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0749 OAK STREET (CENT./W.BARN)
L 4 a UPC 12543 Ito• �Posrco � HASTINGS,OQN �.as:_.� _.�:, .-. ,.... _.__ •'_. :. -;:,:u.��:� _. -_ v,_._�...n.,.ar..,u-.�� _ � _ ___ —icti.Qlt�ede"r,SL'i�NI"" � _� _ _ - _ `_ :y ° 0 �� i \O, V' V •i Town of Barnstable Regulatory Services '"M AS& BARNSTABLE � �Rnss. � Richard V:Scali, Director 1639. ♦0 o Sr..•cunrn t•bovrr•n*Mnrs �F�Mprp Building Division 1639 MU ITSu:WC 9:1E•�Sryagr, 1639-101a Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs June 18, 2014 Ms. Judith F. Furie, MS. MBA, PMP SME Tactical Communications Operations Directorate Office of the Chief Information Officer U.S. Immigration and Customs Enforcement Department of Homeland Security 10450 Furnace Road Lorton, VA 20598 RE: Site Plan Review#022-14 ICE Antenna and Equipment at R1-0198 Barnstable 749 Oak Street, West Barnstable, MA 02632 Map 215 Parcel 015-002 Administrative Approval . Proposal: Collocation of one antenna at the 170 ft mounting level on an existing telecommunications'tower.No ground disturbance is required. Dear Ms. Furie: Please be advised that the above proposal has been found to be administratively approvable subject to the following: • Approval is based upon the site plan review submittal package dated June 11, 2014 which includes the following sections relevant to site plan review: Exhibit C, Site Plan&Tower Plan; Exhibit D,.Antenna Specification; Exhibit F, Structural Analysis. • A special permit from the Zoning Board of Appeals pursuant to Section 240-108 Antennas permitted by special permit in all zoning districts is required. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G) A copy of the approved site plan will be retained on file. Sincerely, Ellen A Swiniarski Site Plan/Regulatory Review Coordinator cc: Tom Perry, Building Commissioner Zoning Board of Appeals ,r Your Local Air Barrier-Contractor "Ask for A.J." rT 0 Aulson Roofing Inc. 1-800-998-0212 _ r Final Construction Control Document VAV To be submitted at completion of construction by a \ Registered Design Professional for work per the ninth edition of the eye. Massachusetts State Building Code, 780 CMR, Section 107 Project Title:AT&T LTE UPGRADE/10000059_CROWN 870801 Date:01/16/20 Permit No. Property Address: 749 Oak Street,West Barnstable,MA 02632 Project: Check (x) one or both as applicable: New construction (X)Existing Construction Project description: Remove (3) antennas, Install(6) antennas, Install(2) DC6 Squid,Install (12) RRUs, Remove (6) RRUs I,John Stevens,MA Registration Number: 49647 Expiration date: 6/30/2020,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical Fire Protection Electrical (X)Other:TELECOMMUNICATIONS for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a "wet" or OF gss9e electronic signature and seal: OH o S E S c� CIVIL No.49647 2 �FG/STER�AD Phone number: 518 6900790 Email: JSTEVENS@INFINIGY.COM FSS/ANAL Building Official Use Only 01/16/2020 Building Official Name: Permit No.: Date: Version 01 01 2018 N. - � O t`I O � O: ra . ,.� Town of Barnstable Q Building e s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BARNWASM M"E& p Posted°Until Final Inspection Has Been Made. F Permit i6s¢��6' Permit ill 1. 39. Where a Certificate of Occupancy is Required,such Building shall Not be.Occ.upied unti.I a Final Inspection has been made.` Permit No. B-18-2683 Applicant Name: Jennifer Iliades Approvals Date Issued: 02/06/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 08/06/2019 Foundation: Location: 749 OAK STREET(CENT./W.BARN),WEST Map/Lot: 215-015-002 _ Zoning District: RF Sheathing: Owner on Record: AIRCOMM OF AVON LLC Contractor Name. ,MARK J LUDWIG Framing: 1 Address: PMB 353 ) Contractor License: CS=103065 2 MCMURRAY, PA 15317 — Est. Project Cost: $25,000.00 Chimney: Description: AT&T proposes the removal and replacement of(3)existing Permit Fee: $327.50 I Insulation: antennas,the addition of(3)antennas,the removal and 1 I Fee Paid:,1 $327.50 replacement of(6) remote radio units(RRU),the addition of(6) r J Date: �� 2/6/2019 FinaL ek �a �cm R>u � RRUS,the addition of(2)surge arrestors and associated feedlines,� _ � and ancillary equipment on its existing telecornmunications facility Plumbing/Gas on the existing guyed tower at locus. `~ Rough Plumbing: Project Review Req: _ Y��Building Official + Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. 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 Final Gas: work until the completion of the same. _. ._ ----�----- - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work: �,j Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building Department Services °Ft"ET°hti Brian Florence, CBO BARNSTABI,E Bh-vNSU.6!F•CIIfIFFVILLE•COMi•NYL'IAIS M:.0.5i0\5 NILLS•OSf9R'lllF•YfSi 6tu15fABlF Building Commissioner 1639-201u 5775 9'"MASB 200 Main Street, Hyannis, MA 02601 Aim www.town.barnstable.ma.us Office: 508=862-4038 Fax: 508-790-6230 January 11, 2019 Centerline Communications Attention: Ms. Jennifer Iliades, Site Acquisition Consultant 750 West Center Street, Suite 301 West Bridgewater, MA 02379 RE: Site Plan Review#002-19 A T&T—Administrative Review Co-Location of Telecommunication Equipment 749 Oak Street,West Bamstable - Map 215, Parcel 015-002 Proposal: AT&T proposes the removal and replacement of(3) existing antennas, the addition of (3) antennas,the removal and replacement of(6)remote radio units (RRUs),the addition of(3)RRUs,the addition of(2) surge arrestors and associated feedlines and ancillary equipment on its existing telecommunications facility on the existing guyed tower at locus. Dear Ms. Iliades: The above proposal to co-locate equipment on a legally-created tower has received an administrative approval subject to the following: • Approval is based upon plans submitted, entitled: "FA# 10000059 Barnstable 870801", 9 Sheets, dated 12/11/17, last revised 2/8/18,prepared by John S. Stevens, P.E. for Crown Castle and AT&T. Applicant must obtain all other applicable permits, licenses and approvals required. Sincerely, el 12v Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director,Planning &Development SHEET INDEX PROJECT SUMMARY 00 NO. DESCRIPTION SITE BALE: BARNSTABLE 71 TInE SHEET �. �0. FA 9TE Na: 10DWO59 V 5 Cl GENERAL NOTES F C2 GENERAL NOTES ��� TBD 7 6gea C3 OVERALL SITE FLAN L H$$@ 8 a1r Alix 749 OAK STREET C4 EQUIPMENT SIZE PUNSt&t WEST BANNSTABLE YA 02832 05 ELEVATION NEW T BARNSTABLE Z CB ANTENNA ORIENTATION \ / iz C7 EQUIPMENT DETAILS LA➢IIDF. 41'41'20.09'N (HAD 83) CS SCHEMATIC,DIAGRAMS AND NOTES /, LONGITUDE: 70'20'47.06•W (NAD 113) w e� C9 PLUMBING DIAGRAM 1r•!.+QA SITE NAME �- JURSDIC11131111h. TOWN OF BARNSTABLE . ��5 P/r,� .•` BARNSTABLE PROPERTY clymm CROWN NRPCASTLE E JO S: °s SLATE lot 7 ST N a CLIFTON PARK,NY 12085 FA SITE NUMBER GROWN CAST IL PROPERTY MANACUERP10000059 3 COR 101 PORATE DRIVESUITE '' F RFC/STCR��J���.:• .c FTON QU PARK,NY 12085 DRIVING DIRECTIONS CROWN CASTLE BU#: 55DTo�muTE ROAD MA.1701 1. DFPNTr m-3D xT.sr/cDrAEnure RON TarARD me aRELT. 870801ANAGER: FRAMING AM,MA 01701 In 7. TURN BACK ON W-30 FAST/OOCHfWTE ROAD. S TNO:R mw m F-60 F/ST 101uA0 BOSNR CEN7fRl.NE ♦ AT EAT 14.TM RAMP RIOM FOR 1-66 SOUDI/RT-1211 SOUTH IONMD CAPE 95 RYAN DRIVE SUITE 1 SxwE PACE ID: RAYNHAM.MA 02767 _ 0. lO2P HIRAICIIT ONfO 1-03 NORnI/IR-1 NOH01. 0. AT FYJr 7,TAKE RN0'RK4R FOR RT�I SOE1N IDRAI01 CAf2 GOD. WAnYab 7. KEEP muwrt ONTO US-N F/Sf/ma mural T B D PETER LAMONTACNE & KkFP SINAICNr aNTo RT-3 SOUM. 9. KEEP se1NTArt aNTo us-e um. (508)341-78.54 IA AT ODT'D.TRIO:RAID TOxMD U-149 MaD YA16I0119 NLLS/rEi BNNSFAOIE W 11.AT ROUNBOUT.TAXIL 311D M ONTO SI ROAD.MCE a•`••� "^ �• 12.TWIN 1 ONTO cm SHEET. NRNIGY 1&ARRfff OAK Ste. SITE ADDRESS 1033 WAIFRWET SHAKER ROAD Pwd Ar 749 OAK STREET ALBANY,NY 12205 44-00D CONTACT, APEX WELLER WEST BARNSTABLE,MA 02632 UNDERGROUND (518)690-0790 FA#10D00059 SERVICE ALERT STRUCTURE TYPE CALL TOLL FREEBUILDING CODE, MA BUILDING CWE BARNSTABLE ® tN� UNIFORM OFFICIAL CAE A'Me�'7� UNIFORM BUILDING d CODE ADMINISTRATORS GUYED Twn e1TTa rau UNIFORM MECHANICAL WOE 870801 UNIFORM PLUMBING CODE LOCAL BUILDING CODE 74DOMSMEET Ott/COUNTY ORDINANCES WE.STBARNSTABLE,MA07G0 PROJECT TEAM P„psi4— E1F&1B�Lf9➢E: NATIONAL ELECTRICAL WOE MTEST EDITION) LOCATION MAP ENGINEER'S LICENSE W@ � •d a y:,_.r yA,1F NV�"'YL4 •ti 3(Y vr}�I*'` �\ Q CERTIFICATION STATEMENT: IIJ G�08 "�a `r� 4 • CENTERLINE CASTLE I N F I N I GY 1 HEREBY CERTIFY THAT THESE DOW1EHi5 WERE PREPARED OR APPROVED BY ME.AND THAT I AM A DULY LICENSED RROFESSONAL ENWIEER UNDER THE { {l S4 JT ,A. r,4 K p co rruxlcwnoreCCCROWN 10.V tYAlervlel strks RO LAWS OF THE STATE OF MASSACHUSETTS. 00G• �i F T �„T ! d 1,�0 95 Ryan DMo SUBe 1 1 RardN MA 02797 AEmy.NY 17NS LICENSED ENGINEER-STALE ff NASSACHUSETiS I �t ORke:7B1.713.4726.F-413-541-B15B 3C Clifton le Perk,12lI0101 om4(elelmDmeo �4 0 lgxw• ^1 •{ j Ay Y 4 -�°�+�., CBftOn Perk,NV 12065 Fa•01°I°°D0ro 1.cvr.Ail,rr S L f pq p2 PROJECT MANAGER MLA PARTNER ENGINEER II gotl r. S yJ C y �' 6 1 Dr.eoewx VR ,,,,'pp,, Ae1roTED /1 41 w.•AOM m ti- �-'I y .•ice••= HANDICAP ACCESS REQUIREMENTS ARE NOT REWIRED. m�L - W .TT ,•r•t•- • REMOVE(3)PANEL ANTENNAS Dr•: ,x4/, ��:{fi 1yy( �, k,;y "l •Yo•„(w k•� FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. REMOVE(S)RRUS-11 APPROVALSe y. /TIT1.gem.eAn INSTALL(S)PANEL ANTENNAS T1a �,,. D,..Ajr, FACILITY HAS NO PLUMBING OR REFRIGERANTS O1°`er 1 L 4 4A�f 1} t`. INSTALL(3)RRUS-32 DALE .:rA4 Tw {•t`�w THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC INSTALL(3)RRUS-32 B2 CONSTRUCTION NCR. • REWUTORY REQUIREMFN7S ATE TITLE SHE INSTALL(3)RRUS-32 BEES AT&T PROJECT MGR. ' r'^'A!'.j T "'1 .L rTj L • ALL NEW MATERIAL EA SHALL BE FURNISHED A INSTALLED BY INSTALL(3)814 447E CONTRACTOR UNLESS NOTED OTHERWISE.EQUIPMENT, INSTALL(2)OCB SQUID.MTIi(I)FIBER&(4)DC CABLES ANTENNAS/RRU AND CABLES FURNISHED BY OWNER AND SITE AGO. DATE 1enr. ( ♦P+�MIn['x'Yy' '4 '�p ~c4!fA INSTALLED BY CONTRACTOR. (/q/Cj�,`��/.La)'C v1'Y�, Y{A 4Ty j•�U'1`. , ryt({CSyt'�k:M NAME/WMPANY: ATE L�,.. •X r,;�S�. :.c'KT"� ._ ,tl4O��. SITE OWNER nnE i GENERAL CONSTRUCTION NOTES; •• -. ._. `tea 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE 1 ALL WOK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION 20. CONNECTORS FOR POWER CONDUCTORS;CONTRACTOR SHALL USE PRESSURE FIRE IXRNCUI91ER5 TUTU A RATING OF NOT 1E55 THAN 2-A OT OF TIME NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER TYPE INSULATED TWIST-ON CONNECTORS FOR NO 10 AWG AND SMALLER. 2-A.10-8:C AND SHALL BE M➢GN 25 FEET OF TRAVEL DISTANCE TO ALL &TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT USE SOLDERES MECHANICAL TERMINAL LUGS FOR NQ 8 MW MD LMGOL PORTIONS OF WHERE THE WORK IS BONG COMPLETED DURING NOT BE LIMITED TO. 30. SERVICES:240 12OV.SINGLE PHASE.3 WTRE CONNECTION AVAIL IffiE FROM v CONSTRUCTION. C-NATIONAL FIRE CODES UTILITY COMPANY.OWNER OR OWNERS AGENT WILL APPLY FOR POWER. TOWER OWNER NOTIFICATION: CASTE N TI 1D PROCEED IS RE RED 22. ALL TING ACTIVE SEWER,WATER,GAS ELECTRIC,AND OTHER UTILITIES A UL-UNDERWRITERS LABORATORIES 31. TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH pc§ PRIOR TO STAR7L40 YDKK.ONCE THE CWNIIRACIOR FIRS RECEIVED AND SHALL BE PROTECTED AT ALL DlffS.AND WHERE REQUIRED FOR THE B. NEC-NATIONAL ELECTRICAL CODE PULL STRINGS AS INDICATED ON DRAWNGS. ACCEPTED THE NOTICE TO PROCEED,COMRACIOR WILL CONTACT THE CROWN PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY C. HERA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 32 ELECTRICAL AND TELCD RACEWAYS TO BE BUM A MINIMUM O 7 DEPTH. L_ 9 CASTLE CONSTRUCTION MANAGER NOTED ON THE THE MCOTECT/ENONEER.EXTREME CAUTION SHOULD BE USED BY ME 0. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT U CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH 2 - NTP A MINIMUM OF 48 HOURS PRIOR TD WORK START.UPON ARRIVAL SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR E. SBC-STANDARD BUILDING CODE OF BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO TO THE JOB SHE,CO T RACTOR CREW IS REQUIRED CALL UTIUTIES SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 4. 00 NOT SCALE ELECTRICAL DRAWINGS;REFER TO STE PLANS AND SERVICE CONDUITS CAUTION TAPE TO READ'CAUTION BURIED ELECTRIC'OR 1-800-788-7011 TO NOTIFY THE CROWN CASTLE NOC WORK HAS BEOIRL WORKING CREW.THIS SHALL 04CLUDE BUT NOT BE UNITED TO A)FALL ELEVATIONS FOR EXACT LOCATIONS OF ALL EOUIPMENT,AND CONFIRM MEN •BURIED TELECO4Y• 7 PROTECTION,B)CONFINED SPACE.C)ELECTRICAL SAFETY,D)TRENCHING& S. 00NSTRUCAON MANAGER'MY SZES AND LOCATIONS WHEN NEEDED. 31. ALL BOLTS SHALL BE STAINLESS STEEL EXCAVATION. EXISTING 9 ES`RVIC CONTRACTOR STALL NOT INTERRUPT EXISTING SERVICES23. ALL EXISTING INACTIVE SEWER,WATER,GAS ELECTRIC,AND OTHER UTILITIES WITHOUT WRITTEN PEE06SSON OF THE OWNER. GRDDIDDIC NOTES WHICH INTERFERE WITH THE EXECUTION OFTHE WORK.SHALL BE REMOVED, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS FEES,INSPECTIONS,AND CAPPED,PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT TESTING.CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS 1. COMPRESSION CONNECTIONS(2).2 AWG BARE TONED SOUD COPPER 0►'1 1. FOR THE PURPOSE OF CONSTRUCTION DRAWNGS THE FOLLOWING INTERFERE VAIN THE EXECUTION OF THE WOW,AS OIRECIED BY THE PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. CONDUCTORS TO GROUNDING EAR.ROUTE CONOUCTORS TO BURIED ` ad DEFMTIONS SHALL APPLY: RE9PW98LE AROHITECT/FNWNEDR AND SUBJECT TO THE APPROVAL O 7. THE TERM'PROVIDE'USED IN CONSTRUCTION DOCUMENTS AND IRWNONG PoNC AND PROPWOE PARMlF1 E%OTIHFRNIC WED. ' GENERAL CONTRACTOR THE OWNER AND/OR LOCAL UTIUTIES SPECIFCATONS,INDICATES THAT THE CONTRACTOR SHALL FURNISH AND 2 EC SHALL USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH SUBCONTRACTOR-CONTRACTOR(CONSTRUCTION) 24. THE AREAS O THE OWNER'S PROPERTY DISTURBED BY THE WOK AND NOT INSTALL SECTION AND LABEL EACH BECKON(7;"A"'N;'I')T11H I. IETIFRS •A�•ti, OWNER-AT&T COVERED 8Y ME TOWER,EQUIPMENT OR DRIVEWAY,SHALL RE GRADED TO A fl CCNTRACTOP SHALL CWFlRN WTH LOCAL UIUtt COMPANY MY/ALL 1 ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCH WASHERS COAT 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED W TIff DRAWINGS AND UNIFORM SLOPE,AND STABUZED TO PREVENT E709W. REQUIREMENTS SUCH AS THE:LUG SIZE BESIRICIIONS CONDUIT ENTRY. ALL SURFACES WITH M ANTI-OXIDANT COMPOUND BEFORE YATVG ALL •�� �C,3•'�• AT&T PROJECT SPECIFICATIONS 2& SUBCONTRACTOR 91AIL MRODZE OSNRBMCE TO THE EXISTING SITE SZE OF TRANSFORMERS SCHEDULED DOWNTIME FOR THE OWNFIS' HARDWARE SHALL BE TTP1MF55 STEEL J/8 INCH DIAMETER OR LARGER. I JQ $, . 1. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL MST THE SITE MO WRUNG CONSTRUCTION.EROSON CONTROL MEASURES,IF REQUIRED DURING CONFIRMATION,ETC..ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM MT WASHER SHALL FAMNARIZE HIMSELF WIN ALL CONDITIONS AFFECTING THE PROPOSED CONSTRUCTION,SHALL BE IN CONFORMANCE µ11H THE FEDERAL AND LOCAL ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEONMNG MY BETWEEN LUG MD$IEEE COAT ALL SURFACES TUTU M MR-CXIDMT $T EN _ WORN ANO SHALL MAKE PROVISIONS GENERAL CONTRACTOR AND JURISDICTICN FOR EROSOY AND SEDIMENT CONTROL LURK COMPOUND BEFORE HATING SUBCONTRACTOR 91AI1 BE RESPONSIBLE FOR FANIIAPoINC THEMSELVES 26. NO FALL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN IL MINIMUM WIRE SIZE SHALL BE/12 ANC,NOT INCLUDING CONTROL WIRING S NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE O THE GROUNDING WITH ALL CONTRACT DOCUMENTS FIELD CONOTROUS MHNSONS AND GROUNDING.FROZEN MATEWMS.SNOW OR ICE SHALL NOT BE PLACED IN UNLESS NOTED OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH TH%W _BM AND B0.TED ON 7NE BAGR SIDE CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO ANY FILL OR EMBANKMENT. INSULATION. B. NUMBER O(ROUNDING BARS MAY VARY DEPENDING ON THE TYPE O PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT 27. THE SUBGRADE 94ALL BE BROUGHT ED A SMOOTH UNIFORM GRADE AND 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY TOWER,MTENNA LOCATION,AND CONNECTION ORIENTATION.PROVIDE ASTO THE ATTENTION O THE ARCHITECT/ENCOffER PRIOR TO THE COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT WTH THREADED NUBS IN WET/DAMP LOCATIONS P1D SPECIAL FNCLOSRES REWIRED. COMMENCEMENT O WORK AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN FOR OTHER CLASSIFIED AREAS 7. WHEN THE SCOPE O WORK REQUIRES THE ADDITION O A GROUNDING BAR 4. ALL MATERIALS FURNISHED AD INSTALLED SHALL BE IN STRICT SPACE ALL TRENCHES 64 PUBLIC RIGHT O WAY SOUL RE BACORLED WITH 11. R IS NOT THE INTENT OF VIES PLANS TO SHOW EVERY MINOR DETAIL O TO AN EXISTING TONAL THE SUBCONTRACTOR SHALL OBTAIN APPROVAL ACCORDANCE WITH ALL APPLICABLE COOS RECULATIONS AND ORDINANCES PLOWABLE FELL OR OTHER MATERIAL PRE-APPROVED BY ME LOCAL Tiff CONSTRUCTION.CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL FROM THE TOWER OTHER PRIOR TO MOUNTING THE GROUNDING BAR TO THE GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND JURISDICTION. ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL LOWER. COIPLY WITH ALL LAWS,ORDINANCES,RILES,REGULATIONS,AND LAWFUL 28. ALL NECESSARY RUBBISH,STUMPS DEBRIS.STICKS.STORES AND OTHER REQUREMENTS FOR THE EQUIPMENT TO BE PLACD W PROPER WORKING & ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH ORDERS GE ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE O REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED O IN A LAWFUL ORDER. THE NATIONAL ELECTRICAL CODE(NEC),NATIONAL FOE PROTECTION WYXeL YAWNER. - 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY CROWDED. ASSOCIATION(UEFA)780 VILEST EDDDN),AND MANUFACTURER. AND WORN CAR BROCHURES OPERATING AND MAINTENANCE MANUALS,CATALOGS 940P D OUT 94ALL COMPLY WIN ALL APPLICABLE MUNICIPAL 29. ALL BRO AS REQUIRED BY SPECIFICATIONS,SET FORTY BY AT&T. AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. DRAWINGS AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE Il ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR FOUNDATION.EXCAVATION.&RACKIFILL NQIM ORDINANCES ,AND APPLICABLE REGULATIONS. GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO 4 IN A FIRST CLASS.WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL _ F 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING PAYMENT. BE FULLY OPERATIVE AN SUBJECT TO REGULATORY INSPECTION& 1. ALL FINAL GLIDED SLOPES SHALL BE A MAXIMUM OF HORIZONTAL TO 1 YATERIAM EQUIPMENT,APPURTENANCES,AND A LABOR NECESSARY TO 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDUNES TO APPROVAL BY CONSTRUCTION MANAGER. VERTICAL eN.°uirr COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWNG& THE GENERAL CONTRACTOR UPON COMPLETION O PROJECT AND PRIOR EO 14. ALL WOO SHALL BE COORDINATED NTH OTHER TRADES TO AVOID 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT O CONCRETE SHALL RE O 7.. PLANS ARE NOT TO BE SCALED.EHLSE PLANS ARE INTENDED TO BE A FINAL PAYMENT. INTERFERENCE WITU THE PROGRESS O CONSTRUCTION. -OeW' DIAGRAMMATIC OUTUNE ONLY UNLESS OTHERWISE NOTED.DIMENSIONS SHOWN 31. SUBCONTRACTOR SMALL LEAVE PREMISES IN A CLEAN CONDITION. 15. CONTRACTOR SHALL GUARANTEE ANY ALL MATERIALS AND WORK FREE FROM L OSTURBED SOILS,SIBSTANTALLY HOIZONTAL,AND FREE FROM MY • '-LIT mW ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN 32 THE PROPOSED FApUTY WILL BE UNMANNED AND DOES NOT REQUIRE / LOOSE.CE OFTABLE MATERIAL OR FROZEN SOLS,AND WITHOUT THE EQUIPMENT IS THE MOANUM REWRED QEARAN2 TUEREFOPE,IT IS - DEFECTS FOR A PERIOD O NOT LESS THAN ONE YEAR FROM DATE O PRESENCE GE POUNDING WATER.DEWATERPoG FOR EXCESS GROUND WATER POTABLE WATER OR EWER SERVICE,AND IS NOT FOR HUMAN HABITAT(NO ACCEPTANCE SMALL BE PROVIDED WHEN REWIRED.COMPACTION O SILLS UPDER CRITICAL TO FEW VERIFY DNENSWS.SHOULD THERE BE ANY WESFIWS HANDICAP ACCESS REOIRED} 16. THE CORRECTION Or ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95I O THE P�vtlN p°°O REGARDING THE CONTRACT DOCUMENTS. THE SUBCONTRACTOR SHALL BE n OCCUPANCY IS LMITED TO PERIODIC MAINTENANCE AND INSPECTION. ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR ME SOIL II ACCORDANCE 'ao� RESPW98LE FOR OBTAINING A CLARIFICATION FROM THE APPROXIMATELY 2 TIMES PER MONTH,BY AT&T TECHNICMS OF ANY OTHER PHASE OF THE INSTALLATION,WHICH MAY HAVE BEEN YdiH ASTN DI557. NYMYTms ARCIIETCT/ENGINEER PRIOR TO PROCEEDING NTH THE WORK.DETAILS ARE 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. DAMAGED THEREIN. 3, NTH A T DIS57.FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR INTENDED T0.SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO 3S ALL MATERIAL SHALL BE FURNISED MD YO K SHALL BE PERFORMED IN 17. ADEQUATE AID REQUIED UABUTY INSURANCE SHALL BE PROVIDED FOR UNSUITABLE MATERIAL IF INADEQUATE BEARING CAPAOTY IS REACHED AT FA#10000059 SUIT JOB OWE1490NS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE ACCORDANCE WITH THE LATEST REVISION O AT&T MOBILITY GROUNDING PROTECTION AGAINST PUDIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE INCLUDED AS PART O WT EN AND PREPARED By THE ARCIITECT/LNGOfIIt STANDARD'TECHNICAL SPECIFICATION FOR CONSTRUCDON O GSM/(PRS THE DURATION O WORK. EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WEN BARN$TABLE PRIOR TO PROCEEDING TAM WORK. µ1RELLSS SI1E5"MD"TECHNICAL.$PECFlCATION FOR FApLITY GIONOINC.' 18. PROVIDE ACID INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER MECHANICALLY COMPACTED GRANULAR MATERIAL OR ME EXCAVATION SHALL & THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT MD MATFFALS W IN CASE OF A CONFUCT BETWEEN THE CONSTRUCTION SPECIFICATION AND PLATES AND DEVICES FOR ALL CUTLETS AS INDICATED. BE FILLED MEN CONCRETE O THE SAME TYPE SPECIFIED FOR THE 870801 ACCODANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS THE DRAWINGS,THE DRAWINGS SHALL GOVERN. 19. DITCHING AND RACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE DOTTON O SREOFlCALLY STATED OMERTL4. 3& SUBCONTRACTORS SHALL BE RESPONSBLL FOR OBTAINING ALL PERMITS AND UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION, THE EXCAVATION.ANY STONE SUB BASE MATERIAL P USED,SHALL NOT 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE INSPECTIONS REQUIRED FOR CONSTRUCTION.IF SUBCONTRACTOR CANNOT BACKFTUJNG AND COMPACTION.REFER TO'FOUNDATION,EXCAVATION,AND SUBSTITUTE FOR REWIRED MCOESS O CONCRETE. 749 CAN STREET DRAWINGS THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE OBTAIN A PERMIT,THEY MUST NOTIFY THE GENERAL CONTRACTOR BMS(FlWNG NOTES.' 4. ALL EXCAVATIONS SHALL BE CLEAN O UNSUITABLE MATERIAL SUCH AS WEST GARN9TABLE,MA 02532 FOR APPROVAL BY THE ARp11TECF GINSa PRICR TO PROCEEDING IMMEDIATELY. 20. NAiFRIALS,PRCOUCTS AND EQUIPMENT,INCUIOWC ALL COMPONENT$ VEGETATION,TRASH,OEEMS,AND SO FORTH PRIOR TO BACK FLUNG.BAD( N�mFQ 10. GENERAL CONTRACTOR SHALL BE 9PONSBLL FOR THE SAFETY O WORN J8. SUBCONTRACTOR SHALL REMOVED ALL TRASH AND DEBRIS FROM THE STE THEREOF,SHALL BE NEW AND SHALL APPEAR ON THE LIST O ILL. FILL SHALL CONSIST O APPROVED MATERIALS SUCH AS EARTH.LOAM. AREA ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE ON A ONLY BASS - APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS GE THE SANDY CLAY,SAND AND GRAVE.OR SOFT SHALE,FREE FROM CLODS OR AFFECTED BY THE WOW UNDER THIS CONTRACT.NCRK SHALL CONFORM TO 37. INFORMATION SHOWN CH THESE ORAWNGS WAS OBTAINED FROM STE VISITS NEC KEMA AND ECE LARGE STONES OVER 2 1 MAX DIMENSIONS ALL BAG(FILL SHALL BE ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. _ AND/OR DRAWINGS PROVIDED BY THE SITE OWNER.CONTRACTORS SHALL 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURERS CATALOG PLACED IN COMPACTED LAYERS. II. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK NOTIFY THE D40NEER O ANY DISCREPANCIES PRIOR TO OWEING MATERIAL INFORMATION OF ANY/ALL UG 71NG FIXTURES SWITCHES AND ALL OTHER S ALL FILL MATERIALS AND FOUNDATION BAGEL FILL SHALL BE PLACED IN ARECTIO 5 WITH O E D NE IN A E - OR PROCEEDING NM CONSTRUCTION. 12. ERECTION SHALL RE DONE IN A WORKMANLIKE MANNER BY COMPETENT 3fl NO WHITE STROBE LIARS ARE PERMITTED.ANY REQUIRED IUOMC MUST TO INSTALL ITEM$fO APPROVAL BT TTIE CO5IRUCTIOI MANAGER PRICK MAXIMUM 6'THUD UFS BED TO COT LESS/.EACII LIFT THAIL BE IETEED EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE MEET FM STANDARDS AND REQUIREMENTS TO INSTALLATION. P REWIRED MD COMPACTED TO NOT LOSS THAN RD O TIff MODIFIED BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID PLUMB AND TRUE 22 MY WTIWC OR PATCHING DEEDED NECESSARY FOR ELECTRICAL 4DRN IS PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORI)ANCE WIM ASAP 66 AS INDICATED ON THE DRAWINGS 39• ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN 01537 11 SEAL PENETRATIONS THROUGH FOE RATED AREAS NTH UL LISTED INSIRUCTIDINS AND RECOMDAENDATIOYS 71E COST FOR VK RK AND PERFORMED TO THE SATISFACTION O THE 6. REWLY PLACD CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 MEAL PEN APPROVED R UGH FIRE E RATED S MATH SUBCONTRACTOR SHALL KEEP 40. NO SOOFICANT NOISE,SMOKE OUST OR VIBRATIONS WILL RESULT FROM CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. HORS PRIOR TO BACK FLUNG AREA GEM,HAZARD FREE, AL OSPDIC O ALL DEBRIS TINS FACILITY.(DISREGARD THIS NOTE P THIS SITE HAS A GENERATOR) 23. THE ELECTRICAL CONTRACTOR SHALL LABEL AL PANELS WITH ONLY 7. FINISHED GRADING SMALL BE SLOPED TO PROVIDE POSITIVE ORAWAG,E AND p°�Y3 0 41. NO ADDITIONAL PAPoONG TO BE PROPOSED.EXISTING ACCESS AND PARKING TYPEWRITTEN DIRECTORIES ALL EECTRICAL CORING SHALL BE THE PREVENT STANDING WATER. THE FINAL(FINISH)ELEVATION O SEA8 frL'$g 14. WORK PREVIWSY COMPLETED IS REPRESENTED BY LIGHT SHADED LANES 10 REMAIN,UNLESS NOTED OTHERWISE. RESPONSIBILITY O THE ELECTRICAL CONTRACTOP. FOUNDATIONS SHALL SLOPE AWAY IN ALL 0 ECTIONS FROM THE CENTER. E� AND NOTES THE COUP O WOW(FOP THIS PROECT IS RfPRE3TITED BY 42 NO LANDSCAPING IS PROPOSED AT THIS STE.UNLESS NOTED OTHERNSE. 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY•ORCK-MADE FINISH(BADE O CONCRETE PADS SHALL BE A MAXIMUM O 4 INCHES Cs DARK SHADED LINES MD NOTES SUBCONTRACTOR SHALL NOTIFY 111E C GENERAL CONTRACTOR OF MY EXISTING CONDITIONS THAT DEVIATE FROM AND OWCK-BREAK ENCLOSURES AS REQUIRED E M IRED BY EXPOSURE TYPE. FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GAVEL TO 6EffiICAL..d�3 25. ALL CONNECTIONS SHALL BE MADE NTH A PROTECTIVE COATING O M ESTAE UM SPECIFIED ELEVATIONS WHERE REODUM THE DRAWINGS FHIHR 1D R VDE%%CONSTRUCTION.ON. AN7HORE COMPOUND 91CU AS'NO-OXIDE A'BY DEAR80RNE CI MICAL & NEWLY GRADED SURFACE AREAS TO RECEIVE GAVEL SMALL BE COVERED IS. SUBCOMANAGER HO SHALL PROVIDE µCO ENC NOTICE TO THE CONSTRUCTION I. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL CO COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED COPPER WIN GEOIE%IRE FABRIC TYPE TYPAR-31O AS MANUFACTURED BY HPOTOQ MANAGER 48 HOURS PRIOR TD COMMENCEMENT IM WORN. WORK INDICATED.ANY/ALL CONSTRUCTION SINE BE IN ACCORDANCE µWTI SURFACES INCLUDING GROUND BARS,SHALL BE TREATED-NO 'CONSTRUCTION MATERIAL 1-80D-239-3841'OR M APPROVED EQUIVALENT, I8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS PAVEMENTS DRAWINGS AND ANY ALL APPLICABLE SPECIFICATIONS IF ANY PROD= SUBSTITUTIONS. - SHOWN ON PLANS THE GEOTEXTILE FABRIC SHALL RE BUCK 44 COLOR TO Uex - CURBS LANDSCAPING AND DRS EXPENSE MY DAMAGED PART SHALL BE / pap,i OWN RFD AT SUBCONERACTlXYS EXPENSE E(1 THE SATISFACTION O THE ARE WALL ST CTION MA WITH THESE ON AS POSSIBLE. CONTRACTOR 2& NACEWAY2 199M SHALL T SCHEDULE U AN CAP EACH OR EXCEEDING I FOOT THE RECURRENCE EN VEGETATIVE CROWN MD EXTEND SYSTEM TO WITHIN OW7NE0. SHALL ERYO F'CONSTRUCTION MANAGER AS OT P C POaWIN T AFIEER 7RE SPAR TAN-1990. ONTRACTOP DIME PLUG ARD CAP EACU END O 1 FCOT OU7 H TIE SITE FENDING OH EFAM CS1 GLL HE CO REDWI 17. THE SUBCONTRACTOR SMALL CONTACT UTILITY COCAEINC SRNGE$PRIOR TO DISCOVERY O THE PROBLEMS,AND SHALL NOT PROCEED WIN THAT 20ARE S T EMPTY OL CONDUITS CO .ALL C TWO SEPARATE PULL STRINGS- PERIMEMINIMUM O WHICHEVER IS PLACEDGREATER.ALL FABRIC SHALL BE ECIFRED WITH A THE START O CONSTRUCTION. PORTION O µCNN,UNTIL TIff'CONSTRUCTOR MANAGER'HAS DIRECTED THE TCO lB5 HEST POLYETHYLENE E COD.ALL CONDUIT BENDS BULL BE A MBONUM O 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E. 1& GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL CORRECTIVE ACTIONS TO BE TAKEN. UL B'NUU FOR GALVANIZED STEEL ALL FlTDNCS SIAIL RCS CONDUITS WHEN EBE SUITABLE FOR USE FOOT TDRIVE PEARE NO'57 FOR FENCED COMPOUND;FOOT TYPE NO.67 FOR ACCESS GENERAL CIFIED,SHALL MEET TRADES AND SUBCONTRACTORS TO THE STE AND/OR BURDIMG 2 ELECEPoCAL CONTRACTOR 94ALL VISE THE JOB STE AND FAMILIARIZE TUTU THREADING GAL PoW CONDUIT.COAT ALL THREADS HE S ITABL ZINC S 9. R ALL AREAS TO RECEIVE FLL,REMOVE ALL VEGETATION,TOPSOIL DEBITS NOTES 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY O THE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND %RrTE SITE FOR THE DURATION O CONSTRUCTION UNTIL JOB COMPLETION. COIONNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST '(OLD CALM.' YET AND UNSATISFACTORY SILL MATERIALS,OBSTRUCTIONS AND 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES, 27. SUPPORT OF ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP CCWIPLEEE SET O PLANS WITH ALL REVISIONS,ADDENDA MO CHANGE ETC.,THAT ARE PART O THE FINAL SYSTEM.SHALL BE VERIFIED BY TIE 2fl CONDUCTORS CONTRACTOR SHALL USE 98i CONDUCTIVITY COPPER NTH SLOPED SURFACES STEEPER THAN 1 VERTICAL TD 4 HORIZONTAL SUCH THAT ODDS ON THE PREMISES AT ALL DYES CONTRACTOR PRIOR TO ME SUBMITTING O HIS BD.FAILURE TO COMPLY TYPE TOWN INSULATION.SW VOLT,COLOR CODED.USE SOLID CONDUCTORS FILL MATERIAL WILL RED WITH EXISTING/PREPARED SLR SURFACE 21. WITH THIS PARAGRAPH WLL INNO WAY REUEVE CONTRACTOR OFFOR WIRE LP TO AND INQUDING N0.8 AWL USE STRANDED CONDUCTORS PERFORMING ALL YDKK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. FOR WIRE ABOVE NO 8 AWG C1 10. MEN SUBQuGE OR PREPARED GROUND SURFACE HAS A DENSITY LEA 31. PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2')GROUT BETWEEN MAIN 1.3 577E MAINTENANCE AND PROTECTION: E PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE THAN THAT REWIRED FOR THE FILL MATERIAL SCARIFY THE(ROUND REINFORCING AND MASONRY UNITS. A PROVIDE ALL NECESSARY JOB STE MAINTENANCE FROM COMMENCEMENT EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES SURFACE TO DEPTH REWIRED,PULVERIZE.MOSNRE-CONDITION AND/OR 32. LOW UFT CONSTRUCTION,MAXMUM GROUT POUR HEIGHT IS 4 FEET. OF PARK UNTIL COMPLETION OF THE SUBCONTRACT. INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR 33. UFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH B. AVOID DAMAGE 70 THE SITE AND TO EXISTING FACILITIES.STRUCTURES, LOCATION OF ANY STRUCTURE,UNDERGROUND STRUCTURE,OR 0*0 TO PLACEMENT OR FILLS, PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF CURRENT BUILDING TREES,AND SHRUBS DESIGNATED TO REMAIN.TAKE PROTECTIVE ITEM NOT SHOWN THAT MIGHT INTERFERE M[H THE PROPOSED 8 @ II. IN AREAS WHICH EXISTING GRAVEL.SURFACING IS REMOVED OR DISTURBED CODE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED CONSTRUCTION.NOTIFY THE CONSTRUCTION MANAGER OF ANY FI i4 DURING CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO 34. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, FOR REMOVAL FROM BEING DAMMED BY THE WORK. OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT O ME WORK AS MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME EXCEPT AS NOTED IN THE DRAWING'S OR SPECIFICATIONS C. KEEP SITE FREE OF ALL PONDING WATER INDICATED ON THE DRAWINGS inn THICKNESS AND COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL 35, CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITU STATE DOT F. SEPARATE AND STOCK PIE AL EXCAVATED MATERIALS SUITABLE FOR SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. AND EPA REQUREMENTS. SACKFUL ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND 36. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT O E PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES BE DISPOSED OF OFF-STE IN A LEGAL MANNER. REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS O UNITS,LAYING PATTERN AND JOINT TYPE. WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT ti ORGANIC MATTER,OR OTHER SHARP DELETERIOUS MATERIALS ARE REMOVED PRIOR 37. SAND SHALL BE CLEAN, ARP AND WELL GRADED,FREE FROM AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF 3.2 BACKFlLL TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS INJURIOUS AMOUNTS OF DUST.LUMPS SHALE,ALKAU OR ORGANIC CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE A AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF THE NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT MATERIAL WORK RELATED STRUCTURE,INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM SITE 31L BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR F. EX611NC UTIUTIES DO NOT INTERRUPT EXISTING UTIUTIES SERVING CURING PERIOD FOR CAST-IN-PLACE CONCRETE BACKFlLL THE 11 GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION BETTER. FAgUTWS OCCUPIED BY THE OtNER OR OTHERS EXCEPT WHEN EXCAVATION WITH APPROVED MATERIAL TD RESTORE THE REQUIRED AND SUBGRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED PERMITTED IN WRITING BY THE ENGINEER,AND THEN ONLY AFTER FINISHED GRADE. THDRWG/LYTORED.ANY LOOSE OR AND ANY DISTURBED E590N5 M�IHESSHAUL BE SUBGRADE SHALL STRUCTURAL CONCRETE NOTES: ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. B. PRIOR TO PLACING BACKFI L AROUND STRUCTURES,ALL FORMS SHALL BE w wM BE FILED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI-301-I0 PROVIDE A MINIM M 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE REMOVED AND TE EXCAVATION CLEANED O ALL 1RASH.OEDPoG AND �d QLQ(` UNSUITABLE MATERIALS \-t SURFACING NAIERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN 2 ALL CONCRETE SMALL HAVE A ES NO COMPRESSIVETRWIS STRENGTH WRITTEN NOTICE TD PROCEED BEFORE INTERRUPTING ANY UTILITY C. BACKFILL BY PLACING AND COMPACTING SUITABLE SACKFUL MATERIAL OR .°j°'°'��'°'V.1 1HE SUBGRADE. Lc=2,500 P51 AT 28 DAYS UNLESS NOTED OIHEIRVISI:. SERVO. SELECT GRANULAR BACKFlLL MATERIAL WHEN REQUIRED IN UNIFORM 14. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE 1 REINFORCING STEEL SHALL CONFORM TO ASTM A 615.GRADE 60, HORIZONTAL LAYERS O NO GREATER THAN B-INCKES LOOSE THICKNESS EWIPNEN7 LOADS lCl1 OPERATE USE PLANKING'MATTS OR OTUER DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL PART 2-PRODUCTS AND COMPACTED.WHERE HAND OPERATED COMPACTORS ARE USED,THE SUITABLE PROTECTION DESCKED TO SPREAD EQUIPMENT LOADS AS MAY CONFORM TO ASRA A 185 WELDED STEEL PARE FABRIC UNLESS NOTED 2.1 SUITABLE BACKFlW ASTU D2321(LASS I,11,M.OR IVA)FREE FROM FILL MATERIAL SHALL BE PULED IN LIFTS NOT TO EXCEED 4 INCHES W A JOHN BE NECESSARY.REPAIR ANY DAMAGE TO EXISTING CRAVEL SURFACING OR OTHERWISE FROZEN LUMPS REM&,STONES OR ROCKS LARGER MAN 3 INCHES IN LOOSE DEPTH AND COMPACTED. S L SUB GRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTORS 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC D. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS OPERATIONS, REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS MATERIAL UNSUITABLE FOR BACKFlLL NOT OBTAINED THE SPECIFIED DENSITY.THE SUCCEEDING LAYER SHALL - IV �^ 11 DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM 2.2 NON-POROUS GRANULAR EMBANKMENT AND SACKFUL'ASTM D2321 NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET Q 4 L CONTRACTORS NEOUGENCE SHALL BE REPAIRED AND/OR REPLACED TO CONCRETE CAST AGAINST EARTH 3 IN. (CLASS III,OVA OR 1`A)COARSE AGGREGATE.FREE FROM FROZEN UNLESS O7HERISE AUTHORIZED BY THE CEOIECKMCAI ENGINEER THE .•. ,e THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. CONCRETE EXPOSED TO EARTH OR WEATHER: IMPS REFUSE,STONES,OR ROCKS LARGER THAN 3 INCHES IN ANY CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS D FG/STEOE'� (•U I6. ALL SUITABLE BORROIY MATERIAL FOR BACK FELL O THE SITE SHALL BE !8 AND LARGER 2 IN. CMFN9OU OR OTHER NAIERAL THAT MAY MAKE THE INORGANIC NECESSARY,SUCH AS DISKING AND DRYING ADDING WATER,OR :�'�s. INCLINED IN THE BID.EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL 15 AND SMALLER @ WWF 1-1/2 W. MATERIAL UNSUITABLE FOR BACKFlLL INCREASING THE COMPACTIVE EFFORT TO MEET IHE MINIMUM COMPACTION BE DISPOSED OF OF SITE AT LOCATIONS APPROVED BY GOVERNING CONCRETE NOT EXPOSED TO EARTH OR YEATHFR,NOR CAST AGAINST 23 POROUS GRANULAR EMBANKMENT AND SACKFLL:ASTM 02321(LASS REQUIREMENTS AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. THE GROUND 10.10,OR II)COARSE AGGREGATE FREE FROM FROZEN LUMPS REFUSE, E. THOROUGHLY COMPACT EACH LAYER OF AGENCIES A MINIMUM 95X OF SLAB AND WALL 3/4 IN. STONES,OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR THE MAXIMUM CRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR ENVIRONMENTAL NOTES: BEAMS AND COLUMNS 1-1/2 IN. OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL TEST,ASTM D 698. 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED UNSUITABLE FOR BACKFlLL PERMITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT O 5. A 3/4'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES O 24 SELECT STRUCTURAL FILL:GRANULAR FILL MATERIAL MEETING THE 3.3 TRENCH EXCAVATION: CONCRETE U.N.O.IN ACCORDANCE WITH ACU 301 SECTION 4.2.4. REQUIREMENTS O ASTM E850-95.FOR USE AROUND AND UNDER A UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES FINES AND PROPER CLEAN UP FOR ANUS IN VIOLATION. G HOLIES TO RECEIVE EXPAN9ON/WEDGE ANCHORS SHALL BE 1/El'LARGER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REWIRED. SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR 25 GRANULAR BEDDING AND TRENCH BACKFlW WELL-CRAVED SANG CONTRACTOR.PROVIDE SHORING SHEETING AND BRACING AS REQUIRED IN DIAMETER THAN THE ANCHOR BOLD,DOWEL OR ROD AND SHALL m MAIM LORSTRUCTIW AND MANTENANCE O EROSION WIND SEDIMENTATION CONFORM TO NANUFACTUREIR'S RECOMMENDATION FOR EMBEDMENT DEPTH MEETING THE GRADATION REMREMENIS O ASTM 0218E(SE OR TO PREVENT CAVING OR SLOUCHING O THE TRENCH WALLS CONTROLS WRING INSTRUCTION FOR PROTECTION O ADJACENT B. EXTEND THE TRENCH WIDTH A MINIMUM O 6 INCHES BEYOND THE OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING SW-SIR). PROPERTIES,ROADWAYS AND WATERWAYS AND SHALL RE MAINTAINED IN OUTSIDE EDGE O THE OUTERMOST CONDUIT. REPAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 2.6 COARSE AGGREGATE FOR ACCESS ROAD SIB BASE COURSE SHALL PUCE THROUGH FINAL JURISDICTIONAL INSPECTION Q RELEASE OF STEM C. WHEN SOFT D.BACK OR OTHERWISE UNSTABLE CH CONDITIONS ARE 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT 7. USE AND INSTALLATION O CONCRETE EXPARSION/WEDG ANCHOR, CONFORM TO ASTM D2940. ENCOUNTERED,BACKFlLL AT THE REWIRED TRENCH TO A DEPTH OF NO .-Sala" 3. CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS O SITE 2.7 UNSUITABLE MATERIAL AND MODERATELY PLASTIC SETS AND GAYS ,�-I SHALL BE PER ILO$MANUFACTURER'S WRITTEN RECOMMENDED LESS RAN 12 OUCHES BELOW THE REWIRED ELEVATION AND BACKFlLL DISTURBANCE PRIOR TO ALLOWED TON. PROCEDURES ELL>45). S MATE CONTAINING REUSE FROZEN IMPS, SIN EXCESS VATIi GRANULAR REDOING MATFRUL. 4. NO TRACTSEDIMENT STALL BE ALLOWED TO EXIT THE PROPERTY.THE 0 3 INCHES MATERIAL VEGETATIVE MATTER.WOOD,SEINES IN EXCESS �atY Nirt4r CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR STRUCTURAL STEEL NOTES: OF 3 INURES W ANY DMENSON,AND DEBRIS AS DETERMINED BY TIff 3.4 TRENCH BACKFlW CONTROLLING EROSW.ATOTIONAL SEDIMENT CORTRG FENCING MAY BE I. ALL STEG WORK SHALL BE IN ACCORDANCE PATH TIRE LATEST EDITION OF MANNER.TYPICAL THESE WILL BE SOILS CASSII BY A PROVIDE GRANULAR BEDDING MAMMAL IN ACCORDANCE VAIN THE REQUIRED IN ANY AREAS SUBJECT TO EROSION. O THE AISC MANUAL O STEEL CONSTRUCTION.STEEL SECTIONS SHALL CEOM AS PT,FABRIC: CH.OH, SOL.AND OU CRAVINGS AND THE UTILITY REQUIREMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY BE W ACCORDANCE WITH ASTM AS INDICATED 8ELOV. 2.9 PLASTIC M FABRIC PE:MIR S ALL OR APPROVED EQUAL. 0. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE O FA#70000059 REPAIRS OF ALL SEDMENT CONTROL MEASURES INCLUDING SEDIMENT W-SHAPES ASTM A992.50 KS 2.9 PLASTIC MARKING TAPE:SHALL BE AND AND ALKALI RESISTANT BACKFIRING. REMOVAL AS NECESSARY. ANGLES,BARS CHANNELS ASTM A36.36 KS POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MANNING AND O CONDUCT UTILITY CHECK TESTS BEFORE BACKFiWNG BACKFlLL AND BARNSTABLE 6. CLEARING O VECETATIQU AND 1REE REMOVAL SHALL BE ONLY AS HSS SECTIORS ASTM SI,46 KS LOCATING UNpERGROUND UTILNIES 6 INCKES WIDE WITH A MINIMUM COMPACT TRENCH BEFORE ACCEPTANCE TESTING PERMITTED AND BE HELD TO A MINIMUM.ONLY TREES NECESSARY FOR 1HICKNESS O O.HXX4 INgl.TAPE 91ALL HAVE MINIMUM STRENCTIi O D. PUCE GRANULAR TRENCH BAC FILL UNIFORMLY QU BOTH SDES O THE PIPE SECTIONS ASTM ASS-E 35 K9 15DO PSI IN BOTH DIECTIONS AD MANUFACTURED WITH INTEGRAL 870801 CONSTRUCTION OF THE FACILITIES R SMALL BE REMOVED. 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT GIPPED CONDUITS W 6-WCIR M AND TOTED LIFTS UNTIL IN 12 OUCHES OVER THE 7. SEEDING AND MU LCMING AND OR SODDING O THE SUE WILL BE CONDUCTORS,FOR.BACKING OR OTHER MEANS TO ENABLE DETECTION CONDUITS$WILY RAM AND TAMP SACKFUL INTO SPACE AROUND / ALL EEL ED. BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP.THE CONDUITS 7490AK BiftE� ACCOMPLISHED AS SIN AS POSSIBLE AFTER COMPLETION O THE J. ALL WADING SMALL BE PERFORMED USING E7Of%ELECTRODES AND MY CORE O THE TAPE SHALL BE ENCASED IN A PROTECTIVE WEST BARNSTABLE,MACH PROJECT FACILITIES AFFECTING LAND DISTURBANCE. WELDING SHALL CONFORM TO AISG WHERE FILLET WELD SIZES ARE NOT E. PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE,OR 8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL SHOWED,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISO JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM UNBALANCED LOADING °�eie4 FP MEASURES AS REQUIRED BY LOCAL COUNTY AND STATE TOES AND CORROSION.TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND F. ABOVE THE CONDUIT EMBEDMENT ZONE,PUCE AND COMPACT 'MANNA O STEEL CONSTRUCTION.'PAINTED SURFACES SMALL BE ORANGE FOR TELECOAMUNICATIW UTIUDES Epp ORDINANCES ACCUMULATION PROTECT EMBANKMENTS iRIN SOIL LOSS D AI BOLTED OP_ SATISFACTORY BACKFlLL MATERIAL IN 8-INCH MAXIMUM E. THICKNESS PREVENT MNGTHEO T SCTI AND AREA. H STREAMS AND C SUCH q, BOOED CORRECTIONS SMALL BE ASTIR A325 BEARING TYPE 3/4'B PART 2-EYFCITION LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE CRATE PATHS LEAVING THE FENCES. TRW AREA THIS MAY INCLUDE SUCH C. IMPACT FINAL HE DO BACIOILL TO A DENSITY EQUAL ED OR GREATER CONNECTIONS AJA SHALL HAVE MINIMUM O MD BGTS UNLESS NOTED J.1 GENERAL: MEASURES AS SILT FENCES STRAW BALE SEDIMENT BARRIERS AND CHECK ADJACENT THAT O THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY B 6B DAMS OTHERWISE. A BEFORE STARTING GENERA SITE PREPARATION ACTIVITIES INSTALL ADJACENT TO 17ME TRENCH BUT NO LESS THAN A MIN O 95%O 0 �W Fj iB 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'0 EROSION AND SEDMENT CONTROL MEASURES THE YAXRI(AREA SHALL THE MAXIMUM OflY DENSTY AS PROVIDED BY THE STANDARD PROCTOR g 9. RIP RAP O SIZES INDICATED SHALL CONSIST O CLEAN,HARD,SOUND, yP� DURABLE.UNIFORM IN QUALITY STONE FREE OF ANY OEM19ENTAL ASTM M07 BOLTS UNLESS NOTED OTHERWISE. BE CONSTRUCTED AND MAINTAINED IN SUCH A CONDITION THAT IN TI¢ TEST,ASTM D 698. 8 QUANTITY OF SOT,FRIABLE,THIN,ELONGATED OR LAMINATED PIECES B. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT, EVENT OF RAIN THE SITE WELL BE DRAINED AT ANY TIME. d IN MATERIAL ORGANIC MATTER.OIL.ALNAU.OR OTHER B. BEFORE ALL SURVEY,LAYOUT,STAKING AND MARKING ESTABLISH AND ` 5 y MAINTAIN ALL LINES,GRADES ELEVATIONS AND BENCHMARKS NEEDED 3.5 FINISH GRACING ) (sgI 8 E Il DELETERIOUS SUBSTANCES SITE WORK & DRAINAGE: FOR EXECUTION O THE WORK. A PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM I B Fill 'r PART 1-GFNFRAL C. GEAR AND GRUB THE AREA VATUIN THE LIMITS O THE S17L REMOVE STRUCTURES AND SMITH,EVEN SUFSAG ORANAGE O THE ENTIRE AREA CONCRETE MASONRY NOTES: GEARING,GRUBBING STRIPPING,EROSION CON1RO,SURVEY,LAYOUT, TREES BRUSH,STUMPS,RUBBISH AND OTHER DEBRIS AND VEGETATION WITHIN THE OMITS O CONSTRUCTION.LADING SHALL BE COMPATIBLE WITH 1.. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING SUBGRADE PREPARATION AND FINISH GRADING AS REWIRED TO COMPLETE THE RESTING ON OR PROTRUDING THROUGH THE SURFACE O THE SITE AREA ALL SURROUNDING TOPOGRAPHY AND SIRUCTIRES TO ASTM C90,GRADE N-1,(F'M-1,500 PSI).MEDIUM WEIGHT(115). PROPOSED WORK SHOWN IN THESE PLANS TO BE GEARED. B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH O NO LESS THAN WORK IN TIME CONSTRUCTION OF FILLS EMBANKMENTS AND FOR O10`I"a lx�°1 2 MORTAR SHALL BE TYPE'IM M C(MINIMUM SSI PS AT 28 DAYS. AL REFERENCES 12 INCHES BELOW THE ORIGINAL GROUND SURFACE ROOTS STUMPS REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. AeRmeo 3 GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH O 2,I0 PS AT A IT(STARE DEPARTMENT G'TRANSPORTATION STANDARD SPECIFICATIONS AN OTHER DEBRIS BRUSH,AND REFUSE EMBEDDED IN OR N 28 DAYS. C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM AB 4 INCHES O 1/2'- 4. ALL GELS RETAINING W LS AND WA STEEL OR GRADEEMBEDDEDSMALL ITEMS AND ALL FOR WAY CONSTRUCTION-CURRENT EDITION) THE AREA T THROUGH THE OF GROUND SURFACE,RAKE,DISK RE PLOW 3/4'CRASHED STONE AD TAN SOH.SURROUNDING FABRIC. Mmz CELLS M RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SCUD B./SHAL(OCCUPATI SOCIETY FOR TESTING AND MATERIALS) TO AREA TO A DEPTH ES NO 1E55 THAN 8 INCHES,AND REMOVE D. REPAIR ALL ACCESS ROADS AND SGINAL CNC AREAS USED OURWC THE °P ° ORQUIEO. C.OSHA(OCCUPATION SAFELY AND HEALTH ADMINISTRATION) TO A DEPTH O 12 INCHES ALL NITS AND O17RER DEBRIS THEREBY CORSE O TIES WORK TO THEIR ORIGINAL CONDITION. I S ALL HORIZONTAL REINFORCING STEEL SHALL BE ACED IN BOND REAM OR EXPOSED. Tm° LINTEL BEAM UNITS 1.2 INSPECTION AND TESTING: 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL 3.7 ASPHALT PAVING ROAD: G. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGR,HORIZONTAL A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL.AVOID A. DIVISION 600-KDOT FLEXIBLE PAVEMENT.(UPDATE PER LOCAL DOT) CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR S.ALL WALK STALL BE INSPECTED AND RFIFASEO BY THE GENERAL MIXING TOPSOIL WITH SUBSOIL OR OTHER UNOESRABLE MATERIALS. S. SECTION 4I-MOLT ASPHALT CONCRETE PAVEMENT. GENERAL 1-1/2'BELOW TOP O THE UPPERMOST UNIT. CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL NOTES 7. ALL BOND BEAM BLOCK SHALL BE'DEEP OUT'UNITS WORK WITH SPECIFIC CONCERN lO PROPER PERFORMANCE O THE WORK AS DEPRESSIONS RESULTING FROM CLEARING,GRUBBING.AND DEMOJTION 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE O VERTICAL CELLS SPECIFIED'RID R'S CALLED FOR ON THE DRAWINGS.IT IS THE WORK COMPLETELY WITH SUITABLE FILL SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL HAVING UT SMALL LOTS IN EXCESS TE 1DTH O HEIGHT. TO PROCEEDING VAIN FURTHER WORK THAT WOULD MAKE PARTS O WORK DEBRIS RESULTING FROM GEARING AND GRUBBING OPERATIONS 9. ALL ORWT SHALL BE CONSOLIDATED VAIN A TECKANICAL VIBRATOR. INACCESSIBLE OR DIFFICULT TO INSPECT. BURNING WILL NOT BE PERMITTED. CZ 70. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE 11. REINFORCING BARS-SEE NOTES UNDER'REINFORCING STEEL*FOR _ REQUIREMENTS - BOTE& 1. EXISTING CONDITIONS INFORMATION BASED ON INFORMATION PROVIDED TO INFINIGY. 2. THESE ORAVANGS 00 NOT REFLECT ADEQUACY OF •' a EXISTING CR PROPOSED ANTENNA MOUNTS.MOUNT v F1 CONNECTIONS,OR CABLE ATTACHMENTS INFINIGY DOES ss NOT ACCEPT LIABILITY FOR ANY OF THESE STRUCTURAL ELEMENTS 3. ROUTE ALL PROPOSED CABUNC ON EXISTING CABLE LADDER. ACTUAL ROUTE ON DRAWINGS MAY VARY FROM FIELD LOCATION OF EXISTING CABLE UDDER. 4. INSTALLER SHALL PROVIDE ALL NECESSARY CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETED INSTALLATION AND SHALL COMPLY WIN EQUIPMENT MANUFACIURER'S INSTALLATION REQUIREMENTS Lam, �p+ S. INSTALLER SHALL PROVIDE ALL STRAIN RELIEF FOR ALL a t CABLE ASSEMBLIES ROUTING TO.THE ANTENNAS. UTILIZATION OF HOISTING GIPS ON ALL DC POWER AND ^.✓•^^••^ FODR OPTIC CABLES SHALL BE UTILIZED. EXISTING TRANSFORMER C O S. L --•--•-� VIL ^i \",__,—E)lSRNG FENCED EOUIPMENT COMPOUND i 1 p an -DXISTNC AT&T ICE BRIDLE J `�— — --v iN.p. I ' I EXISTING ACCESS A I L GATE(TON.) Tpa AWPaSZD Ar&r N Rm �mFAt110000059 J it -- GLBIES AND(11 OC CABLES TO I BE ROVW r& cAmEs ETunNc BARNSTABLE 870801 749OAKSTREET :• WEST BARNSTABLE.MA02M ( .EXISTING pppp3 EXISTING CARRIER CONCRETE ( GUYED TOWER ZW � 0 . EQUIPMENT PAD(TON.) i�.. •. J_... ..'� y b i�e� EXISTING DOUBLE SVINC ACCESS GATE -- —' poll, ®e , EXSTING CARRIER �O EQUPMENT SHELTER(TIP.) pmeq edx Aswleo EXISTING AT&T — EQUIPMENT ROOM IN . SHARED BUILDING amoene OmhpRM1 GRAPHIC SCALE OVERALL SITE PLAN 15' 7.5' 0 7.5' 15' 1 VVERALL SITE PLAN SC multu Kuhns GALLED rvoRTIl SCALE: 22"x34"SHEET 1"= 7.5' SCALE: 11"x17'SHEET 1"= 15' _. F_F TRI A NOTE 00 I. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ` ELECTRICAL CODE(N,E.C),AND APPUCABLE LOCAL CODES T 8 2. GROUNDING SHALL COMPLY WITH THE A RTICLE 250 OF NATIONAL ELECTRICAL CODE. PRLS°OSED AT�T(I)MR J. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED. •' g^ CARIES AND(44H)DC CABLES M 4. ALL WIRES SHALL BE AWG MIN f12 THHN COPPER UNLESS NOTED. v F1 BE ROUTED N DTRDYG S CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT UNLESS NOTED AT@T CARIES OTHERWISE as 6. LABEL AT&T SEANCE DISCONNECTS WITH SCOTCH AND PANEL WITH ENGRAVED Z �S _ EXISTING LAMACGD LABEL$,LETTERS I'W HEIGHT. NV (TYPJ 7. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH • EXISTING LINEAGE —1 x (_. CABINET � ICJ r POSSBIE BEND GROUNDING LEADS WITH A MINIMUM 6'RADIUS. 4 & ENGAGE M7 INOEPENOENT VESTING FORM 10 TEST AND VERIFY 1HAT RESISTANCE EACK IT ARWS DOES NOT EXCEED 5 OHMS TO GROUND.TEST IRWND RING RESISTANCE PRIOR TO EXISTING BATTERY. ( RACK(TYP.OF 3) MAKING FINAL GROUND CODECTIONS"TO INFRASTRUCTURE AND EQUIPMENT. CABINET I plSpOp GROUNDING AND OTHER OPERATIONAL TESTING SHALL BE WITNESSED BY AT&TS CPS ING REPRESENTATIVE. ('— 9. PROVIDE PULL BOXES AM JUNCTION BOXES WHERE REWIRED SO THAT CONDUIT 1 EXISTING GENDS 00 NOT EXCEED 360 DEGREES �}� EXISTING DC L;_ MULTIPLEXER RACK 1Q OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORN PERFORMED W �/OLOI� POWER PLANT R THIS PROECT.DELIVER COPIES OF ALL PERMITS TO AT&T REPRESENTATIVE N IL'SGEWLE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY ..•`••• JURISDICTION HAVING AUTHORITY.CORRECT AND PAY FOR ANY WORK REQUIRED,TO IRE � —' PASS.ANY FARED NSPEECROM. ° q� I EXISTING12 REDUNED AS-BOLTS ARE TO BE DELIVERED TO AN AT&T REPRESENTATIVE. POVOWAYE ll.PROVIDE TYO COPIES OF OPERATION AND MAINTENANCE MANUALS IN THREE-RING •�S JOHN si BINDER. S VE S RACKS—EXISTING RADIO 14.FURNISH AND INSTALL THE COMPLETE ELECTRICAL SEANCE,TEICO CONDUIT., � i �-� RACKS(T4P.OF 4) THE COMPLETE GROUNDING SYSTEM. 4 ' JINOTES: 15.pLL WORN SHALL RE PERFORMED IN STRICT ACCORDANCE WITH ALL APPUC 4 , CONTRACTOR TO GROUND�ALL EXISTING BTS CABINET BOLDING CODES AND LOCAL DEDINANCES,INSTALLED IV A NEAT MANNEREOUIPMENTSHALL BE SUBJECT TO APPROVAL BY AN AT&T REPRESENTATIVE.MANUFACT R ACCORDANTH (TYP,OF 3) 16.CONDUCTA PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING STEMANUFACTURER'S SPEgFlONS AFFECTING THIS WOPo(.REPORT ANY OMISSIONS OR DISCREPANCIES FOR CARIFICATION PRIOR TO THE START OF CONSTRUCTION. 17.PROJECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE.REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA 1&REMOVE DEBRIS ON A DAILY BASS DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE 'EXISTING RBS CHARGED ACCORDINGLY.REMOVAL OF DEBRIS SHALL BE COORDINATED WITH THE CABINET �J OWNER'S REPRESENTATIVE.DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND DISPOSED OF LEGALLY. _ • 19.UPON COMPLETION OF WORK,THE SITE SHALL BE CLEAN AND FREE OF DUST AND I{f'- EXISTING AT&T FIN PRINTS. i II EQUIPMENT SHELTER 20.DOOR TO ANY TRENCHING CONTACT LOCAL UTILITY TO VERIFY LOCATION OF ANY EXISTING RRU 41L DOSING BURIED SERVICE CONDUITS. RACK _ 21.DOCUMENT GROUND RING INSTALLATION AND CONNECTIONS TO IT WITHSYMBOL yy_ ( PHOTOGRAPHS PRIOR TO SACOTWNG SITE.PRESENT PHOTO ARCHIVE A STE a.mmlm- °1 J EfOSN7G TOM 'PUNCH UST-WALK TO AWS REPRESENTATIVE. ® COPPER GROUND ROD BAC®OARD 22 ALL ABOVE GRADE CONDUIT TO BE RIGID METALLIC- CONNECT PER MANUFACTURER SPECS GROUNDING NOTES: Rgeti Tm.: • CADWELD CONNECTION 1.ALL DOWN CONDUCTORS AND GROUND RING AND CONDUCTOR SHALL BE/2 AWE, FAST 1000OOS9 • MECHANICAL CONNECTION �.)-�.� SOLID,BARE,TINNED COPPER LING ALL CONNECTIONS TO GROUND RING SHALL BE GROUND BAR EXOTHERMICALLY WELDED.CONDUCTOR SHALL BE A MINIMUM DEPTH BELOW GRADE ELECTRICAL CONDUIT - OF 3D INCHES OR TO THE LEDGE MINMUM BEND RADIUS SHALL BE 8 INCHES BARNSTABLE CONDUCTOR SHALL BE AT IEASi 24 INCHES ANY FOUNDATION,UNO. TOR CONNECTIONS ARE IPEonm.MTED. GROUND WIRE EXISTING DOOR. I 2 COMPRESSION-TIRE C WHERE MECHANICALNDUC R SPLa-,BMTT TIDE CONNECTORS SHALL BE USED. B7U6U1 DL/TTBFR LINE 3 GRIND OFF GALVANFmRG W AFFECTED AREA OVINERWCALLY WELD/2 CONDUCTOR 74DOMSTRM AT 6 INCHES ABOVE GRADE R FOUNDATION,WHICEVER IS HIGHER.COLD-GALY WEST OARNSTAM&MOM AFTER. EXOTHERMICALLY WELD OTTERIORHER END TO THE GROUND. A.wa Pm - 4.GRDUND PVC CONDUITDTOTGRADEE..NMOUNT P WI111WALL 0F SHELTER SHALL BE GALVANIZED C'CLAMP$.SEAL TOP 9 I. EXISTING CONDITIONS INFORMATION BASED ON ENDS Z W INFORMATION PROVIDED TO INFlNIGY. - S FOLOWNG COMPLETION OF WORK,CONDUCT GROUND TEST.SUBMIT WRITTEN TEST 2. THESE DRAW GS DO NOT REFLECT ADEQUACY OF TO CONSTRUCTION MANAGER AFID PROJECT MANAGER J` EXISTING OR PROPOSED ANTENNA MOUNTS MOUNT _ S EQUIPMENT SITE PLAN 6.ALL GROUNDING N MA SHALL AND PR PROJECT WTTH CARAGM STANDARDS. {- g CONNECTIONS,OR CABLE ATANY OF THE I STRUCTURAL DOES ABBREVIATIONS: -- NOTED 7,GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR ITEMS THAT ARE �v! 111 pa �Apppd NOT ACCEPT UABNtt FOR ANY OF THESE STRUCTURAL LOCATED NEAR GRADE LEVEL AND THAT NEED TO BE TIED TO THE BELOW GRADE � { 6 ELEMENTS. CODE COAX ISOLATED GROUND BAR EXTERNAL GRAPHIC SCALE GROUND RING C� 8 MICR MASTER ISOLATED GROUND BAR CALLED NORTH &UNLESS NOTED OTHERWISE ALL GROUNDING SHALL BE IN ACCORDANCE WITH 3, WHEN ADDITIONAL FIBER TRUNK CABLE EXISTS SST SELF SUPPORTING TOWER S' 3 0 3' 6' AT&FS SSEO DOCUMENTS 3,01&02.004'BONDING,GROUNDING AND TRANSIENT CONTRACTOR TO PROVIDE AND INSTALL A NEMA 3fR CAPS GLOBAL POSITIONING SYSTEM PROTECTION FOR CELL SITES•.AND 3.01&10.002'SITE RESISTANCE TO EARTH < e 24'x24•xB•WITH COL DOWN SPOOL AND SCREW-IN TESTING•.ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL COVER. MOUNT ENCLOSURE TO EXISTING ICE BRIDGE Typ. TYPICAL CODES,AND THE NATIONAL ELECTRICAL CODE(NEC). C POST. WHEN ENCLOSURE REQUIRED,USE ENCLOSURE DWG DRANINO SCALE: 22"X34"SHEET 1"= 3' 9.UNLESS NOTED OTHERWSE,ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN FOR OC TRUNK PASS THROUGH. GROUND TO EXISTING BCW BARE COPPER WIRE EXOTHERMIC WELD. EXTERIOR GROUND SYSTEM. BFG BELOW FINISH GRADE SCALE: 11°X17°SHEET 1•=6N tO.RESISTANCE TO EARTH TESTING IS REWIRED PER AT&T STANDARDS ON ALL NEW SITES. Ae rartn 4. ROUTE ALL PROPOSED CABLING ON EXISTING CABLE PVC POLYVINYL CHLORIDE IN.: LADDER. ACTUAL ROUTE ON DRAWINGS MAY VARY FROM CAB CABINET mmenW FIELD LOCATION OF EXISTING CABLE LADDER. C CONDUIT 5. INSTALLER SHALL PROVIDE ALL NECESSARY CONDUITS SS STAINLESS STEEL Ty AND INSTALLATION REWIRED FOR A COMPLETED c GROUND UNDERGROUND EQUIPMENT _ INSTALLATION AND SHALL COMPLY WITH EQUIPMENT AND AMERICAN WIRE GAUGE SERVICE ALERT MANUFACTURER'S INSTALLATION REQUIREMENTS. RGS RIGID GALVANIZED STEEL SITE PLAN AHJ AUTHORITY HAVING JURISDICTION INNnNGY ENGINEERING HAS NOT CONDUCTED AN 6. INSTALLER SHALL PROVIDE ALL STRAIN REUEF FOR ALL T1WA TOWER TOP LOW NOSE AMPLIFIER ELECTRICAL LOAD STUDY FOR THIS SIZE CALL TOLL FREE CABLE ASSEMBLIES ROUTING To S THE ANTENNAS CONTRACTOR IS TO VERIFY EXISTING ELECTRICAL 1-800-982-7962 Np n mev UTILIZATION OF HOISTING ERNS ON ALL DC POWER AND UNLESS N LOADS PRIOR TO CONSTRUCTION TO ENSURE (HERE FOUR OPTIC CABLES SHALL ff UTILIZED. EMT ELECTRICAL METALLIC TUBING IS AMPLE SERVICE AVAILABLE TO ACCOMMODATE THREE WORKING DAYS BEFORE YOU DIG AOL ABOVE GROUND LEVEL THE EMSONG AND PROPOSED MU11-VENT. C4 nug NDgs INFINIGY ENGINEERING HAS NT EVALUATED THE 1. EXISTING CONDITIONS INFORMATION BASED ON TOWER OR MOW LOADING FOR THIS SITE.ANDASSUNRS NO RESPONSIBILITY FOR ITS STRUCTURAL INFORMATION PRONGED 70 WFlNICY. INTEGRITY REGARDING ITS.DUSTING OR PROPOSED - - - - 2 THESE DRAWINGS DO NOT REFLECT AGE GO 'Y OF LOADING FINAL INSTALLATION TO COMPLY WITH - EXISTING OR ECnONS.PROPOSED ANTENNA MOLRUS,MOUNT RESULTS OF PASSING STRUCTURAL ANALYSIS NNOTINACCEPT LIABILOR ITY ANY OFTHESE I STRUCTURAL 6r" .. ELEMENTS. 111 £ 1' ROUTE ALL PROPS CABLING ON DUSTING CABLE LADDER ACTUAL NOIRE ON DRAWNGS MAY VARY FROM ey FIELD LOCATION OF EXISTING CABLE LADDER. 4. INSTALLER SHALL PROVIDE ALL NECESSARY CONDUITS AN CIRCUITS AS REOURED FOR A COMPLETED INSTALLATION AND SHALL COMPLY WITH EQUIPMENT T^ MANUFACTURER'S INSTALLATION REQUIREMENTS. � .�}p�} .. _ .. .. _ S INSTALLER SHALL PROVIDE ALL STRAIN RELIEF FOR ALL ®�i./J a &t CABLE ASSEMGUES ROUTING TO THE ANTENNAS. UTIUZATION HOISTING CHIPS ALL DCPOWERAND FlBER OPTIC CABLES SHALL BE UTIUZED. OF o � OH PROOSED AT&T PAAEL ANn3Wbl(TIP. PROPOSED AT&r RPUS-J2 O`(2)PER SECTOL(J)SFCI RS TOTAL) - N CI 1 ' BBB(Tw..OF(I)PER MWO5ED AF&r RRUS-M 82(TIP.aT 0, SECTOR(3)SECTORS M7 (1)PER SECRR,(J)SECTORS TOTAL) RF .tLE� `�`• EXISTING AT&T PANEL ANTENNAS EIISTINO AT&T COMBINER TO REMAIN(TYP.OF To REMAIN(TYP.OF(2)PER (1)PER SECTOR,(3)SECTORS TOTAL) SECTOR,(J)SECTORS TOTAL) DUSTING AT&T INA TO REMAIN(TYP.OF �h a (1)PER SECTOR,(3)SECTORS TOTAL) .. PRCWO.YD AT& ARMED AT&T BN 4478(M...Or n (TYP LIF(1)PLTP SECmR '0)Fm SECTOR(J)SECmRs TOTAL) (Jr)SECRRS IOTA(). PROPOSED AT&r DCB SMAD MOUNTED DUSTING AT&T OCS .� Tip TO DUSIM TDRER LEGS(TIP.Or 2) SQUID TO Q DI e enusr. �p 0�e EUSTINC �aeaao GUYED TONER py.d FA#10000059 �i BARNSTABLE I 870801 PROPOSED Ar&T(1)ETHER CABLES TNIOMSTREET AND(4)DC GIBIES M BE ROUTED REST BARNSTABLE.MA 02e32 - : WITH EAISDNG AT&T CABLES n.pena FQ 0 Beg ul � mmn�e fROVND IEVEI m ELEVATION t TOWER ELEVATION VIEW VIEW 10 S ' e IA++ro Mne. C5 00 Air EAIMG AT&T RRUS-32 822 ?' (TTP�(I)PER SECTOR (J)SECI4PS mTAL) EXISTING QIYED TOTTER �� Z 3�SnD IV DC6 SOW MOUNTED 70 EXISTING AT&T RRUS-11 TO PROPOSED AT&T PM21 EXISTING GUYED TOMB �j REMAIN((YP.OF OR PER ANI➢OG(M.LF(2)PER ata SECTOR.(J)SECTORS TOTAL) SECTOR(J)SECRETS mT �\ ''. ..�. AT&T RRUS-J2 .• OF 7 GAMMA '' EXSTING AT&T RRUS-11 TO BE ��CqNL B68(nP.OF(I)PER 2� REuoVED(TYP.Or(1)PER jp SECTOR(J)SECIOPS miAL) ?� EXISTING AT&T PANEL ANTENNA A SECTOR,(3)SECTORS TOTAL) H S. TO BE REPLACED(TYP.OF(1) � EXISTING AT&T RRUS-11 TO .n C PER SECTOR,(3)SECTORS TOT —� ' - _ > REMAIN(TW.of(1)PER rr SECTOR.(3)SECTORS TOTAL) No.. - asap ;. I PROPOSED Ar&l 814 4478(M.OF SS/ !1G . EXISTING Ar&T O CD (I)AER SEC=(J)$Erm mrAt) SQUID TO REMAIN > DUSTING AT&T DCD SQUID TO BECALM J - ,. EXISTING AT&T PANEL ANTENNA EXISTING AT&T PANEL ANTENNA TO REMAIN SE OT(2)PER ��� TO REMAIN(TYP.EC OF(2)PER SECTOR,(3)SECTORS TOTAL) SECTOR,(3)SECTORS TOTAL) NQIESL PROPOSED ATBT RRUS-.T2 a Pam ra�mn. ALL ANTENNA AZIMUTHS MUST BE CORRECT (TIP.OP(I)PER SECTOR UPON COMPLETION OF CONSTRUCTION (J)SECm s m7AL) oe.Vnm:_em_um �• fJaaee:�_Ilub _ CONTRACTOR TO GROUND ALL EQUIPMENT P,geanunam: 1 ANTENNA ORIENTATION PLAN (EXISTING) AND MOUNTS IN ACCORDANCE N1TH 2.. ANTENNA ORIENTATION PLAN (PROPOSED) MANUFACTURER'S SPECIFICATIONS \�-- Ml JU bGALL w�pem•. CALLED NORTH CALLED NORTH FA#10000059 EXIS77NG AND PROPOSED ANTENNA, 7MA AND DIPLEXER MODEL NUMBERS BARNSTABLE EXISTING/ ANTENNA PROPOSED RRU AND CABLE SCHEDULE SECTOR PROPOSED BAND ANTENNA �HEIGHT AZIMUTH TMA RRU CABLE - 870801 SECTOR FIBER TRUNX SINGLE FIBER JUMPER DC 3-PAW DC 1-PAIR JUMPER RRU'S EXISTING --- Boo 10121 249-0• 30' (z)LCP/7201 -- FIBER WEST 7RO MAM PROPOSED -- HP4-69P-BW-R8 1I8'-0• JO' __ (1)(P)RRUS-32 82 �g ALPHA (I)((PE�)RRUS-11p� (1)(E)RRUS-II (i)SM (2)f298' (1)I(P)RRS3-2 ex ALPHA pp PROPOSED -- EPBO-BSK&I6-L2 2{B•-O• JO• - (tl(P)Mr—=(U(P)BI{NTa Fl� (E(t)(P)BST+1�{78� (Q(P)A __M B6e EE p EXISTING — .80010121 248'-0' 30• FIBER (1)(E)RRUS-11 (4)3298 (L)((P) EXISTING -- 800 10121 248'-0' 150' (2)LGP 17201 __ FIBER BETA (I),3298� (l)yL ° (2)3298' (1)(P)RRUS-32 Bx V (T)(P)WNS-32 Eire gg (1 8B � EXISTING — 80010121 248'-0' ISO' -- --- FIBER (P)B I4 4qe moll! BETA PROPOSED — EP80-6571BRB�L2 2!8'-0• I60• — (1)M�-T2(1)(P)914 4474 BETA '(E)IlP RRUS-32 0 . (1)(P)RRUS-J2 BBBFJM (1)Su (2)32s8' (1)(Pl�-32 82 0)(P)RRUS-32 BOO trsilnp e PROPOSED 58NRH-108SA 248'-0• I60' (t(I)P)RRUS-32(E)RRUS-11� FIBER (1))(P)BI{4478 - "CAB1E LENGTH PER CROW APPLICATXN(OOVTRACRLP TO YFAITY) O01 EXISTING B00 10121 246'-0' 270' (2)LCP 17201 -- FIBER ezaene PROPOSED -- S9NW-IDS5A 249'-0• 2m• — (I p(P)RR Rl-US T32 nazR _ ANTENNA GAMMA (I)(P)RRLES_SZ(1)(P)814 4474 ORIENTATION PROPOSED -- EP80-Bsf(6716-f2 24B'-0• 2m• -- (1)(P)RRUS-J2 866 �W EXISTLNG — 800 10121 218'-0' 270• — -- FIBER /_3 mme. �RF EQUIPMENT SCHEDULE 7.4 - MOUNTING PIPE 1244' (CONTRACTOR TO CONFIRM) inn 6 Z atm •yluv♦y 9:i• 12' I u T1 7.1• ns• Q� JOH NS -.G SIDEHEAR 74P 2k im CI.I _ MANUFACTURER STANDARD FB4MI '�� MOUNTING BRACKET KMW MODEL NO.: EPBQ-654L8H6—L2 9oTcrsTEt+Eo ANDREW MODEL NO:: SBNHH-1D85A F � R 1S-32 SPECIFICATIONS RADOME MATERIAL ASA RADOME MATERIAL GSA • HXW,(INCHES):27.56'X12.44X7.4' RADOME COLOR: LIGHT GRAY,RAL 7035 RADOME COLOR: LIGHT GRAY,RAL 7035 DIMENSIONS,HZW7A: 95.8'x12.0'x9.1' WEIGHT(LGRA:SS12 WEIGHT W DIMFN9W5,HxWA: 55.6'x11.9'x7.1' WE GHT, II • COLOR:GRAY PRE-MOUNTED BRACKETS 98.3 LBS PRE-MOUNTED BRACKETS }3,5 LEIS CONNECTOR: ax 7-16 DIN FEMALE CONNECTOR 4x 7-16 DIN FEMALE t ERICSSON RRUS-32 DETAIL aT To Sa 2 ANTENNA DETAIL -- NOT TO SCALE 3 ANTENNA DETAIL __ Nor To SCALE moo.. PRO 1 -EXISTING PIPE MOUNT pd0tl�' SUPPRESSOR POSED RESSORBER INTERFACE 6 DC SURGE (CONTRACTOR TO SUPPRESSOR'SQUID'.RAYCAP PART VERIFY) FAq 10000059 NUMBER:DC6-48-60-18-8F.MOUNT ON E3 SECTOR NEAREST TOWER EXIT PORT ON BARNSTABLE PROPOSED 9" ANTENNA OR VERTICAL MAST RADIO 4478 870801 PROPOSED MOUNTING 749 fb11H 51REET MANUFACTURER STANDARD BRACKET(TYP.) W'ESTBARMAEIMMAU7432 MOUNTING,BRACKET wep.pp rrr ig MOUNTING PIPE (CONTRACTOR TO CONFIRM PROPOSED yy ?kp@ l li• PROPOSED RRU ANTENNA(TYP.) y 5 all ar l ra��o I 1 7.1• 11.9• 11' ill , O a Em REAR Y°� PROPOSED MOUNTING : ��LWWACTURER STANDMD BRApcEf(TTP.) M MOUNTING CC MODELNO. HEA&M—BUU—H6 tnA.sr x•Oat[aa�MOUNTING PIPE11 - (CONTRACTOR TO CONFIRM) _ RADOME MATERIAL: ASA RADIO 447•�a{ICJl101S NES TO ANTENNA moene RADOME COLOR: LIGHT GRAY,RAL 7035 • HXWXD.(INCHES):TBD 'DC POKER AND FIBER OPTIC @nl•Tm DIMENSIONS,HW&*D: 723•x14.4'x7.3' WEIGHT(LBS):59.5 TRUNK CABLES FROM GROUND00 WEIGHT.W/ COLOR:GRAY MOUNTED EQUIPMENT 00 EQUIPMENT PRE-MOUNTED BRACKM- 429 LBS CONNECTOR 6x 7-16 DIN FEMALE SIDE DETAILS I ANTENNA DETAIL \ERICSSON RADIO 4478 DETAIL 6 SQUID DETAIL o,..xo m•,�ev __ NDT TO SCALE -- ��AN oNNA MOU 4NTING DETAIL -- C7 I CABLE MARKING LDCATIONS TABLE NO, - LOCATIONS .. - S'AAK mORCaORJC R �TION NO r• ` ' O EACH TOP JUMPER SHALL BE COLOR CODED WITH ONE(1) 1.SECTOR OPoFNTATION/AZIMUTH WILL VARY FROM REGION AND IS SET OF 3'WIDE BANDS SITE Sp REFER TO RF REPORT FOR EACH SITE TO DETERMINE g EACH MAIN COAX SHALL BE COLOR CODED WITH(1)SET OF THE ANTENNA LOCATION AND FUNCTION OF EACH TONER SECTOR FF1) 3'WOE BANDS NEAR THE TOP OF THE JUMPER FACE 7_ a CONNECTION AND WTH(1)SET OF 3/1'WIDE COLOR 2 E%CFPTTIN IOCA WS COAX SMALL BE INHERE ENNROMLEN WNµDI11aL5 CAUff ` �a SANDS,UST PRIOR TO ENTERING THE BTS OR TRANSMITTER A BUILOING DCB-48-0-I8-81F PHYSICAL DAMAGE.THEN PHYSICAL TAGS ARE PREFfliRED. D Q3 CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER 3.THE STANDARD IS BASED ON EIGHT COLORED TAPES-RED,BLUE, ' M GREEN,YELLOW,ORANGE,BROWN,MITE AND VIOLET.THESE TAPES ALL BOTTOM JUMPERS SHALL BE COLOR CODED Wi7H(I)SET =A CABLE MUST BE 3/4'WIDE AND UV RESISTANT SUCH AS SCOTCH 35 NNYL _ OF 3/4'WIDE BANDS ON EACH END OF THE BOTTOM JMPER .. RRU RAYCAP ELECRAVAILABLE'CAL TCOLOR OODING TAPE AND SHOULD BE O THE ELECTRICIAN OR SUBCONTRACTOR READILY INF 5 ALL BOTTOM& ERS SMALL BE DOLOR CODED VLM(1)SET. 6 3/4'WOE EMUS ON EACH EN OF THE BOTTOMJUMPER 4, N STE. USING COLOR BANDS ON THE CABLES MARK ALL RF CABLE BY d"A' SECTOR AND NUMBER AS SHOWN ON'CABLE MARKING COLOR �i ad SECTOR RBER CONVENTION TABLE'. COI:NECTIONS c 5.WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A �•••Wy4• SHARED UNE BETWEEN GSM/3G MMA IS ENCOUNTERED,THE .••y�ET'• J�•• SUDCONTRACTOR SHALL REMOVE THE COLOR CODING SCHEME AND • - C�•• REPLACE IT NTH THE COLOR CODING AND TAGGING STANDARD A= OH SECTOR AN EXISTING SEC10R ANTENNA ERICSSON REIS 68U1 IS OUTLINED IN THE CURRENT VERSION OF THE STANDARD. EV N LTE BBU ABSENCE OF AN EXISTING COLOR CODING AND TAGGING `S ... WHEN INSTALLING PROPOSED COAXIAL CABLES,THIS OIIUE cl L . - TOP&&PER CABLE(TYP) 20 TO 24 AWN AWN - SHALL BE IMPLEMENTED AT THAT SITE REGARDLESS OF BE �• XMPOR CABLE(TYP) CABLE(m) _ 6.ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHALL BE A O �d•(;USTELAE� h�Q 66 ALARM BLOCK OF(3)THREE WRAPS Q TAPE AND SHALL BE NEATLY TRIM AND �l�,• (SY OTHERS) - SMOOTHED OUT SO AS TO AVOID ANY UNRAVEUNG. RET CABLE 7.ALL COLOR BANDS AS AT THE TOP OF THE TOWER SHALL BE A MINIMUM IF 3'WIDE,AND SHALL HAVE A MINIMUM OF 3/4'OF CABLE - SPACE IN BETWEEN EACH COLOR. - S ALL COLOR CODES SHALL BE INSTALLED AS TO AUGN NEATLY WTH ONE ANOTHER FROM SIDE TO SIDE (6 AWI; 9.IF EXISTING CABLES AT THE STE ALREADY HAVE A COLOR CODING �\ALARM BLOCK CONNECTIONS SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED SECTOR(ROUND SECTOR RRU BARrAWG WHERE RED. �_/STP�,RR�- W11H THE G41 TECHNOLOGY,THE EXISTING COLOR CODING SCHEME SINGLE PAR SHALL REMAIN UNTOUCHED. Dar ALARM CABLE TO JB AWC .. nea:-Ait oW ALPHA SECTOR ONLY- BLE CABLE MARKIRG TAG& NnIJr. DC SURGE(WITHSUPPRESS6V GROUND WHEN USING THE ALTERNATIVE LABELING METHOD,EACH RF CABLE A0D00° INTERFACE(WITH Dw) anc mrSHALL BE UEN1D7E7)D 5L1TN A uETAL m TAC MADE OF STAME55 STEELTYP) OR BRASS.THE TAG SMALL BE 1'I-I/2'IN DIAMETER WITH�' STAMPED LETTERS AND NUMBERS INDICATING THE SECTOR,ANTENNA FAtI 1000ODS9 POSITION.AND CABLE NUMBER.THE I)MARKING LOCATIONS SHOULD ROUTED TO WE NEST COAX(TYP) BE AS PER'CABLE MARKING LOCATIONS TABLE'.THE TAG SHOULD BE BARNSTABLE OROUNIX BAR OR CONTINUE - ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE DONN TO THE GROUNDING SAME LOCATIONS AS DEFINED ABOVE THE TAG SHOULD BE LABELED NNG MAN COAX S MORE THEN 200' AS SHOWN ON THE'GSM AND LIMES LINE TAG'DETAIL B70BO1 (TWIN AT MIDPOINT OF THE TOWER 749OAKSTREET ROUTE TO�� AND AS REOURED BY SCOPE W£Sr BARNSTASLEMA02632 FIBER TRUNK GROUNDING 11gvoE F¢ pp TRUNK TO EXTERI ENTRY FIBER COL _ PORT GROUNDING BAR ANTENNA ANTENNA ANTENNA 3 JJANTENN � ANTENNA ANTENNA V Ody"rl RRU MAST ORU MAST N7U MAST aC ib ETOSIWO GROUND RING w SEAIIIOIT � a� SRCE 8L@N � R SIIPPRES90N ; INTERFACE k ARRESTOR(719) ANC(71P.) 12 BOW(TYP.) 559 (IF APPLICABLE) `-ftgNE'TO WEAKEST OND BAR ONO BAR ODSDUI GND GROUNDING BAR AMD/RIR BIAS-T (ate) (ate SDUD (DOSE)GEE) WIRRE REOOSD NEAR - AD NDTF.D ANTENNAS NEAR WCSSON - ARIFNNAS p•y; RBfi 6601 AN,14 l\ AAOFR CABLE _ TO NGAESf (TYP) v BCW(M.) Tm. GROUNDING BAR GHDSCHEMATICS, (CI BAR DIAGRAMS AND I - (CIDDE) WITHOUT DINSULATORS EQUIPMENT NOTES T CABLE MARKING LOCATIONS DIAGRAM 3 SCHEMATIC DIAGRAM GROUNDING SYSTEM — Z ..SR OF 4 9•. g OH S. �,.• E NS Cl • aue.n, nnam,.a .mem.� ame•n.o nm.no.r .m.m. mn.e � �mem., .u,emu, meem,.n ameru. 1 q �. 7,._e. .. e _ i y�d�eGISTIVA EPE� as 0 -,`I��s ti r ra.J r biJ 1 i 1 (�d::.:fe.`d'Q!• ;r,R..r"':J:r:,rw; �t...-_w rf+, r.za::.;+a. � ".:."=;-f f k• n..._'-t:wti�� �, ten_ - na.e xu,ea FAN9 i BARNSTABLSTABLE .�Y 870801 5S. I y {'4'nq �1y ICJti .+'l kyplFj( ® W64f BnwY3fABlE Mn Ot. 897 Ti: BLNI t_• � F �diA 2r.C �wvaar. - ALPHA SECTOR BETA SECTOR GAMMA SECTOR PLUMBING DIAGRAM t ANTENNAAQWPMENT SCHEMATIC N.m. ro 0 C.8 CROWN Crown Castle C CASTLE 3 Corporate Park Drive,Suite 101 Clifton Park,NY 12065 June 1, 2015 VIA FEDEX Brenda Coyle Town of Barnstable Building Division 200 Main St I Hyannis, MA 02601 RE: Building Permit Fee: 749 Oak St—TMUSMABSTN0002- 870801 Dear Ms. Coyle, Please find enclosed the Building Permit fee of$182.00. As discussed, can you please fax me a soft copy of the permit to: 724-416-6581. The fax will go directly to my email inbox so a cover letter is not required. The original can be mailed to the above address. If you require any further information please contact me as soon as possible. Regards, �n Will Stone 518-373-3543 william.stonega crowncastle.com Area Real Estate Specialist The Foundation for a Wireless World. CrownCastle.com I 1 I 1 - � 1 I c I I d 1 I C', t 1 d rt o 1 I ro a z I I w 1 I I I I 1 9E I 1 1 I o I 1 n 9E I 1 n 1 c 0 I I O 0 � I 1 na I t:,.e I v C I O I c co I I o v CV I E-- $ , CV a0 d I CL 1 I oov P 1 I mzo I I - I I w w w I I I i I I •$ � 3S 1 ^J ti I I o ZUJ c t C I 0 g ?� o c 1 o I '0:Q 8 q e7 e p g ` Ngg -- CA o I Ir U V rr3 �• 1 � I w E "' '6 fS � � � � � � y 7 � C5 a c I d- I m w o Tn C gQ pp yp� P CV I •- r— ro o D I rn I E U CT I I O I I my I I n 3 u o c u • oo'd at' C-4 I I c u I I v Id x I I mzw I I �•-mui 1 x I cwwui I T 1 m E v I E I Of \ I I M I -� re --z I r— I em TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #cW)S D/7 0 Health Division vSIZr/ o Date Issued Conservation Division Application Fee 16 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board n -Historic - OKH _ Preservation/ Hyannis -Project Street Address 7 y 017 K Sr Village Owner J�-��CU M., 1 L�F A�Q�,J �( � Address Telephone 1;-I Y- 2n-7 3—3 S-Y 3 Permit Request JN;s m-cc_ Ci Q M.ev' A uTjr WNA 6 ) (IDASC L 1 6i-e (1 1_4-/Da0V& Cgs/N�i 1�v�ii�� �yXlS� J�- �CS�l /�GDNI ®ems i of (3) W d s a aro.�1 G Q.s CV_"►%Z 4-c 6 pic-ce Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new r Zoning District Flood Plain Groundwater Overlay Project Valuation42611)00 dv Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structurd 41 years Historic House: ❑Yes �fNo/ On Old King's Highway: ❑Yes 'N'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ►,gasement Finished Area (sq.ft.) z�li �Q- Basement Unfinished_Area (sq.ft) � Number of Baths: Full: existing_ new Half: existing ` new ��. Number of Bedrooms: e;;�_ existing —new A/ Total Room Count (not including baths): existing new Nl� First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:10 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: e/, Zoning Board__o��f Appeals Authorization ❑ Appeal # Recorded ❑ ❑Commercial 'Yes ❑ No If yes, site plan review # Current Use �L Cf1.!'1 Proposed Use GfZ.t C"a�" APPLICANT INFORMATION -_.(BUILDER OR HOMEOWNER) i Name i l-rFE Telephone Number O / �� �0 C S3 Address 2 }" �. ��, 6S \��6Acense # 0 S_ n cc I J Home Improvement Contractor# Email fr0WJeki571/,-.Con Worker's Compensation # `7 ):2— 0, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO —M,4—,,sAZ STD Q.J SIGNATU DATE �' 1, l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED • f a< MAP/PARCEL N0. r' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME A INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` ' i Town of Barnstable • aARNsz"LE. ' BAMSTABLE Regulatory Services � TED `�A Richard V. Scali,Director 1fi79-101i 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 May 26, 2105 Light Squared Wireless c/o Crown Castle Mr. William E. Stone, Agent 3 Corporate Park Drive, Suite 101 Clifton Park, NY 12065 RE: Site Plan Review 010-15 Crown Castle for Light SquaredWireless 749 Oak Street, West Barnstable Map 215, Parcels 215-015-002 Proposal: Removal of 3 MW dishes and installation of 1 Omni whip antenna at an AGL of 291 feet. Installation of 1 equipment cabinet inside existing indoor equipment building. No changes are proposed on the ground. Dear Mr. Stone: Please be advised that the above proposal has received an administrative approval subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled"LightSquared Site Name: Cape Cod 1 —Lightsquared Site Number: TMUSMABSTN0002; Crown Castle BU#: 870801 Crown Castle Site Name: Barnstable (Oak Street)"by Tectonic Engineering Consultants,NY, Mass. stamp Steven M. Matthews, Civil Engineer, dated 2/13/15, 5 Sheets. • A building permit depicting the removal of 3 MW dishes and replacement with 1 antenna will be required. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner' Stone, William From: Perry,Tom <Tom.Perry@town.barnstable.ma.us> Sent: Thursday, May 21, 2015 10:04 AM To: Stone,William Subject: RE:749 Oak St- Crown Castle-LightSquared Application- 870801 The e-mail is fine -----Original Message----- From: Stone, William fmailto:William.Stone(&crowncastle.com] Sent: Thursday, May 21, 2015 9:58 AM To: Perry,Tom • Subject: RE: 749 Oak St-Crown Castle-LightSquared Application- 870801 That's great.Thank you Tom. As I mentioned the total count will decrease by 2. Do I need anything official or can I submit the BP application with this email? Regards, WILL STONE Real Estate Specialist T: (518) 373-3543 1 M: (518) 210-0495 CROWN CASTLE 3 Corporate Park Drive, Suite 101, Clifton Park, NY 12065 `4 Crown Castle.com From: Perry,Tom [mailto:Tom.Perry(&town.barnstable.ma.us] Sent: Thursday, May 21, 2015 9:57 AM To: Stone, William Subject: RE: 749 Oak St-Crown Castle-LightSquared Application- 870801 Bill, 11 _ have looked at-this and as long as the number of devises on the tower remains the same I'm ok with this proceeding to building permit. i Thanks;TP -----Original Message----- From: Stone, William fmai Ito:William.Stone(&crowncastle.com] Sent: Thursday, May 21, 2015 8:47 AM To: Perry,Tom Subject: 749 Oak St-Crown Castle-LightSquared Application- 870801 Mr. Perry, On May 7th I submitted an Administrative Site Plan Review application for this tower at 749 Oak St.The purpose is to install(1)Omni antenna. After speaking with Ellen about this site, it was determined that if f we propose to remove an antenna off as to not increase the total quantity of antennas,an administrative approval would be appropriate. In this case we are removing (3) unused MW dishes and installing only the (1)omni antenna. Can you please let me know if you've reviewed the material and made a determination yet? Please feel free to call me with any questions. �Y CORPORATE OFFICE Mountainville,NY (800)829-6531 Practical Solutions,Exceptional Service 36 British American Blvd.,Suite 101 (518)783-1630 FAX:(518)783-1544 Latham,NY 12110 www.tectonicengineering.com Tammy Nosek Crown Communications NY 3 Corporate Park Drive, Suite 101 Clifton Park, NY 12065 I March 10, 2015 RE: STRUCTURAL ASSESSMENT REPORT PROPOSED OMNI ANTENNA INSTALLATION EXISTING 420-FOOT GUYED TOWER LIGHTSQUARED SITE NAME/NUMBER: CAPECOD 1/TMUSMABSTN0002 CROWN CASTLE SITE NAME: 87080 1-BARNSTABLE (OAK ST.) TECTONIC W.O.: 6478.27 Dear Ms. Nosek, This structural assessment report is in regards to the proposed omni antenna installation at the aforementioned site. Tectonic Engineering and Surveying Consultants, P.C. (TECTONIC) performed a visual inspection of the guyed tower on February 6, 2015. In addition the following information was reviewed as a part of this assessment. • Structural Analysis Report, "420 Ft Guyed Tower Structural Analysis Report, LightSquared Co-Locate," by Crown Castle, dated January 28, 2015 •. Steel Products Selection Guide, "Stand-off Bracket with Antenna Mounting Pipe, Part Number: S-400, Description: 48"(1.2 m)With 32" Mounting Pipe," by Andrew Solutions Based on the documents referenced above, the proposed LightSquared antenna configuration consists of one (1) new omni antenna. The proposed antenna will be mounted on a proposed stand-off mount that will be mounted directly to the existing tower leg. The following table shows the proposed antenna configuration: Proposed Antenna Loading: Ant.Tip Wind Height Quantity Antenna Model No. Area(ftZ) Weight(Ibs) 299' 1 Kathrein 75010074 1.45 17.63 Based on our review of the loading and the proposed mounting components, the proposed mount is adequate to support the proposed omni antenna installation. PLANNING . ENGINEERING . CONSTRUCTION AND PROGRAM MANAGEMENT An Equal Opportunity Employer Practical Solutions,Exceptional Service As a result of this analysis we can safely conclude that the proposed stand-off mount has sufficient capacity to accommodate the proposed LightSquared omni antenna installation. This assessment is based on the proposed installation, the existing structural conditions at the time of the site visit, and the most stringent criteria of the Massachusetts State Building Code, and ANSI/TIA-222-G-2005 "Structural.Standard for Antenna Supporting Structure and Antennas This structural assessment is based on a visual inspection of the existing guyed tower and a review of the documents noted above. The contractor shall field verify all existing conditions and notify the design engineer of any discrepancies prior to the installation of the proposed. equipment. It has been a pleasure working with you on this project. Should you have any questions, please do not hesitate to contact us. Sincerely, G Tectonic ,, c9 CivIL coo NO.47641 i Aaron C. Pike, EIT teven M. s, P.E., LEED-AP Staff Engineer Manager of Engineering I' CROWN Date: January 28,2015 CCCASTLE Adam Winters Crown Castle Crown Castle 2000 Corporate Drive 3530 Toringdon Way,Suite 300 Canonsburg, PA 14317 Charlotte, NC 28277 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: UghtSquared Co-Locate Carrier Site Number: TMUSMABSTN0002 Carrier Site Name: Capecod 1 Crown Castle Designation: Crown Castle BU Number: 870801 Crown Castle Site Name: Barnstable(Oak St.) Crown Castle JDE Job Number: 314876 Crown Castle Work Order Number: 999610 Crown Castle Application Number: 272927 Rev.4 Engineering Firm Designation: Crown Castle Project Number: 999610 I Site Data: 670 Oak Street,WEST BARNSTABLE,Barnstable County,MA Latitude 41°41'20.09,Longitude-700 20'47.06" 420 Foot-Guyed Tower Dear Adam Winters, Crown Castle is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 999610, in accordance with application 272927, revision 4. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: LC5: Existing+Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and 2009 IBC as amended by the 2010 Massachusetts State Building Code,Eighth Edition,based upon a wind speed of 120 mph 3-second gust. Exposure Category C was used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Brad Gruszecki, E.I.T./MRP Respectfully submitted by: ����0 Pdg�s�cy AAR N C. G� Aaron C. Poot, P.E. - PCCT -4 Manager Engineering U No 1�g7 G0 0 tnxTower Report-version 6.1.4. a January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610, Application 272927, Revision 4 Page 2 TABLE OF CONTENTS 1) INTRODUCTION i 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2- Existing Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 3 1) INTRODUCTION This tower is a 420 ft Guyed tower designed by Central Tower, Inc. in August of 2000. The tower was originally designed for a wind speed of 100 mph per TIA/EIA-222-F. The tower has been modified per reinforcement drawings prepared by Crown Castle, in April of 2013. Reinforcement consists of addition of secondary horizontal members between elevations 200'-220', 240'- 280', and 300'-320', and full-pipe reinforcement from 220'-240'. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 120 mph with no ice, 40 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C. Table 1 -Proposed Antenna and Cable Information Center Feed Mounting Line Number Antenna NumberLine Antenna Model of Feed Level(ft) Elevation' of Manufacturer. Size, Note (ft) Antennas Lines (in) 295.0 1 kathrein 75010074 291.0 _ - 1 1-5/8 - 291.0 1 tower mounts Side Arm Mount[SO 309-11 Table 2 -Existing Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 412.0 4 miscl DIELECTIRC TUP-C4 409.0 4 1 miscl DIELECTIRC TUP-C4 405.0 4 miscl DIELECTIRC TUP-C4 387.0 1 402.0 3 miscl DIELECTIRC TUP-C4 1 6-1/8 1 399.0 3 miscl DIELECTIRC TUP-C4 396.0 3 miscl DIELECTIRC TUP-C4 387.0 1 tower mounts Side Arm Mount[CO 301-1] 379.0 1 scala OGD6-905/945 373.0 1 gabriel electronics GHF4-23A 1 1-1/4 1 373.0 1 tower mounts Pipe Mount[PM 601-1] 1 1/2 1 tower mounts Side Arm Mount[SO 305-1] 355.0 1 shively labs 6014-2 345.0 1 1-5/8 1 345.0 1 tower mounts Side Arm Mount[CO 301-1] 342.0 1 decibel ASP-973 335.0 1 gabriel electronics GHF4-23A 1 1-1/4 1 335.0 1 tower mounts Pipe Mount[PM 601-1] 1 1/2 1 tower mounts Side Arm Mount[SO 306-1] 334.0 1 334.0 1 - - - 1 1-1/4 1 2 315.0 1 rfs celwave BMR12 305.0 1 1-1/4 1 305.0 1 tower mounts Side Arm Mount[SO 307-1] 273.0 298.0 1 eri MPX-6C 1 3 1 273.0 1 tower mounts Side Arm Mount[CO 301-1] tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 4 Center Feed i Number Number Mounting Line Antenna Line f Of Antenna Model of Feed Note Level (ft) Elevation; Antennas Manufacturer Lines Size (ft) (in) 263.0 1 kreco CO-41A 1 7/8 257.0 1 257.0 1 0 tower mounts Side Arm Mount[SO 35-1] 1 1-1/4 254.0 1 254.0 1 - I - 1 1 1-1/4 1 2 6 ericsson RRUS 11 6 kathrein 782-10250 6 kathrein 800 10121 w/Mount Pipe 2 kmw AM-X-CD-14-65-OOT-RET communications w/Mount Pipe 12 1-5/8 248.0 248.0 1 kmw AM-X-CD-16-65-OOT-RET 2 5/8 1 communications w/Mount Pipe 1 3/8 powerwave 6 technologies LGP17201 1 raycap DC6-48-60-18-8F 1 tower mounts Sector Mount[SM 302-3] 240.0 1 kreco CO-41A 234.0 - 2 1-1/4 1 234.0 1 tower mounts Side Arm Mount[SO 307-1] 11 237.0 1 kreco CO-41A 231.0 231.0 1 tower mounts Side Arm Mount[SO 307-1] 1 Fl- /4 1 1 andrew KP6-176 218.0 218.0 1 1/2 1 1 tower mounts Pipe Mount[PM 601-1] 1 maxrad MYA-43012N . 216.0 216.0 1 7/8 2 1 tower mounts Pipe Mount[PM 601-1] 206.0 206.0 1 decibel DB292-A 1 7/8 1 1 tower mounts Pipe Mount[PM 601-11 199.0 203.0 1 decibel DB408-A 1 1/2 1 199.0 1 tower mounts Side Arm Mount[SO 304-1] 197 0 203.0 1 kreco CO-41A 197.0 1 tower mounts Side Arm Mount[SO 305-1] 187.0 194.0 1 eri 1105-2 1 3 1 187.0 1 1 tower mounts Side Arm Mount[SO 305-1] 180.0 180.0 - - - 1 7/8 2 175.0 175.0 1 tower mounts Side Arm Mount[SO 305-1] - - 1 170.0 179.0 1 andrew DB616E-BC 1 7/8 1 170.0 1 tower mounts Side Arm Mount[SO 305-1] F169.0 169.0 1 andrew KP4F-17A 1/2 1 169.01 tower mounts Pipe Mount[PM 601-11 155.0 163.0 1 decibel D6560-E 1 7/8 1 155.0 1 tower mounts Side Arm Mount[SO 306-1] 156.0 1 decibel ASP-973 1 andrew PL6-59D 1 7/8 150.0 150.0 1 tower mounts Pipe Mount[PM 601-11 1 EW52 1 1 tower mounts Side Arm Mount[SO 304-1] 144.0 144.0 1 andrew 1 134-105 1 1 JEW901 1 tnxTower Report-version 6.1.4.1 f January 28, 2015 i 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 5 Center I Feed Number ' Number Mounting. Line Antenna Line of Antenna Model of Feed Note' Level (ft); Elevation Antennas Manufacturer i Size (ft) N Lines (in) 1 tower mounts Pipe Mount[PM 601-1] 138.0 138.0 1 gabriel electronics HE4-180B 1 EW90 1 1 tower mounts Pipe Mount[PM 601-1] 1 gabriel electronics DRFB8-82SE 133.0 133.0 1 EW90 1 1 tower mounts Pipe Mount[PM 601-11 d I 129.0 129.0 1 decibel DB212-1 1 1/2 1 111.0 113.0 1 kathrein OGB4-900D - 1 _111.0 1 tower mounts Side Arm Mount[SO 304-11 100.0 100.0 1 andrew ASPG998 1 1/2 1 1 gabriel electronics_ SSP4-236 65.0 65.0 1 1/2 1 1 tower mounts Pipe Mount[PM 601-1] 1 channel master 1.2M 26.0 26.0 1 1/2 1 1 tower mounts Side Arm Mount[SO 301-11 1 channel master 1.2M 18.0 18.0 1 1/2 1 1 tower mounts Side Arm Mount[SO 301-1] 1 channel master 1.2M 16.0 16.0 - - 2 1/4 1 1 tower mounts Side Arm Mount[SO 301-1] 1 channel master 1.2M 14.0 14.0 1 tower mounts Side Arm Mount[SO 301-1] 1 1/4 1 Notes: 1) Existing Equipment 2) Abandoned Equipment,Considered in Analysis Table 3 -Design Antenna and Cable Information Center Number Number. Feed Mounting Line Antenna of Antenna Model of Feed. Line (ft) Level(ft) Elevation Antennas Manufacturer Lines Size(in) 420 420 1 dielectric TUP-C4-6-1 1 6-1/8 360 360 9 decibel DB810 9 1-5/8 330 330 9 decibel DB810 9 1-5/8 310 310 9 decibel DB810 9 1-5/8 265 265 1 generic 35' Broadcast 1 4 263 263 3 generic 15' Omnis 3 1-1/4 259 259 1 generic 10' Bogner 2 7/8 1 generic Omni 252 252 12 generic Panels 12 1-1/4 230 230 9 decibel DB810 21 1-5/8 12 decibel DB980 217 217 1 generic Dipole 1 7/8 216 216 1 generic 2-Bay Broadcast 1 4 200 200 21 decibel DB810 9 7/8 12 1-5/8 183 183 1 generic 12' Omni 1 7/8 182 182 1 generic 15' Omni 1 7/8 tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610, Application 272927, Revision 4 Page 6 Center Number Number. Feed Mounting; Line of Antenna Antenna Model of Feed; Line Level(ft)` Elevation!Antennas Manufacturer Lines ; Size(in) 181 181 1 generic Grid Dish 1 7/8 175 175 6 decibel DB810 6 7/8 12 decibel DB980 12 1-5/8 168 168 1 generic Grid Dish 1 1/2 162 162 2 generic Dishes w/Radomes 2 7/8 152 152 1 generic 12' Omni 2 1/2 1 generic 9' Omni 151 151 1 generic Dish w/Radome 1 1-1/4 145 145 1 generic 12' Omni 1 1/2 1 generic Dish w/Radome 1 7/8 144 144 12 decibel DB980 12 1-5/8 1 generic 12' Omni 1 1/2 137 137 1 generic 16' Omni 1 7/8 134 134 2 generic Dishes w/Radomes 2 7/8 132 132 1 generic Dipole 1 1/2 120 120 12 decibel DB980 12 1-5/8 100 100 6 decibel DB810 6 7/8 73 73 1 generic Omni 1 1/2 62 62 1 generic Omni 1 1/2 35 35 1 generic 0.50m Dish 1 RG 26 26 1 generic 1.75m Dish 1 RG 23 23 1 generic 0.75m Dish 1 RG 22 22 1 generic 0.75m Dish 1 RG 14 14 1 generic 0.75m Dish 2 RG 1 generic 1.2m Dish 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS I FDH/FTE 1 1409298 F CCISITES 4-TOWER FOUNDATION Central Tower, Inc. /FDH, Inc. 1409305 CCISITES DRAWINGS/DESIGN/SPECS (Mapping) 4-TOWER MANUFACTURER Central Tower, Inc. 2042906 CCISITES DRAWINGS 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA Crown Castle 3766360 CCISITES 4-POST-MODIFICATION Tower Engineering Professionals 3959655 CCISITES INSPECTION � I tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 7 3.1) Analysis Method tnxTower(version 6.1.4.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Section Elevation(R) Component T Size Critical F•P_allow Pass Fall No. ype' Element P(K) (K) Capacity' / L1 420-388 Latticed Pole Leg L4x4x5/16 1 -65.17 73.04 89.2 Pass L1 420-388 Latticed Pole Diagonal 1 16 -10.46 13.48 77.6 Pass L1 420-388 Latticed Pole 1x1/2 20 1.12 2.46 45.6 Pass Horizontal L1 420-388 Latticed Pole Top 1x1/2 8 0.13 2.46 5.5 Pass Girt L1 420-388 Latticed Pole 1x1/2 12 3.99 16.20 24.6 Pass Bottom Girt T1 388-380 Leg 2 1/2 121 72.60 188.72 38.5 Pass 56.5(b) T2 380-360 Leg 2 1/2 148 -96.89 167.37 57.9 Pass T3 360-340 Leg 2 1/2 193 -139.55 167.37 83.4 Pass T4 340-320 Leg 2 1/2 238 -172.98 167.37 103.4 PassZ T5 320-300 Leg 2 1/2 284 -178.20 206.09 86.5 Pass T6 300-280 Leg 2 3/4 347 -200.18 212.51 94.2 Pass T7 280-260 Leg 2 3/4 392 -221.36 252.39 87.7 Pass T8 260-240 Leg 2 3/4 455 -231.25 252.39 91.6 Pass SR2.75+Full HSS3.5x0.3 T9 240-220 Leg (Notched)(SR=50, 518 246.55 268.83 91.7 Pass HSS=46) T10 220-200 Leg 2 3/4 563 -229.84 252.39 91.1 Pass T11 200-180 Leg 3 1/4 626 -232.60 316.79 73.4 Pass T12 180-160 Leg 3 1/4 671 -236.01 316.79 74.5 Pass T13 160-140 Leg 3 1/4 716 -272.86 316.79 86.1 Pass T14 140-120 Leg 3 1/4 760 -305.05 316.79 96.3 Pass T15 120-100 Leg 3 1/2 805 -324.15 375.80 90 6(b)863 Pass T16 100-80 Leg 3 1/2 850 -338.04 375.80 90.0 Pass T17 80-60 Leg 3 1/4 895 -310.07 316.79 97.9 Pass T18 60-40 Leg 3 1/4 940 -261.01 316.79 82.4 Pass tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610, Application 272927, Revision 4 Page 8 Section Elevation(ft) Component Type. Size Critical. P(K) PIP-allow % i. Pass/Fall No. i Element (I� Capacity T19 40-20 Leg 3 1/4 986 -262.16 316.79 82.8 Pass T20 20-6.79167 Leg 3 1/4 1031 -260.20 316.79 82.1 Pass T21 6.79167-5 Leg 3 1/4 1061 -250.55 357.13 70.2 Pass 72.0(b) T22 5-0 Leg 3 1/4 1076 -287.91 361.70 79.6 Pass T1 388-380 Diagonal 1 147 -6.70 12.69 52.8 Pass T2 380-360 Diagonal 1 158 -3.76 11.48 32.8 Pass T3 360-340 Diagonal 1 207 -7.88 11.48 68.7 Pass T4 340-320 Diagonal 1 270 -7.62 11.48 66.4 Pass T5 320-300 Diagonal 1 297 -5.35 11.48 46.6 Pass T6 300-280 Diagonal 1 360 -7.07 11.56 61.2 Pass T7 280-260 Diagonal 1 450 -8.06 11.56 69.7 Pass T8 260-240 Diagonal 1 468 -8.31 11.56 71.9 Pass T9 240-220 Diagonal 1 527 -9.00 11.66 77.2 Pass i T10 220-200 Diagonal 1 617 -8.62 11.56 74.6 Pass T11 200-180 Diagonal 1 1/8 647 -7.72 17.44 44.3 Pass T12 180-160 Diagonal 1 1/8 682 -6.89 17.44 39.5 Pass T13 160-140 Diagonal 1 1/8 727 -9.35 17.44 53.6 Pass T14 140-120 Diagonal 1 1/8 802 -9.82 17.44 56.3 Pass T15 120-100 Diagonal 1 1/8 814 -5.73 17.47 32.8 Pass T16 100-80 Diagonal 1 1/8 863 -9.02 17.47 51.6 Pass T17 80-60 Diagonal 1 1/4 938 -8.55 22.59 37.8 Pass T18 60-40 Diagonal 1 1/4 983 -6.10 22.59 27.0 Pass T19 40-20 Diagonal 1 1/4 995 -3.93 22.59 17.4 Pass T20 20-6.79167 Diagonal 1 1/4 1039 -5.52 22.59 24.4 Pass T21 6.79167-5 Diagonal 1 1/4 1071 -4.35 26.39 16.5 Pass T22 5-0 Horizontal C12x20.7 1081 -0.34 195.22 17.6 Pass T5 320-300 Secondary L2x2xl/4 298 -3.09 22.86 13.5 Pass Horizontal 30.9(b) T7 280-260 Secondary L2x2xl/4 406 -3.83 22.92 16.7 Pass Horizontal 38.4(b) T8 260-240 Secondary L2x2xl/4 470 -4.01 22.92 17.5 Pass Horizontal 40.1 (b) T10 220-200 Secondary L2x2xl/4 577 3.98 22.92 17.4 Pass Horizontal 39.8(b) T1 388-380 Top Girt L2x2x3/16 125 4.47 23.17 19.3 Pass T2 380-360 Top Girt L2x2x3/16 152 -2.00 8.74 22.9 Pass T3 360-340 Top Girt L2x2x3/16 198 0.81 23.17 3.5 Pass T4 340-320 Top Girt L2x2x3/16 241 -0.66 8.74 7.5 Pass T5 320-300 Top Girt L2x2x3/16 286 -0.62 7.58 8.2 Pass T6 300-280 Top Girt L2x2x3/16 351 0.92 23.17 4.0 Pass T7 280-260 Top Girt L2x2x3/16 394 -0.31 7.65 4.0 Pass T8 260-240 Top Girt L2x2x3/16 458 1.32 23.17 5.7 Pass T9 240-220 Top Girt L2x2x3/16 522 1.64 23.17 7.1 Pass T10 220-200 Top Girt L2x2x3/16 566 -0.66 7.65 8.7 Pass T11 200-180 Top Girt L2x2x3/16 628 1.48 23.17 6.4 Pass tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610, Application 272927, Revision 4 Page 9 Section, Elevation(ft) Component Type Size Critical P(K) F•P_allow % ,[Pass/Fall No. Element (K) Capacity T12 180-160 Top Girt L2x2x3/16 674 1.30 23.17 5.6 Pass T13 160-140 Top Girt L2x2x3/16 719 1.57 23.17 6.8 Pass T14 140-120 Top Girt L2x2x3/16 764 2.01 23.17 8.7 Pass T15 120-100 Top Girt L2x2x3/16 808 1.41 23.17 6.1 Pass T16 100-80 Top Girt L2x2x3/16 853 1.28 23.17 5.5 Pass T17 80-60 Top Girt L2x2x3/16 899 2.23 23.17 9.6 Pass T18 60-40 Top Girt L2x2x3/16 943 1.74 23.17 7.5 Pass T19 40-20 Top Girt L2x2x3/16 989 1.45 23.17 6.3 Pass T20 20-6.79167 Top Girt L2x2x3/16 1035 1.67 23.17 7.2 Pass T21 6.79167-5 Top Girt L2x2x3/16 1064 2.86 23.17 12.3 Pass T22 5-0 Top Girt C12x20.7 1078 68.83 197.32 34.9 Pass T1 388-380 Bottom Girt L2x2x3/16 129 -2.22 8.74 25.4 Pass T2 380-360 Bottom Girt L2x2x3/16 155 -0.51 8.74 5.9 Pass T3 360-340 Bottom Girt L2x2x3/16 201 -2.03 8.74 23.2 Pass T4 340-320 Bottom Girt L2x2x3/16 244 0.99 23.17 4.3 Pass T5 320-300 Bottom Girt L2x2x3/16 291 -0.47 7.58 6.2 Pass T6 300-280 Bottom Girt L2x2x3/16 354 -0.72 8.79 8.2 Pass T7 280-260 Bottom Girt L2x2x3/16 398 0.92 23.17 4.0 Pass T8 260-240 Bottom Girt L2x2x3/16 462 -0.57 7.65 7.4 Pass T9 240-220 Bottom Girt L2x2x3/16 523 1.82 23.17 7.8 Pass T10 220-200 Bottom Girt L2x2x3/16 570 0.64 23.17 2.8 Pass T11 200-180 Bottom Girt L2x2x3/16 632 1.37 23.17 5.9 Pass T12 180-160 Bottom Girt L2x2x3/16 676 1.35 23.17 5.8 Pass T13 160-140 Bottom Girt L2x2x3/16 722 2.16 23.17 9.3 Pass T14 140-120 Bottom Girt L2x2x3/16 767 1.46 23.17 6.3 Pass T15 120-100 Bottom Girt L2x2x3/16 812 1.76 23.17 7.6 Pass T16 100-80 Bottom Girt L2x2x3/16 856 2.12 23.17 9.1 Pass T17 80-60 Bottom Girt L2x2x3/16 901 2.05 23.17 8.8 Pass T18 60-40 Bottom Girt L2x2x3/16 946 1.75 23.17 7.5 Pass T19 40-20, Bottom Girt L2x2x3/16 993 1.35 23.17 5.8 Pass T21 6.79167-5 Bottom Girt L2x2x3/16 1067 12.37 23.17 53.4 Pass T1 388-380 Guy A@384 7/8 1106 52.22 55.20 94.6 Pass T4 340-320 Guy A@330 1 1116 62.06 73.20 84.8 Pass T7 280-260 Guy A@270 1 1122 51.12 73.20 69.8 Pass T9 240-220 Guy A@230 1 1/8 1128 66.32 93.60 70.9 Pass T11 200-180 Guy A@190 1 1134 47.90 73.20 65.4 Pass T14 140-120 Guy A@130 1 1140 47.79 73.20 65.3 Pass T16 100-80 Guy A@90 1 1146 44.90 73.20 61.3 Pass T1 388-380 Guy B@384 7/8 1099 52.37 55.20 94.9 Pass T4 340-320 Guy B@330 1 1115 62.22 73.20 85.0 Pass T7 280-260 Guy B@270 1 1121 50.63 73.20 69.2 Pass T9 240-220 Guy B@230 1 1/8 1127 64.55 93.60 69.0 Pass T11 200-180 Guy B@190 1 1133 46.08 73.20 62.9 Pass T14 140-120 Guy B@130 1 1139 46.00 73.20 62.8 Pass tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 10 section Critical F•P_allow % No. ; Elevation(ft) Component Type size Element P(K) (K) Capacity Pass/Fall T16 100-80 Guy B@90 1 1145 43.70 73.20 59.7 Pass T1 388-380 Guy C@384 7/8 1091 51.63 55.20 93.5 Pass T4 340-320 Guy C@330 1 1111 61.84 73.20 84.5 Pass T7 280-260 Guy C@270 1 1117 51.10 73.20 69.8 Pass T9 240-220 Guy C@230 1 1/8 1123 66.43 93.60 71.0 Pass T11 200-180 Guy C@190 1 1129 48.29 73.20 66.0 Pass T14 140-120 Guy C@130 1 1135 48.91 73.20 66.8 Pass T16 100-80 Guy C@90 1 1141 46.19 73.20 63.1 Pass T1 388-380 Top Guy Pull- L2x2x3/16 1094 12.98 14.67 88.5 Pass Off@384 T4 340-320 Top Guy Pull- L2x2x3/16 1114 11.65 23.17 50.3 Pass Off@330 T7 280-260 Top Guy Pull- L2x2x3/16 1119 9.00 23.17 38.9 Pass Off@270 T9 240-220 Top Guy Pull- L2x2x3/16 1124 13.00 23.17 56.1 Pass Off@230 T11 200-180 Top Guy Pull- L2x2x3/16 1130 9.31 23.17 40.2 Pass Off@ 190 T14 140-120 Top Guy Pull-Off@ 130 L2x2x3/16 1136 11.53 23.17 49.8 Pass T16 100-80 Top Guy Pull- L2x2x3/16 1142 12.78 23.17 55.2 Pass Off@90 T1 388-380 Torque Arm C12 x 20.7 1092 57.73 197.32 29.3 Pass Top@384 T1 388-380 Torque Arm L 6 x 4 x 3/8 LLV 1104 72.82 92.34 78.9 Pass Bottom@384 Summary Latticed Pole Leg 89.2 Pass (L1) Latticed Pole 77 6 Pass Diagonal (L1) Latticed Pole Horizontal 45.6 Pass (L1) Latticed Pole Top 5.5 Pass Girt(L1) Latticed Pole 24.6 Pass Bottom Girt (L1) Leg(T4) 103.4 Passe Diagonal 77.2 Pass (T9) Horizontal 17.6 Pass (T22) Secondary Horizontal 40.1 Pass (T8) Top Girt 34.9 Pass (T22) Bottom Girt 53.4 Pass (T21) tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 11 sections Crltical;�' ] F•P_alloHi °h Elevation(ft) Component Type Size P(K) t Pass/Falb No. Elements (K) Capacityi Guy A(T1) 94.6 Pass Guy B(T1) 94.9 Pass Guy C(T1) 93.5 Pass Top Guy Pull-Off 88.5 Pass (T1) Torque Arm 29.3 Pass Top(T1) Torque Arm 78.9 Pass Bottom(T1) Bolt Checks 1 90.6 1 Pass Rating= 103.4 Passe Table 6-Tower Component Stresses vs. Capacity—LCS Notes Component Elevation (ft) %Capacity Pass/Fail: 7T 1,2 Base Foundation 0 101.7 Pass 1 J Inner Guy Anchor Foundation 0 58.7 Pass 1 Inner Guy Anchor Shaft 0 36.6 Pass 1 Middle Guy Anchor Foundation 0 73.5 Pass 1 Outer Guy Anchor Foundation 0 62.8 Pass 1 Outer Guy Anchor Shaft--- 0 1 28.7 Pass Structure Rating(max from all components) 103.4%t2� Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity - consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. 4.1) Recommendations The tower and its base and anchor foundations have sufficient capacity to carry the existing and proposed loads. No modifications are required at this time. tnxTower Report-version 6.1.4.1 January 28, 2015 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 999610,Application 272927, Revision 4 Page 12 i i APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1.4.1 w,es me ftert i aa,m � � ® R•s0 J6a.e n -.a X War, a d D Jm_O0 R„m, Rm2o AJwen DX Re,sa• PLAN anaa X Me X X c: X DESIGNED APPURTENANCE LOADING Y MOM .� TYPE ELEVATON TYPE ELEVATION Roe 1C.P 422 AIM%{361fidS00iAEr W ManR 2. FMN Be—' - 420 RIM%{D.,sGSWTRETW Mwr6 Rpe 2. DCIEC arc TUPCA 413 RRU9,1 2. OIEIErnRC TURCa 412 RIM%LDIa{SeerRE,W MounR 2. 2won X D4TECnRG TUPf 412 aaU911 2U D�IErnRG 111RGe 412 Raus It 2N D Cnn T,1RCe beg —le- Men Men X MECnNPGe eea C IA 2W 0 � t+ h � DIELErnaC TURD !a9 fibs NmNM SO xI,).1 ZJa Y !j �p D�IErnRCTMC4 eW —A n, }fie.On aC onal—TIIPfA afb Sae Alm Mein SO]0)-t 13, W:IErnaC TUPU 405 Moen M601-, }1e qE -n TUPta am —IM 2te _ I I M,ECn TURca aos ur w xts M -E cTnR.ca am R N6m., 216 Oa1EC)IRC TUPCe a0} FNNaremn 2,2 I40�On DIE—CTUPG an Flesh Beenen 212 DIEIErnRC TIJP.Ca ]99 paA}fv 206 Dd1E—nmca Jss mm1., xoa =`as '' Mwc`nRCT,aOC ]aa oaaoea tw i DIEIErnRCTIJRGe 1. sae—MOW SOJos, 1. X a aElErnac TURcn }se CPatA 1sx YN.On mq DMIEGTRC TlIPC4 ]98 Sae him Man SO MS1 ,9) (21 sae Jee 11-2 la, Sae Rnn Npn COJet-1 ]e) Sbe Mn Nan SD]eil ,0) x � � z _ u � sae A,m Man so Jos, m sae A°w Nan so mt „s Res Mwa Main-, an 6EA ba6, C 1. 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L2M 18 X W Ttcn 2H Sae Mtn ManW111-t I.GP7201 2. 1.2N es eo_on X r`4 SYMBOL UST X •*� MARK SIZE MARK SIZE is SR SR2IW5 RSSa6.3--SR.60.R55•a9 D 1301410, '��. B C1M0.) E ,.66.7 C 1lL .. 14CI.Z.71 -ea D X MATERIAL STRENGTH X GRADE F F. GRADE F Fu X R19 Jew sew wsnso sow ssw X X TOWER DESIGN NOTES � < mart 1.Tower is located in Barns[ade County,Massachueees. `G 2.Tower designed for Exposure C to the TA-222-G Standard. X 3.Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. 4.Tower Is also designed for a 40 mph basic wind with 0.75 in ice.Ica is considered to increase in thickness with height. 5.Deflections are based upon a 60 mph vend. \Q 6.Tower Structure Class II.\\ Me X .Topographic Category 1 with Crest Height of 0' D X a e.TOWER RATING:103.4% i - a €.4M1 X ,1eK tmK ImK Alt n9 K(A<a0 R•155' O D C ® Ia MRll fTaOue) R.120� R ism 5g 2 g g0 h ALL RE MS ARE FACTORED uS � � � 6 B d{ � m 8 u • 3� Crown Castle BU#870801 CC CROWN 2000 Corporate Drive Ilv— Crown Castle Df by: muecld AWn' Canonsburg,PA 14317 TM F.—fora Woeau Wwa Phone:(724)416-2000 'TIA-222-G Da°0127/15 se°1°'1ITS FAX: Ram .e-9No.E-1 AGENCY CUSTOMER ID: 713115 LOC#: '4� ADDITIONAL REMARKS SCHEDULE Page-2—of _2— AGENCY NAMEDINSURED Crown Castle International Willis of Pennsylvania, Inc. See Attached Named Insured List POLICY NUMBER 1220 Augusta Dr. Suite 500 Houston, TX 77057 See First Page CARRIER NAIC CODE See First Page EFFECTNEDATE: See First Page ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Certificate Holder is included as an Additional Insured under the General, Automobile and Umbrella policies as repired by written agreement and only with respect to the liability arising out of the operations performed by or on behalf of the Named Insured. General, Automobile, Umbrella Liability and Workers' Compensation include a Waiver of Subrogation in favor of the Additional Insureds when required by written contract but always subject to the policy terms, conditions, exclusions and as permitted by law. Re: Building Permit Additional Insured: Town of Barnstable I " ACORD101 (2008/01) Coll:4651822 Tpl:1933413 Cert:22939413 ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Massachusetts -Department of Public Safety Board of Building Regulations and Standards tonstrurtion Supervisor. License; CS-066811 AFFREY WBAI�#AD�O�R���A� 94 POND ST Elam, a,�", NATICK MA 01700 �!I )rItO1 Expiration Commissioner 06/30/201;5 . I r Town of Barnstable Regulatory Services MARNSTAMZ Richard V. Scali,Director ov STABLE 163q. 10 �m;i°��s�'rul$,Building Division9-)Old Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 June 18,2014 Ms. Judith F. Furie,MS. MBA,PMP SME Tactical Communications Operations Directorate. Office of the Chief Information Officer U.S. Immigration and Customs.Enforcement Department of Homeland Security 10450 Furnace Road Lorton,VA 20598 RE: Site Plan Review#022-14 ICE Antenna.and Equipment at-RI-0 198 Barnstable 749.05k Street, West:Barnstable,,MA 02632 Map 215 Parcel015-002 Administrative Approval Proposal: Collocation of one antenna at the 170 ft mounting level on an existing telecommunications tower.No ground disturbance is required. Dear Ms. Furie: Please be advised that the above proposal has been found to be administratively approvable subject to the following: • Approval is based upon the site plan review submittal package dated June 11, 2014 which includes the following sections relevant to site plan review: Exhibit C, Site Plan&Tower Plan;.Exhibit D,Antenna.Specification;Exhibit F, Structural Analysis. • A special permit from the Zoning Board of Appeals pursuant to Section 240-108 Antennas permitted by special permit in all zoning districts is required. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work,a registered engineer or.land surveyor shall submit a letter of certification,inade upon.knowledge and belief in Accordance with professional standards that. all work has been done in substantial compliance with the approved site plan(Zoning.Section 240-105 (G) A copy of the approved site,plan will be retained on.f.le. Sincerely, c Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator cc: Tom Perry,Building Commissioner Zoning Board of Appeals. Town of Barnstable snrwsr�ere. 200 Main Street,Hyannis,Massachusetts 02601 • 1MA& �0$ �i� ► Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us November 29, 2012 AT& T Mobility c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02072 RE: Site Plan Review#027-12 - AT& T Mobility L749 Oak Street, West Barnstable j Map 215, Parcel 015-002 t• Proposal: AT &T proposes to add 3 antennas and 6 remote radio heads and one surge arrestor to an existing wireless communications tower. Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable subject to the following: . • Approval is based upon and must be substantially constructed in accordance with plans entitled "AT&T Site Number: MA1108; Crown Site Number 807198; Site Name: Oak Street- Barnstable", 6 Sheets, dated September 21, 2012, prepared for AT&T, by Chappell Engineering Associates, Marlborough,MA. • An increase in equipment located on this existing communications tower requires-the granting of a modification of Special Permit 2002-129 and modifications of Special Permit 1997-08 & Variance 1997-09, issued by Memorandum of Understanding dated August 8, 1999. MOU limited the number of users/equipment to 31 and cites the need for a special permit to increase. • Structural analysis confirming tower capacity for the proposed additional equipment must be provided. • Applicant must obtain all other applicable permits, licenses and approvals required. A copy of the approved site plans will be retained on file. Sincerely, e Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry,_Building Commissioner___ ZBA File Bic 2724$.• Ps32b 018819 03--29=2013 a 01 = 19 ' ,,BAR ABLE n>' of > TO'. • 67P Town of BamstableU FEB 22 P2 :31 Zoning Board of Appeals Decision and Notice Appeal No.2013-004-AT&T Mobility Modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by an August 18, 1999 MOU, as modified by Special Permit No. 2002-129 To allow for additional equipment on an existing telecommunications tower Summary: Granted with Conditions Petitioner. AT&T Mobility,as Lessee 550 Cochituate Road,Framingham,MA Subject Property: 749 Oak Street, West Barnstable Assessor's Map/Parcel: 215/015/002 Property Owner AirComm of Avon Zoning: RF Zoning District Hearing Date: February 13,2013 Recording Information Deed:Book 11147 Page 052 BackgroundPlan:Book 324 Page 36 (Parcel B) &Book 270 Page 100 (Parcel B & Lot A-1) In Appeal 2013-004,AT&T Mobility sought a modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by a Memorandum of Understanding dated August 18, 1999 and. as modified by Special Permit No. 2002-129. The Petitioner was proposing to add three panel antennas, six remote radio heads, and one surge arrestor at the 250 foot elevation of an existing 387 foot tall lattice telecommunications tower. The subject property is a 1.73 acre parcel developed with a 387 foot tall lattice telecommunications tower. The tower is topped with a television transmission antenna that increases the total height of the structure to+/-431 feet. The tower is permitted by an August 18, 1999 Memorandum of Understanding between the Town of Barnstable and AirComm of Avon, LLC, and Paul and Sandra Flynn. AirComm and the Flynn's applied to the ZBA for permits to reconstruct a tower that had unlawfully erected,the Board denied those permits. The OU was e product of h resulting resul ng been appeal. The requested special permit to expand a preexisting-nonconforming use and variance from yard setbacks to allow installation of guy wires were issued through the MOU. With Appeal 2002-129, those permits were modified to allow the construction of an addition to the accessory equipment building. Condition No. 3 of Special Permit 1997-008 states that"no new antennas or other attachments shall be placed on the tower...except subject to the special permit procedure of the Town. Procedural& Hearing Summary Appeal No. 2013-004 to modify.Special Permit No. 1997-008 and Variance No.•1997-009 to add panel antennas to an existing telecommunications tower was filed at.the Town Clerk's Office and Zoning.Board of Appeals Office on December 27, 2012. A public hearing before the Zoning:Board.of Appeals was duly advertised and notice sent to all abutters in accordance,with MGL Chapter'40A.'A. letter from AirComm ofAvon, LLC dated`10/5/12 authorized AT&T to a I ,for errmts nessa to RYrt hr a LkA y a r J J7'>ti . modifji its facihfies on the tower. A letter dated January 23 2012 from AT&T Mobility authonzed,SAl.. Cornmurncations antl J. Lee nsiiltin" � Uth6fi id' ti Co g.to appl on their 6ehal n pf6 ` ` , F i,��� -"N'A J il ;r J p'� y. f and re�yfresent,them befo.()7�7Cn, { t^l +•�qr P�5'i1 11;3Y u .: .! y i•.F +ate{, iidt'�li4 ,.�,r,.F F `{.fin . 3 {gi •. f ri.:the Board.. Ysta i c I.;:E ujn X.,J� '� y' `l'�tp 7 , w.y pI Y F.::l: t sF •,e rn�. {�' ,iflt._,('! 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[[4}'.`�.�u�£e"".o.1r' t..'.a3f�,.�. ..n �.`s�;wJcaa#..r:�.�s:...F.:;!�:{_I �.Yr:af_>�r�`.�.u:.J 1?'.�`>J��_.,�r*.5.,.:�•.r.,.�,.6�ras�'•..��tr`•.au:.l�`.�r.��u�i4a �.',1f�,1.•S?�.`�tL:'eYsrt:,-r.J+:t.i,.::..i�:�k.Jst:�h:L,Kw I•��'.J{�.:�i;!?.�S.,r•..�Y. r i Bk 27248 Pg327 #18819 i Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-004—AT&T Mobility The hearing was opened on February 13, 2013 at which time the Board found to grant the Special Permit and Variance modifications subject to conditions. Board Members deciding this appeal were William H. Newton, Craig G. Larson, Alex M. Rodolakis, Brian Florence, and George T. Zevitas. Gerry Squires of J-Lee Consulting represented AT&T before the Board. He presented the request to add equipment to the Board and indicated the new antennas would augment an existing AT&T antenna installation at the 250 foot elevation. He confirmed that a passing structural analysis had been provided. Public comment was requested and no one spoke in favor of or in opposition to the request. Findings of Fact At the hearing of February 13, 2013, the Board made the following findings of fact for Appeal 2013- 004, a request by AT&T Mobility to modify Special Permit No. 1997-008 and Variance No. 1997-009 to add panel antennas to an existing telecommunications tower at 749 Oak Street, West Barnstable: 1. AT&T Mobility, as Lessee, petitioned a modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by a Memorandum of Understanding dated August 18, 1999 and as modified by Special Permit No. 2002-129, to add three panel antennas, six remote radio heads, and one surge arrestor within the Petitioner's 250 foot lease area on the existing 387 foot tall lattice telecommunications tower. 2. The subject property is located at 749 Oak Street, West Barnstable, MA as shown on Assessor's Map 215 as Parcel 015-002. It is located in the Residence F Zoning District. 3. The.proposal by AT&T Mobility to add three panel antennas, six remote radio heads and one surge arrestor within the 250 foot lease area on the existing lattice communications tower at 749 Oak Street, West Barnstable meets all of the requirements of Section 240-107 of the Zoning Ordinance. The installation is supported by a passing structural analysis prepared, signed and stamped by a Professional Engineer registered in.Massachusetts. 4. The proposed antennas will not increase the height of the tower. 5. A Site Plan approval letter dated November 29, 2012 was issued for the proposed installation. 6. Based on an evaluation of the material submitted and the evidence presented, the proposal will not be a substantial detriment to the public good and will not nullify or substantially derogate from the intent or purpose of the zoning ordinance. 7. The proposal fulfills the spirit and intent of the Zoning Ordinance and does not represent a substantial detriment to the public good or the neighborhood affected. The proposal will not be substantially more detrimental to the neighborhood than the existing structure. The vote to.accept the findings was: AYE: William H. Newton,Alex M. Rodolakis, Craig G. Larson, George T.Zevitas, Brian Florence NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant the Special Permit and Variance modifications, subject to the following conditions: 1. The request to modify Special Permit 1997-08 and Variance 1997-09, as modified by Appeal No. 2002A 29, is granted to AT&T Mobility to allow the installation and operation of three panel antennas, six remote radio heads and one surge arrestor within the 250 foot lease area on the existing lattice communications tower and accessory equipment at 749 Oak'Street,West Barnstable, as shown on the plans entitled°AT&T—Site Name:.Oak Street-Barnstable,AT&T 2 i Bk 27248 Pg328 #18819 Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-004—AT&T Mobility Site Number: 1108"dated October 24, 2012, drawn and stamped by Chappell Engineering Associates, LLC. 2. All conditions of Special Permit 1997-08,.Variance 1997-09, and Appeal 2002-129 shall remain in full force and effect. 3. All work shall be completed in accordance with the requirements of the Site Plan Review approval. i . 3 4. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: William H. Newton,Alex M. Rodolakis, Craig G. Larson, George T. Zevitas, Brian Florence NAY: None Ordered Appeal No. 2013-004 to allow AT&T to install three antennas and accessory equipment within the 250 foot lease area on the existing lattice communications tower and at 749 Oak Street, West Barnstable has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Ltdi� — William H. Ne n, Vice Chair Date 84gned I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this�_day of under the pains and penalties of perjury.. Linda Hutchenridgr.,Town Clerk '•: „C BQBN: A13Lg' Y+y�'•. . y. ;'`` 1 kt 1 a b J sJ F;�����•1•.•.••- ��?r. 1 I`.. h>+ 4t .k E { AR4 Eau r! a :rR ,f St7 f: t7E' Y tr{M`;cJ lj to « a i5r f 't J 1 wti. 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F.�. �F7� �a u The Commonwealth of Massachusetts Department of Industrial Accidents Sj - Office of Investigations 600 Washington Street / Boston, MA 02111 ov/dia www.mass. _ g Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 6 r6 LJ K 4 S �-�.Qc T��e r M` i U n ` (r P Address: /102Q- 4 u U S u ( L City/State/Zip: p / OS r Phone #: I - - Are you an employer?Check the appropriate bog: Type of project(required): 1.El"I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet.. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: UU), Y 1 S Policy#or Self-ins.-Lic.#: I e O (fl - �f Expiration Date:y-Z 61 G Job Site Address:L-19 (2a S4 City/State/ZiPiJe.J,)- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).©263z. Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA f r insurance coverage verification. I do hereby and r t e pains and penalties of perjury that the information provided above is true and correct. Si atur � Date: J? �- ov Phone#: �� �(5 C) Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Y i A CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 0312 1200115' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Pennsylvania, Inc. PHONE FAX c/o 26 Century Blvd. - 877-945-7378 888-467-2378 P. 0. Box 305191 E-MAIL certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDINGCOVERAGE NAIC# INSURERA: Federal Insurance Company 20281-005 INSURED Crown Castle international INSURERB:North American Elite Insurance Company 29700-001 See Attached Named Insured List INSURERC: 1220 Augusta Dr. Suite 500 Houston, TX 77057 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:22939413 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE DDL SUB pOLICYNUMBER POLICY EFF POLICY EXPITR LIMITS A X COMMERCIAL GENERAL LIABILITY y Y 7021-02-28 4/1/2015 4/1/2016 EACH OCCURRENCE $ 1,000,000 1I�1p1�1p��EEiip�ENTED CLAIMS-MADE X OCCUR PAM ISESO soccurD ce) $ 1,000,000 M ED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000.000 J LOC $ 2,000,000 POLICY EaX OTHER: $ A AUTOMOBILE LIABILITY Y Y 7021-02-29 4/1/2015 4/1/2016 COM(EaBacciINED dent)dent) NGLELIMIT $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTYDAMAGE HIRED AUTOS AUTOS (Peraccident) $ $ -B X UMBRELLALIAB X OCCUR Y Y UMB 2000165-01 4/1/2015 4/1/2016 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X RETENTION$ 25,000 $ A WORKERS COMPENSATION Y 7171-06-98 4/l/2015 4/1/2016 X I RPTEAR FOTH- T AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY NIA E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? IMandatoryinNH) E.L.DISEASE-EA EMPLOYEE $ 11000,000 fyes, describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,maybe attached if more space is required) BU#870801 - Barnstable (Oak St.) , 670 Oak Street, West Barnstable, MA 02632. See attached: CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTH IZEDREPRES ATIVE Town of Barnstable 367 Main St. Hyannis, MA 02601 Coll:4651822 Tpl:1933413 Cert:22939413 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD LETTER OF AUTHORIZATION APPLICATIONS FOR ZONING/LAND USEBUILDING PERMITS Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: LETTER OF AUTHORIZATION—749 Oak Street- Crown Site: 870801 —LightSquared Site: TMUSMABSTN0002 Aircomm of Avon, LLC, the owners of the above described real property, authorize Jeff Barbadora, employee with Crown Castle International Corp, to act as an agent on our behalf for the purpose of performing all and every act that is required, necessary or appropriate to prepare, sign, submit, file and present on our behalf building, permitting, zoning and/or land use applications to obtain land use changes, special exceptions, zoning variances, zoning permits, conditional use permits, special use permits, administrative permits, construction permits, operation permits, building permits, and other approvals or permits related to the above described real property. The undersigned hereby certifies to being the fee owner(s) of the real property described abo d that to best of my/our knowledge the information contained within this au oriza 'on is and orrect. (Sikft4fe (Prin ame) '� - l� l Date ACKNOWLEDGMENT State of k) County of I g r MCA a„,kn�� On K1. ao 1 Sbefore me, C) ,.ar) personally appeared h who proved to me fin the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscri ed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, and that by his/her/their signature on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. WITNESS my hand and official seal. ,,;�����i �i�®R ►•,�, Signature �C�./�, -�3r (Seal) y 01AR Y•�v�g 'M. s C) . AUg�,� -.,,�.•., Jam,. °j°°°°Uuu°�1N►��� March 23, 2015 Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: LETTER OF AUTHORIZATION—749 Oak Street-Crown Site: 870801 —LightSquared Site: TWSNIABSTN0002 To Whom It May Concern: I, Cathy Piche, as an Officer of Crown Castle International Corp. (Crown Castle) confmn that Jeff Barbadora is an employee of Crown Castle in good standing and is covered under the enclosed Certificate of Liability Insurance attached hereto. Please contact me with any questions. R ar s, i *Piche East Area President Crown Castle STATE OF NORTH CAROLINA COUNTY OF "erc\L\ e 1, a Notary Public, do hereby certify that Cathy Piche personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and(where an official seal is required by law) official seal This the a.3 r a day of Kj-c,_r-&-, (Official seal.) 1111111111g1 No 'Public S1 V'S N'cj.�� ',��'•j/v4'1: �OTAR y c� Printed Name: 3ro,-on i / My Commission Expires: J i g m � AUB``G ,,'� 11111111/INN�,\ Best regards, WILL STONE Real Estate Specialist T: (518) 373-3543 1 M: (518)210-0495 CROWN CASTLE 3 Corporate Park Drive, Suite 101, Clifton Park, NY 12065 Crown Castle.com This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. I z r �F1ME 1�, Town of Barnstable a,R'ST"LE. ` BARNSTABLE �. Regulatory Services 9�p 1639. Richard V. Scali,Director 1639-2014 �Dg 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 May 26, 2045 Light Squared Wireless c/o Crown Castle Mr. William E. Stone, Agent 3 Corporate Park Drive, Suite 101 Clifton Park,NY 12065 RE: Site Plan Review 010-15 Crown Castle for Light Squared Wireless 749 Oak Street, West Barnstable Map 215, Parcels 215-015-002 Proposal: Removal of 3 MW dishes and installation of 1 Omni whip antenna at an AGL of 291 feet. Installation of 1 equipment cabinet inside existing indoor equipment building. No changes are proposed on the ground. Dear Mr. Stone: Please be advised that the above proposal has received an administrative approval subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled"LightSquared Site Name: Cape Cod 1 —Lightsquared Site Number: TMUSMABSTN0002; Crown Castle BU#: 870801 Crown Castle Site Name: Barnstable (Oak Street)" by Tectonic Engineering Consultants,NY, Mass. stamp Steven M. Matthews, Civil Engineer, dated 2/13/15, 5 Sheets. • A building permit depicting the removal of 3 MW dishes and replacement with 1 antenna will be required. i A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a16 Parcel 0/50M2 Application 0 7C Health Division �,2 'j� In.` Date Issued l Conservation Division Application Fee bG Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board p Historic - OKH Preservation/ Hyannis R Project Street Address 7y9 0AXA1.5T.4Z34E Village Owner' /.PccoMM of AV0A1 Address 162-?v"u v�T • , r-t c _ rcw TX. 77057 Telephone' 7/3-�'70-&O o � - Permit Request �t1/NM/G,P,471f;K1� AN4 CGISTpMS �/VF��.CEMF�1/T To 41J0 ONE N/H/�' XM7 QNN To Ait✓ EXiSTi�IU 7�LEeo�t�fiv�U.c/iUTiorVs ToNI� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 0 Project Valuation a4 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach 6pporting �,qcurnatation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) = o ts¢^ cD Age of Existing Structure Historic House: ❑Yes ❑ No On Old King,,75,Aj ighway: ❑Yet❑ 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 nevgL_JL s Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals A thorization Appeal # a?Diy-0�3/ Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use TLEcfc>mmu,vi Proposed Use T11ee'0,44A4a"14::',47XX.4S APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ Name, Telephone-Number -3 a9�8 �� Cc�v�GILT/Nl�, LLG Address .9 Oi?n-3.ziFcT Y� /G. 4License#.. GS - 080858 Niy GL6a - -- -4 P Wv e m tactor# Email l� � YVerir��i vim. cam Worker's Compensatiori�# 6 T1J6- 41_401P�11/-0-/Y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE_1.0 _ DATE: FOR OFFICIAL USE ONLY t APPLICATION# , * DATE ISSUED } MAP/PARCEL NO. ADDRESS VILLAGE OWNER. DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE f ` •y- ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: -ROUGH - FINAL FINAL BUILDING DATE CLOSED OUT _ ASSOCIATION'PLAN NO. , t I r1te Cora wotinwah*ofMassachuseffs Deparhumt of lidms rial Accidents - - 0 ice oflnvest�*ons 600 Wksshingtan,S`treet Boston,MA 02III wwnt masmgavIdia Workers' ComyensatiauInsurance Affidavit Builders/Contractors/FAectricians/Plumbers Applicant Information Please Print L ejbly I`1ab eaksmeesJdjganizahouffiffwidnal):&F41/EAGI C_OMM/_I.l[/CAT/_ 0—A45 Fr�COA454tL%7. 4 LLG AJ&e.ss: /-f.'0.SPECT �7,LL /t OAS City/Stat&2l p: �PoF�oK,i /Nf1 t�✓6a- Phone 47 603-_X. -.;7V6P A're-kdu an employer?Check tke appropriate box: Type of project(required): 4. 1 ama general cc retractor and I 1.El am a employer with / ` 6_ New construction employees{fiull and/or part-#ime}* eve hired the sub-contractors listed on the attached sheet 7- ❑Remodeling I[I I am a rose proprietor or partner- ship and have no employees employees sub-contractors nhave have 8. ❑Demolitioa employees and have workers' wonting for mein any capacity. 1 4. ❑Building addition �a workers' Comp:in�rance CAP- � 5_❑ We are a corporation and its 10_0 Electrical repairs or additions required] officers have exercised� 11_❑Plumbing repairs or additions 3_❑ I am a homeou*ner doing all wait;. myself [No workers'comp- right.of es(emp red per MGL 12_.❑Roof repairs insurance required-]1• C_152, §1(4},andwelza��eno employees-[No workers' 13Qther��ECOit�iMUN/G4 comp.inset-ance rerluired,1, ` `Any appb cant that checks boat R1 mast also ffi1 out the section below shaving fliea WOTkexs�tAtarpensatiaa policy infi3rmatioxa_ T Sameawners vrho submit this affidam M&Utiag they—doing all-mk and they hire outside coutnicmrs mmsY submit anew of dsrit indica in such tC.oarbmctoa thst check this bat mast attached am additional sheet showing the name of the sab-obis and state whether ornat those eahfies ham employees. Ifthe sob-contactors bxm empIopees,the}must provide ter twrkess'comp.policy awabes_ I am art employer#hat is prmidirrg workers'compensalion insurance for my employem Betotr is the po&cy raid job site informadart. Insurance Company Flame: P•oltcy:ff-or Self-ins_Ire ExptrationDatoe: Job Sibe Address: City/State/Zip: Attach a copy of the workers'compensatiom policy declaration page(showing the policy number, and expiration date). Failure to secure•coverage as requiredutider Section 25A of MGL c, 152 can lead to the imposition of criminal penalties of a fine up to$1,500-OD and/or one-year imprisonment as well as civil penalties in the fain of a STOP WORK ORDER and a fine of up to$250.00 a.day against the violator- Be advised that a copy of this statement maybe forwarded to the Office of Im estigations of the DIA lior insurance coverage veeifcation- I da hereby certify tender thepams andponalties ofpeduty thatthe inforradion prini&dd abmre is hue and correct Sitmatune 4 ?mid �� Date- �7' 9 Phone#- A00 ASS 6?6, ' ©,fcial use only. Do net:Price in this area,to be completed by city or town officiaL City or Town: PermitUcense At Issuing Authority(circle one): 1.Board of Health 2.Building Department 3_City frown Clerk. 4.Electrical Inspector 5.Plumbing Inspector .6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the"commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required.- Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisiow shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants — Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certincate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required- Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance Coverage. Also be sure to sign and date the affidavit Uie affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applitations in any given year,need only submif one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: ne Commonwealth of Massachusetts Depaxtin=t of Industrial Accidents office of kvest igatons 600 Washington Street Boston.,MA 02111 Tel.4 617;727-49-00 W 406 or 1-$77-MASWE Revised 4-24-07 Fax# 617-727-7749 www.mas�gov/dia A CERTIFICATE OF LIABILITY INSURANCE D IDDIYYYY) 8/25/25/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Amber Brown The Richards Group PHONE (802)254-6016 FAX ac No (802)254-7110 48 Harris Place E-MAIL-ADDRESS, -MAILADDRESS: BrP abrown@therichards com PO BOX 820 INSURERS AFFORDING COVERAGE NAIC q Brattleboro VT 05302 INSURERAAcadia Insurance Co 31325 INSURED INSURER B: Beliveau Communications & Consulting , LLC INSURERC: P 0 BOX 491 INSURER D: INSURER E: Spofford NH 03462 1 INSURER F: COVERAGES CERTIFICATE NUMBER:14/15 GL/BA/UMBR REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL B POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDDIYYYYI (MMIDDIYYYYJ LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 250,000 A CLAIMS-MADE OCCUR CPA030108415 6/26/2014 6/26/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC S AUTOMOBILE LIABILITY Ea aBBINEDISINGLE LIMIT $ 1,000,000 A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 037932414 6/27/2014 6/27/2015 BODILY INJURY(Pid $ AUTOS AUTOS eraccent) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Medical payments $ 5,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTIONS CUA030108515 6/26/2014 6/26/2015 $ WORKERS COMPENSATION I VJC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE S If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ i DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CROWN CASTLE ACCORDANCE WITH THE POLICY PROVISIONS. JIM DONAHUE Project Manager 500 West Cummings Park AUTHORIZED REPRESENTATIVE Suite 3600 Woburn, MA 01801 �� Amber Brown/A207 ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025on1nnsinl Tho Ar'r1Rrl name nnrl Innn mra raniclararl mnrlre of Ar'rwn Massachusetts -Department of Public Safety f. Board of Building Regulations and Standards Construction Supervisor License: CS-080858 1 mac:r'I:v BRETT A BELIV"U , ' 6 STARLIGHT DR Keene NH 03431 t ° Expiration Commissioner 09/14/2015 I f E, Town of Barnstable Regulatory Services RARNSTABM y MASS. $ Richard V.Stall,Director � � 0 Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder I, 2�I r- U- Mrn A�)c�n k \ C ,as Owner of the subject prro��erty `�uL Ihereby authorize i/ l0 ac ton mr in all matters relative to work authorized by this building permit application for. (�k A/20rr, "f (Address of ob} ""Pool fences and alarms are the responsibility of the applicant. Pools e not to be filled or utilized before fence is installed and all final inspections ar pe ormed and accepted A A ZZ"', 4-1" ' tore of er A. Signature of Applicant £o►S� A rxe, Pres;d tom+ f ?. f L .QE?TEL/✓E.dG` t Name Print Name /Z, Date QTORM&OWNERPERMISSIONPOOLS I 'q�OFtME Tqy, Town of Barnstable Regulatory Services MAS& BA_RNSTABLE Mass. �, Richard V. Scali, Director 1639. ci pr"�0 Building Division 1639•]010 Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 June 18, 2014 Ms. Judith F. Furie, MS. MBA, PMP SME Tactical Communications Operations Directorate Office of the Chief Information Officer U.S. Immigration and Customs Enforcement Department of Homeland Security 10450 Furnace Road Lorton, VA 20598 RE: Site Plan Review#022-14 ICE Antenna and Equipment at R1-0198 Barnstable 749 Oak Street, West Barnstable, MA 02632 Map 215 Parcel 015-002 Administrative Approval Proposal: Collocation of one antenna at the 170 ft mounting level on an existing telecommunications tower. No ground disturbance is required. Dear Ms. Furie: Please be advised that the above proposal has been found to be administratively approvable subject to the following: • Approval is based upon the site plan review submittal package dated June 11, 2014 which includes the following sections relevant to site plan review: Exhibit C, Site Plan& Tower Plan; Exhibit D, Antenna Specification; Exhibit F, Structural Analysis. • A special permit from the Zoning Board of Appeals pursuant to Section 240-108 Antennas permitted by special permit in all zoning districts is required. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G) A copy of the approved site plan will be retained on file. Sincerely, L� l Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator cc: Tom Perry, Building Commissioner Zoning Board of Appeals State of Rhode Island and Providence Plantations Department of Labor and Training Division of Workers' Compensation Fraud&Compliance Unit P. O: Box 201.90 Cranston, Rl 02920-0942 401.-462-8100 option 4 Fax: 401-462-81.28 TDD: 401-462-8006 July 29,2013 BELIVEAU COMMUNICATIONS&CONSULTING LLC 8 PROSPECT HILL ROAD SOFFORD,NH 03462 The Department of Labor.and Training has received a.Notice of Designation as Independent Contractor —DWC I fi=IC This-letter estat�l�slles tharihe erson natried-below ra filed`the DWC-T1=TC namin- � � p. .� g you as their Hiring Entity. This letter confirms the Department has accepted the form. This form remains effective until the Independent Contractor files a Notice of Withdrawal of Designation as Independent Contractor(DWC I 1-ICR)with the Department of Labor and Training. You will be notified if a Notice of Withdrawal is filed. If you have any questions about independent contractors,call the Workers' Compensation Division at 462-8100,option.#5. Forms and.information are also available on our website: www.dlt.state.ri.us. Notice of Designation as Independent Contractor Pursuant To R.I.G.L.28-29-17.1 Independent Contractor Name: MICHAEL TAYLOR Business Name: Hiring Entity: BELIVEAU COMMUNICATIONS&CONSULTING LLC Dale Received by Dept: 67/29/2613 i Mass. Corporations, external master page Page 1 of 2 William Francis Galvin Secretary of the Commonwealth of Massachusetts .• a P L i s a ca Corporations Division Business Entity Summary ID Number: 061444698 Request certificate I New search Summary for: AIRCOMM OF AVON, L.L.C. The exact name of the Foreign Limited Liability Company (LLC): AIRCOMM OF AVON, L.L.C. Entity type: Foreign Limited Liability Company (LLC) Identification Number: 061444698 Date of Registration in Massachusetts: 07-14-1998 Last date certain: Organized under the laws of: State: CT Country: USA on: 12-21-1995 The location of the Principal Office: Address: 1220 AUGUST DRIVE, SUITE 600 City or town, State, Zip code, HOUSTON, TX 77057 USA Country: The location of the Massachusetts office, if any: Address: City or town, State, Zip code, Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL STREET STE 700 City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER E. BLAKE HAWK 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, _ TX 77057 USA MANAGER W. BENJAMIN MORELAND 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA MANAGER ]AY A BROWN 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 10/2/2014 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY CATHY PICHE 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 28277 USA REAL PROPERTY LYNN HOWELL 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY DONALD J REID 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY. W. BENJAMIN MORELAND 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY E. BLAKE HAWK 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY JAY A BROWN 1220 AUGUSTA DRIVE, SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY R. CHRISTOPHER MOONEY 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA REAL PROPERTY PHIL KELLEY 1220 AUGUSTA DRIVE SUITE 600 HOUSTON, TX 77057 USA r r Confidential r Merger F Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report R Annual Report - Professional � ;, Application For Registration Certificate of Amendment View filings Comments or notes associated with this business entity: New search 1 http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 10/2/2014 CROWN Crown Castle C CASTLE 3530 Toringdon Way, Suite 300 Charlotte, NC 28277 September 2,2014 TO: Town of Barnstable 367 Main Street Hyannis,MA 02601 FROM: AirComm of Avon LLC c/o Pinnacle Towers 1549 Ringling Boulevard Sarasota,FL 34236 RE: Letter of Authorization Site ID: 870801 Carrier: Beliveau Communications Site Address: 749 Oak Street,West Barnstable,MA 02668 Dear Sir/Madam: As the owner of the above referenced property I am writing to notify the Town of Barnstable that I am aware of Beliveau Communicaions the Contractor for US Immigration and Customs Enforcement ground and tower installation,at the above referenced tower site. I have no objection to the proposed project. I am also authorizing Crown Castle and its Construction Manager Michael Ruley to act as an agent on my behalf for the purpose of performing every and all acts that are required, necessary and appropriate to prepare, sign, submit, file and present on my behalf for building, permitting and/or zoning permits related to the above described real property. Thank you, AirCo m f Avo L I (Signature) (Title) (Date) The Foundation for a Wireless World. CrownCastle.com ACKNOWLEDGMENT State of North Carolina County of Mecklenburg On September 2, 2014, before me, Sarah Brown, a Notary Public, personally appeared Cathy Piche, the East Area President for AirComm of Avon LLC c/o Pinnacle Towers, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledgement to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted,executed the instrument. WITNESS my hand and official seal. � uanq,M Signature SEAL) .£y: ••� �t a ; 60TAR . :m• 102 Z My Commission Expires on ��••pvBL`G Z's j ''yeVRG� a�auuwu�• The Foundation for a Wireless World. CrownCastle.com H G F E D C B A s �a $ ;7c A 7 ^V7 7 330 C. 8 TOP VIEW— 3 SIDED TOWER 3 NOT TO SCALE 340 6 6 29? '20 210 '80 _c0 S L40 5 730 220 210 2C0 yp GUYED WIRE APPROX. LOCATIONS.TYP. 4 i80 4 PROPOSED LM31'=` ANTENNA 1g0 40 130 . PROPOSED 120 ICE BRIDGE 3 1J0. . 90 .. PROPOSED y0 EOUIPMENT .. .. SHELTER 70 0 1. Z � 5?. _46 .. -0 .. . .. 0 .. MOTOROLA Da Feam1 C-d Wde6 D— 1 PROJECT NAME 1 TOWER LAYOUT C B SITE NAME SIDE VIEW- C�C pAICWN.RELEASE S.ABOSSLER M. MtADAMS A. COPPOLA SCALE: 17= 30' D 26 SEPT 2011 I AS NOTED I AUTOCAD '11 B REV OESCRIPNON DRFT ENG PM I q or 4 FCL09P1T54-BD64MI-S01.DWC 1 2 H G' F E D US TO THE SRESTRICTIONS ON THE TTITLE PACE OF THIS DOCUMENTED THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I m DATA I 08-18-201.4 a 1i e e 4�cn ECEIPT � Prin d: August 18, 2014 ® 10:42:33 "�` BARNST BLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 200686 Oper:ETTA --r` Town of Barnstable AMY -• ,-, T;11 A _15.J'�:5 Jj Zoning Board of Appeals _ Book: 28329 Page: 238 Inst#: 36840 Ctl#: 290 Rec:8-18-2014 ® 10:41:26a Decision and Notice BARN 749 OAK ST DOC DESCRIPT 1 ON TRANS-AMT 2014-031 — US Immigration and Customs Enforcement 1 BARNSTABLE TOWN OF cation of Special Permit No. 1997-008 and Variance No. 1997-009, NOTICE ?d by an August 18, 1999 MOU, as modified County Fee $ 10.00 13.00 Surcharge CPA $20.00 20.00 inal equipment on an existing telecommunications tower State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 jnted with Conditions State/County pg adj 3.00- , mmigration and Customs Enforcement, as Lessee Total fees: 75.00 50 Furnace Rd, Lorton, VA 20598 *** Total charges: 75.00 Oak Street, West Barnstable CASH PMT PAYMENT e CASH 75.00 (015/002 Property Owner: AirComm of Avon Zoning: RF Zoning District Hearing Date: June 25, 2014 Recording Information: Deed: Book 11147 Page 052 Plan: Book 324 Page 36 (Parcel B) & Book 270 Page 100 (Parcel B & Lot A-1) Background .With request No. 2014-031, U.S. Immigration and Customs Enforcement sought a Special Permit pursuant to Section 240-108 and the terms of Special Permit No. 1997-008 and Variance No. 1997- 009, as issued by a Memorandum of Understanding dated August 18, 1999 and as modified by Special Permit No. 2002-129. Condition No. 3 of Special Permit 1997-008 states that "no new antennas or other attachments shall be placed on the tower...except subject to the special permit procedure of the Town." The Petitioner sought to add one 224" whip antenna and appurtenant equipment within the 170 foot lease area on the tower. All ground-mounted equipment will be fully enclosed within the existing equipment building. The subject property is a 1.73 acre parcel developed with a 387 foot tall lattice telecommunications tower, topped with a television transmission antenna that increases the total height of the structure to +/- 431 feet. The tower is permitted by-an August 18, 1999 Memorandum of Understanding between the Town of Barnstable and AirComm of Avon, LLC and Paul and Sandra Flynn. AirComm and the Flynn's applied to the ZBA for permits to reconstruct a tower that had been unlawfully erected; the Board denied those permits. The MOU was the product of the resulting appeal. Special permit to expand a preexisting nonconforming use and a variance from yard setbacks to allow installation of guy wires were issued through the MOU. Appeal No. 2002-129 modified the permits to allow the construction of an addition to the accessory equipment building. Appeal No. 2013-004 was granted to allow AT&T Mobility to add three panel antennas to the tower. Procedural & Hearing Summary Special Permit No. 2014-031 for a Special Permit to add one 224" whip antenna and appurtenant equipment within the 170 foot lease area on the existing telecommunications tower was filed at the Town Clerk's Office and Zoning Board of Appeals Office on May 22, 2014. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. A letter from Crown Castle dated February 10, 2014 authorized US Immigration and Customs Enforcement to apply for permits necessary to modify its facilities on the tower. Town of Barnstable : :i 6iS tt .{ rr.::5- Zoning Board of Appeals `` - l i Decision and Notice Special Permit No. 2014-031 — US Immigration and Customs Enforcement Section 240-108 and Modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by an August 18, 1999 MOU, as modified To allow for additional equipment on an existing telecommunications tower Summary: Granted with Conditions Petitioner: US Immigration and Customs Enforcement, as Lessee 10450 Furnace Rd, Lorton, VA 20598 Subject Property: 749 Oak Street, West Barnstable Assessor's Map/Parcel: 215/015/002 Property Owner: AirComm of Avon Zoning: RF Zoning District Hearing Date: June 25, 2014 Recording Information: Deed: Book 11147 Page 052 Plan: Book 324 Page 36 (Parcel B) & Book 270 Page 100 (Parcel B & Lot A-1) Background .With request No. 2014-031, U.S. Immigration and Customs Enforcement sought a Special Permit pursuant to Section 240-108 and:the terms of Special Permit No. 1997-008 and Variance No. 1997- 009, as issued by a Memorandum of Understanding dated August 18, 1999 and as modified by Special Permit No. 2002-129. Condition No. 3 of Special Permit 1997-008 states that"no new antennas or other attachments shall be placed on the tower...except subject to the special permit procedure of the Town." The Petitioner sought to add one 224" whip antenna and appurtenant equipment within the 1-70 foot lease area on the tower.. All ground-mounted equipment will be fully enclosed within the existing equipment building. The subject property is a 1.73 acre parcel developed with a 387 foot tall lattice telecommunications tower, topped with a television transmission antenna that increases the total height of the structure to +/- 431 feet. The tower is permitted by an August 18, 1999 Memorandum of Understanding between the Town of Barnstable and AirComm of Avon, LLC and Paul and Sandra Flynn. AirComm and the Flynn's applied to the ZBA for permits to reconstruct a tower that had been unlawfully erected; the Board denied those permits. The MOU was the product of the resulting appeal. Special permit to expand a preexisting nonconforming use and a variance from yard setbacks to allow installation of guy wires were issued through the MOU. Appeal No. 2002-129 modified the permits to allow the construction of an addition to the accessory equipment building. Appeal No. 2013-004 was granted to allow AT&T Mobility to add three panel antennas to the tower. Procedural & Hearing Summary Special Permit No. 2014-031 for a Special Permit to add one 224"whip antenna and appurtenant equipment within the 170 foot lease area on the existing telecommunications tower was filed at the Town Clerk's Office and Zoning Board of Appeals Office.on May 22, 2014. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. A letter from Crown Castle dated February 10, 2014 authorized US Immigration and Customs Enforcement to apply for permits necessary to modify its facilities on the tower. Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2014-031—US Immigration and Customs Enforcement i The hearing was opened on June 25, 2014 at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding this appeal were Craig G. Larson, Brian Florence, George T. Zevitas, David A. Hirsch, and Herbert K. Bodensiek. There was no representative of US ICE'at the hearing. The Board reviewed the requirements outlined in the ordinance necessary to grant a Special Permit. Public comment was requested and no one spoke in favor of or in opposition to the_request. Findings of Fact At the hearing of June 25, 2014, the Board made the following findings of fact for Special Permit No. 2014-031, a request by US Immigrations and Customs Enforcement to add one whip antenna to an existing telecommunications tower at 749 Oak Street, West Barnstable: 1. U.S. Immigration and Customs Enforcement, as lessee, petitioned for a Special Permit under §240-108, pursuant to Special Permits Nos. 1997-008 and Variance No. 1997-009, issued by an August 18, 1999 Memorandum of Understanding. The petitioner proposed to install one antenna and appurtenant equipment at the 170 feet mounting height on an existing telecommunications tower. 2. The property is located at 749 Oak Street, West Barnstable, MA as shown on Assessor's Map 215 as parcel 015-002. It is zoned Residence F. 3. The proposal by US Immigrations and Customs Enforcement to add one antenna and appurtenant equipment within the 170 foot lease area on the existing lattice communications tower at 749 Oak Street, West Barnstable meets all of the requirements of Section 240-107 of the Zoning Ordinance. The installation is supported by a passing structural analysis prepared, signed and stamped by a Professional Engineer registered in Massachusetts. 4. The proposed antennas will not increase the height of the tower. 5. A Site Plan approval letter dated June 18, 2014 was issued for the proposed installation. 6. Based on an evaluation of the material submitted and the evidence presented, the proposal will not be a substantial detriment to the public good and will not nullify or substantially derogate from the intent or purpose of the zoning ordinance.. 7. The proposal fulfills the spirit and intent of the Zoning Ordinance and does not represent a substantial detriment to the public good or the neighborhood affected. The proposal will not be substantially more detrimental to the neighborhood than the existing structure. " 1 The vote to accept the findings was: AYE: Craig G. Larson, Brian Florence, George T. Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant the Special Permit subject to the following conditions: 1. The request for a Special Permit issued pursuant to Section 240-108 as required by Special Permit 1997-08 and Variance 1997-09, as modified by Appeal No. 2002-129 and 2013-004, is granted to U.S. Immigration and Customs Enforcement to allow the installation and operation of one antenna and appurtenant equipment within the 170 foot lease area on the existing lattice communications tower at 749 Oak Street, West Barnstable. 2. The improvements shall be installed as shown on the plans in "Exhibit C—Technical Drawings of Proposed Work" and the structural analysis by FDH Engineering, Inc-dated August 16, 2012. 2 Towp of Barnstable Zoning Board of Appeals-Decision and Notice Appeal No.2014-031-US Immigration and Customs Enforcement 3. All,conditions of Special Permit 1997-08, Variance 1997-09, and Appeal 20027129 and 2013-004 shall remain in full force and effect. 4. All work shall be completed in accordance with the requirements of the Site Plan Review approval dated June 18, 2014. 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: Craig G. Larson, Brian Florence, George T. Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Ordered Special Permit No. 2014-031 to allow US Immigration and Customs Enforcement to install one antenna and appurtenant equipment within the 170 foot lease area on the existing lattice communications tower and at 749 Oak Street, West Barnstable has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. cC i aig . Larson, air Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the.Town Clerk. Signed and sealed this_ 7�day of J U(`h under the pains and penalties of perjury. Ann Quirk, Town Clerk �11,fi�_ 3 I own of Barnstabi ? BAMSTAME. > Assessin Division MA 9 . Ck 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziait,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION June 5, 2014 RE: Adjacent Abutters List For Parcel(s) : 215-0.1.5-002 749 Oak St. West Barnstable, MA 02668 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s).as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors % Town of Barnstable , Zoning Board ®f Appeals (ZBA) Abutter Last for Map & Parcel(s)a '215015002' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. 'dotal Count: 13 � � Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 215001001 BONO, ROBERT F TR 732 OAK STREET 132 SCITUATE MASHPEE, MA 27910/175 REALTY TRUST ROAD 02649 LEBEL,STEVEN R& WEST 215002 GLENDA 754 OAK STREET. BARNSTABLE, 12284/120 MA 02668 WEST 215010 EWING,CAROLINE 14 MOCO ROAD BARNSTABLE, 22589/112 MA 02668 215011 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS, MA NONE OF(LDG) 02601 215014001 MERRITT,MARJORIE 20302 SAPPHIRE MAGNOLIA,TX 21658/144 F CIR 77355 AIRCOMM OF AVON 4017 MCMURRAY PA 215015001 LLC PMB 353 WASHINGTON 15317 12594/267 RD AIRCOMM OF AVON, 4017 MCMURRAY, PA 215015002 LLC PMB 353 WASHINGTON 15317 11147/52 RD PETERSON MARK E WEST 215016001 &JULIE R 741 OAK STREET BARNSTABLE, 27172/343 MA 02668 ARMSTRONG, ARMSTRONG FAMILY WEST 215016002 KATHRYN.H TR TRUST 735 OAK STREET BARNSTABLE, 16876/284 MA 02668 215018 BARNSTABLE,TOWN CONSERVATION 200 MAIN STREET HYANNIS,MA 26515/242 OF(CON) COMMISSION 02601 MASSACHUSETTS, DEPT OF ON, MA 0 CAMBRIDGE BOST 215019 COMMONWEALTH ENVIRONMENTAL 10 10 BOST 354/131 OF MANAGEMENT DONOVAN MARY. WEST' 215031 ANN 11 MOCO RD BARNSTABLE, 21116/131 MA 02668 ANTOS, BRIAN C 83 WEB 215033 JILL A 33 MOCO RD BARNSTABLE, 20369/104 MA 02668 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 512012014. I ht,p://maps.townofbamstable.us/a.reims/appgeoapp/AbutterReport.aspx?type=ZBA 5/20/2014 �5 ����;�•£��,June 6,�2014� �,1 - _ ...�.� _.-. c €i P rTOWN OF48ARNSTABLE i ZONING BbAR!)OF APPEALS, w `�. TOWN�OF BARNSTABCEoft'E",m�' NOTICE-OF-RUB THE ZONIAIG ZONING BOARD OF APPEALS ;fl r _.., qa s jORD1 O'14` Y'' j �� ui NOTICE OFY PUBLIC HEARINGS 11NDR THE • ORDINANCE �. a �. Ta all persons interested m or3affeded byjtheyachons of�the , JUKE ZS Z014 ` �' xf Zonng Board of Appeals-you'are hei bynotfied pursuant T. aU ersons mterested3m>oryafiecied by�fhaachons,of the: to Sechonll otChapter�40Aaof:the�Generel'Laws`�o(`the Zorifig re_of gppeals your are;Hereby o6fied pursuant; CommonwealUigM; qtu etts.kanarall ndmeritsthereto` to Section 11:oh Chapter-40A of ttie Ge^eral Laws of.the; thaC a pubic,heanng on the tollow'ing appeals° lbe h�e(dson Coiiimonweatth`of Massadiusetls and�all amend'mertls ftiereto Wednesday June 25 2014at the time indicated theta public hearrng on fhe foUbxnngyappeals`wrll beeltl on . 7;00 PM Comprehensive PermR.2005.100 Bay Poirrt,LLC 8 Wednesday June 25 20i4 at ilia tine urdrceted'c µPEN Busy;LLC y 7:U0 PM Comprehensive Pertnrt 2005e100 Bay Poin;LLC 8 + Bay,Poin;LLC,arFd PLM BuzzyC haysubmd�ed� quest ; PLM Buzry LLC�' u" ,x � , ,r 4 to'exyenda dafe es stipulated rn aSecond Memorandum.of Bay Poin;LLC and PLA9 Bruzy LLC'havesubmrtled a request .'Understandmg�exeaded jm connectlon tlh the Endorsetl ' to;extend a date as stlPutated m a}SecondgMemorandum.of; Disposition and.Settlement Agreement betwe Bay Pont IlC, UriAridin9'exepded ,m co echonl wdh°ttieF Endorsed : andrthe Town of`Bamslable�and Cotud Fie Distncl The Send: Disposr6on,and'Sgttlement Agreement between Bay Paint.LLC tNemorendum of Understanding stipulates a dale of June 30 and4he Town of Barnstable=and COMB Flre DIsUiLct`The Seoond z 2014 by which the applignt agreed tojundertake and complete= Memorandum of Understanding shpulatesa date of June 30'y all co`nslrucUon on theewsheg residence shown as Ewstmg D.0 2014 by which the apphrant agreed to undertakeand4complete on`a plan parbalty entitled Bay Potnl Towriheuses Layoutaand;; all consWdion on the eiastlng residence shownas EwsUng D u Landscape Sde:Plan dated and revsed 05-0tk09 The A rants_- on a plan parhalty enured Bay Paint�TownhousFlayout�and are;requeshngihe June 30 2D14 date�be exteo edrto 0 bar l Landscepe Sde:Plan date`dand revised-05 06-09.TtJeApphcaiits= 31 2014 Tfie request states ilia extension being requested In 2, are:iequesUng'ihe June 30 2014 date be.6 sided 1 Octotier; accb�dance wdh 760 CMR 56 05(11)�:Changes ABer Issuance a( 31 2014'The request states the extensran rs bung requested m ,I a.Pennd On.May 28 2014 the Zoning Board unanrroousty voted= accordance wjth:760 CMf2 56 OS(11)`Changes After Iss once of r 3o forward this request to a pubic heanng 3k t a Pe rnd On M.ay 28 2014 fhe~Zontng BoaM,unanimousty§yoted The property a subJecf to Comprehensive Pemir��t No 2005'100 to foiward this request rota public heanng � rR i. Cgtud Center Residences(Book,27606 P�9e 3)X an Endoised'` Ti a property is subjed'to Compratiensrve Permit No 2005100 l Disposfion and Settlement Agree"meiit(Book 271i06'Paget k Cotuit Center,Residences(Book 27506 Pager3 an,Endorsed is and,two Memorandums of Understa�dmg(Book 27606IPage 58 Disposition and:Settlement Agite�e"'ment;(Book 27606 Page 32) Book 27606 Page 61�The property rs locet drat 67~1 Mam SUee;�. and two Memorandums of Unde^rt pipg,+(Book127806 Page�58 r Coiurh MA a's slwwn oA Assessor s Map 038 as pereel`015 1His m`' -Book 27606 Page 61)The property rsJopted at 6ivmgii S"e - the Residence F Zoning District ' x > 3 �y �� . Colin MAas shown on Assessor s Map 036 asparcell5 It din 7 OO�PM App�ealNo 2014-01"�U S�2ltnmlgraUon and the:.esl encetF�Zo nm g Dtstri`dt ' , _ Customs"Erdorcement ' E M Appeal No: 2014-031 U S Immigration and - � U:3 ImmrgraUon�andtCustoms.Enforceme(tk as lessee Chas � r- Customs Eiif`orcemerrt S� rr n r �-2�,- � - ,x f ,petitioned fo'r a Spedal Pe'^nd under§240-108 antl a modrfiption .� US Immigration and�CustenuaFldorcemeM Mess a hoes~ of Special Perrnd's N s 1997-0OB aid Van nceNo1997-009 Iii peU6oned for a Spedal Pennd under§240-108 antl a modficaUon , Issued by,an August�k8�1999 MemoVaritlum'�of UYders anGmg ' sued cialf P Nos, 997-008 and Vanan�ce:Pao t1997-009 The peUUoner.�s propos ng to install one antenna and appurtenant i by an august 18 1999 Memorandum�of Understanding 06.ihent-,atgthe 170`feet mounting height one the exlsbng The petitioner w proposing to install one artteriria and appurtenant telecommurnrahons,tower-The property located at 749-oak egwpment at ttie 170 feet moun4ng height onthe ew's6ng Street WestBa stable MA as sf�own�on A sensor s Map 215 as teleeoinmumc`ahons tower The per rs Iocated�at 749 0ak�?` parcel 015 .02 It is zoned Residence'F s " ,Street West Barnstable MA as shown on;Assess`ots Ma 275as 7 01 `i f ;t p Apparel Now Z004-03 Cap1.Cod;Chamber of p 7 01DPM A 'tt�s zoned ResrclenceF ¢ s Comme►ceu ppea No 2004-033 Cape Cod Chambers of , The Cape Cod�Chamber °e Commerce`has applied wry- Cammerrre ��- sr t �_r F modficahon dRUs 1Fdnance NoFF20U3N a om dficeUon of The:Cape'Cod Cftamber ofr CommerceappliedUserVananw No1957�33) which granted re Teti from'§240 f.I modficahon of'lJse Vanartce No 2003-045 (a modficaUon of 13(A),PnnapaI:Permitted Usesin the?RF 1.Zoning Distnd-The Use Variance No 957 33)-�wh�ch grantedW raf=from�§240-- applipnt�seelis,to allow fw a 370tsquare foot ezpansron of the i 13(A)'Prirtapal PemgttedFUses m the RF 1 Zenmg brstnd?Ttie� X exts�g*stntdu�e adtliUonalsparking andsmprovemerds�o�the apphpnt seeks to allow fora 370 squareafoot expar�uron of rise's internai sde dreulaf drneway The apphcent alsotseeks to:motlity�' existing stnrcturesadd�onalparl^ng anadFimprovemen thg the;pnor vanances}to allowifor adtirUonal'co Won'and tenants internal site dreiitar drnewa The a ficant also seeks to modifyf}T rn:the future wrttiout haying to return tothe�zbnmgBbard foi�fuither ' the pndr yanance to aUowfor;addrbonal,construchon°and tenants f permd nrodificaUons pro tided that 1).itie use'is Chamber related_; , �� �s m the'htture Hnthout rig to realm to the Zoning BoidRfurTher or an office use and 2)the future cons�truc�an cernplies wrthfall r penntt modficehons provided fhat 1)ilia use rs Chamber related a Ilceble dimensional re uuements of the Zomn Ordinance a rrtu x-h rtig pp Q y i i g� y xr or a"n ode use and 2 the future o�nstrtr�on�cflmplies with all The=property rs located;at 5 Path Page way Cen ernile MA as applicable dimensionalkregmrements oaf ihef*ZomrigOrdmari g, shown on Amssessor� Map 235 as Psrcels 003$00-and 003 W00{ c� The pioperly rs located 5 Path PageiWay Centemlle fMA ash )t�fi coned Rer�sldenF1� d 1�4 f r) nss" 6e xshown on Assessor s Map 235 as Parcels 003 800 and 003�W00 �r a 02 PM rAon?a1 klo 20�4-03 F B€n5he �t or 2 s 4 sr `tt rs zoned Residence F 1' ;" k d-`� h Ss 7 OZ PM Appeal No 2014-034 B rube c Michael andkJulie Berube YerpeUUoned;for a modficaLon' � cr s• ,'a+.�F arA tit] :sK *<'•t, �f Mictiael and Julie Be'Ut have petitioned for a:modificaUon of�Speaal Pennih1996-06 p 4".altemahvety�a SpeaalcFennda Pe �ety' �� irrsuant to 240 92 �Nonconformm�`burld s or shuc4 s of S d.. . 1996-068 and altematry apSpeca�al Permd �P = a„ § . s 9 ^9 pursuant to §240 92 Nonconforming-buddmgs ar strudtires �A used as singf Wit jrjes dences sJ: petitioners seeker expand,( used as single fam�ty�resrdences Thep tlhoners seek to expand ail ernsUng dwe5lmg.by iriaeasmg_tfie�se�nd�floor fmng,a ! pan assisting dwelling by`ncreasmgztlretisecond'•floor`Imng area through the adddron of a dormer SpaaePermd199;fi-068 ich through the addition of a dormer Spedal.Pemut 199tr0'�68 which°^ permitted expaon of'the dwellArig noon oonfonnance wdh `penndta expans`wnfo he`dwellmgsnot aconfbr ance wdh y seihadc requuemerds�liidudes a�condfion U�atastates there setback requirements indudesa=conddion that?[startes 'Uieie�', shall be no ,fuitheiexpasrorrof Ut�szdwellirig,on thrsund¢edc shall be no furttier:expanswn of this dwelling on thts'unders¢ed j lot The pioperty p locatedd aY 55'Longwodd Avenue,Hyannrs, lot itie property is Ioc6A at 55yLongwood Avenue Hyannis iHy"a ispdrt) MA+as"5hown�on Assessors Map 287 as Parcel r ,. ate..--rY f -"�- i , y(Hyanriisport) MA;as showm on Assessor s Ma 287 as Parcel ' 055 tt rs zoned Residence F 1� ti It f Px cs x it 'at' �055 If is zoned Residence F 1. —i �r �. %.:These public heann�gs w�l be held at to B blevTownlall Thubficheamigs'vn0'beheldattheBamstablgTownHall 367 Mam,$treet llyannis MAjHearfng�t2aolocated-othe 367 ain St2e; Hyannis MA Heating�, located ontihe 2nd Floor Wednesday June 25.201� Plans-and appricehons 2nd,Floor Wednesday June 25 2014 Flans andta`Ilcahans= :may be renewed at thetZonmg Board ofAppeas Office Giowth may be renewed atrOieyZnnmg Board of P�Is, P Grp Menagemerrt YDepartgieFnt�own"Offiice.�sg200�M��et Management beparbnerrt Town Offices, 200 zMam SStreet '+ Flyannis MA `f R _�� Hyannis;MA r w 'r" :f ' s r Craig GeLarson,Chart r 3 ZOnmg 808 ApupealS Craig G larson�Chan t, r Zonrr�g,,Boaidrof'�Appeals� The Bamstebte Patnot ti y��� �-. ra rx The f3aritstalile Pathot � x, tune 6 and June 13 2014� ,, June 6 and Town of Barnstable Geographic Information System May 20, 2014 216002002 ® 216044 #49 216068 "216069 "•`• #2.355 216043 23#2240 0�'�• 5 #2335 #29 # 2160D2 939 _ 6216001 216073 " #830 #841 215014003 90 216013 6' #21� 215014002 #825 215023 #2246 014 215008 #800 195 0 501 19 5 2160 06 Is #38 �...�.501 •.#1 04' .'• 21 1 88 7 21 # 0 215010 215007 780•�� �- #2 6 �. 195016 4#7 2 1950�01 _ MO •'J 19501 215006� 9 r '.:il :n :�N, irii.:•:::: ::.::.::::' iii::::::..:'-:::':: i:•:' ::::.: :: :?•::•:•::'::::.::;:::::.. #89• 2150� '��.r:'%�:fly":'/.r,�.'%%/!.�.�.'..:'.�.�E/r��'4s:.�'�' ,,�fl.•;/,;:/,.:..;•..�.••::•.:..:�::•.::c::�:.:•:::"::.;:::•.::".:•::.•'••:::-.:.;:::•.::•.::•.:�'•-:.::.:.,: o #75 : /{vex; :%/.rf:.':.,. /t r'- <fnlr• z•tr.:?// 063 :'•2150-�3%Z�i'c• .:v .✓/:.r= .<,.,-• i`• 1960 24 •,:r r ✓ r rN r 9 •a, r 1 -r• • ✓,,. ,✓, .. fir.. . �.,/,....:....,�..... . 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'•%;'` %',�i".%,�/�'i>ylf,.'i,;:?:;i1,�`" , .r J. .>r. .�• 4t.',.,4i,•r O:I�,.+,OO�r.t. _ 'i::ii,'r,�f:/ .'..r,;r;•�1?�lr,. a� 1Y.r,f .;•..; ,i.. x r.:iY 7r ,f.,cy. �:%=' .z :l:;•.:.•::'::�;::�:P.:'•'�:::�.'.'-•�i fir:.?'.:-{?":::'4:;:;::-,':i.:.;'. 195028004 �9 21501�f10t:='! irft/'?j! %i.""ri:'�:., �ri,� r..r.�,, �.,yrlt,:;rlS..•.:.: 195028002 l rii, ?sr'•%� R: //t•Y{:ir/,% :�1SLC..:.�vt,;, rtiz' :::#7�9Si, .•'.�i 63r.• i`./�.t••4,, •{;.,Y.•,[ i:•� :r>,9 ;:f!-:nJ,..,..rr.%:7: :::.!:y,:..:.•:;.';:...c;, i; .::;?,:'{:; S24 � #4 � '�':.,r�.,:;f;' `r:�T•,..,j),.i :.hy, 5��� �iY!•../:;r. l 215034002 .,.�/./,�.,,,,���/t�Jw.,�. �.,Yz,:✓/r%/n �;{Yr,1/':". 216022 z, r #2235 216034-003 r.`- J•. 50 #689 i•:. 216020 19 7 2 0 rr #640 215034001 #0 #675 a 196029 'f iF G R 19421 21 #661 ..16017 # S 1 #0 riW Y ( W 5 .G o � �' Fe t APE fD M DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:215 Parcel:015002 Zoning Board of Appeals(ZBA} Selected Parcel boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Parties of interest are those directly opposite subject lot on a W 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessors tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. ✓//f%, such as building locations. Buffer r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Appication 'Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic.- OKH Preservation / Hyannis Project Street AddressST- Village Owner �! e 0VA Uc Address I T_L(11 1,J Telephone 6 bo) 1d�3 �j� So 3 3 6 Permit Request ►^C (t -►tAOL, �O� o.^z, '/di•K��eG ^�1, L) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 'GZ 1 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing \ d/coal �dve: Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Bann, 0 existinFa ❑ A-dw size_ -� n Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ry rn Current Use Proposed Use CV, APPLICANT INFORMATION a�� s�12 (BUILDER OR HOMEOWNER) (Name -Telephone Number JV& 17e)o� n _ Ad ess_ 2 \lAwl_ 1`,C�` • License # �-S C e)7 3 5__ 1a Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -� SIGNATURE .-DAT-E _ /� FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: s l—j,FOUNDATION,:.,.�.�, :.,a �.. G FRAME INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING } DATE CLOSED OUT r ASSOCIATION PLAN NO. ti Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information n Please Print Letzibly V_ Name(Business/Organization/individual): e��C��� ca Address: Soo Wa� SLA'- . 3 600 City/State/Zip: (� �� • Phone#: C7 10 `76 Z-3 Are you an employer?Check the appropriate box: Type of project(required): 1.XI am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑*I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an capacity. employees and have workers' � y p ty comp. insurance.: 9. Building addition [No workers comp.insurance p required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no � �� pp employees. [No workers' 13.❑Other TGwer S X-QB�C comp. insurance required.] t DC_X-`�-' *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: '� I 1 �lU Expiration Date: . Zo 4V Cy Job Site Address� o 01- City/State/Zip:t �nrj"k IYVI�� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains an penalties of perjury that the information provided above is true and correct Si afar Date: [ 3 Phone#: I �� Official use only. Do not write in this area,to be completed by city or town ofciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 04�2/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statementon this certificate does not confer rights tothe certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Willis of Pennsylvania, Inc. PHONE FAX c/o 26 Century Blvd. 8 7-945-7378 888-467-2378 P. O. Boa 305191 -MAIL certificat s@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDINGCOVERAGE NAIL# INSURERA: Federal Insurance Company 20281-005 INSURED CROWN CASTLE INTERNATIONAL CORP. INSURER B:N— Hampshire Insurance Co. 23841-000 See Attached Named Insured List INSURERC: 1220 Augusta Dr. Suite 500 Houston, TX 77057 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:197 87 05 0 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS -imA GENERAL LIABILITY Y Y 7021-02-28 /l/2013 4/1/2014 EACHOCCURRENCE $ 11000,000 % COMMERCIAL GENERAL LIABILITY "AGE EaEomrence $ 1 000 000 CLAIMS-MADEa OCCUR MEDEXP(Any one person) $ 5 000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMITAPPLIESPER., PRODUCTS-COMP/OPAGG S 2,000,000 POLICY PRO- LOC Cp $ A AUTOMOBILE LIABILITY Y Y 7021-02-29 /1/2013 4/1/2014 (EaaoddeM)INGLELIMIT $ 1,000,000 % ANY AUTO BODILY I NJURY(Per person) $ ALLOWNED SCHEDULED BOD I LY I NJ U RY(Per accident) $ AUTOS AUTOS HIREDAUTOS NON-0WNEO PeraPccident AMAGE $ AUTOS ( $ B % UMBRELLALIAB I% OCCUR Y Y 61844671 /1/2013 4/l/2014 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 51000,000 DED I RETENTION$ $ A WORKERS COMPENSATION Y 7171-06-98 /1/2013 4/1/2014 R AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVEa E.L.EACH ACCIDENT $ 1,000,000 NIA OFFICERIMEMBER EXCLUDED? IMandatoryInNH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 oyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach Acord 101.Addttonal Remarks Schedule,If more space is required) BU#870801 - Barnstable (Oak St.), 670 Oak Street, West Barnstable, MA 02632. see attached: CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE Town of Barnstable 367 Main St. Hyannis, MA 02601 Q7v►t�,J Coll:4001880 Tpl:1615966 Cert:19787050 ©1988-201 CORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I � ' Massachusetts - Department of Public Safety Board of Budding Regulations and Standards Construction Super% 6or License: Cs-077359 MICHAEL S RIALEY 2 YAWL ROjW .-. PLYMO UTq. MA ,•. ft 1 Ex ,anion :�. cc y 0111:1204 a`�k ` 3530 Toringdon Way Tel: 704-405-6523 Suite 300 Fax: 724-416-6153 Charlotte, NC 28277 TO: Town of Barnstable 367 Main Street Hyannis, MA 02601 FROM: AirComm of Avon LLC c/o Pinnacle Towers 1549 Ringling Boulevard Sarasota, FL 34236 RE: Letter of Authorization Site ID: 870801 Carrier: CodComm, Inc. and Sandab Site Address: 749 Oak Street, West Barnstable, MA 02668 Dear Sir/Madam: As the owner of the above referenced property I am writing to notify the Town of Barnstable that I am aware of Sandab's (WQRC) and CodComm's(WPXC) respective antenna replacement projects, at the above referenced tower site. I have no objection to the proposed projects. I am also authorizing Crown Castle and its Construction Manager Michael Ruley to act as an agent on my behalf for the purpose of performing every and all act that is required, necessary and appropriate to prepare, sign, submit, file and present on my behalf building, permitting and/or zoning permits related to the above described real property. Thank you, . Air m of Avon LLC V 7 ( ture) (Date) (Title) I ' ACKNOWLEDGMENT State of North Carolina County of Mecklenburg On April 30, 2013, before me, Jennifer Taylor a Notary Public, personally appeared Cathy Piche, the East Area President for AirComm of Avon LLC c/o Pinnacle Towers, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. -- r,.' •''���`'.'F`� Tyr _. _. .. �- - Sigria'ture '�� (Seal) M-"Commission Expires on !S s f ' r "' A` Y P �i The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth,Corporations Division 4 �$' One Ashburton Place, 17th floor Boston,MA 02108-1512 °' FP tip` Telephone: (617)727-9640 AIRCOMM OF AVON, L.L.C. Summary Screen ? Help with this form Requesta,Certificate; I The exact name of the Foreign Limited Liability Company(LLC): AIRCOMM OF AVON,L.L.C. Entity Type: Foreign Limited Liability Company(LLC) Identification Number: 061444698 Date of Registration in Massachusetts: 07/14/1998 The is organized under the laws of: State: CT Country:USA on: 12/21/1995 The location of its principal office: No. and Street: 1220 AUGUST DRIVE, SUITE 500 City or Town: HOUSTON State: TX Zip: 77057 Country: USA The location of its Massachusetts office,if any: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM No. and Street: 155 FEDERAL STREET STE 700 City or Town: BOSTON State: MA Zip: 02110 Country: USA The name and business address of each manager: Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER VICTOR A DUVA 1209 ORANGE STREET WILMINGTON,DE 18901 USA MANAGER KENNETH UVA 1209 ORANGE STREET WILMINGTON,DE 18901 USA MANAGER PINNACLE TOWERS LLC SOLE MEMBER 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER E.BLAKE HAWK 1220 AUGUST DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER W.BENJAMIN MORELAND 1220 AUGUST DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER JAY A BROWN 1220 AUGUST DRIVE,SUITE 500 HOUSTON,TX 77057 USA The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 5/3/2013 The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 2 Title Individual Name Address(no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY CATHY PICHE 3530 TORINGDON WAY SUITE 300 CHARLOTTE,NC 28277 USA REAL PROPERTY LYNN HOWELL 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY JAY A.BROWN 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY JIM YOUNG 2000 CORPORATE DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY PHIL KELLEY 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY W.BENJAMIN MORELAND 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY CHRISTOPHER MOONEY 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY E.BLAKE HAWK 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY DONALD J REID JR 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS If= Annual Report I Annual Report-Professional Application For Registration Certificate of Amendment • , . 