JC ENGINEERING, INC. EXISTING ANTENNA MOUNT S-1 (E)AWS UNITS TMA TO BE 2 CRANBERRY HIGHWAY RELOCATED TO POSITION 1 EAST WAREHAM, MA 02538 ' (1 PER SECTOR, TOTAL OF 3) - (E) ANTENNA MOUNT TO REMAIN OFFICE: 508) 73-03 77 FAX: (508) 273-0367 (E)APXVIS-206515L ANTENNAS TO BE (1 PER SECTOR, TOTAL OF 3) REMOVED(2 PER SECTOR, TOTAL OF 6) E GUYED GUYED TOWER - TOWER _ OF k'SS JOHN. (E)GSM TMA(ALPHA)TO ,CHURCHILL JR.: I �BE REMOVED EVIL ( (E) AWS UMTS TMA TO BE NO. 41807 1 RELOCATED TO POSITION 1 (1 PER SECTOR, TOTAL OF 3) `. ) (E)CPS ANTENNA (E) ANTENNA PLAN (P) ANTENNA PLAN 2 ' TO REMAIN APPROVALS (E)ICE BRIDGE � SCALE: NOT TO SCALE � S_1 SCALE: NOT TO SCALE 5_1 T-MOBILE LANDLORD LEASING 1/2- ' (E) TWELVE(12) 1-1/4- R.F. COAX FEEDER CABLES HUNG FROM CEILING i (E) DOOR ZONING CONSTRUCTION (P)(3)7/8-DC/FIBER CABLES I I M!L A/E HUNG FROM CEILINL�-� (P) ANTENNA TO BEMOUNTED TO(E)SUPPORT PIPE PER MANUFACTURER'S REQUIREMENTS PROJECT NO:(P)AIR ANTENNACLAMP(TYP. OF 2) AN (E)DESK DRAWN BY: BMB (E)ANTENN CHECKED BY: JLC SUPPORT PIPE II (E)2-1/2.0 POLE(TYP.) I I p)(z)SPD UNITS 1 ANTENNA SUPPORT SUBMITTALS SUPPORTING RACK ABOVE TO BE MOUNTED ON PIPE (TYP.) I. I WALL NEAR RACK (STACKED) `�� N INA TO BE (E) T-MOBILE ;4 f '�.% MOUNTED NTO(E)SUPPORT ELEC, PANEL 1 4/16/14 FOR FINAL REVIEW 41 PIPE PER MANUFACTURER'S (E)PBC E) TELCO RACK REQUIREMENTS, SEE RFDS 0 4/10/14 ISSUED FOR REVIEW (E)3206 (E) 2206 6500 (E)LMU MOUNTED ON WALL '" i, FOR MAKE&MODEL RACKS THIS DOCUMENT IS THE CREATION, RACK BENEATH ELEC. PANEL 'K DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE NORTHEAST,U.C. My i (P)ANTENNA MOUNTED TO , ram% EXPRESSPLICATION WRITTEN CONSENT ST"OUT . '4.` I PIPE(TYP.)(SEE RFDS FOR - - STRICT Ir PROwBITED. DUPUCAnDN AND t RED. CONFIGURATION) .,.t USE BY GOVERNMENT AGENCIES fOR (E)SHELVING UNITS I jl THE PURPOSES OF CONDUCTING THEIR OTHERS LAWFULLY AUTHORIZED REGULATORY ( ;.!i 1" SPECIFICALLYAND MINISTRATIVEEDFUNCTI INS IS S. 1 4DR1042C (E)RACK (E)RACK NET OAK. STREET (OTHERS) (OTHERS) ,i; (N YN E/�) POWER, GROUND& DATA CABLES(TYP.) 463 OAK STREET 0 BARNSTABLE, MA 02668 SHEET TITLE ERICSSON AIR PANEL ANTENNA EOUIPMENT & ANTENNA DIMENSIONS: 54.3-H x 12.1-W x ze'D Lj - DETAILS 2 PER SECTOR, TOTAL OF 6 ELEVATION SHEET NUMBER EQUIPMENT PLAN 3 �� ANTENNA MOUNT DETAIL �1 ANTENNA ISOMETRIC 1 SCALE: NOT TO SCALE S-1 S— I SCALE: 1"v 2' S-1 SCALE: NOT TO SCALE ! S-7 ' Ir - JCE.p: 2617 ELECTRICAL LEGEND T . •Mobile NEW PANEL BOARD,SURFACE MOUNTED T-MOBILE NORTHEAST, LLC ANTENNA ® EXISTING PANEL BOARD,SURFACE MOUNTED 15 COMMERCE WAY, SUITE B _ DRY TYPE TRANSFORMER NORTON, MA 02766 ANTENNA MOUNT ' O METER OFFICE:(508) 286-2700 GUYED TOWER FAX: (508)286-2893 TO ELECTRICAL ! � CIRCUIT BREAKER DEMARC ANTENNA AMPLIFIER NON-FUMBLE DISCONNECT /1G(SEE DETAIL 4.THIS SHEET) � SWITCH,MOUNTED 54'A.F.F. CIRCUIT BREAKER AND /6G(STRANDED) p1 FUMBLE DISCONNECT SWITCH,MOUNTED 54'A.F.F. JC ENGINEERING, INC. ELECTRIC METER TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH MANUAL TRANSFER SMITCH UPPER EGB BONDED TO ® BUILT-IN FUSES,SURFACE MOUNTED 2654 CRANBERRY HIGHWAY CURED TOWER EAST WAREHAM. MA 02538 (D DUPLE%OUTLET,SURFACE MOUNTED, /2G MOB(CADWELD DOWN CSM CABLE GROUNDING KIT 20 AMPS,125 VOLTS.SINGLE PHASE OFFICE: (508) 273-0377 (E)RBS 2206 (E)RBS 3206 LEADS AND CONNECT FAX: (508) 273-0367 BS BTS TO GROUND RING) GPS CABLE GROUNDING KIT O JUNCTION BOX,SURFACE MOUNTED 18'A.F.F. O (4)10A-2P (E) EQUIPMENT EQUIPMENT ICE BRIDGE CABLE TRAY BONDING JUMPERS AT �1 EXPOSED WIRING BREAKERS OFF PBC CABINET CABINET / SPLICE JONTS PBC 650D RACK 6500 COAXIAL CABLE �� HOME RUNS,MINIMUM 2/10+1/LOG IN 3/4' RACK CONDUIT U.O.N. ' SN OF � SOA-ZP - A.F.F. ABOVE FINISHED FLOOR SS BTS UNIT (E)GENERATOR SUPPORT POST, - G BTS UNIT U.O.N. UNLESS OTHERWISE NOTED' G RECEPTACLE TYPICAL TIP WEATHERPROOF JOHN L. COMER EGO BONDED/2G � TO GUYED LOWER , i4 YARINL PER MANUF.REO'S GFT GROUND FAULT INTERRUPTER '-CHURCMILL�AIR... � 30A-2P GRACE A AMPERE V CWIL,CADWELD N AND BONDING DWNLEADJUMPER G 30"MIN.G /2G : /2G V VOLT RECEPTICES BOOSTER /2G G C G �) G C /2G NO. 4.18U7 KWH KILOWATT-HOUR CABINET ENS BALL C G C CONDUIT SERVICE GROUND GUYED TOWER C/ _ PER NEC � GROUNDING RING G � G CRC GALVANIZED RICO CONDUIT G GROUND / SPC)/7 SPDP)/2 G G G G GROUND STEEL GROUNDING ELECTRODE :MECHANICAL