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HomeMy WebLinkAbout0052 COMMUNICATION WAY 104770 .z op.) le • • • • • . 1 • • • V . . i i - ' c Town of Barnstable "� n''' Building ,. r ': ,,s.,,,. t` _'' ,„, ri ;' �' '�•r'^ ,. +r✓,e. e+^," "z�' ' r,` u , :.e'x �;¢ ' r PPost`Thie Ca'r"d So That rt is Visible:,From•.the Street A"proved Plans=;Must be;Retair ed on Job andithis Ca':rd Must be Ke t�`� � �C---..N\ T$TA61.iL.1• ",�*�, r,,, :. '. ssS i y'` •is �,3' Y,,.e,;rbs�'',,., aac pM i ,.; tti ir s� �. �r _:^i >,: ,y, ;.p r.;.� ° " /// Poted�Until Finallnspection HasaBeen{Made F 4 t; f 'Where a'Certificate*of C►ccu an is,'Re uiredsuch Buiildin "shall Not•be Oceu led:until a41,1,,al•Ins ection has been"made ;; permit jjj�� Permit No. B-19-837 Applicant Name: Corey Vaccaro Approvals Date Issued: 04/08/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 10/08/2019 Foundation: Location: 52 COMMUNICATION WAY, BARNSTABLE Map/Lot 315 039 Zoning District: IND Sheathing: Owner on Record: COMMONWEALTH ELECTRIC .Contractor„Name -T ROBERT RUSSO Framing: 1 Address: PROPERTY TAX DEPT " ContractorbLicense CS 107402 r '' 2 HARTFORD,CT 06141-0270 Est Project Cost: $126,630.00 Chimney: , Description: Antenna upgrade to existing wireless telecommunication m Perit`Fee: $ 1,252.33 installation. See plans for additional details. Insulation: Fee Paid: $ 1,252:33 Project Review Req: -'' Date 4/8/2019 Final: ' gdtt.,,;v.k,a szrwen-9 Plumbing/Gas Rough Plumbing: - -, ` .. Buildingnfictal This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within six months after issuan . Final Plumbing: All work authorized by this permit shall conform to the approved application and`the approved construction documents for`which'this permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws'and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: r The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thisxpermit. Electrical Minimum of Five Call Inspections Required for All Construction Work:.. . ,I 1.Foundation or Footing -'�� Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection _ 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department ' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: o r• e. • • • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 315 Parcel .39. Application # Health Division Date Issued q/ Conservation Division Application Fee' Planning Dept. Permit Fee ( � I - Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address ' / �� � I2,0' ► Q ��- _.-__ � � _�. Village VQXV1�}Qb,e Owner C � �iCf�le�llLV`fi �L Addres 1 " D l/ �0 `tfidr Telephone 3-O _ 7 t I — 1 Li J 3 L I O '4( Permit Request acne 3e X-16- -1 C\ T 1 I A\ Lu��� 1\'e.W C \€.3 V Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation I,g r 0 0 0 Construction Typeakcaffl Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family (# units) Age of Existjng 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: existingnew Half: existing °= new9 g _ .. Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count (9 Heat Type and Fuel: ❑ Gas ❑ Oil U Electric ❑ Other rn Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: Cl Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing 0 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# Current Use Proposed Use 110 C'., Tele r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 34-W1 m CCD.-1 1 C,U46 Telephone Number (p I 1'3 IM—(a-6 a Address Li9 License # 1 °tC-Ar� ( (\ rl PO- ( 4' ,y Home Improvement Contractor# Worker's Compensation # 74:) wE G D i c9 .0 / ALL CONSTRUCTION DEB IS RESUL ING FROM T 'ROJ T WILL BE TAKEN TOVallASN S\ b - , f SIGNATURE DATE 9 —to 15� FOR OFFICIAL USE ONLY APPLICATION# LATE ISSUED • 1 r .MAP/PARCEL NO. • +L ADDRESS VILLAGE OWNER • c DATE OF INSPECTION: k FOUNDATION: : FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH , FINAL FINAL BUILDING t t DATE CLOSED OUT ASSOCIATION PLAN NO. • Ty Town of Barnstable 's Regulatory Services BARN6Ta8Lr. • � Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b.arnstabfe.ma.us Office: 508-862-4038 Fax: 508.790 6Z30 Property Owner Must Complete and Sign This Section If Using A Builder • • I c /V z 7I t.1/r2 hCa, as Owner of the subject.properiy hereb autho ` 1 MC C ` f Vele/170# ' pie 'hllf, Y r�.7.U�(11 � �C�JC�d�e Ito act on my beha lf, in all matters relative to work authorized by this building permit application for. 5 2 Ce2#- J v Ca 7`"r o,1 /4/47 (Address of Job) 4110.0,a1.111111111PIIIPP"-- %gnats of Owner Date • c_ 2.4z-74,,fie /t) • Print Name �& eye r e.al 7e.e. tteana�es e If Property Owner is applying for permit please complete the Homeowners License Exemption Foul' on the reverse side. Q:r-oeMs:OtirrrE1 ER.'or[ss)D. NSTAR ELECTRIC COMPANY ASSISTANT SECRETARY'S CERTIFICATE I, the undersigned, HEREBY CERTIFY that at a meeting of the Board of Directors of NSTAR ELECTRIC COMPANY ("Company"), duly called and held on September 29, 2014,at which meeting the entire Board was present and acting throughout,the following resolutions were duly adopted: RESOLVED,that the Chief Executive Officer,the President, the Senior Vice President and General Counsel and.the Vice President-Supply Chain,Environmental Affairs and Property Management of the Company("Authorized Officers")are severally authorized to execute and deliver, in the name and on behalf of the Company,any and all deeds,releases,easements,modifications of easements,grants, leases,permits,licenses,certificates or other documents necessary or desirable, in the opinion of the Authorized Officer taking such action,to sell,transfer,convey, surrender,release,grant or otherwise dispose of,or to lease,release or grant any interest in,any piece or parcel of real property owned by the Company or any interest of the Company in teal property of others. RESOLVED, that.the Authorized Officers are severally authorized to take such further actions as may be necessary or desirable, in the opinion of such officers,in connection with the disposition of,or the removal of any encumbrance affecting any piece or parcel of real property or any interest in real property disposed of pursuant to the foregoing resolution. RESOLVED,that the Authorized Officers have the authority by and to the extent of their offices and within the scope of their respective responsibilities to sign for and on behalf of the Company all documents necessary and incidental to the purchase of any interest in real property, subject to the signature authority limits contained in applicable corporate policies,including the Delegation of Authority Policy. RESOLVED,that each of the Authorized Officers has the authority to delegate to Directors,Managers and other employees, agents and representatives of the Company the authority to sign for and on behalf of this Company all documents necessary and incidental to (i)the disposition of any piece or parcel of real property or any interest in real property disposed of pursuant to the foregoing resolutions,or(ii)the purchase of any interest in real property, subject to the signature authority limits contained in applicable corporate policies, including the Delegation of Authority Policy. i DO FURTHER CERTIFY that the foregoing resolutions are still in full force and effect as of this date. . e r .t , , I DO FURTHER CERTIFY that pursuant to the resolutions set forth above, Ellen K. Angley, Vice President-Supply Chain,Environmental Affairs and Property Management, who is an Authorized Officer of the Company, did delegate to Salvatore Giuliand, Manager of Real Estate, lawful and proper authority to sign for and on behalf of the Company documents, including the document accompanying this Certificate, and that the execution of such document represents the binding and authorized action of the Company made in compliance with the terms of the resolutions set forth above. IN WITNESS WHEREOF,I have hereunto set my hand on this l 1`h day of May,2015.. rence J. Iacono Assistant Secretary • CHAPPELL V I ENGINEERING • (70R- � ®ASSOCIATES 1.1.0 C, 1(<D () 1 Civil•Structural•Land Surveying 4\ -?\, .., I August 27, 2015 I Mr. Egor Evsuk Verizon Wireless 400 Friberg Parkway Westborough, MA 01581 Reference: Structural Review Barnstable 2, 52 Communications Way, Barnstable, MA 02630 Dear Mr. Evsuk: . Chappell Engineering Associates, LLC has reviewed proposed modifications to the installation of Verizon Wireless's telecommunications facility at the'above referenced location. Verizon proposes to replace: (3)ATMA WSD 1A20 TMA's(10.1"x 8.7"x 2.8", 8.4 Ibs) with (3)ATMAP 1A20 TMA's(10.1" x 8.7"x 2.8", 8.4 lbs) Based on our review of the loads and the available drawings, we feel the building has adequate capacity to accommodate the installation as proposed. This assertion is based on the assumption the original design and construction was performed in accordance with all applicable state and local building codes, conditions, and ASTM standards of material testing. If you have any questions regarding this proposal, please do not hesitate to contact our office. Very truly yours, Chappell Engineering Associpte$,tL : Ffizi,''y ice'• EV°i... L r�,)y;o Q � C/! es5•r: i 0. qc8 oa , d.;:e c J e David A. Chappell, P.E. �41Ne'; r. � '`� R.K.Etecuiive Cen ire o 201 Boston Post Rood West 0 Suite 101 0 fviuriboro ngi1,MA 01752 1.508 481.7400 0 www.chappellengine,ering.corn 0 f.508.481.7406 Product Data Sheet ATMAWSD-1A20 WPS AWS Dual Duplex UltraAmp Tower Mounted Amplifier, AISG 2.0 Compatible and CWA IMMorm— Product Description Designed for use in AWS deployments,the RFS UltraAmp Tower Mounted Amplifier(TMA) improves base station receiver sensitivity and enhances coverage.TMAs can increase data rates without a reduction in capacity.This full band TMA covers the entire 60MHz bandwidth in the AWS t? r frequency band and is designed with a very low noise figure.The TMA can be used with any type of UMTS Base Stations requesting a 12dB gain and is compliant to AISG(1.1 or 2.0)protocol standard. The TMA features an AISG(RS-485)output connector to an Antenna Control Unit(ACU)for antenna Remote Electrical Tilt(RET).The TMA is made of cast aluminum and has a light grey painted housing to blend with antenna radomes.Its dual-duplex configuration enables the use of a single 0 feeder for both Tx and Rx.Additionally,an automatic bypass feature enhances system reliability in -, case of DC power,or LNA failure.The unit is lightweight,weighing just 3.8 kg(8.4 lb)for a twin unit. It is easy to install with in-line connector placements and meets IP67 requirements for ingress protection. Features/Benefits •Two TMAs in a single enclosure—reduces tower loading and installation time •Very Low Noise Figure—overcomes feeder losses and enhances site coverage •AISG 2.0 protocol compatible—enables TMA alarm reporting and supports easy remote tilt connection •Dual-duplex configuration—enables use of a single feeder for both Tx and Rx •Low insertion loss Tx filter—helps maintain good downlink coverage •Lightest weight high performance TMA available—reduces tower loading and facilitates installation. •Equipped with breather valves—guards against internal condensation •Auto Bypass Switch—increases the reliability of the system •Dual mode alarm system—flexible for both CWA and AISG Technical Specifications Product Type Tower Mounted Amplifier Frequency Band,MHz 1710-2170 Noise Figure,Typical,dB <1.05 midband Gain,dB 12±1 Power Supply Voltage,VDC 10-30 Configuration Twin,Dual Duplexed,with auto bypass function Mounting Wall,pole Gain Ripple,dB +/-0.8 Rx;+/-0.1 Tx Uplink Frequency,MHz 1710-1770 Downlink Frequency,MHz 2110-2170 Bandwidth Tx&Rx,MHz 60 Output IP3,Min,dBm +25 Tx Loss,Max,dB 0.4 2 Tx Loss,Typical,dB 0.25 P Return Loss All Ports,Min,dB 18 o Bypass Return Loss,dB >14 typical Bypass Insertion Loss,Max,dB <0.9 Tx Rejection in Rx Branch,Min,dB 80 Rx Rejection in Tx Branch,Min,dB 60 • Tx Power Handling,Max,W 250 cw,5000 peak IMP Level at the ANT Port,Min,dBm -117 @ 2*43 P. t, Antenna Port Power Handling Rx,dBm 17 y Voltage Ripple Handling 150 mVp-p amplitude .5 Impedance,Ohms 50 Insertion Loss,dB <0.4 • Group Delay,ns <35 Rx;<20 Tx Group Delay Variation,ns <10 Rx;<20 Tx . Temperature Range,°C(°F) -40 to+65(-40 to+149) Environmental ETSI 300 019 1-4 Class 4.1 E m Ingress Protection IP67 c Lightning Protection IEC 61000-4-5 10 kA,8/20 us/IEC 1312-1 50 kA, 10/350 us 8; Connectors 7-16 Female Long-neck W AISG Connectors 8-pin Circular Multi-pole,IEC 30130-9;IP67,Hex Nut a RFS The Clear Choice® ATMAWSD-1A20 Rev.— Print Date:13.06.2011 Please visit us on the Internet at btto:/lwww.rfsworld.coml Radio Frequency Systems Product Dna= ATMAWSD-1A20 'RIPS AWS Dual Duplex UltraAmp Tower Mounted Amplifier,AISG 2.0 Compatible and CWA Weight,kg(lb) 3.8(8.4) Application AWS Dimensions,H x W x D,mm(in) 256 x 220 x 71 (10.1 x 8.7 x 2.8),includes connector length Volume,L 3.7 Notes I [AID I F �11111:111 'Configuration 1I L Configuration 2 3 ICo'figuration 11 jConfiguration 21 'Configuration 31 'Configuration 41 Y Y Y Y Y Y Y Y Y Y Y Y .i LNAA OFF MA OFF VV VV V V/J L// V// V0 ' VV ' V I- I I I I I I. I I I I BTS1 BT552 BTS1 BT52 8T51 BTS2 BTS1 8T52FM BTS1 8752 8151 B752 8 BTS? I! n 115 IF 11 DC DC DC DC OC,AISG DC DC DC+AISa OC,AISG DC+AISG TMA1 TMA2 ThAA1 IMA2 TMAS TMA2 TMA1 TMA2 TMAM TMA2 Normal Current 100 100 100 100 ISO no 100 - 180 180 180 ,t-20 mA•1.20 mA ,t•20mA ,1.20mA •f•20 mA,7.20 mA ,7-20 mA*r•20mA 0•26mA ,7-20 mA Alarm Cut tent 180 180 180 160 80- 50 80 80 .1-20 mA 47.26mA .-20 mA ,1-26mA ,7.26 mA 0mA 0 FriA. ,7-,20 n,A ./-20 mA .1.20 mA ATMAWS1)-IA20 supports every connection configuration shown above, 0 C 'C m E 0 `o m E m C 0 C 0 u O u m d a, m . m C m m 0. m L_ C_ C a C O u C 0 a .2 C RFS The Clear Choice® ATMAWSD-1A20 Rev: Print Date:13.06.2011 Please visit us on the Internet at bttp:l/www.rfsworld.coml Radio Frequency Systems • • Product Data Sheet ATMAP-1A20 I N',�S AWS/PCS Dual Duplex UltraAmp Tower Mounted Amplifier, AISG 2.0 Compatible and CWA. . . � Product Description Designed for use in AWS/PCS deployments,the UltraAmp Tower Mounted Amplifier(TMA) improves base station receiver sensitivity and enhances coverage.Use of these TMAs can increase �- data rates without a reduction in capacity.These TMAs are wideband and cover the entire 60 MHz in the AWS and PCS frequency bands.The unit is extremely lightweight,weighing just 3.8 kg(8.4 lbs) for a twin unit.It is easy to install and meets IP67 requirements for ingress protection.The TMA is made of cast aluminum and has a light grey painted housing to blend with antenna radomes.Its dual-duplex configuration enables the use of a single feeder for both Tx and Rx.It is also AISG 2.0 compatible. Q Features/Benefits •Two TMAs in a single enclosure-reduces tower loading and installation time •Very Low Noise Figure-overcomes feeder losses and enhances site coverage •AISG 2.0 protocol compatible—enables TMA alarm reporting and supports easy remote tilt connection •Dual-duplex configuration—enables use of a single feeder for both Tx and Rx •Low insertion loss Tx filter-helps maintain good downlink coverage •Lightest weight high performance TMA available—reduces tower loading and facilitates installation •Equipped with breather valves—guards against internal condensation •Auto Bypass Switch-increases the reliability of the system •Dual mode alarm system—flexible for both CWA and AISG Technical Specifications Product Type Tower.Mounted Amplifier Frequency Band,MHz 1710-2170 Noise Figure,Typical,dB <1.05 midband.(AWS);<1.10 midband(PCS) Gain,dB 12±1 Power Supply Voltage,VDC 10-30. Configuration • Twin,Dual Duplexed,with auto bypass function Mounting Wall,pole Gain Ripple,dB +/-0.8 Rx;+/-0.1 Tx(AWS),+/-0.15 Tx(PCS) Uplink Frequency,MHz 1710-1770(PCS), 1850-1910(AWS) Downlink Frequency,MHz 1930-1990(PCS),2110-2170(AWS) Bandwidth Tx&Rx,MHz 60 Output IP3,Min,dBm +25 Tx Loss,Max,dB 0.4 Tx Loss,Typical,dB 0.25 c Retum Loss All Ports,Min,dB 18 P Bypass Return Loss,dB >14 typical 15 o Bypass Insertion Loss,Max,dB <0.9 Tx Rejection in Rx Branch,Min,dB 80 Rx Rejection in Tx Branch,Min,dB 60(AWS),50(PCS) ▪ Tx Power Handling,Max,W 250 cw,5000 peak t IMP Level at the ANT Port,Min;dBm -117 @ 2*43 • Antenna Port Power Handling Rx,dBm 17 Voltage Ripple Handling 150 mVp-p amplitude q. Impedance,Ohms • 50 Insertion Loss,dB <0.3(PCS),<0.2(AWS) Group Delay,ns <120 Rx;<42 Tx(PCS),<20 Tx(AWS) ▪ Group Delay Variation,ns <100 Rx;<25 Tx(PCS),<5 Tx(AWS) Temperature Range,°C(°F) • -40 to+65(-40 to+149) . Environmental ETSI 300 019 1-4 Class 4.1 E •. • Ingress Protection IP67 , Lightning Protection IEC61000-4-5 10 kA,8/20 us/IEC 1312-1 50 kA,10/350 us o Connectors 7-16 Female Long-neck • AISG Connectors 8-pin Circular Multi-pole,IEC 30130-9;IP67,Hex Nut Weight,kg(lb) 3.8(8.4) RFS The Clear Choice® ATMAP-1A20 Rev: Print Date:13.06.2011 Please visit us on the Internet at bttp:l/www.rfsworld.coml Radio Frequency Systems'. Product Data Sheet ATMAP-1A20 "R'FS AWS/PCS Dual Duplex UltraAmp Tower Mounted Amplifier, AISG 2.0 Compatible andCWA Application AWS/PCS Dimensions,H x W x D,mm(in) 256 x 220 x 71 (10.1 x 8.7 x 2.8),includes connector length Volume,L 3.7 Notes C9ti/L•1(1 RICO A G MODE [Configuration 1 [ Configuration 2 J Configuration 1J [Configuration 2j ,Configuration 3" (Configuration 41 Y Y Y . Y Y Y Y Y Y Y Y Y UTAOrF wear VV VV OD Vv Vv � V VV r-- V y V I I I I I I I I I BTS1 BTS2 BTSI ST52 BT51 BTS2 BT51 8T52 8T51 8T52 8T51 BTS2 8TS1 B152 It It it it l it 4 I oC DC DC DC DC+AISG DC DC DC+AISG DC+Also DC+AISG TMA1 TMA2 TMA1 TMA2 7MA9 TMA2 TMAM TMA2 TMAO TMA2 Normal Current 100 100 t00 100 180 100 100 MO 110 ISO +4.20 mA 4i-20 mA at-20mA sl-20mA .1-20 ark-r-20mA ,J-20 mA,1-20+M 44-20mA .1-20n,A Alarm Current /80 180 180 100 80 80 80 80 i•20 MA.4•20aA .r.20 MA .4.20n'A .4•200FA OIM PIna t420RtA •h20 MA - 1.120 mA ATMAP-IA20 supports every connection configuration shown above.. m C m 0 0 `o m E m C 0 a 8 0 U a a a, m N r0 a 9 m m a m • C 17, C a, C O O C O N RFS The Clear Choice® ATMAP-1A2O Rev:— Print Date:13.06.2011 Please visit us on the Internet at btto:l/www.rrswortd.coml Radio Frequency Systems BARNSTABLE 2 MA verkon wireless Antenna Design Design Revision History Rev#: 0 Date: 2/6/2015 Author: M.AlSammarraie Revision(s): Antenna design for PCS Add. I VZW -New England East Antenna Design v1.73-December 18, 2014 Date:2I6I2015 - - -Replace the AWSTMA's with AWS/PCSTMA's. . -Diplex AWS and PCS-LTE In the shelter. RF Enq:M.AlSammarraie . ' - - Project Description:-No RRH's on the pole.No changes on the Antennas or the Coax runs. Site Name:BARNSTABLE 2 MA Structure:Utihy Pole • .. - 700 - ALPHA - BETA • GAMMA EXISTING NEW • - EXISTING • NEW EXISTING NEW Ant Vendor COMMSCOPE COMMSCOPE -. .' COMMSCOPE " COMMSCOPE • COMMSCOPE COMMSCOPE Ant Model LNX-6514DS-AIM - LNX-6514D5-AIM . LNX-6514DS-A1M _ LNX-6514D5-AIM LNX-65140S-A1M LNX-6514DS-AIM Quantity 1 1 1 1 1 t . Centerline(feet) Azimuth(ETN) 70 76 " . 