41-pings + -_ KSWeF— 171IR13,4411 Comments m 2001-2013 Commonwealth of Massachusetts All Rights Reserved Help I http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 5/3/2013 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth, Corporations Division One Ashburton Place 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 CROWN CASTLE ATLANTIC LLC Summary Screen ? Help with this form 7477 a5Certificate The exact name of the Foreign Limited Liability Company(LLC): CROWN CASTLE ATLANTIC LLC The name was changed from: CROWN ATLANTIC HOLDING SUB LLC on 6/18/1999 Entity Type: Foreign Limited Liabilily Company(LLC) Identification Number: 742910601 Date of Registration in Massachusetts: 03/31/1999 The is organized under the laws of: State:DE Country: USA on: 03/18/1999 The location of its principal office: No. and Street: 1220 AUGUSTA DRIVE SUITE 500 City or Town: HOUSTON State: TX Zip: 77057-0000 Country:USA The location of its Massachusetts office, if any: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM No. and Street: 155 FEDERAL STREET STE 700 City or Town: BOSTON State: MA Zip: 02110 Country: USA The name and business address of each manager: Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER E.BLAKE HAWK 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER W.BENJAMIN MORELAND 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA MANAGER JAY A BROWN 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER VICTOR A.DUVA 1209 ORANGE STREET WILMINGTON,DE 19801 USA MANAGER KENNETH J UVA 1209 ORANGE STREET WILMINGTON,DE 19801 USA The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 5/3/2013 The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 2 of 2 recordable instrument purporting to affect an interest in real property Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY R.CHRISTOPHER MOONEY 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY JIM YOUNG 2000 CORPORATE DRIVE CANONSBURG,PA 15317 USA REAL PROPERTY PHIL KELLEY 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY W.BENJAMIN MORELAND 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY CATHY PICHE 3530 TORINGDON WAY CHARLOTTE,NC 28277 USA REAL PROPERTY E.BLAKE HAWK 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY JAY A BROWN 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY LYNN HOWELL 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS Annual Report Annual Report-Professional Application For Registration Certificate of Amendment t,V•i_ew�,Filings;� I ,;,;,,�;, ,New.Search Comments 0 2001-2013 Commonwealth of Massachusetts L: All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 5/3/2013 T � cDCASate: April 02,2013 ® S o WN E Andrew Bazinet Crown Castle Crown Castle 2000 Corporate Drive 46 Broadway Canonsburg, PA 15317 Albany, NY 12204 (724)41.6-2000 Subject: Structural Analysis Report Carrier Designation: SANDAB COMMUNICATIONS INC Co-Locate Carrier Site Name: Barnstable Crown Castle Designation: Crown Castle BU Number: 870801 Crown Castle Site Name: Barnstable(Oak St.) Crown Castle JDE Job Number: 227332 Crown Castle Work Order Number: 592875 Crown Castle Application Number: 181784 Rev. 0 Engineering Firm Designation: Crown Castle Project Number: 592875 Site Data: 670 Oak Street,WEST BARNSTABLE,Barnstable County, MA Latitude 410 41'20.09", Longitude-700 20'47.06" 420 Foot-Guyed Tower Dear Andrew Bazinet, Crown Castle is pleased to submit this"Structural Modification Report"to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 592875, in accordance with application 181784, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level in the proposed modifications as outlined in the attached drawings, "Appendix D". Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: LC4: Modified Structure w/Existing +Reserved+Proposed Sufficient Capacity Note:See Table I and Table II for the proposed and existingfreserved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and 2009 IBC as amended by the 2010 Massachusetts State Building Code, Eighth Edition, based upon a wind speed of 120 mph 3-second gust. Exposure Category C was used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. 17 ..,..� „ Structural analysis prepared.by: Michael P.E.DOUGI K. Respectfully submitted by:, PINE _ CIVIL. NO. 45281 Douglas K. Pineo, P.E. Manager Structural Design tnxTower Report-version 6.0.4.0 r April02, 2013 420 Ft Guyed Tower Structural Analysis CCI BU No 87080 2 Project Number 592875,Application 181784,Revision 0 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table 2,-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information I 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4A)Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations 8)APPENDIX D Required Modification Drawings tnxTower Report-version 6.0.4.0 April 02, 2013 420 Ft Guyed Tower Structural Analysis CCl BU No 870801 Project Number 592875,Application 181784, Revision 0 Page 3 1)INTRODUCTION This tower is a 420 ft Guyed tower designed by CENTRAL TOWER, INC. in August of 2000.The tower was originally designed for a wind speed of 100 mph per TIA/EIA-222-F. The modification drawings designed by CCI and attached in Appendix D, have been considered in this analysis. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 120 mph with no ice,40 mph with 0.75 inch ice thickness and 60 mph under service loads,exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) 273.0 1 298.0 ! 1 eri �- -- --MPX-6C-- -- --- ---� -� Table 2-Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) 412.0 412.0 1 4 miscl �--DIELECTIRC TUP-C4 ----- -- 409.0 409.0 4 miscl DIELECTIRC TUP-C4 j 405.0 405.0 4 miscl DIELECTIRC TUP-C4 402.0 402.0 3 miscl DIELECTIRC TUP-C4 1 6-1/8 1 399.0 399.0 3 miscl DIELECTIRC TUP-C4 396.0 396.0 3 miscl DIELECTIRC TUP-C4 387.0 387.0 1 tower mounts Side Arm Mount[CO 301-1) 379.0 1 scala OG06-905/945 gabriel 373.0 1 electronics GHF4-23A 1 1-1 1 373.0 1 tower mounts Pipe Mount[PM 601-11 1 1 tower mounts Side Arm Mount[SO 30571 361.0 361.0 1 shively labs 6812 1 3 3 1 tower mounts Pipe Mount[PM 601-1] 345.0 355.0 1 shively labs 6014-2 345.0 1 tower mounts Side Arm Mount[CO 301-1) 1 1-5/8 2 342.0 1 decibel ASP-973 1 gabriel GHF4-23A 1 1/2 335.0 electronics 1 1-1/4 1 335.0 1 tower mounts Pipe Mount[PM 601-11 1 - tower mounts Side Arm Mount[SO 306-1] t' 315.0 1 rfs celwave BMR12 305.0 305.0 1 tower mounts Side Arm Mount[SO 307-1] 273.0 298.0 1 shively labs T 6810-6 - - 3 273.0 1 tower mounts I Side Arm Mount[CO 301-1) 1 1 3 F 1 tnxTower Report-version 6.0.4.0 r April02, 2013 420 Ft Guyed Tower Structural Analysis CO BU No 870801 Project Number 592875,Application 181784,Revision 0 Page 4 Center Number Feed 41;Antenna Mounting Line Antenna Model ofFeed Line Note Level(ft) Elevation anufacturer Lines Size(in) (ft) -269.0 { nicom BKG/77[2 ]I 1 11-5/8 1 1 264.0 264.0 1 tower mounts Side Arm Mount SO 305-1 l 1 263.0 1 kreco CO-41A 1 7/8 1 257.0 257 0 1 tower mounts Side Arm Mount[SO 305-1] 1 6 encsson. RRUS 11 3/8 22 5/8 -6 -1 kathrein 782-10250 12 1-5/8 1 6 kathrein 800 10121 w/Mount Pipe 2 kmw AM-X-CD-14-65-OOT-RET communications w/Mount Pipe _ _ 2 248.0 248.0 kmw AM-X-CD-16-65-OOT-RET 1 communications w/Mount Pipe 6 powerwave LGP17201 1 technologies 1 raycap DC6-48-60-18-8F Fq 1 tower mounts Sector Mount[SM 302-3] 240.0 1 kreco CO-41A 1 1-1/4 1 234.0 234.0 1 tower mounts Side Arm Mount[SO 307-1] . �231.0 r 237.0 1 kreco CO-41A 1 1-1/4 1 I 231.0 1 tower mounts Side Arm Mount[SO 307-1] 223.0 228.0 1 decibel DB809T6E-XC - 1 223.0 1 tower mounts Side Arm Mount[SO 304-1] 216.0 216.0 I mark MHP-60A72L 1 7/8 1 1 tower mounts Pipe Mount[PM 601-1] 206.0 206.0 1 decibel DB292-A 1 tower mounts Pipe Mount[PM 601-11 1. 7/8 1 199.0 203.0 1 decibel DB408-A 199.0 '1 tower mounts Side Arm Mount[SO 304-1] 1 1/2 1 197.0 203.0 1 kreco CO-41A 197.0 1 � tower mounts Side Arm Mount[SO 305-1] 187.0 194.0 1 en 1105-2 1 3 1 187.0 1 tower mounts Side Arm Mount[SO 305-1]. 170.0 179.0 - 1 andrew DB616E-BC 1 7/8 2 170.0 • 1 tower mounts Side Arm Mount[SO 305-1] 1 andrew KP4F-17A 169.0 169.0 1 1/2 1 1 tower mounts Pipe Mount[PM 601-1] 155.0 163.0 1 decibel DB560-E 1 7/8 1 155.0 1 tower mounts Side Arm Mount[SO 306-11 156.0 1 decibel ASP-973 y 1.� andrew PI -59D 1 7/8 r , 150.0 150.0 1 tower mounts Pipe Moun t[PM 601-1] 1 EW52 1 1 tower mounts Side Arm Mount[SO 304-1] 144.0 144.0 -1 andrew P4-105 1 EW90 1 tnxTower Report-version 6.0.4.0 1 April 02, 2013 420 Ft Guyed Tower Structural Analysis CCI BU No 870801 Project Number 592875,Application 181784, Revision 0 Page 5 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) l (ft) 1 1 tower mounts Pipe Mount[PM 601-11 1 gabriel HE4-180B 138.0 138.0 electronics 1 EW90 1 1 tower mounts Pipe Mount[PM 601-1] gabriel DRFB8-82SE 133.0 133.0 1 ' � electronics 1 EW90 1 1 1 tower mounts Pipe Mount[PM 601-11 1 decibel DB212-1 1 1/2 1 129.0 129.0 1 tower mounts Pipe Mount[PM 601-11 113.0 1 kathrein OGB4-900D - 1 111.0 111.0 1 tower mounts Side Arm Mount[SO 304-1J 1 gabriel SSP4-23B 65.0 65.0 electronics 1 1/2 1 1 tower mounts Pipe Mount[PM 601-1] 1 channel master 1.2M 1 1/2 1 1 26.0 26.0 1 tower mounts Pipe Mount[PM 601-1] 1 1 channel master 1.2M 1 1/2 1 ff 18.0 18.0 tower mounts Pipe Mount[PM 601-11 I . 1 16.0 16.0, channel master. 1.2M 2 1/4 1 ' . " 1 tower mounts Pipe Mount[PM 601-11 1 channel master 1.2M 1 1/4 1 14.01. 14.0 1 tower mounts Pipe Mount[PM 601-1] Notes: 1) Usting Equipment 2) Reserved Equipment 3) Equipment To Be Removed;not considered in this analysis Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed .Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) 420 420 1 i dielectric TUP-C4-6-1 1 6-1/8 360 1 360 J 9 decibel DB810 9 1-5/8 330 330 9 decibel DB810 9 1-5/8 310 310 =9 decibel DB810 9 1-5/8 265 265 1. generic 35' Broadcast 1 4 263 263 3 generic 15'Omni J 3 1 1-1/4 259 259 1 generic 10'Bogner a - 1 2 7/8 generic Omni 252 252 1 12 generic Panels 12 1-1/4 9 decibel DB810 230 230 - 21 1-518 ' - 12 decibel DB980 217 217 1 generic Dipole, 1 7/8 216 216 1 generic 2-Bay Broadcast 1 4 tnxTower Report-version 6.0.4.0 , r AprilOZ 2013 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 592875,Application 181784, Revision 0 Page 6 Center Number Feed Mounting Line Number Antenna 9 Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) 1 200 200 21 I decibel DB810 2 1-5/8 183 F 183 1 generic 12'Omni 1 7/8 182 182 1 generic 15'Omni 1 7/8 181 181 T 1 J generic Grid Dish 1 7/8 6 decibel DB810 6 718 j 175 175 12 decibel DB980 12 1-5/8 1 168 168 1 generic. Grid Dish 1 1/2 162 162 2 generic Dish w/Radome 2 7/8 152 152 1 generic 12'Omni 2 1/2 1 generic 9'Omni 151 151 1 generic Dish w/Radome 1 1-1/4 145 145 ' 1 generic 12'Omni 1 112 r 1 generic r Dish w/Radome 1 7/8 12 decibel DB980 12 1-5/8 144 144 1 generic 12'Omni 137 137 1 generic 16'Omni1 1 7/8 134 134 2 generic Dish w/Radome 2 7/8 132 132 1 generic Dipole 1 1/2 120 120 12 decibel DB980 12 1-5/8 100 100 6 decibel DB810 6 7/8 73 73 1 generic Omni 1 1/2 62 62 1 generic Omni 1 1/2 35 35 1 generic 0.50m Dish 1 RG 26 26 1 generic 1.75m Dish 1 RG 23 23 1 generic 0.75m Dish 1 RG 22 22 1 generic 0.75m Dish 1 RG 14 14 1 generic 0.75m Dish 2 RG 1 generic 1.2m Dish 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS 1 FDH 1409298 1 CCISITES 4-TOWER FOUNDATION Central Tower/FDH(Mapping) 1409305 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Central Tower 2042906 CCISITES DRAWINGS 4-TOWER REINFORCEMENT Crown Castle Appendix D ON FILE DESIGN/DRAWINGS/DATA . tnxTower Report-version 6.0.4.0 April 02, 2013 CCl BU No 870801 420 Ft Guyed Tower Structural Analysis Page 7 Project Number 592875,Application 181784, Revision 0 3.1) Analysis Method tnxTower(version 6.0.4.0), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the.referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error.Crown Castle-should be notified to determine the effect on the structural integrity of the tower. i 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) SCritical PP_allow % Pass/Fair No°n Elevation(itj Component Type Size Element P(K) (K) Capacity L1 1 420=388 Latticed Pole Leg L4x4x5/16 ! 1 I -62.66 73.04 85.8 Pass L1 420 388 Latticed Pole 1 16 -10.24 13.48 75.9 Pass Diagonal L1 420=388 Latticed Pole' 1x1/2 20 -1.09 2.46 44.1 Pass Horizontal Li 490-388 Latticed Pole Top 1x1/2 5 -0.06 2.46 2.4 Pass Girt -J Lt 420-388 Latticed Bottom Girt Pole 1x1/2 12 3.98 16.20 24.6 Pass T1 388-380 Leg 2 1Y2 .121 -74.48 188.72 54 2(b) Pass T2 380-360 Leg 21/2 148 -91.37 167.37 54.6 Pass T3 360-340 Leg 2 112 193 -133.26 167.37 79.6 Pass 74 T340-320 Leg 2 1/2 238 -168.43 167.37 100.6 Passe T5 320-300 Leg 2 1/2 283 -175.97 206.09 85.4 Pass T6 300-280 Leg 2 314 346 199.33 212.51 93.8 Pass 1 I ' 280 260 . Leg 2 3/4 r 391 220.81� 252.39 87.5 Pass ' 8 260-240 Leg 2 3/4 454 232.85 252.39 92.3 Pass T9 240-220 Leg SR2.75+1/2HSS3.5x0.3 517 -248.59 269.06 92.4 Pass (SR=50ksi,HSS=46ksi) T10 220-200 Leg 2314 562 -236.12 252.39 93.6' Pass T11 200-180 Leg 3 114 625 -237.17 316.79 74.9 Pass T12 180-160 Leg 31/4 671 -241.21 316.79 76.1 Pass T13 160-140 Leg 3 1/4 716 -281.86 316.79 89.0 Pass T14 140-120 Leg 31/4 761 -311.48 316.79 98.3 Pass 1' T15 120-100 Leg 3 1/2 806 326.06 375.80 986-h) Pass I T16 100-80 Leg 3 1/2 851 337.63 375.80 89.8 Pass T17 80-60 Leg 31/4 896 310.11 316.79 97.9 Pass T18 60-40 Leg 31/4 941 -261.69 316.79 82.6Pass T19 40-20 Leg 31/4 985 -260.58, 316.79 82.3 Pass T20 20-6.79167 Leg 31/4 1030 -258.90 316.79 81.7 Pass tnxTower Report-version 6.0.4.0 April 02, 2013 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 592875,Application 181784,Revision 0 Page 8 Critical P(K) F'P allow % Pass/Fail j SeNCo. Elevation(tt) Component Type Sfze Element (K) Capacity 1 I 31/4 1060 25029 357.13 Pass T21 16.79167-5 1 Leg , , I " ` f 71.8(b) { T22 5-0 I Leg 3 1/4 1075 -287.55 361.70 79.5 Pass T1 388-38 I Diagonal 1 147 -6.57 12.69 51.8 Pass T2 380-360 Diagonal 1 157 -3.99 11.48 34.8 Pass T3 360-340 Diagonal 1 204 -10.16 11.48 88.5 Pass T4 340-320 Diagonal 1 279 -9.59 11.48 83.6 F Pass it T5 320-300 Diagonal 1 337 -5.98 11.48 52.1 Pass T6 300-280 Diagonal 1 357 -6.51 J 11.56 56.3 Pass T7 280-260 Diagonal 1 447 -7.43 11.56 64.3 Pass T8 260-240 Diagonal 1 465 -8.04 11.56 69.6 Pass T9 240-220 Diagonal 1 526 -8.27 11.65 71.0 Pass T10 220-200 Diagonal 1 616 8.40 11.56 72.7 Pass T11 200-180 Diagonal 1 118 666 -5.67 17.44 32.5 Pass T12 1 00-160 Diagonal 1 1/8 684 -4.38 17.44 25.1 Pass T13 160-140 Diagonal 1 1!8 728 824 17.44 47.3 Pass r T14 _ 140,-120 Diagonal 1 1/8 791 -10.20 17.44 58.5 Pass' T15 120-100 Diagonal 1 1/8 818 -6.86 17.47 39.3 Pass T16 100-80 Diagonal 1 1/8 861 -10.03 17.47 57.4 Pass T17 84-60 Diagonal 1 1/4 936 9.60 22.59 42.5 Pass TIs 60-40 Diagonal 1 1/4 981 2.59 3Z6 Pass T19 40-?a Diagonal 1 1/4 1026 5.27 22.59 23.3 Pass T20 20-6.79167 Diagonal 1 1/4 1040 -6.17 22.59 27.3 Pass T21 6.79167-5 Diagonal 1 1/4 J 1074 4.99 1 26.39 18.9 Pass T22 5-0 Horizontal C1240.7 1083 -0.34 195.22 19.7 Pass T5 320-300 Secondary L2x2xl/4 298 -3.05 22.86 13.3 Pass Horizontal 30.5(b) T7 280-260 Secondary L2x OA F406 3.82 �22.92 �16 7 Pass Horizontal �I 138•3(b) Secondary 17.6 T8 260-240 L2x2x1/4 469 -4.03 22.92 Pass Horizontal 140.4(b) T10 220-200 Secondary L2x2xl/4 588 -4.09 22.92 17.8 Pass Horizontal 40.9(b) T1 388-380 Top Girt L2x2x3/16 124 4.47 23.17 19.3 Pass T2 380-360 Top Girt L2x2x3/16 152 -1.88 8.74 21.5 Pass T3 366-340 Top Girt L2x2x3/16 198 0.73 23.17 3.2 Pass T4 340-320 Top Girt L2x2x3/16 241 -0.75 8.74 8.5 Pass T5 320-300 Top Girt L2x2x3/16 286 -0.56 7.58 7.4 Pass T6 J 300-280 1 Top Girt L2x2x3/16 351 0.97 23.17 4.2 Pass T7 280-260 Top Girt L2x2x3/16 394 -0.34 7.65 4.4 Pass T8 260-240 Top Girt , L2x2x3/16 459 1.30 23.17 5.6 Pass T9 240-220 Top Girt C6x10.5 521 2.33 100.12 2.3 Pass T10 220-200 Top Girt L2x2x3/16 567 -1.15 7.65 15.1 Pass T11 200-180 Top Girt L2x2x3/16 630 1.56 23.17 6.7 Pass T,12 180-160 Top Girt L2x2x3/16 673 1.34 23.17 5.8 Pass �T13 160-140 Top Girt L2x2x3/16 720 1.53 23.17 6.6 Pass tnxTower Report-version 6.0.4.0 April02, 2013 420 Ft Guyed Tower Structural Analysis CCI BU No 8708 01 I Pagee 9 Project Number 592875,Application 181784, Revision 0 Critical F`P_allow % p 1 Fail Section Elevation(ft) Component Type size Element P(� Pass(K) Capacity No. i T14 I 140-120 I Top Girt , L2x2x3/16 763 I 1.94 I 23.17 I 8.4 Pass T15 120-100 Top Girt L2)(W/16 808 1.41 23.17 6.1 Pass T16 100-80 Top Girt L2x2x3/16 853 1.26 23.17 5.5 Pass T17 80-60 Top Girt L2x2x3/16 900 2.22 23.17 9.6 Pass T18 60-40 Top Girt L2x2x3/16 945 1.73 23.17 7.5 Pass T19 40-20 Top Girt L2x2x3/16 990 1.46 23.17 6.3 Pass T20 20-6.79167 Top Girt L2x2x3/16 1033 1.65 23.17 7.1 Pass T21 6.79167-5 Top Girt L2xW/16 1063 2.85 23.17 12.3 Pass T72 5-0 Top Girt C12x20.7 1078 68.78 197.32 34.9 Pass T1 388-380 Bottom Girt UbQx3/16 128 -2.22 8.74 25.4 Pass T2 380-360 Bottom Girt L2x2x3/16 155 -0.37 8.74 4.2 Pass T3 360-340 Bottom Girt L2x2x3/16 200 -2.17 8.74 24.8 Pass T4 340-320 Bottom Girt L2x2x3116' 246 0.96 23.17 4.2 I Pass T5 320-300 Bottom Girt L2x2x3/16 290 -0.50 7.58 6.6 Pass T6 300-280 Bottom Girt L2xW/16 353 -0.71 8.79 8.0 Pass T7 280-260 Bottom Girt L2x2x3/l6 397 0.97 23.17 4.2 Pass i TB 260-240 Bottom Girt L2x1x3/16 461 -1.00 7.65 13.0 Pass T8 240-220 Bottom Girt C6x10.5 525 2.31 100.12 2.3 Pass T10 220-200 Bottom Girt L2x2x3/16 570 0.62 23.17 2.7 Pass T11 200-180 Bottom Gift L2x2x3/16 632 1.31 23.17 5.6 Pass T12 180-160 Bottom Girt L2x2x3/16 1 676 1.36 23.17 5.9 Pass T13 160-140 Bottom Girt 12x2x3/16 722 2.05 23.17 8.9 Pass T14 140-120 Bottom Girt 1-244116 768 1 1.43 23.17 6.2 Pass T15 120-100 Bottom Girt L2x2x3/16 813 1.69 23.17 7.3 Pass' �T18 100-80 Bottom Girt L2x2x3/l6 856 2.10 23.17 9.1 Pass T17 80-60 Bottom Girt L2x2x3/16 901 2.02 23.17 8.7 Pass T18 60-40 Bottom Girt L2x2x3/16 946 1.74 23.17 7.5 Pass I T19 40-20 Bottom Girt 12x2x3/16 r 992 1.34 -23.17 5.8 Pass T21 6.79167-5 Bottom Girt LW4116 1068 12.76 23.17 55A Pass T1 388-380 Guy A@384 7/8 1106 52.56 55.20 95.2 Pass T4 340-320 Guy A@330 1 1116 63.32 73.20 86.5 r-Pass T7 280-260 Guy A@270 1 1122 51.71 73.20 70.6 Pass F T9 240-220 Guy A@230 1 118 1128 65.93 93.60 70.4 Pass T11 200-180 Guy A@190 1 1 1134 J 46.87 1 73.20 1 64.0 1 Pass i T14 140 .120 Guy A@130 1 1 1140 46.08 73.20 1 63.0 J Pass T16 100-80 Guy A@90 1 1146 43.36 73.20 59.2 Pass T1 388-380 Guy B@384- 7/8 1099 52.81 55.20 95.7 Pass T4 1 340-320 Guy B@330 1 1115' 63.37 73.20 86.6 Pass T7 280-260 Guy B@270 1 1121 51.85 73.20 70.8 Pass T9 1 240-220 Guy B@230 1 1/8 1127 66.48 93.60 71.0 Pass T11 J 200-180 Guy 8@190 1 1133 47.51 73.20 64.9 1 Pass T14 140-120 J Guy B@130 I 1 1139 46.92 73.20 64.1 Pass r T16 100-80 Guy B@90 1 1145 44.10 1 73.20 1 60.3 Pass T1 388-380 Guy C@384 7/8 1091 52.30 55.20 94.7 Pass tnxTower Report-version 6.0.4.0 • April 02, 2013 420 Ft Guyed Tower Structural Analysis CC[BU No 8708010 708 10 Project Number 592875,Application 181784, Revision 0 Page Section :14 riticalP(K) Pass I Fail No. Elevation(ft) Component Type Size ement (K) Capacity 1111 62.79 73.20 85.8 Pass - T r T4 � 340-320 , . .Guy C@330 , 1 I -- -- � 1 -- T7 28.0-260 Guy CQ270 1 1117 50.85 73.20 69.5 Pass I T9 240-220 Guy C@230 1 1/8 1123 64.80 93.60 69.2 Pass T11 200-180 Guy C@190 1 1129 46.12 73.20 63.0 Pass T14 140-120 Guy C@130 1 1135 46.58 73.26 63.6 Pass f T16 100-80 Guy C@90 1 1141 44.56 73.20 1 60.9 Pass Top Guy Pull- 12x2x3/16 1094 -12.96 14.67 88.4 Pass T1 388-380 Off@384 I T4 340-320 Top Guy Pull- L2x2x3/16 1114 11.87 23.17 51.3 Pass Off@330 Top Guy Pull- L2x2x3/16 1120 9.13 23.17 39.4 Pass T7 280-260 Off@270 T9 240-220 Top Guy Pull- L2x2x3/16 1126 �.08 23.17 56.5 Pass Off@230 i 180 Top Guy Pull- t 2x2x3/16 1130 9.38 23.17 40.5 Pass I T11 200-180 Off@190 T14 140-120 Top Guy Pull- L2x2x3/16___] 1136 11.31 23.17 48.8 Pass Off@130 T16 100-80 Top Guy Pull- L2x2x3/18 1142 12.50 23.17 53.9 Pass Off@90 58.62 197.32 29.7 Pass .Top@ Ti 388-380 Torque Arm C12 x 20.7 1092 T1 388=380 Torque Arm L 6 x 4 x 3/8 LLV 1104 -73.80 92.34 79.9 Pass Bottom@384 Summary • Latticed Pole Leg 85.8 Pass (L1) Latticed Pote 75.9 Pass Diagonal (L1) Latticed Pole 44.1 Pass Horizontal (L1) Latticed Pole Top 2.4 Pass Girt(L1) Latticed Pole 24.6 Pass Bottom Girt (L1) Leg(T4) 100.6 Passe �`(-- Di M)al 88.5 Pass 11 II Horizontal 19.7 Pass (1-22) Secondary Horizontal 40.9 Pass (T10) Top Girt 34.9 Pass (T22) Bottom Girt 55.1 Pass (T21) Guy A(T1) 95.2 Pass Guy B(T1) 95.7 J Pass tnxTower Report-version 6.0.4.0 April 02, 2013 420 Ft Guyed Tower Structural Analysis CCI BU No 8708011 708 1 11 Project Number 592875,Application 181784, Revision 0 Page Critical F`P_allow % pas I Fail No. Section Size Elevation(ft) component Type Element P(� (K) Capacity 1— `Guy C(f 1)r 94.7 Pass 1 Top Guy Pull-Off 88.4 Pass (Ti) Torque Ann 29.7 Pass R Top(T1) _ Torque Ann Bottom(T1) 79 Pass Bolt Checks 91.1 Pass Rating= 100.E Passe Table 6-Tower Component Stresses vs.Capacity-LC4 Notes Component Elevation(ft) %Capacity Pass/fail 1,2 Base Foundation , 0 I 101.2 Pass 1 Inner Guy Anchor 0 56.7 Pass Foundation 1 Inner Guy Anchor 0 35.3 Pass I Shaft 1 Middle Guy Anchor 0' 74.2 Pass Foundation 1 Outer Guy Anchor 0 60.0 Pass Foundation 1 Outer Guy Anchor 0 29.1 Pass Shaft Structure Rating(Max from all components)= 101.2%2 Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. 4.1) Recommendations Perform the modifications detailed in"Appendix D"to remedy the deficiencies identified in Crown Castle Work Order No.586014. i tnxTower Report-version 6.0.4.0 C( WN Data. February 12,2013 ASVE I , May Carder Crown Castle Crown Castle 2000 Corporate Drive 3530 Toringdon Way,Suite 300 Canonsburg,PA 15317 Charlotte,NC 28277 (724)416-2830 Subject: Structural Analysis Report ` CBrrfer o»: CodComm Inc.Co-Locate 1 Carrier Site Number: 870801 Carrier Site Name: Bamstable Crown Castle Deslgnalllan: Crown Castle BU Number: 870801 I Crown Castle Site Name: Barnstable(Oak St) Crown Castle JDE Job Number 203775 Crown Castle Work Order Number: 576956 Crown Castle Application Number: 157800 Rev. 10 Engtheerfag Firm Designadon: Crown Castle Project Number. 5769N i 670 Oak Street,WEST BARNSTABLE,Barnstable County,AAA r Site Data: 1 Latitude 410 41'20.09", Longitude•700 20'47.06" 420 Foot-Guyed Tower Dear Molly Carder, Crown Castle is pleased to submit this Structural Analysis Report"to determine the structural integrity of the above mentioned tower. This analysis.has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the term of Crown Castle Purchase Order Number 576956, in accordance with application 157800,revision 10. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we ! have determined the tower stress level for the structure and foundation,under the following load case,to be: LC4.7:Existing+Reserved+Proposed Equipment Sufficient Capacity Nate:Sea Table 1 and Table 11 for the proposed and exIalk kese►ved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and 20091BC as amended by the 2010 Massachusetts State Building Code, Eighth Edition, based upon a wind speed of 120 mph 3-second gust- Exposure Category C and Structure Class II were used in this analysis. E All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. 1 i We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by:Scott Gintert,EIT/JCM Respectfully submitted by: ZH OF Mq REZA JENABZADEVI Reza Jenabzadeh,P.E. v CIVIL i Engineer II ! .o tnxTower Report-version 6.0.4.0 t j. f February 12,2013 CC/BU No 870801 420 Ft Guyed Tower Structural Analysis Page 2' Project Number 576956,Application 157800,Revision 10 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table"2-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs.Capacity 4.1)Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.0.4.0 February 12,2013 CC/BU No 870801 420 Ft Guyed Tower Structural Analysis Page 3 Project Number 576956,Application 157800,Revision 10 1)INTRODUCTION This tower is a 420 It Guyed tower designed by CENTRAL TOWER, INC. in August of 2000.The tower was originally designed for a wind speed of 100 mph per TIA/EIA-222-F.This analysis considers proposed modifications per reinforcement drawings prepared by Crown Castle, in November of 2012.Reinforcement consists of addition of secondary horizontal members between elevations 200'and 220',240'and 280',and 300' and 320'. The reinforcement also consists of addition of horizontals between 220'and 240%and addition of half pipe reinforcement to all legs between 220'and 240'. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 120 mph with no ice,40 mph with 0.75 inch ice thickness and 60 mph under service loads and exposure category C. Table 1 -Proposed Antenna and Cable Information Center Number Feed MountingNumber Antenna Line of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) 355.0 , 1 shively labs 6014-2 345.0 345.0 tower mounts Side Arm Mount[CO 301- 1 1-5/8 - T7 1 1� Table 2-Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (R 412.0 412.0 4 miscl DIELECTIRC TUP-C4 409.0 409.0 4 miscl DIELECTIRC TUP-C4 405.0 405.0 4 miscl DIELECTIRC TUP-C4 402.0 402.0 3 misd DIELECTIRC TUP-C4 1 6-1/8 1 399.0 399.0 3 miscl DIELECTIRC TUP-C4 396.0 396.0 3 miscl DIELECTIRC TUP-C4 387.0 387.0 1 tower mounts Side Arm Mount[CO 301- 1] 379.0 1 . scala OGD6-905/945 1 tower mounts Side Arm Mount[SO 305- 1 1-1/4 1 373.0 373.0 11 1 gabriel electronics GHF4-23A 1 1/2 2 1 tower mounts Pipe Mount[PM 601-1] 361.0 361.0 1 shively labs 6812 1 1/2 4 1 tower mounts Pipe Mount[PM 601-1] 342.0 1 decibel ASP-973 1 tower mounts Side Arm Mount[SO 306- 1 1-1/4 1 335.0 335.0 1] 1 gabriel electronics GHF4-23A 1 1/2 3 1 tower mounts Pipe Mount[PM 601-111 tnxTower Report-version 6.0.4.0 February 12,2013 420-Ft'Guyed Tower Structural Analysis CCI BU No 870801 Project Number 576956,Application 157800,Revision 10 Page 4 Center Number Feed Number Antenna Mounting Line Antenna Model of Feed Line Note Level(ft) Elevation °f Manufacturer Lines Size(in) Antennas 315.0 1 rfs celwave BMR12 305.0 Side Arm Mount[SO 307- 1 1-1/4 1 305.0 1 tower mounts 11 298.0 1 shively labs 6810-6 273.0 Side Arm Mount[CO 301- 1 3 1 273.0 1 tower mounts 1] 269.0 1 nicom BKG/77/2 264.0 Side Arm Mount[SO 305- 1 1-5/8 1 264.0 1 tower mounts 1] 263.0 1 kreco CO-41A 257.0 Side Arm Mount[SO 305- 1 7/8 1 257.0 1 tower mounts 1] ' 6 encsson RRUS 11 kmw AM-X-CD-14-65-OOT-RET 2 communications w/Mount Pipe 1 3/8 5 kmw AM-X-CD-16-65-OOT-RET 2 5/8 1 communications w/Mount Pipe 248.0 248.0 1 raycap DC6-48-60-18-8F 6 kathrein J 782-10250 6 kathrein 800 10121 w/Mount Pipe powerwave LGP214OX 12 1-5/8 1 6 technologies �- tower mounts Sector Mount[SM 302-31 240.0 1 kreco CO-41A 234.0 234.0 1 tower mounts Side Arm Mount[SO 307- 1] 237.0 1 krec o CO-41A 231.0 231.0 1 tower mounts Side Arm Mount[SO 307- 1 1-1/4 1 1] 228.0 1 decibel DB809T6E-XC 223.0 223.0 1 tower mounts Side Arm Mount[SO 304- - - 1 1] 1 gabriel electronics SSP6-23 1 7/8 1 216.0 216.0 1 tower mounts Pipe Mount[PM 601-1] 206.0 206.0 1 decibel DB292-A 1 7/8 1 1 tower mounts Pipe Mount[PM 601-1] 203.0 1 decibel DB408-A 199.0 1 Side Arm.Mount[SO 304- 1 1/2 1 199.0 1 tower mounts 1] 203.0 1 kreco CO-41A 197.0 197.0 1 tower mounts Side Arm Mount[SO 305- 194.0 1 shively labs 6810-2 187.0 187.0 1 -T-tower mounts Side Arm Mount[SO 305- 1 3 1 1] tnxTower Report-version 6.0.4.0 February 12, 2013 420 Ft Guyed Tower Structural Analysis CCI BU No 870801 Proms Number 576956,Application 157800,Revision 10 Page 5 Center Number Number Feed Mounting Line Antenna Of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) 179.0 1 I andrew DB616E-BC 170.0 170.0 1 tower mounts Side Arm Mount[SO 305- 1 7/8 5 1J 1 andrew KP4F-17A 1 1/2 1 169.0 169.0 1 tower mounts Pipe Mount[PM 601-1] 163.0 1 decibel DB560-E 155.0 155.0 1 1 tower mounts Side Arm Mount[SO 306- 1 7/8 1 1] 156.0 1 decibel ASP-973 1 andrew PL6-59D 1 7/8 150.0 150.0 1 tower mounts Pipe Mount[PM 601-1] 1 EW52 1 . 1 tower mounts Side Arm Mount[SO 304- 1] 144.0 144.0 1 andrew P4-105 1 EW90 1 1 tower mounts Pipe Mount[PM 601-1] 138.0 138.0 1 gabriel electronics HE4-18013 1 EW90 1 1 tower mounts Pipe Mount[PM 601-11 133.0 133.0 1 gabriel electronics DRFB8-82SE 1 EW90 1 1 tower mounts Pipe Mount[PM 601-1) 129.0 : 129.0 1 decibel DB212-1 1 1/2 1 1 tower mounts Pipe Mount[PM 601-11 113.0 1 kathrein OGB4-900D 111.0 111.0 1 tower mounts Side Arm Mount[SO 304- 1] 65.0 65.0 1 gabriel electronics SSP4-236 1 tower mounts Pipe Mount[PM 601-1] 1 1/2 1 1 channel master 1.2M 26.0 26.0 1 tower mounts Pipe Mount[PM 601-1] 1 1/2 1 1 channel master 1.2M 18.0 18.0 1 1/2 1 1 tower mounts Pipe Mount[PM 601-1] 1 channel master 1.2M 16.0 16.0 2 1/4 1 1 tower mounts Pipe Mount[PM 601-1] 1 channel master 1.2M 14.0 14.0 1 1/4 1 1 tower mounts Pipe Mount[PM 601-1] Notes: 1) Existing Equipment 2) Existing Equipment;To be relocated from 368'elevation 3) Existing Equipment;To be relocated from 353'elevation 4) Existing Equipment;To be removed;Not considered in this analysis 5) Reserved Equipment tnxTower Report-version 6.0.4.0 February 12,2013 420•Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 576956,Application 157800,Revision 10 Page 6 Table 3-Design Antenna and Cable Information Center Number Number Feed MountingAntenna Line of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 420 420 1 ' dielectric TUP-C4-6-1 I 1 ( 6-1/8 360-7 60 9 decibel DB810 9 1-5/8 330 330 9 decibel DB810 9 1-5/8 310 310 9 decibel DB810 9 1-5/8 265 265 I 1 generic 35'Broadcast 1 4 263 263 3 generic 15'Omni 3 1-1/4 1 generic 10'Bogner 259 259 1 generic Omni 2 7/8 252 252 12 generic Panels 12 1-1/4 230 230_T_ 9 decibel DB810 21 1-5/8 12 decibel DB980 217 217 1 generic Dipole 1 7/8 216 216 1 generic 2-Bay Broadcast 1 4 I 200 200 21 - decibel D6810 9 7/8 12 1-5/8 1 183 183 1 generic 12'Omni 1 7/8 182 182 1 generic 15'Omni 1 7/8 181 1 181 1 generic Grid Dish 1 7/8 175 175 6 decibel DB810 6 7/8 12 decibel DB980 12 1-5/8 168 168 1 generic Grid Dish 1 1/2 162 162 2 generic Dish w/Radome 2 7/8 152 152 1 generic 12'Omni 2 1/2 1 generic 9'Omni - d . . 151 151 1 generic Dish w/Radome 1 1-1/4 i 1 generic 12'Omni 1 1/2 145 145 1 generic Dish w/Radome 1 7/8 12 decibel DB980 12 1-5/8 144 144 1 generic 12'Omni 1 112 137 137 1 generic 16'Omni 1 7/8 134 134 2 generic Dish w/Radome 2 7/8 132 132 T-T generic Dipole 1 1/2 120 120 12 decibel DB980 12 1-5/8 100 100 6 decibel DB810 6 7/8 73 73 1 generic Omni 1 1/2 62 - 62 1 generic Omni 1 1/2 35 35 1 , generic 0.50m Dish 1 RG 26 26 1 generic 1.75m Dish 1 RG 23 23 1 generic 0.75m Dish 1 RG 22 22 1 generic 0.75m Dish 1 RG 14 14 1 generic 0.75m Dish 2 RG 1 generic 1.2m Dish tnxTower Report-version 6.0.4.0 February 12,2013 420 Ft Guyed Tower Structural Analysis CC18U No 8708 01 Project Number 576956,Application 157800, Revision 10 Page e 7 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS FDH Engineering, Inc. , 1409298 CCISITES 4-TOWER FOUNDATION FDH Engineering, Inc. 1409305 CCISITES DRAWINGS/DESIGN/SPECS i 4-TOWER MANUFACTURER Central Tower Inc. 2042906 CCISITES I DRAWINGS 4-TOWER REINFORCEMENT Crown Castle 3375740 CCISITES DESIGNIDRAW I NGS/DATA T- 3.1) Analysis Method, tnxTower(version 6.0.4.0),a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error.Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS f Table 5-Section Capacity(Summary) Section Elevation(ft) Component Type Size critical P(K) F`P allow °� ity ass P I Fail No. Element (K) Capac Lt 420-388 Latticed Pole Leg L044/16 1 I -62.67 73.04 85.8 .1 Pass L1 420 388 Latticed Pole 1 16 -10.24 13.48 75.9 Pass Diagonal L1 420-388 Latticed Pole 1x1/2 20 -1.09 2.46 44.1 Pass Horizontal L1 420-388 Latticed Pole Top 1x1/2 5 -0.06 2.46 2.4 Pass Girt L1 420-388 Latticed Pole 1x1/2 12 3.98 16.20 24.6 Pass Bottom Girt T1 388-380 Leg 2 1/2 121 -74.48 188.72 39.5 Pass 54.1(b) T2 380-360 Leg 2 1/2 148 -90.85 167.37 54.3 Pass T3 360-340 Leg 21/2 193 -133.24 167.37 79.6 Pass T4 340-320 Leg 2 1/2 238 -168.79 167.37 100.8 Passe T5 320-300 Leg 2 1/2. 283 -177.92 206.09 86.3 Pass T6 1 300-280 Leg 2 3/4 347 -202.97 212.51 95.5 Pass T7 280-260 Leg 2 3/4 392 -227.24 252.39 90.0 Pass T8 260_240 Leg 2 3/4 455 -243.67 252.39 96.5 Pass tnxTower Report-version 6.0.4.0 . February 12, 2013 420 Ft Guyed Tower Structural Analysis CCl BU No 870801 Project Number 576956,Application 157800, Revision 10 Page 8 Section Critical FP % p l Fail i No. Elevation(ft) Component Type Size Element ��*P411ow Capacity i T9 I 240-220 Leg (R750ksi,HSS=46ksi) I 518 -261.38 I 269.06 97.1 I Pass 1111 710 220-200 Leg 2 3/4 563. -248.32 252.39 98.4 Pass T11 200-180 Leg 3 1/4 626 -250.97 316.79 79.2 Pass T12 180-160 Leg 3 114 671 -249.05 316.79 78.6 Pass T13 160-140 Leg 3 1/4 716 -276.64 316.79 87.3 Pass T14 140-120 Leg 3 1/4 761 -298.37 316.79 94.2 Pass 81.5 T15 120-100 Leg 3 1/2 806 -306.10 375.80 85.5(b) Pass T16 100-80 Leg 31/2 850 -315.99 375.80 84.1 Pass T17 80-60 Leg 3 1/4 895 288.97 316.79 91.2 Pass T18 60-40 Leg 3 1/4 941 -254.59 316.79 80.4 Pass T19 40-20 Leg 3 1/4 986 -258.13 316.79 81.5 Pass T20 20-6.79167 Leg 3 1/4 1031 -255.74 316.79 80.7 Pass 31/4 1061 -245.24 357.13 68.7 Pass T21 6.79167-5 Leg 70.0(b) T22 5-0 Leg 31/4 1076 -281.69 361.70 77.9 Pass Tt 388-380 Diagonal 1 147 -6.58 12.69 51.8 Pass T2 380-360 Diagonal 1 158 -3.95 11.48 34.4 Pass T3 360-340 Diagonal 1 207 -10.00 11.48 87.1 Pass T4 340-320 Diagonal 1 282 -9.45 11.48 82.3 Pass T5 320-300 Diagonal 1 338 -5.63 11.48 49.0 Pass T6 300-280 Diagonal 1 357 -6.07 11.56 52.5 Pass T7 280-260 Diagonal 1 447 -7.02 11.56 60.7 Pass T8 260-240 Diagonal 1 465 -7.64 11.56 66.1 Pass T9 240-220 Diagonal 1 558 -7.70 11.65 66.1 Pass T10 220-200 Diagonal 1 616 -6.59 11.56 57.0 Pass T11 200-180 Diagonal 1 1/8 651 -5.77 17.44 33.1 Pass T12 180-160 Diagonal 1 1/8 681 -4.76 17.44 27.3 Pass T13 160-140 Diagonal 1 118 7.29 -6.78 17.44 38.9 Pass T14 140-120 Diagonal 1 1/8 791 -8.26 17.44 47.4 Pass T15 120-100 Diagonal 11/8 818 -5.66 17,47 32.4 Pass T16 100-80 Diagonal 1 1/8 861 -8.50 17.47 48.7 Pass T17 80-6T7 Diagonal 11/4 936 -7.95 22,59 35.2 Pass T18 60-40 Diagonal 1 1/4 981 -5.75 22.59 25.5 Pass T19 40-20 Diagonal 1 1/4 998 4.23 22.59 18.7 Pass T20 20-6.79167 Diagonal 1 1/4 1040 -5.90 22.59 26.1 Pass T21 6.79167-5 Diagonal 1 1/4 1074 -4.79 26.39 18.2 Pass T22 5-0 Horizontal C12)00.7 1083 -0.34 195.22 13.8 Pass T5 320-300 Secondary Horizontal L2x2xl/4 307 -3.08 22.86 318(b) Pass T7 280-260 Secondary L2x2xl/4 406 -3.94 22.92 17.2 Pass Horizontal 39.4(b) T8 260-240 Horizontal Secondary L2x2x1/4 469 4.22 22.92 42.2(b) Pass T10 220-200 Secondary L2x2xl/4 577 -4.30 22.92 18.8 Pass Horizontal 43.0(b) tnxTower Report-version 6.0.4.0 February i 2,2013 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 576956,Application 157800,Revision 10 Page 9 Section Critical t F'P allow % Pass/Fall Section Elevation(ft) Component Type Size Element P(� (K) Capac4 T1 i 388-380 ' Top Girt , L2x2x3/16 124 I 4.47 I 23.17 I 19.3 I Pass T2 380-360 Top Girt L2x2x3/16 152 -1.86 8.74 21.3 Pass T3 360-340 Top Girt L2x2x3/16 197 0.74 23.17 32 Pass T4 340-320 Top Girt L2x2x3/16 241 -0.74 8.74 8.4 Pass TS 320-300 Top Girt L2x2x3/16 286 -0.52 7.58 6.9 Pass T6 300-280 Top Girt L2x2x3/16 351 1.03 23.17 4.4 Pass T7 280-260 Top Girt L2x2x3/16 394 -0.37 7.65 4.8 Pass T8 260-240 Top Girt L2x2x3/16 459 121 23.17 52 Pass 220 Top Girt C6x10.5 522 2.38 100.12 2.4 Pass FT:9:T::2 10 200 Top Girt L2x2x3/16 567 -0.88 7.65 11.5 Pass T11 200-180 Top Girt L2x2x3/16 628 1.46 1 23.17 6.3 Pass T12 180-160 Top Girt , L2x2x3/16 1 673 1.41 23.17 6.1 Pass T13 160-140 Top Girt L2x2x3/16 719 1.27 23.17 5.5 Pass T14 140-120 Top Girt L2x2x3/16 764 1.74 23.17 7.5 Pass T15 120-100 Top Girt L2x2x3/16 808 1.42 23.17 6.1 Pass T16 100-80 Top Girt L2x2x3116 853 1.23 23.17 5.3 Pass T17 80-60 Top Girt L2x2x3/16 900 2.12 23.17 9.1 Pass T18 60-40 Top Girt L2x2x3/16 944 1.62 23.17 7.0 Pass T19 40-20 Top Girt L2x2x3/16 990 1.36 23.17 5.9 Pass T20 20-6.79167 Top Girt L2x2x3/16 1033 1.72 23.17 7.4 Pass T21 6.79167-5 Top Girt J L2x2x3/16 1063 2.79 23.17 12.0 Pass T22 5-0 Top Girt C12x20.7 1 1078 1 67.44 197.32 34.2 Pass j Tt 388-380 Bottom Girt L2x2x3/16 129 -2.26 8.74 25.8 Pass T2 380-360 Bottom Girt L2x2x3/16 155 -0.37 8.74 4.3 Pass T3 360-340 Bottom Girt L2x2x3/16 200 -2.17 8.74 24.9 Pass T4 340-320 Bottom Girt L2x2x3/l6 246 0.99 23.17 4.3 Pass T5 320-300 Bottom Girt L2x2x3/16 291 -0.55 7.58 7.2 Pass T6 300-280 Bottom Girt L2x2x3/16 354 -0.78 8.79 8.9 Pass T7 280-260 Bottom Girt L2x2x3/16 397 1.04 23.17 4.5 Pass T8 260-240 Bottom Girt L2x2x3/16 460 -1.09 7.65 142 Pass T9 240-220 Bottom Girt C6x10.5 524 1.87 1 100.12 1.9 1 Pass T10 220-200 Bottom Girt L2x2x3/16 570 0.69 23.17 3.0 Pass T11 200-186 Bottom Girt L2x2x3/16 631 1.39 23.17 6.0 Pass T12 180-160 Bottom Girt L2x2x3/16 677 1.21 23.17 5.2 Pass T13 160-140 Bottom Girt L2x2x3/16 722 1.95 23.17 8.4 Pass T14 140-120 Bottom Girt L2x2x3/16 767 1.34 23.17 5.8 Pass T15 120-100 _ Bottom Girt L2x2x3/16 812 1.62 23.17 7.0 Pass 716 100-80 Bottom Girt L2x2x3/16 856 2.11 23.17 9.1 Pass T17 80-60 Bottom Girt L2x2x3/16 901 2.00 23.17 8.6 Pass T18 60-40 Bottom Girt L2x2x3/16 946 1.68 23.17 72 Pass T19 40-20 Bottom Girt L2x2x3/l6 991 1.33 23.17 5.8 Pass T21 6.79167-5 Bottom Girt L2x2x3/16 1068 11.99 23.17 51.7 Pass T1 388-380 Guy A@384 7/8 1106 52.73 55.20 95.5 Pass T4 340-320 Guy A@330 1 1116 63.28 73.20 86.5 Pass tnxTower Report-version 6.0.4.0 February 12,2013 420 Ft Guyed Tower Structural Analysis CC/BU No 8708 Project Number 576966,Application 157800,Revision 10 Page 1 0 Section Critical SF'P_allow Pass/Fail No. Elevation(ft) Component Type Size Element P(� (K) Capacity T7 ! 280-260 ' Guy A@270 I 1 1122 50.33 73.20 . 8.8 Pass T9 240-220 Guy A@230 1 118 1128 62.25 93.60 66.5 Pass T11 200-180 Guy A@190 1 1134 43.42 73.20 59.3 Pass T14 140-120 Guy A@130 1 1140 43.50 73.20 59.4 Pass T16 100-80 Guy A@90 1 1146 42.26 73.20 57.7 Pass T1 388-380 Guy B@384 7/8 1099 52.96 55.20 95.9 Pass T4 340-320 Guy B@330 1 1115 63.31 73.20 86.5 Pass T7 280-260 Guy B@270 1 1121 50.31 73.20 68.7 Pass T9 240-220 Guy B@230 1 1/8 1127 62.50 93.60 66.8 Pass T11 200-180 Guy B@190 1 1133 43.80 73.20 59.8 Pass T14 140- 220 Guy B@130 1 1139 43.50 73.20 59.4 Pass T16 100-80 Guy B@90 1 1145 42.38 73.20 57.9 Pass T1 388-380 Guy C@384 7/8 1091 52.94 1 55.20 95.9 Pass T4 340-320 Guy C@330 1 1111 62.79 73.20 85.8 Pass T7 280-260 Guy C@270 1 1117 50.00 73.20 68.3 Pass T9 240-220 Guy C@230 1 1/8 1123 62.51 93.60 66.8 Pass T11 200 180 GuY C@19. 1 1129 43.91 600 Pass 73.20 . T14 140-120 Guy C@130 F 1135 44.56 73.20 60.9 Pass T16 100-80 Guy C@90 1 1141 43.41 73.20 59.3 Pass T1 388-380 Top Guy Pull- L2x2x3/16 1094 -13.08 14.67 89.2 Pass Off@384 III T4 340-320 Top Guy Off@330 L2x2x3/16 1114 11.93 23.17 51.5 Pass T7 280-260 Top Guy Pull- L2x2x3/16 1120 8.94 23.17 38.6 Pass Off@270 T9 240-220 Top Guuyy Pull- L2x2x3/16 1126 12.42 23.17 53.6 Pass T T11 200-180 op Guy Pull L22x3/16 1130 8.58 23.17 37.0 Pass Off@190 T14 140-120 Top Guy Pull- L2x2x3ll6 1136 .10.73 23.17 46.3 Pass Off@130 Top Guy Pull T16 100-80 01 L2x2x3/16 1142 12.12 23.17 52.3 Pass. T1 388.380 Torque Ann C12 x 20.7 1092 59.41 197.32 30.1 Pass Top@384 T1 368-380 Torque Ann L 6 x 4 x 3/8 LLV 1104 -74.50 92.34 80.7 Pass Bottom@384 Summary Latticed Pole Leg 85.8 Pass (L1) Latticed Pole 75.9 Pass Diagonal (L1) Latticed Pole Horizontal 44.1 Pass �L1) Latticed Pole Top 2.4 Pass Girt(L1) Latticed 24.6 Pass tnxTower Report-version 6.0.4.0 February 12,2013 420 Ft Guyed Tower Structural Analysis CC/BU No 870801 Project Number 576956,Application 157800,Revision 10 Page 11 Section Critical _allow % pas-s/Fail No. Elevation(ft) component Type Size Element P(�- It K) Capacity ole I l Bottom Girt I I { (L,) Leg(T4) 100.8 ' Pass2 F-I Diagonal 87.1 Pass-F -1Horizontal 13.8 Pass (T22) Secondary Horizontal 43.0 Pass (Ti 0) Top Girt 34.2 Pass Bottom Girt 51.7 Pass (T21) Guy A U'l) 95.5 Pass Guy B(T1) 95.9 Pass Guy C(T1) 95.9 Pass op Guy Pull-Off 89.2 Pass T (T1) Torque Arm 30.1 Pass Top(T1) Torque Ann 80.7 Pass Bottom(T1) Bolt Checks 85.5 Pass Rating= 100.8 Passe Table 6-Tower Component Stresses vs.Capacity—LC4.7 Notes Component Elevation(ft) %Capacity Pass!Fail j 1 Base Foundation 0 100.0 Pass 1 Inner Guy Anchor 0 45.3 Pass 1 Middle Guy Anchor 0 61.0 Pass 1 Outer Guy Anchor 0 54.8 Pass Structure Rating(max from all components)= 100.8% Notes: 1) See additional documentation in`Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. 4.1) Recommendations _ The tower and its base and anchor foundations have sufficient capacity to carry the existing,reserved, and proposed loads once the proposed modifications are installed. tnxTower Report-version 6.0.4.0 C N S TOWER fNFORMATION •o E TOWER MANUFACTURER.l OVtlG K: CENTRAL 1 DING N CT•782-1 TOWER HEIGHT ITYPE: 420 FT GUYED TONER TOWER MODIFICATION DRAWIIN S TOWM.(MADISM) ONG 70 ZY4io DATUM.(MAD 19W) ELEV 125 FT AMSL SITE NAME:BARNSTABLE(OAK ST-) PROJECT CONTACTS: STRUCTURAL DESIGN DRAWING CC$IWO 0561355 STRUCTURAL ANALYSIS REPORT. AWS I1b0.s 528753 BU NUMBER:870801 1.CROWN TOWER STRUCTURAL ANALYST STRUCTURAL ANALYSIS DATE' 0911W2 CCISITES DOCUMENT ID: 3322912 ANDREW BAZINET SITE ADDRESS: AND ess 344z NDREW.BAZI NET@CROYt1JCA3TLE.COM. 670 OAK STREET 46 BROADWAY WEST BARNSTABLE,MA 02632 ALBANY.NY 12204 CODE COMPLIANCE BARNSTABLE COUNTY,USA 2.CROWN PROJECT MANAGER THIS MODIFICATION DESIGN IS BASED ON THE REQUIREMENTS OF TIA.•2224 STRUCTURAL STANDARDS FOR STEEL ANTENNA JAMES DONAHUE TOWERS AND ANTENNA SUPPORTING STRUCTURES AND 2009 IBC (701)771-1111 AS AMENDED BY THE 2010 MASSACHUSETTS STATE BUILDING JAMES.DONAHUE.CONTRACTOR@CROWNCASTLE.C.OM CODE,EIGHT EDITION.USING A3•SECOND GUST WIND SPEED OF 120 MPH WITH NO ICE,40 MPH WITH 0.75 INCH ICE THICKNESS AND 500 WEST CUMMINGS PARK,SUITE 3600 60 MPH UNDER SERVICE LOADS.EXPOSURE CATEGORY C AND 1 WOBURN,MA 01801 STRUCTURE CLASS 11 -� ` °'. ;;;,e'��•;; 3.CROWN CONSTRUCTION MANAGER MICHAEL RULEY 1L (781)97D-0058 CRO�/IY MICHAEL.RULEY@CROWNCASTLE.COM CASTLE 40 g p01/ . 500 WEST CUMMINGS PARK,SUITE 3600 ' � ( WOBURN.MA 01801 4.CROWN DESIGN ENGINEER(EOR) TES I. OOUGLA- K.PINED,P.E. ♦. ..s ..'. �._r sDE rune:DARNSTAmE(OAK ST.) 724 416-2179 W NDY.EER;Vow, ii DOUG.PINEO`-'CROWNCASTLE.COM SITE ADDRESS: �• ,.{- „�,�-� j'S�2000 CORPORATE DRIVE 6mGAKsTTD:ETNEST DARNSTADLE.to VU CANONSBURG,PA 15317 eARKSTamE COUNTY.USA DOI!- [.n1L DMMDY; st DATE"Q110 DRAWINGS INCLUDED r= Cw oDY OF DATE3 0S K1 ' ram cRKDer AD DATE j+Il lu 195 SOUTH TO 495 SOUTH.T06A WEST SANDWICH.TAKE A SHEET NUMBER DESCRIPTION o RIGHT ON OAK ST.AND ITS 1 MILE ON THE LEFT. r n, •TY 7T 3 APRVOSY•FA& DATE'3/11,0 ';Sr 1� TITLE PAGE.�� SCALE N.T$. " 2. MODIFICATION CHECKLIST S-3 NOTES TIT=PAGE S-4 ELEVATION 8 SITE LAYOUT S-5 -.S-13 DETAILS I S-14 BILL OF MATERIAL S-1 D 9 wi T`TI 7 �.i.a I r MODIFICATION INSPECTION NOTES: CORRECTION OF FAILING MI'S IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI(4AJLEO MM THE GC SMALL WORK WITH CROWN GENERAL 10 COORDINATE A REMEDUTION PLAN IN ONE OF TWO WAYS, THE L70WFICATKM INSPECTION JVJ)ISA VISUAL UJSFGCTIO40F 701EO MODIFICATIONS M9 AREVIE•W CORRECT FAILING ISSUES T0004PLY KITH THE SPECIFICATIONS CO1TAIN£DIYTHEORK.WA' - -- �I CHECKLIST -' OF CONSTRUCTION MISPECn17NS AND OTHER REPORTS TO£G3URE THE INSTALLATIONW'AS CONTRACT DOCUMENTS AVD COORDINATE ASUPPLEA(£.NT 41 CONSTRUCTED IN ACCORDANCE WITH THE Cp3TRACT 000LV0JTS.UAVIIELY THE MDOIFICATICN OR.WITH CROWN'S APPROVAL.THE GC WAY VIOITK W1TM THE FOR TO RE•A.WLYSE THE DRAWtNOS,AS DESIGNED BY THE ENGINEER OF RECORD(CDR). MMIFICATIONAREINFORCEMENT USING THE AS•OUILT CONDITION CO:STRUCTIONAMSTALLATIOV I THE MI G TD CONFIRti rISTALIATION CCNRRF.AT+Ov AND ONLY AND IS NOT A REVIEW INSPECTIONS AND TESTINGBY E REPOpi1TEM 4LMOOIIFIC�OION DoEESIOUGT OMEERSGESIGN NWCFtHE9RUCTURMUOWlrC%ttMiF.NOR DOES THE MI INSPECTOR OMOtIEFFECTIVENESSA'i0 M(VERIFICATION INSPECTIONS P OF THE REQUIRED(COMPLETED BY EON MTECOTY RESIDES IMTH THE£OR AT ALL TIMES: PRECONSTRUCT�N CROWN ANDCORESERVESTAPERIGHTTOCONDUCTA1T OMIFIWTIOTJWCS)M4TOTOVERIFYTH£A000RACY ALL 4YS SMALL BE C0.�9UCTEDDYACRDWrta En:01NEERING Y2AIDOR(F£�)OR ENd'+EERWG SERVICE µpCOpSVIETENES50F PREVIOUSLY CA:JPLETEO MIINSPECnON(S)av Tp:SER MODIFICATION x wCHECKLISTDRAVANO VENDOR NESY)THAT 15 APPROVED TO PERFORM ELEVATED WORN FOR CROWN.SEE ENG•OW10173UST PROJECTS, OF APPROVED MI VENDOR, NA FOR APPROVED SHOP DRAWINGS ALL VERIFICAT aN INSPECTIONS SMALL ACC MELD TO THE SAVE SPECIFICATIONS AND REQUIREMENTS IN TO ENSURE THAT THE REQUUREMENTS OF THE LU ARE WET,IT IS VITAL THAT THE GENERAL CONTRACTOR THE CONTRACT DOCUWE•NTS AJ�D m ACCORDANCE yATH ENG•S0W10007 tGC)AND THE MI INSPECTOR BEGIN COMMUNICATMO AND COORMWATD:O AS SOON ASA Po IS RECEIVED VERIFICATIONIASPECTON CAY BE CONDUCTED BY AN IHIIEPENDENT AEV:AESV FIRM AFTER FABRICATION INSPECTION X IT IS EXPECTED THATWILL EACH PARTY BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY,IF CONTACT INFORMATION IS NOT KNOWN.CONTACT YOUR CROWNN PC�T OF CONTACT(POC). MODIFICATION PRoj!C113 COMPLETED.AS MARKEO BY THE DATE OF AN ACCEPTED'PAcaNO LR•pR x FABRICATOR CERTIFIED WELD JNSPECTION •B&rA_A NQTEC Mr REPORT FOR THE ORIGINAL PROJECT. REFER TO EN4SOLVIo00):MODRYCATIG)INSPECTION SGWFCR FURTHER DETAILS AND x MAI ERIAL TEST REPORT JUTR) REQUIR£4ENT5, REQUIRED PHOTOS NA FABRICATORN'DE INSPECTION MI INSPECTOR BEMEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS.AT A MINIMUM,ARE TO BE NDEREPORT OF MONOPOLE BASE PLAT (ASREQIAREO) THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO FOR THE MI To.ATA TAKEN AND INCLUDED IN THE MI REPORT. NA PER EAY:.SOWt00J1 MINIMUMICONDITION x PAca RG SLIPJ • pRE.COvSTRUCTlON GENERAL SITE RCEMENT REVIEW THE REQUIREMENTS OF THE 4I CHECKLIST PHOTOGRAPHS DURING THE REINFORCEMENT hlO01FICAnON CONSTRUCTIONT!ERECTION AND ADDITIONAL TESTING AND INSPECTIONS! ON WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON•SITE INSPECTIONS.L\CLVDING »INSPECTIMA FOUNDATION INSPECTIONS RAW MAKER WLS PHOTOS Of ALL CRITICAL DETAILS THEM)INSPECTOR IS RESPONSIBLE FOR COLLECT[NO ALL GENERAL CONTRACTOR(OCI INSPECTION AND FOUNDATION MODIFICATIONS TEST REPORTS.REVIEWING THEDOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS. WELOPREPARATION COifSTRUCTION CONDUCTING THE IN-FIELD INSPECTION'S.AND SUBMITTING THE MI REPORT TO CROWN. BOLT INSTALLATION FINAL 14STALLED CONDITION SURFACE REPAIR x CONSTRUCTI INSPECTIONS ••POST PHOTO GRAPHS OGRAPHS ryp FOUNQATR?+INSVECTIaNS GENERAL CONTRACTOR FINAL INFIELD C40HOITION » THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEMNG A PO FOR THE NA CONCRETE COMP.STRENGTH AND SLUMP TESTS MODIFICATION INSTALLATION OR TURNKEY PROJECT TO.AT ANI NUJUM- PHOTOS OF ELEVATED MCDIFlGATIONS TAKEN ONLY FROM THE GROUND SHALL BE CONSIDERED R+AOEOUATE NA POST INSTALLED ANCHOR ROD VERIFICATION REVIEW THE REQUIREMENTS OF THE MI CHECKLIST WORK WITH THE MI INSPECTOR T00EVELOP A SCHEDULE TO CONDUCT ON-SR MIINSP£CTIONS. TMGGN.OT ACOA1PlETE LIST OF REDUIREO PHOTOS.FLARE REFER TO ENlC.SOWVI 0007 INCLUDING FOUNDATION INSPECTIONS NA BASE PLATE GROUT VERIFICATION BETTER UNDERSTAND ALL INSPECT=AND TESTING REQUIREMENTS OCRffN NA CONTRACTOR'S CERTIFIEDWELD INSPECnov THE GC SMALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE �jCREQUIREMENTS OF THE MI CHECKLIST AND ENG•SOW110007. A— [ NA EARTMVIORK:LIFT AND DENSITY x ON SITE COLD GALVANONG vERIFKAnON RECOMMENDATIONS .Aa aer w.I wt0�"M ea1 NA GUY HIRE TENS ON REPORT F THE FOLLOWING RECOMMENDATIONS AND SUCCESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY _ ' M AND EFECTIwNESS OF DELIVERING AMI REPORT: NPROVIDE m0. WR 06avNa+ aaeP�oA�i» x GC AS•BUILT DOCUMENTS IT IS SU30ESTEO TIT THE GC P ROVIDEA MINIMUM OF E BUSINESS DAYS NOTICE.PREFERABLY 10' ,.Y,�•• wu SITE NAMEME BA:BAfB6TA0lP(OAK ST.) TO THE W INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED eU NUMBER;Vmol ADDITIONAL TESTING AND INSPECTIONS. THE CC&%ID MI INSPECTOR COORD'NAT£CLOSELY THROUGHW T THE ENTIRE PROJECT- ^^..^_.^.---- ----------••- ^^---`-'—` AMEN POSSIBLE.IT 15 PREFERRED TO HAVE THE GC AND N.11 INSPECTOR ON-SITE SIMULTANEOUSLY VIC NUMBER:641M —�- FOR ANY GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS SITE ADORem; IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE . .�•• i a 510 OAK STREET POST-CONSTRUCTION FOUNDATION INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTON(S)TO COMMENCE WITH = WEST BARNSTABLE.MA 02U2 _ - ONE SITE VISH. . ._.�. BARNSTAOLe COUNTY.USA x MI INSPECTOR REDLINE OR RECORD DRAWINGS) AMEN POSSIBLE.IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ONSRE DURING THE N0 TO HAVE ANY DEFICIENCIES CORRECTED WRING THE INITIAL MI.rMEREFORE•THEGCMAYCHOOSE •� T•. NA POST INSTALLED ANCHOR ROD PULL-OUT TESTING TO COORpHATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCnON FACILITIES ARE AT THOR DOl(r LA I DRAWN BY; SL UAT E'W01R3 IXSPOSAA WHEN THE MI INSPECTOR G ON SITE ! i lW:io x PHOTOGRAPHS C.rl^ 0 1 CHKD BY:OF DAIE'3 it 113 CANCELLATION OR DELAYS IN SCHEDULED MI NO.45?G1 ADDITIONAL TESTING AND INSPECTIONS` I,o-C. ,fi7 ,� •�' CIaCO BY MQ pgiE}Y I'llN IF THE CC AND MANSPECTOR AGREE ID A DATE ON WNICH THE YJ WILL DE CONDUCTED.AND EITHER �•` • -^-�-_^� ___. A ��^ PARTY CANCELS OR DELAYS,CROWN SHALL NOT BE RESPONSIBLE FOR ANY COSTS.FEES.LOSS OF 'd0L C APNVD BY L14 pAt£'3!MIT DEPOSITS AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY,NOR FOR ANY TIME(EG.TRAVEL AND LODGING.COSTS OF KEEPING EOUIPMENT ONSITE.ETC) SCALE: N.tS. IF CROWN CONTRACTS DIRECTLY FOR A THIRD PARTY NJ.EXCEPTIONS.VAY BE MADE IN THE EVENT THAT NOTE:x DE. A OOCUMENT NEEDED FOR THE JAI REPORT THE DELAYCANCELLATIO.N 15 CAUSED BY WEATHER OR OTHER CONDITIONS THAT NAY COMPROMISE THE MODIFICATION NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE MI REPORT SAFEYYOF THE PARTIES INVOLVED INSPECTION CHECKLIST S2 GENERAL NOTES: STRUCTURAL STEEL NOTES: I ALLWORKPREWWrcDON THESE DRAWNGS MUST BECOMPLETED BY THECONTRACTOR UNLESS NOTEDOTHERINISE.THE I.ww.H.FABRIGTION,ERECTON,ALTERATIONANONJJNTENANCESMUCONFOWATOTHEFOLLVMNO.UNO CONTRACTORMUST BEBILPORI£NCL•D IN THE PERFORWXJCEOF NORK SIMILAR TOTNATOESCRBBEOMEREIN.BYACCEPTANCE A.TA•222:STRUCTURAL STANDARDS FOR ANTENNAE SUPPORTING STRUCTURES AND ANTENNAS OF THIS ASSIGNMENT,THE CONTRACTOR IS ATTESTING THAT HIS DOES HAVE SUFFICIENT EXPERIENCE AND AMUTY,THAT HE IS 0,TWiIHµ MSTALLATtG%.ALTERAMV.MDLMINTEVANCEOFWENw SUPPORTNVGSTROCTURESArDANTENtJAS KNOWLEDGEAB7.E OF THE WORK TO BE PERFORMED,IHATHE ISPROPERLY LICENSED,AND MAT HE IS PROPERLY REGISTERED C.ABC:MANUAL OF BI EEL CONSTRUCTION. TO DO THIS NORK IN THE STATE ANDfOR COUNTY IN AHICH IT IS TOSE PERFORMED, 2,A.U.STRUCTURAL STEEL B T08E NEW AND CONFORM TO THE fOLLOYHNG•A97M AN GR.M(DIN.YIELD>e K58 UN 2.THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OP THE STRUCTURE AND SKALLB£READ M CODNJUTJCTIDN VAIN THE STRUCTURAL ORALMIA9AND PROJECTSPEC61CAnONS. S,ALL DOLLS SHALL BE HOT DUPEDHREAD ARE too A/25 ASSEMBLIES.tO INCLUDE BOLT.NERVY HEX l7UT,FLAT WASH ER.AND SPLIT LOCKA%SHER.UNO.DOLT THREADS ARE TO B£EXCLUDED FROM THE SHEARING PLANES,USE BEARING TYPE 1 THE CONTRACTOR IS RESPONSIBLE FOR WAKING APPROVALS FROU ALL AUTHORITIES HAVING JURISOICTIDIV FOR THIS CONNECTIONS,TIGHTEN TDASNUG nGNTCONDITIONUNO. PROJECT AND SHALL NOTIFY THE APPLICABLE JURISDICTIONAL(STATE.COUNTY-OR CITY)ENGR:£ER 24 KOIXRS PRIOR TO THE q,DRRL NO HOLES IN ANY NEW OR EJUSTIMG STRUCTURAL STEEL MEMBERS DINE THAN THOSE SNOAN ON STRUCTURAL BEGINNING OF CONSTRUCTION, ORAYOLY69 WITHOUT THE APPROVAL OF THE ENOWEFfl OF RECORD, A,THE CONTRACTOR SHALL BE RESPONSIBLE FOR A80ING BY ALL CONDITIONS AND REQUIREMENTS OF THE PER"TTS 0.ALL EKPMED EXTERIOR STRUCTURAL STEP.L PNCIUDING DOLTS,LOCKV•PSHERS,PNS.ETC)SHALL BE NOT DIP GALVANIZED IN S.ERECT GUARDS AND BARRIERS PER APPLICABLE LIBOR AND CONSTRUCTION SAFETY REGULATIONS ACCORDANCE VATH ASTM AT5!AND A171-FOR ALL FABRICATED WELDED ASSEMBLIES TO BE NOT DIPPED OALVAY2BD PROVIDE tl%ELDS ALL ARONID CR ADD SEAL MELDS WHERE STRUCTURAL ACLOS ARE NOT SPECIFIED, 0.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.POSSIBLE INTERFERENCES.AND DIMENSIONS OEFCRB 0.ANERE SPECIFEO.THE SEALANT BETNEEN STEEL COMPONENTS IS TO SE SILICONE CAU`MNG THAT IS EXTERIOR GRADE.ABLE TO PROCEEDING VUTH THEV.ORK.REPORT ANY AND ALL DISCREPANCIES TO THE CROAK CASTLE ENGINEER OF RECORD(EOR)AND BE PAINTED,AND ACCEPTABLE TO THE ENGINEER OF RECORD. CRDAN CASTLE FIELD PERSONNEL I%MIEDIATFLY.ANY AND ALL FIELD CHANGES SMALL BE APPROVED AND DOCUMENTED BY THE (SORT PRIOR TO FIELD IMPLEMENTATION. 7 FOR A UST Of CROWN APPROVED COLD GALVARWRO COMPOUNDS,REFER TO CROAK EN0$UL•10149 1,ALL M IERKSAND WORKMANSHIP$HALL BE%VARRAMTED FOR TWO(2)YEARS FROM THE DATE OF COMPLETED CONSTRUCTION. WELDING NOTES: S.USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES,STANDARM OR REGULATIONS MENTIONED IN THE fOLL;.MJO NOTES t,ALL NELONG SHALL BE CARRIED OUT UNDER GOOD OPERATOR CONDITIONS AS DEFOIED W BECIIO'J 6.120F RIMS 01.1 AND SPECIFICATIONS UNO, 9,ALL WORKMANSHIP SHALL BE IN ACCORDANCE VRTH AASI,ASTh1,ACI,TIA AN'D A1SC STANDARDS AS REFERENCED IN THE 2.ALL ARC WELDING ON CROWN STRUCTURES SHALL BE DONE L ACCORDANCE WITH THE CROWN CUM NO(AND OR ACNE TAN APPLICABLE COOS (E7 REJE•IODt OF AL AAiE DIN(LATEST OHS.P).THIS SNAIL SSW DE A CERTIFIED HELD INSPECTOR f AV FOR ACCEPTANCE OR REJECT ION OF ALL MELDING OPERATIONS.PRE-0URINGPOST.USING THE ACCEPTANCG THE Of AWS DI.1.THE CIA' SHALL V10RKNITH THE GC ON THE LEVEL OF INTERACTION NEEDED TO CONDUCT THEOM THE CWISTML•RESPONS181LITYOL 10.STRUCTURAL ELEMENTS SHORN ON THESE DRAWINGS ARE DESIGNED IN ACCORDANCE KITH APPLICABLE WILDING THE CC, COOESISTANDARDS.ALL CONSTRUCTION.EXCEPT VNNERE NOTED OTHERWISE.SMALL COUPLY V.OH THOSE CODES/STANDARDS 3 THECERTIFIED M. OWSPECTOR SHALL INDICATE.IN A MITTEN CW7 REPORT,THAT ALLIELWIGOPERATIONS. 