CONNECTION �y��� MOB MASTER GROUND BAR /2C I p2L A,A•G GROUNDING RING � •CADWELD CONNECTION UNI-DIRECTIONAL UNI-DIRECTIONAL EGO EQUIPMENT GROUND BAR:MECHANICAL CONNECTION APPROVALS GROUNDING CONNECTION GROUNDING C� •CADWELD CONNECTION -OC CONNECTION GROUND ROD -G- GROUND COPPER WIRE,SIZE AS NOTED DC INSPECTION/TEST WELL EXPOSED WIRING T-MOBILE DC PAIRS FOR HYBRID CABS COAXIAL CABLE LANDLORD 0 N E LINE DIAGRAM GROUNDING RISER DIAGRAM 2 0 5/8'4 COPPER CLAD STAINLESS STEEL GROUND ROD LEASING EXOTHERMIC(CALOWELD)OR -MECHANICAL SCALE: NOT TO SCALE E-1 SCALE: NOT TO SCALE E-1 (COMPRESSION TYPE)CONNECTION PPC POWER PROTECTION CABINET R.F. OMNI-DIRECTIONAL ELECTRONIC MARKER SYSTEM(EMS)BALL ZONING ELECTRICAL AND GROUNDING NOTES CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL A/E ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES STAINLESS STEEL ! 2. ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND PROCURED PER HARDWARE 0 SPECIFICATION REQUIREMENTS. ( PROJECT NO: '4DR1042C TWO HOLE 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS COMPRESSION TERMINAL AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPETE OPERATING AND (P)AIR ANTENNA - APPROVED ELECTRICAL SYSTEM. DRAWN BY: BMB CLEAR HEAT-SHRINK 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS AND IS RESPONSIBLE FOR INSULATION EXTENDING ' 1 4�OVER LUG AND 2� (P)ANTENNA SUPPORT PIPE I OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS OVER CABLE INSULATION CHECKED BY: JLC 5. ELECTRICAL AND TELCO GA WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL GROUNDING CABLE BE MI WATER TIGHT GALVANIZED FLIED STEEL CONDUITS OR SCHEDULE 80 PVC R SUBMITTALS A (P)/2G(SOLID) PERMITTED BY CODE)AND WHERE REQUIRED IN UOUID TIGHT FLEXIBLE METAL OR GROUND BAR A NONMETALLIC CONDUITS VATION (P)/2C(STRANDED) ��(P)DC POWER 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVT. 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW,THWN;OR THIN INSULATION. --(P)FIBER ANDREW UGBKIT2 8. RUN ELECTRICAL CONDUIT OR CAGE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. FLAT WASHER TYP. RAT WASHER,TYP. PROVIDE FULL LENGTH PULL ROPE.COORDINATE INSTALLATION WITH.UTILITY COMPANY. G I, ANTENNA MOUNT GROUND 1 4/16/14 FOR FINAL REVIEW LOCK WASHER,TYP. 3/8'�l-1/4'HEX BOLT G 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILItt DEMARCATION POIJTHIS O 4/10/14 ISSUED FOR REVIEW (P)CABLE DIVERTER COAX CABLE PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS NUT.TYP. GROUNDING KIf DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT.PROVIDE m® GREENLE CONDUIT MEASURING TAPE AT EACH END. (P)DC/FIBER CABLE TO BTS UNIT THIS DOCUMENT IS THE D COPYRIGHTED 70. WHERE CONDUIT BETWEEN BTELCO PROJECT OWNER CELL SITE PPC AND BETWEEN BTS AND DESIGN, PROPERTY AND COPYRIGHTED PROJECT OWNER CELL SITE GROUND SERVICE CABINET ARE UNDERGROUND USE PVC, QUIT.SCHEDULE WORN DU IC MOBILE NORTHEAST,LLC. 4000NDUIT.ABOVE THE GROUND PORTION OF THESE CONOUIIS SHALL BE PVC CONOUIT. EXPDUPLICATION OR USE WITHOUT E%PRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND GROUND BAR EXPOSED BARE COPPER TO BE - - 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. USE BY GOVERNMENT AGENCIES FOR KEPT TO ABSOLUTE MINIMUM, THE PURPOSES OF CONDUCTING THEIR NO INSULATION ALLOWED WITHIN 12. PPC SUPPLIED BY PROJECT OWNER LAWFULLY AUTHORIZED REGULATORY CADWELD AND ADMINISTRATIVE FUNCTIONS IS GROUNDING CABLE THE COMPRESSION TERMINAL SPECIFICALLY ALLOWED. (TYPICAL) 13. GROUNDING SHALL COMPLY W1TH NEL ART.250.ADDITIONALLY,GROUNONG.BONGINGTO GROUNDING RING - AND LIGHTNING PROTECTION SHALL BE DONE IN ACCORDANCE WITH'T-MOBILE BTS SITE SECTION A-A (LOWER EGB) GROUNDING STANOADSNOTES: 14. GROUND COAXIAL CABLE SHIELDS MINIMUMAT BOTH ENDS USING MANUFACTURERS COAX 4DR1042C 1. •DOUBLING UP'OR'STACKING'OF CONNECTION IS NOT PERMITTED. I CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 2. OXIDE 3. CADWELLHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.DOWNEADS FROM UPPER EGB,LOWER EGO AND MOB. 1 15. USE/6 COPPER STRANDED WIRE MYTH GREEN COLOR INSULATION FOR ABOVE GRADE - NET OAK STREET* ' GROUNDING(UNLESS OTHERWISE SPECIFIED)AND/2 SOLID TINNED BARE COPPER WIRE (N YN E X) FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 1 TYPICAL GROUND BAR COAX CABLE CONNECTION 6. ALL-OR CONNECEXOTHERMIC 10 WELD. B RNDY NOT ALLOW OUNDBARE COMPRESSION TYPE CONNECTORS 463 OAK STREET .OR CAALVA EXOTHERMIC WELD.DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT BARNSTABLE, MA 02668 YAM GALVANIZED STEEL. CONNECTIONS DETAIL 3 AND GROUNDING DETAIL GROUND BAR (E GB) 5 11. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSBLE, SHEET TITLE SCALE: NOT TO SCALE E-1 SCALE: NOT TO SCALE E-1 SCALE: NOT TO SCALE E-1 EXCEPT AS OTHERWISE INDICATED.GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE.ALWAYS MAKE AT LEAST 12'RADIUS BENDS/6 WIRE CAN BE BENT AT 6' RADIUS WHEN NECESSARY.BOND ANY METAL OBJECTS WiTHN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. ELECTRIC & 18. CONNECTIONS TO GROUND BARS SHALL BE MADE MYTH TWO HOLE COMPRESSION GROUNDING DETAILS !!� TYPE COPPER LUGS,APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS 19. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS 20.CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM SHEET NUMBER EMONOPO MONOPOLE BALLS �GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/ RING AND EOUIPMENT GROUNDING RING. 'i 2L CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR IPROJECT CLOSE-OUT DOCUMENTATION.5 OHMS MINIMUM RESISTANCE REWIRED. E-1 22. CONTRACTOR SHALL CONDUCT ANTENNA,COAX.AND LNA RETURN-LOSS AND DISTANCE- TO-FAULT.MEASUREMENTS(SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. , CDTM10.04 JCE p: 2617 metroPCS. Unlimit Yourself. me roP t 285 BILLERICA ROAD THIRD FLOOR ® CHELMOSF$RD, MA TEL (978) 244-7200 r F a� Unlimit Yourself. FAX (978) 244-7240 HYN0031 B N- ADVANCED O ENGINEERING GROUP, P.C. Civil Engineering-Site Development Surveying-Telecommunications OAK STREET ICE BARNSTABLE EAST NORTH PROVIDENCE,EAST PROVIDENCE, RI 02914 PH: 401-354-2403 452) FAX: 401-633-6354 463 OAK STREET a BARNSTABLE, MA 02668 �93 �, BARNSTABLE COUNTY CHM-ETIEN —� � No .4;, SITE TYPE: BACKHAUL INSTALLATION ON EXISTING GUY WIRE TOWER 4 ENGINEER/LAfD CURV6Y6R IT IS A VIOLATION OF LAW FOR ANY PERSON. SITE INFORMATION: VICINITY MAP APPROVALS UNLESS THEY ARE ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PROPERTY OWNER: INDUSTRIAL COMMUNICATIONS SCE' 1'-301 LANDLORD: 40 LONE STREET REVISIONS MARSHFIELD, MA 02050 FIELD CONST. MGR: TOWER OWNER: INDUSTRIAL COMMUNICATIONS RF ENGINEER: 40 LONE STREET MARSHFIELD, MA 02050 SITE ACQUISITION AGENT: ARCHITECT/ENGINEER: TOWER OWNER SITE ID: NA APPLICANT: METRO PCS G9 U 8 SHEET INDEX 285 BILLERICA ROAD CHELMSFORD, MA 01824 DWG. DESCRIPTION REV 0 07/26/12 ISSUED FOR REVIEW (978) 244-7000 REV. #1 DATE DESCRIPTION SITE ADDRESS: 463 OAK STREET T-1 TITLE SHEET D PROJECT NO. I DESIGNED BY: MRC I'C"E" BARNSTABLE, MA 02668 GN-1 GENERAL NOTES 0 M.NO031e DRAWN eY; BDI As srlowN COUNTY: BARNSTABLE D CHECK'D BY: MRC LATITUDE: N 41' 40' 57.0" C-1 SITE PLAN LONGITUDE: W 70' 21' 15.0" A-1 EQUIPMENT/ANTENNA PLAN AND ELEVATION 0 SITE NAME: ZONING CLASSIFICATION: RESIDENCE C DISTRICT (RC) A-2 CONSTRUCTION DETAILS D HYNO031 B ZONING JURISDICTION: TOWN OF BARNSTABLE TAX ID PARCEL NUMBER: MAP 194 PARCEL 026—XO2 OAK STREET ICE ARCHITECT / ENGINEER: ADVANCED YG GROUP, P.C. BARNSTABLE EAST PROVIDENCE, RI 02914 POWER COMPANY: NSTAR DO NOT SCALE DRAWINGS ONE NSTAR WAY SITE ADDRESS: WESTWOOD, MA 02090 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE 463 OAK STREET (800) 592-2000 S JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN BARNSTABLE,MA 02668 TELEPHONE COMPANY: VERIZON WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR 185 FRANKLIN STREET SAME. BOSTON, MA 02107 ¢ DRAWING TITLE: (800) 941-9900 SITE ACOUISITION MANAGER: KELLIE DUNN PROJECT DESCRIPTION TITLE SHEEP (978) 244-7200 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EOUIPMENT AND WILL BE USED FOR THE CONSTRUCTION MANAGER: DAVID BEAN DRIVING DIRECTIONS (978) 244-7200 TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. OPS CONTACT: MIKE WILBANKS HEAD SOUTHEAST ON BILLERICA RD/MA-129 TOWARD ELLIOTT ST, 0.4 MI, TAKE THE RAMP ONTO US-3 S. 9.0 MI, 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. DRAWING N0: (978) 244-7280 TAKE EXIT 25A TO MERGE ONTO 1-95 N/MA-128 N/US-3 S CONTINUE TO FOLLOW 1-95 N/MA-128 N, 6.1 MI, TAKE 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. EXIT 37A TO MERGE ONTO 1-93 S TOWARD BOSTON, 21.3 MI, TAKE EXIT 7 ON THE LEFT FOR MA-3 TOWARD 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. BRAINTREE, 0.4 MI, KEEP LEFT AT THE FORK TO CONTINUE TOWARD MA-3 S AND MERGE ONTO MA-3 S. 42.3 Mi. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T_ CONTINUE ON US-6, 11.0 MI, TAKE EXIT 5 FOR MA—149/PROSPECT STREET, AT BOTTOM OF RAMP GO STRAIGHT AND 6. METRO PCS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF I CUT ACROSS PROSPECT STREET TO SERVICE ROAD, DRIVE 1.8 MI AND TAKE A RIGHT ONTO OAK STREET, SITE IS FIRST ONE TRIP PER MONTH AT ONE HOUR PER VISIT. DRIVEWAY ON THE LEFT. GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: ' 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: I. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, 1.WIRING, RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS MIMI PCS. CONTRACTOR - METRO PCS ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. OF THE NEC AND TELCORDIA SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND Unlifnit Yourself. t OWNER -ORIGINMETROAL Q PMENTMASSA MANUFACTURER LLC NOTED OTHERWISE. A HIGHER STRENGTH OEM - ORIGINAL EQUIPMENT MANUFACTURER (400P51) MAY BE USED. ALL CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE 285 BILLERICA ROAD TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. DEFORMED UNLESS NOTED 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THIRD FLOOR ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE NEC AND TELCORDIA. CHELMSFORD, MA BROUGHT TO THE ATTENTION OF CONTRACTOR. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD,UNO. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 01$24 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 5. EACH END OF EVERY POWER,GROUNDING,AND TO CONDUCTOR AND CABLE SHALL BE LABELED WITH TEL (978) 244-7200 APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV FAX (978) 244-7240 NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES. REGULATIONS, AND LAWFUL ORDERS OF SHOWN OTHERWISE ON DRAWINGS: .THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH PROTECTION,OR EQUAL ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH........3 IN. ) THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: EXISTING INSTALLATION REOUIREMENTS. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY N6 AND LARGER ..........................2 IN. 6. POWER PHASE CONDUCTORS (I.E., HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL b5 AND SMALLER & WWO OR.......... IN. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED EARTH OR WEATHER TAPE (3M BRAND, h INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL). PHASE CONDUCTOR 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. OR NOT CAST AGAINST THE GROUND: COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REOUIREMENTS SLAB AND WALL ..........................�Y. IN. 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.ALL IN 11¢ . WI ^A- ADVANCED 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, BEAMS AND COLUMNS ................ EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, RE CONFIGURATION, ENGINEERING GROUP, F.C. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE POWER OR AMPACITY RATING.AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S). DRAWINGS. 5. A CHAMFER 9;" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE. LINO, IN ACCORDANCE Civil Engineering-Site Development WITH ACI 301 SECTION 4.2.4. 8. PANELBOARDS ID NUMBERS AND INTERNAL CIRCUIT BREAKERS CIRCUIT ID NUMBERS SHALL BE ( ) ( ) Surveying-Telecommunications 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN 500 NORTH BROADWAY RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. EAST PROVIDENCE, RI 02914 B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 10. POWER, CONTROL,AND EOUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR PH: 401-354-2403 INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE STAINLESS STEEL OR HOT DIPPED (#34 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE RATED FAX: 401-633-6354 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. FOR 90•C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. UNLESS OTHERWISE SPECIFIED. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 50 CUBIC YARDS 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (y6 AWG OR (IBC1905.6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE LARGER), 600 V,OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS 8 STRANDED COPPER CABLE �.'u ylL1.4 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING SUPPLIER; RATED FOR 90•C (WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM 1,A OF V4 SAND ATISFACTION STRUCTURES. OF THE OWNERGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE (B) RESULTS CERTIFICATIION OF CON OFCMIN M MRETE ttCOMPRESSIVE INDER TEST EST FORMED ENGTH FOR THE CONCRETE GRADE SUPPLIED.AT THE SUPPLIERS PLANT. USED, UNLESS OTHERWISE SPECIFIED. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 12. SUPPLEMENTAL EOUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE, SHALL BE SINGLE 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CONDUCTOR #3 AWC SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. NIARC R. COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 8. AS AN ALTERNATIVE TO ITEM 7. TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR O SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR,TYPE TC HRETIE CABLE (134 AWC OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE CI' L 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, RATED FOR 90•C (WET AND DRY)OPERATION;WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION UNLESS IT IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. NO. 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE USED, UNLESS OTHERWISE SPECIFIED. SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, STRUCTURAL STEEL NOTES: 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER WIRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO ,`\�!',,. �E fi TA THE CONTRACT. 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND METRO PCS SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED. STRUCTURAL STEEL LESS THAN 75•C (901C IF AVAILABLE). �A�!''.^• "A 14. SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP, P.C.48 HOURS IN ADVANCE OF SHALL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH ENGINEER LAN9'><.$Uj2VEY�R;,4 POURING CONCRETE OR BACKFILLING TRENCHES, SEALING ROOF AND WALL PENETRATIONS & POST INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL r w d'1 M V DOWNS, FINISHING NEW WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION (RISC) "MANUAL OF STEEL CONSTRUCTION". NEMA. UL,ANSI/IEEE,AND NEC. Ell A VIOLATION OF LAw FOR ANY PERSON. 15. CONSTRUCTION SHALL COMPLY WITH METRO PCS SITES. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. THEY ARE ACTING UNDER THE DIRECTION AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER 17. ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(IE A LICENSED PROFESSIONAL ENGINEER. .. RIGID PVC SCHEDULE 40,OR , 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. PAINTED SURFACES SHALL BE To ALTER THIS DOCUMENT. ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE TOUCHED UP. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO INDOOR LOCATIONS. REVISIONS ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (-"0) AND SHALL HAVE MINIMUM 18. ELECTRICAL METALUC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT),OR RIGID NONMETALLIC 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY OF TWO BOLTS UNLESS NOTED OTHERWISE. CONDUIT(RIGID PVC, SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE %" DIA. ASTM A 307 BOLTS UNLESS 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN NOTED OTHERWISE. ABOVE GRADE. APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. MUST BE TAKEN WHEN WORKING 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN 20. RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONSRECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO THE USED UNDERGROUND; DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. MUEQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS DANGER. PERSONAL SHUTDOWN EXPOSURE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. MONITORS ARE 70 BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN 21. LIQUID-TIGHT FLEXIBLE METALUC CONDUIT(LIOUID-TITE FLEX) SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. STEEL OR HOT APPROVED EQUAL.DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE ISSUED FOR REVIEW 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OFLOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. CONSTRUCTION. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW & APPROVAL ON PROJECTS FREEVdEDAflTE DESCRIPTION REQUIRING STRUCTURAL STEEL. 23. CABINETS, BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE WITH NEMA, UL.ANSI/IEEE,AND NEC. PRaEcr No. DESIGNED BY: MRC SCALE: ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR 7. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH RISC SPECIFICATIONS. THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 24. CABINETS, BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. HYN(g71B DRAWN BY: BDI AS SHOWN EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING SOIL COMPACTION NOTES FOR SLAB ON GRADE: CHECK'D BY: MRC PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND DOWNWARD; SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. PLACE CRUSHED STONE AS REQUIRED. (OR BETTER)OUTDOORS. SITE NAME: 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL 26. EOUIPMENT CABINETS, TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR HYN0031 B TECHNICIAN OR ENGINEER IS ACCEPTABLE. EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50.AND RATED NEMA 1 (OR BETTER)INDOORS, 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE OR NEMA 3R(OR BETTER)OUTDOORS REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL OAK STREET ICE 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW. TO AT LEAST 90% MODIFIED PROCTOR 27. METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED.OR NON- EQUIPMENT AND TOWER AREAS. MAXIMUM DENSITY POER ASTM D 1557 METHOD C. CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) BARNSTABLE FILL 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR INDOORS.OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL PLACED ON FROZEN GROUND. FROZEN MATERIALS, GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 28. NONMETALLIC RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND SNOW OR ICE SHALL NOT BE PLACED IN ANY FLL OR EMBANKMENT. 100% PASSING #1 SIEVE. RATED NEMA 1 (OR BETTER)INDOORS, OR WEATHER PROTECTED(WP OR BETTER) OUTDOORS. 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO SITE ADDRESS: FINISHED SURFACE APPLICATION. 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 463 OAK STREET B. ALL EXISTING INACTIVE SEWER, WATER. GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE ES AND BARNSTABLE,MA02668 WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES SAFEGUARD OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE COMPACTION EQUIPMENT: AGAINST LIFE AND PROPERTY. WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES. DRAWING TITLE: 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO COMPACTOR. AND ALL APPUCABLE LOCAL CODES. PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 32. CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO GENERAL NOTES CONSTRUCTION NOTES: EQUIPMENT IS NOT BLOCKED. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE 1. FIELD VERIFICATION: WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METRO PCS ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS DRAWING NO: SPECIFICATION FOR SITE SIGNAGE. 2. COORDINATION OF WORK: SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. GN - 1 3. CABLE LADDER RACK:SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. IVIDCAPE HIGHWAY (EAS) RTE 6 p SERVICE ROAD HALF SIZE PRINT metroI cs. - THIS DRAWING IS SCALEABLE ' AT HALF THE NOTED SCALE 154 � Unlimit Yourself. 285 BILLERICA ROAD (E)PROPEPTY-� THIRD FLOOR LINE(T:v.) CHELMSFORD, MA 01824 \ TEL (978) 244-7200 FAX (978) 244-7240 h'i.P. C (E)PI PARCEL•OG3-7C2 /' i C GADVANCED _ {E)UTILr.Y rcLE ENGINEERING GROUP, P.C. Civil Engineering-Site Development ( L Surveying•Telecommunications 500 NORTH BROADWAY ( `----(E)DRI`.EY:PY \ � EAST PROVIDENCE, RI 02914 �j PH: 401-354-2403 MAP: 194 FAX: 401-633-6354 P - AfAP 194 PARCEL 02G-Y.OIO1 A`AP: 194 f !