185 _ 185 275 275 Tilt-Mechanical(-down,+up) 0 0 - - 0 - -0" - Tilt-Electrical(-down,+up) Gain(dBd) . 13.71. ' 13.71- .. 13.58 . 13.58 . . - 13.71 . . 13.71 Horizontal BW 65.5 65.5 68.2 66.2 65.5 65.5 Vertical BW - 12.2 12.2 - ' 12.5 .12.5 - 12.2 • 12.2 ' Dimensions-LxWxH(In) . 72.7x11.9 x7.1 . 72.7o11.9 x7.1 72.7 x11.9 x7.1 , : 72.7 x11.9 x7.1 • 72.7 x11.9x7.1 72.7x 11.9 x 7.1 Weight(Ibs) 39.3 . - 39.3 30.3 _ . 39.3 39.3 39.3 850 ALPHA . BETA GAMMA • EXISTING NEW . .EXISTING. •• 'NEW EXISTING NEW Ant Vendor ANTEL ANTEL . ANTEL - - ANTEL ANTEL ANTEL Ant Model BXA-700036CF-2650MH2 BXA-70063-OCF-2-850MHZ-BXA-700838CF-2650MHZ BXA-70063-6CF-2-850MHZ BXA-700836CF-2650MHZ BXA-70063-6CF•2-850MHZ Quantity 1 1 . 1 ' 1 1 1 Centerline(feet) 94 94' 94 . 94 94 94 I Azimuth(ETN) 70 70 185 185 275 275 .• Tilt-Mechanical(-down,+up) 0 0 -4 - -4 0 0 • Tilt-Electrical(-down,+up) -2 - -2 - -2 - -2. -2 -2 Gain(dBd) 14.5 ' 14.5 ' 14.5 14.5 14.5 14.5 • Horizontal BW 64.2 - 64.2 64.2 64.2 64.2 64.2 Vertical BW 11.5 11.5 ' • 11.5 11.5 ' 11.5 11.5 • Dimensions-Lx W xH(in) 71.02 x11.22 x4.49 . 71.02 x 11.22x 4.49 71.02x11.22 x4.49 71.02 x 11.22 x 4.49 71.02 x11.22 x4.49 71.02 x 11.22 x 4.49 Weight(Ibs) 17.43 17.43 17.43 17.43. _ 17.43 17.43 PCS CDMA ALPHA . ' ' ' BETA ' GAMMA EXISTING • NEW : EXISTING " NEW EXISTING NEW Ant Vendor RYMSA RYMSA RYMSA - RYMSA RYMSA RYMSA Ant Model MG D3-800T2 MG D3.80072 MG D3-800T2 . MG D3-80072 MG D3-800T2 - MG D3.80072 Quantity 1 1 1 . . 1 1 1. Centerline(feet) 95 - 95 • - 95 95 95 95 Azimuth(ETN) 70 - 70 185 185 275 275 Tilt-Mechanical(-down,+up) 0 . 0 -i _ -1 0 -• 0 Tilt-Electrical(-down,+up) - -2 2 - 2 --2 -2 2 . Gain(dBd) 16.01 . .. ' ' 16.01 •16.01 • 16.01 16.01, 16.01 ' I Horizontal BW 65.5 . 65.5 ' 65.5 65.5 65.5 - - 65.5 • Vertical BW 7• ' 7 7 ' 7 ' 7' • 7 Dimensions-Lx W xH(in) 52.7 x8.3x3.5 • 52.7 x6.3x3.5 52.7 x6.3x3.5 52.7 x6.3x3.5- ' 52.7 x6.3 x3.5 52.7 x6.3 x3.5 Weight(Ibs) 15 ' '15.. 15 ' 15 15' . 15 • AWS , ' ALPHA. ' ' BETA • ' GAMMA EXISTING NEW EXISTING. NEW EXISTING ' NEW Ant Vendor . ANDREW. ' ANDREW .ANDREW . ANDREW .• ANDREW . ' ANDREW Ant Model ' HBX6516DS-A1M HBX-6516D5-AIM- HBX-6516DS-A1M. HBX-6518DS-AIM HBX-6516DS-A1M HBX-6516DS-A1M Quantity 1 1 1 1 1 • 1 • Centerline(feet) 95 95 95 - 95 95 95 Azimuth(ETN) _ 70'- • 70 _ 185 185 . , 275 ' 275 Tilt-Mechanical(-down,+up) 0 0 ' ' 0 0 0 ' 0 . Tilt-Electrical(-down,+up) -2 ' _ •2. -2 -2 -2 ' •2 Gain(dBd) . 15.75 15.75' ' • • . 15.75 • • ' 15.75 15.75 • 15.75 .. Horizontal BW 65.2 65.2 65.2• 65.2 65.2 ' 65.2 Vertical BW - 6.8 6.8 6.8 6.8 6.8 • 6.8 Dimensions-Lx WxH(in) 51.42 x 6.54x 3.31. 51.42 x 6.54x 3.31 ' 51.42 x 6.54 x 3.31 51.42 x 6.54 x 3.31 51.42 x 6.54x 3.31 51.42 x 8.54 x 3.31 . • Weight(Ibs) 10.37 10.37 10.37 10.37 10.37 10.37 PCS LTE - ALPHA • ' ' BETA ' GAMMA ',I EXISTING ' NEW EXISTING NEW EXISTING NEW Ant Vendor COMMSCOPE COMMSCOPE COMMSCOPE Ant Model - HBX-6516D5-AIM - HBX6516DS-AIM HBX-6516DS-AIM Quantity 0(SAME AWS AWS) 0(SAME AWS AWS) 0(SAME AWS AWS) Centerline(feet) 94 94 94 Azimuth(ETN) 70 185 275 Tilt-Mechanical(-down,+up) 0 - 0 - 0 Tilt-Electrical(-down,+up) 2 -2 -2 . Gain(dBd) 15.42 15.42 15.42 • Horizontal BW 64.5 64.5 64.5 Vertical BW 7 7 7 - • Dimensions-L x W x H(in) 51.4x6.5 x3.3 - - 51.4 x6.5x3.3 51.4 x6.5x3.3 Weight(Ibs) 10.4 - 10.4 10.4 GPS Vendor PCTel GPS GPS Model GPS-TMG-HR-26NCM Duan5ty 1 VOW-New England East Antenna Design v1.73-December 18,2014 !' - • 1\I' Coax ALPHA ' BETA GAMMA EXISTING NEW EXISTING NEW EXISTING NEW ' Main Line#1-Diameter 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" 1-5/8" Main Line#1-Quantity 6 6 6 6 6 6 Main Line#2-Diameter Main Line#2-Quantity #of Jumpers(At Antennas) 10 10 10 10 10 10 #of Jumpers(At Equipment) 10 12 10 12 10 12 S litters/Di lexers ALPHA BETA GAMMA p p EXISTING NEW EXISTING NEW EXISTING . NEW At Antennas-Vendor •CSS CSS CSS CSS CSS CSS At Antennas-Model DBC-7CAP DBC-7CAP DBC-7CAP DBC-7CAP DBG7CAP DBC-7CAP At Antennas-Quantity 2 2 2 2 2 2 At Equipment-Vendor CSS CSS+RFS CSS CSS+RFS CSS CSS+RFS At Equipment-Model DBC-7CAP DBC-7CAP+FDAP501211C-3L DBC-7CAP DBC-7CAP+FDAP5002/1CJC DBG7CAP DBC-7CAP•FDAP5002/1C-3L At Equipment-Quantity 2 2+2 2 2+2 2 2+2 LTE TMA ALPHA BETA GAMMA 11 1 EXISTING NEW EXISTING NEW EXISTING NEW LTE 700-Model LTE 700-Quantity LTE700-Size(LxWxD)(in) LTE 700-Weight Installed(Ibs) • LTE AWS/PCS-Model ATMAWSD-1A20 ATMAP-1A20 ATMAWSD-1A20 ATMAP-1A20 ATMAWSD-1A20 ATMAP-1A20 LTE AWS/PCS-Quantity 1 1 1 1 1 1 LTEAWS/PCS-Size(LxWxD)(in) 10.1x8.7x2.8 10.1x8.7x2.8 10.1x8.7x2.8 10.1x8.7x2.8 10.1x8.7x2.8 10.1x8.7x2.8 LTE AWS/PCS-Weight Installed(Ibs) 8.4 8.4 • 8.4 8.4 8.4 8.4 • RRH Feeder System EXISTING NEW EXISTING NEW Hybrid 6x12 Cable-Quantity 0 Reycap DB-B1-6C-12AB-0Z(Ig box w/surge)-Quantity 0 Hybrid 4x8 Cable-Quantity 0 Reycep DB-T1-6z-12AB-oZ(Ig box wiout surge)-Quantity 0 HybridlxlJumper-Quantity 0 Raycap DB-E1-2C-4AB-OZ(sin box w/surge)-Quantity 0 - -Reycap.Reck-Mount OVP-Quantity 0 RRH Diagram VZW-New England East Antenna Design v1.73-December 18,2014 SvStem ALPHA BETA GAMMA T 7 EXISTING NEW EXISTING NEW EXISTING NEW #of Main AISG Cable(at antennas only) 1 1 0 0 0 0 #of Main AISG Cable(in shelter only) 0 0 0 0 0 0 #of Main AISG Cable(home run from shelter to antennas) 0 0 0 0 0 0 #of Bias-Ts at Antennas 0 0 0 0 0 0 #of Bias-Ts in Shelter 0 0 0 0 0 0 #of AISG Jumpers-To Same Antenna 0 0 0 0 0 0 #of AISG Jumpers-To Different Antenna,Same Sector 1 1 2 2 1 1 #of AISG Jumpers-To Different Antenna,Different Sector 0 0 0 0 0 0 LEGEND D T • A Main AISG cable 1 RRH/Bias-T connector point iV:1 System Diagram B Same antenna AISG jumper 2 1st AISG imput C Different antenna(same 3,5,7,... AISG output to jumper sector)AISG jumper 4,6,8,... AISG input from jumper D Sector to sector AISG jumper NO CHANGES VZW-New England East Antenna Design v1.73-December 18,2014 r . Color Codes I 850 • PCS 700 . AWS • TxRx0 TxRx0 TxRx0 TxRx0 TxRx1 T�xRx11� TxRx1 TxRx1 Alpha ® Ell ED ® MM. I -I —L 1 ME ED Beta CO ' 7 E. CO I I I 1 0 E■ Gamma ® OD ® I,.0 M®'„ LI® Inl Antenna Array Layout Alpha 0 New Antenna#1: LNX-6514DS-A1M New Antenna#2: - HBX-6516DS-A1M New Antenna#3: MG D3-800T2 z� New Antenna#4: BXA-700636CF-2-850MHZ �/ . Beta 1 New Antenna#5: LNX-6514DS-A1M • 1 CI 40 New Antenna#8: HBX-6516DS-A1M ®' New Antenna#7: MG D3-800T2 4 New Antenna#8:• BXA-70063-6CF-2-850MHZ . . gamma Gamma WS New Antenna#9: LNX-6514DS-A1M �� New Antenna#10: HBX-6516DS-A1 M n 1E�' VS New Antenna#11: MG D3-800T2 New Antenna#12: BXA-70063-6CF-2-850MHZ beta Speclfii Color Codes for LTE Tr'/We PM � . R. I ��1 14 m ED Comm . Av.. �_ Antenna System Layout — Em aim a.mm®cm. ® azza. 1 1 • Existing Configuration 'New Configuration - LTE AWS PCS 850 LTE AWS/PCS-LTE PCS-COMA 850 View is from X Ibehind antenna X array looking X outwards . X 1 H 1 t Please evenly Il II i VI , I 00 0 i II I I ; i , ; space antennas across each • 0 I AWS - L AWS - I sector. TMA Crone Cre a PCSCeBand Bend TMA BdcouplefCoupler TowerCoe` For Xpol antennas,1 sheBer 1 ' --- --- BRBG/BP are connected t01 ti to the+45 port,and crane crone om. Ce- BYBBG/BBP are eaaa Bead BaCoupler Coupler �vcoer connected to the-45 Dort. For Circular Pole antennas,BR/BG/BP are el I I I I I fl 1fl 1 i I I I . I I II Clockwise port,and �N1 ! I BY/BBG/BBPare connected to the Counter- • Clockwise port. • LTE AWS LTE AWS PCS" PCS- Cell Cell 850 Cell PCS Cell Cell Cell LTE 850 Cell CDMA Cell Cell VZW-New England East Antenna Design v1.73-December 18,2014 • • Existing Verizon Wireless Antennas Mounted - • ., .To Transmission Tower Extension - _ - - - ink, (Typ 4/Sector)(12 Total) . (ln REMAIN) I = C,J_ Of Existing.Antennas Cf0_BRAVO ,.///�Qc� . - ELEV.-= 94'-0-t A.G.L. VOITX_011wi e✓1 7 • THE Of Existin�q NSTAR Tronsmission Tower 1 • APPROXIMATE TRUE NORTH Existing NSTAR Elev.'=9090-0 t A.G.L. VERIZON WIRELESS 400 FRIBERG PARKWAY -Z .Transmission Tower - - WESTBOROUGH, MA 01581-3956 • PRDPosED nws/PCs Tt�tA ��'s' • • ® • (TYP-1/SECTOR)(3 TOTAL) • ® Existing Tower Extension Mounted • To Transmission Tower • BARNSTABLE 2 MA Existing Doghouse I - �. .. At Grade - Existing Transmission - - Tower.Standoff Arm. Existing NSTAR i - .. Transmission Tower ANTMO DRAWINGS ' Existing.NSTAR I - _ Transmission Lines (Typ) .. Existing Ice Existing HVAC 0 03/24/15 FOR SUBMITTAL Bridge (Typ.) (TYP•-2) - Dewberry x u x >< \/ Dewberry-Goodkind,Inc. /\ Imo SUMMER STREET OR x AWSIIPCS PCS ' MAH1221D LTE -LTE I �smsato -C®MA 850 T ism x 17.1198.3400 I caossrO1i' CROOf01a cROUP011a caossrozz - 4 �' *k ' • x FF23 z a ill.,ear, REVETTEExisting Chain Existing 4's 14' - - - g. _ci gCfVILUnk Fence - Concrete Pad - p 47� p Q x x G L No.49220fdpfo ,,, bXx � .�� v,:' l.-':- Existing Coax ItlO�: Existing Verizon (TYP•)(TO REMAIN) Wireless 11'-8'x3D'-0". - 1. AS VIEWED STANDING BEHIND THE ANTENNAS. X ' Equipment Shelter - - - - 2. TYPICAL FOR 3 SECTORS. VERIFY FINAL ANTENNA ORAWN-BY: JCM!J . / \ - - DESIGN SHEET PRIOR TO CONSTRUCTION. - - A . .-- _ REVIEWf.DBY: JCM; 'CI l _ -4 ANTENNA CONFIGURATION ® I cHHDOfEbXBY 0 BOP 1 Existing Vent SCALE:N.T.S. =,r A Y x ` _ �, PRONFr UMBER: w, 50002ti9'23 JOB NUMBER: _": 9"3 5007O 8 x Ld) \ct Existing Doghouse _ 1--'1 �' 03 At Grade\ J11 x Y. Existing 13'-6" _ _ SIZE ADDRESS !11 1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN - X Double Swing Gate y 52 COMMUNICATIONS WAY FOR CLARITY. Existing Door //� x (TYPa i BARNSTABLE, MA 02630 2. NORTH SHOWN AS APPROXIMATE. - .. - . I-----x x x x x x= / SHEET TIRE 3. ANTENNA AND TOWER ELEVATIONS SHOWN ARE - APPROXIMATE - . . - . b. • 4. ANTENNAS, MOUNTS & COAX TO BE INSTALLED PER - - - Gr TOWER MANUFACTURER RECOMMENDATIONS &TOWER •^ I. • - Exisg ae _ _ EXISTING SITE PLAN tin ANALYSIS SPECIFICATIONS & ELEVATION S. DEWBERRY►AS NOT BEEN CONTRACTED TO PERFORM A EXISTING SITE PLAN ` ELEVATION SHEET NUMBER STRUCTURAL ANALYSIS ON THIS TOWER AND THEREFORE SCALE 1/18"a1' FOR 11'xlT 1 SCALE: 3/32'=.1' FOR 11'x17" ASSUMES NO RESPONSIBILf1Y FOR THE STRUCTURAL 1/B'=•1' FOR 22'x34' . 3/16'-1' FOR 22'x34' O B.. ,Z: " A 8: COORDINATE ALL WORK WITH NSTAR. 0' 4 B' 1B' 1 * I . .. ” . PrTerra ,.,, ,---6.., (T,,b DESIGN GROUP, LLC D 7-d\b July 9,2014 Mr.Thomas Perry Building Commissioner Building Division 200 Main Street Hyannis, MA 02601 RE: Verizon Wireless AWS Alteration on an existing Utility Pole with Mast BARNSTABLE 2,MA Com 52munication-Wa Hyannis,MA 02601 Mr. Perry; ProTerra Design Group, LLC has reviewed the completed construction for the above-mentioned Verizon Wireless site improvements in accordance with the applicable provisions of the 8th Edition of the Massachusetts State Building Code (780 CMR)with MA Amendments to IBC 2009. Based on the observations made from ground level and information provided by the contractor, Green Mountain Communications, Inc., ProTerra Design Group, LLC concludes to the best of our knowledge and belief that the construction is in general conformance with the approved plans issued by ProTerra revised through February21,2013,as noted in the attached Field Inspection Report. If you have any questions or need further information please do not hesitate to call. Sincerely, ProTerra Design Group,L���ZN OF A.gss� 1• : JESSE M, G t ore Moreno, P: aging Partner 44, 4f) I Enclosure ' el. { ProTerra Design Group,LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320-4917 Northampton,MA 01060 E:info@proterra-design.com • PrTe), FIELD INSPECTION REPORT 'erra DATE JOB# DESIGN GROUP, LLC 6/30/2014 12-048 PROJECT Verizon Wireless PREPARED ProTerra Design Group, LLC BARNSTABLE 2 MA BY: 1 Short Street,Suite 3 52 Communication Way Northampton, MA Hyannis, MA 02601 Ph:413-320-4918 CONTRACTOR OWNER Green Mountain Verizon Wireless Communications, Inc. 702 Riverwood Drive Pembroke, NH 03275. SUBMITTED Mr.Thomas Perry WEATHER TIME TO: Building Commissioner Building Division Clear-80°F 11:00 AM 200 Main Street PRESENT AT SITE ORGANIZATION Hyannis, MA 02601 Victor Moreno ProTerra Design Group, LLC Pursuant to the Massachusetts Amendments to the IBC 2009 §1701.1.1 Construction Control of the 8th edition of the Massachusetts State Building Code (780 CMR),the following is a progress report documenting the construction which has been completed to date at the above-mentioned site. The following items have been completed under the AWS Project: 1) (6)Six panel antennas (2 per sector)have been removed and replaced with new antennas in kind. The antennas are secured to the existing pipe mounts attached to the existing Platform Frame mounted to the mast supported by the utility pole as per structural analysis of record by Chappell Engineering Associates, LLC dated 02-15-2013. (See attached excerpt) 2) Installed(2)CBC Combiners(RF cable combiner), 2 per sector,6 total, behind antennas and (1)AWS TMA(small amplifier) per sector,3 total, behind antennas as per plan. 3) Installed (6)Six 1-5/8"0 Coax cables from Verizon Shelter through underground conduit, up utility pole double stacked on top of existing coax run to antenna level as per plan. 4) The replacement of(6)additional antennas (2 per sector)under previous LTE Project alterations appears to have been completed and are not included in this controlled construction affidavit. 5) We have noted the presence of a large bird's nest atop the platform. BARNSTABLE 2 MA Page 1 of 3 Field Inspection Report 6/30/2014 The comments in this field report are a record of observations made on site. If there are any errors or omissions please notify ProTerra Design Group, LLC in writing or all comments and all parties shall consider this report factual and acceptable. COPIES TO: File SUBMITTED: 1 es Gruber, E. .T. Project Engineer REVIEWE P Jess oreno, P.E.Managing Partner BARNSTABLE 2 MA Page 2 of 3 Field Inspection Report 6/30/2014 , riPilli OW I(ti, r�.t ---- —_� Al-,•p,f,i1, rit./10.41 a .14, ,,..,,,,:::v ,,,,:;:, ./ ./, , , , P-1:Panel Antennas mounted P-2: Panel Antennas mounted on existing pipe mounts on existing pipe mounts 1 ;,ice ; - .„a.4 r ,•,,.x ,if , . is 'i :, i 1 5 r a i! ` Wi'%. :- ‘. (,re � W .--`,4'- ±t i/ jig ,4 /ice ,�ii^.., ! j. \l P-3:TMA behind antenna P-4:Verizon Antenna with CBC Combiner behind t?.�t k t . / „Ilrilf i '.'2• .:• I %7---I-- s; ,iik 1 1 . . -4� I \ ,tt t?4,\ 9 tA [ dill -•• �1111 P-5: 1-5/8"0 Coax from shelter into P-6: 1 5/8:'0 Coax up utility pole UG 12" HDPE Conduit up to antenna level BARNSTABLE 2 MA Page 3 of 3 Field Inspection Report 6/30/2014 Structural analysis 4 4, y M • STRUCTURE 334, R/W 342 LINE 121/122 BARNSTABLE 2 Address: 52 Communications Way Hyannis, MA 02601 Date: 15 FEBRUARY 2013 CHAPPELL C=1 ENGINEERING LT1 ASSOCIATES,LLc Civil•Structural•Land Surveying R.K.Executive Centre a 201 Boston Post Road West o Suite 301 o Marlborough,MA 01752 L 1. t.508.481.7400 a www.chappellengineering.com o f.508.481.7406 • Report Verizon Project Barnstable 2, Barnstable, MA. Commonwealth Electric Pole#334 Double Circuit Line Project Description Chappell Engineering analyzed the existing Commonwealth Electric heavy angle pole number 334 Barnstable,to determine the suitability of this structure to accommodate the loading of the installation of a Verizon FWT Band-On PowerMount mounted on a 12 inch pipe extending 12.5 feet above the pole,with 12 antenna and 18 coaxial cables. Recommendations The existing pole is adequate to withstand the additional loads caused by the installation of the antennas and associated cables and attachments. No modification to the pole is required. Discussion This pole is designed to accommodate two circuits having a total of six conductors and two overhead ground wire. The antennas are mounted on the PowerMount platform 12.5 feet above the pole top.The entire weight of the cable, antenna,and platform is assumed to be completely supported by the steel pole. Methodology The pole was analyzed using PLS-POLE version 10.06, a PC-based computer program developed by Power Line Systems, Inc. A non-linear analysis was used. PLS-POLE is a finite element model which assumes a cantilever pole fixed at the ground line. Pole 334 is a Summit Manufacturing 84 foot heavy angle pole. The antennae are attached to the FWT PowerMount platform approximately 96 feet above grade. Pole Loading The following loading conditions were considered: Case 1 —NESC Rule 250E+ Massachusetts DPU heavy loading. Case 2 -Commonwealth Electric heavy ice(1 inch) Case 3-Commonwealth Electric high wind load 25 psf. Case 4-NESC Rule 250C-Extreme Wind Case 5-NESC Rule 250D—Ice and Wind Verizon Pole 334 February 15,2013 Chappell Engineering Page 1 Pole Loading(Continued) Massachusetts(NESC)heavy loading, ice loading of inch radial ice(vertical OCF+2.0,wind OCF=2.54), Commonwealth Electric ice(1.0 Inches radial ice on conductor)with OCF =1.25 and Commonwealth Electric high wind loading, 25 psf(100 mph)and an OCF=1.25. The antenna and platform loads are shown on the load calculation spreadsheets. Structural Analysis The pole was modeled and analyzed using PLS-SPOLE. Reference Drawings Summit Mfg Drawing Number 508-D2 dated 3/3/91 page 2 of 5 Verizon/Bay State drawing Barnstable 2 project drawings 15 sheets. Submittal: This report PLS-POLE output Antenna and wire load spreadsheet calculations Submitted by p�� Chaps- I Engineering JAMES M. FITZGERALD CIVIL 41110 No,46833 °' IfrawAgji Prep'red by:Jam=' M. Fitzgerald, PE • Approved by: Robert C. Peters, PE Verizon Pole 334 February 15, 2013 Chappell Engineering Page 2 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a5(-1 95 Map__ < Parcel 036\ pplicatlon # Health Division Date Issued 1 Conservation Division Application Fee Planning Dept. Permit Fee 40 (02. Date Definitive Plan Approved by Planning Board 'r Historic - OKH _ Preservation / Hyannis Project Street Address J c CC3 cr u r'i C-ctAi on way Village Owner N S1 lc, Addresacocc j 'Zoe pT ildiciA..bcA (`n� Telephone 55Z- L-Ia-6(0®O Permit Requestv(.U0. ) (o O) 19 exIbi-;(1' Qe,(\A'CAA ,5 tAJ h Yle Csr12.