11,ALL MATERIALS AND ECUIPMENT FURNISHED SHALL BE NEVIAND OF GOOD DUALITY.FREE FROM FAULTS AND DEFECTS,AND IN PRE-0URWO•POST,WEPTANERE CE OR CONDUCTED OF ALL WELDING FORINFORMdNG PNEE ENGPNBMI000C INSPECTION CONFORMNICE NTH THE ORAVVINGS.ANY AND ALL SUBSTITUTIONS MUST BE DULY APPROVED AND AUTHORIZED W WAITING BY STANDARD FOR FAERICAT/ON AND FIELD WELOING OF STRUCTURAL STEEL AND ENGS&*iDW7:MODIFICATION INSPECTION THE DINNER AND DESIGN ENGINEER PRIOR TOFAURICATICN AND INSTALLATION.THE CONTRACTOR SMALL FURNISH SOW.ALL CAT VVELD INSPECTION DOCUMENTATION AND PHOTOS SHALL BE SUBMITTED TO THE NI INSPECTOR, SATISFACTORY EVIDENCE AS TO THE KIND AND DUALITY OF THE MATERIALS AND EOUIPU.ENT BEING SUBSTITUTED 12.ALL MANUFACTURER'S HAROVARE ASSEMBLY INSTRUCTIONS SHALL BE FOILOIED EXACTLY AND SHALL SUPERSEDE ANY A,All AElOS ARE MIN IfA'FILLET"WELDS UNO ALL LkP.l06 ARE BE"WhELOS,FOR ALL MELDING,USE E70%X ELECTRODES LINO CONFUCTING NOTES ENCLOSED HEREIN S.GRIND THE SURFACE ADJACENT TO THE MIEL FORA ALL FREE OF T MINIMUM CAM ALL AROUND.ENSURE BOTH AREAS ARE YIDVA FREE THER IS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,UNNTMNING,AND SUPERVISING ALL SAFETY PRECAUTIONS ANTI OF OLLL GALVANIZING.SURFACES TO BE WELDED SNAIL BeBE FREE FROM SCALE.SING.RUST,MOISTURE.GREASE OR ANY OTHER PROGRAMS IN CONNECTION LMTN THE WORK THE CONTRACTOR IS ALSO RESPONSIBLE FOR 6NSURLNG THAT ALL FOREIGN MATERIAL THAT WOULD PREVENT PROPER NfiLD:NG CCONSTRUCTIONPROCEDURES MEET THE REQUIREMENTS OF OSHA THE OWNER.AND ALL OTHER APPLICABLE LOCAL.STATE. S.AFTER FINAL INSPECTION.THE AREA OF THE WELDS.THE OO�C/OWN AND FEDERAL SAFETY REGULATIONS, INSTALLATION AND ALL SURFACES DAMAGED BY AELO.NG M.ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED.THE CONTRACTOR SMALL COORDINATE INTENDED CONSTRUCTION OR GRINDINGIACCORD N CLEANED E MDCO10149LD C At:l2£D ACTIVITY-INCLUDING WORK SCHEDULE AND MATERIAL ACCESS,WITH THE RESIDENT LEASING AGENT. PAINTEDINACCORDANCESHIM PHOTO DOCUMENTATION COLD GALVANIZING COMPOUNDS.PHOTO DOCUUEN:TATICN IS �•c....Cm•conawlw..on nc wv REQUIRED TO BE SUBMITTED TO THE MI INSPECTOR, 15.ITSMALL BE THE RESPOYSIBKI7Y OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING STRUCTURES OR BURIED SERVICES AFFECTEDBY TNISCONSTRUCITIOY.CONJTRAC70R ISALSORESPONSIBLE FOR TEMPORARILY RELOCATING ANY ONES OR STRUTS 7,WHEREACCESS PERMITS,THE INTC•RIOR OF THE MONOPOLE ASNECESSARY TO COMPLETE THE REQUIRED PARK SHAFTS.IN ANY AREA AFFECTC•D BY ANY YIELDING,SHALL ILL%EIDMS "G BE CLEANED AND COLD GALVANIZED PLANTED IN 10.STRUCTURAL DESIGN IS FOR THE COMPLETE CONDITION ONLY.THE CONTRACTOR MUST BE COGNIZANT THAT THE REMOVAL OF ACCORDANCE WITH ENG•BUL•10149 COLO GALVAH2ING ✓•t�www,rrc s.a &TE NAME:BARN9IABLE ROOK 8T.1 ANY STRUCTURAL COMPONENT OF AN EXISTING TONER HAS THE POTENTIAL TO CAUSE THE PARTIAL OR COMPLETE COLLAPSE COMPOUNDS PHOTO DOCUMENTATION IS REOUIRED TO Be BU KuvwE.0TOF01 OF THE STRUCTURE.ALL NECESSARY PRECAUTIONS MUST BE TAKEN TO ENSURE 87RUCTURAL1. GRITY,INCLUDING.BUT NOT SUBMJTTEDTO THE MI INSPECTOR,AEROSOL CANS MAYBE YJO NUMBER:Ulm LIMITED TO.ENGINEERING ASSESSMENT OF CONSTRUCTION STRESSES WITH INSTALLATION MAXIMUM VAND SPEED ANDOR ALLOWED IF ACCESS 15 DIFFICULT iy1 I.I SITE ADDRESS! TEMPORARY BRACING AND SNORING. Yj *�. 070OAKSTREET `AN or;.-A,A{'� VIESTBARNSIAOLE MA014171 11.OD NOT SCALE DRAWINGS. e�� `�p�7 BAR-NSTABLE COUNTY.USA 16 THE ORAVVINGS AND SPECIFICATIONS ARE THE PROPERTY OF CROWIJ CASTLE.THEY MAY NOT BE REPRODUCED ANY FORM 3 OQttGI'Aw)` %WITHOUT THE EXPRESSED'WRITTEN CONSENTIPERMISSION OF CROWN CASTLE. IJ IImyy so OAAWN BY: BL ATE.ON01N1 CML DHKD BY: �7 M1L:S f8 HD 10.FOR THIS ANALYSIS AND MODIFICATION,THE TOVER HAS BEEN ASSUMED TO BE IS GOOD CONDITION VATHOUT ANY DEFECTS,W I.I .45231 THE CONTRACTOR DISCOVERS ANY INDICA71ON OF AN EXISTING STRUCTURAL DEFECT.CON TACT THE ENGINEER OF RECORD 9• T. =V CHKDBY 11 A,� 9 DATE.)111113 ILMMEOIATELY. 20.MODIFI.JTION VVORK SHALL BE COMPLETED IN CALM%%INDGONDINONS/OR APPROPRIATE WIND SPEED FOR THE TYPE OF APRVD BY:m A.DATE 11'IdU MODIFICATION PARK TO BE INSTALLED. SCALE: N.T.6, GUY WIRE TENSIONING(FOR GUYED TOWERS ONLY): NOTES S.THE GENERAL CONTRACTOR SHALL TENSION THE GUY HIRE TO WITHIN A RANGE FROM THE TARGET IENSION TO•A 10%OF THE TARGET TENSION FOR GUY INURES-1'AND WHIM•65M FOR GUY WIRES G V IN DIAMETER.THE GENERAL CONTRACTOR SHOULD TENSION TO THE UPPER 75TH PERCENTILE OF THE LMMCS 2.ALL GUY WARE TENSION MUST BE PERFORMED IN ACCORDANCE WITH CROWN DOCUMENT ENO-FRM-10156 GUY TENSION TOOL 3 (LATEST VERSION).SUPPLY ALL GUY TENSION REPORTS IN THIS FORM,%T. r TOWER MODIFICATION SCHEDULE cWcca•Pe:9PAx GUY�120-0•®12P A2 NEgN om MODIFICATIONS REFROIC EE&EET OW CCL iSS•P�200'A1 v _� AUDNf:WL2S21t'1 SOA6a st'.a sEcorDIlaY NawmNRus (CCM.POL•NDAREA) F� m 220.20 A NHALF PIPE IYELOEENIS LS :S7.S.B.a 59 .�>r� Ys B'•A' FULL LED EW:ASEME7ATR J+j slo © zw•zm AM NEW L�n� S6 a saD rRANSF '� A®xEW L a2,1 b r.Pna.P .y +a. ® 200'130 515E ONOARVINORflflMYS 84 s Stt o m it 5ec'oN�aaNFivroL2ReaMMrALs SAS-12•Asl3 +P� 300•UO wIIRfO1lAL HOPK rD eE O)PRtTFD ON MS TEIV[S; jam' Sw 0FT 1.MHOW ALL ROUNIS.ANTENYAE.AND COU TOM YIl'lML �tf1pR 3P•OL44' tVUAT LLL VEp SEER AHO COAL KII IM APlEORT OYQAAR)O/FMEIt OULD= 3700FT 3.RESOLUTION OF TPHEAOFS WE rwcmE-' - :- FRO NBC nCffr sfiMS5:RCQUIUD PEE SWELDS 1IMMG "GO WNS(AM RtAt t(E 9UEL057, 4 N A h E -DE TICWTA6251N:GAOIFIO:IA7 MARINI TAOM AAA 00 CDC CAN MM(AM GM➢.'SG)- 1'A bl OUILOva L01.:9 b 3000IT R�,� ->Na LAa TlOWrNIHSM:GROVWCAMPSFROMGUYW:IfTOGAOU4SQUSTMG(REaGQMXD0005). b•�iII _ _ 6 88}} UYE 000AMt1ATE NBC TIOTTS WRIT: la-0'�31'4'} GUYED ALLUI TIIE077T! p� TOWER LEOA ? 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EKISTWG fA �D GIRT fivP) Gar FLANGE PLATE DETAIL DETAIL C FIELD VERIFY THAT THE NOTCHES I SPLICE PLATES SxoiT (T"W&FOR EMS) ON THE WELOMENT WILL FIT BETWEEN THE cast NG z3OsrT GUYLUD EXISTING TOWER BRACING MEMBERS tTT% PRIOR TO FABRICATION E%IsmG /////}T���� D �J�� tKu (SR2 R) C,(`�O q /'EKtsr1NG NETIyei11R BDlr 691sn"l 1VVVWGG/// /l. 11L. / GUT ORE (TTP) (7YPJ NEW L N SEL'ZN EXISTING WSLDNNT TMs.�;qm K�mumnwinR�rti anr�'mwcnmt onMw ta0.l OLAG 'Yan ytlp�NpLswn.wit,t mp O to WE � .�nertT� Wctow.cyv rx 9 +Rw BIIENAVE:DARNSTAWMAKST.) OU NU160HR:m01 t / WO"V BER:0113'w'1 tKi tK6 tK0 STIE A0MtS5: NEvwsOlr•Oa NEW BOLTON NEW BOIT-0N \r,+..OA.�AA OTO OAN 6IIR(T ENCASEMENT ENYASEl:ENr EN•[ASEVENT �' NM MFiNSrAGLB.NA 03E33 INUDNENr Y.ELUL'.ENI RELDVEM O �E,d CJ xS^� BAR,,,A,LE000tITT.USA oa r, e, SECTION B-B EK�T"0 \ ror,ER1Ee DOUGLA.i iC\'�{pp`'' DaA•ANB+; cl DATe:oslonn I 1 (SR S SN) PINED ,n �s I f D CIVIL CI Kv Dr OF DATE•3 J_r Jl3 1 t 1 \1 CASEMENT /ENCASENENr NO.45251 y"�� i }/ I 1NC \ / \ WELDYENr ,� I f„n CH%O BY AD�D DATE'J J(n nl 1 DLAGOIACpNK C tTrPt EKISlTN'G DOTTOu GIRT 1 ELEVATION VIEW DETAILS NEW ENCASE V'04 O NfK%v OLT UXMWELOT (TTP) C_7 SECTION C-C J i of mm m� OLE � um (TvP) NDIE w�w _ p O O qua ow IP (3)BOLT-ON ENCASEMENT WELDMENT (33).BOLT-ON ENCASEMENT WELOMENT p p #K6/124.6# #K8!135.4# „? <TVFI DETAIL E f N90 OWC /kM NDTe: PAINT T NEW PAINn 0 =ALL FAA ADNSDR,' • �w0! CIRCULAR Yw"C-,R. Nil `uiG tt'W (1Yp) (TYPI S3)BOLT-ON ENCASEMENT WELDMENT 3)BOLT-ON ENCASEMENT WELDMENT #K7/124.6# #K9!135.4# FIELD VERIFY THAT THE NOTCHES/PLATES ON THE WELDMENT WILL FIT BETWEEN THE EXISTING TOWER BRACING MEMBERS PRIOR TO FABRICATION Oft R �/ CJP-REL,BeE F1 q� BACRISO 8AR6 Oft0!I UCC/a'TL E BACRNiG BAR 6>-- GIZIND FLUSH GgIND FLUSH I VP S — � n.t}wsawCOt/oniw•.ww we/v! Tvo 1� 1� :mwcm:aa..`•w..wn.:sww • • \ mwcwa•/tnawcrmo•ma - Ro alE i7samm O1' ea R°�niw'�rtnro:eaoi.°«Www w. a�s�s c..umawac.w.�wn. i.,r..�n� •._ .r.. SITE NAME:BARNBTABIE ID/R 67A DU NUMBER:070IL, SIZE ADBRESS: iIO ET iNESTSAR14 A MNS Di0.8te COW,T',USA MU, i nW �Oi" .•, 3� DOUCLAS K..e pRAvaov: SL DATE'ONOU13 Pi:E0 TVP Tvv Ci'JIL uu,o ev:(iF oATej M7na a la N0.45261 G«•DB�..Mp DATE;3127n, (IrNI — AV ('^'°I pd IRE• AaRwD+�{A onTE:3 Rln7 '—w.00 oaf SCML N.T.S. -P I T.P ?� DETAILS SECTION D-D SECTION E-E c Q _8 `-P'3L 1 � � � � I 'IYlra'Nae I 1 1 1 1 �yJ• � ' I �, J�-1-.r to rs— f•a rs�ry �� � � �bC� ?� I (3)HSS 3.500 O.D.x 0.300 THK x 8'-l"-A500 Gr.C(Fy=46ks1 — #k6a182.9# (12)PL 5116 x 2 112 X 2'-3"-A572.-50 (3)IBC/6.0# (3)#k7C/6.0# r--}.10•_}.—r•Y—.{-• a r.T— (3)•94C/6.01E (3)#k9c/6.0# I 1 I t I.�� ` REMOVE: REMOVE LI? --•1�- Y T•�- I ���� l.._fAOMEOOE FRCME00E. S-r I I I I mPl /rTvt (3)HSS 3.500 O.D.x 0,300 THK x 8'-1"-A500 Gr.C(Fy 46ksi) i NOTCHING DETAIL NOTCHING DETAIL #k7a/82.9# �� gi Sj Ey N FOR k6a 81 k8a HALF PIPES FOR k7a&k9a HALF PIPES vs (12p PL 5116 X 2 1/2 X 2'-3"-A572-50 (3)#kSd/6.0# (3)#k7d/6.0# �21--4 V-"-}—r-a-- -,.o•� 2-Y------ (3)#k8d/6.01t (3)#k9d/6.0# (3)HSS 3.500 O.D.x 0.300 THK x 8'-9"-A500 Gr.C(Fy=46ksi) #k8a/89.8# .5• I � L �T'.Y1'4--�^2-T��../�•t'•o•�TJ—� f&IE'OP4t�E E�' I I I bl �" 1111 J I- gQ (6)PL 5/16 x 2 112 x 1'-7" A572-50 BEVEL DETAIL BEVEL DETAIL FOR#k6&k8 PLATES FOR#k7&k9 PLATES (3)HSS 3.500 O.D.x 0.300 THK x 8'-9"-A500 Gr.C(Fy=46ksi) (3)#k6e 14.2# #k9a/89.8# (3)#k7e 14.2# CROWN _ CAS(L E Q•I• r•7 -{ 111E• NOTE T 13AM 14OLE i I I mP31 tier-'� +1 E) '-'„ MOTE: I I I I 1 1 Is I I 1 1 I PAIM ALINEW E1EEl TO -fit.•. ♦.�......•a 6,M NAI,E:DARNSTAEEI OAK°T.1 �++N H N I�v �J N N t! iE MATCHTQP/ERPNNiMq SuWASER:Srmol PER FAA I'I�I ml FI :I «d eld�al -" (6)PL 5/16 x 2 112 x 2'-3"-A572-50 CINCIAARIARlN. vq NUMCER:511355 SITE AOMESS: 09/6 ATO OAK STREET 8e . ! (6)PL 511E x 2 1/2 x 8'-1"-A572-50 (3)#k M WEST OARNSTADLE.MA 0XQ (3)#k6b/21.5# (3)#k9e/6.0# �tnCT Opp THE DAF=TACIECOMA",MSA (3)#k7b/21.5# FIELD VERIFY THAT + r�, NOTCHES/PLATES ON THE DOUGLAS IC M DUYNET S< DATE'0710111- e••a WELDMENTWILLFIT ` Ivl°'aNDTE CI\HLO 1 cNK•Oer-OfDAlE.3 Ii011T TrvP 13) IS S BETWEEN THE EXISTING 0.45261 CflKODY M DATE I11013 III I I I I 1 I I I I i TOWER BRACING ° ° - - - -— -- --•—-- I � -�- APRvouv.NC DATE MEMBERS PRIOR TO 3/2L» FABRICATION SCALE. rlas. jtl hj t`7� El �j N N E It i N I + mlel �I ;I N1 :I zi �I =I b;I- -« �4 {- Isr--I DETAILS (6)PL 5/16 x 2 1/2 x 8'-9"-A572-50 (252)PL 1/4 x 1 518 x 2 1311E-A572-50 (3)#k8b 1212# (60)#k6f/0.2# (60)#k7f/0.2# CJ'`_9 (3)#k9b/23.2# (66)#k8f/0.2# (66)#k9f/0.2# .. tiEW 1IIe2 TICP UemT sa�{ SKI (TYP,) I - f© eRi EXISTING 70'J.FA LEO NEW IR.i7lE0 f8iv79a WBOIf / ' `♦ DOLT-cmewc9$T / ,.ASSEMBLY Nw 0Ft f ) 1 eK2 ( 1 NEWi7A \` 1 BOLT•ON OW\CKUT '- ASSEMBLY tllf , EXISTINGAGow L f' SECOlO ON w OIAOONAl0 9ECEL`AARYHCRILONTAL9 eKi7 NLW SPACER NE%V BOLT elU A6;W 1R.71O0, \ UOOIT sKl (rvpI / ♦ NEY/$fcONOARY CXIS71WG dAGON. S / ♦♦ H64SZONTAL (Typ') j \ I ` EwsTmn \\�1{ / ` (SR i MRLEG J / %♦ EMT** DETAIL G SECTION F-F TONER`E° „. CRO.�/N CASTLE . / eKi n+a w:vuncMrt+✓ uO.�avM NEwsECo.YwRr """^YO`ne c.o«.wne°• eA1 HORIZONTAL w�u+win+�xn i* I�KId MiYL1..hu3 CODAR �. .+aouiPo.ne.rawro. SENY HORIZONTALS - �•WE �n �v s�ieeamcr+•^wf�•fn+cam tr- _�- _s •.. -.- BITE NONE:BARN9TABLE(OAK BTJ • / _———————— -------------- - D13 AvvnER:aTaaol Wo NUMBER:661366 _ 911E AOAK ST+ 6J0OAK RNSTA n l/ WESt TABL COO. NAISA t\O�Y�i BARAStAOLE COUNTY.U9e swsnNGDweoNus `eK1 OpUG1AS K o DRAWNer: st oatE:owvl>, ' I t• f"P•) NEW 112•3IrM imso C WBOLr IIK•O OY: OAl E:3 1jQIO / \ No•45281 CHKVBY'A9DALE 31(An3 / DETAIL F "Oro' APfiVD B,•:Nd DATE: IZZIfi 4� RbOA SCALE: N.TB. ELEVATION VIEW DETAILS S-10 TEW 1O.?TAO S-0' - {YBDLT�fTYPI IKI [AISTING TONERSEG tX IkSO.11.17Rb .� u•eaa NEWS W ` \ SOLT�QNOA Of(ET FT /' \16�YASLY 1 NEW 3'1 1 I 1 , DDLt E-ABLY ET ASSMBLY nn .13 CKISTWG SR WWL T." OK11 NEWSPACEN DIAGONALS SECDa9mR OSrZONTXLS N£Yi DOLT (IYPJ ITIT) aw � L-m NEW,Q.IIRO \ kIr \ (TYPI) / \ AEWSELDNDARN IIYPJ EDSriNC OyOO,YALS / \A NORV.ONTPL I1rP! / \ I / 1 I TOWER LEG / (SR 21R) i \\\ r DETAIL SECTION G-G TAR;0 �RnOWE NEW SEC01.9MY .�w�sntoai n..vuw�c. MORIZd'ITAL �' Ivo nnKrotlwNr nnan.+ W W:CWes..... N13 SItENAME:DARNSTASLIlIMAKST.) I• W MNSER:WOW __-___---____- WO NUNBfR:Bi11T3 SIT!ADDRESS: {IGOAKSTREET WEST DARA'STASIE.MA .91 SARNSrABIE COUNT',USA A'EW LW111< SA SECOND MY NORLZONTAIS J a dB . R� DRAruBY:Sl pATE'0.VM1111 (TYP) J// MSnNG DIAGONALS rK. DDUClA3 K. g I—.. (TYP) Ncw,n.31OD Pi LNK'D EY:pt W DATE s I I • U•OOLT •' CIVIL LNMD Br:MQ MATE,7J 1 N Ill DETAIL H N°-45261 .; .131 '• APRvo eY;MA wre L SCALE WIS. MOPT ELEVATION VIEW DETAILS S-11 • uU2 6'P NEW ID X 2 N0D il(,2 (Typ) U•000 /� Ex+STMO rOYlER tf:O NEW,Q.IS27 All LLd011 NEW 31D 7 AS }2pO R BOLI.ONaJDKET / L1 SS 20 - AI(I I 1 KEW2,a \ I + BOLT•ON BRACKET 1 � / ASSEuOIY l / 1 'KID NX5 WCWL20,11 pL,7 / NEW SVACCR / EMfk 1i MIG01WI 506Y4MY ltaRtLONTN3 NEW 00L1 _ �0A mo r�."J,C•3+ao 1 NEW SEC019ARY / \ (2.ODLl (TYP.) ExIBrWD DIAGONALS� I XL HBRROHiK ITYP.) % • I \ � L / 1 / 1 EXISTING 'IOV.ER-0 11 tSR 2+DI i 1 r`1 / DETAIL K I -- EXISrIrIG _ TOYER LEG SECTION H-H -TI yt:Orw�l •xtD ao+r+y tofu+rw w i�w.w NEW LZ W Ia �NEW +E]uerq�w�a nEws¢cora]u+r fnrz ha. B'' m.,:'„1;",°,.•eogr�s]•.,+r. SECONDARY HDR+ZOWALS HaRILDNTK bw W nl _ ->w..•n EITE NAME:OARNSTABIE(OA-ST.) • • RU NUMBER:376661 _ ___��_� -------------- Kb nT]MOER:661]66 ------------- -�^�^-77-- SITE ADDRESS: Ora Y p %VEST B RNSTA WEST TABLE AOLE.Y. SA DARrtSrAeLE courm,LlsA \ DOUGIA:K ;� DPAvmeY: SL DATE:"ir13 ExlsrwarnAGDNALs - `�vK• PIP;EO Cwcony:0;F CAM3'Wila Y Y• hT-%i .]+no CIVIL (TYP.I 1.1e01.1 {V 45231� CifKD 6Y; DAt E'3121111 Of O �F APRVOBY'ND DATES I'1Z1] DETAIL J a Y SCKE N.T.S. ELEVATION VIEW DETAILS S-12 IL - Ak9,n —a 13110' ��� ——t Eno•-•�-- I I t �IREF,) ---------- --- (. y".1) Y o SNOPORUCD 6NDPD'LED SLOT OLE trrP.i) • t:YPIZ ! (18)L 2 x 2 x 1/4 x 4'-5 11W LONG TrP. #K10115.5# Y I I 41 ^0 one�„no SNOP ORILLED I 7g JJIB'— SLOT YTrP') b O— Y s v'DaiuEDNDLE (18)FABRICATED 2 112 BOLT-ON BRACKET ASSEMBLY b �} #K11 /11.4# Y CRO�/N ti AR E Y PLV✓9G5 J� �'PL 3/8 x 4 x 4 5/8 nO�` 80SITE 13ER.V(338ARS9TAELE roAK STa PRIM ALL,RW BTEEL f0 DU YI,lUOER ROW, )PL 1/2 x 5 5/8 x 8 #kl1b/2.2# PER FAA AWISORr TDLc toweppAw Yw NUUBER:601iS5 (18 CIRCULAR TCNK6,K. SI FE ADDRESS: #klla/7.0# $TE OAK STREET DAMITABLE COUNTY.USA oil �I DOUGLAS K'� ORAMISY; SL OATE:OD.In) t PINED DATE ,}pn CrVIL cNKO er;Bf r NO.452a1 CNKOEr, DATE:-3 11 J, YA rig APAVU ur:04a oAm 3IZV%3 ®8l SwF' N.T.11, —.,z. DETAILS 1/2 x 2 5/80 FABRICATED U-BOLT S-1 3 #K12 BILL OF MATERIAL FIELD VERIFY ALL MATERIAL LENGTHS AND DIMENSIONS PRIOR TO FABRICATION ITEM NUMBER MANUFACTURER PART NUMBER QUANTITY SIZE J DESCRIPTION UNIT WEIGHT(OQ YIELD(KSI) STEEL GRADE I Ki 54 L 2 x 2 x 1/4 u V-5 1/8'LONG 15.5 36 A36 2 K2 54 FABRICATED 2.3k0 BOLT-QV BRACKET ASSEMBLY 1 t.7 50 A572.50 3 K3 108 1I2 x 2 7190 FABRICATED U-BOLT ASSEMBLY 50 A572-50 COMPLETE W/NUTS,WASHERS 8 LOCK WASHERS 4 K4 72 112 x 31 aO FABRICATED U-BOLT ASSEMBLY 50 A57-60 COMPLETE WI NUTS,WASHERS 8 LOCK WASHERS 5 KS 1" PL1/8x2O.D.xil/16I.O.SPACER - 50 A572.50 6 K6 3 BOLT-ON ENCASEMENT WELOMENT 124.6 REF S-9 REF S-9 7 K7 3 BOLT-ON ENCASEMENT WELDMENT 124.E REF S-9 REF S-9 8 K8 3 BOLT-ON ENCASEMENT WELDMENT 135A REF S-9 REF S-9 9 .K9 3 BOLT-ON ENCASEMENT WELDMENT 135.4 REF S-9 REF S-9 10 K10 18 L2x2xIMxd51B'LONG 15.5 36 A38 I Ktt 18 FABRICATED 21/20SOLT-ON BRACKET ASSEMBLY 11.4 50 A572.50 12 K12 36 1/2 x 25/80 FABRICATED U-BOLT ASSEMBLY so A572.50 COMPLETE W/NUTS.WASHERS 8 LOCK WASHERS 13 K13 144 5/8 x 2 GALV.BOLT ASSEMBLY 92 A326X COMPLETE W1 NUTS,WASHERS 8 LOCK WASHERS 14 K14 150 314 x 2 114 GALV.BOLT ASSEMBLY 92 A325X COMPLETE W/NUTS.WASHERS 8 LOCK WASHERS OCRffl aw+.WtLLi VAm,Ri MrtiNG��i�v W n MO GIF 06�C, � G^wiG:n4piwaCCiu,ral+R Ix�'.PW�S 4PM 0/Ccw,iuni wy 4yr.liw,.nw,.AY SITENAMEIBARNSTASLEIOAKST.1 OU NUMBER:STOW WO NUMSERI G1M SITE ADDRESS: ATO OAK STREET WESTBARNSTAULE.MAMM EARISTABLE COWY.USA DOUGLASKpe DRAMBY SL DATESW=1) FiN=O CNKDBY.5F DATE j OW CIVIL NO.45231 cK oBY:A , n1 T6t 0, �r APRVDSY:Np DAre:3r2Zns MBA SCALE. N.T.S. EOF MATERIAL S-14 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 9/cf Parcel OWN OF BARNST : . ABLE Q/�` /d®�,,,, Application � Health Division APR 23 All 9: 33 Date Issued J Conservation Division c/ Application Fee Planning Dept. D1S10 °® Permit Feet Date Definitive Plan Approved by Planning Board �-(L Historic - OKH _ Preservation / Hyannis Project Street Address -7qgq 046E 0'- Village Owner'keoeArAof Avon -Address JL4C VV' -a 061d Telephone B Permit Request -Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R_r Flood Plain Groundwater Overlay Project Valuatio 01 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bath 3): 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 ❑Y No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization m�peal # �/3-00 Y Recorded Commercial Lt-A ❑ No If yes, site plan review# Current Use L SI Proposed Use V/,re&_& APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f'�e-/ d�^ ��^�►2( /.�� (Omrov41(,4'rr�f Telephone Number ��`�� 3 3 Address I2_1ee1�4yd;o License #may( �g Y 8 30 7fi Home Improvement Contractor# Worker's Compensation # ( IQEJ,2 4cr ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ��G�/ DATE Z2 6 1 FOR OFFICIAL USE ONLY j. APPLICATION# F 'DATE ISSUED MAP/PARCEL N0. _ F ADDRESS VILLAGE OWNER S k r DATE OF INSPECTION: v..FOUNDATION FRAME INSULATION I. h FIREPLACE ELECTRICAL: ROUGH FINAL t.F PLUMBING: ROUGH FINAL f, 4GAS: ROUGH FINAL FINAL BUILDING z '3 DATE CLOSED OUT ASSOCIATION PLAN NO.,,, LETTER OF AUTHORIZATION Town of Barnstable 200 Main Street Hyannis, MA 02601 To Whom It May Concern: I,Anton J. Miller-President of SITE ACQUISTIONS, INC. ("SAP')hereby grant the authority to the following employees: Keith Barnard and/or Shawn Hancock on the behalf of SAI to apply for and obtain all necessary federal, state,local and/or other applicable jurisdiction(s) approval(s)and/or permit(s)that may be required for the construction,operation,modification and maintenance of telecommunication facilities within the New England region. I hereby certify that Keith Barnard and Shawn Hancock are employees of Site Acquisitions,Inc. Site Acquisitions, Inc. Anton J. Miller-President Date: April 1,2013 22 Keewaydin Drive,Salem,NH 03079 (603)421-0470 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Location: 749 Oak Street Barnstable, MA 02668 Tenant Name: AT&T Mobility (Site number: 1108) Project Description: Installation of an equipment rack within an existing equipment room and 3 panel antennas to an existing wireless facility. Engineering Firm: Chappell Engineering Associates LLC Address: 201 Boston Post Road West, Suite 101, Marlborough, MA 01752 Telephone: (508)-481-7400 I Clement Salek MA Registration Number: 47382 , Expiration date: 6/30/2014 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other(Specify) for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR) and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1- Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a Final Construction Control Document. OF Phone Number: CLEMENT J. SALEK Email: 66C161 Gta— ,term I eb o !�e ri GoYt� CIVIL y No.47382 WA43 anal ignature, Seal & Date The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 -� � The Commonwealth of Massachusetts William Francis Galvin V _ Secretary of the Commonwealth,Corporations Division r One Ashburton Place, 17th floor Boston MA 02108-1512 FF�. y w Telephone:(617)727-9640 AIRCOMM OF AVON, L.L.C. Summary Screen ID Help with this form Request a`Certificate- I The exact name of the Foreign Limited Liability Company(LLC): AIRCOMM OF AVON,L.L.C. Entity Type: Foreign Limited Liabili , Company(y LLC) Identification Number: 061444698 Date of Registration in Massachusetts: 07/14/1998 The is organized under the laws of: State: CT Country: USA on: 12/21/1995 The location of its principal office: No. and Street: 1220 AUGUST DRIVE, SUITE 500 City or Town: HOUSTON State: TX Zip: 77057 Country: USA The location of its Massachusetts office,if any: No.and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM No. and Street: 155 FEDERAL STREET STE 700 City or Town: BOSTON State:MA Zip: 02110 Country: USA The name and business address of each manager: Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER VICTOR A DUVA 1209 ORANGE STREET WILMINGTON,DE 18901 USA MANAGER KENNETH UVA 1209 ORANGE STREET WILMINGTON,DE 18901 USA MANAGER PINNACLE TOWERS LLC SOLE MEMBER 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER E.BLAKE HAWK 1220 AUGUST DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER W.BENJAMIN MORELAND 1220 AUGUST DRIVE,SUITE 500 HOUSTON,TX 77057 USA MANAGER JAY A BROWN 1220 AUGUST DRIVE,SUITE 500 HOUSTON,TX 77057 USA The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 4/12/2013 I The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY CATHY PICHE 3530 TORINGDON WAY SUITE 300 CHARLOTTE,NC 28277 USA REAL PROPERTY LYNN HOWELL 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY JAY A.BROWN 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY JIM YOUNG 2000 CORPORATE DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY PHIL KELLEY 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY W.BENJAMIN MORELAND 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY CHRISTOPHER MOONEY 1220 AUGUSTA DRIVE SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY E.BLAKE HAWK 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA REAL PROPERTY DONALD J REID JR 1220 AUGUSTA DRIVE,SUITE 500 HOUSTON,TX 77057 USA Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit Merger Allowed Select a type of filin _from below to view this business entity filings_ ALL FILINGS I Annual Report I Annual Report-Professional ��,� Application For Registration Certificate of Amendment A1SWV w FiI gs ,a Comments O 2001-2013 Commonwealth of Massachusetts D All Rights Reserved Help http://corp.sec.state.ma.us/corp/corp search/Corp S earchSummary.asp?ReadFromDB=True... 4/12/2013 r GOWN 3530 Toringdon Way Tel: 704-405-6523 TLSuite 300 Fax: 724-416-6153 Charlotte, NC 28277 TO: Town of Barnstable 367 Main Street Hyannis, MA 02601 FROM: AirComm of Avon LLC c/o Pinnacle Towers 1549 Ringling Boulevard Sarasota, FL 34236 RE: Letter of Authorization r Site ID: 870801 Carrier: AT&T Mobility Site Address: 749 Oak Street, West Barnstable, MA 02668 Dear Sir/Madam: 1 As the owner of the above referenced property I am writing to notify the Town of Barnstable that I ' am aware of AT&T's proposed antenna replacement project, at the above referenced tower site. I have no objection the proposed project. I am also authorizing AT&T and its agents including SAI . Communications and Keith Barnard to act as an agent on my behalf for the purpose of performing every and all act that is required, necessary and appropriate to prepare, sign, submit, file and present on my behalf building, permitting and/or zoning permits related to the above described real property. y _ Thank you, AirCo m;of Avon L v -� ,Z 1 (Sig e) I (Date) (Title) xn ACKNOWLEDGMENT State of North Carolina County of Mecklenburg On April 22, 2013, before me, Jennifer Taylor a Notary Public;personally appeared Cathy Piche, the East Area President for AirComm of Avon LLC c/o Pinnacle Towers, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) {; M CaOFFICIAL SEAL `:.'; Notary PuDBc•Norolina MECKLENBURG COUNTY My Commission Expires on `� � JENNIFE�A�IIO k >n:I Gommiission ExpiresCIS ss II``'11 �. i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Letribly Name(Business/Organization/Individual):Site Acquisitions,Inc.d/b/a SAI Communications Address:22 Keewaydin Drive City/State/Zip:Salem, NH 03079 Phone #:603.421.0470 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 145 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' insurance.= 9. ❑Building addition comp.[No workers'comp, insurance p• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no telecommunications employees. [No workers' -13.0 Other comp.insurance required.] 'Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. ]am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Hartford Casualty Ins.Co. Policy#or Self-ins.Lic.#:04WEQT3295 Expiration Date:8/1/2013 Job Site Address: 749 Oak Street City/State/Zip: Barnstable,MA 02630 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb certi a re gins an a i orx!:ju that the in ormation provided above is true and correct. Si nature: - _-_ _. y __. _ Date April 18,2013 Phone#:603.421.0470 Official use only. Do not write in this area,to be completed by city or town offciat City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:703814 SITEACQU1 YM 'ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE 1226/2 126/2D/Y012 2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERCRUNTACT N E. USI Insurance Svcs of NE,Inc. P"o"E 603 625-1100rAT A/C No Ext: A/C No): PO Box 6360 E-MAIL Manchester,NH 03108.6360 ADDRESS: 603 625-1100 INSURER(S)AFFORDING COVERAGE NAIC s INSURER A:Liberty Surplus Insurance Corp. 10725 INSURED INSURER B:Stan'Indemnity 8t Liability Co. 38318 Site Acquisitions,Inc. INSURER C:Hartford Casualty Insurance Co. 29424 dba SAI Communications Hanover Insurance Company 22292 22 Keewaydin Drive INSURER D: P Y Salem,NH 03079 INSURERE:Hiscox Insurance Company 10020 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMBS LTR I POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY 100000327702 1/01/2013 01/0112014 EACH OCCURRENCE $1 OOOOOO X COMMERCIAL GENERAL LIABILITY PREMISES Ea NQD nce $30O 000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $No covers e X BI/PD Ded:25000 PERSONAL&ADV INJURY $1 OOO 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: [PRODUCTS-COMP/OP AGG $2,000,000 POLICY X JEC LOC $ D AUTOMOBILE LIABILITY AWV697898704 1/01/2013 01/01/201 COEaMB cINED dent d.n,)sNGLELIMIT $1r OOOrOOO a IX ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS Ix NON-OWNED PROPERTY DAMAGE $ AUTOS Per accid entt $ S X UMBRELLA LIAB X OCCUR SISCCCLO1701813 1/01/2013 01/0112014 EACH OCCURRENCE $S 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION 04WEQT3295 8/01/2012 08/01/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $1 OOO OOO OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000,000 D Installation Pol. IHV707584303 1/01/2013 01/01/201 $150,000/$2,500 ded. E Professional MPL105991912 6/02/2012 08/01/201 $1MM/$1MM;$20,000 ded. DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,"more space Is required) This Certificate covers all operations usual and customary to the insured's business. CERTIFICATE HOLDER CANCELLATION "For information purposes only" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©19884010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S9159290/M9158945 CBPZP I FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis;-MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated for the property located at 7 y y/7 5�3 0 41- s"er also known as �r�r srr� iids� have been reviewed by '9� �i of the ❑ Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting & Rescue Access ,/ ✓ 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System 10. F.P.S.S. &Annunciator Location ✓ 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location ✓ 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location ✓ 16. Fire Protection Rooms 17. Fire Protection Equipment Signage ✓ 18. Alarm Transmission Method ✓ 19. Sequence of Operation Report ✓ 20. Acceptance Testing Criteria KC believe this document to be complete and compliant for the issuance of a building permit. We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. y ,x SA.RNA , i ' RO � s . •20 PA.AWWO 3 � '' r $A9 ),. R 36 . y Bk 27248- Ps326 018819 03-29-2013 IQ 01 = 19P WL BARN.STAOLF w�ea 0 1. 'HA Town of Bamstablel3 FEB 22 P 2 .31 Zoning Board of Appeals Decision and Notice Appeal No.2013-004-AT&T Mobility Modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by an August 18, 1999 MOU, as modified by Special Permit No. 2002-129 To allow for additional equipment on an existing telecommunications tower Summary: Granted with Conditions Petitioner. AT&T Mobility,as Lessee 550 Cochituate Road,Framingham, MA Subject Property: 749 Oak Street,West Barnstable Assessor's Map/Parcel: 215/015/002 Property Owner. AirComm of Avon Zoning: RF Zoning District Hearing Date: February 13,2013 Recording Information: Deed: Book 11147 Page 052 Plan:Book 324 Page 36 (Parcel B) &Book 270 Page 100(Parcel B& Lot A-1) Background In Appeal 2013-004, AT&T Mobility sought a modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by a Memorandum of Understanding dated August 18, 1999 and as modified by Special Permit No. 2002-129. The Petitioner was proposing to add three panel antennas, six remote radio heads, and one surge arrestor at the 250 foot elevation of an existing 387 foot tall lattice telecommunications tower. The subject property is a 1.73 acre parcel developed with a 387 foot tall lattice telecommunications tower. The tower is topped with a television transmission antenna that increases the total height of the structure to+/-431 feet. The tower is permitted by an August 18, 1999 Memorandum of Understanding between the Town of Barnstable and AirComm of Avon, LLC, and Paul and Sandra Flynn. AirComm and the Flynn's applied to the ZBA for permits to reconstruct a tower that had been unlawfully erected;the Board denied those permits. The MOU was the product of the resulting appeal. The requested special permit to expand a preexisting nonconforming use and variance from yard setbacks to allow installation of guy wires were issued through the MOU. With Appeal 2002-129, those permits were modified to allow the construction of an addition to the accessory equipment building. Condition No. 3 of Special Permit 1997-008 states that"no new antennas or other attachments shall be placed on the tower...except subject to the special permit procedure of the Town.° Procedural& Hearing Summary Appeal No..2013-004 to modify Special Permit No.,1997-008 and Variance No. 1997-009 to add panel antennas to in.existing telecommunications tower was filed'at,the,Town Clerk's Office and Zoning B and Iof Appeals Offce'on be�cember'27, 2012 A public h ngt fotie*ifi�Zdh ing(Board of Appeals wa's duly,advertised and�notice sent to all abutters iA acc_ordance'wrth�MGL' Chapter,40A,,'A: , letterdfrom AirComm'of Avon, L.�LC'dat d10/5/12'a thou ed'T T`to pply for�permits,'necessary toys Y •eater vk�x'tyv:-- 'ysr-A.,•-.n., �, ,.•—,,,.s.,.. 9 �eF' modify,its,facilities on.the tower.:A letter dat d`Janu ry 23�2012 f m'AT&TiMob dyL°ajuthon'ed SAID, if— �. :'taar': 'R,-'!nr'r `-Y, "- ++ ►!'�F7:.err t9K+,.'I�Rff•,. frC3.'r+ ti ! 1! i Commurncations and J:1Lee Consulting�to,appVon,theirbehalf and.l- resent.them,beforeane Board!, 'ti1^ `'a 'C4rv! }p•'.y ..f,'I ;T., t „�, , �(�i•'v; 4, y{-.. r„!gs,, q .+ i p- `�', i �r ( j -J •y ?:i'1�.M. .: k:. 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'e Bk 27248 Pg327 #18819 Town of Barnstable Zoning Board of Appeals-Decision and Notice Appeal No.2013-004 AT&T Mobility The hearing was opened on February 13, 2013 at which time the Board found to grant the Special Permit and Variance modifications subject to conditions. Board Members deciding this appeal were William H. Newton, Craig G. Larson, Alex M. Rodolakis, Brian Florence, and George T. Zevitas. Gerry Squires of J-Lee Consulting represented AT&T before the Board. He presented the request to add equipment to the Board and indicated the new antennas would augment an existing AT&T antenna installation at the 250 foot elevation. He confirmed that a passing structural analysis had been provided. Public comment was requested and no one spoke in favor of or in opposition to the request. Findings of Fact At the hearing of February 13, 2013, the Board made the following findings of fact for Appeal 2013- 004, a request by AT&T Mobility to modify Special Permit No. 1997-008 and Variance No. 1997-009 to add panel antennas to an existing telecommunications tower at 749 Oak Street, West Barnstable: 1. AT&T Mobility, as Lessee, petitioned a modification of Special Permit No. 1997-008 and Variance No. 1997-009, as issued by a Memorandum of Understanding dated August 18, 1999 and as modified by Special Permit No. 2002-129, to add three panel antennas, six remote radio heads, and one surge arrestor within the Petitioner's 250 foot lease area on the existing 387 foot tall lattice telecommunications tower. 2. The subject property is located at 749 Oak Street, West Barnstable, MA as shown on Assessor's Map 215 as Parcel 015-002. It is located in the Residence F Zoning District. 3.. The.proposal by AT&T Mobility to add three panel antennas, six remote radio heads and one surge arrestor within the 250 foot lease area on the existing lattice communications tower at 749 .Oak Street, West Barnstable meets all of the requirements of Section 240-107 of the Zoning Ordinance. The installation is supported by a passing structural analysis prepared, signed and stamped by a Professional Engineer registered in.Massachusetts. 4. The proposed antennas will not increase the height of the tower. 5. A.Site Plan approval letter dated November 29, 2012 was issued for the proposed installation. 6. Based on an evaluation of the material submitted and the evidence presented, the proposal will not be a substantial detriment to the public good and will not nullify or substantially derogate from the intent or purpose of the zoning ordinance. 7. The proposal fulfills the spirit and intent of the Zoning Ordinance and does not represent a substantial detriment to the public good or the neighborhood affected. The proposal will not be substantially more detrimental to the neighborhood than the existing structure. The vote to accept the findings was: AYE. William H. Newton,Alex M. Rodolakis, Craig G. Larson, George T. Zevitas, Brian Florence NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant the Special Permit and Variance modifications, subject to the following conditions: 1. The request to modify Special Permit 1997-08 and Variance 1997-09, as modified by Appeal No. 2002A29, is granted to AT&T Mobility to allow,the installation.and operation,of,three panel antennas, six remote radio heads and one surge arrestor within the 250 foot,lease area on the: existing lattice communications tower and accessory equipment`at'749 Oak'Street;West Bamstable;as shown on the plans entitled"AT&T'—Site Name".Oak•Street-Barnstable;AT&T Bk 27248 Pg328 #18819 J Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-004—AT&T Mobility Site Number. 1108"dated October 24, 2012, drawn and stamped by Chappell Engineering Associates, LLC. 2. All conditions of Special Permit 1997-08,.Variance 1997-09, and Appeal 2002-129 shall remain in full force and effect. 3. All work shall be completed in accordance with the requirements of the Site Plan Review approval. 4. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: William H. Newton,Alex M. Rodolakis, Craig G. Larson, George T. Zevitas, Brian Florence i NAY: None Ordered Appeal No. 2013-004 to allow AT&T to install three antennas and accessory equipment within the 250 foot lease area on the existing lattice communications tower and at 749 Oak Street, West Barnstable has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. William H. NMbn, Vice Chair Date S gned I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of-Ikllm under the pains and penalties of perjury. Linda Hutchenridgr,Town Clerk r it •; _ ;�• .,. N AtiL;l�� -t., ���• ,1 7 y 't,y , r + , '.4 , � �M. T. V! �+t� •"rl t''k^.��q Z.l1�.A�Yt+/"�'i•••�� r t'' -. yf �-,: �}" �� � '} A.t '�^ 164 ,':lot 3,fYr �• "L ,j..1�'.{t!', ,i, ,�1 ,K. ,. i �7 R� J' 'y " .}� -, " :1., U ! ���!j --� f 3• 4. Y \": �+ ' If,f t A P + . •" .• }• ryI•r .s r , ',+! "" yri",,. 1+,Se. �1' )t 5 'u. '+°it I .> t'1.� t ! d-' ' �� t Bk 27248 Pg329 #18819 Town of Barnstable i r Assessing Division L01 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION January 24, 2013 RE: Adjacent Abutters List For Parcel(s) : 215-015-002 749 Oak St. West Barnstable, MA 02668 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced"parcels as they-appear on the most recent tax list with mailing addresses supplied. 564�f J a Board of Assessors Town of Barnstable } Attachment I i e,1 1 it } F . ¢� }.: F, .+ I;' rt a.lr 1 1.;' l:�rl,�t r�♦ `..+ Ir� ��� , C i' s �r 4. 1 M. 'i 1 t.vr r ,f � � M1 � �¢t i � ,r R i.4• ,F ,µ1 4 1 �} }j, u ) �- ' yid h .�1 c�� } J � ,�• Itl}'ft .. '1,4��1�'r�� !.F S°^�rk i r�: R�Y a: '�i r. }1 � 1A , 11} •'9� 1 i 1 1 ,'� �s ';q a � ¢�f' Y - ,!.t. .„ }}' � !r L;� �i 1�_ `"�� �'4,�' r{e}�}+ � tl" }u 1i�,.t¢ l .t�( �,,. � ,,' � t}1 ��" ; ;crs Y CIF ` ¢ 1{� l� � ��' ¢ '.t''y �! �r� .r, ��y� i,}:�l�! ��.,►, �i }, ' yi11 9, li'�! .l 1 1 t;i •i, 11 1 �' ,i1 '� •,! j klA.y .�.. 1 '� t E{`F p Yr. ��'�M c� .� . .�'» •x�IAi'iil-i J�f'.I.JII.!: k } e'�7 .s �I•r�' !f. 'r .».t_�}i. 1 r'«! �.. T �-- F }.r!"� 1::Ir37..�. � tl...'���+.«,i°.�' !. L �.."!.y �, ��.:�...•J rs.'r.�lt� 1 ._.M .''�' i}'. 1 i Bk 27248 Pg330 #18819 AbutterReport Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): r215015002` Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 14 rClose Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CitystateZip WEST 215001001 ROSSIGNOL,JANE 712 OAK ST BARNSTABLE, 20903/200 MA 02668 215002 GLEND STEVEN R& WEST GLENDA BARNSTABLE,OAK STREET RNSTABLE, 12284/120 MA 02668 WEST 215010 EWING,CAROLINE 14 MOCO ROAD BARNSTABLE, 22589/112 MA 02668 BOA(LOG) BLE TOWN 367 MAIN STREET NONE 2150i1 ( ) HYANNIS,MA 02601 215014001 F ERRITT,MARJORIE 20302 SAPPHIRE MAGNOLIA,TX 2 C1R 77355 1658/144 215015001 AIRCOMM OF AVON, 4017 MCMURRAY,PA LLC PMB 353 WASHINGTON RD 15317 12594/267 AIRCOMM OF AVON 4017 215015D02 PMB 353 WASHINGTON 1.5�3 7RRAY,PA LLC 11147/52 RD WEST 215016001 ROSE,JULIE W 741 OAK ST BARNSTABLE, 20182/197 MA 02668 ARMSTRONG, ARMSTRONG FAMILY WEST 215016002 KATHRYN H TR TRUST 735 OAK STREET BARNSTABLE, 16876/284 MA 02668 215017 CROCKER, %NSTAR ELECTRIC ONE NSTAR WAY WESTWOOD,MA CATHERINE C CO 02090 24105/191 21SO18 BARNSTABLE,TOWN CONSERVATION 20D MAIN STREET 02601 MA OF(CON) COMMISSION 02601 2846/146 MASSACHUSETTS, DEPT OF ON,MA CAMBRIDGE BOST 215019 COMMONWEALTH ENVIRONMENTAL 1 1 BOST 354/131 OF MANAGEMENT ST D2202 DONOVAN,MARY WEST 215031 ANN 11 MOCO RD BARNSTABLE, 21116/131 MA 02668 ANTOS,BRIAN C& WEST 215033 JILL A 33 MOCO RD BARNSTABLE, 20369/104 MA 02668 This list by itself does NOT oonsti tters 0ute a cerflfled fig of abu and is provided only as an aid to the determination of abutters.IPa cerNed flit of abutters is required,contad the Assessing Division to have this list certified.The owner and address data on b'ds list is from the Town of Barnstable Assessor's database as of 1/22M013. ti r � F� r.., y�.-�•ty r 1 �..}L �} + ; t y J i �''I S � r r.., `r+ f, �.I�r �f' •.�. �. : l F }�.. t` `r !. t ! titA•i' 'A r.'I. ye} l .1 r 1h f r.�' [ r !'i yN't it1 .,1. t t' ;• t w ��, f� .�t n+ (1 . r !1}, t..r t r i,�r s ;. ._'�+,� H�"tv�, �ti' ,!�i F.ie.tii,f'!" el tt�„S',.,.,y 1ty.tli,.��!�i#•7''1+ir',1'»�r,/t,;�.K.t� ^f,d/.��: !r 1 I„ ar a ,rlr rWid',.I�t(�F.�I'�ryy.t'...r;t�,.'.�}. 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R Fc% . m Q. 7,_ --'..1-- L • 173 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin 17S Secretary of the Commonwealth,Corporations Division t One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 SITE ACQUISITIONS, INC. Summary Screen Help with this form `;' Request a Certificate . I The exact name of the Domestic Profit Corporation: SITE ACQUISITIONS, INC. Entity Type: Domestic Profit Corporation Identification Number: 043324231 Old Federal Employer Identification Number(Old FEIN): 000507758 Date of Organization in Massachusetts: 07/24/1995 Current Fiscal Month/Day: 12/31 Previous Fiscal Month I Day:00/00 The location of its principal office: No. and Street: 10 MOUNT VERNON ST., SUITE 101 City or Town: WINCHESTER State:MA Zip: 01890 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: NATIONAL REGISTERED AGENTS,INC. No. and Street: 155 FEDERAL STREET, SUITE 700 2ND FLOOR City or Town: BOSTON State:MA Zip: 02110 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address(no PO sox) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term PRESIDENT ANTON MILLER 4 GOLFVIEW RD., Until Appt of WINDHAM,NH 03087 USA Successor TREASURER DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor SECRETARY ANTON MILLER 60 CLEWLEY RD Until Appt of MEDFORD,MA 02155 USA Successor DIRECTOR ANTON MILLER 4 GOLFVIEW RD., Until Appt of WINDHAM,NH 03087 USA Successor http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 4/3/2013 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 DIRECTOR DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor business entity stock is publicly traded: _ The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CNP $0.00000 15,000 1 $0.00 200 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed i Select a type of filing from below to view this business entity.filings: ALL FILINGS Ir Administrative Dissolution Imo` Annual Report Application For Revival X Articles of Amendment G� Vie w Filin's wNew Searc Comments O 2001-2013 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 4/3/2013 e 1 at&t AT&T Mobility, LLC. 550 Cochituate Road Suites 13 + 14 Framingham, MA 01701 . 00 0 W t--e O III ENGINEERING FINAL AFFIDAVIT c N t� OAK STREET - BARNSTABLE AT&T SITE #1108 CROWN SnE: 807198 Address: 749 Oak Street Barnstable, MA 02668 Date: 25 JUNE 2013 ,Q CHAPPELL ENGINEERING Q ASSOCIATES,LLC Civil•Structural•Land Surveying R.K.Executive;:entre o 201 Boston Post Road West o Suite 101 o Marlborough,MA 01752 t.508.481.7400 a www.chappellengineering.com 0 f.508.481.74C6 I CHAPPELL ENGINEERING ASSOCIATES,LLC Civil•Structural•Land Surveying June 25, 2013 AT&T Mobility, LLC. 550 Cochituate Road Suites 13+ 14 Framingham, MA 01701 Reference: Engineering Field Visit and Completion Affidavit Oak Street-Barnstable,AT&T Site#1108 749 Oak Street, Barnstable, MA 02668 CEA Job Number 1221.005 Site Description: This is for an upgrade to an existing wireless communications facility in Barnstable, MA. Three (3) additional panel antennas were mounted to the existing guyed tower at 250'-0"AGL. The(2) proposed equipment racks were installed within the existing AT&T equipment room. The existing AT&T utilities at the site were utilized to connect the proposed equipment. The grounding is tied to the existing grounding system for the site. Engineering Field Visit On June 24, 2013 Chappell Engineering Associates performed a field inspection of the previously installed AT&T equipment in order to verify general conformance to our Engineering Construction Documents dated 04/05/13. The following site photos and field visit form document our field visit, and the enclosed Final Report of Special Inspections is attached as requested. Very truly yours, Chappell Engineering Associates, LLC OF1{ 'CLEMENT . C IEL Clement Salek, P.E '0.47382 ANAL R.K.Executive Centre IS 201 Boston Post Road West■Suite 101 •Morlborough,MA 01752 t.508.481.7400 0 www.chappellengineerincg.com 0 f.508.481.7406 r -- Engineering Field Visit Antennas, mounts, and coax • Three (3) proposed panel antennas were installed on the existing antenna mounting frames at 250'-0"AGL. • Three(3)proposed radio heads and one(1) surge arrestor were mounted to the existing mounting frames behind the proposed panel antennas. • The GPS antenna was installed on the existing ice bridge within the existing compound. Site work • The proposed radio equipment rack was installed within the existing equipment room. • The proposed power plant rack was installed within the existing equipment room. • The proposed cables were routed adjacent to the existing coax to connect the proposed antennas. Utilities • The proposed equipment was connected to the existing AT&T electric service. • The proposed equipment was connected to the existing grounding system at the site. II j I Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Location: 749 Oak Street, Barnstable, MA 02668 Tenant Name: AT&T Mobility(Site number: 1108) Project Description: Installation of equipment within existing equipment room and (3)panel antennas on the existing tower. Engineering Firm: Chappell Engineering Associates LLC Address: 201 Boston Post Road West, Suite 101, Marlborough, MA 01752 Telephone: (508)481-7400 I Clement Salek MA Registration Number: 47382 , Expiration date: 6/30/2014 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other(Specify) for the above named project. I certify that I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. H OF� q CLEMENT J. �m Phone Number: (508)-481-7400 SALEK $ CIVIL y No.47382 82 Email: csalek@chappellengineering.com t• S/ONALEa Original Signature, Seal& Date y ti •L 1 a� ,�{1 1 r Overall equipment rack installation u , i 1 9 Raycap �F. I IIIIII �.,� IIIIII ---= II I fill 1. 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PPl�1�d 1 11pppp— th M411b14b1114NIN ' 1-:Ili 41b/1bINM11IIPq►H+1. � �'L�. 1 a 11.11 AAAAAAAAAAA �•,.., :+;'!! `�� �\`�. �.,J. 1 , •/ ._.�"'£ �.` i (.�.� 104 • �� J I tiJ Aw U Attached garage:❑existing ❑new size Zoning Board of Appeals Authorization ❑ Appeal# Recorded.❑ _ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use � BUILDER INFORM�ATION �i�Name — //V TelephoneNdm be rg,?-7 Address License# Home Improvement Contractor# IV174 Worker's Compensation# ALLCONSTRUCTION' EEBRIS'RESULTING FROM THIS'PROJECT WILL,BE TAKENJO. SIGNATURE77-/ (/l_ rkDATE,_ G G r ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 1 Application# �()(0 Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis e7 Project Street Address 34& 0a K SA- Village 0- —6a rf%5Wab\_e_ It C . Owner 6EIgboA �oan�� Address `DUI N CaLlaa'a Sim,,aQ FAA Telephone q41 � — ZS� Permit Request emoye 12 Hn4Qnnu ane IS �7#-Q % eX1 s 1'^11 4,.N_1 r a^a f dae 0. th 69 1144K ►na -Pana 15 n` 51mo lar 5iZy lel2la:Q tloa K Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new �1 Zoning District Flood Plain Groundwater Overlay �C Project Valuation 6 C�l� Construction Type o Lot Size Grandfathered: Cl Yes ❑ No If yes, attach supporting documents_n. N Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) U �. ;;0 Age of Existing Structure Historic House: ❑Yes ❑No On Old King's High ay: ❑Yes 1ANo cc Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other r r- Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air:._ ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size T Pool:❑existing Cl new size Barn:❑existing ❑new size Attached garage:Cl existing ❑new size Shed:❑existing Cl new size Other: S Zoning Board of Appeals Authorization ❑ Appeal# _ Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use S BUILDER INFORMATION Name ` .��o� NPR(/1 Nlephoneumber 136(J-966� 7`/oi Address yX S� j D/ We i ,0 O Improve t Contrac r# mpensatioALL CONST CTION D RIS ESULTI G ROM H PROKEN T SIGNATURE DATE F ' FOR 0FFICIACUSE ONLY M HERMIT NO. DATE ISSUED MAP/PARCEL NO. + ADDRESS VILLAGE i +ter OWNER ' DATE OF INSPECTION: i "! h FOUNDATION " FRAME �t INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL 4; PLUMBING: ROUGH FINAL r s i 1 j,rs GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT . ASSOCIATION PLAN NO. t ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' t U i a 600 Washington Street 1 Boston, MA 02111 yt 1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumber.s Applicant Information Please Print Legibly N mile (Business/Organization/individual): C� ty/State%Zip s �� 6>36 62—Phone #:9_0)&—Z6> Are u an employer? Check th�appropriate box: Type of project(required): 1. I am a employer with 1 00 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the"sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp:insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL I L❑Plumbing repairs or additions . myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do'hereby certify under the pains and penalties of perjury that the information provided above is true and correct. S a��re [ i__ Phone#: Official use only. Do not write in this area,to be completed by city or town of City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: -Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual;partnership,association or other legal entity,employing employees.-However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s).of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance, If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department.of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy.information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 WasFiington Streit Boston,MA 02111 Ttl. #617-727-4900 ext 406 or 1-8.77-MASSAFB Fax.#617-727-7749 Revised 5-26-05 www.mass.govfdia r , AAA t Transmitted via: Hand Delivered Thomas Perry, Director June 6,2007 Town of Barnstable Building Division 200 Main.Street Hyannis, Massachusetts 02601 Suhiect:Letter ofAuthorization,Kent Weinheitaer,Massachusetts Construction Supervisor Liceuse Holder- Director Perry: In accordance with.your request,please be advised that Kent Weinheimer,Massachusetts Construction Supervisor License holder#072440; is a full-time Bechtel employee(Market Manager,New England, Cingular Wireless/AT&T Wireless Mobility Project)acting as the record General Contractor for the proposed telecouununications tower work at 670 Oak Street in Barnstable, MA. • Accompanying this letter is the following document:Certificate/Perijication of Insurance,AON Risk Services;for Bechtel's use for work on Cingular Wireless Services projects. The Building Permit Submittal Package will also contain drawings,a structural report and other documentation necessary for the issuance of a building permit. If you have any questions,please feel free to contact either myself or Harold Hewett, Site Acquisition tMlanager for Bechtel Conin:tinications at(813)546-0454 acting as agent for Cingular Wireless/AT&T Mobility. S cerel , Jim Giovas,Constriction.Manager Northeast Region (240) 731-5320 Bechtel Communications Pile:Cingular UAM Site N./108 llarnsuible } t B:ECNTEL COMMUNICATIONS, INC. 17-17 Route 208 North,]rdFloor Fairlawn,N) 07410 USA i I SM g ® al signal www.gsignal.com Meeting needs. Exceeding expectations. September 20, 2006 Town of Barnstable, MA Planning Department 367 Main Street Hyannis, MA 02601 RE: Global Signal Site#: 3001992 Barnstable (Oak St.) Site Address: 749 Oak Street, West Barnstable Parcel#: 215-015-002 Dear Sir.or Madam: Please accept this letter as confirmation that Global Signal Acquisitions II, LLC, a Global Signal company, ("Global") has entered into a lease agreement with New Cingular Wireless to allow the collocation of their antennas, cables, and supporting ground equipment at the above referenced site pursuant to the terms of that agreement. Global authorizes New Cingular Wireless and its agents and representatives to apply for any and all permits (collectively the "Approvals") for the purpose of installing erecting, or otherwise placing antennas support structures and related equipment at the site. This authorization shall expire upon New Cingular Wireless obtaining such Approvals. Sincerely, GLOBAL SIGNAL ACQUISITIONS II, LLC By: Global Signal Services, LLC Its: Manager By: Name: -Stacej&a&S Title: Real Estate Manager Corporate Office 301 North Cattlemen Road Sarasota,FL 34232 T 941.364.8886 F 941.364.8761 i s L Cot �,j �a ;/lze '(Damvnza�zuea a, BOARD OF BUILDING REGULATIONS i - o License: CONSTRUCTION SUPERVISOR Number: CS 072440 t " 08125/1958 Birthdate: Tr.no: 7017.0 0812512007 'Expires: ` • Restricted: 00 I(ENT 6 WEINHEIMER / ¢' t 50 RICHARDS AVE �mm„i inner ' PAXTON. MA 01612 Co IIl TURNING MILL CONSULTANTS, INC. DEVELOPERS ENGINEERS AND CONSTRUCTION MANAGERS June 6, 2007 Town of Barnstable Building Inspectors Office To Whom It May Concern: I, Robert Watson, as an authorized agent for the New Cingular Wireless, PCS, LLC authorize Bechtel Communications and its subcontractors to file for all permits necessary to make necessary modifications to the existing telecommunications facility on Oak Street in West Barnstable. Please don't hesitate to contact me with any questions at(508)243-7129. G Sincerel Robert Watson Turning Mill Consultants Inc. 68 TUPPER ROAD,UNIT#3,P.O.BOX 1159 TEL:(508)888-4383 FAX: (508)888-4246 Cingular X cingular 580 Main St Misif-ci tl-,e b.--.-r Bolton, MA 0 1740-1350 August 21, 2006 New Cingular Wireless PCS, LLC-: 580 Main Street. Bolton,MA.01740 To Whom It May:Condern: 1,Timothy Conway, as Authorized Agent for-the New Cingular Wireless, PCS, LLC authorize Turning Mill Consultants,Inc., and its.'.agents to file for all permits necessary to make necessarymodifications to existing telecommunications facility, Please.don't hesitate to contact me with any ques-tion. s:af-(978)952-7936. Sincerely, Timothy.Co ay Its' Drily Authorized 16035952582 Bechtel 03:55:05 p.m. 06-07.2007 1 12 ` Bechtel Communications,Inc. 20 Trafalger Square Suite 206 Nashua,NH 03063 Phone:(603)324-2020 Fax:(603)595-2582 � Qt� • 5� •r�ys� To: From: — IA414::l4-cs Fax: S'y�Z,• et O 3 C) ®ate: Cc - I • � Phone: Pages: 2— zt-�Llr V t S Caw=� Re: i�(�V-T-l'i � ��Su e A*)C r, CC: �o R,eS 5O3. 2�t� T«9 ❑tlrent XFor Review ❑Please Comment ❑Please Reply ❑Please Recycle ecommePnb: �1,a,4kd�'C' t,•tAS lnlPct-1us� l N rat j t,vl--�'wj 't�k"t t4 G JMk-LL (6)NTUL-TAWLT. 