/ N/F PARCEL:045 INDUSTRIAL COMMUNICATIONS 1 Z(C)A!ETROPCS 7G'010E / 40 LOiiE STREET / G�ct1�t/ � ACCESS EASD.IENT—� %' MARSHFIELD, VA 02050 4 L (TO FOLLOW(E)ACCESS �% AREA = 0.97i AC. MAP. 194 � Ofi;J£P:„Y/FA6EMEIIT ER0:.1 // � PAR CCL:005-T00 �' PUBLIC R.O.!'1J // ARC 1(\/ EL 6�J p PARCEL::O03 03-K03 t �/ CH Tf� I FIBER GAG RUN NTHIN(E) \� RES/D u/GFlpP N 7 CONDUIT FROM(E) 252 f rIAL FD/STRCT / URUTY POLE TO(E)UTILITY _ POLE.INSTALL PULLSTRWG °.. _— �� A:rP 194 PARCEL 029-r02 RES/DENrIA :NO:LSTRAL CGIAN.UI:!CATIO;J$ � /�J EN EER'/LANtP611EYOR v 40 LONE STREET R%V V V 1 tAARSHFIELD. MA 0AC50 PREP :- 2.56i AC. o IT\ IS A VIOLATION OF LAW FOR ANY PERSON, !" MAP: 94 THEY ARE/ / �/ / \ ( UNLESS A LICENSED ENGINEER.RECTION OF / 1 PARCEL:075 S TO ALTER THIS DOCUMENT. LE)LT'-UT','POLE / O I �/��/ ,-` REVISIONS P FlBER CATTLE RUN NITHIN P U/G UTILITY PVC CONDUIT FROM CS 0 A-2 A-x URU1Y POLE TO WA METRICS `/ r''♦ \ p MICROWAVE CABINET >C� y�v�� /\ (C)TREE UAE AI SEE EWIPPLEAN ON SHEET A-) '= 0 07/26/12 ISSUED FOR REVIEW PARCEi'C32 -�� (Et 1BG HIGH--- I , REV. b DATE DESCRIPTION CUY T07•ER L(E)BY13'(104 SO ri.) )` N' ECUP/LEASE ACE.YAWA(F.) ( \� DESIGNED BY: MRC Ste: GO'-'FOUVD ON(E)CC:<C.P�9 PROTECT 031 HYN00318 DRAWN BY: BDC AS SHOWN v, 1 / � CHECK'O BY: MRC l/ SITE NAME: HYNO031 B MAP: 1C4 PROPRTYLINEYsa1: OAK STREET ICE PARCEL:026-035 C F" BARNSTABLE ftft "ig• PARCEL: 142 t Q L SITE ADDRESS: L SOP 463 OAK STREET BARNSTABLE,MA 02668 DRAWING TITLE: MM: 194 A^Ar: 194 � PARCEL 033 i PARCEL:026-003 / ,p? SITE PLAN PARCCL:C26-0G4 I I MI6 TRUE NORTH NOTES: LEGEND 1. PLOT PLAN BASED ON MASSGIS ASSESSOR'S PARCEL MAPPING DATA AND TAX ASSESSOR'S DRAWING N0: TO SITE PLAN MAPS FROMTHE TOWN OF B THE CLOSE. (F)-MURE SCALE: T'=a0' 2. SETBACK$ARE TAKEN FROM THE CLOSEST POINT OF EWIPMENT TO PROPERTY LINES. (E)-EXISTING — 3. AMETE$AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP,P.C. (p)a PROPOSED 40' 20' 0' 40' 80' (AOL)-ABOVE GROUND LEVEL metroPCS. CPABINET MICROWAVE (E)ANTENNA Yourself (F.)PPC (-—— (P)U/G FIBER CABLE WITHIN S (P)U/G 2-1 PVC CDNB.T (r)METROPCS PANEL MITEKNAS 285 BILLERICA ROAD O FROM(E)UTILITY POLE q-z (1 PER SECTOR. Gr_) THIRD FLOOR kOJ'ITED TO(E GUY j GUY TG:.iR (P)METROPCS 2'OIS CHELMSFORD, MA I ] ANTENNA MOUNTED TO(P) 01824 (E)ME TRIG PCS PANEL ,pT / ) q_z q_2 PIPE MOUNT ON(E)SECTOR [,NTEI:t:AS MOUN'TED 10 a b / I rRAME.TYP.OF U) TEL (978) 244-7200 i[)C:V 1:i:.ER(I PER I J l '�'' F GF{E)METRCFCS A':'-TNNAS L(P)DISH ANTENNAS ELEV.160't AGL — v FAX (978) 244-7240 J� ■ ^s.Tara OF:) t l -I '71�I�1�{FF_J1TII�1IIFF_JTIII�1'(E(_�77�1/IILL�r` 77J''1�E�FJtTIIIItErJ7T�'IIErL1TJJIILI�(r` �(\\ I j I,���(� _-_.::_1 ■„T Y V V V V V V V - _-_ G OF(f:)/N!E'::'n5 E:EV=7'v 3 AM h /fir\ =,, I ' III C GADVANCED IN I�f ( I I III I� I I e ENGINEERING GROUP, P.C. _ Ll IJ ) l �� Civil Engineering-Site Development 21. I (P)AMM UNIT TO BE B CL C.`(EJ ANTENNAS ELEV=13Y3 ACL Surveying-Telecommunifztions 1 z (P)METROPCS 2'DI2P,y \\ IWITHINI INSTALLED CABINET (E) - _-- _-- EAST NORTH RAY02914 AN MONIED TO(P) ...1...._ _-_ .L\ r--F--—I' I ERICSSON CABINET A-z A-2 A-2 PIPE MOUNT ON(E)SECTOR C \ 1 FRAME,TYP.OF(4) --` — .l °r `I° I I PH: 401-354-2403 IN l l l � I FAX: 401-633-6354 (P)DC/FIBER CABLE TO e \ \\ ( II FOLLOW(E)CABLE RUN A-2 t F OF{i)ANIE:u:n EIPT=125't n5l {� P)LES 3/8'A LOW 1(11 CABLES TO FOLLOW(E) A_2 / -T "f L\t!� �. CABLE RUNyp`ta C')iJ darn rF � � N. A2.235 gz, O a O�4Y' •C V I MARC R. �A CHCETIEN I 1 A t ;-c15v j _ L.P'-• - (-�"-ii— \\\\ .�— I _._ .__ I `. (Ej TPOP.E N A=:CRETE PAD CIVIL MT 1 A B ° G (I-4 S).FT.)i-A°E t..H AREA ..(f FL..S.O CO/P;.:,'.O `Jo.4C CJf TOWER ----'E)M,ETROPCS IM rDuu ADL\c ,r. �O' -- -------- =--- _-----� ENGINEER LAND $ujtY9�� IT IS A VIOLATION OF LAW FOR ANY PERSON, THEY ARE CTING UNDER HE Cl ` UNLESS A LICENSED T IN PROFESSIONAL ENGI RECTION NEER. EER. TO ALTER THIS DOCUMENT. (E) 150'(OHEIR I c tor:Ee REVISIONS I I TRUE NORTH EQUIPMENT/ANTENNA PLAN A-1 SCALE: 1/2"-1'-0" I 2'-0" 1'-0" 0' 2'-0" 4'-0" 0 07/26/i2l ISSUED FOR REVIEW i REV. # DATE I DESCRIPTION I I PROJECT NO. DESIGNED BY: MRC SCALE: (P)(J)J/B'o RG-B CABLES,(1) 5 OC/nBER CABLE TO FOLLOW(E)CABLE A-2 MYN00318 LAB:f.S R pRAwN BY: BDJ AS SHOWN MICROWAVE DISH ANTENNA INFORMATION R°" CHECK'D BY: MRC I (Ej::E;ROFCS�Y:.% :;.'I::r-�- I � C Y TGi:FR RAD CTR (E), SITE NAME: AZIMUTH LINK AGL MFG MODEL RADIO MODEL CABLE COAX LENGTH HYN0031 B i86.21' HYN0012 160't ERICSSON ANT2 0.3 28 HP (TR) TN28/2X 131T/16X-45 RG-8 210't OAK STREET ICE METROP- CCIEP.O(IA�0'.FT) FA✓ 137.96" HYNO016 160'f ERICSSON ANT2 0.3 28 HP TR TN28/2X 131T 16X-45 RG-8 210'3 AREAa,B'-O'v1FIENC 0C4 SD.t:l I[ns[ BARNSTABLE I ( ) / / (EJ 6HLl.iE�="- � AREA'A',TH::1(E)FENCED GOMFOJt n I 235.92' HYN0017 160't ERICSSON ANT2 0.3 28 HP (TR) TN28/2X 131T/16X-45 RG-8 210't SITE ADDRESS: —(E) MCPC.S Egli LSM/CPS ANEMIA MW::TED To Tij 483OAK STREET I 295.52' HYNO028 160't ERICSSON ANT2 0.3 28 HP (TR) TN28/2X 131T/16X-45 RG-8 210't CABLE BRIDGE SUPPORT `_-_ '----'-- ----_.