� _ 66. 3 Tc'c ouNi Co C6G -- v\)emu) ax-cct i Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation COO 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 21 NJ o Total Room Count (not including baths): existing new First Floor oom Cot Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other n Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wod/coal s`.tSve: (Yes 0 No --d Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: p existing ❑ rrw size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: rn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Ex6, \3 }P.XP-CocY1 Proposed Use /eo' C;PApv\a-e, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name --An Telephone Number(2(1 —3• Is --(.0 3 Address lict C3caikAAe- ��• License # '1 96% v (1st(11).D0rn 0- 0 y'7 y Home Improvement Contractor# Worker's Compensation #PR©1055S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \Ieec (,v\ weZ Du - SIGNATURE DATE E FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. t . ADDRESS VILLAGE OWNER t _ DATE OF INSPECTION: •',FOUNDATION, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. ^9 ea ns- �ae, a, � -7( v OIIKE I I T TOWN OF BARNSTABLE Build. _,, 201304959PermitBARNSTABLE, : Issue Date: 08/01/13 9 MASS. ' 440410639 A • Applicant: MCGILICUDDY,JOHN G Permit Number: B 20131816. MA'l Proposed Use: ELECTRICITY REGULATING STATION Expiration Date: 01/29/14 Location 52 COMMUNICATION WAY Zoning District IND Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 315039 Permit Fee$ 182.00 Contractor MCGILICUDDY,JOHN G Village BARNSTABLE App Fee$ 100.00 License Num 78888 T Est Construction Cost$ 20,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SWAP 6 OF 12 EXISTING ANTENNAS WITH NEW ONES.ADD 3 TMALS THIS CARD MUST BE KEPT POSTED UNTIL FINAL AND 6 CBC TO VZW ARRAY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COMMONWEALTH ELECTRIC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PROPERTY TAX DEPT INSPECTION HAS BEEN MADE. P 0 BOX 567 NORWOOD,MA 02062-0567 2F____ ' 1?-.71e-fe_____Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON P LIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF P IC SEWERS MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF.ANY APPLICABLE SUBDIVISION RESTRICTIONS. • MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. I WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD.SO THAT IS VISIBLE`FROM`THE:STREET HI` � _,`, 1,,,,, °, ,sue§.h_ „k ,a,.a 4''4" r:x::.�,r,.. -. �: n „[ .� k " � 5�`;,' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS - , I —`f5s'<`i Pr 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept • Fire Dept 2 Board of Health Barnstable, MA Building Department Patrick Farney, Please find the enclosed Building Permit and Final CCA.This permit can now be closed out in your system-construction is now complete. If you have any questions please feel free to contact me at any time. Thank You Kristin Kristin Champagne I RE Consultant Structure Consulting Group 49 Brattle Street I Arlington,MA 02474 (0)781.791.7724 X32 (P)781.454.9134 (F)781.791.7704 a kchampagne@structureconsulting.net -� www.structureconsulting.net r-` co to eao p I- W t" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pp 3 i 5 Parcel 1 A lication V 1___1 v 31 Health Division Date Issued Conservation Division QL Application Fee 1 0eoasvic Planning Dept. . � , Permit Fee Date Definitive Plan Approved by Planning Board I-M, Historic - OKH (JQ� 44 .. Preservation / Hyannis ON Project Street Address SQ COmMUn 1 G N5 L Je A Village 'c N5\.C1 'old V' Owner CJ`j'(V1'(Y1oc AJ e c i h E eth c AddressPCOcec TQX 1 'p+ Telephone 1%1 - LALU-- ok-® rQcUvr,c ` oPr a@ObQ Permit Request ' )(..,130.4) eX\( -Vi n coN\e,n \3 u j 1*h nw o'nt S e_ANc in -t c n\-e-nr'Q \® . Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 10,00 0 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 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑:Yes CINo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn::q existing ° neWi size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ I Fn- Commercial ❑Yes ❑ No If yes, site plan review # Current Use CR-A\ 10(A.)-QJ( Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) • Name IV410 11 CG N Telephone Number CO I. I 31st'-(D3 Li Address 1-n &c*\,* . License # v o O `(`o.t O 11 Lf Home Improvement Contractor# Worker's Compensation #' O1C55SS ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO\I7...0 wcUek\OUSA SIGNATURE C DATE �— 13'`-1, . a in , . • - FOR OFFICIAL USE ONLY ? ' APPLICATION# t3DATE ISSUED. -" Y , "E MAP/PARCEL NO...... —. ..a r i `I ADDRESS - VILLAGE t 6 OWNER - . DATE OF INSPECTION: , I FOUNDATION'•-' i FRAME INSULATION ?F; • F`.:. FIREPLACE ELECTRICAL: ROUGH FINAL a • PLUMBING: ROUGH FINAL I 6, GAS: Z. ``- ROUGH :. 1- FINAL ti. k , FINAL BUILDING`w.t+`5-it-Tr, -TO' • • • A DATE CLOSED OUT .. { ASSOCIATION PLAN NO. r, , • of �ti 'Town of Barn-stable Regulatory Service 4 .. g y s T-b `$g Thomas F.Geller,Director `TEn �, Bllilding Division Tom Perry,Building Commissioner 200 Main Street,Hyarris, MA 02601 www.town.barnstable:ma.us Ofce: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, J✓5 7742 �"/ec 7r''e(l�srAR)as Owner of the subject property �y /' herebyauthorize S3 fl hc& ►c uc cl • to act on rrzybehatf, in all matters relative to work authorized by this building permit application for. 3-z C� O�i!/!!!/ "e et .OrJ Ct _ S Ti92 ,�,f' o f toy. (Address of Job) r #,39r9 sfr #334 L.Kck gw ,ZZ • Agglir/ 6 — /6 - 20/f Signature of Owner Date JosepL L • S.-mon LIt/ /- Print game jV Shy to &Cr 14 t 7:3".tiec-f kikknt fey- If Property Owner is applying for permit please complete the Homeowners License Exemption. Form on the reverse side. Q:t 0?Lus:OWNERr'EER4fISS1oN 1 , • . i l'ic.IN - • .: 2 ., . . . . --1- :r•V_:•11:.VA-,13 41...1.1 1:ii.1)10 • : -. . .. • . . ' .. ...... :•... • :. Regulatory.Services \nuas• $ - - T homes F.Geller,Director 6s. r',¢i` • • Building Division • . • - . Tom Perry,Building Commissioner 1 - ' ' . 200 Mein Street,Hyannis,MA 02601 ' • ' • irww:town.barnstable.ma.ns • Office: 508-862-4038 pax: 508-790-6230 • • • • • Property Owner Must Complete and Sign This Section If Using Ruij.dr, . I, 51e p 4en Clirt)G ( ,as Owner of the subject property hereby authorize Ne [ 1 ZS ( L 3,( '(J�e. S to act on my brbalf, in all matters relative to work authorized by this building permit, ___ a (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. g.::„.....)/efite,t0/4.........., • . Signature of Owner Signature of Applicant , 5#eFb'" arm '( Pnat Name Print Name Date , . , Q:FORMS:OWN&RP RN SS1DNP©DLS 612012 • • Product Data Sheet ATMAWSD-1A20 AWS Dual Duplex UltraAmp Tower Mounted Amplifier, AISG 2.0 Compatible and CWA Product Description Designed for use in AWS deployments,the RFS UltraAmp Tower Mounted Amplifier(TMA) improves base station receiver sensitivity and enhances coverage.TMAs can increase data rates without a reduction in capacity.This full band TMA covers the entire 60MHz bandwidth in the AWS frequency band and is designed with a very low noise figure.The TMA can be used with any type of UMTS Base Stations requesting a 12dB gain and is compliant to AISG(1.1 or 2.0)protocol standard. The TMA features an AISG(RS-485)output connector to an Antenna Control Unit(ACU)for antenna 1 Remote Electrical Tilt(RET).The TMA is made of cast aluminum and has a light grey painted housing to blend with antenna radomes.Its dual-duplex configuration enables the use of a single feeder for both Tx and Rx.Additionally,an automatic bypass feature enhances system reliability in ter- case of DC power,or LNA failure.The unit is lightweight,weighing just 3.8 kg(8.4 lb)for a twin unit. It is easy to install with in-line connector placements and meets IP67 requirements for ingress protection. Features/Benefits •Two TMAs in a single enclosure—reduces tower loading and installation time •Very Low Noise Figure—overcomes feeder losses and enhances site coverage •AISG 2.0 protocol compatible—enables TMA alarm reporting and supports easy remote tilt connection •Dual-duplex configuration—enables use of a single feeder for both Tx and Rx •Low insertion loss Tx filter—helps maintain good downlink coverage •Lightest weight high performance TMA available—reduces tower loading and facilitates installation •Equipped with breather valves—guards against internal condensation •Auto Bypass Switch—increases the reliability of the system •Dual mode alarm system—flexible for both CWA and AISG Technical Specifications Frequency Band,MHz 1710-2155 Application AWS Noise Figure,Typical,dB <1.05 midband Gain,dB 12±1 Power Supply Voltage,VDC 10-30 Configuration Twin,Dual Duplexed,with auto bypass function Mounting Wall,pole Gain Ripple,dB +/-0.8 Rx;+/-0.1 Tx Uplink Frequency,MHz *1710-1755 Downlink Frequency,MHz *2110-2155 Bandwidth Tx&Rx,MHz 60 Output IP3,Min,dBm +25 Tx Loss,Max,dB 0.4 Tx Loss,Typical,dB 0.25 ;; Return Loss All Ports,Min,dB 18 o• Bypass Return Loss,dB >14 typical Bypass Insertion Loss,Max,dB <0.9 Tx Rejection in Rx Branch,Min,dB 80 • Rx Rejection in Tx Branch,Min,dB 60 Tx Power Handling,Max,W 250,5000 peak 0 ▪ IMP Level at the ANT Port,Min,dBm -117 @ 2*43 1,1 Antenna Port Power Handling Rx,dBm 17 H Voltage Ripple Handling 150 mVp-p amplitude Impedance,Ohms 50 L Insertion Loss,dB <0.4 l Group Delay,ns <35 Rx;<20 Tx N Group Delay Variation,ns <10 Rx;<20 Tx Group Delay Distortion,ns <2(any 240 kHz) Maximum Wind Load Area,m2(ft2) 0.057(0.610) d Wind Load @ 200 km/h(125 mph),Front,N(lbf) 108.5(24.4) c Wind Load @ 200 km/h(125 mph),Side,N(lbf) 34.9(7.84) 0 Temperature Range,°C(°F) -40 to+65(-40 to+149) • Environmental ETSI 300 019 1-4 Class 4.1E E ▪ RFS The Clear Choice® ATMAWSD-1A20 Rev:C/5/8/2012 Print Date:13.06.2012 Please visit us on the intemet at httn://www.rfsworld.com/ Radio Frequency Systems Pi rod uct Data Sheet ATMAWSD-1A20 AWS Dual Duplex UltraAmp Tower Mounted Amplifier, AISG 2.0 Compatible and CWA Ingress Protection IP67 Lightning Protection Connector Pin IEC 61000-4-5 10 kA,8/20 us;Enclosure IEC 1312-1 50 kA, 10/350 us Connectors 7-16 Female Long-neck, In-Line AISG Connectors 8-pin Circular Multi-pole,IEC 30130-9;IP67,Hex Nut Weight,kg(lb) 3.8(8.4) Dimensions,H x W x D,mm(in) 256 x 220 x 71 (10.1 x 8.7 x 2.8),includes connector length Volume,L 3.7 Notes *The TMA is capable of full 60 MHz AWS operation.Specified frequency range reflects EEPROM values.Contact RFS for different settin l s. Other Documentation Installation Instructions:ATM_Multi-Model_Installation_Rev2.pdf rrri/t7ld.U1R l 4taL7[.UIR 1 AWSI AWS2 K° .,unsa iCon,px dnn,i rq Antenna Ii Block Diagram IAnrpnno Y { Y Y Y Y —Y Y 7 �/ �/ �/ / AISG 0 7 V 0 V V 7 V J V`-� Q 7 V RS4M Am,nx Aura xx T T It II i1-1 L I 1 I I I e n _ a e11 ei msx e , env sn, e� > ,u siDMA u AISG Modem n TM 4 Sllt a pc a p pc..nG a w au pc.a pc. pc..iw Control' � 'P G nwv rv,., lnuil rxru rAnt rrnn, 1wu ' IN:mmn.0 IDry .r m�a .a IDm� .Im +m .,-mmx IAnnCurrent •hmM .. -h m. ..� oa 'm ••—_gpMI AWSI0.x —�_I...---,. AWR11X leoik .,hwWW.,A)oatppon,eve,Y<ama%tron eoMipuragmndnwnebnve. DCa AISG Protectionurge GC•415G '✓ ATMAWSD-1A20_Configurations _AAA — I I AWSI,BTSI AWS2,BTU to to Node B 'Node 8 ATMAWSD-1A20_block • 0) V a 0 0) C a E 0 u 0 U N a) p) L • N V N a) 0. N C V C C 0 c O O C a RFS The Clear Choice® ATMAWSD-1A20 Rev:C/5/8/2012 Print Date:13.06.2012 Please visit us on the intemet at htto:llwww.rfsworld.coml Radio Frequency Systems DiPlexer DBC-7CAP asp� hj 4; z - Directing our energies for}ou. 4G High Corrosive Resistant Design - Verified in 30 Day Salt Fog Test ➢ Wide Band Diplexer ➢ Combines 1710-2170 &698-960 MHz �''� t-- '> 0-Ring Sealed for High reliability w "'' � `' � > 1000 Watt Design For High Power Handling %" ,, ,,,,,_,, .„.. .tt ,,,,,,,,,, > Designed for Superb IM Performance 4 > Actual Measured Response Curves 698-960 MHz PORT TO ANT PORT CH1 611 log Mag 5d6/ REFO dB' CH2521 log Mag 10d6/ REFO dB REF1 1 a k4 REF (698-960 MHz) (1710-2170 MHz) \\ / DBC-7CAP (698-960&1710-2170 MHz) (---Nn 4 CENTER1475 MHz SPAN1850 MHz FREO MIM 511 log Mag dB 921 MgMa0d9 - - - 69B.000 -21.913 -0.031 - 896.000 24.633 008 1710000 -0.052 -73.085 - - - 2170000 -0.201 - 64.050 - - - - CH1 S11 log Mag 5dB1 REF°dB CH2 S21 log Mag 10dB/ REFO dB - Bottom - - - REF1 1 2 3 4 REF2 (698-960&1710-2170 MHz) DBC-7CAP (698-960 MHz) (1710-2170 MHz) 2 I i 11 r (698-960 MHz) (1710-2170 MHz) DBC-7C DBC-AP CB0rER1175 MHz SPAN1S50NWz - (698-794 MHz) (824-894 MHz) (1700 MHz) (1900 MHz) FREOMHz S11 log Mag dB 521 log Mag dB - . - . .698.000 .0066 59.610 : 896.000, -0034 -50:749 - - 700 i- 800 M1700.- - - 1900 nloo6o zs92s -0.120 2170000 -27.469 - -0.12 _ Radio - Radio - Radio Radio - - I CSS Antenna,Inc.2206-D Lakeside Blvd.Edgewood,MD 21040,Tel:410-612-0080,Fax:410-612-0336 www.cssantenna.com • CSS® DiPlexer DBC-7CAP Directing our energies for you. Two "Kit" Options Electrical Specifications ' °,"` for bottom/shelter Available as a side installation.kit ' .}'t. .. Channel 1: order#:"LR6-DBC-7CAP-KIT' tea' // Passband 698 to 960 MHz •-:,:` , Insertion Loss (dB), .10 typ. .15 Max. -• Return Loss(dB), 20 Min. jg Rejection 1710 to 2170 GHz (dBc), 47 Min. . 7"'--, Of �.y Power 1000 W CW Max .� �" Intermodulation (2x20W) <-150dBc ,kkr,,,- ' 4' Channel 2: 11 � Passband 1710 to 2170 GHz w . Insertion Loss (dB), .12 typ. .2 Max. 7 � Return Loss (dB)20 Min. "11lk, --% Rejection 698 to 960 MHz (dBc), 47 Min. A Power 500 W CW Max Available on a shelf as a kit to fit a 23'`wide,vertical standing rack. Intermodulation (2x20W) <-150dBc order#:"RM6-DBC7CAP-KIT' Equipped with six(6)diplexer unit,only 2 shown. Mechancial Specifications Exceeds Telcordia GR-487-CORE, Section 3.34.1 (30 Day Continuous Salt Fog) Construction, Salt Resistant Aluminum Alloy Operating Temperature Range: -40 deg C to+85 deg C Storage Temperature Range: -50 deg C to+125 deg C Connectors: three 7/16 DIN Female Single Unit Weight: 7 lbs _ 10 48 Bracket Weight 1 lb —2.875—+ LR6-DBC-7CAP-KIT Weight 48 lbs III N. ,so / \--; • 0 LJ • ® 4440.°N , -...,,,,„,1 lil o Q 4 iik...,..,,,. 1 ,=::.a CSS MOB> -7CJ1RT ,, a 9��� 6 I Single unit,"DBC-7CAP" i 11. , / I it0343 0 0 0 Ordering Information I 358 Order Model Number Description DBC-7CAP Single Unit,Wide band diplexer, for 698-960 and 1710-2170 MHz LR6-DBC7CAP-KIT Three shelves and frame with six DBC-7CAP units mounted for overhead ladder rack RM6-DBC7CAP-KIT Three shelves and frame with six DBC-7CAP units mounted for 23"vertical rack. CSS Antenna, Inc. Published 031811 Tel Fax: 410-612-0336 made in USA Subject to alteration. v/v/v/.cs s a n to n n a.co m • NSTAR ELECTRIC COMPANY ASSISTANT SECRETARY'S CERTIFICATE I,the undersigned,HEREBY CERTIFY that at a meeting of the Board of Directors of NSTAR ELECTRIC COMPANY("Company"),duly called and held on November 27,2012,. at which meeting the entire Board was present and acting throughout,the following resolutions were duly adopted: RESOLVED,that the officers of the Company and the officers of Northeast Utilities Service Company("NUSCO")acting pursuant to the provisions of the Service Contract between the Company and NUSCO("Authorized Officers")are severally authorized to execute and deliver,in the name and on behalf of the Company,any and all deeds,releases,easements,modifications of easements,grants,leases,permits,licenses,certificates or other documents necessary or desirable,in the opinion of the Authorized Officer taking such action,to sell,transfer,convey,surrender,release, grant or otherwise dispose of,or to lease,release,assign,partially assign or grant any interest in,any piece or parcel of real property owned by the Company or any interest of the Company in real property of others. RESOLVED,that the Authorized Officers are severally authorized to take such further actions as may be necessary or desirable,in the opinion of such Authorized Officer so acting, in connection with the disposition of,or the removal of any encumbrance affecting any piece or parcel of real property or any interest in real property disposed of pursuant to the foregoing resolution. RESOLVED,that the Authorized Officers,acting singly,have the authority by and to the extent of their offices and within the scope of their respective responsibilities to sign for and on behalf of the Company all documents necessary and incidental to the purchase of any interest in real property,subject to the signature authority limits contained in applicable corporate policies, including Accounting Policy Statement No. 5. RESOLVED,that the Authorized Officer has the authority to delegate to Directors, Managers and other employees,agents and representatives of the Company the authority to sign for and on behalf of this Company all documents necessary and incidental to(i)the disposition of any piece or parcel of real property or any interest in real property disposed of pursuant to the foregoing. resolutions,or(ii)the purchase of any interest in real property,subject to the signature authority limits contained in applicable corporate policies,including Accounting Policy Statement No. 5. I DO FURTHER CERTIFY that pursuant to the resolutions set forth above,Ellen K. Angley, Vice President-Supply Chain,Environmental Affairs and Property Management,who is an Authorized Officer of the Company and of NUSCO, did delegate to Stephen J. Carroll,Manager of Real Estate Management,lawful and proper authority to sign for and on behalf of the Company documents,including the document accompanying this Certificate,and that the execution of such document represents the binding and authorized action of the Company made in compliance with the terms of the resolutions set forth above. I DO FURTHER CERTIFY that the foregoing resolutions are still in full force and effect as of this date. IN WITNESS WHEREOF, I have hereunto set my hand on this 29th day of May, 2013. lorence J.Iacono Assistant Secretary 2 , -......... -...._...- 11 D-33 SI rt. -27::.... „;..,;:, .;;--. - „,. -_,,- ::. .'; 'T; 0 Unlimit Yourself. 285 Billerica Road . , Chelmsford, MA 01824 Ci ..,,,,,,,,------ - .....cri, -.---- ..- -m.- .- ..--- ql, S. _,....._,.._......- - -"-- -...,,.. _ ......._... ---,........._u j 1.,,. —^ ..---- ..m ---- ..,...,--..."..- 1 ; ?,,,,,o*gV '"'":j • I I C 1 ENNEER NG G FINALAEFIDAVIT , : 1 1 / '' 1 , 'IR ) 1 ' I ( 1 i ,, r „ , ., ,. , , , , , 0..._ ,.,.. .:, , ,. , t, . , HYN0030A 1 ! 3 I 7 I NSTAR 7,COMMUNICATION,WAY BARNSTABLE 4 —- )r Address: 1 1• r ,... 52 COMMUNICATION WAY 1 :I 11 . , I ' \ I t 1 / 21 DECEABER 2011. r 3 CHAPPELL n ENGINEERING 0 ASSOCIATES,Li.c Civil•Structural-Land Surveying R K Executive Centre a 201 Boston Post Road West el Suite 301 0 Marlborough,MA 01752 t.508.481 7400 ii www.chappellengineering.com C f.508.481 7406 r CHAPPELL _ C1 ENGINEERING 1 ASSOCIATES,LLC Civil•Structural•Land Surveying December 21, 2011 metroPCS New England Market 285 Billerica Road Chelmsford, MA 01824 Reference: Engineering Field Visit and Completion Affidavit Site HYN0030A—NSTAR—Communication Way 52 Communication Way, Hyannis, MA 02601 CEA Job Number 736.286 Site Description: , The site is located outside the existing NSTAR substation#958 in Hyannis, Massachusetts. Three antennas (and three future antennas)are mounted to the existing transmission structure at 87.4'AGL on the new flanged pole extension. A proposed equipment compound was constucted for a proposed concrete pad to support(1) Lucent Modcell 4.0B equipment cabinet, (1)future Ericsson 6201 BTS cabinet, (1) Lucent EZBFO battery cabinet, (1)future Andrew RBA72 battery cabinet and a Transector PPC cabinet. The proposed ice bridge was installed to route the coax from the equipment to the underground coax pipe. The coax is routed underground to the base of the structure. The electrical feed originates from the existing transformer on site.The electric service is routed to a new electric meter and 200 amp main circuit breaker then to the PPC cabinet. The telco feed originates from the existing CSC cabinet and is routed to the telco backboard within the PPC cabinet. The grounding system was connected to the proposed grounding ring around the equipment. Engineering Field Visit On December 20, 2011 Chappell Engineering Associates performed a field inspection of the newly installed MetroPCS equipment in order to verify general conformance to our Temporary Permit Exhibit dated 10/19/11. The following site photos and field visit form document our field visit, and the enclosed Construction Completion Affidavit is attached as requested. The welding of the flange to the top of the structure was inspected and approved by a certified welder. The certification is also enclosed. , Very truly yours, • Chap ell Engine g Asso ' tes, LLC Li' . .. : H of*64. ;FITZGERALD JAMES M. ' 4, . So CIVIL Jame Fitzgerald P.E. U No. 33 Z0, R.K.Executive Centre o 201 Boston Post Road West a Suite 301 a Marlborough,MA 01752 t.508.481.7400 0 www.chappellengineering.com a f.508.481.7406 TOWN OF BARNSTABLE CONSTRUCTION COMPLETION AFFIDAVIT PROJECT LOCATION: 52 Communication Way Hyannis, MA 02601 (Site No.: HYN0030A) TENANT NAME: MetroPCS NATURE OF PROJECT: Installation of a new wireless communications facility, including equipment, antennas and associated utilities. ARCHITECT/ENGINEER: Chappell Engineering Associates, LLC ADDRESS: 201 Boston Post Road West, Marlborough, MA 01752 1 I certify that the project located as described above has been built under my(or a duly appointed representative) supervision, the construction is in accordance with the approved temporary permit exhibit and that such plans conform to all provisions of the Commonwealth of Massachusetts Building Code (780 CMR). We have conducted our periodic inspections during the construction process, and have verified that the site has been constructed according to our Construction Drawings. r MES M. ct , GERALD �, •' o CIVIL !;. No.�6833 y • 11. �� o li •��O 'pFGlST crO l `(SSlONALO Iles Fitz•erald (Stamp Seal) f Engineering Field Visit Antennas, mounts, and coax • Three antennas on the proposed antenna mounting frames were installed on the new flanged pipe extension at 87.4'AGL. Based on visual inspection all connections were per construction drawing details. • A new 10'flanged pole extension was installed per NSTAR requirements. All welds were approved by a certified welder(see enclosed report) • Weatherproofing kits were installed at the coax entry ports on the Modcell. • Coax ground kits were installed properly. • CGB's were installed at the base of the structure and along the ice bridge as required. • All coax ground kits are properly grounded and the CGB's are tied into the grounding system. • The GPS antenna was installed on the proposed ice bridge post. • The RET cable and controller were installed on the proposed ice bridge post. • A new light and timer were installed to the proposed fence post. Site work • A concrete pad was installed to support the equipment. • The proposed ice bridge was installed to route the coax from the equipment to the underground coax entry. • A new 18"corrugated pipe was installed to route the coax underground to the tower base. • A new 6'-0" high chain link fence was installed around the equipment pad. • Equipment was installed on the concrete pad per manufacturers' requirements. Utilities • The electric service was pulled from the existing meter transformer on site. • A new electric meter and 200 amp circuit breaker were installed on a new 2"sch40 pipe. • The electric service is then routed underground to the PPC cabinet. • The telco service was pulled from the existing CSC cabinet and routed underground to the PPC cabinet. • The proposed grounding ring was installed around the equipment. • All ground connections were installed per plan details based on visual inspection and connected to the proposed grounding ring. R.K.Executive Centre n 201 Boston Post Road West o Suite 301 a Marlborough,MA 01752 t.508.481.7400 c www.chappellengineering.com o f.508.481.7406 From:3 Phase Line Constuction 16037559613 12/12/2011 10:36 #511 P.001/001 g Or 1. Steven Davies Cert#0702018W 1.:. .. ....... m X 3 .. . � E CAN ' ` 'ELM O -),.?COE 4.1W?i iii401 to tde+ rt and ef.140. boataree Sde mud maybe vetted by cerm et.ISA [gi VALID GAILY IF ACCOf49PAPleEO BY Novo ID curmumeze Commuter et,meAssaieso Mama Sammy 550 tiLW,Wawa Road,Miami,FL 50128 This Card la the Property of AWS and&haft be returned on demand. vadsksteomm7larasnmowrracazd enmcmmY emanblae ah ::anxrumaaa=taui,wn+x+wom„nvcwarm..-,.•ua Steven Davies 4 Test Date Sup Code Process Gas Filler Metal Base Metal Position Thickness Expires 1 01/09/07 G D1.1 SMAW NJA F4 P1 ALL UNLIMITED 01/26/12 • � Via.. L� �, Of Massachusetts -,, - ��a e 1 'The Construction Testing People"' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Ultrasonic Inspection Report Report Date 12/06/2011 Report No. 1 Distribution Copy Job Number 14309 Project Hyannis High Tension Powerline PO#: 11-449 Contractor Length: Varies 'Test Method Standard: AWS-D1.1-10 UT Unit Serial No.: Acceptance Standard: AWS-D1.1-10 Thickness: Varies Decibels Discontinuity id d Distance as rn 4.) o ° `'at a m co r o c . 5 > O LL o as o E c J J c Ce c Q as O Q O O as -I z o 0 A o y E D 0 I- c o o id 2 lY0 6 2 V o 7 O 7 W o w N o L u. U o " o tL o as t: °a m A Weld `o c c as c cc a c C C 7.C., From From ID/Location 2 'Fs' a c ►- u _i a b c d -J < 0 X Y Elevation: Top flan e on 75' Transmittion tower; Top flange weld- X • A 1 53 ed all around Couplant: Exosen Frequency: 2.25 MHz Calibration Technician: K. Van Hecke Surface Conditions: As Welded Technician: T. Harkins Level: II Interpreter: T. Harkins Level: II GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time T. Harkins No Min Day 4 Hr(s) REVIEWED BY: William P. Crabtree WP Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Green Mountain Communications Steve Connor ._. f" :.�` "` ire ..- •" r ✓ ..V, . a ftea ••"*eni::*er.4.11"*.,......** Ort t I a ...- rpIr.••'Ns..-'0,1'.#,,...x..,.F„.-.•;.7*„*"'.*4-6-*!4%.„--d4- -•c heft .I.gp .s,rw e�" `.--- ..em s - :c ,-.+ .... -, wr . , Stern ..c., 'r ` a� ` "'+dt+01° ' .is.fi`S "a + +t* f r lw, : " s 'v may..,a. ` �""F'-w,,'. " ''*'G —T' 4 1M:J' t��! W•; xV• '' sue°{"'^ ..e..i. �,,� r'e /n_?- ..t a Z�* ^ ,R,. err r Y„ „ ,,b'�� ► '!C '"may ,,,,'- 1 .. '�"�s+ r :p�� tp,x"" .?t: '>,fit "+b+l -, Y - r „ , ! +�` °' x . Sri, 4' - ate rt„-,,— - s �f - AO Formwork and rebar cage prior to the concrete pour _ ,ka ate, . .4, -. ... . !" 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Antennas and mount installed on new 10'flanged pipe extension P rillill-111' ' .- -- H, ..,-. ----- ,,, , i 6 '''' .17- 1 11:21. rt.': H irt ' ra'X N i ..I i • i 1 Antennas and mount installed on new 10'flanged pipe extension 1 I . .V . 1 ,. ' T. 4 ' 'ter r $ - \\`i 'P !3 k . . S,, -- - ,-,,,\!,,p ...,,,,,..„6,,,•,,,' , 1 , i /I. . . i • • ' 1 Antennas and mount installed on new 10'flanged pipe extension t . r 't,,e'''''';:-I.:.i. a'1'.'..•.:1.'-- --. i ii,i -. 1,. P i t fir �.�,.4 400r �41�r,� V I fi + 1 : '" 'm" a 41. ' ..--� J ,--fry II A • Al . � Antennas and mount installed on•new 10'flanged pipe extension ' ' • ' • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '5 I S Parcel ®?j .Application #20/I Health Division Date Issued S 3 A_L_i____- Conservation Division '9 l� Application Fee Planning,Dept. Hermit Fee "73-' :. Date Definitive Plan A proved by Planning Board 't T (e. Historic - OKH 14 �- Preservation/Hyannis Aif A— Rar�cES�A•tALs Project Street Address 52 - 1y• u4iiz. -n 4 LA/ S' Village {; / I 1 Owner 4 S 1 Arm gLe7A-T24-c. ( ,i Address O i Sf1 .u4•4-e Telephone (-sI) 44/^ 10 --ZAir D ) AM O 26416 Permit Request 1 Ply r A---k I. e22-42y C 6LC 0 f4 IAJt-EIeLL .S - 4- ,r 46 (4)r4 --14.12 pi uv s/c, eiGoven v 1,a Li S 1 -c..c.1 �'e , E44 4-4 • td I pp l tJ1d-+Je : kielvlo e w. ' Srh74 3. :P1 fSquare feet: 1st floor: existing proposed 2nd floor: existing proposed Total new bovz Zoning District 1-t Flood Plain AM— Groundwater Overlay nl f 4 ) 1 Project Valuation* O Construction Type 10 C Cl i S Lot Size 6-'11 Grandfathered: ❑Yes k o If yes, attach supporting documentation. tt 'welling Type: Single Family,; 0 Two Family ❑ Multi-Family (# units) 4 'd-- isl Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No 4I$—Basement Type: ❑ Full ❑Crawl ❑Walkout U Other rill—Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) m/dumber of Baths: Full: existing new Half: existing new g1umbd _ er of Bedrooms: existing new Ai_ b-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 AL/A-Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ 4%....Attached garage: ❑ existing ❑ new size _Shed: ❑ existingCInew size _ Other: i —3 Zoning Board of Appeals Authorization ❑ Appeal # ,%1- 4--- Recorded U - � c) Commercial ❑Yes ❑ No If yes, site plan review# 04./l,,g :,,a -71 7-71 Current Use !y ��� EA lO Proposed Use _. i -; APPLICANT INFORMATION vs hi (BUILDER OR HOMEOWNER) Name . kJt CI ` ' Ot 'f elephone Number 60 S) '2-3'`- L 3 Address f 0 - Be 14+1 License# a'S 1 81 748 AL' i 4 ) Al,. O Bol Home Improvement Contractor# %' Worker's Compensation # W C-‘Cl S?i-O0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1r-& Ali r ( .t t fin.. -ie,„ DE 3/Z-Lt WO' t/L e e3-e. '7AA-ilio am , Icy-�-- SIGNATURE DATE 2� CJ it CF C FOR OFFICIAL USE ONLY , E ` APPLICATION# :__DATE ISSUED i _MAP/PARCEL NO. — . - .. r - ADDRESS VILLAGE OWNER _ k a . 6 • DATE OF INSPECTION: - ` , : FOUNDATION\r - ' t " - FRAME - . . INSULATION. y" g ' FIREPLACE . m , 1 ELECTRICAL: ROUGH FINAL , { PLUMBING: ROUGH FINAL ' GAS: •C,f�_:= ROUGH ecatix ''~ FINAL ,F , _,:FINAL BUILDING f•,a +.; EC, . ' :>f ...-.DATE CLOSED OUT • c • ASSOCIATION PLAN NO. I. 1 ti Town of Barnstable Regulatory Services .7(--"(THEI-c> LEA. Thomas F. Geller,Director • 6S9 ��reo, " Building Division Torn Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • I, �c 11f i . (.6W► jny , as Owner of the subject property hereby authorize 6v 't /10-o,t ro,.i. C anitrithlie.4 -;adtt• to act on my behalf, in all matters relative to work authorized by this building permit application for: 2- C-6"1141011 i'L.—cci—i 0 ii)5 -,tt)61( . (Address of Job) ` AlCrAR k./0 *?4.3 c pe_ , (1 Li'na i 3l , 1 01 , LA 4- .20-2-Dt1 S'• .. - of ••,.e_ lir Date 1,sep 4,. Z . Stwt®in9li; Print Name p4Si ? (ALL' Le rra Pa-Di eei- W14M If Property Owner is applying for permit please complete_the Homeowners License Exemption Form on the reverse side. • ‘,eitr • PCS® Communications, Inc. 285 Billerica Road 3rd Floor Chelmsford, MA 01824 April 20, 2011 Town of Barnstable, Building Division Attn: Paul Roma, Building Inspector 200 Main Street Hyannis, MA 02601 RE: Letter in support of Metro PCS's Building Permit Application for 52 Communication Way, Hyannis MA(assessor's map#315, lot#039). • Dear Inspector Roma: Thank you for taking the time to speak with me regarding this Metro PCS, telecommunications facility at the above referenced location. We had discussed the placement of a temporary Cell on Wheels (C.O.W)at this site. This site currently has an active Building Permit on it for a wireless installation which has already begun construction. Unfortunately the scheduled high tension power shutdown has been delayed again which will not allow Metro PCS to place the permitted antenna on the existing utility lines for approximately 4 months. The placement of a C.O.W. will allow us to temporarily operate the facility while MetroPCS waits for the next available power shutdown. The C.O.W. is a retractable tower that is located on a small trailer. There are no hazardous materials on this trailer and when the tower is placed at the desired height, it is self supported and can withstand high winds and sever weather. The proposed height of the temporary tower is the same height as the antenna on the attached Construction Drawings that were approved by Site Plan Review and issued a Building Permit(The existing building permit is attached to this application). This C.O.W. will not remain at the site after the final design on the attached Construction Drawings is complete. Although the deployment of the C.O.W.would be immediate, unfortunately the power shutdown will take a while to complete. We hope to have the final shutdown and final design complete within the next four months. The reason for the temporary solution is so Metro PCS can provide coverage for Metro PCS customers who live,work and commute though this area of Hyannis as well as travel along Route 6 which is this sites primary objective. Please feel free to call me directly on my cell number provided below with any questions or concerns regarding this request. Thank you for your consideration and attention to this matter. Sincerely, • 440111111110,00 �i �► Brian Sullivan Real Estate and Zoning Specialist 508-294-4346 285 Billerica Rcad, 3rd Floor—Chelmsford, MA 01824(978)244-7200 II . CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: fly►V "oA ' M Ei ao Pch PROJECT LOCATION: 5a Lott/km '.) ( Liv] oj4J3 Lao NAME OF BUILDING: <51 CZ 'alb° .J c13 („I Ak t6 L 51 (kI5 NATURE OF PROJECT: —rem P6 ieAitit44,V f C0411014`J E/kC LI T 7 In accordance with sec4on 116.0 of the Massachusetts State Building Code, I, LH-�P e LL_ Registration No. 3 9-7o Being a Registered Professional Engineer/Architect hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specification concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL t — 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 provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following specified in Section 780 CMR 116.0,6th edition of the Massachusetts •lding Code. 1` 0.M OF DAVID A SEAL CHAPPM CIV1t y No.34706 $150, /9—Z, 70 ALE0 • SIGNATURE Subscribed an, ,orn to before me this 15 day of P7PA\V 2 611 Notary pu T r bli t•. J .l , My Commissio vL expires _ :-tit re L U V-( l JAM•S M.FITZGERALD Notary Public I1 ComMwemamssfooManF aIch resusetts February 7,2014 r 'TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 ( Parcel: D S q Application #ob. '• \l � ` -) Health Division ^ �' Date Issued 1 ek. ,tD v Conservation Division o Application Fee - /b 0 Planning Dept. "it 01 Permit Fee q ‘ <. ?O' Date Definitive Plan Approved by Planning Board 1 Historic - OKH Ai ik Preservation I Hyannis /11 4 "'Ls` - `'Dou ` '2 Q J ,Rt. Project Street Address 52 4,&4A t)Nt Q C-0-i i 4 vNA1 1 • Village Owner 51 92- Liz-rid-la-cc (-0)4dri Address Owe /NI 5 -Ao , S'-: 2-1 0 Telephone (7 el ) L1 4 I - 3 4I 0 J tAieS -1410-0 cl , 1M * O 2 O 9 D Permit Request (p 4 1-c3vJeJ' - 3 ,sfen6 e► i K I-. U -I 1 i 049 5-14-cov W c 1-k I'm e ei.t 5i--"; /s.-51-6 A.