__. Lr BARNSTABLE,MA OM DRAWING TITLE: i I EQUIPMENT/ANTENNA PLAN {E)H-FRA.!E;;i H 4 GANG AND ELEVATION I.1E1ER STACK W,TH 3 SPARES AND ABANDONED LEGEND HALF SIZE PRINT 20D A'',P SERViCE PANEL THIS DRAWING IS SCALEABLE AND HOFFR^AN ENCLOSURER DRAWING NO: AT HALF THE NOTED SCALE ELEVATION 2 (F)-EUNRE J (E)-EXISTING A_i SCALE: 1 10'-0"(P)-PROPOSED 10'-O"5'-0" 0' 10'-0" 20'-0" A- 1 (AGL)-ABOVE GROUND LEVEL `DAM I PAVED metroPCS. AREA AR A TWO COURSES OFL-1/2' BITUMINOUS PAVEMENT FINISH 'HIGH VOLTAGE'ARNINC TAPE Unlimit Yourself. GRADE SAW-CUT TO STRAIGHT EVEN EDGE BEFORE PAYING _- RIGID STEEL CONDUIT PLUG RIGID STEEL CONDUIT COUPLING 285 BILLERICA ROAD c 8-GRAVEL BASE THIRD FLOOR CHELMSFORD, MA (P)2'0 MICROWAVE ANTENNA,TO 12 6- 01 824 JIEED TO 2-3/8-PIPE TEL (978) 244-7200 ISOMETRIC FAX (978) 244-7240 COMPACTED BACKFILL GRADE NNP.Prro,° 8� MIN. ��\ COMPASSED /� ' COMPASSED(RAVEL. 4-MIN.ON ALL SIDES FORANGLER ANTENNA MOUNT AADVANCED BRACKET KITS,VALMONT P/N HMB-A SCHEDULE 40 CONDUITS FOR NEW NOTE: DETAIL AS SHOWN IS FOR FOR ANGLE HANDRAIL ELECTRICITY AND TELEPHONE SERVICES SECONDARY ELECTRIC SERVICE RIGID STEEL CONDUIT ENGINEERING GROUP, P.C. SEE UTILITY AND SITE PLANS,PROVIDE PRIMARY HIGH VOLTAGE SERVICE APPROVED PULL BONES AS REWIRED, REQUIRES 4. CONCRETE Civil Engineering-Site Development AND COORDINATE INSTALLATION W/ALL ENCASEMENT. SurveyingTelecommunications UTILITY COMPANIES FOR INTERFACING AT `� TERMINATION POINTS.PROVIDE FULL RIGID STEEL 70 PVC ADAPTOR PVC SCHEDULE 40 SIZE AY 500 NORTH BROADWAY LENGTH PULL ROPES(TYP.). SHOWN ON LAYOUTS EAST PROVIDENCE, RI 02914 PH: 401-354-2403 0 FAX: 401-633-6354 BURIED CONDUIT DETAIL 4 CONDUIT DETAILSIDE ELEVATION FRONT ELEVATION NTS A—z NTS PR0,0 P 2-3/8-DIA.MOUNTING PIPE 16 AWG FROM ANTENNA CABLE �� IVIA,f7C a I ` GROUND KIT CHRETIENI 0 (E)ANTENNA SUPPORT FRAME CIVIL HORIZONTAL ANGLE j` °.�e• Igo.0 L3 SIDE VIEW xe.Ie• GROUND BAR ON WALL.FLOOR - P OR ON ANTENNA TOWER 'e ?P/�'J_'41\Y NGI R'n ,ND-'.BLITZ: IT IS A VIOLATION OF LZY7'FbR-ANY PERSON, �2' MICROWAVE DISH ANTENNA DETAIL �2' MICROWAVE DISH ANTENNA MOUNT UNLESS THEY ARE ACTING UNDER THE DIRECTION A-2 N no 0 � 0 � OO OO OF A LICENSED PROFESSIONAL ENGINEER, A-2 NTS O O O O O OO O O TO ALTER THIS DOCUMENT. REVISIONS EXOTHERMIC WELD TO BE U n WITH/2 AWG 8CW TO BUILDING SER.GROUND OR GROUND RING GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 'il�JYLO TCW'.R' +O SHALL ONLY USE EXOTHERMIC WELDS. (P)MICROWAVE DISH ANTENNA {E)Ci•B!E LADO:N"'-� /Vl J (P)MICROWAVE DISH ANTENNA I MOUNTING PIPE '07- (P)RG-B AND pC/FiBm (E)6 CPAX FABLES,•,•:^P;)__/ CABLES WITHIN(P)2- GROUND WIRE TO CIGBE DETAIL o oz/z6/1z ISSUED FOR REVIEW CCVTR^_L 7AB:L INNERDUCT A-2 NTS I I CAPE VA•1_Ra (P)/2 ALE TINNEDSSWD COPPER REV. # DATE DESCRIPTION z(P)f2 SECTION A—A I O LEADS I I PROJECT N0. DESIGNED BY: MRC Ste: HYN0031B DRAWN BY: BDJ AS SHOWN CHECK'0 BY: MRC \\\\ II I I iI II ii I I iI A_2 I I I \� SITE NAME: ! ) I III I II (P'CABLES WI;N`P)2- 1IJ I HYNO031 B V(i i IE�Cf&!,E'R.u'E-- INNERDUCT OAK STREET ICE j BARNSTABLE E UPPER CORE c I I lid 1 h 11 l 1 G(Cn.:[AD.FS nxD(:) i f j F;LY r%I CF.TREL CdP.E I+,'ts l o c o c a t> 1 SITE ADDRESS: (I I I I I F•iAF:::C�`.B:E Kl:.FTRS -_/ (P)ANDREWS STACKED 1 U O v O O C I (E)/2 AWG GREEN INSULATE 1 1 C<-) SNAP-IN HANGERS 7YP. -'----- L i I - (C)Can.:4 iPOGT DOwNLEAD TO MGB 463 OAK STREET BARNSTABLE,MA 02668 .'T'Ty�I I I! !I' I FGAnKiT - i DRAWING TITLE: v( I I r (P)RG-8 AND OC/FIBER r CABLES WITHIN(P)2' INNERDUCT NOTES (P)RI AND ER o I CONSTRUCTION DETAILS i. STRUCTURAL ANALYSIS PROVIDED BY:MALWF CABLES WITHIN(P)(P)2- 2- ENpNEEANTI-,INC, INNERWCi O I O ENTITLED::STRUCTURAL ANALYSIS REPORT. DATED:DULY IJ.2009 (P)AMM UNIT TO BE 2. COAX CABLES/01NERDIICT TO BE LOCATED PER , INSTALLED WITHIN(E) TOWER MANUFACTURER RECOMMENDATIONS @ ERICSSON CABINET TOWER STRUCTURAL ANALYSIS DRAWING N0: VERTICAL INNERDUCT/COAX DETAIL HORIZONTAL INNERDUCT/COAX DETAIL DISH ANTENNA WIRING SCHEMATIC A-2 A-2 NTS A-2 NTS A-2 NT$