- S 0 b S �0-4--/an,1 . T r-4-i We 1i 41S a Les ifk- 11Ix 1 ? ' F do g 4-4 64s-is. 0,2,. wt._. r (Z4e-t o 'ero,pSAAawl(i,quare feet: 1st floor: existing proposed 2nd floor: existing proposed ) Total new Zoning District /Ai 6 Flood Plain /4l e�- Groundwater Overlay /4 /4-- Project Valuation 321 Oat) Construction Type � to 4 d'i o-4 !( Lot Size 5-° / ? Grandfathered: ❑Yes KNo If yes, attach supporting documentation. 4-Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family (# units) /si 67-- --- Age of Existing Structure Historic House: ❑Yes gNo On Old King's Highway: ❑Yes ;J to Al iI- Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) /�" Basement Unfinished Area (sq.ft) 4/A-Number of Baths: Full: existing new Half: existing new Ai ,Number of Bedrooms: existing _new N/A-Total Room Count (not including baths): existing new First Floor m Count; - N A.-Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other r iy or Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood%coal stow: ❑ s ❑ No - I `, Detached garage: U existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ 'xisting A new? size_ Nit—Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: O, rn Zoning Board of Appeals Authorization ❑ Appeal # kt 4 Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# 0°2-I - ®9 Current Use Nkp'ia-a-s1v S S Q Proposed Use S 04-M 4 Q../ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name b4AS Sy k(SS ( lkI) Telephone Number ( o 3 ) 2-31 -,'to 3 Address P' ® ° a 14'42- License # C ' Y 8 rrl B 4-LTo R4 ) NI (-4- 0 0? Home Improvement Contractor# H 'A- Worker's Compensation # VI 4 Ca-[ 6 t 1 D 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '1" -cS1L& IN i 11 E t( 140 Coyo s'W cl-io.AJ 6 igra.1 s SIGNATURE I DATE l& 10 I I l. . . • ' FOR OFFICIAL USE ONLY •: APPLICATION# DATE ISSUED , .. . , MAP/PARCEL NO. .. . , ... . • . . 1 ' ADDRESS : , • VILLAGE .. , , . • OWNER . ) f'. . _ . , DATE OF INSPECTION: . . . ) . . FOUNDATION- : - , FRAME . . . . N• I SULATION 1 7,.... -:.' •-- . : ... . ', FIREPLACE -- } .ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH , ' FINAL - _, 1!-,, ) • ,....... i, ,, - GAS:-. ,,,,--,:,.! -,ROUGH tr:7;f.1:1.."..• ..-- FINAL • , , r: 1 ...-•• • :1 ' FINAL BUILDING:3,',- •CA.,..'•:,,,r4 4-:;:' ; • . . • . . , , • . . ! , DATE CLOSED OUT I , ! ., _ . . - 1 ASSOCIATION PLAN NO. . . .... . r-....._.,.., , -:•_:- , r• • t. • • 1 Town of Barnstable Regulatory Services Thomas F, Gaiter, Director Building Division Thomas Perry, CEO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town,barns inble.mn.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder •ec • re c comeany ( , as Owner of the subject property hereby authorize c2 reeh lioan74eti+t C-rb/flswa./i 'rt7419.4i.n to act on my behalf, in all matters relative to work authorized by this building permit application for: 6 2 610,92l?UIJ e 'a/I S lam(/ y (Ad ess of o n/s � , 1.e ssobi4 3� 6 7/rt,e ,�•e 6� :1t # la 3 /0 - 7 -- 2..D/� nature of O er Date `J 0Sre h 1. . ��Wi.O lz t i ,A Print Na�e S (Z to,ve 4 J'p 1.2AIS1�7 pc6,1ee f 1M AK Qp r If Properly Owner Is applying for permit,please complete the Homeowners License Exemption Form'on the reverse side.' Q:IWPFILESIFORMSIbuiiding permit formsBEXPRESS.doo Revised 072110 Town of Barnstable "E r°w,� 200 Main Street, Hyannis,Massachusetts 02601 oc- 9 BARNJBLB.�» Growth Management Department JoAnne Buntich,Interim Director bA,Fo39:�Aim 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us August 6, 2009 Metro PCS do Brian Sullivan, Agent for NSTAR&Harborside Realty Trust 753 Forest Street, Suite 110 Marlborough, MA 01752 Reference: Site Plan Review#021-09 - Metro PCS 52 Communication Way,Barnstable,MA Map 315,Parcel 039 Proposal: .Attach 6 antennas to steel antenna frame mounted at the top of existing 80 foot steel structure. Proposed antenna framing will extend approx. 10 ft above existing structure. Dear Sir/Madam: Please be advised that the above-referenced proposal received an administrative approval at the staff site plan review committee meeting held August 4, 2009 subject to the following: • Approval is based upon site plan review package submitted and dated July 30, 2009 with plans entitled"HYN0030A NSTAR Comm Way,Barnstable, R/W#343, Structure#6, Line#123, 115KV"for 52 Communication Way, consisting of 10 sheets, dated July 27, 2009 revised July 28, 2009 prepared by Chappell Engineering Associates,Marlborough, MA for MetroPCS. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required if applicable. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. &- ._L_. /6r?1(`(,e,- . • . . Sincerely, Ellen M. Swiniarski, SPR Coordinator( CC: Tom Perry,Building Commissioner SPR File l r ' 'Roma, Paul From: Brian Sullivan [bmsullivan@jleeconsulting.net] Sent: Monday, November 08, 2010 9:32 AM To: Roma, Paul Subject: FW: MetroPCS- HYN0O3OB CD's (52 Communications Way, Hyannis) Mr. Roma, Please see the email chain below confirming that the plans you have for this application are correct. Apparently NSTAR had the line # incorrect originally but it was corrected after the original review. Please feel free to call me directly with any questions or concerns. Thank you once again for your time. Brian Sullivan (508) 294-4346 Original Message From: Jay Thibault [mailto:jthibault@chappellengineering.com] Sent: Monday, November 01, 2010 2:30 PM To: Brian Sullivan Subject: RE: HYN0030B CD's Brian, The line # is 131. This was clarified by NSTAR after their first internal review. The line was originally going to be #123 but is now #131. J Original Message From: Brian Sullivan [mailto:bmsullivan@jleeconsulting.net] Sent: Monday, November 01, 2010 11:02 AM To: Jay Thibault Subject: HYN0030B CD's Jay, can you please confirm something for me? It appears that there was a typo on the Town's Site Plan Review letter when referencing the line # for this site (52 Communications Way) . They show the approval for line # 123 when your plans show line # 131. Just need to confirm the proper # and report it to the Town. Give me a call if you have any questions. Thanks again Jay, Brian S. 508-294-4346 Original Message From: Dave Sykes [mailto:Dave.Sykes@greenmtncomm.com] Sent: Monday, November 01, 2010 8:04 AM To: Brian Sullivan Subject: FW: Message from "RICOHOFFICE" Brian- Bld dept saying line # does not match on paperwork sent in / plans. ???? David Sykes Green Mountain Communications d.sykes@greenmtncomm.com M 603.234 . 6403 0 603.717.7117 x35 1 sr: `! • Original Message From: Dave Sykes [mailto:D.Sykes@greenmtncomm.com] Sent: Monday, November 01, 2010 8:02 AM To: Dave Sykes Subject: Message from "RICOHOFFICE" This E-mail was sent from "RICOHOFFICE" (Aficio MP C6501) . Scan Date: 11.01.2010 08:02:04 (-0400) Queries for m.chagnon@greenmtncomm.com This message was received from inside the company. This email message is intended for the use of the person to whom it has been sent, and may contain information that is confidential or legally protected. If you are not the intended recipient or have received this message in error, you are not authorized to copy, distribute, or otherwise use this message or its attachments. Please notify the sender immediately by return e-mail and permanently delete this message and any attachments. Green Mountain Communications, Inc. makes no warranty that this email is error or virus free. Thank you. This email message is intended for the use of the person to whom it has been sent, and may contain information that is confidential or legally protected. If you are not the intended recipient or have received this message in error, you are not authorized to copy, distribute, or otherwise use this message or its attachments. Please notify the sender immediately by return e-mail and permanently delete this message and any attachments. Green Mountain Communications, Inc. makes no warranty that this email is error or virus free. Thank you. 2 • oFSH4T133t, Town of Barnstable Regulatory Services • g"RNST"B F • Thomas F.Geiler,Director MASS. 1pp Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S)TO: TO:ATTN: -P � S 1\` FAX NO: 0 � 7 / 7 7 (tJ RE: 5 �}t - CO P-4 H v lit f CA-T O,y I-c) dQ 1 P IAk-Ff SWL-C I at*- FROM: d�JL lip u-a¢ DATE: r© — PAGE(S): i (INCLUDING COVER SHEET) • Rev:121901 ' t , EBI # e 21 B Street Burlington, MA 01803 CONSULTING Tel: (781) 273.2500 www.ebiconsulting.com Fax: (781) 273.33 I I November 12, 2009 Mr. Dick Duddy 1005CO MetroPCS NE do J Lee Associates 132 Central St, Suite 203C Foxboro, MA 02035 Subject: Federal Aviation Administration (FAA)Compliance Results Proposed MetroPCS NE Project Site No. HYN0030A/NSTAR Communication Way 52 Communication Way Hyannis, MA 02601 EBI Project No. 6 1094542 Dear Mr. Duddy: Enclosed please find the results of the Federal Aviation Administration (FAA) Compliance studies for the above- referenced site. The studies were completed based on information provided by J Lee Associates on behalf of MetroPCS NE,and gathered from the Land Survey and Site Plans,attached as Appendix A. EBI utilized both commercially available and publicly accessible software that runs algorithms in accordance with FAA glide-slope calculations, referenced in Federal Aviation Regulation (FAR) Part 77 and FCC Rulepart 47 CFR 17, to determine the need for filing with the FAA and if registration with the FCC is required. For this site, our analysis using both TOWAIR and Airspace indicated that this proposed structure exceeded the notice requirement slope for Barnstable Municipal Airport (HYA) and that notice to the FAA and a request for determination was required. The FAA determined that the proposed structure would not be considered a hazard to air navigation. A copy of this determination can be found in Appendix D. Based on EBI's analysis and the FAA determination, an Antenna Structure Registration with the FCC was not required. Thus, the site may proceed from an FAA Compliance perspective. If the proposed project location or proposed height of the structure changes, please notify EBI Consulting and we will be happy to conduct FAA Compliance studies based on the changes. Land Survey and Site Plans—Appendix A Latitude (NAD 83):41°41'08.34" N Longitude (NAD 83):070° 17' 11.14"W Site Ground Elevation (AMSL): 87 feet Proposed Structure Height(AGL):90 feet Airspace©Studies—Appendix B NR. This site did not pass all Airspace studies and notice to the FAA is required. FCC TOWAIR—Appendix C NNR. This site did not pass all FCC slope guidelines. However, since the extension MetroPCS NE is proposing increases the height of the structure by less than 20 feet, notice to the FAA is not required under the 20-foot Rule Exemption Criteria. FAA Determination—Appendix D DNE.The FAA has determined that this site does not pose a hazard to air navigation. This determination expires on May 12, 2011. ENVIROBUSINESS,INC.LOCATIONS I ATLANTA,GA I BALTIMORE,MD I BURLINGTON,MA I CHICAGO,IL DALLAS,TX I DENVER,CO I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY I PHOENIX,AZ I PORTLAND,OR SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA FAA Compliance Results: HYN0030A Date:November 12,2009 Page 2 Thank you for the opportunity to be of service to J Lee Associates (on behalf of MetroPCS NE) and please don't hesitate to contact us with any questions or if we can assist with any of your future regulatory needs. Respectfully Submitted, 1/CA- /1/.. 7- Mr. Nick Theriault Mr. Ryan McKissock Author/FAA Specialist Reviewer/MetroPCS NE Program Manager TEL: 603-809-2288 TEL:4 12-559-8826 Appendix A: Land Survey and Site Plans Appendix B:Airspace©Studies Appendix C: FCC TOWAIR Results Appendix D: FAA Determination APPENDIX A LAND SURVEY AND SITE PLANS • • / AZIMUTHS • / ALPHA sm - metroPCS. - MIA 160 raNw SW Unlimit Yourself. / -.1 WIDE ACCESS� r- 28.5 BILLERICA ROAD / FROM PUBIIC RAW. r____---________ THIRD FLOOR CIIELMSFORD,MA 01824 / PROP �O LTIYAREA F_ FM(978)244-7240 / PROP.U/6 UNRY RUN FROM ink A DOSE DEMARCS WREN 3' vii CHAPPELL / WIDEWIDEmumYAKA® ENGINEERING / 4 PROP.METER BUM t" ASSOCIATES.LLC / ® PROP.4SECT R.1 PANEL ANTENNAS / I I i ee(� SEGIO� o l N CNII•Structural.Lencl Surveying C WIDE® I STRUCMIE 46 0 87.4'AGL R.K.EKECUIT4E CENTRE DOUBLE SNUG GAZE I r 201 BOSTON POST 8080 WEST,SURE 001 / I 1c] UARLBOROUGN,MA 01752 / • / PROP.6'NIGH www.choOPPe AI / COMIrM FENCE NU \s / /0 ____1____ PROP.ME'RK1 PCS 1I8 PANEL ANRNxAS m R( / PROP.METRO PCS U � =1i[st(87.4`3 AQT�_ - ---r l/Kt,NI1gMl+p1�{I (.� Of / EOUP PRO WREN PROP. 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VNLESS WI'NM ACME UNDER TNE MELTON / "`tff��\ �', ' 0 I Q PR0P.00U(RIM UP IXTERIOR OF EXIST. . oavmrt. ram, /-1�'\ 6 7piuSlp� APE 'REVISIONS / IME/12J I I51r ;/ y'' FXKT./RANSMAIGY Ilir 4 SlMIc114PE/6 \4 :AA d' / DNE/124 115 KP , �" 11/4 p� 0 PROP.METRO PDS ICE BRIDGE / O MOUNTED LOW TOGROUND t 07/28/09 1591z0 Fop mum/COMM(Y-0 Mk CLEARANCE) 0 07/27/00 ISSUED FOR 2/0 ROAM H//���`�( A ,sN a PR MTm G /GSM REV.f DATE DESCRIPTION OE/11.1 115kv ow axw \\ // 0 / PROP.CE BNDCE . \`��Mr i7 .A' u�"' PROP.METRO PCS MOH PROP.11-o 17'-0 PROP.MEMO PCS minim MOMS 0 01 M AS SNOWN 1r ITT ®CON(ICE BRIDGE O LEASE AREA SIZE tLWF• �c 1001 g80 b Ar'/ - 5 PROP.6'NCH HYN0030A 57RUCMRE/` 4h OWNPara.METRO PCS°, sa OWN UN%FENCE NSTAR COMM WAY ' WIDE COM AREA BARNSTABLE PROP.METRO PCB PANEL ANTENNAS ®PROP METER BANKRM/#343,STRUCTURE#6, '.�' ®®(2 PER SECTOR,TOTAL DF e . LINE#123,115KV T/r/rrt Irsw ww c, ;i—.) MOUNTED 70 EXIST. _ _ __ SIRUCRIRE 15 0 87A'ACL Gb:-v% RYE ADDRESS. MOP G'LIHKM7E `'fir MITI:ikWAY • �E/Er 8213 I0.0 Ac.q -— I - I r-1 62COA NIS,CA 026 1 y„J� I i I°i: HVANNIS,MA 02801 PROP.U/O URIITY RUN Mk MARLSFROM ETmMARLS1.----RA/VI I22/4]-2 DRAWING IMF' - COMPOUND PLAN LOOKING TOWARDS #920 OAK STREET 115KV SUBSTATION DRAWING NO' COMPOUND PLAN ® EAST ELEVATION • ® n !'i • 0 25 5' 10' 15' 0 4' 6' IB' 24' APPENDIX B AIRSPACE©STUDIES Study: HYN0030A New Bedford, MA Site Information Latitude • 41-41-8 .34 41.68565 Longitude - 70-17-11. 14 70.2864277777778 Ground Elevation• 87 feet AMSL Structure Height • 90 feet AGL Overall Height • 177 feet AMSL City Information Nearest City• New Bedford, MA Distance • 33 .8 Statute Miles Direction• 266 Degrees (true bearing) Nearest Landing Facility Information Analyzed by Airspace° on: 11-12-2009. Using Airspace° Version 2009.9 Nearest Public Use landing facility is: HYA: BARNSTABLE MUNI-BOARDMAN/POL Distance to ARP is: 6136 ft. or 1.0098 nm. Direction to ARP is: 164.12 degrees (true bearing) Distance to the nearest runway is: 3866 ft. or .6362 nm. DNE FAR 77.13 (a) (1) . EXCEEDS FAR 77.13 (a) (2) . DNE FAR 77.13 (a) (4) . LOWEST MOCA FOUND: 1600 AMSL ON AIRWAY V167 INFORMATION ONLY Private use landing facilities are not studied under FAR Part 77. Nearest Private Use landing facility is: MA12: MARSTON MILLS Distance to this facility is: 5.98 NM Direction to this facility is: 260.28 degrees. Date Printed: 11-12-2009 AIRSPACE° and TERPS° are registered ° trademarks of Federal Airways & Airspace° Copyright ° 1989 - 2009 Federal Airways & Airspace° Airspace Analysis Chad•llx! in.nrelama_alaSt. m Want AO/ c.ow4....inu.•. mer-•_• - Ir. *Ian ma Canal Wise, • o .ow=row.aeva,..> • la am Wmu.e.mb.x.cr MO_*ma.-ra.w:_.ru� JJ a°"°• -----HYN0030A- xm.w•o..w,n.sx.o 1�M11111A1111 • yew HYA 8T — 90' 177' mar.pa p.a.pa a.m..Nape? Ha.ycv mar.casao r.ca". " ""°""am" 41 41 08.34 070 17 11.14 ram....,.... ▪ sweat,.wene Demure exeueese b ^ee^ '• rt1rrrrrrmrnrrcaam •rmnnt._e..aoc_•_an.m...m�..n lVl.!91.V111J11!!1!, 1.7 ▪Saw w..s.x.ma an..1..7 mmYnmmen.Tee emilmlOnE sq OCo ens: 1 ******************************************** * Federal Airways & Airspace * Summary Report ******************************************** File: HYN0030A Location: New Bedford, MA Distance: 33.8 Statute Miles Direction: 266° (true bearing) Latitude: 41°-41'-08.34" Longitude: 070°-17'-11.14" SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. NOTICE CRITERIA FAR 77.13(a) (1) : NNR (DNE 200 ft AGL) FAR 77.13(a) (2) : NR (Exceeds Notice Slope, Maximum: 92 ft.) FAR 77.13(a) (3) : NNR (Not a Traverse Way) FAR 77.13(a) (4) : PNR (Circling Approach Area) FAR 77.13(a) (4) : NNR FAR 77.13(a) (4) Notice Criteria for HYA FAR 77.13(a) (4) : NNR FAR 77.13(a) (4) Notice Criteria for 2B1 FAR 77.13(a) (5) : NNR (Off Airport Construction) Notice to the FAA is required because height exceeds Notice Slope criteria. The maximum height to avoid notice is 92 ft AMSL. NR = Notice Required NNR = Notice Not Required PNR = Possible Notice Required OBSTRUCTION STANDARDS FAR 77.23(a) (1) : DNE 500 ft AGL FAR 77.23(a) (2) : DNE - Airport Surface FAR 77.25(a) : DNE - Horizontal Surface FAR 77.25(b) : DNE - Conical Surface FAR 77.25(c) : DNE - Primary Surface FAR 77.25(d) : DNE - Approach Surface FAR 77.25(e) : DNE - Transitional Surface VFR TRAFFIC PATTERN AIRSPACE FOR: HYA: BARNSTABLE MUNI-BOARDMAN/POL Type: A RD: 3866.173 RE: 54.2 FAR 77.23(a) (1) : DNE FAR 77.23(a) (2) : DNE - Height Less Than 200 feet AGL. VFR Horizontal Surface: DNE VFR Conical Surface: DNE VFR Approach Slope: DNE VFR Transitional Slope: DNE The structure is within VFR - Traffic Pattern Airspace Runway Side Area. Structures that exceed horizontal, conical, and/or 500' AGL will receive a hazard determination from the FAA. The structure is within VFR - Traffic Pattern Airspace Climb/Descent Area. Structures exceeding the greater of 350' AGL, 77.23(a) (2) , or VFR horizontal and conical surfaces will receive a hazard determination from the FAA. Maximum AMSL of Climb/Descent Area is 404 feet. VFR TRAFFIC PATTERN AIRSPACE FOR: 2B1: CAPE COD Type: A RD: 30532.91 RE: 95.3 FAR 77.23(a) (1) : DNE FAR 77.23(a) (2) : Does Not Apply. VFR Horizontal Surface: DNE VFR Conical Surface: DNE VFR Approach Slope: DNE VFR Transitional Slope: DNE 2 TERPS DEPARTURE PROCEDURE (FAA Order 8260.3, Volume 4) FAR 77.23(a) (3) Departure Surface Criteria (40:1) The Maximum Height Permitted is 151 ft AMSL MINIMUM OBSTACLE CLEARANCE ALTITUDE (MOCA) FAR 77.23(a) (4) MOCA Altitude Enroute Criteria The Maximum Height Permitted is 600 ft AMSL PRIVATE LANDING FACILITIES FACIL BEARING RANGE DELTA ARP FAA IDENT TYP NAME To FACIL IN NM ELEVATION IFR MA12 SEA MARSTON MILLS 260.28 5.98 +133 No Impact to Near Airport Surface. Below surface height of 498 ft above ARP. AIR NAVIGATION ELECTRONIC FACILITIES FAC ST DIST DELTA IDNT TYPE AT FREQ VECTOR (ft) ELEVA ST LOCATION ANGLE BCU GLIDE SLOPE ON 0329.1 186.91 4582 +124 MA BARNSTABLE MUNI-B 1.55 HYA GLIDE SLOPE ON 0331.2 137.28 6770 +136 MA BARNSTABLE MUNI-B 1.15 HYA ATCT ON 180.39 7403 +59 MA BARNSTABLE MUNI-B .46 HYA LOCALIZER ON 0109.1 174.47 7905 +134 MA BARNSTABLE MUNI .97 BCU LOCALIZER ON 0108.9 165.71 8464 +137 MA BARNSTABLE MUNI - .93 FCC AM PROOF-OF-PERFORMANCE NOT REQUIRED: Structure is not near a FCC licensed AM radio station Proof-of-Performance is not required. Please review AM Station Report for details. Nearest AM Station: WBUR @ 7064 meters. Airspace® Summary Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:35 1 ******************************************** * PUBLIC AIRPORTS IN PROXIMITY OF CASE * ******************************************** File: HYN0030A OVERALL ELEVATION (AMSL) : 177 • LATITUDE: 41°-41'-08.34" LONGITUDE: 070°-17'-11.14" FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 HYA AIR BARNSTABLE MUNI-BOARDMAN/POL 164.12 1.01 +123 YES This facility has at least one runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) but EXCEEDS FAR 77.13(a) (2) Notice Criteria for this airport. You must notify the Federal Aviation Administration using a FAA Form 7460-1 a minimum of 30 days prior to your construction start date. As a minimum, please review reports for FAR Part Obstruction Surfaces, Air Navigation and Communication facilities. EXCEEDS FAR 77.13(a) (2) Notice Criteria by: 85 feet. You are 3866 feet from the nearest runway threshold and the threshold elevation is 54 feet. Please review runway analysis for remaining airport surfaces. This airport has both Circling and Straight-In Instrument Procedures. Please review published US Terminal .(TERPS®) Approach Procedures for this landing facility. DNE FAR 77.13(a) (4) Notice Criteria for HYA Category 'D' Circling Approach Area extends 3.78 NM from each runway. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 2B1 AIR CAPE COD 269.72 5.206 +74 YES This facility does not have a runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 30532 feet from the nearest runway threshold and the threshold elevation is 95 feet. Please review runway analysis for remaining airport surfaces. This facility has a circling approach procedure. Circling procedures have a Straight-In segment. The site can be out of the circling approach area and still be in the straight in approach segment. Please review published US Terminal Procedures for this landing facility to determine what impact (if any) this site has on the procedure(s) and/or airport. DNE 77.13(a) (4) Notice Criteria 2B1 Category 'A' Circling Area extends 1.30 NM from all runways. Category 'B' Circling Area extends 1.84 NM from all runways. Category 'C' Circling Area extends 2.89 NM from all runways. Category 'D' Circling Area extends 3.78 NM from all runways. Category 'E' Circling Area extends 4.73 NM from all runways. 2 FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 FMH AIR CAPE COD COAST GUARD AIR STA 261.2 10.689 +46 YES This facility has at least one runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However,', you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 61894 feet from the nearest runway threshold and the threshold elevation is 126 feet. Please review runway analysis for remaining airport surfaces. This airport has both Circling and Straight-In Instrument Procedures. Please review published US Terminal (TERPSD) Approach Procedures for this landing facility. DNE 77.13(a) (4) Notice Criteria FMH Category 'E' Circling Approach Area extends 4.73 NM from each runway. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 MA29 HEL CAMP EDWARDS 266 12.542 +42 YES Your structure DOES NOT EXCEED FAR 77.13(a) (2) Notice Criteria for this heliport. You are not locating within 5,000 feet of facility. You are beyond limit by: 71206.45 feet. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 5B6 AIR FALMOUTH AIRPARK 242.19 12.902 +134 YES This facility does not have a runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 77281 feet from the nearest runway threshold and the threshold elevation is 41 feet. Please review runway analysis for remaining airport surfaces. No Circling or Straight-In Instrument Approach Procedures were found for this landing facility or your proposed location is greater than 10 nautical miles from the airport. No Expected TERPS® impact. FACIL BEARING DISTANCE DELTA ARP 'FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 CQX AIR CHATHAM MUNI 89.21 13.352 +109 YES This facility does not have a runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. 3 You are 80061 feet from the nearest runway threshold and the threshold elevation is 54 feet. Please review runway analysis for remaining airport surfaces. No Circling or Straight-In Instruirent Approach Procedures were found for this landing facility or your proposed location is greater than 10 nautical miles from the airport. No Expected TERPSO impact. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 MA37 HEL FALMOUTH HOSPITAL 244.45 16.843 +72 YES Your structure DOES NOT EXCEED FAR 77.13(a) (2) Notice Criteria for this heliport. You are not locating within 5,000 feet of facility. You are beyond limit by: 97339.75 feet. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 1B2 AIR KATAMA AIRPARK 208.58 22.369 +159 YES This facility has at least one runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 134326 feet from the nearest runway threshold and the threshold elevation is 21 feet. Please review runway analysis for remaining airport surfaces. No Circling or Straight-In Instrument Approach Procedures were found for this landing facility or your proposed location is greater than 10 nautical miles from the airport. No Expected TERPSO impact. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 MVY AIR MARTHAS VINEYARD 220 22.942 +110 YES This facility has at least one runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 136545 feet from the nearest runway threshold and the threshold elevation is 63 feet. Please review runway analysis for remaining airport surfaces. No Circling or Straight-In Instrument Approach Procedures were found for this landing facility or your proposed location is greater than 10 nautical miles from the airport. No Expected TERPSO impact. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 PVC AIR PROVINCETOWN MUNI 7.15 23.35 +168 YES This facility has at least one runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this 1 4 airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 140828 feet from the nearest runway threshold and the threshold elevation is 9 feet. Please review runway analysis for remaining airport surfaces. No Circling or Straight-In Instrument Approach Procedures were found for this landing facility or your proposed location is greater than 10 nautical miles from the airport. No Expected TERPS® impact. FACIL BEARING DISTANCE DELTA ARP FAR IDENT TYP NAME To FACIL IN N.M. ELEVATION P77 PYM AIR PLYMOUTH MUNI 304.14 23.949 +29 YES This facility has at least one runway over 3,200 feet in length. Your structure DNE FAR 77.13(a) (1) or 77.13(a) (2) Notice Criteria for this airport. However, you may EXCEED other Notice Standards. As a minimum, please review reports for FAR Part 77 Obstruction Surfaces, Air Navigation and Communication facilities. You are 143125 feet from the nearest runway threshold and the threshold elevation is 130 feet. Please review runway analysis for remaining airport surfaces. No Circling or Straight-In Instrument Approach Procedures were found for this landing facility or your proposed location is greater than 10 nautical miles from the airport. No Expected TERPS® impact. THE NEAREST AIRPORT TO CASE COORDINATES IS: HYA BARNSTABLE MUNI-BOARDMAN/POL is an Airport type landing facility and is associated with the city of HYANNIS, MA. The facility is eligible for Study under FAR Part 77 sub-Part C. Its Reference Point (ARP) elevation is: 54 feet AMSL and you are locating 6139 feet from this landing facility. Airspace® Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:20 The mathematical algorithms used by this program are derived directly from Federal Aviation Regulations Part 77, sub-part C. 1 ********************************************************** * VFR TRAFFIC PATTERN AIRSPACE ANALYSIS *****************************,**************************** FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. Traffic Pattern Airspace, a structure that exceed any of the following maximum allowable heights is considered to constitute a hazard to air navigation: (1) The height of the transition surface (other than abeam the runway) , the approach slope, the horizontal surface, and the conical surface (as applied to visual approach runways) . (2) Beyond the lateral limits of the conical surface and in the climb/descent area - 350' above airport elevation or the height of part 77.23(a) (2) , whichever is greater not to exceed 500' above ground level (AGL) . The climb/descent area begins abeam the runway threshold being used and is the area where the pilot is either descending to land on the runway or climbing to pattern altitude after departure. (3) Beyond the lateral limits of the conical surface and NOT in the climb/descent area of any runway - 500' above Airport Elevation not to exceed 500' AGL. ************************ Landing Facility Identifier ************************ HYA FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : DNE - Height Less Than 200 feet AGL. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. The structure is within VFR - Traffic Pattern Airspace Runway Side Area. Structures that exceed horizontal, conical, and/or 500' AGL will receive a hazard determination from the FAA. The structure is within VFR - Traffic Pattern Airspace Climb/Descent Area. Structures exceeding the greater of 350' AGL, 77.23(a) (2) , or VFR horizontal and conical surfaces will receive a hazard determination from the FAA. Maximum AMSL of Climb/Descent Area is 404 feet. Existing Runway 06 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 24 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 33 Does Not Exceed Runway Visual Approach. Slope. Does Not Exceed Runway Visual Transitional Slope. Proposed Runway Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. • 2 Proposed Runway 33 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ 2B1 FAR 77.23 (a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR'77.23 (a) (2) : Does Not Apply. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing Runway 05 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 23 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 09 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 27 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 17 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 35 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ FMH FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : DNE - Greater Than 6 NM. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing Runway 05 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 23 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 14 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 32 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ 5B6 FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : Does Not Apply. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing 3 Runway 07 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 25 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ CQX FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : Does Not Apply. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing Runway 06 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 24 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ 1B2 FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : DNE - Greater Than 6 NM. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing Runway 03 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 21 Does Not Exceed Runway visual Approach Slope. Does Not Exceed Runway visual Transitional Slope. ************************ Landing Facility Identifier ************************ MVY FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : DNE - Greater Than 6 NM. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing Runway 06 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 24 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 15 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 33 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. • Proposed Runway 33 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Proposed Runway 15 Does Not Exceed Runway Visual Approach Slope. 4 Does Not Exceed Runway Visual Transitional Slope. Proposed Runway 06 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. • •Proposed Runway 24 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ PVC • FAR 77.23('a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : DNE - Greater Than 6 NM. Does Not Exceed VFR Horizontal Surface. Does Not Exceed VFR Conical Surface. Existing Runway 07 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 25 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ************************ Landing Facility Identifier ************************ PYM FAR 77.23(a) (1) : DNE - Maximum Height Less Than 500 feet AGL FAR 77.23(a) (2) : DNE - Greater Than 6 NM. Does Not Exceed VFR Horizontal Surface. Does.Not Exceed VFR Conical Surface. • Existing Runway 06 Does Not Exceed Runway visual Approach Slope. Does Not Exceed Runway visual Transitional Slope. Existing • Runway 24 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Existing Runway 15 Does Not Exceed Runway Visual Approach Slope. - Does Not Exceed Runway Visual Transitional Slope. Existing Runway 33 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Proposed Runway 06 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. Proposed Runway 24 Does Not Exceed Runway Visual Approach Slope. Does Not Exceed Runway Visual Transitional Slope. ******************************************************************************** * The above analysis was conducted using default parapeters - Category C * aircraft and a maximum of 4 like category aircraft in the VFR -Traffic * Pattern at one time. * * To view a graphical image of VFR - Traffic Pattern Airspace for these * airports use Terps® Professional Software. Open the airport and Aispace® * * study. From the Map Menu select 'VFR - Traffic Pattern Airspace' . The * proposed structure, airport, and the traffic pattern will now be shown * together. Use this information to locate an alternate site if necessary. *****************************************r************************************** • Airspace® Version 2009.9 Copywrite © 1989 - 2009 Federal Airways & Airspace® all rights reserved Date: 11-12-2009 Time: 15:22:20 1 **************************i**************************** * PRIVATE LANDING FACILI^_IES IN PROXIMITY OF CASE * **************************-**************************** FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. FACIL BEARING RANGE DELTA ARP FAR FAA PROTECTED IDENT TYP NAME To FACIL IN NM ELEVATION P77 IFR PROCEDURE MA12 SEA MARSTON MILLS 260.28 5.98 +133 NO 3MA9 HEL MARSTON MILLS 243.46 6.1 +167 NO MA23 HEL NORTH BAY 235.45 6.18 +167 NO 3MA3 HEL SEAPUIT 232.42 7.31 +157 NO 6MA6 HEL COTUIT 239.63 8.16 +134 NO 41MA HEL HANEY 235.87 10.21 +155 NO MA25 SEA LONG POND 74.59 10.5 +146 NO 5MA2 HEL FULLER HOUSE 236.16 14.31 +147 NO 3MA4 HEL NORTH CHATHAM 82.99 14.5 +167 NO MA37 HEL FALMOUTH HOSPITAL 244.45 16.84 +72 YES IFR Procedure 4MA1 HEL BANGS 287.01 18.86 +147 NO MA44 AIR TRADE WIND 221.05 19.43 +134 NO 70MA HEL TOBEY HOSPITAL 282.36 19.65 +91 NO MA78 SEA RUSSELL MILL POND 312.38 20.7 +122 NO MA55 AIR MUSKEGET ISLAND 181.59 21.05 +87 NO 1MA0 HEL JORDAN HOSPITAL 313.53 22.27 +55 NO 11MA AIR BULLJUMP 289.14 22.41 +117 NO MA72 AIR TUCKERNUCK 177.14 23.31 +154 NO MA62 HEL SAMPSON POND 296.78 23.37 +10 NO 9MA8 HEL WAYNE WEST 294.54 23.39 +87 NO 07MA HEL WEST POND 306.3 23.51 +28 NO 19MA HEL WAINE 165.65 24.8 +97 NO THE NEAREST PRIVATE USE LANDING FACILITY IS: MARSTON MILLS MARSTON MILLS is an Airport type landing facility. Landing facilities with IFR procedures are protected under FAR 77.23(a) (3) . Airspace@ Version 2009.9 AIRSPACE@ and TERPS@ are registered @ trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:29 The mathematical algorithms used by this program are derived directly from Federal Aviation Regulations Part 77, sub-part C. 1 ********************************************* * F.A.R. 77 OBSTRUCTION ANALYSIS ********************************************* FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. 77.23 (a) (1) A height more than 500 ft Above Ground Level (AGL) . ************* DOES NOT EXCEED ************* THE MAXIMUM ALLOWABLE HEIGHT IS• 587 ft. AMSL THE GROUND ELEVATION AT THE SITE IS: 87 ft. AMSL THE OVERALL CASE ELEVATION =S• 177 ft. AMSL THE CASE IS BELOW THE ALLOWABLE BY 410 ft. ********************************************* BEGIN AIRPORT ANALYSIS FOR HYA ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: Proposed height less than 200 feet Above Ground Level. THE REFERENCE AIRPORT IDENT IS• HYA THE AIRPORT ELEVATION IS• 54 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 1.0104 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS• 344.12 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 287 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150'ft. above airport elevation within a radius of >> HYA <<. ************* DOES NOT EXCEED ************** MAXIMUM ALLOWABLE HEIGHT IS• 204 ft AMSL. THE AIRPORT ELEVATION IS• 54 ft. AMSL THE CASE IS BELOW THE ALLOWABLE BY: .,, 27 ft. 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * 2 ************************* EXISTING RUNWAY 06/24 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 24. ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CR=TERIA FOR THIS RUNWAY. ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 15/33 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 15. THE BEARING TO THE CASE FROM THE THRESHOLD IS 23.071 degrees THE ABEAM BEARING TO THE CENTERLINE IS 229.77 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 319.77 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 3701.1 ft. THE RUNWAY THRESHOLD ELEVATION IS 54.2 ft. AMSL THE DISTANCE FROM THRESHOLD + 200' TO THE CASE IS 4142.837 ft. THE DISTANCE FROM THRESHOLD + 200' TO NB IS 1861.38 ft. THE CRITICAL WIDTH OF HALF THE APPROACH IS 779.2 ft. THE TRANSITIONAL SURFACE HEIGHT IS 508' AMSL. HOWEVER, THE CASE IS IN AN AREA WHERE THE TRANSITIONAL SURFACE IS LIMITED BY THE HORIZONTAL SURFACE (204' AMSL) . See FAR 77.25(a) for this runway. THE SLOPE OF RUNWAY 15 IS: 50 TO 1. The FAA has defined this runway as a non-utility runway. It has a precision approach. The obstacle surface extends 50,000 feet with a 50:1 Slope for the first 1C,000 feet and a 40:1 Slope for 40,000 feet. The obstacle approach surface is centered symmetrically along the runway centerline extended. Please review the US Terminal Procedures volume associated with this airport. If a procedure for this airport and/or runway exist use Terps® Professional software to determine the height limits (if any) the procedure will have on the proposed structure. Precision instrument procedures will have the greatest impact between the final approach fix (FAF) and the runway end. The FAF is located approximately 5 NM from the runway end. This type of approach usually has a non-precision and a circling approach also. A circling approach to the airport or runway can extend out up to 4.5 NM from every runway end. 3 ************************* * BEGIN RUNWAY ANALYSIS * ************************* PROPOSED RUNWAY 150/33 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 150 THE BEARING TO THE CASE FROM THE THRESHOLD IS 35.579 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ********************************************* BEGIN AIRPORT ANALYSIS FOR 2B1 ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: 'Airport does not have a runway longer than 3200 feet. THE REFERENCE AIRPORT IDENT IS• 2B1 THE AIRPORT ELEVATION IS• 103 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 5.2058 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS• 89.716 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 523 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> 2B1 «. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 05/23 4 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 23. THE BEARING TO THE CASE FROM THE THRESHOLD IS 91.317 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 09/27 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 27. THE BEARING TO THE CASE FROM THE THRESHOLD IS 90.723 degrees THE ABEAM BEARING TO THE CENTERLINE IS 162.21 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 72.21 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 9599.2 ft. THE RUNWAY THRESHOLD ELEVATION IS 95.3 ft. AMSL - THE DISTANCE FROM THRESHOLD + 200' TO THE CASE IS 30343.112 ft. THE DISTANCE FROM THRESHOLD + 200' TO NB IS 28772.39 ft. THE CRITICAL WIDTH OF HALF THE APPROACH IS 3002.235 ft. ************* DOES NOT EXCEED ************** BEYOND DEFINED APPROACH & TRANSITIONAL AREAS. RUNWAY CENTERLINE OFFSET IS 9599.19 ft. DISTANCE FROM THE THRESHOLD TO OFFSET IS 28972.35 ft. THE SLOPE OF RUNWAY 27 IS: 20 TO 1. The FAA has defined this runway as a utility runway. It has a visual approach. The obstacle surface extends 5000 feet (20:1 Slope) symmetrically centered along the runway centerline extended. This airport may have a circling approach. Please review the US Terminal Procedures volume associated with this airport. If a procedure for this airport and/or this runway exist, use Terps® Professional software to determine the height limits (if any) the procedure will have on the proposed structure. A circling approach to the airport or any runway can extend out up to 4.5 NM from every runway end. ************************* 5 * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 17/35 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 35. THE BEARING TO THE CASE FROM THE THRESHOLD IS 91.389 degrees THE ABEAM BEARING TO THE CENTERLINE IS 180.2 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 90.2 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 606.8 ft. THE RUNWAY THRESHOLD ELEVATION IS 89.1 ft. AMSL THE DISTANCE FROM THRESHOLD + 200' TO THE CASE IS 31146.505 ft. THE DISTANCE FROM THRESHOLD + 200' TO NB IS 31139.84 ft. THE CRITICAL WIDTH OF HALF THE APPROACH IS 3238.979 ft. ************* DOES NOT EXCEED ************** CASE IS BEYOND APPROACH SURFACE, OUT BY 21139.79 ft. THE SLOPE OF RUNWAY 35 IS: 20 TO 1. The FAA has defined this runway as a utility runway. It has a visual approach. The obstacle surface extends 5000 feet (20:1 Slope) symmetrically centered along the runway centerline extended. This airport may have a circling approach. Please review the US Terminal Procedures volume associated with this airport. If a procedure for this airport and/or this runway exist, use Terps® Professional software to determine the height limits (if any) the procedure will have on the proposed structure. A circling approach to the airport or any runway can extend out up to 4.5 NM from every runway end. ********************************************* BEGIN AIRPORT ANALYSIS FOR FMH ********************************************* i 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: Location studied is further than 6 nm. from ARP. THE REFERENCE AIRPORT IDENT IS• FMH THE AIRPORT ELEVATION IS. 131 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 10.689 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS• 81.196 DEGREES THE CASE HEIGHT AGL IS. 90 ft. ALLOWABLE HEIGHT 1099 ft. AMSL 6 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> FMH <<. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA • ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 05/23 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 23. THE BEARING TO THE CASE FROM THE THRESHOLD IS 83.823 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 14/32 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 32. THE BEARING TO THE CASE FROM THE THRESHOLD IS 78.334 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. • ********************************************* BEGIN AIRPORT ANALYSIS FOR 5B6 ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** • 7 BECAUSE: Airport does not have a runway longer than 3200 feet. THE REFERENCE AIRPORT IDENT IS• 5B6 THE AIRPORT ELEVATION IS• 43 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 12.9024 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS• 62.19 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 1277 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> 5B6 <<. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 07/25 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 25. THE BEARING TO THE CASE FROM THE THRESHOLD IS 62.391 degrees THE ABEAM BEARING TO THE CENTERLINE IS 141.42 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 51.42 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 14670.5 ft. ************** DOES NOT EXCEED ************** CASE MEETS ANGULAR CRITERIA BUT IS LOCATED GREATER THAN 50,000 ft. FROM THE START OF ANY APPROACH TYPE, OUT BY 25634.1 feet ********************************************* BEGIN AIRPORT ANALYSIS FOR CQX ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** 8 BECAUSE: Airport does not have a runway longer than 3200 feet. THE REFERENCE AIRPORT IDENT IS• CQX THE AIRPORT ELEVATION IS• 68 ft. AMSL • THE DISTANCE FROM THE CASE TO ARP IS: 13.352 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS• 269.211 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 1322 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> CQX <<. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 06/24 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 06. THE BEARING TO THE CASE FROM THE THRESHOLD IS 270.257 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ********************************************* BEGIN AIRPORT ANALYSIS FOR 1B2 ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: Location studied is further than 6 nm. from ARP. THE REFERENCE AIRPORT IDENT IS• 1B2 THE AIRPORT ELEVATION IS• 18 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 22.3689 NAUTICAL MILES 9 THE BEARING AIRPORT TO CASE IS• 28.579 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 2223 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> 1B2 «. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 03/21 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 21. THE BEARING TO THE CASE FROM THE THRESHOLD IS 29.149 degrees THE ABEAM BEARING TO THE CENTERLINE IS 109.09 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 19.09 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 23417.9 ft. ************** DOES NOT EXCEED ************** CASE MEETS ANGULAR CRITERIA BUT IS LOCATED GREATER THAN 50,000 ft. FROM THE START OF ANY APPROACH TYPE, OUT BY 82005 feet ********************************************* BEGIN AIRPORT ANALYSIS FOR MVY ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: Location studied is further than 6 nm. from ARP. THE REFERENCE AIRPORT IDENT IS• MVY THE AIRPORT ELEVATION IS• 67 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 22.9418 NAUTICAL MILES 10 THE BEARING AIRPORT TO CASE IS• 39.999 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 2281 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> MVY <<. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 06/24 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 24. THE BEARING TO THE CASE FROM THE THRESHOLD IS 39.783 degrees THE ABEAM BEARING TO THE CENTERLINE IS 130.61 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 40.61 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 1971.7 ft. ************** DOES NOT EXCEED ************** CASE MEETS ANGULAR CRITERIA BUT IS LOCATED GREATER THAN 50,000 ft. FROM THE START OF ANY APPROACH TYPE, OUT BY 86639.3 feet ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 15/33 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 15. ************** DOES NOT EXCEED ************** 11 OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ************************* * BEGIN RUNWAY ANALYSIS * ************************* PROPOSED RUNWAY 33/15 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 15. ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ************************* * BEGIN RUNWAY ANALYSIS * ************************* PROPOSED RUNWAY 06/24 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 24. THE BEARING TO THE CASE FROM THE THRESHOLD IS 39.782 degrees THE ABEAM BEARING TO THE CENTERLINE IS 130.61 degrees THE CENTERLINE OUTBOUND TRUE, BEARING IS 40.61 degrees ,THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 1975.6 ft. ************** DOES NOT EXCEED ************** CASE MEETS ANGULAR CRITERIA BUT IS LOCATED GREATER THAN 50,000 ft. FROM THE START OF ANY APPROACH TYPE, OUT BY 86338.9 feet ********************************************* BEGIN AIRPORT ANALYSIS FOR PVC ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: Location studied is further than 6 nm. from ARP. THE REFERENCE AIRPORT IDENT IS• PVC THE AIRPORT ELEVATION IS• 9 ft. AMSL 12 THE DISTANCE FROM THE CASE TO ARP IS: 23.3498 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS• 187.15 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 2321 ft. AMSL 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> PVC «. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 07/25 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 07. THE BEARING TO THE CASE FROM THE THRESHOLD IS 186.524 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ********************************************* BEGIN AIRPORT ANALYSIS FOR PYM ********************************************* 77.23 (a) (2) A height AGL or airport elevation, whichever is higher. ************* DOES NOT EXCEED ************** BECAUSE: Location studied is further than 6 nm. from ARP. THE REFERENCE AIRPORT IDENT IS• PYM • THE AIRPORT ELEVATION IS' 148 ft. AMSL THE DISTANCE FROM THE CASE TO ARP IS: 23.9487 NAUTICAL MILES THE BEARING AIRPORT TO CASE IS' 124.136 DEGREES THE CASE HEIGHT AGL IS• 90 ft. ALLOWABLE HEIGHT 2442 ft. AMSL 13 77.25 (a) A height exceeding a horizontal surface 150 ft. above airport elevation within a radius of >> PYM <<. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED HORIZONTAL SURFACE AREA 77.25 (b) A height exceeding a conical surface (a slope outward 4000 ft. from the horizontal surface at 20/1 ratio) . ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED CONICAL SURFACE AREA ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 06/24 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 24. THE BEARING TO THE CASE FROM THE THRESHOLD IS 124.902 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. ************************* * BEGIN RUNWAY ANALYSIS * ************************* EXISTING RUNWAY 15/33 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN SPECIFIED RUNWAY PRIMARY SURFACE • 77.25 (d) A height exceeding an approach surface of RUNWAY 33. THE BEARING TO THE CASE FROM THE THRESHOLD IS 124.321 degrees THE ABEAM BEARING TO THE CENTERLINE IS 219.61 degrees THE CENTERLINE OUTBOUND TRUE BEARING IS 129.61 degrees THE ABEAM DISTANCE TO CENTERLINE FROM CASE IS 13890.1 ft. ************** DOES NOT EXCEED ************** CASE MEETS ANGULAR CRITERIA BUT IS LOCATED GREATER THAN 50,000 ft. FROM THE START OF ANY APPROACH TYPE, OUT BY 92319.9 feet ************************* 14 * BEGIN RUNWAY ANALYSIS * ************************* PROPOSED RUNWAY 06/24 77.25 (c) A height exceeding runway primary surface. ************* DOES NOT EXCEED ************** NOT WITHIN,SPECIFIED RUNWAY PRIMARY SURFACE 77.25 (d) A height exceeding an approach surface of RUNWAY 24. THE BEARING TO THE CASE FROM THE THRESHOLD IS • 124.906 degrees ************** DOES NOT EXCEED ************** OUTSIDE APPROACH ANGULAR CRITERIA FOR THIS RUNWAY. Airspace® Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:20 iiiii ************************************** * NAVAIDS IN PROXIMITY OF CASE * ************************************** 1 FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. FAC ST DIST DELTA GROUND IDNT TYPE AT FREQ VECTOR (ft) ELEVA ST LOCATION ANGLE BCU GLIDE SLOPE ON 0329.15 186.91 4582 +124 MA BARNSTABLE MUNI-B 1.55 HYA GLIDE SLOPE ON 0331.25 137.28 6770 +136 MA BARNSTABLE MUNI-B 1.15 HYA ATCT ON 180.39 7403 +59 MA BARNSTABLE MUNI-B .46 HYA LOCALIZER ON 0109.15 174.47 7905 +134 MA BARNSTABLE MUNI .97 BCU LOCALIZER ON 0108.95 165.71 8464 +137 MA BARNSTABLE MUNI - .93 BOGE LOM ON 0342. 63.97 25366 NA MA BOGEY (LOM) 0.00 BOMD LOM ON 0362. 291.92 45593 +97 MA BOMDE (LOM) .12 BNX GLIDE SLOPE ON 0333.80 259.42 62745 -99822 MA CAPE COD COAST GU -57.85 FMH TACAN ON 9999.99 261.25 62881 +57 MA CAPE COD CGAS .05 FMH GLIDE SLOPE ON 0334.40 263.34 62998 -99822 MA CAPE COD COAST GU -57.74 FMH RADAR ON 262.43 65021 +58 MA OTIS ANGB .05 FMH ATCT ON 260.34 67813 -37 MA OTIS ANGB -.03 FMH LOCALIZER ON 0110.1 258.37 68603 +76 MA CAPE COD CGAS .06 BNX LOCALIZER ON 0109.9 265.24 70228 +31 MA CAPE COD CGAS .03 CQX NDB ON 0279. 88.32 81052 +137 MA NAUSET .10 CHH SD Y 94.13 88098 +174 MA CHATHAM .11 MVY GLIDE SLOPE ON 0330.50 219.91 137853 +116 MA MARTHAS VINEYARD .05 MVY VOR/DME ON 0114.5 220.16 138209 +118 MA MARTHAS VINEYARD .05 LFV VOR/DME ON 0114.7 29.25 138570 +25 MA MARCONI .01 MVY ATCT ON 219.46 140221 +49 MA MARTHAS VINEYARD .02 PVC NDB ON 0389. 6.97 140697 +134 MA PROVINCETOWN .05 VQO GLIDE SLOPE ON 0331.70 6.98 141169 +169 MA PROVINCETOWN MUNI .07 LFV LR ON 26.52 141965 +15 MA North Truro .01 MVY LOCALIZER ON 0108.7 219.81 142849 +122 MA MARTHAS VINEYARD .05 VQO LOCALIZER ON 0111.1 7.96 143481 +168 MA PROVINCETOWN MUNI .07 PYM LOCALIZER ON 0109.35 305.26 145785 +29 MA PLYMOUTH .01 PYM GLIDE SLOPE ON 0331.85 303.48 145906 +42 MA PLYMOUTH MUNI .02 THE NEAREST AIR NAVIGATION FACILITY TO CASE COORDINATES IS: BCU AIRSPACE@ Version 2009.9 AIRSPACE@ and TERPS® are registered @ trademarks of Federal Airways & Airspace@ Copyright © 1989 - 2009 11-12-2009 15:22:30 r ' ******************************************************* * COMMUNICATION FACILITIES IN PROXIMITY OF CASE * ******************************************************* 1 FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. BEARING (deg) IDENT FACILITY LOCATION NAME ST Case to FAC DISTANCE (ft) HYA EFAS HYANNIS MA 164.21 6452 HYA RCO HYANNIS MA 164.21 6452 HYA ATCT HYANNIS MA 164.21 6452 HYA RTR HYANNIS MA 64.04 21440 EWB RCAG BARNSTABLE MA 287.46 57775 FMH RTR OTIS ANGB MA 260.96 65219 FMHA RTR FALMOUTH-OTIS MA 260.96 65219 FMH ATCT OTIS ANGB MA 259.09 65363 CHH ASR CHATHAM MA 94.63 87632 MVY ATCT MARTHAS VINEYARD MA 220.15 138376 MVY RCO MARTHAS VINEYARD MA 220.15 138376 MVY RTR MARTHAS VINEYARD MA 220.09 139719 PVC RTR PROVINCETOWN MA 7.09 141856 PYM RCO PLYMOUTH MA 304.55 146314 THE NEAREST COMMUNICATION FACILITY TO CASE COORDINATES IS: HYA Airspace® Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:30 1 ******************************************* * NOS OBSTRUCTIONS NEAR CASE ******************************************* Obstacle Search Range = 40000 FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. TYPE A A M FAA JULIAI ✓ OBSTACLE CITY ST LATITUDE LONGITUDE RANGE DEG QUAN AMSL AGL L H V K NUMBER DATE O TOWER HYANNIS MA 41-41-08.05 070-17-30.52 1471 269 1 00214 0102 R 5 D P 2005ANE003600E 20072: O TANK BARNSTABLE MA 41-41-23.00 070-17-14.00 1500 352 2 00240 0110 D 1 A N 1995ANE000360E 19993: O TANK HYANNIS MA 41-41-18.00 070-16-49.00 1944 60 2 00235 0104 R 1 A M 19993( O TOWER HYANNIS MA 41-41-08.39 070-17-38.61 2084 270 1 00233 0097 R 5 D P 2005ANE003590E 20072 O POLE HYANNIS MA 41-41-08.84 070-17-49.13 2883 271 1 00235 0097 R 5 D P 2005ANE003630E 20072 O TOWER HYANNIS MA 41-41-10.00 070-17-50.00 2953 273 1 00228 0085 R 2 C M 2001ANE001750E 20031 O TOWER HYANNIS MA 41-41-07.50 070-17-53.60 3223 268 1 00171 0061 R 5 D N 2005ANE004200E 20072 U BLDG BARNSTABLE MA 41-40-23.60 070-17-34.52 4864 201 1 00075 0021 N N 2008ANE003970E 20091 O TOWER HYANNIS MA 41-40-04.77 070-16-52.13 6594 167 1 00068 0024 R 5 D P 2005ANE001560E 20072 O TOWER BARNSTABLE MA 41-41-57.00 070-18-11.00 6700 317 1 00269 0200 R 2 A M 1998ANE000080E 19993 U POLE HYANNIS MA 41-41-37.00 070-18-50.00 8042 291 1 00230 0150 U U 19912 U POLE HYANNIS MA 41-39-47.40 070-16-37.20 8588 163 1 00079 0038 R M 2004ANE010890E 20043' U POLE HYANNIS MA 41-39-45.91 070-16-35.60 8769 162 1 00077 0038 R M 2004ANE010880E 20043! O POLE HYANNIS MA 41-39-46.20 070-16-31.30 8847 160 1 00074 0034 R 2 C N 2005ANE004410E 20052: U POLE - HYANNIS MA 41-39-44.52 070-16-34.06 8939 162 1 00078 0038 R M 2004ANE010870E 20043! U POLE HYANNIS MA 41-39-43.06 070-16-33.11 9102 162 1 00076 0038 R M 2004ANE010860E 20043! U POLE HYANNIS MA 41-39-42.08 070-16-34.55 9162 162 1 00073 0038 R M 2004ANE010850E 20043' U POLE HYANNIS MA 41-39-41.07 070-16-36.15 9224 163 1 00074 0038 R M 2004ANE010840E 20043! U POLE HYANNIS MA 41-39-40.08 070-16-37.78 9285 164 1 00075 0038 R M 2004ANE010830E 20043! U POLE HYANNIS MA 41-39-39.19 070-16-39.52 9337 165 1 00074 0038 R M 2004ANE010820E 20043' O TANK HYANNIS MA 41-39-48.00 070-15-49.00 10246 143 1 00216 0188 R 4 D N 1999ANE000400E 19993: O TOWER HYANNIS MA 41-39-19.00 070-16-58.00 11112 175 1 00183 0153 R 1 B M 1968ANE002510E 199931 O TANK YARMOUTH MA 41-41-34.00 070-14-46.00 11314 77 2 00205 0095 L 1 A U 19993( U TOWER HYANNIS MA 41-39-07.00 070-16-54.00 12350 174 1 00130 0100 U U 19760' O TOWER BARNSTABLE MA 41-41-20.10 070-20-47.50 16460 274 1 00546 0420 R 4 D M 1999ANE004130E 20051( O TOWER BARNSTABLE MA 41-41-02.00 070-20-55.00 16998 268 1 00407 0257 R 5 D M 1978ANE002450E 19793( O TOWER BARNSTABLE MA 41-40-57.00 070-21-15.00 18540 266 1 00345 0175 R 4 D M 1983ANE002200E 19993: 0 TOWER WEST YARMOUTH MA 41-38-07.00 070-14-04.00 23210 142 1 00305 0300 R 2 D M 0064 EA000030E 19771: O TOWER SOUTH YARMOUTH MA 41-41-24.00 070-11-29.00 26008 86 1 00234 0199 R 5 D M 1985ANE002250E 19862' O TOWER HYANNIS MA 41-41-26.00 070-11-19.00 26778 86 1 00351 0321 M 5 D N 2005ANE005890E 20052 AIRSPACE® Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:33 2 DEFINITIONS: The data for each obstacle record is in the following format: Field Data Element Description 1 "0" or "U" Verification Status "O": verified "U": unverified 2 Obstacle Type 1. Arch 15. Plant 2. Balloon 16. Pole 3. Bridge 17. Rig 4. Bldg 18. Refinery 5. Bldg-Twr 19. Sign 6. Catenary 20. Spire 7. Cool TWR 21. Stack 8. Crane 22. Stacks 9. Crane T 23. Tank 10. Ctrl Twr 24. T-L Twr 11. Dam 25. Tower 12. Dome 26. Towers 13. Elevator 27. Tramway 14. Monument 28. Windmill 3 City Name City 4 State Identifier State 5 Latitude Latitude (NAD 1883) 6 Longitude Longitude (NAD 1983) 7 Range Distance from Aeronautical Study to NOS Obstruction (feet) 8 DEG Bearing from Aeronautical Study to NOS Obstruction (feet) 9 Freq Charted AM station Frequency 10 AMSL Above Mean Sea Level Height (Feet) 11 AGL Above Ground Level Height (Feet) 12 Strobe Indicator (L)ighting, type of "S": High Intensity White Strobe Lighting "M": Medium Intensity White Strobe Lighting "R": Red Lighting "H": Dual, Red with HIGH Intensit White Strobe "D": Dual, Red with MEDIUM Intensity White Strobe "F": Flood Lights "N": No Lights • "L": Other, Lighting not listed above 13, 14 Accuracy H V A A Horizontal, Vertical Accuracy , HORIZONTAL VERTICAL Code Tolerance Code Tolerance 1 +-15' A +-3' 2 +-50' B +-10' 3 3 +-100' C +-20' 4 +-250' D +-50' 5 +-500' H +-125' 6 +-1000' F +-250' 7 +-1/2 NM G +-500' 8 +-1M H +-1000' 9 Unknown I Unknown 15 Mark Indicator Painted/Marked Yes or No "Y" or "N" 16 FAA Study Number or NOS Source Code NOS Source Code (when FAA study number is not available) 99CF0000 7610 Form 99AM0000 FCC AM List 99FM0000 FCC FM List 99FC0000 Flight Check 99SP0000 •Stereoplot 99IP0000 IAP Procedures 99VR0000 Visual Reported 99LR0000 Letter Reported 99TR0000 Telephone Reported 99MS0000 MSAW Reported 990C#### OC Charts 99HC0000 Horizontal Ctrl Data 99LM0000 Landmark for Charts 17 Action: A, C, D, Add, Change, Dismantle, Julian Date Date of Action * * A revision has been made to the Julian date field by NOS in order to comp issues. The numeric, 5-digit field (YYDDD) has changed to an alphanumeric field. The new format has a distinctive letter to indicate Y2K compliance character of the Julian date (jdate) field will be a letter. The remainin will be numeric. The sequence will gegin with A0001 = January 1, 2000. It with: A1001 = January 1, 2001 A2001 = January 1, 2002 A3001 = January 1, 2003 A9001 = January 1, 2009 B0001 = January 1, 2010 r 1 *******************,*********************************** * AM RADIO STATIONS: PROOF-OF-PERFORMANCE ******************************************************* File: HYN0030A LATITUDE: 41°-41'-08.34" (NAD83) LONGITUDE: 070°-17'-11.14" (NAD83) SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. CALL FREQ POWER ANT P DIST BEARING NAD83 NAD83 SIGN KHz Watts MOD T Meters Degrees LATITUDE LONGITUDE CITY ST WBUR 1240 1,000 N T 7064 142.25 41°-38'-07" 070°-14'-04" WEST YARMOUTH MA This station has a current license. The authorized directional antenna pattern is theoretical. This station is operating a non-directional type antenna system. Your structure is not within 3.2 KM of this station. Airspace® Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:35 2 DEFINITIONS: CALL SIGN: The Call Sign of the station or application. For applications and construction permits which do not have Call Signs a value of 'NEW' is used. FREQUENCY: in Kilohertz POWER: The nominal power of the station, as defined in Section CFR 73.14. This is not necessarily the effective radiated power, the transmitter power, the antenna input power, etc. ANT MOD: Antenna Mode, The mode of the complete antenna system. Indicates directional or non-directional. (D = Directional and N = Non-Directional) If a station is directional at one time during a day and non-directional at another time it is considered to be directional for the purpose of Proof-Of-Performance. If the same station has multiple locations these are listed as separate AM stations with the same Call Sign. PT: The type of antenna pattern which has been notified to (or by) foreign countries. DIST Meters: This is the calculated distance (in meters) between your proposed site and the latitude/longitude coordinates specified by the FCC data. Bearing Degrees: This is the true bearing from your proposed site to the station. LATITUDE: This is the latitude of the AM Station in NAD 1983 coordinates. LONGITUDE: This is the longitude of the AM Station in NAD 1983 coordinates. ST: This is the state where the AM Station is located. The material in this report on AM radio stations was obtained from the FCC who provided the data on an 'as-is' basis. Therefore, Federal Airways & Airspace® disclaims all warranties with regard to the contents of these files, including their fitness for your use. In no event shall Federal Airways & Airspace® be liable for any special, indirect, or consequential damages whatsoever resulting from loss or use, data or profits, whether in connection with the use or performance of the contents of these files, action of contract, negligence, or other action arising out of, or in connection with the use of the contents of these files. Data conversion of the FCC data from NAD27 to NAD83 was accomplished using the USGS NADCON210 software program. 1 ******************************************* * FCC REGISTERED ANTENNA STRUCTURES * ******************************************* ASR Search Range = 40000 FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. STRUCTURE REGISTER FILE NUM FAA STUDY NUMBER LATITUDE LONGITUDE GROUND AGL AMSL DIST DIR POLE 1226932 A0634819 2008-ANE-389-OE 41-41-10.39 070-17-50.20 43.6 26 70.7 2972 274 POLE 1211603 A0197708 00-ANE-0026-0E 41-40-20.41 070-17-49.10 15.2 20 41.7 5642 211 TOWER 1061823 A0072326 98-ANE-0008-OE 41-41-56.99 070-18-10.99 22.0 61 83.0 6699 317 BTWR 1212527 A0123593 99-ANE-0569-OE 41-39-55.40 070-17-28.09 13.7 19 39.6 7494 190 MAST 1202411 A0154361 79-ANE-174-OE 41-40-29.99 070-18-42.99 22.9 24 53.6 7978 241 POLE 1250084 A0519018 2005-ANE-599-OE 41-39-28.80 070-16-40.68 12.2 7 23.2 10337 167 TOWER 1060716 A0071165 96-ANE-0669-OE 41-40-46.99 070-14-55.98 12.0. 18 36.4 10480 102 TOWER 1004126 A0284824 98-ANE-255-OE 41-39-06.00 070-16-55.98 10.0 33 43.5 12436 175 POLE 1208670 A0634812 00-ANE-0725-OE 41-39-32.20. 070-19-32.79 16.5 36 55.8 14500 228 TANK 1219482 A0643545 00-ANE-0549-OE 41-40-11.00 070-13-54.98 8.5 48 57.3 15977 111 TOWER 1010209 A0370933 N/A 41-41-18.99 070-20-47.00 39.0 119 170.4 16414 274 TOWER 1010137 A0078103 96-ANE-0432-OE 41-41-19.99 070-20-47.00 38.7 119 170.1 16421 274 TOWER 1231034 A0604245 2008-ANE-567-OE 41-41-20.09 070-20-47.08 38.1 118 166.4 16428 274 TOWER 1010138 A0201326 41-41-18.99 070-20-49.00 39.0 119 170.4 16566 274 TOWER 1065307 A0075964 95-ANE-040-OE 41-41-01.99 070-20-54.99 46.0 73 124.0 16998 268 TOWER 1006320 A0641479 83-ANE-220-OE 41-40-56.99 070-21-14.99 51.8 49 106.7 18539 266 TOWER 1237632 A0364289 92-ANE-040-OE 41-41-17.40 070-12-56.10 33.0 27 60.0 19373 87 TOWER 1230486 A0219915 00-ANE-0613-OE 41-41-17.29 070-12-55.99 33.5 53 88.3 19381 87 TOWER 1014687 A0508304 2006-ANE-570-OE 41-41-01.40 070-21-34.10 48.8 48 99.4 19966 268 TOWER 1007019 A0211911 84-ANE-0244-OE 41-41-28.00 070-12-33.00 39.6 24 73.1 21197 85 TOWER 1007748 A0579457 96-ANE-185-OE 41-38-07.99 070-14-03.99 2.0 90 93.0 23130 142 TOWER 1004090 A0537067 2005-ANE-589-OE 41-41-26.00 070-11-19.01 9.1 90 106.9 26778 86 TOWER 1256912 A0543157 2005-ANE-812-OE 41-38-21.59 070-23-26.00 9.1 45 54.8 33083 239 Airspace® Version 2009.9 AIRSPACE® and TERPS® are registered ® trademarks of Federal Airways & Airspace® Copyright C. 1989 - 2009 11-12-2009 15:22:44 1 ************************************************** * AIRWAY ANALYSIS * FAR 77.23(a) (4) (EN ROUTE CRITERIA) * MINIMUM OBSTACLE CLEARANCE ALTITUDE (MOCA) * * MINIMUM ENROUTE ALTITUDE (MEA) ************************************************** FILE: HYN0030A LATITUDE: 41-41-08.34 LONGITUDE: 070-17-11.14 SITE ELEVATION AMSL 87 ft. STRUCTURE HEIGHT 90 ft. OVERALL HEIGHT AMSL 177 ft. FAR 77.23(a) (4) - EN ROUTE CRITERIA MINIMUM OBSTACLE CLEARANCE ALTITUDE (MOCA) LOW ALTITUDE AIRWAY AIRWAY SEQUENCE LATITUDE LONGITUDE MEA LENGTH (NM) V141 30 41-32-39.3N 070-11-36.6W 1700 10.75 V141 40 41-42-21.1N 070-17-49.3W 1700 Minimum Obstacle Clearance Altitude (MOCA) is: 1700 AMSL. Proposed structure is between the above points along Airway V141. The Abeam distance from the course centerline is 0.09 NM. The proposed structure is within the width of the primary area of this airway. The width of the primary area of this airway is 8 NM. The minimum en route altitude (MEA) for this airway segment Is 1700 feet AMSL. Any Height above 700 feet AMSL will not be approved. Your proposed structure must remain below this value. LOW ALTITUDE AIRWAY AIRWAY SEQUENCE LATITUDE LONGITUDE MEA LENGTH (NM) V167 200 41-34-14.87N 070-24-31.61W 3000 9.53 V167 210 41-42-21.1N 070-17-49.3W 3000 Minimum Obstacle Clearance Altitude (MOCA) is: 1600 AMSL. Proposed structure is between the above points along Airway V167. The Abeam distance from the course centerline is 1.04 NM. The proposed structure is within the width of the primary area of this airway. The width of the primary area of this airway is 8 NM. The minimum en route altitude (MEA) for this airway segment Is 3000 feet AMSL. Any Height above 600 feet AMSL will not be approved. Your proposed structure must remain below this value. Airspace® Version 2009.9 AIRSPACE® and TERPS® are registered E. trademarks of Federal Airways & Airspace® Copyright © 1989 - 2009 11-12-2009 15:22:28 The mathematical algorithms used by this program are derived directly from Federal Aviation Regulations Part 77, sub-part C. APPENDIX C FCC TOWAIR TOWAIR Search Results TOWAIR Determination Results *** NOTICE *** TOWAIR's findings are not definitive or binding, and we cannot guarantee that the data in TOWAIR are fully current and accurate. In some instances, TOWAIR may yield results that differ from application of the criteria set out in 47 C.F.R. Section 17.7 and 14 C.F.R. Section 77.13. A positive finding by TOWAIR recommending notification should be given considerable weicht. On the other hand, a finding by TOWAIR recommending either for or against notification is not conclusive. It is the responsibility of each ASR participant to exercise due diligence to determine if it must coordinate its structure with the FAA. TOWAIR is only one tool designed to assist ASR participants in exercising this due diligence, and further investigation may be necessary to determine if FAA coordination is appropriate. DETERMINATION Results Structure does not require registration. The structure meets the 6.10-meter (20-foot) Rule criteria. Your Specifications NAD83 Coordinates fl Latitude 41-41-08.3 north Longitude 070-17-11.1 west Measurements (Meters) Overall Structure Height (AGL) 27.4 Support Structure Height (AGL) 24.7 Site Elevation (AMSL) � 26.5 ` Structure Type UPOLE - Utility Pole/Tower used to provide service (Electric, Telephone, etc) Tower Construction Notifications Notify Tribes and Historic Preservation Officers of your plans to build a tower. (CLOSE I D http://wireless2.fcc.gov/UlsApp/AsrSearch/towairResult.jsp?printable 11/12/2009 10:28:06 AM APPENDIX D FAA Determination Federal Aviation Administration Aeronautical Study No. Air Traffic Airspace Branch, ASW-520 2009-ANE-980-OE 2601 Meacham Blvd. Prior Study No. '="' Fort Worth, TX 76137-0520 2005-ANE-362-OE Issued Date:11/12/2009 Dick Duddy • JLee Associates 132 Central St Suite 203C Foxboro, MA 02035 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Antenna-Top Mount on Existing 81'AGL Pole HYN0030A Location: Hyannis, MA Latitude: 41-41-08.34N NAD 83 Longitude: 70-17-11.14W Heights: 90 feet above ground level (AGL) 177 feet above mean sea level(AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are)met: See attachment for additional condition(s) or information. Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking and/or lighting are accomplished on a voluntary basis, we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination expires on 05/12/2011 unless: (a) extended, revised or terminated by the issuing office. (b) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE POSTMARKED OR DELIVERED TO THIS OFFICE AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. This determination is based, in part, on the foregoing description which includes specific coordinates , heights, frequency(ies) and power. Any changes in coordinates , heights, and frequencies or use of greater power will Page 1 of 4 void this determination. Any future construction or alteration , including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Communications Commission(FCC) because the structure is subject to their licensing authority. If we can be of further assistance,please contact our office at(781) 238-7522. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2009-ANE-980-OE. Signature Control No: 653624-120122573 (DNE) Suzanne Dempsey Technician Attachment(s) Additional Information Frequency Data cc: FCC Page2of4 Additional information for ASN 2009-ANE-980-OE Harmful interference to the Hyannis ATCT, Hyannis MA may exist if the proponent's equipment meets only the minimum FCC requirements. As a condition of this determination we require a minimum spurious emission tolerance at the dB levels specified below from the proponent's equipment within the 118-137 MHz frequency band: 901-902 MHz @ 7 W (118-137 MHz -62 dB) 932-932.5 MHz @ 17.0 dBW(118-137 MHz-71 dB) 806-901 MHz @ 500 W (118-137 MHz -81 dB) 935-940 MHz @ 1000 W(118-137 MHz -84 dB) 1850-1990 MHz @ 1640 W(118-137 MHz-86 dB) 2305-2360 MHz @ 2000 W (118-137 MHz-87 dB) 930-941 MHz @ 3500 W(118-137 MHz-89 dB) This Determination of No Hazard is granted provided the following condition is adhered to: Upon receipt of notification from the Federal Communication Commission that harmful interference is being caused by the licensee's transmitter, the licensee shall either immediately reduce the power to the point of no interference, cease operation, or take such immediate corrective action as is necessary to eliminate the harmful interference. This condition expires after one year of interference-free operation. Please refer to Aeronautical Study Number 2009-ANE-980-OE on any future documentation. Page 3 of 4 s t. • Frequency Data for ASN 2009-ANE-980-OE LOW . • HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 806 -824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz • 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 • 940 MHz 1000 W 940 941 MHz 3500 W 1850 1910 MHz• 1640 W '1930 1990 MHz . . 1640 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W , • • Page 4 of 4