5 tom. r . . III TURNING MILL CONSULTANTS, INC. DEVELOPERS,ENGINEERS AND CONSTRUCTION MANAGERS TO: Paaktofa ;&Lri sltb6V S,,,Nivvs FROM: Bob Watson DATE: UL>-� &I-1 I o 1 RE: Permitting for Oak Street Attached please find the information we discussed a few weeks back relative to maintenance proposed for the Cingular cell site on Oak Street Building permit application& $181 fee Two Sets of plans Authorization letter from Cingular Insurance Certificate Copy of Construction Supervisors Licence Once review of plans is complete please contact at(508)243-7129 to nfirm that all is in order. Please mail a date stamped copy of the application and the permit and once issued in the enclosed envelope. Thanks for all your help. I 68 TUPPER ROAD,UNIT#3,P.O.BOX 1159 TEL: (508)888-4383 FAX: (508)888-4246 16035952-i82 Bechtei 03:55:3.1 p.m. 06-07-2007 2!2 CERTIFICATFJVERIFICATION OF INSURANCE This is to certify that such mswence as is afforded or,the Cor"catWPotcy(lea)marteed(x)applies to all operations of the insured and said Wide*have been issued to the insured by tre Company(les)or Underwriters dasgtated,and are In force on U data bomo by this Cartikate. Shand tine indicated Cortfic"Polcy(ies)be cancelled,assigned or materially changed dudnp ohs i diceted policy pedod in such manner as to affect the Certilicate/Policy(les)the Undersigned Mll endeavor to 9W thirty(3C)days vrrfben notice to ire holder of this Ce{flcaie/'JMflcabcvn. Urdow notice is given thirty(30)days prior to expiration,Women Componsadoo Poilcy(los)will be aisano6wily ronexed annually In tna Cumpany(las)IN(mled and INS Certificate Is intended to serve as verification that alai coverage shall as in effad,urtew notice Is ghvsn as trrdleated In Cha preceding paragraph. INSURED: BECHTEL CORPORATION —�— EXPIRATION LIMITS EACH LIMITS EACH COVERAGE POLICY NO. DATE PERSON OCCURRENCE NATIONAL UNION FIRE INSURANCE CO. 7, OF PIT7—S_BURCvH,PA (Xj RMGL 04/01/08 $2,100,101 Sti2,000,000 Commercial General and Automobile Bodily I ° Injury Liability including$50,000 Automobile 7043187 Annual Aggregate Annual at ed Property Damage ProducI Operations Liability [XI INSURANCE COMPANY OF THE STATE I WC 1593068 04/01)08 Statutory Limits State:CALIFORNIA, OF PENN, FLORIDA,OREGON Workers Compensation and Occupational WC 1593071 AND ALL STATES Disease including$§0 UQ Employer's WC 1693067 Liability ALLIANZ RISK TRANSFER RICH INSURANCE COMPANY [j Contractors EquipMent Floater Deductible$500 UNDERWRITERS AT LLOYDS LONDON S [Xj LUS 1309 04/01/08 $2,000,000 Third Party Property Damage in excess or $50,000 Automobile Property Damage and $i 5 all other claims. This certificate is issued as evidence of Insurance in connection with Bechtel's use and presence on Certificate Holder's premises for the purpose of installation and implemeniation related services being performed for Chigular Wireless Services. This coolfcate or verification of tnsurenos Is furnished as a mattsr of Information only and is not an insurance policy and does not amend,errand or aher the coverage afforded by the poilcias Meted herein. Noiwp3tancbry any ragramant,terns or eonditim of any contract or otw document with reaped to which this ctum.cats or varibgtion ct insurance may be Issued or may pertain,tha!nsurence effordod by the po des das.Abad hrxain Is sublad to all the terms,exclusions and conditions of each poticles. Dated: MAY 11,2007 Certified at SAN FRANCISCO,CALIFORNIA CERTIFICATEMERIFICATION ISSUED TO: By TO WHOM IT MAY CONCERN (5J 24782)(EOC 04101108)(AM) AON RISK SERVICES,INC.OF NORTHERN CALIFORNIA cingularsample.doc I' �49 Oak- E. P I N N A C L E Towers Inc January 6, 2004 Tom Perry, Commissioner Building Division Town of Barnstable Regulatory Services 200 Main Street Hyannis, MA 02601 And The Zoning Board of Appeals The Planning Division 200 Main Street Hyannis,MA 02601 Re: Pinnacle Towers Inc. —Final closeout documentation. Dear Mr. Perry: Please find the attached closeout documentation including the Certification of Planting, Antenna Audit and As B� ilt Drawings. Upon receipt of these documents we would like to schedule the final site inspection to obtain the Certificate of Occupancy. Please feel free to contact me with any questions you may have. Res c s ubmitt d,d, Chris Haynes Pinnacle'Powers Inc. Construction Manager (o) 941-30.8-5275 (f) 941-308-4175 301 North Cattlemen Road Sarasota, Florida 34232 888.748.3482 941.364.8886 -fax 941.364.8761 pinnacletowers.com " The B RBA14K Group 43 Development Advocacy Site Planning-Design December 15, 2003 .J . J Tom Perry, Commissioner Building Division n- �v, � Town of Barnstable Regulatory Services �_R 200 Main Street Hyannis, MA 02601 And The Zoning Board of Appeals The Planning Division 200 Main Street Hyannis,.MA 02601 Re: Pinnacle Towers—Certification of Planting Letter of Certification of Planting at 749 Oak Street ZBA File Numbers: ZBA 1998-91 and ZBA 1998-92 Dear M. Perry: In accordance with the protocol for Certification of the above referenced Landscape Planting at or near the Pinnacle Tower at 749 Oak Street in Barnstable, I CERTIFY that the work has been completed in accordance with the Landscape Plan I prepared and signed in November 2000. I have made 2 visits to the property over the last 10 days and all the work has been completed! Re ectfully submil'Or illiam L. u=2nk RLA The B Group 10 Ridgewood Drive East Sandwich,MA 02537 Tel.•508 833 2766 fax.508 833 9095 Email-wbilrbank@cape.com The SURBANIC Giovp Development Advocacy Site Pianning�Design December 15, 2003 'v Tom Perry,Commissioner : Building Division Town of Barnstable Regulatory Services 200 Main Street Hyannis,MA 02601 - And The Zoning Board of Appeals The Planning Division j 200 Main Street E Hyannis, MA 02601 Re: Pinnacle Towers—Certification of Planting Letter of Certification of Planting at 749 Oak Street ZBA File Numbers: ZBA 1998-91 and ZBA 1998-92 Dear M. Perry: In accordance with the protocol for Certification of the above referenced Landscape Planting at or near the Pinnacle Tower at 749 Oak Street in Barnstable, I CERTIFY that the work has been completed in accordance with the Landscape Plan I prepared and signed in November 2000: 1 have made 2 visits to the property over the last 10 days and all the work has been completed! Re ectfully sub ' ed, William L. urbank,RLA The Burbank Group 10 Wye wood Drive East Sandwich,MA 02537 Tel..508 833 P766 Fax.508 833 9095 Email:wburbank®cape.com 3 The BURBANK Croup Development Advocacy Site Planning,Design December 15,2003 0 --� cD ; • m Tom Perry,Commissioner =- Building Division _ y' Town of Barnstable Regulatory Services ^' 200 Main Street c-n M Hyannis, MA 02601 And ° The Zoning Board of Appeals The Planning Division 200 Main Street Q Hyannis, MA 02601 Z� Re: Pinnacle Towers—Certification of Planting Letter of Certification of Planting at 749 Oak.Street O ZBA File Numbers: ZBA 1998-91 and ZBA 1998-92 Dear M. Perry: In accordance with the protocol for Certification of the above referenced Landscape Planting at or near the Pinnacle Tower at 749 Oak Street in Barnstable, I CERTIFY that the work has been completed in accordance with the Landscape Plan I prepared and signed in November 2000. I have made 2 visits to the property over the last 10 days and all the work has been completed! Res ectfully sub ed, Wi William L. urbank,RLA The Burbank Group 10 Ridgewood Drive East Sandwich,MA 02537 Tel.•508 833 2766 fax 508 833 9095 Email- wburbank®cape.com f �oFt '° ti Town of Barnstable • Regulatory Services • snarrsTesu. : i 9Q� 1 �0g Thomas F.Geiler,Director AlEp �s Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 12, 2002 Attorney Neal J. McNamara Holland &Knight 1 Financial Plaza Providence,RI 02903 'Re: SPR 033-02, 749 Oak St, W Barnstable(R215-001 & 002) Proposal: Construct a single-story addition to existing transmitter building&pad Dear Attorney McNamara; Please be advised that this application was approved at the Site Plan Review meeting on June 6, 2002. John Hunter of our Engineering Department-has performed a site visit today to ensure that the drainage is adequate. John advises me that Engineering is satisfied. As you are aware, the Site Plan Review panel referred this application to the Zoning Board of Appeals. Please contact me directly in the event that you should require additional information. Sincerely, Robin C. Giangregorio Site Plan Review Coordinator 4 16 Am PABLE1 A fI2 4 90. 5 799 63 7 p, TOWN OF BA41N18TASLE �• 3 OFAC 9 OF.TO ATTORNEY t� w MAIN v INMT MYAMUS MMUC HU s AM a9D7 AWN " l Rm VOL Asdspm Yo 4ociey F ?F2 o i� ��G�im��af CAN Oatoher4, 689 f _ . Craig Twash,Deputy CW �rnstab3o:Polics.DeFartmant P4':a cam\ taQ Phlnri�ys Lane �Box V . �j �- d Hyannis,MA 02061 Re: Flynn TWor Matter m4ino Tmn of Bamstable , DUr Re Rofs: .#97-00 .I.(aock>at N4.M144); � #27.00 .(Dodwt No.239029) Dear Craig: " m per our conve= f d the Stlpulationl ro.q Judgment,whicfi in pamgrbp 7�` r tartown agarS, includ'ovg the Pollc6 MOArtm ,- ' Plesso feet tts to WitE�kindest regarda. ' Sinter , RMIP R J,I Vail,Aa stu t Town Enos. of pamitablo .i � • ; �. ���� ����o ail T , zoo a ZSTS • z :t zooz.to say T00'd 0089# ?P:PT too9.£T'dzq R tAX H. s08 'l94 63 9. Y. C4N L0 L 4B .USSA.CRVMTS BARN'STABLE,ss: t7RT . 0 °g- 8 lisW,=F.tL5r'Ii,'$,T,GALL Nx41 0ALB.RO 'S. ) 7AI�ISSOrl�,RICX�'Al�a�� SLUABM--? .SS0?�T,vmY, A 1 t)AVJD RX,r%I{EVLLT UE.as.l�tey arp ) Uambess or*A JO'tV'.r'4f BARN zolo r } WAID OF APPEAlS.tha W.WN0. 9$ARN'ST ) ' Ud the CAPS COD C0bW$SI0N, MULA al; oR_ } PAU.P,PLYW end SANDU x , The parties io ttte abo by lmd tbtough"r re sp, 'vu . cuuwpD and paw=to told lam$atQ � Clued OIBA� Ut►dctstant >wu;b is Wotpot�ate ft hereby enter as&20'rS,w'st Pre w' tom and all pud 5& va tiers of wed, S [al �c�iL Yho ]FmdiW N . l'thtoush 11.aad Conde o ,. asl i i mmsh 26,ad Ws Judga=Shall *A ppcial peftz It ft d a C TOW-It j On the prapesty located at 749 0$X oast,Wed D DMA,as tha b 23CL"1�84 • � t SpCL�tti�FtirK'�i • �-Speacal P� s 1}aka 8rapc yb located 749 Oak S:r;e kt,Wcst9errnstebl%1 , AWssoei*&p 2TS'as PLT4s 15� `15• aad ; e attrig cif a,316bs d )'' Sri l±?.aaiag,whoa a situ fly`ll ilvirelLng is tt PdAWW p ' �)Tk�propcclYw�s lad . p fit der. err rnpltk'(81tyEYAWis sp . Ap"g Nn,1969-U.ta Comm k 220400t 'towsr in W891 B� C as au. aessoty ose to ratio ststionNQ .G in I jrBanis. Parggnphp(Ey 1L w6d Zpni g of A.Pgeels tp,=0 a 5yepat Aecmiz . :'.ta)bY tis;�`ai.. c&ft same lotw;th t1►e:b U'. to It u BOe=ry". The sift aftm propol 0 tov=was. i i Dora ms TiI 200Li0 1331 200'a 0089# 2��6T b00Z,£i'd�s LAIC-1 -01 1110 10:17 Atd WI5MU ID A m1 . FAa x0. 508 ?90 431 P: 4 im:►reaidestCa"C"zoning district a d=ciwA i mt:lpNolly d Miing,pe6r 3s'W 1 rind home oceuyitigs strkdip retuir, of,mim tq mt atom d>ae six 1048aYa.w ie onl tirinCl�9ljktt►tittat uses. 2) On ar about June 25:19"0,me.Moen led Alt appilcal ion Jena 6• Mn pGrnut,eelora�o�rg J�i?neaL 1964-5 .rt1d w 1974, ant to thz original bui t �,i• aaplicat'ion ant!'perntit,ilia tower u m caruituc on lltx loc�s.a a lte3gtu df Z t j. ' � 4) Z'ha Town o.f IIacnstatbt ttttotsgh 9a:1� iidittg Catnniisssotie�•("T n j. �gegccl that the'Y'ower h�S bcert, �r it9 iAitiai Q-toat height scut use,iner as 4'n height and use with 'ut pmperpeCj tts from the vat. S) 'Tluc owner has applied t All t t0 cxpalld a p�e•txtsti g ljo11G.01lfflt'ttling L"Umer Sect1041 olm AmIct it I Yl int i o - w er in the To n use to an0lttu llild4T SeettOlt 4.4, A resideat a Qr p sty a n �f 13arr4tabto with r:r9puty toc40 a N'Rp.zom i$•eurramly peot►ibi"Iron alb«i„ a 111ncita permil roe..v accessory a alt a lot h is not adjo%Wmg of aemvss tit I $ peat ' G [coat the>'1 i►tctval peemittcd rise. the trar�s� osi tower is a nanaa,tfornu !: 55 r y use W a single-UW tows,and%Ilm toWcr to a m o;220 fact is a paexis in . s . � statteetet'ot'nting atrttcttsra t 6) The"Isting tower is utacntly at w tight oI388 laet and with t t: i;! y 3i ra ttattsntission aatea:na 0%4,totalhe`&ht of the tov tr is 411 felt. The aoat's o rp n als praviausly Countt that the incrup or th¢heists of the tower arut uxe of lt-to a L OU%a i sa •a 2ti5i# E tj ZOOZ,TO'HSa £00'd 00890 7.a:Wr snn7.cr•71Je I •; • .9 t-.13i-01 _,G,,0 �d 8 ASTABLE PD OUR• FAI H 'U� .� ,K 48 790 6917 P, 5 •• i i - 1 I I single user Lo a li1t1lti.asee town had eeurred wi6 ut Ure propte pantlts hm I lir-OCsect. ' 1 lowever,the tower to the hil&of 3 10 feed Iws l ill existcace for more tits 111 it Will., �l1tl tltcrcCora,undsi'G.�.�aoa,§7 uNass.tlu l3 ldiltg Coiinilissiontc found IN to Ue.stcuetueatly unsound,like Tows could colfor (tie removal of Uie tower b6sht, 1�awever.Q.L.a.BOA,§7 d a c►ot Iarotex tho towerr 11e unauthortw expamian or.c sass a tue. t 7') Tite existing tower Liss a umber of Use which provide Volaabla cc to � i• , � f Uie cQ�nmunily. f 5) The 4-Ter hu pr idatt,tlw yard wi a certified Platt or file pr9cut pc4pared by Iftwrenm,M Wilcox, c rtlatcdNovanhe 15, l 96 which shows Ott 2)1,665 squats to plied of the�istiri t w e se rc Iac�snslit •per.This GG=UWtCs Utz o'er wdl rle tee lartsWolt of Uto p apv p �j . Y subject ttt this p*rmit.(Attaehcd h eta and imoe rUW by rcfcrenae huoin s ' 1 i§it t) C 9) the Towh r6gl l es re g Minn.6Ug?; on and comrol at thr:To aid u by.(tit existing tanaslts of die Tow, or their iapl otaxel us(liet'eilt uurs),if 3 d boy era i to mytti3in and coplimm to be 4sad . t 0) I'lia existing tov=awwhus;i talo.t 4 f 31 osam The Tower alid Ilia U is kid lltair:rsspr dive autaunae and rit hmrnta ate to bt xepiattd by the ternis a .0 'sal al i pomit•(AL(mclsed harate and I=pomied by rtj croeaCa herein as Exhibit 2). l 90 •a ZET9: :.t rZo .to'sa3 b00'd 0089# £fisbZ B00Z,el-aRs Ql_ 0 17 AM STAXI FAX .10. 5WO 631 P, 6 10 ace and us orihe rower ii ) uStr U'a►isl�sissiall site and Wility i) ll) not sub adally nta►�t detriauntel l tl •� rt Z y 1LbOCllt10�tl1A� l 1 Stlrt�ottttding nel�harhaod.ii)will ,so mo dedr� snlal to tli stetg }� � wilt not raw I1n substantial dcuint i to Oia Bublu&c4d or the ffc 1 aufy iEthS conditions of this special xMit are str' y f03tawea S'pis larding r d NptOn It%doLum ration tliat the rrpl ernent tower Milt be ad more Qeu�im�ct�ati t11�11t nc 4XiS511a tvwer.is to the.noighbarlioe because titer will be no&toalP Aalse of vi.Iua itnppct llsan ilia existing lower tha�lacamt..Iowvwl)l bm-wilt is offeml n ,n daI p StaiKlards mud will crmic no difrstcl t impasto or j1ditimu duzn Lisa pi-cGul.to c . CCnudltlons�— 59���aI laa i3MW tepon 113C Gtulings,a Sapeelnl a 4.4.d{2)- 4;4.5(1)at, Sg . or ibe Zoning OrdniMu4 to allow t Towor aS tt prr�x�sl�ag noncoarbr►nu�g Us � t�ntd and Us l - hreexistiitg nartcostfonmog atcuuutle.to ba rrpin ed a,td ma�a s a a null_ . user Lmnsinisslau sits and facility the Owtttc 1st titair.Sw.ccseors itt utter Z, p 1� d sybjcct to aoMpli400e whit thA roil wing rant4ili t%$: I 1) 7! Uatgltt o�llte oxisW .6 or f*001 PAt'fowe)Shatt not e.=Ced s t ct iabove Pmvud level. 1) T11C lsei'ght of any ant da or other +re3anL on ptt:►owEr shall to c csc I431 Cent above graund Level. . 1 I F I L00•a 2£T5� £�'-�� ZOOZ�IO esa 500'd 00890 £fi�DT 600Z�£I'dSS . . .� mi :3-Ql !4 1$ Al B INSTABLE P5 ADldIH FAx HO,. 5D 79l1 83 7: P, 3)'Tltc tufl'cwt n;uuber aCU s is a 1. 1`i0 ttC�a�the number o f ctv •�� 3 t,no stow tttltelma's or other-aUzdmuls sha11 tie vi=d ca thc;Tower(other tit n rcptacxtuent of t:urrent Ust;rs, :tc n�a a,�d au�cl ems being relocated on 4 1 o er ssrW it tms been replaced)a=gpt Fubject.to the "at pets%pt ocedum of le TC wrt. d) The Tower as ceplaud tad the tlsers I lie!r tlntenms and aftacimmi is re eee ed . from the existing tower altall hoc .rba dce pm-e.il(iug and nott-conE mlill Us trs -aidlor StrvelUres. 5) In addition to Qv-.plan aitydl+tovcr* r 19.1996;withia fatty-fsy dllyl fie is the date.at pla sitt,nine of 11113.Ag( nlent,Mr.O r sltiatt pcbvida flit Beat wjiis 9 P1 11 certiftt:d by a proressional engin MSA i which shows, a) h p� totation of theeurrent Tower-pek r 11e=ight.of Ilia T r pwi or m the wlddt of" o_ wt►.pror i r4accmant;(d) he taaat n ;�t�pineament,(a dimuuions oP any bulldin8s fora at;the Pro ir.and(e)t�proposed i IC14 it, hoklit"d-via Lb Qf the'Tawer as imptat d. b� Within thirty days or 1hr.m=u ioa C f this Memorandum GRIL r 4 Cal ai,) ,Ole QwtTer SI1«il pro++tdt thzTowns .ld)a phatot a ri qP tits Current'rowecr silo ovit is Elie . tocoggn of ail enter m mold othar altaahftWA4, oly'panied by a statemen u wC f 00 It py Ilia Owner that tro new 101WA l414 sir oilnciUmnt hwm been added sim Juri t 3 ,i 1791, Withjta ttllrty days.rr*M the datj that the rep ment tower beoorm apes tt n� till t � " O WAU.8111111.provide Ilse Town itlr drawl494 ad ph%ogral)1W or tilt:: 911 cc 1% 1l 7 owtit, .l l i € , OK'd ZI TS# t? �t aaoz,zo H83 900•d 00e9# �>3W.1 � -o rs : e,,, 1 1� 1 NSY1tBf.B PB JEDMI� Fk 10. 4. r 410441119 ft.PraGle o[Ilia TOwef sho ming q'A 10excl on oral I ante ulu md.01he 4 atlatlq 1QW (n Additiolt,the Own shall provide tm nanl,e,address,tlevalio a)d r ype . . s , of antetnas at attaehm'CAS for each J204 aoeora :tied by.a Btat mea u►ider o Ili bN tl, •. Ovt't-ar lhat.thory hasboces at;chan is the uant of Uae�,all M1ua3 a, , c� w1160.34111e wCre 4attsr=cd to the mptacemut wer. B January 15'"of sa �. ,tl r Owrur shalt provide tlse7owti with a sto�eniratt y del oath iclendfyittg the atat e.ad rca . etavn[lau gtul tYqc Qf wannas or adachmaits for .User. Ths replaasment7owrr halt cloy cxrc in any disceraible respect dt th otsd 0Uj$f dii11C419101%1 Of tlta UlSur< Tower. ' 3) Tile O.wase Shall d:lizemco fired of the 0-.uaer y ed 1 lour to have llte Towel avoid ihtC by graa rrsidertts a to i aiu ' talavisi�ri(iraadcasta s11t1 ttlegitvn py ' ` � - 9) "Ci�n apawal permit hest r,�tar►ti*.d sha t be litvita8 Jbe a period of +lr y. aoj . ' Yo=but shall be cerlcAd fbr.ano.to (30 tliu�y raar.terN1 aMr a public Ise tie$1.Id y ' the Yawn;ante duc mUm in awo rdanmwitlz al ay p.111C 16 Jaw,peQvid°d tl t lie Tai gcr is the+t iu e0111)"11tt,ily with Slate a d reduti.9sf Y ad regulatory laWS u,at pt ty o 00nuzo►lteation towers cnd.provi led.fuw thrr the. wmot of thz Towet=A16's .t (1i;'rc Wo. under oatls Ust the;ower is Of north khefIL to the Owner and that Ulu a s Wzery o+t llieTawGr. 71�e Ownet sl►all also subtuil to lGe nrd C)s plan cartiCieO by an en in r etsat 1114'1'owaC doss riot:.xaeed 3 13 NO abora VOUA4 fev.•.l and Uwt no out mu n l{t i . • r • L00'd 0089# £6:6T 600Z.,£T'M ti :' �13C- • !. fiBU M.1 B Am N$TA]ILS ID ADMIN 1!AX RD. 6311 I t - t ' ' Tower t x=6 4314bove gra�nri 1 eland(ii)a a .lemant et:rtll►md by An a:tg as r 11114 die tower Is in campl'iance withal] a.pplicable sng hearing.atandards rersimil. tekcat�munit:atio�i towers or a sta iuent hating al itaths about the Towcr'tba . n lit litutat with it 111. c0is!p lQi1 appllcoble.di uuxrtrg slap arils,V iar sunitar telreotmnn. QWus. it the Towar 1s Pat-in comS tiaact,wlth al then applicable ei)giaecrin s Aid ' dla spraial pamit shall not be ren ed uiO.lt Is ought in14 courptianed wi h t cif t • . I apl�licalyie.rxtl�ineer'cng slaiulacds, 10) T1�existing Tower a Jl cease dptic�i►t�and!x it�i�mredlaleiy.d9a iu li d as soon a thr. Witt, Idl Uacra U1tr tit ill no , i Shall the existing,lower rcmatn on a thilty:daya after th i� rrptaremr.��t tower•is const,ruetut,. , t 11) This apizW gamilt sh I bo deemed Sp pal parhit Cor till cu t. 3" a � ! 0;aylaaentent User$subject io tl a coadilions speCMW herein. ! 12) The Cwnar$ball give to the Town,t ugh iL3 Dutilding Commi 3igr as + Znntng Soaid of Aop.zWr,the auti te,address juU description of(be equipnif It r V"1 � existing and rep]pcamaiit.Usat. 13) Tue.Owit,er or tits T t;r shall aubt ecvic�me to 014 Board of 17 ts.a d toe :n! • t3ultding Cottunissianrrx uttt�gtt that 111�Yo'''�f 1s ill t:ottlpliance With t .lld act state stalutes,ragsllalfall•7 acid g flea Car rail 4 RKue;rmy rediatl0n. - I £ ii t 20036 TO 92j 800'd 0080 WIT b00ZI£TIM i•. ,I • •_+••1 n�c- -qi �� t,a:19A�S 13SYA91.� F t.D�dll� �,u �D. 5 7 6 ? 14) To the Ultat lumina by OpplimVic jadcml taws,ruics and rcg u(i u. S.it 11.0% er liytitting 6*11 be,whili:durit daylight W%rs and cw dado pigE►ttirtze is:r a� tltc1'awet sliali not be painted an ge and Ault ! l S) Thip Tower shall be di aattod and d isppscd of at the sate upto rim r Tower's.owner U it is not 1n use ro six(6)conse ivc m md%4xct pl ter ti n.AN as I resgl�of'tlaniaga,provided such d mass.is Mein repeimd, Fudher the To 's ov ncs Shall..provitle thb Boud With a co of any hors m 41e t to is lniissifl t o 1 t a' �s. The w 1 fi!'n Con A of ho Tow4r yaw to eu to cea opet tuu 3'o er,n e t FS vratieti a sauce,shalt ba mmoved v%*in 90.du from the data of ecuing o lei at!mc The Owm+r,or ally suecmor Ow u ower shall tuloually post a boll ill t11e 50afd its an$mount daaffilwA � i a Commiesi mr to dl ntt in Ora loll after a entice to he7Vwtr?II and d,sposz of the Tower intha a etlt oiceas g op c.ummut1l!c1dotl.00111misstou ar i a the avadL t. I Town is not in use for 3i3i(G conmecutive tttonuu.exeepL for. a-use os a to lt.of danta2e provided.VcV d i being rapaired• 16) tralitlsctspin�shah in5tsltsd mad nstiuitL-uR by thg Owper sc n at it .` . t: rtticilluas et the a Ctlt mini uhA use view of the build qs,equlptuaa slid trial d ¢ Tower based upon laudleape pU ns pmpatad bY a iirenscd l skcapa o+r.Ttt ts� htcl tslans shall be apptovad in adv ce by ilia Tov U'S DuildiAg COmntiiseiopc s CG:5lrpersots of Site Plan McWIt . t 600•d 0089# DU:bT 600Z,£TI M � • ' OE�r- 3-01 M 10,19 A1� � , B IiSTA86E PD.ADMF1[ FAQ. 4. 50 7SA b3 ? Y.1 • Thn TOWA of a le,-uu�udin but rmt.11miud to its to tc ep rLTdeitt, azay ruairsuhlt me;utas on the Tc wca,wiehout wrcntol fet provided XOMUts the Qww's staadtttd leasa for k vatiOA ODD the Tower niul c$t Im "n%plished without Intafetea cwith avy ` tins Users gad only£o lqus aiW I Tower exists on the 3ocadgrk. Lost shidlprovideftittTownispt¢ ,i ous fusing or sableaemS to tbkty ins, Ilia C4 %iPerceiio$,instill t tg jmy such&9rimas.and xelatrd el ba at the sale Cost.risk 411 a xpe of the bt Town. • !l#� 7hcTc�vers li tauud accordartcewithsif.ap li . Ie dbrgiadd o • state law and ratmicipal zosArtg etu 10) All"et'atl+t OdJd tic Towcr must c e eorrea�t safety standurds and sz ulatioha a eFCommurtimf C r lLuion an avy 4itLtr.a$ency of the Stan r Fedezal GC �}unestc v+ith a�tho=uy t lath Ime. aas tf such scrandaras a;segulatso �hattge, c thr,ow' nur of%hc apseAl regv to bring tizcuc aatexuaas iztto Co piigsLCe wi s rev:sad 9�aadaids 3 r g Moos • »• r w�tliln six(6)ra0aths of dts s •active.d� g such ysanciatds anti re . im lien a i # MOM uiocant cCLtipl was sc de L%�aa�dated by the cetfnolune o � u rill hotly Fgiturm.to brim,SULe=WO omyliaafla } 1 be grattsids for.rcmo nl of liltIA140,64 a the expensc oft o•Uaar. �97-USUtlmcr�6) 17 9 ZTaF4aZCTqA# £��T� Z009,T0 its OTO.•d 0089# bU:bT 600Z,£T'dH9 10:20 FAX X0. 5 90 6617 F. 1� t 2U) At JOUL xwcxy ihifiy Six{3 msnum the rowu ahau to Itvccted by a rCgiStcma PlarreS101101 et -maor spccl racon.$trutGau.ZLthe 0 W11 rr.- : lC ctpciu.e. At u I-Abll-MUM,wr,the WP&CL11 n Shall'ba ton luoWd ixt acc4rdanee wiUi t SuLe Duildlug Code. A copy of 9uah i tlon stalk be provid6d to 1ha 8uuding Commiasioner..If,upon imspet titan, . TowcrTails to 401npiy with such COae I it ot1wrvuisc stt'licturally,.CDMLILULeS 3 dl ngar to•pcgo s or property;tptn upon no cin provided La the Owiw of dtcTower/ te+Cwact'ah Il aritlg tbt Towei int9 foal !i i 1 . 1 with.such slid ids at Otllerwisc cad a the Tower 01 to Structurally aorsLitL►te c +,�ct to pt:r$o:i or pral>crty. FAiIUr4 to a*ulply may ftaA in an paler to molavC thcal vv L't � � flip pwuer`s exYiatisa. 17 'rho pwnar$hall submi -Td"r bgitLg rcP1a d oil. 0 suueauas bring rtlooatcd gwcoa,a aft eeilirtad y awcli& mt.sl}owing the he'gl L or • � � e h n li tt,e'i'owor and the he'llg�t of say ant na en Oia T wcr tliat c xeteds th 1WH t Towcr. l r the plan sliowa toot tic h ig$t of tba re lacamut Tower cxeeeds 3 It % above grouxul level,tma aim htsiltll o[:11>e Tower. hall be fortli�vith sedated n � o,� thset 388 tact above gro.gc�4 level. u>C.pign$Ilv x,3 ths,halght of ear antaut mi i d c 6 7 pw4r axgvedliug,431 feeL abflve g ound 1eve1.91. N!haOk OE Py Oud 3111911 a iial to I c I'urll�+�ritii reclue�d.to no more«xl 431 feet abo-•grous+d level.Upon Cie rat'ac iv of aid, I height of the Tuvm to no mutt thm 388 [eat ab yC 940116 and llie roductio o tl e lieigtit any suds zo,IL to uo 1%0 dr<o a thm 431 rca t above grcund:level,the to Wn r liaq TTFtr zooz.Ta• as TTO'd 0089# 4b:6T DOO.Z,£T'd29 10:20 �4M 6 STAM PD t. D�IH FAY 00. 50 0 53. . forthwitll submit a p11►s to the Dowd,=-OW-hy.oil cneinwr;shaving and llzo tel all of IbX TO er and tAG.height or all ai11Cl 5v eoalgiy ratl�u7C tp bring the Tow au i�s I antaa:nas in compliame will?the.btil t lii�utat141t nwned itesein.shall be or lavocneion aCtlta Special permit and eanct. I . 12) TGm.Owner of thr,.Towm upon the To. cc b0iitg;eplaeed aact all L se s erloett[vd thereon,sl ell notify all" ivies in Wtr "to the'I'awar,as Mt kQW d liR in lv umchusaus Gtjuml,La-s Ctv ter at>F►SacAl ort 11.by certlAed ma►L rct rc �tp t tacltte�tcd,lsnstage prcy$id,a6ettt th ptouislora a Federal taw tl:a[prov►de f r t F i pr�t®Gion oCiodivitlttals jC041 irticr uaa<xwill�r io.and tclevmion broadcas S i nO t I. tnlephont:tramnissious by Comm C u o��or►d atttancsa�lheteon,tlu totiuleei++ants in+r use4 as thv OWAd nay surh i►}tEAncn a the procedures provided to gersonb w o bcl4vt the tali r telev;s;dn bcoadcup r telephone trans+titsslons a(o being'Uterfra-ed WiU.i by eke Tower or w+y else"Ile n . 23) Tha$periv[['ermit.en d the obligatie of ule Town and the Ow ictbe rcullcr ata esind'etiot�rct apo�s tl�d receipt o from ltts.C� Cod.Conut+►saion ofeitl� sfocutnantatiost that th.sTawit.WO Owocr aro:4w preverudby 0k C.spc CDC 0111 tti fiats Act or Elm dcgJ401%in Cominirsto Case2Ja.D .91023.Croo�asstsi►+g st►td 1►� otet lie terms and aondiGous ortnu Sp at Patmitfind Varivnex at action from tit JW Oo I I Commission which ad+icves rite tilt aCpr.+►n tti++$the.Owner to exeltl3e %!S9 dCi I PCr+11it,without:ncluistt+g a 4r ovelvplticnt f'•tegionai 1rnpaG►rovizw. i 4T0 d 2£TS# b .T Z003 TO Ewa t ZTO'd 00890 GD:DT DOOZ.£T'd29 1 ;20 A D . RSTABLB PD alH FAX 10. SaL 790 6311 P, 1} Zd? Prior to Lire Owner car ing rosy ribh undcr this special gcrm'rt, he Do lier l and 4.14 Town arBarnstabic(awJ any ofita boards, . ttiat4 or Conimtaslon)sill li is 14 wltls prejudice all likatio.q that cacti has fil t the other eggardin the I cu it At sltall.witlttlrow WWI prejudice all Pea Wing Diviicati a boors t}tC zoning Boat o Appaahs. 7.S} it is inietldetz tltzti qs�s . sinnand th eondilions co>>tained ltcr'ei .a c is audition to mod indegOdaht of any feQuImmem t#axeteise the fightsc gcoted M e .nd ' by outer regulatory ascaral 5,tuelud IS w1thCVt l' iDA10d,the BCC,ZIVI that l%c reSUiCtionS CQU5414d hZrCJ4 311911 is Vb i idspandenL.lagal si finiAcance vid P901 ct 24) T1w terin"Owner"gs r ' n s c currelivowri as,Iti�)u1 I . 1 F1y4ft,.010*06 Plynn,Air Comma t l'eSlfCctivo SUCCes30 I I lit ;lUigus including without tinsibala i.14MUC16 o CS,ic1c.vt any successors lit ili t0 � tlse 7awer. r . j j t a t STO d ZETSO it =TT 140t.T0' �8 £TO'd 00990 9D DT W7,;CT'dAC 0 . _IQ. t AV TA8IE PD ADMIX TAX f�4 1S0 531 P: 15 The faumiao fWAW ,Noe, !ftmgb 3,end Goadhion%Nos.1 3, t ilds#us.JuQgm�t sue!oan�iiiue�a v Sc'oas S as 3-1,4(S)oftll6 Ta. a S bitr II, Ordioasro wdh.regua to test " hff&sp ' ,ad yid aotx&j to mUW 0 a 42 vn aP l c .. guy wires fax the TCBNEAt 7 CW4t' The To. "TbWte"Sb81i rder to the P o=a=rac.Awnz t*9W,d t t6 Trap as the wean q ay be rglaced as epedfiW ems.-••-Vadaace t)All t 8ndlag,�anc din geragFaphs xt mqh eleven aft'he sp - 'steel umble $aro tdA4 3m above,rQ thc.e�nt app. to the et�aa.tAta. ee 2)In wppral 1;o.l 9W-09,the Ovv 0C a pp (oz a mwUnce tom tko MIXyar saebiaka to aaw the Yastagalkn Glee rwn ggpr W►i� for tlsaYeptaaemwtiovsrar warn the of title "She Ftan Ear is SWUW k, � poplLre4 for Pau!V..rq"A 'isaulftlL l rai byL4wrrace.F.Wiko7., Y:sad Six,d+atod NovembeC iS.14 Wbh 1. attaobw her=abd in rPcrVAd by ! 3)Tho umsual tapograpby ehc piap asFooie r xs the o nos t i o4 ONO geae:alfy tiho amaindet cf ttie ticsi. wing� rut{tba prap.wt�+belag • r+Q which ht�be"sst pettfoste of'tbe gaaiag dis ' end.ow,ag U.Certim cfrtiu�ttraces of t � a the 5 . rite Us�staiacd sa�nc damage. ac CSAt..csaUY eafnreecaemt 4etl3C pi4vicieas oftbi �tdinazu",e wo it►vQlva sUbstaWml buds 9V peddom is that be wouW not be ab 4 to ' rtpl=the Tower,as reher the vmia=maybe gmntCd withoul iubstanWd tp totes public and wit ' g of submtufauy darn�;atbtg from theim egsnd gt;tpo c oftbe.zosurS ardic►ance' t Drovis abr the Town thrai ish the scan�yssion 4t e�xc Pablic Ufa : a oa alai its sontlnued e�ascaace rents zba inrcat a. .9uipbSe of cbe8 Or 's 9T0• ZETS1 YE 11 z0oz,10-i3i b.TO'a 0099# 5b:5i 5noz.c.i•a�s i • .IDb�G� 3-©t RBU„10�21 A� B 1tSTABIS Pt AAl1Ilt FAQ Y0. 5 79 �Sd Dll�y 1f tb9.GQDl13 O�4h13 VdsiaX� SaLL�y� ��. �Qp,�r--Valiance Bawd moca the fift6A s,9,V3=rL from the Yard Set6acici, 3-14(S). of tho Zoning of4M=to aow the' ' n of wires on the Towot wWg h i;,ti vba replM subjea to aoMltanca with thG vA cond'idnr►s: } i ! 1)Cotiditions.l through six in the spewd pmv it r are. inuargorzcd hateln yes tho condsaons f slis Yuiw as w alt- 2}Thc minim =yard sc for ft im a ' of�y wtroa l'ar tha ro tower .shalt be vaticd way as shawri pn a pl ctt+od"S klea fbr rsBuassaa� prepatsd fos 1Pau1 p. n md.Saadr l:lyaaa" Lawrence L.V�Acoy Rcgi LaAi Savo",date!November t9,!S9 abah.1,atOrhad bataao spa Inco"rw ed by rcfi ttate hr�cir�,? 3)The tcguiremetu ao�aisi a Permit s ve shad • erclrnd to Ws watiance a9.wall. f gla3 Emma .Glymot AL 1�t�ndants,PAUIP. et i I Town of 8ar=ble; 'By their 644MV1. By dleir ads mey, me Ytttdi s.Weil,FAq., 'Bata Toxin Atorray B3 Tav�m of 8asasta�t I�arVa tin$Oweas loi..edc�3 Street 367lWa$tr46t;NeW Towaliall• ay=ia,MA 0260-1 B4statt,MA QZ110 l50$}79D-628o (627 '�' 0 MONO, SIMS BBO.No.3S6660 Ito a zSts# � .:� zaoz.To HE3 __5T0'a 000 96:fiC rrnn7.�i•a�s soy - tiao-- 3C,� � -?�3"3 EXT LI UU��RFt�='19-D a0oa- 'roperty owner's name Telephd 'izc of Shed map/palm • gnature Date rAnnis Main Street Waterfront Historic District? d King's Highway Historic District Commission jurisdiction? mservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITEaN THE JURISDI COMAIISSIONS,THERE MAYBE A REVIEW PROCE PLEASE SEETHE APPROPRIATE COMpyUSSION FO t TEIS FORM MUST BE•ACCOMPANIED 6/17/03 Applicant—Paul Harvey 508-420-2697 Home/ans machine 508-362-7733 ext 4 Reg of Deeds w/overhead paging Mr. Harvey seeks to broker a deal with Pinnacle Towers to carve out a 1 acre lot from the Pinnacle tower site and relocate the existing vacant historic (1915)house on same site to newly created lot Site subject of Appeal 200-129, 1997-8 & 9. MANSTASM MAM 16,g. Fp Mpl 6 Town of Barnstable Zoning Board of Appeals Decision and Notice Paul P.Flynn&Sandra M.Flynn Appeal No.1996-158 Appeal of Administrative Officials Decision Appeal No.1997-008 Special Permit Requests Appeal No.1997-009 Use&Dimensional Variances Summary Upheld Building Commissioner Applicant: Paul P.Flynn&Sandra M.Flynn Property Address:749 Oak Street,West Barnstable MA Assessor's Map/Parcel Map 215 Parcels 15-1, 15-2 and 19 Zoning: RF Residential F Zoning District Background: Appeal Summaries: Appeal No.1996-158 Appeal of Administrative Officials Decision: The applicant is appealing the September 30, 1996 decision of the Building Commissioner rejecting his request to amend his original Building Permit No. 16186-issued June 28, 1996-limiting the use of the 431 foot tower to the first 220 feet only. This appeal was opened on December 18, 1996 and a 60 day extension was executed for the filing of the Boards decision. (att:Application 1996-158, September 30, 1996 Building Department Letter, Building Permit No. 16186) Filed,October 29, 1996 Public Hearing Opened Dec. 18,1997 Appeal No. 1997-008 Modification of Special Permit 1969-58&Special Permit for Nonconforming Structure and Use On November 26, 1996 the applicant applied for two Special Permits,as follows: A-A request to Amend(Modification)Special Permit No.1969-58 to permit the Tower to be expanded form the original authorized 220 feet to 431 feet in height. (att:Application 1997-008, Special Permit No. 1996-58) B-A request under Section 4-4.4(2)-Nonconforming Building or Structure Not Used as a Single Family Dwelling-for a special permit to be issued for the expansion of the tower from 220 feet to 431 feet and as applicable,Section 4-4.5-Non-conforming Use-to permit the use of the structures full height.(att: Section 4-4.4 and 4-4.5 Zoning Ordinance) Filed,November 26, 1996 Public Hearing, January 22, 1996 Appeal No. 1997-009 Use Variance&Dimensional Variance Also on November 26,the applicant applied for two variances: A-A Use Variance for the tower-a Variance to Section 3-1.4(1)Principal Permitted Uses in the RF Residential District. B-A Dimensional Variance to Section 3-1.4(5)Bulk Regulation RF Zoning District, to permit the height of 431 and to locate guy wires and"appurtenances"within the required minimum yard setbacks as per plan. (att: Application 1997-009, Plan"Site Plan in Barnstable Mass prepared for Paul P.Flynn and Sandra M.Flynn"dated November 19, 1996) i Zoning Board of Appeals-Decision and Notice Appeal No.97-07 Java Joe's On the Go Special Permit Pursuant to Section 4-4.5(1)and(2) Filed,November 26, 1996 Public Hearing, January 22, 1997 The Board should Note that the total number of request before the Board appears to be 5 and that decisions when rendered perhaps should reflect five decisions as follows: Appeal No.1996-158 Appeal of Administrative Officials Decision Appeal No.1997-008A Modification of Special Permit 1969-58 Appeal No.1997-008B Special Permit for Nonconforming Structure and Use Appeal No.1997-009A Use Variance Appeal No.1997-009B Dimensional Variance Recent Occurrences: On December 30, 1996 the Barnstable County Assembly of Delegates and the County Commissioners approved a new Development of Regional Impact(DRI)threshold for the construction of wireless communication towers. That new threshold provides that any wireless communication tower exceeding 35 feet is subject to Commission review as a DRI. (att:.January 6,1997 Cape Cod Commission Memorandum, Barnstable County Assembly Ordinance 96-11) On January 03, 1997 The Building Commissioner informed the applicant that: 1 -The DRI threshold for wireless towers applied to the applicants request for a building permit for a tower in excess of 220 feet. 2-That the Building Permit issued on June 28, 1996(Building Permit No. 16186)is rescinded,and 3 -The applications to the Zoning Board of Appeal would have to be suspended during the Cape Cod Commission review(att: January 03, 1997 The Building Commissioner letter) On January 06, 1997 the proposal for replacement of the existing tower was transmitted for the Town to the Cape Cod Commission in accordance with the regulation covering the DRI.(att: January 6 transmittal letter, DRI Referral Form) On January 07, 1997,the Cape Cod Commission formally accepted the referral of the Tower for this project as a Development of Regional Impact under its new thresholds. This date of acceptance is the date upon which all local permitting is to be suspended. (att:January 13, 1997,The Cape Cod Commission letter to Flynn) On January 13, 1997,Attorney Myer Singer responded to the Building Commissioner's letter of January 3rd, questioning his rescinding of the Building permit of June 28, 1996 and the Referral of the project to the Cape Cod Commission. Also on that day,a letter was received in the ZBA Office from Mr. Singer citing that it is the applicants opinion that the Boards suspension of the ZBA Hearing is inappropriate and that the applicant would be present to go forward with his appeals. (att: January 13, 1997,Att. Singer's letter to Building Commissioner, Att. Singer's letter to ZBA) Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on December 09, 1996. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 22, 1997, and continued to at which time the Board denied the request. Appeals refered to Cape Cod Commissioner as DRI Board Members hearing this appeal were Ron Jansson, Emmett Glynn, Gene Burman, Elizabeth Nelsson, and Chairman Gail Nightingale. 2 Zoning Board of Appeals-Decision and Notice Appeal No.97-07 Java Joe's On the Go Special Permit Pursuant to Section 4-4.5(1)and(2) The Chairman called the hearing of the appeal but neither the applicant nor a representative came forward. The Chairman noted that the fees have not been paid and cited that the secretary has attempted to contact the applicant both by phone and certified mail concerning the unpaid fees. None of the attempts to reach the applicant were successful. Decision: At the Hearing of January 22, 1997, a motion was duly made and seconded to deny the Applicants request. The Vote was as follows: AYE: Ron Jansson, Emmett Glynn, Gene Burman, Elizabeth Nelsson, and Chairman Gail Nightingale NAY: None Order: Appeal Number 1997-07 has been denied. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17,within twenty(20)days after the date of the filing of this decision in the office of the Town Clerk. , 1997 Gail Nightingale, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of 1997 under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 3 r 167A FDM�� Town of Barnstable Zoning Board of Appeals Decision and Notice Paul P.Flynn&Sandra M.Flynn Appeal No. 1996-158 Appeal of Administrative Officials Decision Appeal No. 1997-008 Special Permit Requests Appeal No.1997-009 Use&Dimensional Variances Summary Upheld Building Commissioner Applicant: Paul P.Flynn&Sandra M.Flynn Property Address:749 Oak Street,West Barnstable MA Assessor's Map/Parcel Map 215 Parcels 15-1, 15-2 and 19 Zoning: RF Residential F Zoning District Background: Appeal Summaries: Appeal No. 1996-158 Appeal of Administrative Officials Decision: The applicant is appealing the September 30, 1996 decision of the Building Commissioner rejecting his request to amend his original Building Permit No. 16186-issued June 28, 1996-limiting the use of the 431 foot tower to the first 220 feet only. This appeal was opened on December 18, 1996 and a 60 day extension was executed for the filing of the Boards decision.(att:Application 1996-158, September 30, 1996 Building Department Letter, Building Permit No. 16186) Filed,October 29, 1996 Public Hearing Opened Dec. 18, 1997" Appeal No. 1997-008 Modification of Special Permit 1969-58&Special Permit for Nonconforming Structure and Use On November 26, 1996 the applicant applied for two Special Permits,as follows: A-A request to Amend(Modification)Special Permit No.1969-58 to permit the Tower to be expanded form the original authorized 220 feet to 431 feet in height. (att:Application 1997-008, Special Permit No. 1996-58) B-A request under Section 4-4.4(2)-Nonconforming Building or Structure Not Used as a Single Family Dwelling-for a special permit to be issued for the expansion of the tower from 220 feet to 431 feet and as applicable,Section 4-4.5-Non-conforming Use-to permit the use of the structures full height.(att: Section 4-4.4 and 4-4.5 Zoning Ordinance) Filed,November 26,1996 Public Hearing, January 22, 1996 Appeal No.1997-009 Use Variance&Dimensional Variance Also on November 26,the applicant applied for two variances: A-A Use Variance for the tower-a Variance to Section 3-1.4(1)Principal Permitted Uses in the RF Residential District. B-A Dimensional Variance to Section 3-1.4(5)Bulk Regulation RF Zoning.District, to permit the height of 431 and to locate guy wires and"appurtenances"within the required minimum yard setbacks as per plan. (att: Application 1997-009, Plan"Site Plan in Barnstable Mass prepared for Paul P.Flynn and Sandra M.Flynn"dated November 19, 1996) i Zoning Board of Appeals-Decision and Notice Appeal No.97-07 Java Joe's On the Go Special Permit Pursuant to Section 4-4.5(1)and(2) Filed,November 26, 1996 Public Hearing, January 22,1997 The Board should Note that the total number of request before the Board appears to be 5 and that decisions when rendered perhaps should reflect five decisions as follows: Appeal No.1996-158 Appeal of Administrative Officials Decision Appeal No.1997-008A Modification of Special Permit 1969-58 Appeal No.1997-008B Special Permit for Nonconforming Structure and Use Appeal No. 1997-009A Use Variance Appeal No. 1997-009B Dimensional Variance Recent Occurrences: On December 30, 1996 the Barnstable County Assembly of Delegates and the County Commissioners approved a new Development of Regional Impact(DRI)threshold for the construction of wireless communication towers. That new threshold provides that any wireless communication tower exceeding 35 feet is subject to Commission review as a DRI.(att:. January 6,1997 Cape Cod Commission Memorandum, Barnstable County Assembly Ordinance 96-11) On January 03, 1997 The Building Commissioner informed the applicant that: 1 -The DRI threshold for wireless towers applied to the applicants request for a building permit for a tower in excess of 220 feet. 2-That the Building Permit issued on June 28, 1996(Building Permit No. 16186)is rescinded,and 3 -The applications to the Zoning Board of Appeal would have to be suspended during the Cape Cod Commission review(att: January 03, 1997 The Building Commissioner letter) On January 06, 1997 the proposal for replacement of the existing tower was transmitted for the Town to the Cape Cod Commission in accordance with the regulation covering the DRI.(att: January 6 transmittal letter, DRI Referral Form) On January 07, 1997, the Cape Cod Commission formally accepted the referral of the Tower for this project as a Development of Regional Impact under its new thresholds. This date of acceptance is the date upon which all local permitting is to be suspended. (att:January 13, 1997,The Cape Cod Commission letter to Flynn) On January 13, 1997,Attorney Myer Singer responded to the Building Commissioner's letter of January 3rd, questioning his rescinding of the Building permit of June 28, 1996 and the Referral of the project to the Cape Cod Commission. Also on that day,a letter was received in the ZBA Office from Mr. Singer citing that it is the applicants opinion that the Boards suspension of the ZBA Hearing is inappropriate and that the applicant would be present to go forward with his appeals. (att: January 13, 1997,Att. Singer's letter to Building Commissioner, Att. Singer's letter to ZBA) Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on December 09, 1996. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 22, 1997, and continued to at which time the Board denied the request. Appeals refered to Cape Cod Commissioner as DRI Board Members hearing this appeal were Ron Jansson, Emmett Glynn, Gene Burman, Elizabeth Nelsson, and Chairman Gail Nightingale. 2 i Zoning Board of Appeals-Decision and Notice Appeal No.97-07 Java Joe's On the Go Special Permit Pursuant to Section 4-4.5(1)and(2) The Chairman called the hearing of the appeal but neither the applicant nor a representative came forward. The Chairman noted that the fees have not been paid and cited that the secretary has attempted to contact the applicant both by phone and certified mail concerning the unpaid fees. None of the attempts to reach the applicant were successful. Decision: At the Hearing of January 22, 1997, a motion was duly made and seconded to deny the Applicants request. The Vote was as follows: AYE: Ron Jansson, Emmett Glynn, Gene Burman, Elizabeth Nelsson, and Chairman Gail Nightingale NAY: None Order: Appeal Number 1997-07 has been denied. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17,within twenty(20)days after the date of the filing of this decision in the office of the Town Clerk. , 1997 Gail Nightingale, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of 1997 under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 3 BARNSTABIF. i6jq. , FDIMy� Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2002-129- Paxson Communications Modification of Special Permit 1997-8 and Variance 1997-9 As issued by Memorandum of Understanding dated August 18, 1999 To allow for construction of a 20'x 30'addition to the existing television transmitter building Summary- Granted with Conditions Petitioner. Paxson Communications Property Address: 749 Oak Street,West Barnstable,MA Assessors Map/Parcel: Map 215 as Parcels 0 15-001&002 Zoning: Residential G 1&F Zoning Districts Relief Requested&Background In this appeal the applicant is seeking permission of the Board to expand the equipment shed located at the base of the tower with a one-story 14-foot high addition measuring 20'by 30' (600 sq.ft.) and an expanded concrete equipment pad 25'by 30' (750 sq.ft.). The addition is to house digital transmitters and associated broadcasting equipment and the exterior pad will be used for heat exchanger units, air conditioning units,transformer and area for an emergency generator. Accessory site improvements will include the fencing of the pad area,additional landscaping and a slight adjustment of the drive around the base to accommodate the addition. The applicant for this modification is Paxson Communications,one of several carries on the tower that is owned by Pinnacle Towers,Inc. Paxson Communications occupies the highest position on the tower with its television-broadcasting antenna that is 320 feet. Paxson Communications position was formerly occupied by Boston University Communications,Inc. A copy of the Assignment and Assumption of Lease has been supplied for proof of standing. Also,a July 15,2002 letter to Mr. Arthur P. Traczyk from James Bokish,Assistant Secretary for Pinnacle Towers,Inc. has been entered into the file. That letter has authorized Paxson Communications to seek the permit necessaryfor the additions to the base of the Tower. At present,the tower is under reconstruction in accordance with the Memorandum of Understanding dated August 18, 1999 that had modified Special Permit 1997-8 and Variance 1997-9. The proposed addition and pad is to house only equipment for Paxson Communications and is needed for technologically improved communications equipment. It is not an intensification of the tower in terms of additional carriers or height. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 11,2002. An extension of time for holding the hearing and for filing the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notice was sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 06,2002, at which time the Board found to grant the modification. Board Members deciding this appeal were Gail Nightingale,Thomas A. DeRiemer,Randolph Childs, Ron S.Janson and Chairman Daniel M. Creedon. Attorney Neal J.McNamara represented the applicant during the hearings. Mr.McNamara explained the request to modify the prior variance and special permit. He noted that the proposed expansion of the building and equipment at the base of the structure was specific only for Paxson Communication. The expansion was being mandated by Federal requirements for television networks to evolve into digital broadcasting. He described the area to be added to the building and the equipment to be placed in the structure. He noted the expansion of the concert pad was accessory to be used for air conditioning units and back up generator and other items need to service the equipment within the building. The Board questioned if this was an intensification of the tower, more specifically expansion of communication. It was noted that no new communication devises are to be added to the tower. The antenna used by Paxson Communication would be only one.that would broadcast both the analog and digital signals. Question were asked regarding safety of the equipment. Mr. Davison,the director of Engineering for Paxson's New England area noted that the equipment has several back up systems to protect from accidental entry into the high voltage areas of the new equipment. He noted that there would be no impact to the neighborhood from the voltage or equipment being located at the site. Findings of Fact: At the hearing of November 06, 2002,the Board made the following findings of fact: 1. Appeal 2002-129 is that of Paxson Communication. The subject property is commonly addressed as 749 Oak Street,West Barnstable,MA and is shown on Assessor's Map 215 as Parcels 015-001 and 015-002. It is in the Residential G 1 and Residential F Zoning Districts. 2. Paxson Communications is seeking a Modification of Special Permit 1997-8 and Variance 1997-9 as issued under a Memorandum of Understanding dated August 18, 1999 to allow for construction of an addition to the existing television transmitter building and equipment pad located at the base of the tower. 3. The applicant seeks permission to expand the equipment shed located at the base of the tower with a one-story 14-foot high addition measuring 20' by 30' (600 sq.ft.) and expanded concrete equipment pad 25'by 30' (750 sq.ft.). The addition is to house digital transmitters and associated broadcasting equipment and the exterior pad will be used for heat exchanger units, air conditioning units,transformer and area for an emergency generator. Accessory site improvements will include the fencing of the pad.area,additional landscaping and a slight adjustment of the drive around the base to accommodate the addition. 4. The applicant for this modification is Paxson Communications,one of several carries on the tower that is owned by Pinnacle Towers,Inc. Paxson Communications has introduced a copy of the Assignment and Assumption of Lease and a July 15,2002 letter from James Bokish,Assistant 2 Secretary for Pinnacle Towers,Inc. as proof of standing. The letter has authorized Paxson Communications to seek the permit necessary for the additions to the base of the Tower. 5. At present,the tower is under reconstruction in accordance with the Memorandum of Understanding dated August 18, 1999 that issued Special Permit 1997-8 and Variance 1997-9. The proposed addition and pad is to house only equipment for Paxson Communications and is needed for technologically improved communications equipment. It is not an intensification of the tower in terms of additional carriers or height. 6. Site Plan Review Committee has found the plan approval on June 06, 2002 (SPR No. 033-02). It was also issued a Certificate of Appropriateness from the Old Kings Highway FEstoric Commission on September 25,2002. 7. The appeal is to allow for the modification of that Memorandum of Agreement, Conditions No. 5 and 16 that identify and refer to a plan for the rebuilding of the tower. The applicant is seeking to have this plan before the Board replaces that earlier plan. The plan in no way reflects neither an increase in the permitted height of the tower nor an increase in the number of users or number of antenna arrays. 8. The transmittal structure meets the required setbacks and height limitations for the Zoning District. 9. The area is not in a designated Groundwater or Wellhead Protection Overlay District. The vote was as follows: AYE: Thomas A.DeRiemer,Randolph Childs,Ron S.Janson,Daniel M. Creedon. NAY: Gail Nightingale Decision: Based on the findings of fact, a motion was duly made and seconded to grant the modification of Condition 5 and 16 of the August 18, 1999,Memorandum of Understanding. Those two conditions are modified only with reference to a plan that is to be changes. All other requirements of those condition and all other condition shall remain in full effect.And subject to the following additional conditions: 1. The redevelopment of the site shall be as per plan submitted and entitled"Transmission Building Addition Vinyard Haven/Barnstable" as drawn by Schwetye Architects Incorporated,dated 07 March,2002 and consisting of five sheets each titled; Site Plan A1.0 Cover Sheet A2.0 Demo. &Foundation Plans and Details A3.0 Sections &Details, and A4.0 Equipment Plan 2. The addition of floor area shall not exceed 600 sq.ft. in area,one-story in height. 3. The exterior concrete equipment pad shall not exceed 750 sq.ft. in area 4. In all other respects,the August 18, 1999,Memorandum of Understanding,that issued Special Permit 1997-8 and Variance 1997-9 remains in full effect and unchanged. 3 i I ' 5. This modification and the structure addition and pad area authorized and it use is granted only to the applicant Paxson Communication and is not transferable to subsequent owners without permission from the Board. The vote was as follows: AYE: Thomas A.DeRiemer,Randolph Childs,Ron S.Janson,Daniel M. Creedon. NAY: Gail Nightingale Ms.Nightingale stated that she voted in the negative because the original Special Permit 1997-8 and Variance 1997-9 represented a substantial detriment to the neighborhood and was in derogation of the Zoning Ordinance. The original relief should never have been granted nor should any further grant of a modification or expansion to the use and structure be granted. Ordered: Appeal 2002-129 has granted a modification to the Memorandum of Understanding dated August 18, 1999. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon, Chairman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk 4 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r � h Map J.5 Parcel © l J , O00 L �� Permit# Health Division � t;' Date Issued JConservation Division Jr Mom 1 Application Fee 1 Tax Collector �'� 230 S Permit Fee Treasurer �1t✓ � ✓��3-4 d� �I C� Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address f e 1:5/ J�JS Village'Ps�_E4eQ/�/`STi/1'jZZ X� Owner ��0146 Ldlr--- Address =30/ /V• Telephone 2 Permit Request I-ro �'= ✓ M.:0 -%ldi e.s Q OZI,3 cl Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain ,� Groundwater Overlay Project Valuatio d add Construction Type i�/9�d w/1z r 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: ❑% 91I<0 CZZ Basement Type: ❑Full ❑Crawl ❑Walkout 0 Other VIM 0,1/ 4�4 a�-7 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ;Cl/ +v _ O J r- Number of Baths: Full: existing new Half:existing �I new �z Number of Bedrooms: existing new © i Total Room Count(not including baths): existing new First Floor Roo Count Heat Type and Fuel: ❑Gas ❑Oil Electric ❑Other Central Air: 2es ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:❑existing ❑new, size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# ab"2--l022 Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# 0.33--a�- Current Use Proposed Use AX�Le-:A /� *. Telephone Number 11- �/ / BUILDER INFORMATION Name C�� 04f'// C�/�'f� ��v�i la ..J�� 'fl— S Address o7 �L /�`"Q�/► �t°l� License# �.S o��'�7�• � NCDD /0? Home Improvement Contractor# Worker's Compensation# Y(f C�=S',ff.5 26V .02002 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 44157-C'� 11�t'' SIGNATURE DATE 0 �d Z5 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE d OWNER DATE OF INSPECTION: FOUNDATION BrOD FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` i ' Application to ®[b Ainq'o Jftbbuap Regional Jbistoric district Committee N --i In the Town'of Barnstable N CERTIFICATE.OF APPROPRIATENESS C) N Application is hereby made,with four complete sets,for the issuance of a Certificate of Appropriat ass under ' bYx6 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described w and e"ans;� drawings,or photographs accompanying this application for. b v� CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: ❑ New ©Addition ❑ Alteration �. C7 Indicate type of bull ng: ❑ House ❑ Garage ❑ Commercial ❑ Other Televi ion Tr-&sni tt:t Building 2. Exterior Painting -�7 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence ❑ wall ❑ Flagpole ❑Other C� TYPE OR PRINT LEGIBLY: DATE klaoln-A- ADDRESS OF PROPOSED WORK,,749-0a)CStreet',-West-Barnstable F ASSESSOR'S MAP NO. 215 OWNER Pinnacle Towers, Inc. ASSESSOR'S LOT NO. 015 Sub 001 & 002 HOMEADDRESS 301 N. Cattleman Rd., Suite 300, Sarasota, FL-TELEPHONENO. 941-364-8886 * See Below FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) See attached Abutter's list AGENT OR CONTRACTOR Neal J.. McNamara, Esquire TELEPHONE NO. 401-751-8500 ADDRESS Holland & Knight LLP, One Financial Plaza, Suite 1800, Providence, RI 02903 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, Including materials to be used. Please include locations of proposed signs. See attached Exhibit A. Signed 'Owne-Contractor-Agent For Committee Use Only This Certificate is hereby Date_ Approved/ Hied Committee Mem S' natu 33 * Applicant is Paxson Communications - leaseholder of the property. See attached letter from Pinnacle dated 7/15/02 appointing Paxson as its Agent for these purposes. Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION Concrete 20' x 30' and 25' x 30' SIDING TypE To match existing clapboard COLOR White CHIMNEY TYPE None COLOR ROOF MATERIAL Asphalt shingles COLOR, Gray PITCH To match existing WIND04s None COLOR -- SIZE -- TRIM COLOR White DOORS Wood - to match existing COLORS White SHUTTERS . None COLORS -- GUTTERS To match existing COLORS White DECKS None MATERIALS -- GARAGE DOORS None COLORS -- SKYLIGHTS None SIZE -- COLORS -- SIGNS COLORS FENCE Wood fence around equipment pad to COLOR Gray match existing •p'�i Fill out Completely, taolodiag nesswaftats and materials/colors to be used. Your copiy of this Lana are required for submittal of an application, along with tour copies of the plot plan, landscape play aed elevation plans, when applicable. SPECONT Ravimod 11/98 34 EXHIBIT A P I N N A C L E Towers Inc July 15, 2002 NFAL J.mcNAmARA,EsQ. 401-553-6810 1ntaneMddress: Mr. Arthur P. Traczyk nmcnan2aT@bWaw.com Principal Planner Town of Barnstable Planning ,Division 200 Main Street Hyannis, MA 02601 RE: Paxson Communication A lication to Add to Pinnacle Towers Existine Building- Oak Street Tower Dear Mr. Traczyk: I am in receipt of your June 20, 2002 letter regarding the Oak Street Tower to Neal J. McNamara, attorney for Paxson Communications with respect to the above-referenced matter. The purpose of this letter is to inform you that Pinnacle Towers, Inc. hereby appoints Paxson Communications as its agent with respect to application for any zoning relief and building permits necessary to build the proposed addition to the existing building at Pinnacle's Oak Street Tower. Please do not hesitate to contact me if you have any questions. Sincerely, EXHIBIT A Description of Proposed Work: We propose to construct an addition to the existing television transmitter building located at the base of the existing television tower. The building will be 20' x 30' and is attached to the existing building on the south side. The building will be constructed in the same style and utilizing the same materials as the original building. The siding and roofing of the building will be consistent with the existing building. The roof line will be the same slope, although the new roof will be several feet higher to accommodate the additional broadcasting equipment. There will be a concrete equipment pad, 25' x 30' located just to the south of the existing concrete equipment pad, adjacent to the building. The gravel access road around the building will be moved approximately 20' at the south side of the building to allow for the new construction. The road will remain unchanged around the rest of the building. No changes are planned for the access road to the building from the main road. PRVI#87639 v1 L z a r N i _ t 4pr son Aoki `�. z? "f low e. ep N. x, i3� , x x B f�$•� � J.gU�MttldN��.. � j �` S MC ISO I r ! 5 f 1 215 13 r1 k� 8 II ii MAP 215 14-2 #ers ra1P122 4—1 #No #781 MAP215 915 ❑ 11 AW2215 #7W #26❑ #14 0 Q #33 O MAP 11 k\k ' O MAP 215 O 15-1 O# 65 765 MAP 215 #7754 O 115 1 MAP215.. �, 19 u 2 # 449 #741 ` 7 715 #a MAP215 #6-2 MAP 215 18 #o MAP 115' 4-,2 #,70y MAP 215 PARCEL 015-001 " SCALE: 1"=150, w a E DIRECT ABUTTERS S I *NOTE: Planimetrics topography,and **NOTE: The parcel lines are only graphic representations DATA SOURCES: Planimetria(man-made features)were interpreted from 1995'aerial photographs byThe Jaynes vegetation were mapped to meet National of property boundaries. They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards 1"=100' on the map. at o scale of 1"=100'. Parcel lines were digitized from FY2002 Town of Barnstable Assessors tax maps. L I AAP AA?215 12 14-1 #800 #781 r , MAP 21511 215 g15 ❑015 #780 #2A #14 ,O Q +�k�k #33 o MAP 2tLU �k O MAP 215 O #765 MAP 215 O#765 #7554 O 0 MAP 215 ` 1-1 - 2 #749- #741 7 f6` MAP 215 16-2 #735 MAP 215 19 MAPdik #o #4�os',1 MAP215 MA 21s 17 18 #a #0 ^AW 215 r N MAP 215 PARCEL 015-002 W+,I E DIRECT ABUTTERS S *NOTE: Planimetrics,topography,and **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photogmphs byThii fames vegetation were mapped to meet National of property boundaries. They are not true locations,and W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards 1"=100'. on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2002 Town of Barnstable Assessor's tax maps. I Town of Barnstable Regulatory Services BARNSTAHiE, + . i 9 Mass �* Thomas F.Geiler,Director Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 I June 12, 2002 Attorney Neal J. McNamara Holland&Knight 1 Financial Plaza Providence,RI 02903 Re: SPR 033-02, 749 Oak St, W Barnstable (R215-001 & 002) Proposal: Construct a single-story addition to existing transmitter building&pad Dear Attorney McNamara; Please be advised that this application was approved at the Site Plan Review meeting on June 6,2002. John Hunter of our Engineering Department has performed a site visit today to ensure that the drainage is adequate. John advises me that Engineering is satisfied. As you are aware, the Site Plan Review panel referred this application to the Zoning Board of Appeals. Please contact me directly in the event that you should require additional information. I Sincerely, Robin C. Giangregorio Site Plan Review Coordinator _ 05_/09/03'.....FRI,..1.3:21 FAX 7275762876 PAXSON CORP ENGINEERING Q 003 �. i Town of Barnstable , ! } Regulatory.Services > T wan E.Gwer,MecWr `` Building Division Um Pam, Duo"&C90MA bones 200 Msin SW"% $ya=J,MA M601 r OStce: 505462.4039 Fax: 508-790-6230 Pmpexty OwmrMust Complete and Sign This Section if Using A Builder �z�►NAGl.E�iw6nS �iyc, as Ckvwr of t6 subjectpro" hEMtFY&MtDorize C41A Mowe.LCA Q t4-AAr..-CO. TAC. toactonn►behalf, m 4 msttaea mauve to"rk authorlmd by this budding pa—imt ipp cation for(addems Of Pb) Iql CAA $TAEE-r S 9�03 • S r ate p�R OF Chin'coemrJ�Ww RN:AtiA�-%+/t r i' 6Z.IJ ' Print Name , EO 39Vd 99XVd XdSM 171117LBLLt9 LV:9I E00Z/80/90 } r -- - `, �art.4;1• �"a it�S a ';c.� 7 y'kl.,,a- Syr - . ,/lce �ammwnutealU o�.�ad . BOARD`OF BUILDING REGULATIONS n License: CONSTRUCTION SUPERVISOR 5066472 Numtier CS:v Buth�date�`08/10%1970 , ,�, * �Et r Expires QSGt0/2003 Tr ono 2112 , -_ -.Restricted x00 '• `+ apt r. STEVEN A MACLELLANy � + 2 -44 08 GROVE ST ,y 6RANDOLPH WA,02368 Adm�nzstrator�, ` j The Commonwealth ofMassachusetts Department ofIndustrialAccidentsoffice onflyesti9ations 600 Washington Street Boston,Mass. 02111 Workers' Compensation.Insurance Affidavit a name: location: city hone# [] I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity [] I am an employer providing workers' compensation for my employees working on this fob cr.c-�c�.+-t' 3-' (' �¢ 's' �3• ha" A�„SWr3 .�' •g'r-. '.rc' � r ;,.; ..�„ �.r.4 i ,Z -sr a a. ,,,17R� Ft �.' ` , i-.e3Gt ,r.�Jt�• o 'fi"`„µt''�'L GI•.�,le ' a, £s ,r,Y --a' ,a 7 -�--t- .o- F- T a;.� t c - c "�' Y+ c'�"r�-r y'i k� • Noll an name ,^ f'���..� ,, ,,^�.�� l+a- 1 ..,y' � ' � "1-'� -,+ri+✓ ✓. '4 :�� )i 15w5,�' t 9 i"x�) er�yUr'1 f'S'1+t�G�.2»tSr;ro "W ; ..J�y4 � ,y�" ,�h• •- .. '� ,•- - i� �..+5��< J a Y-t'�.-(-1•z '`I i 46 3 f i fi"�„��� •; � 'Yy�'"S- . Esfi 7 f � � 'Y a y .•z_ ..j„r r y'i�3 -, -� 'L1, Ar ^n'r e 1. ;JS ��Tw �adtlresrs rs �. `�.. cS � _ � �a��. . w S`.r,.r'�1���"�'tc�r jj''t���• �.r�ilJx`.+e'hci'U'�� � } z`.F rt,¢�r� u e, Tz?�f�f' b, -L �'q3i e��� •_ �. Y 1 t}3'c'ri^ �'�yt*`.�i'�-�s, hrl7rr�'S i+��,c-`�.�gi �+�ri.,������a's r r t ;�._ 2 i r x r _� � 1 -'..hf -.q�'S r ,r t-� a^�" ' _�ilt� � f' .�t. 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'`?'ki:u; nsurance co •� - � Failure to secure coverage as required under Section 25A of S1GL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby cerfi#under Zeamand penalties of perjury that the information provided above is true and correct. Date Aotjy Ifi 20,0� Signature c Print name Phone# 7AI official use only do not write in this area to be completed by city or town official city or town: permit/license If MBuilding Department [)Licensing Board []check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; MOther (revised 9/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the-"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall'not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. mum Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be,sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you.have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at-the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out.in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 oF1MME r Town of Barnstable Regulatory Services 9STABLE � '8` Thomas F.Geiler,Director 'DlEDla�O 6390. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 21,2002 Neal J.McNamara,Esquire Holland&Knight,LLP One Financial Plaza, Suite 1800 Providence,Rhode Island 02903 Reference: �749 Oak Street -Site Plan Review No. 33-2002 W13 Dear Mr.McNamara: As noted in the Site Plan Review approval letter of June 121 2002,the above referenced proposal has been referred to the Zoning Board of Appeal for a modification of the existing non-conforming use Special Permit Number 1998-08 as issued in the August 18, 1999 "Memorandum of Understanding". The relief is required because the addition to the building and expansion of the equipment pad represents an expansion and intensification of the non-conforming use above that show on the original November 19, 1996 plan referenced in Condition Number 5. The-plan also exceeds that approved site plan for the rebuilding of the tower entitled"Site Plan" as drawn by KCI Technologies for Pinnacle Towers,Inc.,dated November 07, 2000, last revised May 05,2001.My decision is based upon Section 4-4.5(2) - Expansion of a Pre-Existing Nonconforming Use and Section 7- Intensification of the Town of Barnstable's Zoning Ordinance. Respectfully: Thomas Perry,Acting BuildingCmmissioner File letters-2002-ILMcNamara-OakTower-building.doc C Ron S.Jansson,Zoning Board of Appeals Chairman Site Plan Review Law Offices HOLLAND &FIGHT LLP a Neal J. McNamara 401-553-6810 nmcnamara@hklaw.com Suite 1800 One Financial Plaza Providence,Rhode Island 02903 401-751-8500•Fax 401-553 6850 www.hklaw.com CnJ�Y_- be JAMES B.MALLESS,AICP b�_A Ov ner/Zoning Specialist C .7 q(f0 13�10JI *IRELESS PLANNING SERVICES, LLC. Planning&Zoning Services For The Wireless Industry Ph 863-602-8485 Fax 863-688-5176 845 Mississippi Ave. E mail 1927jbm®gte.net Lakeland FL 33801 J r IKE ■ARNB ASM Y? w 1 MAM �pTFDMP'�R . Town of Barnstable 99 0ET 26 P 1 :48 Zoning Board of Appeals Decision - Notice of Withdrawal Appeal Number 1998-91 - Paul Flynn d/b/a Air Comm of Avon L.L.C. _ Appeal Decision of Building Commissioner �THIS DOCUMENT HAS Summary: Withdrawn With Prejudice NOT BEEN RECORDED Applicant: Paul Flynn d/b/a Air Comm of Avon L.L.C. FILE COPY ONLY Property Address: 749 Oak Street,West Barnstable Assessor's Map/Parcel: Map 215, Parcels 015-1, 015-2&019 _ -Area: 36.31 acres Zoning: RF Residential F Zoning District Groundwater-Overlay: AP Aquifer Protection District Background: The tower was first permitted in 1969 by the issuance of an Accessory Use (Section P-8 of the 1969 Zoning Bylaw) Special Permit No. 1969-58 by the Zoning Board of Appeals on October 21, 1969. That permit was issued to allow a 220 foot high tower and an 8 by 8 foot shed to be accessory to Donald P. Moore d/b/a/Cape Cod Broadcasting (a Radio Station). The permit granted was specific in citing "an accessory use on a lot separate from that of the principal use." The site for the Tower was an approximately 156,000 sq.ft. lot fronting 300 feet on Oak Street by approximately 520 feet deep. The location of the tower was limited to a 200 foot square portion of the lot located on the southeast portion of the lot. Today the locus appears to be both Lots 15-1 and 15-2. Some time between July of 1970 and July of 1971, the tower was expanded in height to 317 feet as cited in the Federal Communication Commission Licenses issued to Cape Cod Broadcasting Company, Inc. According to a March 21, 1996 letter from Attorney Singer to the Building Commissioner, the tower was expanded in December 1970 and January 1971. In March of 1982, the tower was again increased to 370 feet which was reviewed by the Old Kings Highway Historic District Commission. In September of 1992, the tower was repaired and in that repair was increased to 431 feet, its present height. Appeal Summary: On June 16, 1998, Paul Flynn d/b/a Air Comm of Avon L.L.C. applied to the Zoning Board of Appeals for the following relief: Appeal No. 1998-91 -Appeal Decision of Building Commissioner The applicant is appealing the decision of the Building Commissioner to refuse to act on the Emergency Building Permit Application filed by the applicant with the Building Commissioner on April 17, 1998 or, alternatively, the Building Commissioner's deferral to the Town Attorney who implied or may have actually refused to.act or indicated a refusal to act by way of a letter dated June 5, 1998. - Summary of Events: In June of 1996, the applicant requested an Emergency Building Permit to rebuild the tower, due to its structural-integrity, at the same height of 431 feet and at a distance approximately 40 feet from the existing tower. For safety reasons, an Emergency Building Permit(No. 16186)was issued. ' J Zoning Board of Appeals-Decision and Notice Appeal No. 1998-91 -Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner On September 30, 1996, the Building Commissioner amended Building permit No. 16186 to allow the tower to be rebuilt to its current height of 431' but limiting its use to the_first220' only. The applicant appealed this decision in Appeal No. 1996-158, which resulted in the Zoning Board of Appeals upholding the Building Commissioner's decision. The applicant subsequently appealed the Zoning Board of Appeal's decision to the Massachusetts Land Court. On January 03, 1997, the Building Commissioner informed the applicant of the following: 1 The new Cape Cod Commission Development of Regional Impact(DRI)threshold for wireless towers applied to the applicant's request for an Emergency Building Permit to rebuild the tower. 2 The Building Permit issued on June 28, 1996 (Building Permit No. 16186) is rescinded. 3 The applications to the Zoning Board of Appeals would have to be suspended during the Cape Cod Commission review(aft: January 03, 1998 letter from Building Commissioner). On January 13, 1997, Attorney Myer Singer responded to the Building Commissioner's letter of January 3rd, questioning his rescinding of the Building permit of June 28, 1996 and the referral of the project to the Cape Cod Commission. On January 17, the Building Commissioner responded to Mr. Singer's letter and stated he believed the applicant did not have legal pre-existing nonconforming rights above 220', therefore, he could not reverse the actions of his January 3, 1997 letter. He stated if the structure is razed, as proposed by the applicant, it could only be rebuilt to a height of 220 feet. The applicant appealed these decisions.of the Building Commissioner in Appeal No. 1997-33, which resulted in the Zoning Board of Appeals upholding the Building Commissioner. The applicant then appealed this decision of the Zoning Board of Appeals to the Massachusetts Land Court. Cape Cod Commission DRI Referral On December 30, 1996 the Barnstable County Assembly of Delegates and the County Commissioners approved a new Development of Regional Impact(DRI) threshold for the construction of wireless communication towers. That new threshold provided that any wireless communication tower exceeding 35 feet was subject to Commission review as a DRI (attn: January 6,1997 Cape Cod Commission Memorandum, Barnstable County Assembly Ordinance 96-11). On January 07, 1997, the Cape Cod Commission formally accepted the referral of the Tower as a DRI under its new thresholds (attn: January 13, 1997 letter from the Cape Cod Commission to Flynn). The date of acceptance is the date upon which all local permitting was suspended. On August 13, 1997, Barnstable County adopted an ordinance which amended the DRI threshold pertaining to wireless communications towers. The Flynn Tower no longer was a mandatory DRI (attn: August 13, 1997 letter from the Cape Cod Commission). On October 14, 1997, the Town referred Appeal Nos. 1997-08 and 1997-09 to the Cape Cod Commission as a discretionary DRI and on October 23, 1997, the Commission accepted the Town's referral (attn: October 14 &28, 1997 letters). During this period, the time frames for local review had resumed and again were suspended when the Commission formally accepted the Town's referral. On July 2, 1998, the Cape Cod Commission rendered a decision (DR97023) on the Flynn Tower in which the Commission voted to deny without prejudice the application of Paul Flynn for a Development of Regional Impact approval (attn: July 6, 1998 letter and decision from the Cape Cod Commission). The Commission found that the applicant failed to comply with procedures of the Cape Cod Commission Act and Commission regulations requiring submission of a completed application. As a direct result of the Commission's final decision, the time frames for local review of Appeal Nos. 1997-08 and 1997-09 resumed as of July 2, 1998. Decision of Land Court On July 24, 1998, the Commonwealth of Massachusetts Land Court(Department of the Trial Court) rendered a decision on the Cross-Motions for Summary Judgment regarding Flynn et al v. Zoning Board of Appeals(Case Nos. 236141 and 239029). Case No. 236141 involves the Building Commissioner's amendment of the 1996.building permit, by which he stated the Flynns may replace the tower, but may 2 t Zoning Board of Appeals-Decision and Notice Appeal No. 1998-91 -Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building.Commissioner use only the bottom 220 feet of the replacement. Case No. 239029 involves the Building Commissioner's letters of January 3, 1997 and January 17, 1997, in which he rescinded the 1996 permit altogether but allowed the Flynns to apply for a building permit to construct a replacement tower up to 220 feet. In Case No. 236141, the Court entered summary judgment in the Board's favor on all counts. This case has been dismissed. In Case No. 239029, the Court entered summary judgment in the Board's favor on all counts except Count IV, which involves the Federal Telecommunications Act. On this count, the Court found that the facts were insufficient to decide the issue and that it would have to be resolved at trial. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 16, 1998. An extension of time to November 30, 1999 for filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 12, 1998 and continued to November 18, 1998, February 17, April 21, May 5, May 26, June 16, June 30, and,October 13, 1999, at which time the Board, per request of the applicant, granted a withdrawal with prejudice. Hearing Summaries: August 12, 1998 Hearing: Board Members hearing this appeal were Gene Burman, Richard Boy, Ron Jansson, David Rice, and Chairman Emmett Glynn. Paul P. Flynn represented himself before the Board. At the start of this hearing, Emmett Glynn read a letter submitted by Paul Flynn (under the letterhead AirComm of Avon LLC)dated August 12, 1998 addressed to Emmett Glynn, Chairman. It reads, "I hereby request a postponement of the hearings on Numbers 1997-08, 1997-09, 1998-91 1998,92, and 1998-93 to the next available date, which I understand is in November. I hereby consent to extend the Statutory time for any required decision to and including November 30, 1998, neither party waiving its claim or defenses pertaining to my contentions in earlier litigation that Number 1997-08 and 1997-09 have allegedly been constructively granted." The letter is signed "AirComm of Avon, LLC and Paul P. and Sandra M. Flynn and by Paul P. Flynn"with the signature of Paul P. Flynn. The Board was concerned that the decision needed to be made by November 30, 1998 and asked Mr. Flynn if he would be willing to extend the time. He stated he was amicable to extend the time frame when the decision is due until no later than December 31, 1998. The Board asked the Building Commissioner if the hearings were extended, did he have any concerns regarding the safety of the tower. He stated he is"concerned with the structural stability of the tower." The Board asked about the stability of the tower in view of hurricane season being upon us now. The Building Commissioner stated "there is a risk." The most recent engineer's report says the tower is "questionable beyond certain wind velocities." Without the report in front of him, the Building Commissioner stated he"thought it was beyond hurricane strength wind." He also stated that if the tower failed, it would come"straight down" because of the guy wires. He is of the belief, that it will spiral down from within so there is no threat to lives or property unless they are standing directly under the tower. There was a discussion between the Board Members and Mr. Flynn about the agreement to extend these hearings and the agreement as to when the decision is due. It was agreed by all parties to extend the hearings until November 18, 1998 at 7:30.PM and the decisions are due no later than December 31, 1998. The proper documents were signed by Mr. Flynn and Chairman Emmett Glynn. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to November 18, 1998 at 7:30 PM. November 18, 1998 Hearing: Board Members hearing this appeal were Ron Jansson, Gene Burman, Richard Boy, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Myer Singer represented the applicant. Board Member Ron 3 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-91 -Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Jansson disclosed that in his private law practice he is representing a client who is interested in purchasing a business where Attorney Singer represents the seller. The property is not in the Town of Barnstable. Mr. Jansson felt he could act impartially on this matter but would step down if anyone felt there might be a conflict or an appearance of a conflict. Both the Board Members and Attorney Singer agreed that this disclosure would not constitute a conflict. A letter dated November 18, 1998 from Attorney Singer was read into the record. Mr. Singer is requesting extension of the hearing for this appeal to a date after December 31, 1998. Assistant Town Attorney Ruth Weil addressed the Board and reported there is now litigation pending on seven cases in four courts within the State involving this tower. In her opinion,,a continuance would not prejudice the Town's rights in any of the.litigation. Before the Board made a motion to continue, Chairman Emmett Glynn asked Mr. Singer if he would acknowledge that in granting this continuance, the Zoning Board of Appeals assumes the petitioner accepts responsibility for the structural integrity of the tower for the period of the continuance. Mr. Singer agreed the owner of the tower is always responsible for it. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to February 17, 1999 at 7:30 PM. February 17, 1999 Hearing: Attorney Singer requested this matter be continued to a date in the future. The applicant would request April 21, 1999 if the Board would consider a further continuance. Attorney Singer will sign any necessary extensions. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, . Appeal Number 1998-92, and Appeal Number 1998-93 to April 21, 1999 at 7:30 PM. April 21, 1999 Hearing: Attorney Singer represented the applicant and requested this matter be continued to a meeting date in May with the expectation that this matter may finally be resolved. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to May 05, 1999 at 8:45 PM. May 5, 1999 Hearing: Attorney Singer requested this matter be continued to May 26th with the hope that the matter can be settled at that time. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to May 26, 1999 9:00 PM. May 26, 1999 Hearing: Attorney Singer requested this matter be continued to June 16th. Additional time is needed to work on the wording of the proposal to be submitted to the Zoning Board of Appeals. The Board decided to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998- 91, Appeal.Number 1998-92, and Appeal Number 1998-93 to June 16, 1999 @ 9:00 PM. June 16, 1999 Hearing: Board Members hearing this appeal on June 16, 1999 were Ron Jansson, Gail Nightingale, Gene Burman, Thomas DeRiemer, and Chairman.Emmett Glynn. Attorney Andrew Singer represented the applicant. Attorney Singer requested this matter be continued to June 30th. Issues are still being discussed with the Town's Legal Department. 4 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-91 -Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner The Board requested that an extension of time be signed. Attorney Singer stated he did not know if he has the authority to sign an extension on behalf of the applicant. It was suggested that he call the applicant to get an answer or the Board may have to hear the appeals tonight. Attorney Myer Singer arrived and addressed the Board. He stated he does have the authority to sign an extension to July 14th only. The Board was concerned that this may not be enough time to clock-in the decisions. Attorney Singer stated the Board has the authority to deny these appeals if they feel at the June 30th hearing that there is not sufficient time. Assistant Town Attorney Ruth Weil addressed the Board. She stated that the legal staff has been working in good faith with the applicant and expects to be done by July 14th. The Board recessed to allow Attorney Singer time to contact his client about signing an extension. Upon reconvening, Attorney Myer Singer agreed to sign an extension to July 28, 1999. The Board decided to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998- 91, Appeal Number 1998-92, and Appeal Number 1998-93 to June 30, 1999 @ 9:30 PM. June 30, 1999 Hearing: Board Members hearing this appeal on June 30, 1999 were Ron Jansson, Richard Boy, Gail Nightingale, Gene Burman, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Singer represented the applicant. A motion was duly made and seconded to concur with the settlement as proposed by the Town Manager with advice from the Town Attorney. It should be noted that this decision should not be construed by the public that the Zoning Board of Appeals viewed any incentives that may have been offered to the Town. This vote.is merely to authorize the Town Manager to enter into an agreement to settle the litigation. The Vote was as follows: AYE: Gene Burman, Ron Jansson, Richard Boy, Tom DeRiemer, and Chairman Emmett Glynn NAY: Gail Nightingale October 13, 1999 Hearing: Board Members hearing this appeal were Ron Jansson, Gail Nightingale, Richard Boy, Thomas DeRiemer, and Chairman Emmett Glynn. Chairman Emmett Glynn explained the Board is in receipt of two Stipulations for Judgment for the Flynn Tower. These Stipulations for Judgment now settle Appeal Number 1997-08 and Appeal Number 1997- 09:- Chairman Emmett Glynn read a letter dated September 29, 1999 from Attorney Singer requesting that Appeal Number 1998-91 be allowed to be withdrawn with prejudice. L _ Decision: At the hearing of October 13, 1999, per request of the applicant, a motion was duly made and seconded to allow Appeal Number 1998-91 to be withdrawn with prejudice. The Vote was as follows: AYE: Tom DeRiemer, Richard Boy, Ron Jansson, and Chairman Emmett Glynn NAY: Gail Nightingale A motion was duly made and seconded to have all the minutes of the executive sessions as they relate to the"Flynn Tower' be transcribed and made a part of the Zoning Board of Appeals public records for Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93. The Vote was as follows: AYE: Ron Jansson, Tom DeRiemer, Richard Boy, Gail Nightingale, and Chairman Emmett Glynn NAY: None 5 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-91 -Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Order: Appeal Number 1998-91 has been Withdrawn With Prejudice. Appeals of this decision, if any,.shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Cl rk. ��• �' �� Emmett Glynn, Chairma Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this y of �! under the pains and penalties of perjury. . 9 Linda Hutchenrider, Town Clerk- 6 f l a} �•t 6 �' � •99 a L 1 IKE MAPA THIS DOCUMENT HAS Town of Barnstable NOT BEEN RECORDED Zoning Board of Appeals FILE COPY ONLY! Decision - Notice of Withdrawal Appeal Number 1998-92-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Summary: Withdrawn With Prejudice Applicant: Paul Flynn d/b/a Air Comm of Avon L.L.C. Property Address: 749 Oak Street,West Barnstable Assessor's Map/Parcel: Map 215, Parcels 015-1, 015-2&019 Area: 36.31 acres Zoning: RF Residential F Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The tower was first permitted.in 1969 by the issuance of an Accessory Use(Section P-8 of the 1969 Zoning Bylaw) Special Permit No. 1969-58 by the Zoning Board of Appeals on October 21, 1969. That permit was issued to allow a 220 foot high tower and an 8 by 8 foot shed to be accessory to Donald P. Moore d/b/a/Cape Cod Broadcasting (a Radio Station). The permit granted was specific in citing "an accessory use on a lot separate from that of the principal use." The site for the Tower was an approximately 156,000 sq.ft. lot fronting 300 feet on Oak Street by approximately 520 feet deep. The location of the tower was limited to a 200 foot square portion of the lot located on the southeast portion of the lot. Today the locus appears to be both Lots 15-1 and 15-2. Some time between July of 1970 and July of 1971, the tower was expanded in height to 317 feet as cited in the Federal Communication Commission Licenses issued to Cape Cod Broadcasting Company, Inc. According to a March 21, 1996 letter from Attorney Singer to the Building Commissioner, the tower was expanded in December 1970 and January 1971. In March of 1982, the tower was again increased to 370 feet which was reviewed by the Old Kings Highway Historic District Commission. In September of 1992, the tower was repaired and in that repair was increased to 431 feet, its present height. Appeal Summary: On July 15, 1998, Paul Flynn d/b/a Air Comm of Avon L.L.C. applied to the Zoning Board of Appeals for the following relief: Appeal No. 1998-92 -Appeal Decision of Building Commissioner The applicant is appealing the Building Commissioner's denial, dated June 18, 1998, of the Emergency Building Permit Application filed by the applicant with the Building Commissioner on April 17, 1998.. Summary of Events: In June of 1996, the applicant requested an Emergency Building Permit to rebuild the tower, due to its structural integrity, at the same height of 431 feet and at a distance approximately 40 feet from the existing tower. For safety reasons, an Emergency Building Permit(No..16186)was issued. On September.30, 1996, the Building Commissioner amended Building permit No. 16186 to allow the tower to be rebuilt to its current height of 431' but limiting its use to the first 220' only. The applicant Zoning Board of Appeals-Decision and Notice Appeal No. 1998-92-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner appealed this decision in Appeal No. 1996-158, which resulted in the Zoning Board of Appeals upholding the Building Commissioner's decision. The applicant subsequently appealed the Zoning Board of Appeal's decision to the Massachusetts Land Court. On January 03, 1997, the Building Commissioner informed the applicant of the following: 1 The new Cape Cod Commission Development of Regional.Impact(DRI)threshold for wireless towers applied to the applicant's request for an Emergency Building Permit to rebuild the tower. 2 The Building Permit issued on June 28, 1996(Building Permit No. 16186) is rescinded. 3 The applications to the Zoning Board of Appeals would have to be suspended during the Cape Cod Commission review(aft: January 03, 1998 letter from Building Commissioner). On January 13, 1997, Attorney Myer Singer responded to the Building Commissioner's letter of January 3rd, questioning his rescinding of the Building permit of June 28, 1996 and the referral of the project to the Cape Cod Commission. On January 17, 1997, the Building Commissioner responded to Mr. Singer's letter and stated he believed the applicant did not have legal pre-existing nonconforming rights above 220', therefore, he could not reverse the actions of his January 3, 1997 letter. He stated if the structure is razed, as proposed by the applicant, it could only be rebuilt to a height of 220 feet. The applicant appealed these decisions of the Building Commissioner in Appeal No. 1997-33, which resulted in the Zoning Board of Appeals upholding the Building Commissioner. The applicant then appealed this decision of the Zoning Board of Appeals to i .the Massachusetts.Land Court. Cape Cod Commission DRI Referral On December 30, 1996 the Barnstable County Assembly of Delegates and the County Commissioners approved a new Development of Regional Impact(DRI)threshold for the construction of wireless communication towers. That new threshold provided that any wireless communication tower exceeding 35 feet was subject to Commission review as a DRI (attn: January 6,1997 Cape Cod Commission Memorandum, Barnstable County Assembly Ordinance 96-11). On January 07, 1997, the Cape Cod Commission formally accepted the referral of the Tower as a DRI under its new thresholds (attn: January 13, 1997 letter from the Cape Cod Commission to Flynn). The date of acceptance is the date upon which all local permitting was suspended. On August 13, 1997, Barnstable County adopted an ordinance which amended the DRI threshold pertaining to wireless communications towers. The Flynn Tower no longer was a mandatory DRI (attn: August 13, 1997 letter from the Cape Cod Commission). On October 14, 1997, the Town referred Appeal Nos. 1997-08 and 1997-09 to the Cape Cod Commission as a discretionary DRI and on October 23, 1997, the Commission accepted the Town's referral (attn: October 14&28, 1997 letters). During this period, the time frames for local review had resumed and again were suspended when the Commission formally accepted the Town's referral. On July 2, 1998, the Cape Cod Commission rendered a decision (DR97023) on the Flynn Tower in which the Commission voted to deny without prejudice the application of Paul Flynn for a Development of Regional Impact approval (attn: July 6, 1998 letter and decision from the Cape Cod Commission). The Commission found that the applicant failed to comply with procedures of.the Cape Cod Commission Act and Commission regulations requiring submission of a completed application. As a direct result of the Commission's final decision, the time frames for local review of Appeal Nos. 1997-08 and 1997-09 resumed as of July 2, 1998. Decision of Land Court On July 24, 1998, the Commonwealth of Massachusetts Land Court(Department of the Trial Court) rendered a decision on the Cross-Motions for Summary Judgment regarding Flynn et al v. Zoning Board of Appeals(Case Nos. 236141 and 239029). Case No. 236141 involves the Building Commissioner's amendment of the 1996 building permit, by which he stated the Flynns may replace the tower, but may use only the bottom 220 feet of the replacement. Case No. 239029 involves the Building Commissioner's 2 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-92-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner letters of January 3, 1997 and January 17, 1997, in which he rescinded the 1996 permit altogether but allowed the Flynns to apply for a building permit to construct a replacement tower up to 220 feet. In Case No. 236141, the Court entered summary judgment in the Board's favor on all counts. This case has been dismissed. In Case No. 239029, the Court entered summary judgment in the Board's favor on all counts except Count IV, which involves the Federal Telecommunications Act. On this count, the Court found that the facts were insufficient to decide the issue and that it would have to be resolved at trial. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 16, 1998. An extension of time to November 30, 1999 for filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and.notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened'August 12, 1998 and continued to November 18, 1998, February 17, April 21, May 5;May 26, June 16, June 30, and October 13, 1999, at which time the Board, per request of the applicant, granted a withdrawal with prejudice. Hearing Summaries: August 12, 1998 Hearing: Board Members hearing this appeal were Gene Burman, Richard Boy, Ron Jansson, David Rice, and Chairman Emmett Glynn. Paul P. Flynn represented himself before the Board. At the start of this hearing, Emmett Glynn read a letter submitted by Paul Flynn (under the letterhead AirComm-of Avon LLC) dated August 12, 1998 addressed to Emmett Glynn, Chairman. It reads, "I hereby request a postponement of the hearings on Numbers 1997-08, 1997-09, 1998-91 1998,92, and 1998-93 to the next available date, which I understand is in November. I hereby consent to extend the Statutory time for any required decision to and including November 30, 1998, neither party waiving its claim or defenses pertaining to my contentions in earlier litigation that Number 1997-08 and 1997-09 have allegedly been constructively granted." The letter is signed "AirComm of Avon, LLC and Paul P. and Sandra M. Flynn and by Paul P. Flynn"with the signature of Paul P. Flynn. The Board was concerned that the decision needed to be made by November 30, 1998 and asked Mr. Flynn if he would be willing to extend the time. He stated he was amicable to extend the time frame when the decision is due until no later than December 31, 1998. The Board asked the Building Commissioner if the hearings were extended, did he have any concerns regarding the safety of the tower. He stated he is"concerned with the structural stability of the tower." The Board asked about the stability of the tower in view of.hurricane season being upon us now. The Building Commissioner stated "there is a risk." The most recent engineer's report says the tower is "questionable beyond certain wind velocities." Without the report in front of him, the Building Commissioner stated he"thought it was beyond hurricane strength wind."'He also stated that if the tower failed, it would come"straight down" because of the guy wires. He is of the belief, that it will spiral down from within so there is no threat to lives or property unless they are standing directly under the tower. There was a discussion between the Board Members and Mr. Flynn about the agreement to extend these hearings and the agreement as to when the decision is due. It was agreed by all parties to extend the hearings until November 18, 1998 at 7:30 PM and the decisions are due no later than December 31, 1998. The proper documents were signed by Mr. Flynn and Chairman Emmett Glynn. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to November 18, 1998 at 7:30 PM. November 18, 1998 Hearing: Board Members hearing this appeal were Ron Jansson, Gene Burman, Richard Boy, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Myer Singer represented the applicant. Board Member Ron 3 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-92-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Jansson disclosed that in his private law practice he is representing a client who is interested in purchasing a business where Attorney Singer represents the seller. The property is not in the Town of Barnstable. Mr. Jansson felt he could act impartially on this matter but would step down if anyone felt there might be a conflict or an appearance of a conflict. Both the Board Members and Attorney Singer agreed that this disclosure would not constitute a conflict. A letter dated November 18, 1998 from Attorney Singer was read into the record. Mr. Singer is requesting extension of the hearing for this appeal to a date after December 31, 1998. Assistant Town Attorney Ruth Weil addressed the Board and reported there is now litigation pending on seven cases in four courts within the State involving this tower. In her opinion, a continuance would not prejudice the Town's rights in any of the litigation. Before the Board made a motion to continue, Chairman Emmett Glynn asked Mr. Singer if he would acknowledge that in granting this continuance, the Zoning Board of Appeals assumes the petitioner accepts responsibility for the structural integrity of the tower for the period of the continuance. Mr. Singer agreed the owner of the tower is always responsible for it. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to February 17, 1999 at.7:30.PM. February 17, 1999 Hearing: Attorney Singer requested this matter be continued to a date in the future. The applicant would request April 21, 1999 if the Board would consider a further continuance. Attorney Singer will sign any necessary . extensions. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to April 21, 1999 at 7:30 PM. April 21, 1999 Hearing: Attorney Singer represented the applicant and requested this matter be continued to a meeting date in May with the expectation that this matter may finally be resolved. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to May 05, 1999 at 8:45 PM. May 5, 1999 Hearing: Attorney Singer requested this matter be continued to May 26th with the hope that the matter can be settled at that time. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to May 26, 1999 9:00 PM. May 26, 1999 Hearing: Attorney Singer requested this matter be continued to June 16th. Additional time is needed to work on the wording of the proposal to be submitted to the Zoning Board of Appeals. The Board decided to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998- 91, Appeal Number 1998-92, and Appeal Number 1998-93 to June 16, 1999 @ 9:00 PM. June 16, 1999 Hearing.- Board Members hearing.this appeal on June 16, 1999 were Ron Jansson, Gail Nightingale, Gene Burman, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Andrew Singer represented the applicant. Attorney Singer requested this matter be continued to June 30th. Issues are still being discussed with the Town's Legal Department. 4 r Zoning Board of Appeals-Decision and Notice Appeal No. 1998-92-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner The Board requested that an extension of time be signed. Attorney Singer stated he did not know if he has the authority to sign an extension on behalf of the applicant. It was suggested that he call the applicant to get an answer or the Board may have to hear the appeals tonight. Attorney Myer Singer.arrived and addressed the Board. He stated he does have the authority to sign an extension to July 14th only. The Board was concerned that this may not be enough time to clock-in the decisions. Attorney Singer stated the Board has the authority to deny these appeals if they feel at the June 30th hearing that there is not sufficient time. Assistant Town Attorney Ruth Weil addressed the Board. She stated that the legal staff has been working in good faith with the applicant and expects to be done by July 14th. The Board recessed to allow Attorney Singer time to contact his client about signing an extension: Upon reconvening, Attorney Myer Singer agreed to sign an extension to July 28, 1999. The Board decided to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998- 91,Appeal Number 1998-92, and Appeal Number 1998-93 to June 30, 1999 @ 9:30 PM. June 30, 1999 Hearing: Board Members hearing this appeal on June 30, 1999 were Ron Jansson, Richard Boy, Gail Nightingale, Gene Burman, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Singer represented the applicant. A motion was duly made and seconded to concur with the settlement as proposed by the Town Manager with advice from the Town Attorney. It should be noted that this decision should not be construed by the public that the Zoning Board of Appeals viewed any incentives that may have been offered to the Town. This vote is merely to authorize the Town Manager to enter into an agreement to settle the litigation. The Vote was as follows: AYE: Gene Burman, Ron Jansson, Richard Boy, Tom DeRiemer, and Chairman Emmett Glynn NAY: Gail Nightingale October 13, 1999 Hearing: Board Members hearing this appeal were Ron Jansson, Gail Nightingale, Richard Boy, Thomas DeRiemer, and Chairman Emmett Glynn. Chairman Emmett Glynn explained the Board is in receipt of two Stipulations for Judgment for the Flynn Tower. These Stipulations for Judgment now settle Appeal Number 1997-08 and Appeal Number 1997- 09. Chairman Emmett Glynn read a letter dated September 29, 1999 from Attorney Singer requesting that Appeal Number 1998-92 be allowed to be withdrawn with prejudice. Decision: At the hearing of October 13, 1999, per request of the applicant, a motion was duly made and seconded to allow Appeal Number 1998-92 to be withdrawn with prejudice. The Vote was as follows: AYE: Tom DeRiemer, Richard Boy, Ron Jansson, and Chairman Emmett Glynn NAY: Gail Nightingale A motion was duly made and seconded to have all the minutes of the executive sessions as they relate to the"Flynn Tower" be transcribed and made a part of the Zoning Board of Appeals public records for Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93. The Vote was as follows: AYE: Ron Jansson, Tom DeRiemer, Richard Boy, Gail Nightingale, and Chairman Emmett Glynn NAY: None 5 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-92-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Order: Appeal Number 1998-92 has been Withdrawn With Prejudice. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this 1(0 da of ( under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 6 SINE BARNMOM MAML ��,•��� `99 U."26 P 1_ :4 7_ - Town of Barnstable THIS DOCUMENT HAS Zoning Board of Appeals NOT BEEN RECORDED , Decision - Notice of Withdrawal FILE COPY ONLY! Appeal Number 1998-93-Paul Flynn d/b/a Air Comm of,., _---- Appeal Decision of Building Commissioner Summary: Withdrawn With Prejudice Applicant: Paul Flynn d/b/a Air Comm of Avon L.L.C. Property Address: 749 Oak Street,West Barnstable Assessor's Map/Parcel: Map 215, Parcels 015-1,015-2&019 Area: 36.31 acres Zoning: RF Residential F Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The tower was first permitted in 1969 by the issuance of an Accessory Use (Section P-8 of the 1969 Zoning Bylaw) Special Permit No. 1969-58 by the Zoning Board of Appeals on October 21, 1969. That permit was issued to allow a 220 foot high tower and an 8 by 8 foot shed to be accessory to Donald P. Moore d/b/a/Cape Cod Broadcasting (a Radio Station). The permit granted was specific in citing "an accessory use on a lot separate from that of the principal use." The site for the Tower was an approximately 156,000 sq.ft. lot fronting 300 feet on Oak Street by approximately 520 feet deep. The location of the tower was limited to a 200 foot square portion of the lot located on the southeast portion of the lot. Today the locus appears to be both Lots 15 -1 and 15-2. Some time between July of 1970 and July of 1971, the tower was expanded in height to 317 feet as cited in the Federal Communication Commission Licenses issued to Cape Cod Broadcasting Company, Inc. According to a March 21, 1996 letter from Attorney Singer to the Building Commissioner, the tower was expanded in December 1970 and January 1971. In March of 1982, the tower was again increased to 370 feet which was reviewed by the Old Kings Highway Historic District Commission. In September of 1992, the tower was repaired and in that repair was increased to 431 feet, its present height. Appeal Summary: On July 15, 1998, Paul Flynn d/b/a Air Comm of Avon L.L.C. applied to the Zoning Board of Appeals for the following relief. Appeal No. 1998-93 -Appeal Decision of Building Commissioner The applicant is appealing the Building Commissioner's order, dated June 18, 1998, to take down the applicant's communication tower instead of approving the Emergency Building Permit Application filed by the applicant with the Building Commissioner on April 17,.1998 to repair the communications tower. Summary of Events: In June of 1996, the applicant requested an Emergency Building Permit to rebuild the tower, due to its structural integrity, at the same height of 431 feet and at a distance approximately 40 feet from the existing tower. For safety reasons, an Emergency Building Permit(No. 16186)was issued. Zoning Board of Appeals-Decision and Notice Appeal No. 1998-93-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner On September 30, 1996, the Building Commissioner amended Building permit No. 16186 to allow-the tower to be rebuilt to its current height of 431' but limiting its use to the first 220'only. The applicant appealed this decision in Appeal No. 1996-158, which resulted in the Zoning Board of Appeals upholding the Building Commissioner's decision. The applicant subsequently appealed the Zoning Board of Appeal's decision to the Massachusetts Land Court. On January 03, 1997, the Building Commissioner informed the applicant of the following: 1 The new Cape Cod Commission Development of Regional Impact(DRI)threshold for wireless towers applied to the applicant's request for an Emergency Building Permit to rebuild the tower. 2 The Building Permit issued on June 28, 1996 (Building Permit No. 16186) is rescinded. 3 The applications to the Zoning Board of Appeals would have to be suspended during the Cape Cod Commission review(aft: January 03, 1998 letter from Building Commissioner). On January 13, 1997,Attorney Myer Singer responded to the Building Commissioner's letter of January 3rd, questioning his rescinding of the Building permit of June 28, 1996 and the referral of the project to the Cape Cod Commission. On January 17, 1997, the Building Commissioner responded to Mr. Singer's letter and stated he believed the applicant did not have legal pre-existing nonconforming rights above 220', therefore, he could not reverse the actions of.his January 3, 1997 letter. He stated if the structure is razed, as proposed by the applicant, it could only be rebuilt to a height of 220 feet. The applicant appealed these decisions of the Building Commissioner in Appeal No. 1997-33, which resulted in the Zoning Board of Appeals upholding the Building Commissioner. The applicant then appealed this decision of the Zoning Board of Appeals to the Massachusetts Land Court. Cape Cod Commission DRI Referral On December 30, 1996 the Barnstable County Assembly of Delegates and the County Commissioners approved a new Development of Regional Impact(DRI)threshold for the construction of wireless communication towers. That new threshold provided that any wireless communication tower exceeding 35 feet was subject to Commission review as a DRI (attn: January 6,1997 Cape Cod Commission Memorandum, Barnstable County Assembly Ordinance 96-11). On January 07, 1997, the Cape Cod Commission formally accepted the referral of the Tower as a DRI under its new thresholds (attn: January 13, 1997 letter from the Cape Cod Commission to Flynn). The date of acceptance is the date upon which all local permitting was suspended. On August 13, 1997, Barnstable County adopted an ordinance which amended the DRI threshold pertaining to wireless communications towers. The Flynn Tower no longer was a mandatory DRI (attn: August`13, 1997 letter from the Cape Cod Commission). On October 14, 1997, the Town referred Appeal Nos. 1997-08 and 1997-09 to the Cape Cod Commission as a discretionary DRI and on October 23, 1997, the Commission accepted the-Town's referral (attn: October 14&28, 1997 letters). During this period, the time frames for local review had resumed and again were suspended when the Commission formally accepted the Town's referral. On July 2, 1998, the Cape Cod Commission rendered a decision (DR97023) on the Flynn Tower in which the Commission voted to deny without prejudice the application of Paul Flynn for a Development of Regional Impact approval (attn: July 6, 1998 letter and decision from the Cape Cod Commission). The Commission found that the applicant failed to comply with procedures of the Cape Cod Commission Act and Commission regulations requiring submission of a completed application. As a direct result of the Commission's final decision, the time frames for local review of Appeal Nos. 1997-08 and 1997-09 resumed as of July 2, 1998. Decision of Land Court On July 24, 1998, the Commonwealth of Massachusetts Land Court(Department of the Trial Court) rendered a decision on the Cross-Motions for Summary Judgment regarding Flynn et al v. Zoning Board of Appeals(Case Nos. 236141 and 239029). Case No. 236141 involves the Building Commissioner's amendment of the 1996 building permit, by which he stated the Flynns may replace the tower, but may 2 Zoning Board of Appeals-Decision and Notice Appeal No.1998-93-Paul Flynn d/b/a Air Comm of Avon L.L.C. i Appeal Decision of Building Commissioner use only the bottom 220 feet of the replacement. Case No. 239029 involves the Building Commissioner's letters of January 3, 1997 and January 17, 1997, in which he rescinded the 1996 permit altogether but allowed the Flynns to apply for a building permit to construct a replacement tower up to 220 feet. In Case No. 236141, the Court entered summary judgment in the Board's favor on all counts. This case has been dismissed. In Case No. 239029, the Court entered summary judgment in the Board's favor on all counts except Count IV, which involves the Federal Telecommunications Act. On this count, the Court found that the facts were insufficient to decide the issue and that it would have to be resolved at trial. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 16, 1998. An extension of time to November 30, 1999 for filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 12, 1998 and continued to November 18, 1998, February 17, April 21, May 5, May 26, June 16, June 30, and October 13, 1999, at which time the Board, per request of the applicant, granted a withdrawal with prejudice. Hearing Summaries: August 12, 1998 Hearing: Board Members hearing this appeal were Gene Burman, Richard Boy, Ron Jansson, David Rice, and Chairman Emmett Glynn. Paul P. Flynn represented himself before the Board. At the start of this hearing, Emmett Glynn read a letter submitted by Paul Flynn (under the letterhead AirComm of Avon LLC) dated August 12, 1998 addressed to Emmett Glynn, Chairman. It reads, "I hereby request a postponement of the hearings on Numbers 1997-08, 1997-09, 1998-91.1998,92, and 1998-93 to the next available date, which I understand is in November. I hereby consent to extend the Statutory time for any required decision to and including November 30, 1998, neither party waiving its claim or defenses pertaining to my contentions in earlier litigation that Number 1997-08 and 1997-09 have allegedly been constructively granted." The letter is signed"AirComm of Avon, LLC and Paul P. and Sandra M. Flynn and by Paul P. Flynn"with the signature of Paul P. Flynn. The Board was concerned that the decision needed to be made by November 30, 1998 and asked Mr. Flynn-if he would be willing to extend the time. He stated he was amicable to extend the time frame when the decision is due until no later than December 31, 1998. The Board asked the Building Commissioner if the hearings were extended, did he have any concerns regarding the safety of the tower. He stated he is"concerned with the structural stability of the tower." The Board asked about the stability of the tower in view of hurricane season being upon us now. The Building Commissioner stated "there is a risk." The most recent engineer's report says the tower is "questionable beyond certain wind velocities." Without the report in front of him, the Building Commissioner stated he"thought it was beyond hurricane strength wind." He also stated that if the tower failed, it would come"straight down" because of the guy wires. He is of the belief, that it will spiral down from within so there is.no threat to lives or property unless they are standing directly under the tower. There was a discussion between the Board Members and Mr. Flynn about the agreement to extend these hearings and the agreement as to when the decision is due. It was agreed by all parties to extend the hearings until November 18, 1998 at 7:30 PM and the decisions are due no later than December 31, 1998. The proper documents were signed by Mr. Flynn and Chairman Emmett Glynn. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to November 18, 1998 at 7:30 PM. November 18, 1998 Hearing: Board Members hearing this appeal were Ron Jansson, Gene Burman, Richard Boy, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Myer Singer represented the applicant. Board Member Ron 3 L i Zoning Board of Appeals-Decision and Notice Appeal No. 1998-93-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Jansson disclosed that in his private law practice he is representing a client who is interested in purchasing a business where Attorney Singer represents the seller. The property is not in the Town of Barnstable. Mr. Jansson felt he could act impartially on this matter but would step down if anyone felt there might be a conflict or an appearance of a conflict. Both the Board Members and Attorney Singer agreed that this disclosure would not constitute a conflict. A letter dated November 18, 1998 from Attorney Singer was read into the record. Mr. Singer is requesting extension of the hearing for this appeal to a date after December 31, 1998. Assistant Town Attorney Ruth Weil addressed the Board and reported there is now litigation pending on seven cases in four courts within the State involving this tower. In her opinion, a continuance would not prejudice the Town's rights in any of the litigation. Before the Board made a motion to continue, Chairman Emmett Glynn asked Mr. Singer if he would acknowledge that in granting this continuance, the Zoning Board of Appeals assumes the petitioner accepts responsibility for the structural integrity of the tower for the period of the continuance. Mr. Singer agreed the owner of the tower is always responsible for it. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to February 17, 1999 at 7:30 PM. February 17, 1999 Hearing: Attorney Singer requested this matter be continued to a date-in the future. The applicant would request April 21, 1999 if the Board would consider a further continuance. Attorney Singer will sign any necessary extensions. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09; Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to April 21, 1999 at 7:30 PM. April 21, 1999 Hearing: Attorney Singer represented the applicant and requested this matter be continued to a meeting date in May with the expectation that this matter may finally be resolved. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93 to May 05, 1999 at 8:45 PM. May 5, 1999 Hearing: Attorney Singer requested this matter be continued to May 26th with the hope that the matter can be settled at that time. The Board voted to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal,Number 1998-93 to May 26, 1999 9:00 PM. May 26, 1999 Hearing: Attorney Singer requested this matter be continued to June 16th. Additional time is needed to work on the wording of the proposal to be submitted to the Zoning Board of Appeals. The Board decided to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998- 91, Appeal Number 1998-92, and Appeal Number 1998-93 to June 16, 1999 @ 9:00 PM. June 16, 1999 Hearing: Board Members hearing this appeal on June 16, 1999 were Ron Jansson, Gail Nightingale, Gene Burman, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Andrew Singer represented the applicant. Attorney Singer requested this matter be continued to June 30th. Issues are still being discussed with the Town's Legal Department. 4 I I Zoning Board of Appeals-Decision and Notice Appeal No. 1998-93-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner The Board requested that an extension of time be signed. Attorney Singer'stated he did not know if he has the authority to sign an extension on.behalf of the applicant. It was suggested that he call the applicant to get an answer or the Board may have to hear the appeals tonight. Attorney Myer Singer arrived and addressed the Board. He stated he does have the authority to sign an extension to July 14th only. The Board was concerned that this may not be enough time to clock-in the decisions. Attorney Singer stated the Board has the authority to deny these appeals if they feel at the June 30th hearing that there is not sufficient time. Assistant Town Attorney Ruth Weil addressed the Board. She stated that the legal staff has been working in good faith with the applicant and expects to be done by July 14th. The Board recessed to allow Attorney Singer time to contact his client about signing an extension. Upon reconvening, Attorney Myer Singer agreed to sign an extension to July 28, 1999. The Board decided to continue Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998- 91.,Appeal Number 1998-92, and Appeal Number 1998-93 to June 30, 1999 @ 9:30 PM. June 30, 1999 Hearing: Board Members hearing this appeal on June 30, 1999 were Ron Jansson, Richard Boy, Gail Nightingale, Gene Burman, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Singer represented the applicant. A motion was duly made and seconded to concur with the settlement as proposed-by the Town Manager with advice from the Town Attorney. It should be noted that this decision should not be construed by the public that the Zoning Board of Appeals viewed any incentives that may have been offered to the Town. This vote is merely to authorize the Town Manager to enter into an agreement to settle the litigation. The Vote was as follows: AYE: Gene Burman, Ron Jansson, Richard Boy, Tom DeRiemer, and Chairman Emmett Glynn NAY: Gail Nightingale October 13, 1999 Hearing: Board Members hearing this appeal were Ron Jansson, Gail Nightingale, Richard Boy, Thomas DeRiemer, and Chairman Emmett Glynn. Chairman Emmett Glynn explained the Board is in receipt of two Stipulations for Judgment for the Flynn Tower. These Stipulations for Judgment now settle Appeal Number 1997-08 and Appeal Number 1997- 09. Chairman Emmett Glynn read a letter dated September 29, 1999 from Attorney Singer requesting that Appeal Number 1998-93 be allowed to be withdrawn with prejudice. Decision: At the hearing of October 13, 1999, per request of the applicant, a motion was duly made and seconded to allow Appeal Number 1998-93 to be withdrawn with prejudice. The Vote was as follows: AYE: Tom DeRiemer, Richard Boy, Ron Jansson, and Chairman Emmett Glynn NAY: Gail Nightingale A motion was duly made and seconded to have all the minutes of the executive sessions as they relate to the"Flynn Tower" be transcribed and made a part of the Zoning Board of Appeals public records for Appeal Number 1997-08, Appeal Number 1997-09, Appeal Number 1998-91, Appeal Number 1998-92, and Appeal Number 1998-93. The Vote was as follows: AYE: Ron Jansson, Tom DeRiemer, Richard Boy, Gail Nightingale, and Chairman Emmett Glynn NAY: None 5 Zoning Board of Appeals-Decision and Notice Appeal No. 1998-93-Paul Flynn d/b/a Air Comm of Avon L.L.C. Appeal Decision of Building Commissioner Order: Appeal Number 1998-93 has been. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairma Date.Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of +JL��under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 6 l L-- E: James B. Malless,AICP Wireless Planning Services, LLC 845 Mississippi Ave., Lakeland, FL 33801 Ph.863-602-8485 Fax 863-699-5176 August 9,2002 Mr.Thomas Perry, Building Commissioner Town of Barnstable, MA Town Administration Buildings 200 Main Street Hyannis, MA 02601 o f'(- RE: Pinnacle Tower on.Oak Street Dear Mr. Perry: - Attached is the affidavit required by the Memorandum of Understanding Item#6. Please share a copy with Arthur Traczyk and Ruth Weil. Thank you for your assistance in this matter. If you have any questions, please call me at 863-602- 8485. Sincerely: James B. Maliess,AICP For Pinnacle Towers Inc. N '� i P I N N A C L E Towers Inc This affidavit satisfies Condition#6 of the Memorandum of Understanding. I, insert Name p ASl, qtoer asa representative.of Pinnacle Towers Inc. do swear under.oath that no.antennas have been added to.the located at 749 Oak Street,West Barnstable,MA since.June 30, 1999 and that the phbtos show the tower as of June 30, 1999.. �►�15� .�QT S`�Qut� �(� 1�C� VU, Name,Title n&JlQate ' STATE OF FLORIDA ). ss.: COUNTY OF SARASOTA ) ,� zoaz The foregoing instrument was acknowledged before me this ( day of 24ft by w is ersonally. known to me or who produced identification san C Swett su NOTARY PUBLIC My Commission DD085186 �,t moires November 2o,2OGS Print Name: a j � V v OF IV My.Commission Expires: (seal) i 3.01:North Cattlemen Road Sarasota Florida 34232 818 748-3.482 941 364 8886 fax 941 364 8761 pinnacletowers.com j Y B. t - BARNSTABLE MA TOWER MAP../LOADING O THE NOTES SECTION INCLUDES CONTACT INFORMATION AND OWNER CHANGE INFORMATION �©SITE#0236-002 TENANT RF FUNCTION TAG# LINE SIZE ANTENNA TYPE LEG HGT NOTES AIRTOUCH TX 18 7/8 12'DIPOLE AB FACE 200 Airtouch Paging RX 47 12 YAGI 6'ELEMENTS C LEG 86 P.O.Box 280868 East Harford CT 05105 ARCH TX 25 7/8 OB609-12 OMNI A LEG 178 Arch Communications SAT RX 68 1/4' SAT DISH ON ROOF N/A N11 1800 west Park Drive,Westborough,MA-01581 ARCH TX 10 1 1/4 DB809 12 OMNI A LEG 224 Arch Communications SAT RX 68 1/4" SAT DISH ON ROOF WA N/A 1800 west Park Drive,Westborough,MA-01581 ARCH RX 91 1/2 YAGI C LEG 310 Arch Communications TX TX COMB 1/2' 1800 west Park Drive,Westborough,MA-01581 ARCH RX 40 1/2 DB 212 A LEG 124 Arch Communications TX 23 12 6'DIPOLE C LEG 188 1800 west Park Drive,Westborough,MA-01581 - ARCH TX 22 1 5/8 OBB09 12'ONMI C LEGT 195 Arch Communications SA TRX 68 1/4" SAT DISH ON ROOF N/A N/A 11800 west Park Drive,Westborough,MA-01681 - ARCH TX 18 1 1/4 ANTEL BCD87010 114'OMNI) A LEG 215 Arch Communications SAT RX 68 1/4" SAT DIH ON ROOF N/A N/A 1800 west Park Drive.Westborough,MA-01581 ARCH TX/RX 65 1/2 10'OMNI AC STAR MOUNT 250 Arch Communicatlons RX 86 1/2 10'OMNI AC STAR MOUNT 250 11800 west Park Drive,Westborough,MA-01581 BFI#1 TX/RX 49 12 PARABOLIC DISH 4' C LEG 64 BFI Alin Glenn-Prada 61 Commonwealth Ave.,South Yarmouth,MA 01581 BFI#2 TX TO PTI TX COMBINER BFI Alin Glenn Prada RX TO PTI RX M/C 61 Commonwealth Ave.,South Yarmouth,MA 01581 TX RX 71 1 1/4 PANEL ANTENNA 4' A LEG 240 TX RX 72 1 1/4 PANEL ANTENNA 4' A LEG 240 Southwestern Bell Mobile Systems,DBA Cellular One 'TX RX 73 1 1/4 PANEL ANTENNA 4' A LEG 240 Alin Pali Sanr TX RX 74 1 1/4 PANEL ANTENNA 4' A LEG 240 100 Lowder Brook Dr. TX RX 75 1 1/4 PANEL ANTENNA 4' B LEG - 240 Westwood,MA 02090 TX RX 76 1 1/4 PANEL ANTENNA 4' B LEG 240 SOUTHWESTERN BELL DBA TX RX 77 1 1/4 PANEL ANTENNA 4' 8 LEG 2qp CELLULAR ONE TX RX 78 1 1/4 PANEL ANTENNA 4' B LEG 24p ' TX RX 79 1 1/4 PANEL ANTENNA 4' C LEG 240 - TX RX 80 1 1/4 PANEL ANTENNA 4' C LEG 240 TX RX 81 1 114 PANEL ANTENNA 4' C LEG 240 TX RX 82 1 1/4 PANEL ANTENNA 4' C LEG 240' - TX RX 83 1 1/4 DIRECT ARRAY C LEG 240 TX RX 84 1 1/4 4'OMNI C LEG, 245 MICROWAVE HOP 37 EW90 4'DISH C LEG 140' - MICROWAVE HOP 38 EW90 '4'DISH A LEG 131 MICROWAVE HOP 39 EW90 6'DIAH C LEG 131 ' MICROWAVE HOP 34 EW52 6'DIAH C LEG 148 - CH67 TX 69 2 1/4 BOGNER AC FACE 290 1 Paxson Communications 601 Clearwater Park Road,West Palm Beach,FL 33401 FED EX TX PTI TX COMBINER Federal Express,Alin Gloria Henley RX PTI RX MIC 2847 Business Park,Memphis,TN 38118 HYANNIS RADIO TX 8 1/2 3 EA PANEL ANT(2'Hxl'Dx 2W) AB;BC;AND CA FACE 350 Radlo Hyannis,Ain Maureen Makkay STL 30 PARABOLIC DISH 4' B LEG 168 154 Barnstable Road,Hyannis,MA 02601 INDUSTRIAL COMM#1 TX PTI TX COMBINER Industrial Communications,Alin Mike Umano RX 92 1/2' 10'OMNI B LEG 310 40 Lone St.,Marshflel,MA 02050 INDUSTRIAL COMM#.2 TX PTI TX COMBINER Industrial Communications,Alin Mike Umano RX 92 12' SAME AS ABOVE ANT SHARED 40 Lone St.,Marshfiel,MA 02050 MAP MOBILE TX 7 1 1/4 6'OMNI A LEG 384 Map Mobile,Alin Pally Hoskins SAT RX 53 1/4 SAT DISH B LEG 41 840 Greenbrier Circle,Chesapeake,VA 23320 ' METROCALL TX - 5 1 1/4 D8809 12'OMNI C LEG 364 Melrocall,Alin John Ola - SAT RX 57 1/4 SAT DISH B LEG 25 16677 Richmond Hwy.,Alexandria VA 22308 _ r `PACTEL - TX 13 1 5/8" CELWAVE OMNI 1110-9 12'OMNI B LEG SAT RX(DUAL FEED), 59,60 1/4 DUAL LNB SAT DISH ( ) 1 18 122Ver1 M Wireless,Alin Site Lease X 75 B LEG 21 1221 Merit Dr.,Suite 800.Della,TX 75251 TX 009 1 1/4 OMNI 12' A LEG 324 Arch Communications PAGENET RX 52 7/8 YAGI 4' CLEG 61 1800 west Park Drive,Westborough,MA•01581 SAT RX DUAL FEED)- 54,55 1/4 DUAL LNB SAT DISH B LEG 33 PREFERRED NETWORKS TX 11 7/8 10'OMNI B LEG 224 Preferred Networks SAT.RX 66 1/4 SAT DISHON ROOF 850 Center Way,Norcross,GA 30071 PTI TX COMBINER 88 7/8 14'OMNI AC STAR MOUNT 250 PTI,Alin Mike Polvin PTI RX MUX 6 7/8 CELWAVE 10017-7 14'OMNI C LEG PTI ( ) 364 301 N.Cattleman MOBILE Sarasota,FL 34232 TX COMBINER 4 1 1/4 CELWAVE 10017-7 14'OMNI B LEG 385 PTI BOUGHT MOBILE COM RADSCAN TX RX 87 1 1/4 5`OMNI BC STAR MOUNT 250 Radscan,Alin Tom Karadenas 171 Eileen We,S ssel,NY 11791 STANDBY ANTENNA 26S 3' - 2 BAY FM ANT 14'LONG B LEG 198 212 SANDAB STL 21 7/8 PARABOLIC DISH 4' 8 LEG 198 Sanab Communications,Alin Gloria Corsoro MAIN ANTENNA 26M 3- •6 BAY FM ANT(57'LONG) B LEG 307 TO 250 2201 Old Court Road,Baltimore,MD 21208 STL 41 7/8 W OMNI C LEG 106 - SHERIFF TX/RX 27 7/8 TDF6120A B LEG 167 ITown of Barnstable Police,Craig Tamash P.O.Box B,Hyannis.MA 02601 GPS 63 1/2 GPS ON ROOF Skytel,Alin Teresa Morgan SKYTEL 'TX 3 1 1/4 10'OMNI 366' AC FACE P.O.Box 2469 Jackson,MS 39225 SAT RX 62 1/4 DISH ON ROOF ' TX 90 1 1/4 OB589(14'ONMI) B LEG 320 Skylel,Alin Teresa Morgan ,SKYTEL RX 48 / Jackson,MS 39225 F- GPS 64 1 1/44 YAGI AC FACE 88 P.O.Box 2469 GPS ON ROOF SKYTEL TX 89 1 5/8 D8809 12'OMNI A LEG 243 Skytel,Alin Teresa Morgan SKYTEL RX 43 7/8 DB495 CORNER REFLECTOR C LEG 92 P.O.Box 2469 Jackson,MS 39225 GPS 65 1/4 GPS ON ROOF - Weblink Wireless,Alin Steve Mitchell WEBLINK WIRELESS TX COMBINED WITH OTHER WEBLINK EQUIPMENT 3333 Lee Wireless. s.Al Floor,Dallas,Mitchell 75219 RX COMBINED WITH OTHER WEBLINK EQUIPMENT WEBLINK BOUGHT PAGE MART TX RX 32 7/8 10'OMNI A LEG 142 WEBLINK WIRELESS. RX 33 7/8 10'OMNI B LEG 161 lWeblink Wireless,Ain Steve Mitchell TX 17 1 1/4 10'OMNI CLEG 216 3333 Lee Pkwy,121h Floor,Dallas,TX 75219 SAT RX 61 12 SAT DISH C LEG 22 WEBLINK BOUGHT PAGE MART WZBU TX 1 6' 30'MAST 380' TOP Paxson Communications STL 2 1/2 .YAGI ARRAY 375' C LEG 1601 Cle ater Park Road,West Palm Beach,FL 33401 PTI N/A 44 12 YAGI C LEG PTI 90 N/A 45 7/8 8'YAGI B LEG 88 PTI N/A 12 7/8 15'OMNI C LEG _ PTI N/A 93 1 1/4 20'OMNI ,222 222 A LEG PTI - N/A 56 1/4 SAT DISH 300 PTI 8 LEG 27 PTI,Alin Mike Polvin N/A 58 1/4 SAT DISH (DUAL WITH TAG 57 USED PTI WA ) C LEG 25 301 N.Cattleman RD.Sarasota,FL 34232 PTI - 20 7/8 PHELPS DODGE 220 OMNI CLEG 162 These are antenna;that PTI bought when PTI bought the N/A 94 7/8 12'OMNI C LEG 290 lower. Previous owners were Nextel,Radio Call Co PTI N/A 48 1/2 YAGI SC FACE 72 and Comm Site Internatlonai. mpany PTI N/A 14 7/8 DEAD LINE AT 220'AND ROOMIA NO ANT 220 PTI N/A 96 7/8 6'OMNI A LEG - . PTI N/A 97 2 1/4 DEAD IN ROOM 1C-NO ANT A LEG 285 265 PTI WA 35 1/2 D8809 12'OMNI A LEG 300 PTI N/A 51 RGB T OMNI BC FACE PTI 61 N/A 36 12 12'OMNI B LEG 142 PTI N/A 29 7/8 Daul yagl C LEG log PTI N/A 19 1/2 8'YAGI A LEG 201 PTI N/A 50 RG8 STARTS AT 65'8 ENDS AT 20' C LEG 20 TO 55' I 32- ,A o�' i Town of Barnstable RECEiP-r. a,►axsree�e, • „ASS 200 Main Street, Hyannis MA 02601 508-862-4038 sas¢ .� f0'10� Application for Building Permit Application No: TB-18-705 Date Recieved: 3/8/2018 Job Location: 749 OAK STREET(CENT./W.BARN),WEST BARNSTABLE Permit For: Building-Addition/Alteration-Commercial Contractor's Name: MARK J LUDWIG State Lic. No: CS-103065 Address: DANVERS, MA 01923 Applicant Phone: (617) 615-7991 (Home)Owner's Name: AIRCOMM OF AVON LLC Phone: (713)570-3000 (Home)Owner's Address: PMB 353, MCMURRAY,PA 15317 Work Description: Swapping/Adding Cellular Equipment to an existing cell tower. Total Value Of Work To Be Performed: $25,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have " been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Mark Ludwig 3/8/2018 (617)615-7991 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $25,000.00 Date Paid Amount Paid Cheek#or CC# Pay Type Total Permit Fee: $327.50 _......................._._.._....._._...._._.._......................................_......._...._..................................__......._..._...._..............._.....__._..__...._................... Total Permit Fee Paid: $0.00 ANY THIS zmNOTzA-PERMIT w g s 11-t �, x_�vlE, z .. aAl /to SHEET INDEX PROJECT SUMMARY 00 DESCRIPTION ° BARNSTABLE 111LE SLEET FA CLF xe• IOOOOOS9 a CFI+ERAL NDTFS _ q C2 DENERAL NOTES PACE I'- TRD �Sq C3 OVERALL 511E PLAN 749 OAK STREET C4 EMPMENT 511E PLANS�ftwvool a AOORrst• WEST BARNSTABLE.NA 02532 >I 6! C5 ELEVATION NEW CS ANTENNA ORIENTATIONBARNSTABLE at&t C7 EaAP11E11T DETAILSax COOReatA1� — CS SCHEMATIC. / I l7t�nE1f1� {t'41' N (HAD B3) a PLLAIewc dAfriAM A NOTES / L : 7c 2d 47.06 a.OB•w MAD a1) ��t SITE NAME MAIN OF BARNSTABLE •j,r..., BARNSTABLE M10PENTY DARER, CROW '` CORPORATE ORNE JOSLATE 101 FA SITE NUMBER Carla PARK NY 12M � �I�N 10000059 PROPERTY um �°�°� SLATE 101 �p T UfR1N PARK,NY 12D55 ; r'1✓`�EK` k�:� DRIVING DIRECTIONS CROWN CASTLE BU#: 55o oo�R ATE ROAD iRNRIGIIAM.MA 0I701 1. 1 AOW TarNn auu atA¢T. 87080 1 �>„ERIRE a. TUIN 1FNX DN Iff_]0 I%af/l'Oaa1LMi[NYO. PROJECT1 TAKE IWP RPR ION——RINYO pit01L a, wT 00r t4.TNQ NNM Alallr F(A 1-05 2WnVMr-ta IOM Tp1Na1 WE 95 RYAN DRIVE SATE 1 5,t srlwalr aNm 1-43 NOlfllw-,NdINA PACE ID: FAMMAM.MA 02767 a AT oar 7.rAIE Mar taaR FOA Ara calm 1aWlp rAR COD.7. m 1NWYIT antD Ro-r-a 3a a 1W RV � PETER tNIa1TACNE 1L r""�"".r".'.•r XfE a,AraR ONIO us_A r TBD (505)341_7854 io.r t&AT Oar A.1 RAW itiYO Ar-tM ITAatlD IIIAAR116 t1M.1/MfiT aONOAALE. �R- I t.AT AaAOAaaR.TALE M Oaf aNO IERYME A(VD. aN• 12.11AN t MR)ONI START. t "'°N`"ELT' SITE ADDRESS 103 IMMU LET SHAKER ROAD JIM- 749 OAK STREET AM waim �'NY 122os WEST BARNSTABLE,MA 02632 uFroexaaoMw (515)on-am FAs 10DOOD59 STRUCTURE TYPE CALL TIDLL^+IBEMAMMI-c= wrM BIxO CODE eawSTAM + 'T� BLRDNC OFFIMA S!CODE ADMASIRAlORS GUYED .Aa.r�-.,,era�. LM M Pumm COMM97L)B(1, LOCAL PUAIBIIODDE LOCAL LILALDNc CODE 741awLamEEr PROJECT TEAM OTY/CMM ORDIIAIM YMMMAINSTAI E MAO= RATIONAL ELECTRICAL ODDE(LATEST EDIia) F' LOCATION MAP ENGINEERS LICENSE 11INot ��♦CENTERLINE CASTLE I N F I N I GY 9 �"�Y COMFY THAT T THESE x �- ...777 E.AND THAT I 1NA ODI� PROFES�90N�E LAW THE ARED OR APPROVED BY f v c•twurtcw7l•r• CCCROWN LAWS OF THE STATE OF MASAOISETTS. � Etna lYrrwralrw Aa • EYY F t'• 95 RY-D"BYA•1 I Rgltr MA02M7 AbW.NY 122M OIIN:7a1.71SA725• F=414bIt•a15a 3CAflpaata Park,S1ALa 101 tiA M LICENSED ENGINEER-STATE OF NA4A4ASETiS ,A• '� - CMIDD Park,NY 12085 PROJECT MANAGER MLA PARTNER ENGINEER BE ��,,,,•, a i � +Y.wwM ' HANDICAP ACCESS REOIIRE)IE1/75 ARE NOT fEIXARFD. a•.AM tiek u Nvrao T^h!• ". ya�„,'y„ • REMOVE(3)PANEL ANTENNAS Rrr i..+. FACILITY IS LINMNINED AND NOT Fat IIUYAN HABITATION. REMOVE(5)RRUS-11 •Nan• �• _ APPROVALS y ' r i `Mt+ar. ti hA FACILITY HAS NO PL.IMBNO OR RFFRICERANTS AN TALL(B)PANEL ANTENNAS ATE tr AN (3)RMr-32 casmucTaN Mat. (,t '�^'•'•'•' • THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC INSTALL(3)RRUS-32 82 REGULATORY REOLARMENTS. TITLE SHE INSTALLBS srALL(3)RRVS-32 B Mry� AT&T PRO.ECT MOR t ALL NEW MATERIAL SHALL BE FLNNaSHED AND INSTALLED BY INSTALL(3)814 4478 Y .r..- p ,t 1 i_ • CONTRACTOR iBAtSS NOTED OTHERMSE.EMPMENT, INSTALL(2)DCS SWO.MTH(1)FIBER&(4)DC CABLES DATE ANTENNAS/RRU AND CABLES FLRhRSIED BY DINNER AND STYE AM INSTALLED BY CONTRACTOR. N.w. �:. DATE 511E DATER NAME/COMPANY: T7 TITLE. OVD 21. THE CD40M CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE S ALL WORK SMALL BE PERFORMED W ACCOOA42 WITH THE LATEST EIDTIOR 29. CONNECTORS FOR POYER CONDUCTOR&-CONTRACTOR SHALL USE PRESSURE FIRE EXTINWN9ERS MTN A RATING OF NOT LESS MAN 2-A OF OF THE NEC AND ALL CODES AND LOCAL.ORDINANCES OF THE,LOCAL POWER TYPE INSULATED TWIST-O!CONNECTORS FOR NO 10 ANC AND SMALLIM 2-k IG-B:C AND SHALL BE Mn04 25 FEET OF TRAVEL DISTANCE TO ALL @ TELL-NONE COMPANIES HAVING JURISDICTION AND SMALL RMILOE SLIT USE SXDERBESS MECHANICAL TERMINAL LUGS FOR NO 8 AWG AND LARGER. Hp PORTIONS OF WHERE TEE WORK IS BONG COMPLETED DURING NOT BE UMITEO T0: 36 SERVICES:240/12OV.SINGLE PHASE.3 MRE GOWNECTICN AVAILABLE FROM -1ggJ CONSTRUCTION. C-NATIONAL FAE CODES UMTY COMPANY,OWNER OR OWNERS AGENT MLL APPLY FOR POAEt L 1DWFR TIFlCA M CROWN'GLSRF ND TO PROCEED IS QU-. 21 ALL EXISTING ACTIVE SEWER,WATER.GAS.ELECTRIC.AID OTHER UTILITIES A UL-UNDERWRITERS LABORATORIES 31. 101PHOW SERVICE CONTRACTOR SHALL PROVIDE ETMPTY CODk TS WITH ^$ PRIOR TO STARTING WORK.ONCE THE CONTRACTOR HAS R C13VVED AND SHALL BE PROTECTED AT ALL TIMES.AND WHERE REQUIRED FOR THE S. ME C-NATIONAL ELECTRICAL CODE PULL STRIA AS INDICATED ONDRAWINCS ACCEPTED THE MOMS TO PROOID,CONTRACTOR WELL CONTACT THE OROM PROPER EXECUTION OFTHE WORK.F RELOCATED AS BE RELOCA AS DIRECTED C. NEC -NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 32. ELECTRICAL AND TELCO RACEWAYS TO HE BURIED A MINIMUM OF Y DEPTH. SSSg CASTLE OONSTKM710H MAMADSR NOTED ON THE THE ARCRI7ECT/ENGNEER.EXTREME CAUTION SHOULD BE USED BY 7HE 0. OSHA-OCCUPATIONAL SAFETY AND HEALTH.ACT 31 CONTRACTOR-SHALL PLACE TWO LENGTHS OrWARNING TAPE AT A DEPTH NIP A MGMUM OF 48 HOURS PRIOR TO WORK START.UPON ARRIVAL SUBCONTRACTOR WHEN EXCAVATING OR DFMI04C PIERS AROUND OR NEAR I... MC-STANDARD SU`C4G CODE - OF 12'BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TEL CO TO THE JOB SITE CONTRACTOR CREW IS REO1fED CALL UTNTIES SHALL SUBCONTRACTOR S l PROVIDE SAFETY TRAINING FOR THE 4. DO NOT SCALE ELECTRICAL DRAWINGS:.REEFER IO SITE PLANS AND SERVICE C(M ITS CAUDOM 'CAUTION TAPE TO READ'CAON WFRM ELECTRIC'OR RM . 1-800-788-7011 TO NOTIFY THE CROW CASTLE MOC WO RAS BEGUN. wLwoU D CREW.THIS SHALL INCLUDE EU T NOT BE LIMITED TO 4)FALL ELEVATIONS FOR CXACT LOCATIONS OF ALL EQUIPMENT.AND CONFI M MTH 'BURIED Tn FRnu• 7 PROTECTION.B)CWJIMED SPACE,C)ELECTRICAL SAFETY.0)TRENCHING A DONSTRUCION MANAGER'ANY SIZES AND LOCATORS WHEN NEEDED. 3'. ALL BOLTS SMALL 8E STNl4A5 STEEL EXCaVAT10N. S PASTING SERVOS CONTRACTOR STALL NOT INTERRUPT EXISTING SERVICES 21 ALL EXISTING INACTIVE SEWER WA7CR,GAS ELECTRIC.AND OTHER UIUlTES, MMCUT WRITTEN PFRVBSSIOl,OF THE OWNER. GROUNDING MOM WHICH INTERFERE YAM THE EXECUTION O ME WORK.SHALL BE REMOVED, & CONTRACTOR SHALL PAY FOR ANT/ALL PRINTS FEES.INSPECTIONS ARD CAPPED.PLUOCED OR OTHERWISE DISNWECRD AT POINTS W7WC1 WILL NOT TESTING.CONTRACTOR IS TO OBTAIN REINS AND APPROVED SL9UTTALS 1. COMPRESSION CONNECTIONS(21 2 AWS BARE TINNED SOLD COPPER 1. FOR.THE PURPOSE O CONSTRUCTION DRAMN451 INE FOLLOWING INTERFERE NTH INS EXECUTION OF ME WORE.AS 04WCIM BY THE PRIOR TO IKE NARK BEGINNING OR OROERNG EQUIPMENT. . CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO BURNED DEFINITIONS SMALL APPLY. RESPORSEIE ARCUIIECT/ENGKM AND SUBJECT TO THE APPROVAL O 7. THE TERM'PROVIDE'USED IN CONSTRUCTION DWNENTS AND GROUNDING KING AND PROVIDE PARALLEL EXOMEDMC WELD. GENERAL CONTRACTOR:. ME DARER AND/OR NOG&UTILITIES. SPECIPCADONS,IHOCATES THAT.THE CONTRACTOR SMALL.FURN19H AND 2. EC SNAIL USE PERMANENT MARKER M DRAW THE LINES BETWEEN EACH SUBCONTRACTOR-CONTRACTOR(CONSTRUCTION) 24. ME AREAS O THE BMWs PROPERTY DMIURBED BY ME WORK AND NOT INSTALL SECTION AND LABEL EACH SECTION((-P.''A-'R'9')YAM 1' IEFIERS OWNER -AT&T COVTTED BY ME TOWER,EQUIPMENT OR DRIVEWAY.STALL 1E GRADED TO A & CONTRACTOR SHALL CONFIRM MM LOCAL UTILITY COMPANY ANY/ALL 1 ALL HARDWARE I8-8 STAINLESS STEEL INCLUDING LOCH WASHES.COAT 2; ALL STE WORK SHALL BE COMPLETED AS INDICATED ON:NNE DRAWNGS AND UNIFORM SLOPE A40 STABILIZED TO PREVENT PRISON. REIXARE]AEN75,SUCH AS TRIG.LUG SIZE RESTRICTIONS CONDUT ENTRY. ALL 9A3ACF5 WIM AN ARD-OXIDANT COMPOUND BEFORE MATING ALL � CS AT&T PROJECT SPECIFICATIONS. 2S SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE D THE EXISTING SITE SIZE OF TRANSFORMERS SCHEDULED DOW`D"FOR OK OWNERS HARDWARE SHALL BE STRRESS STEEL 3/8 INCH DIAMETER OR LARGER. 1. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND DURING CONSTRUCTION.EROSION CONTROL MEASURES T REQ1IED DURING CONFIRMATION.ETC._ANY/AL'CONFLICTS SHALL BE BROUGHT TO THE 4. FOR GROUND BOND TO STEEL ONLM N$RT A CADMIUM FLAT WASHER STALL fAYQ1ARi2E HIMSELF MM ALL AFFECTING THE PROPOSED CONSTRUCTION.SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO BEGINNING ANY BETWEEN LUC AND STEEL, COAT ALL SURFACES MW A4 ANTI-OXIGANT ,EST N WONT AND 9ULL MAKE PROVI9W5 GENERA CONTRACTOR AND ADOSDICTON FOR EROSION AA SEDIMENT CONTROL WORK COMPOUND BEFORE MARNG IL SUBCONTRACTOR SMALL BE.RESPONSIBLE FOR FAMILIARIZING M215ElYES 26. NO FILL OR EMBANKMENT MATERIAL SMALL TE PLACED ON FROZEN 9. MJ6ULM WIRE SIZE SHALL BE/12 AM NOT INCLUADING CONTROL WRING S NUT&WASHER 94ALL BE PLACED ON THE FRONT SAE OF THE GROUNDING WITH ALL CONTRACT DOCUMENTS.FIELD CONDITIONS DIMENSIONS.AND GROUNAWC.FROZEN MATERIALS.SHOW OR ICE SMALL NOT BE PACED W UNLESS NOTED.07HERMSE ALL OOJWCTORS'SHALL BE COPPER MM THWH BAR AND BOLTED ON TINE BACK SIDE. CONFIRMING MAT THE VMK MAY BE ACCOVPUSHCD AS SHOWN PRIOR TO ANY FILL OR CNDANKMENT. - INSULATION. - S. NUMBER O GROUNDING BARS MAY VARY DEFENDING ON I E TYPE O' qQ n' TO THE OVA IN AF THE APCITECT/ENOLHCA PRIOR TO THE STRUCTION.ANY 04SCREPANCES SMALL BE BROUGHT 27. THE COMPA A10 89 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT CRADEE AND TO wl�RDnS OUEALED�HUBS W WET/DAMP LOCATIONSALL BE PRESSED STEEL IN MA SPECIAL ENC CAST OSURES REOURETi7N7Exu Loanaa,AND caaNEcnaa ORIENTATION.PROVIDE As CDMNQNOFLENT OF WORN.. AMID STRUCTURES ANO EC PER(S7.T SAIAARD PROCTOR DENSITY L4 OPEN FOR OTHER CLASSIFIED AREAS .. - 7. MEN ME SCOPE OF WONT REOURES THE ADDITION OF A RROUNDWG OAR 4. ALL MADRAS FLOURISHED AND NSA LED SHALL BE N STRICT SPACE ALL TRENCHES W PBUC RIGHT O WAY SOUL BE BACK LIED WITH 11. IT S NOT.TIE INTENT OF THESE.PLANS TO SHOP/EVERY MINOR DETAE OF TO AN.EXISTING.TOVWL THE SUBCONTRACTOR SHALL OBTAIN APPROVAL ) ACCORDANCE MM ALL APPLICABLE WOES,REGULATIONS AD ORSHANCES FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL THE CONSIRWDON.CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL FROM ME TOYER OWNER PRIOR TO MOUNTING PEE GROUAING BAR TO NNE GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NORCES AND AMW TOM. STEM ALL ITEMS FOR COMPLETE ELECTRICAL SY AND PROVIDE ALL Iowa COMPLY WAIN ALL LAW-3 ORDNANCES•RIM REGULATIONS.AND LAWFUL 28. AL NECESSARY RUOBISI.SUMPS DEBRIS.STICKS.-STONES AND 07MM REQUIREMENTS FOR.THE EQUPMENT TO.BE PLACED INPROPER WTRWOKG & ALL ELECTRICAL AND GROLNDNO AT THE CELL 91T.SHALL COMPLY MTN ORDERS OF ANY PUBIS AUTHORITY REGARDNG THE PERFORMANCE OF REFUSE SHALL BE.REMOVED FROM THE STE AND DISPOSED OF IN A.LAWFUL CRDM. .. - THE NATIONAL ELECTRICAL CODE(NECJ NATIONAL FIRE PROTECTION WORK. MANNER. .. 12 ELECTRICAL SYSTEM SHALL BE AS GBMPLEBOLY AND EFECTIMMY GROUNDED. ASSOCIATION(HrPA),780"TEST ENTICK.AND MAN MFAGRwER. S. ALL WORK CARRIED OUT SHALL COMPLY MM ALL APPLICABLE MUNICIPAL 29. ALL BROCHURES OPERATING AND MAINTENANCE MANUALS CATALOGS,SHOP AS REWIRED BY SPECIFICATIONS.SET FORTY BY AT&T. AND UBUTY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES DRAWINGS AND OTHER DOCUMENTS SHALL BE TURNER OVER 10 ME IS ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRIC&CONTRACTOR FOlYWATOE F1(L VA1Mf11 R BACGEIL MITTEN I a�o�. f ORDINANCES.AND APPLICABLE REGLR/,TO45. GENERAL CONTRACTOR AT COMPLETION O CONSRUCTION AND PRIOR TO G. UNLESS NOTED OTHERMSE.THE WORK SHALL INCLUDE FURNISHING PAYMENT. O A FIRST LASS.EA AND BECT TO ER LATORYPIETED SYSTEM STALL MATERIALS EQUIPMENT,APPURTENANCES,.AND LABOR NECESSARY TO BE FULLY OPERATIVE AEA SUBJECT TO REGULATORY ISPECTOR& I. ALL.FINAL ORA1PD SLOPES SHALL 9E A YADAUY O 3 HORIZONTAL TO T 30. SUBCONTRACTOR 91aLL SUBMIT A COMPLETE SET O AS-SLUT RE1R1N5 1C APPROVAL BY CONSTRUCTION MANAGER yERRCX�L... Ate` r 4 COMPLETE ALL NSTAl1AnON5 AS INDICATED ON DIE DRAWNGS. THE GENERA'CONTRACTOR UPON COMPLETION O PROECT AND PRIOR TO 14. ALL WORK SHALL BE WO'DXNATED NM OTHER TRADES TO AVOID 2 ALL E%CAVATIWS PNEPARED fOR PIACE.EJNT O CONCRETE STALL DE O r.Au .pp. T. PLANS ARE NOT TO BE SCAIFC,THIN BANS ARE NTEWED i0 DE A FINAL PAYMENT. - INTERFERENCE WITH ME PROGRESS O C0.45RWKDON. UNDISTURBED SOBS.SUBSTANTIALLY HORIZONTAL.AND FREE FROM ANY ... da• OIACRAMMARC OUTLINE ONLY UNLESS PLANS NOTED.OYENSOMS SHOWN 31. SUBMTRACTOR SMALL LEAVE PR20SES IN A CLEAN CONDITION. 15. ttWBRACTOR SP.ALL CUARANTEE ANY ALL MAT[RIASS AIA WORK fRIE FROM L005E,lMSIJ1TABLE MATERIAL OR FROZEN SINS,AND WITHOUT TE ARE TO NTIS SS UMMS UNLESS OTHERWISE NOTED.-SPADING DEDWLTIN 32 ME PROPOSED FACILITY WILL BE UNMANNED AND ODES NOT REWIRE DEFECTS.FOR A PERIOD O NOT MAN ONE YEAR FROM DATE OF PRESENCE O POUNDL40 WATER OEWAtERNG FOR EXCESS OOUN0 WATER �.... EQUIPMENT S TRIP YRYUY IEOUFED CLEARANCE.THE EFOE•IT IS POTABLE WATER OR SEWER SERVICE.AND S NOT FOR HUMAN HABITAT(k0 ACCEPTANCE'. SHALL BE PROVDED MEN REQUIRED,COMPACTION OF SOS URN _ .. CRTTICA RE FIELD VERIFY DMEl9ORS 9HGID MERE BE ANY QUESTIWS HANDICAP ACCESS REQIRED} T8. THE CORRECTION OF.ANY REFECrs 9MA11 BE cavPE1ED WITHOUT ANY CONCETE vAo'FWNDAnars 9HAu NDT DE LLSs MAN 95X OF THE REGARDING TIK'COUTRACT'DOCULENTS THE SUBCONTRACTOR SHALL BE 31 OCCUPANCY S LOOTED TO PERIODIC MANICNARCE AND INSPECTION, ADDITIONAL CHARGE AND SHALL.NCLIDE THE REPLACEMENT OR THE REPAIR MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL N ACCORDANCE RESPONSIB/LEE FOR OBTAINING A CLARIFICATION FROM ME APPROXIMATELY 2 TIMES PER MONTH,BY AT&T TECHNICIANS. OF ANY OTHER PHASE O'INE R¢TALLAROL VACH MAY HAVE BEEN WITH AST4 D1557. Pep - OR NTcI$1ERARCHrCTCTTD STOWR PRIOR 70 PROCEEDING WIN THE 0 DESIGN INTENT.MODIFICATIONS MAY REQUIRED TO 3S ALL NATERIALa WORK. ETAIIS ARE 34. NO OUTDOOR SSHARA SHALL FUR OR NISHED ED AND WORK SMALL BE PRFOMW WASTE CONTAINERS ARE PROPOSED.N 17. AOEW�MA REQUIRED LIABILITY INSURANCE SMALL BE PROVIDED FOR 1 UNSITABLECRETE F MATENUA.IF NS PUDEQUATE SEALL NOT BE RING CAPAC ON ITY IS REACED AT FAS 10000069 SOT.DEB DIMENSIONS OR COMIIDONS AND SUCH MOD07CATONS.S ALL BE ACCORDANCE NM THE LATEST REVSON OF AT&T MOBILITY(ROUNDING PROTECTION AGAINST PUBLIC LOSS AND ANY/NL.PROEERTY DAMAGE FOR THE DESIGNED EXCAVATIW DEPTH.rr[E W-ATISFACTORY SOIL SHALL BE INCLUDED AS PART O WORK AND PREPARED BY THE ARCHTECT/ENGDEER STANDARD'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF CSM/GPRS ME DURATION O YARN. CXCAVATED TO ITS FULL DEPTH AND EMU BE REPLACED WITH BARNSTABL E PRIOR TO PROCEEDING MTH WCRIL WIFELESS SITES•AND'IEONNCAL SPECIFICATION FOP.FACUrY GROUNDNG' 1& PROVIDE AND INSTALL CONDUIT.CONDUCTORS.PULL WIRES,BOSS,COHEIR MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL 8. TIE SUBCONTRACTOR SMALL INSTALL ALL EQIPMFNr AND MATERIALS IN N CASE O A CONFLICT BETWEEN THE CWSIRUCTION SPECIFICATION AND PLAT ES'AND DEVICES FOR ALL CUTLETS AS WDICATED. BE FIUED YAM:OGNCRETE OF INS SAME TYPE SPECIFIED FOR ME ACCORDANCE WITH MA24WACIURFNS RECOYVENDATIONS UNLESS THE DRAWINGS.THE ORANLNGS SHALL GOVERN. N0. DITCHING AND SACK FILL:CONDUCTOR SMALL PROVIDE FOR ALL FOUNDATION O NDATION.CLASHED STONE MAY BE USED TO STABILIZE THE BOTTOM O 870801 SPECIFICALLY SIAtED OMEIrMSE 3& SUDDONTRACIOS'SHALL BE RESPONSIBLE FOR OBTAN NG ALL PERMITS AND UNDERGROUND INSTALLED CONDUIT AND/CR CABLES'INCLUDING EXCAVATION. .THE.EXCAVATION.ANY STONE SUB BASE MATERIAL IF USED.SMALL NOT S. IF THE SPECIFIED EOUIPMENT CANNOT BE INSTALLED AS.SHOMN ON THESE INSPECTIONS R_EOLORED FOR CONSTRUCTION.IF SUBCONTRACTOR CANNOT BAC FlUJK AND COMPACTION.REFER TO'FOUNDATION.EXCAVATION,AND' SUaSMUE FOR NEOum THICKNESS O COMCRErc -740 OAKOTREEI DRAWINGS THE SUBCONTRACTOR SOUL PROPOSE AN ALTERNATIVE SPACE OBTAIN A PERMIT.THEY MUST N07IFY THE GENERAL CONTRACTOR BAC(FILUNG NO1FS' 4. ALL EXCAVATIDNS SOUL DE CLEAM O UNSUITABLE MATERIAL SUCH AS NEST BARNSTABLE.MA OWXIQ. FOR APPROVAL BY THE ARO6TECT ENO OOM PRIOR TO PROCEEDING. IMMEDIATELY. 20. MATERIALS. AND PRODUCTS A EQUIPMENT.INCLUDING ALL COMPONENTS' VEGETATION.IRASL.DEBRIS'AND SO FORM PRIOR TO BACK FILNG.BACK Fa: 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OFON WORK 3& SUBCONTRACTOR SHALL REMOVED ALL TRASH AND DEBRIS FROM M MEREC E SIDE F.SHALL.BE NEW AND SMALL APPEAR ON THE LIST OFU.L FELL SMALL.CONSIST OF APPROVED MATUMS SIGN AS EARTH.LOAM, AREA,ADIACEJRT AREAS AREA BUILDING OCCUPANTS THAT ARE t11ELY TO DE ON A DAILY BASK APPROVED ITEMS AND SHALL'MEET OR EXCEED IKE REQUIREMENTS OF THE SANDY CLAY,SAD AND.GRA'AL.OR SOT SHALE.FREE FROM CLWS OR �yy 5555� AFECIED BY THE WORK UNDER THIS CONTRACT.WOK SHALL CONFORM TO 37. INFORMATION SAWN ON THESE DRAMNGS WAS OBTAINED FROM STE VISITS NEC.NEMA NA ECE LARGE STONES OVER 2 1/2 MAX DIVERSIONS ALL BACK.FILL.SHALL BE ALL OSHA REQUELENT5 AND THE LOCAL AIRISOICTION. AND/OR DRAWNGS PROVIDED BY THE STE OWHQL CONTRACTORS SMALL. 21. CONTRACTOR SHALL SUBMIT SHOP DRAMMGS OR MANUFACTURERS CATALOG PACED IN COMPACTED LAYERS.. 11. CEWRAL CONTRACTOR SIRALL COORDINATE WO X AND SCHEDULE NARK NOTIFY ME ENGINEER OF DISCREPANCIES PRIOR TO ORDERING MAIEEIAL IMFORIIATIOI O ANY/ALL LIGHTING FIJONRES,SMTGES AND ALL O11EH S ALL FILL MATERIALS AND FO.D10ADON BALK FILL SHALL BE-PLACID IN 8 ACTIN DES WIM OTHER DISCIPLINE OR PROGEFEXNG MM COMSRUCROU. ELECTRICAL ITEMS FOR APPROVAL RY THE CQ'StRUCION.MANAGER PRIOR. MLAXQMUM 6'T U LIFTS BEFORE CIIPACIION.CALK 11F7 SMALL BE WETTED gg 12 ERECTION SHALL BE DOE IN A WORKMANLIKE MANNER.BY COMPETENT 31L NO WHIM STROBE LIGHTS ARE PERMITTED.ANY REO IRED UCERNC MUST TO NSTAWTIOM. IF REWIRED AND COMPACTED TO N07 LESS THAN 95X'OF THE MCOBIEEXPED C y �� ea BEST ACCEPTED WORN/EN IN Ad%XAARCE MM APPUGBIE WOES AND THE MEET FM STANDARDS AND REWUEENiS. " - 22. ANY WiTND OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WGIA S PROCTOR MAXIMUM DRY DENSITY fa SOIL IN ACCORDANCE WITH ASAP f BEST ACCEPTED PRACTIM ALL MEMEEJS SMALL BE LAID PLUMS AND TRITE 39. ALL COAXIAL CABLE INSTALLATIONS TO FELLOW MANUFACTURER'S THE ELECTRICAL CONTRACTORS NA SHALL FE NCLUDED IN 01557 81 p fi .f S INDICATED W ME MAILINGS, 04STRUCTIONS AND RECOMMENDATIONS. THE COST FOR WONT AND PERFORMED TO THE SATSFAUCIN O THE 6. NEWLY PAS CONCRETE FOUNDATIONS SLAM ORE A MINOfUM O 72 I 11 SFAL PLtNE1RATIONS THROUGH FIE RATED AREAS MM iR.LISTED xauRs PEa TO eaa FILLING ' MATERIALS APPROVED BY LPCAI..JAIRISDIrnoH.SUBCONTRACTOR.SHALL KEEP 40L NO SIGTNIFICANT NOISE SMOKE.OUST OE VIBLUTIONS WILL RESULT FROM •C0.451RUC7ION MANAGER'UPON FINAL ACCEPTANCE 7. FINISHED a ou;SAL BE sLoPED To PROVIDE POSITIVE DRAINAGE AND AREA CLEW,HAZARD FREE.AND DISPOSE O ALL OESIES' THIS FACILITY.(DISREGARD THIS NOTE IF INNS STE HAS A GENERATOR) 21 THE ETECTRCAL CONTRACTOR SHALL LABEL AL PANELS'MTN ONLY Ft 11. WORK PREVIOUSLY COMPETED S REPRESENTED BY LIGHT SHADED LANES 4T. NO ADDITIORA PARKING 70 BE PROPOSED.CIISTIVC ACCESS AND PARKING TYPEWRITTEN 06ECIORES ALL ClECRBGAL V MG SMALL BE THE PREVENT STANDING WATER TARE FINAL(FN9D EEYADOR O SLAB ;i AND NOTES THE SOJPE OF WORK FOR THIS PROECT.B REPRESENTED BY TO REMAIN,UNLESS NOTED OTHERWISE ER3'OkS61UTY O TE ElEC7PoCAL CONTRACTOR. FOUNDATIONS SHALL SOS AWAY IN ALL DW CilOVS FROM TIE ORATOR pygp DARK SHADED LINES AND NOTES SBCONTRACTOR 91AU NOTIFY THE 42. NO LANDSCAPING S PROPOSED AT THIS-STE.UNLESS NOTED OMEWA'SE. 24. DISCONNECT SWITCHES ES SHALL BE H.P.RATED HEAVY-Qltt.DUCK-MADE (RESIN aADE O CONCRETE PADS.SHALL BE A MAXIMUM OF 4 lidtiS ���oe GENERAL CONTRACTOR O ANY EXISTING OONDITONS THAT DEVIATE FROM AND QUICK-BREAK ENCLOSURES.AS REOARED BY EXPOSURE TYPE ABOVE FINAL FINISH GRACE EEVAnoNS.PROVIDE SURFACE FILL GRAVEL TO ' THE ORAMNKS PRIOR TO fiCONNWC CON57RUCTION. MOM 25. ALL CONNECTIONS SHALL 8C.MAIN MM A EPROlEC71YE COATING O AR ESTABUSH SPECIFIED ELEVATIONS WHERE REQUIRED. y,,,Vp� 1S SUBCONTRACTOR SHALL PBW.OE WRITTEN NOTICE 70 THE CORSTRUCROR ANTI-OXBE COMPOUND SUCH AS YA-OM)E A'BY DEARBORNE OETnCN. & NEWLY GRADED SURFACE AREAB TO RECEIVE GRAVEL SHALL HE COVERED � m MANAGER 48 NOUNS PRIOR TO COMMENCEMENT OF WORK. 1. ELECTRICAL CCN ACTOR SHALL SUPPLY AND INSTAL ANY/ALL ELECTRICAL GG COAT Ail YAW SURFACES BEFORE CONNECTING.EXPOSED COPPER NM GEOTEXTLF FABRIC TYPE MAR-34M AS MAMUFACPJRED BY 15. THE SUBCONTRACTOR SILL PRCTECt EXISTNG WROVEMENTS PAVEMENTS WONT WDICARED.ANY/ALL CONSTRUCTION SULL BE IN ACCORDANCE MTN SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO *CONSTRUCTION MATERIAL t-800-279-.XBNI'a AN APPROVED COAVAIEt1E CI1R85,LANDSCAPING AND STRUCTURES NIT DAMAGED PART SHALL BE BRA AND ANY/ALL ARPI/CABIE SPECFlCATIONS IF ANY PROBLEMS SELSTITUTICN&. SHOWN O!PLARS TE CEOTEXTXE FABRIC SHALL BE BLACK W COLOR REPAIRED AT S�ANTRACTOYS EXPENSE TG THE SATISFACTION O THE ARE ENCOUNTERED ED Y'CQ4PLYNC wM THESE REQIUDEUEFTS CONTRACTOR 26. RAGL'WAYS CO MIT SMALL BE SCHEDUE 40 PVC MUTING OR EXCEEDING CONTROL IKE RECURRENCE OF.VEGETATIVE GROWTH AND EXTEND TO VA OWNER. SMALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE AFTER THE NEMA TC2-19M CONTRACTOR SHALL PLUG AND CAP EACH END O 1.FOOT OUTSIDE THE SITE FENCING OR.1ECTPJCAL GROUNDING SYSILM Td 17. DE SIRCONTRACIOR SHALL CONTACT UTILITY LOCAUNG SERVACES PRIOR TO DISCOVERY O THE PROBLEMS,AND SHALL NO T PROCEED NM THAT SPARE AND EMPTY CCUOUFIS AND PROVIDE TWO SEPARATE PULL STRINGS- PERIMETER MGCFEWR IS aEATER.ALt FABRIC SHALL BE COVERED YAM A THE START O CONSTRUCTION. PCRTICN O MDR(.UNTIL THE'CONSTRUCTION MANAGER'HAS DIRECTED THE 2CO LBS TES POLYETHYLENE COD..ALL CONOUT BENDS SAL BE A MINIMUM O.4'DEEP COMPACTED.STORE'OR GRAVEL AS SPECIFIED,LE I& GENERAL CONTRACTOR SHALL COORDINAE AND MAINTAIN ACCESS FOR ALL CORRECTIVE ACTIONS TO BE TAKEN. MINIMUM O 1 FT.RADIOS RGS COAUITS MEN SPECIFIED,SHALL MEET FDOT TYPE N0.57 FOR FENCED COMPWNO FDOT TYPE IA.87 FOR ACCESS GENERAL 'IN FOR GALVANIZED SM.ALL FITTINGS SHALL BE SUITABLE FOR USE. ORIV'E AREA » TRADES AND SUBCONTRACTORS TO ME 9E AND/OR BUILDING. 2 ELECTIOLAL CP.NtRAC70H STALL VISIT THE JOB STE AND iAMILLAN7P. YAM THREADING RICD CONDUIT,COAT ALL THREADS NM'BRUTE 20:C OR 9. N ALL AREAS To RECE]VE FLL REMOVE ALL VEQIATIOI,IOPSGL 0®IBS, NOTES 19. THE GENERAL CONTRACTOR SNAIL BE RESPONSIBLE FOR SECURITY O INE N&1SELF WITH ANY/AL CONDITIONS AFFECTING ELECTRIC&AND WET AND UNSATISFACTORY SIT MATERIALS OBSTRWUCTOVS AND SE FOR THE DURATIOM OF.CONSTRUCTION UNTIL JOB COMPLETION. COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST 'GOLO CALV.* DELETERIOUS MATERIALS FROM GROUND SURFACE FLOW STRIP OR BREAK UP 20. THE GENERA CONTRACTOR 9U1L MAINTAIN IN GOOD'COtDITION'ONE THEREO.ALL EXISTING CONDITIONS O ELECTRICAL EQUP..LIGHT ii%TUBES. 2 SUPPORT O ALL ELECTRICAL NYXM SHALL BE AS REWIRED BY NEG SLOPED SURFACES STEEPER MAY 1 VERTCAL TO 4 MGBZaTAL SICU THAT COMPLETE SET O PLANS WITH ALL REVISIONS,'ADDENDA,AND CHANCE ETC..THAT ARE PART O THE FINAL SYSTEM.SMALL BE VERNED BY THE Z& COMBUCIORS CONFRACICR SHALL USE'98X COHCUCTIVITY COPPER NTH NHwm. ORDERS ON THE PREMISES AT ALL TIMES CONIRACTOL PRIOR TO ME SJBMITING O'RIS BD.FAILURE 10 COMPLY TYPE TTMN NSULUDN.8W VOLT,COLOR COOED.USE SOUR CW WCiORS FILL MATERIAL WALL BALD VAINEXGSTWC/PREP/AED SOIL SUWACL 21. MTN TINS PARAGRAPH MLL N NO WAY R9J:VE CONTRACTOR OF FOR WIFE IF TO AND INCLUDING NO B AWL USE STRANDED CONDUCTORS PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. FOR WINE ABOVE NO..B AND' 10. WHEN SUBGtADE OR PREPARED(ROUND SURFACE HAS A DENSITY LESS 31. PROVIDE OIE BAR DIAMETER(A MINIMUM OF 1/27 GROUT BEIVIM MAIN 1.3 SITE MAINTENANCE AND PROTECTION: E PRIOR TO EXCAVATING,THOROUGHLY EXAMINE TICE AREA 0 BE ;yyld� THAN THAT REQUIRED FOR THE FILL MATERIAL,SCARIFY THE(ROUND REINFORCING AND MASONRY UNITS A PROVIDE ALL NECESSARY JOB Siff MAINTENANCE FROM COMMENCEMENT EXCAVATED AND/OR TRENCHED TO VERIFY THE LOADON5 OF FEATURES SURFACE TO DEPTH REQRED.PULVERIZE,uQSNRE-CONDIIKW AND/OR 32 LCW UFT CONSTRUCTION,MAXIMUM(ROUT POUR H13GHT IS 4 FEET. OF WORK UNTIL COMPLETION O THE SUBCONTRACT. INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND AERATE THE SOILS AND RE-COMPACT 10 THE REQUIRED DENSITY PRIOR n LIFT GROUTED CONSTRUCTION MAY BE USED 04 CONFORMANCE WIN B. AVOO DAMAGE 10 THE.SITE AND TO EXISTING FACUTIES,STRUCTURE$ LOCATION O ANY STRUCTURE,UNDERGROUND SRRUCTIRE,OR OTHER TO PLACEMENT OR FILLS PROJECT SPECIFICATIONS AND SECTION 2104.&1 OF CURRENT BUILDING TREES,AND SHRUBS OESGNAIED 10 REMAIN.TAKE PROTECTIVE TIEN NOT SHOWN THAI MIGHT INTERFERE WTTH THE PROPOSED gg @ 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED CODE MEASURES TO PREVENT EXISTING FAC ITIEM THAT ARE NOT DESIGNATED CONSTRUCTICJ.NOTIFY THE CONSTRUCTION MANAGER OF ANY p �. DURING CONSTRUCTION OPERA110NS REPLACE MAW!SURFACING TO 34. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SCUD WIN GROAT, FOR REMOVAL FROM BEING DAMAGED BY THE WORK. OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS MA ADJACENT CRAVEN.SURFACING AND RESTORED 0 HE SAME EXCEPT AS NOTED IN THE ORAWN(S(R SPEOFMJITONS C KEEP STE FREE O ALL PONOING WAlr7R. INDICATED ON T,iC ORAWINOS. �i6a THICKNESS AND COMPACTION AS SPEGFIED.ALL RESTORED CUVEL 35. C0.L5 SHALL BE W VERTICAL ALIGNMENT.DOWELS W FOOTINGS SHALL BE 0. PROVIDE EROSION CONTI? MEASURES IN ACCORDANCE V31H STATE DOT f: SEPARATE AND SOCK PILE AL EXCAVATED MATERIALS RATABLE FOR Z sP SURFACING SHALL BE FREE FROM CORRUCATIQRS AND WAVES. SET TO ALIGN WTH CORES CONTAINING REINFORCING STEEL AND EPA,REOUREIIENT& BACKFILL.ALL EXCESS EXCAVATED AND UNSRTAOLL MATERIALS SHALL 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND 36. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE.AND HEIGHT OF E PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES, BE DISPOSED OF OFT-SITE W A LEGAL MANNER. a.a� REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AIOIW IS OF UNITS.LAYING PATTERN MO JOINT TYPE WARNING SIGNALS AND 9LHILAR DEVICES NECESSARY 0 PROTECT ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS ARE REA01£D PRIOR 37. SAND SMALL BE CLEAN.SHARP AND WELL GRADED.FREE FROM . AGAINST THEFT FROM PROPERTY DURING IHE ENTIRE PERIOD OF 3.2 BACKFU.L TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS INJURIOUS AMOUNTS OF DUST,LUMPS SHALE RUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE A ALKAU OR ORGANIC CONSTRUCTION. AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE FURL DEPTH COMPACTED SURFACE THROUGH f NEEDED 10 PROVIDE A OUT MATERIAL WORK.- RELATED STRUCTURE.INCLUDING EXPIRATION OF THE SPECIFIED MAXIMUM STE. 38. BRICK SHALL CONFORM TOASTM C-62.AND SHALL BE GRADE YW OR F. EIOSSWC UTILITIES 00 NOT INTERRUPT EXISTING UTIUTIES SERVING CURING PERIOD FOR CAST-IN-PUCE CONCREM,BACKFILL TE 11 GRAVEL SUB SURFACE SHALL RE PREPARED TO REQUIRED COMPACTION' BETTER FACIUTES OCCUPIED BY TIE OWNER OR OTHERS,EXCEPT WHEN EXCAVATION WITH APPROVED MATERIAL O RESTORE THE REQUIRED AND SUBCRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED PEHWT7ED ONWRUNG BY 7HE ENGINEER.AND THEN ONLY AFTER FINISHED GRADE. AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE ACCEPTABLE IEMPOPARY UT SERVICES HAVE BEEN FRONDED. R PRIOR 10 PLACING BACAJI L AROUND STRUCTURES ALL FORMS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUBGRADE SMALL STRUCTURAL CONCRETE NOTES: REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH,DEBRIS,AND fi{,R` BE FILLED AIM COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL '1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AC-301-10 PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE UNSUITABLE MATERIALS. \_ '. SURFACING MATERIAL SHALL NOT BE USED FOR FLUNG DEPRESSIONS IN 2 ALL CONCRETE STALL28OAYS HAVE A MINIMUM COMPRESSIVE STRENGTH WRITTEN NOTICE TO PROCEED BEFORE INF:.HRUPIING ANY UTILITY C. BACKFILL BY RACING AND COPACPNO SUITABLE BACKFILL MATERIAL OR iy'A THE SUBGRADE. I.'-Z500 PS AT (MESS NOTED 07HERWIM. 'SERVICE. SELECT GRANULAR SACNFlLL MA11RIAL WHEN REOUJE0 ON UNIFORM 14. PROTECT EXISTING GRAVEL SURFACING AND SIJBGRAOE IN AREAS WHERE 3. REINFORCING STEEL SHALL CONFORM TO ARIL A 615.GRADE 60. HORIZONTAL LAYERS OF NO GREATER THAN B-BICKES LOOSE THICKNESS EQUIPMENT LOADS WILL OPERATE USE PLANKING'MATES'OR OTHER DESOIIED UNLESS NOTED OTHFRWSE.WELDED WIRE FABRIC SHALL PART 2-PRODUCTS AND COMPACTED.WHERE HAND OPERATED COMPACTORS ARE USED,THE SUITABLE PROTECTION DESIGNED TOSPREAD EQUIPMENT LOADS AS MAY CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED 21 SUITABLE BAIXFlLI:ASTU D2321(CLASS 1.I,W,OR IVA)FREE FROM FILL MATERIAL SHALL BE PLACED IN LIFTS NOT O EXCEED 4 INCHES IN ',�� JOHN. c�,BE NECESSARY.REPAIR ANY DAMAGE TO EXISTING GRAVEL SURFACNG OR OTHERWISE FROZEN LUMPS REFUSE STONES OR ROCKS URGER THAN 3 INCHES UN LOOSE DEPTH AND COMPACTED. S m �' SUB GRADE IAICRE SUCH DAMAGE IS DUE TO THE CONTRACTORS 4. THE rOLLOWNG MRMUM CONCRETE COVER SHALL BE PROVIDED FOR ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC D. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS o t OPERATIONS. REINFORCING STEEL UNLESS BROWN OTHERWISE ON DRAWINGS MATERIAL UNEATABLE FOR BACKFILL NOT OBTAINED THE SPECIFIED DENSITY,THE SUCCEEDING LAYER SHALL - IV 15. DAMAGE O CASING STRUCTURES AND/OR UTILITIES RESULTING FTtOM - 2.2 NON-POROUS GRANULAR EMBANKMENT AND SACKFILL ASTM 02321 NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET - O 4 t CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED O CONCRETE CAST AGAINST EARTH 314. (CLASS A,IVA 0R IVB)WARSE ACCREGaff.FREE FROM FIR02EN UNIER OTHERWISE AUTHORIZED BY THE GEOTEOL`IMAL ENGINEER.THE IKE OWNERS SATISFACTION AT NO ADDITIONAL COST O TE COVTRAC7. CONCRETE EXPOSED TO EARTH OR WEATHER: LUMPS.REFUSE,STONES,OR ROCKS LARGER THAN 3 INCHES IN ANY CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE STE SHALL BE /6 AND LARGER I IN. DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC NECESSARY,SUCH AS DL90NG AND ORYING ADDING WATER,OR , �FGMSTEVL� �D' INCLUDED IN THE BID.EXCESS TOPSOi AND UNSUITABLE MATERIAL SHALL P AND SMALLER&WAF 1-1/2 IN. MATERIAL UNSUITABLE FOR BARX'BL INCREASING THE COYPACTVE EFFORT 0 MEET DE M1N0!UM COMPACTOR BE QSPQ4D O'OFT SITE AT LOCARIL APPROYID 6Y GOVERNING CDNCRETE N07 EXPOSED O EARTH OR WEATHER.NOR CAST AGAWSI 2.3 POROUS GRANULAR EMBANKMENT AND BACKRTUL.ASTIA 02321(MASS REQUIREMENTS - AGENCIES AT NO ADQTONAL COST TO THE CONTRACT. THE GROUND: IA®,OR II)COARSE AGGREGATE FREE FROM FROZEN LUMPS REFUSE, E. EMAXIMTHOROUGHLY CD YPACT EACH LAYER ID SACKFIUL O A M2.DIUM PROCTOR OF SLAB AND WALL 3/4 IN. STONES,OR ROCKS LARDER THAN 3 INCHES IN ANY DIMENSION CR 711E MAXIMUM DRY ACT AS FRONDED BY THE STAROARD PROCTOR ENVIRONMENTAL NOTES: BEAMS AND COLUMNS 1-1/2 IN. OTTER MATCRLAL THAT MAY MAKE 111E INORGANIC MATERIAL TEST,ASIM 0 69fl 1. All WORK PERFORMED SHALL BE DONE W ACCORDANCE WITH Li-SUED UNSRTP.6LE FOR BACIOTIL PERMITS THE FORMCSH SHAD.BE RESPONSIBLE FOR PAYMENT O 5. A 3/4'CHAMFER SHALL BE PROMED AT ALL EXPOSED EDGES OF 24 SELECT STRUL'TURAL FILL GRANULAR FlLL MATERIAL UEE7MG THE 3.3 TRENCH EXCAVATION: FINES AND PROPER CLEAN UP FOR AREAS IN VIOI.ARESPONSIBLE OR CONCRETE UILO,IN AG:ORDARCE WITH AC 301 SECTION 4.2.4. REQUIREMENTS O ASIA E850-95.FOR USE AROND.AND UNDER A UTILITY TRENCHES SHALL RE EXCAVATED TO THE LINES'AND GRADES 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR 6. HOLES O RECEIVE E7PAN51DN/AEDGE ANCHOPS SHALL BE I/B'LARGER STRUCTURES WHERE SIRUCTI,RAL FILL YA7FRIAL ARE REQUIRED. SHOWN GV TACMHE DRAWN45 OR AS DIRECTED BY THE GENERAL CONSTRUCTCH AND MAINTENANCE OF EROSION AND SEDIMENTATION N DIAMETER THAN THE ANCHOR BOLD,DOAFI.OR ROD AND SHALL 2.5 GRANULAR BEDDING AND TRENCH BACKEILL YIELL-(RADm SAND 10 PREVENT PROVIDE SHORING.SHEETWC AND BRACING AS REQUIRED ��^L`^ CONTROLS WRING CONSTRUCTION FOR PRCTECP.ON O ADJACENT CONFORM TO MANIIFACTUHER'S RECQIYTDATION FOR EAIDEDME,VT DEPTH MEETING THEE GRADATION REQUIREMENTS OF ASTM D2487(SE OR 10 PREVENT CAVING OR AWOW OF TIE TRENCH WALLS B. EXTEND THE TRENCH W1DDI A MINIMUM O 6 INCHES BEYOND THE , ��� PROPERTIES ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN OR AS SHOWIN ON THE DRAWINGS LOCAE AND AVOID CUTTING EXISTING SW-5M). OUTSIDE EDGE O 11E OUTERMOST CCOUi. ��+� PUCE THROUGH VIRAL JURISDICTIONAL INSPECTION&RELEASE OF SITE RMAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SEARS 2.6 COARSE AGGREGATE FOR ACCESS ROAD SIB BASE COURSE SHALL +�- 7. USE AND INSTALLATION O'CONCRETE EXPANSION WEDGE ANCHOR, C WHEN SOT YIELDING.OR OTHERWISE UNSTABLE SOL CONDITIONS ARE CONFORM O ASIM 02840. PWr.Ala 3. CONTRACTOR SHALL INSTALL/CTIIVE MEASURES ALL NECESSARY REMITS OfS T / LESS THAN 12 INCHES BELOW THE REWIRED TRENCH IO A DEPTH OF NO 0 7 CONTROL CE M AND P ONSTR CT MEASIRES M1/CPI THE LIMITS O STE PROCEDURES. E PER ICDO&MANUFACTURER'S WRITTEN RECOI1tlENAED 2.7 UNSUTABM MATERIAL ANI MODERATELY PLASTIC AID EANDMO QAYS .n DISNRBAN¢PRIER O CONSTRUCTION. PROCEDUfES BITUMINOUS MATERIAL COINTANING REUSE,FROZEN WAIFS,DEMOLISHED LESS THAN 12 INCHES BELOV THE REQUIRED ELEVATION AND BACKFILL BITUILNOIS MATERIAL VEGETATIVE MA7TE.R,WOOD,STONES IN EXCESS WITH GRANULAR OFDONG MATERIAL P4.Nw .. i 4. NO TRASEDICTORENT SHALL O ALE FO TT LING THE PROPERTY.THE OF 3 INCHES W ANY DIMENSION,AND DEBRIS AS DETERMINED BY THE. CONTRACTOR G IS RESPONSIBLE FOR SEDIMENT ADEQUATE MEASURES MAY .STRUCTURAL STEEL NOTES: CONSTRUCTON MANAGER TYPICAL THESE WILL BE SOILS CLASSIFIED BY A.4 TRENCH 9ACKFILL. CO REQUIRED 1G ANY ARE S SUBJECT O EROSION. CONTROL FENCING MAY BE 1. ALL STEEL WORK SHALL BE IN ACCO DANCE MTN TE LATEST EDITION A PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE Tea REARED W ANY AREAS SUB,FCT O ER090N. ASIM AS PT,.MM,q1.CEL.NL ANO OU DRAWINGS AND THE UTILITY REQUIREMENTS. O THE AISC MANUAL OF STEEL CONSTRUCTION.STEEL SECTIONS SHILL 28 ASTM AS E FABRIC .ONFI L A OR APPROVED[WALL FAti 1000OOS9 S. CONTRACTOR SHALL'BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY BE IN ACCOROAN¢WITH ASTM AS INDICATED BELOW. B. NOTIF THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE Of REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEOWEIT W-SHAPES ASRA A992 50 K9 2.9 PLASTIC MARKING TAPE SMALL BE ACD AND ALKALI RES7SIANT BACKFIRING. REMOVAL AS NECESSARY. - ANGLES.BARS C A992.NN ASTM A38,38 K9 POLYETHYLENE FOM SPECIFICALLY MANUFACTURED FOR MARKING AA C CONDUCT UTILITY CHECK MIS BEFORE BACKFKLD7G BACKFILL AND BARNSTABLE 6. CLEARING O VECETATdN AND TREE REMOVAL SMALL BE ONLY AS HSS SECTIONS A51.M 500.48 NSI lt)CAl7NC UNDERGROUND UTILITIES,6 INCHES WIDE WTI p MINIMUM COMPACT TRENCH 69ORE ACCEPTANCE TES% 3 PERMITTED AND BE ATIO 70 A MINIMUM.ONLY BEES NECESSARY FOR THICKNESS O 0.OD4 NCH.TAPE SHALL HAVE MINIMUM STRENGTH OP D. RACE GRANULAR TENCH BACKFILL UNIFORMLY ON BOTH SIDES O'THE �I PPE SECTIONS ASTM A53-E,35 KS NSW PS W BO7H ORECTONS AND MANUFACTURED WITH INTEGRAL S7O$O� CONS7RUCTION O TE iACUTES-SHALL DE REMOVED. 2 ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED CON H 6-INCH ONCOPACTED LIFTS UNTIL 12 INCHES OVER THE I 7. SEEDING AND MULCHING AND/OR SOOD;NG O THE SITE WLL BE GALVANIZED, CONDUCTORS,FOIL DETECTOR ETHER MEANS TO T DEIE DETECTION CONDUIT SOUDLY RAM AND TAMP DACKFU INTO SPACE AROUND BY A METAL DETECTOR'AHEM BURET UP TO 3 FEET DEEP.ME 749 OAK ACCOMPLISHED FACILITIES SOON AS POSSIBLE AFTER COMPLETION O TE 3. ALL WELDING SHALL BE PERFORMED USING E70X%ELECTRODES PAID GO' � YNE6T BWA9TABLE,IIA47N2 W£IDING.SNALL CONFORM TO AIM WHERE FILLET WELD SIZES ARE NOT J JACKET OCOE O DIE TAPE SHALL A 70 PR E T T FROM VE FPROICCT FAGLIRES AFFECTING LAND DISTURBANCE. E. PROTECT CONWIT FROM LATERAL.It0VE11FNT,IMPACT OAJAUE OR fl CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL S OWN,PROVIDE THE MINDAUM SZE-PIN TABLE J24 IN THE AISC JACKET OR PIPE CO WITHkLOTHER MEANS TO PROTECT IT FROM UNBALANCED LOADMG MEASURES AS REQUIRED BY LOCAL COUNTY AND STATE CODES AND CORROSION.TAPE COLOR SHAH HE RED FOR ELECTRIC U11UTE5,RID F. ABOVE THE CONDUIT EMBEDMENT ZONE PLACE AND COMPACT 'MANUAL O STEEL CONSTRUCT0.N.'PAINTED SURFACES SHALL BE ORANGE FOR TELECOMMUNICATION UTIUTIES Y� PREY ORDINANCES TO PROTECT FSOIAMEMBANKMENTS iTIN SOIL LOSS AND AI TOUCHED UP. SATISFACTORY BACKFILL MATERIAL W 8-INCH MAXIMUM LOOSE THICKNESS g j PREVENT ACWMUUTION O SOIL AND AT N STREAMS AND DRAINAGE LIFTS,TO RESTORE THE REOUDED FINISHED SURFACE GRADE Q 1. BOLTED CONNECTIONS SHAH BE ASIM ATv BEARING TYPE J/4'0 PARE 2-F7EHNIOIt PATHS lE As RE CWSSRUCRAW AREA.THIS MAY INCLUDE SUCH G COMPACT T OF TRENCH BACKFILL O A DENSITY E EQUAL ED AT GREATER p@ MEASURES AS SILT FENS STRAW BRIE SEDIMENT BARRIERS,AND CHECK CONNECTIONS AND SMALL HAVE W.NW.UM O TWO BOLTS UNLESS NOTED A. GENERAL THAN THAT OF THE EI CH G UNDISTURBED MATERIAL IMMEDIATELY �Lg 9��g$$ OTHERWISE A REBORE STARTING GENERAL SITE PREPARATION ACIMIIES,INSTALL 55 ,c G060606 t CAPS ADJACENT TO THE IRLYtfH BUT NO ILO THAN A MINIMUM OP 9S4 OF B8 S. NON-STRUCTURAL COMECTIONS FOR STEEL(RATING MAY USE 5/B'0 EROSION AND SEDIIISNT COIN1R¢MEAL-VIES TiIE NORIC ARID SHALL THE MAXMUM DRY DFINStt AS FRONDED BY THE STANDARD PROCTOR 9. RP RAP O SIZES INDICATED BULL CONSIST O CLEAN.HARD.S01RA, LEA WRgBLE,.IRIFORY W OUAlltt STONE FREE O AND'OEIFWMENTAL ASTM MODT BOLTS SARE BE O TERWY. 9E CONSTRUCTED AND MAINTAINED BE W SUCH A ANY IWON E. MAT IN THE TFST,'AS iN.0 898 6. FIELD MW:FICARONS ARE-O DE COATED WITH ZINC ENRICHED PAWL EVENT OF RAW TFE SITE WALL BE GRAINED AT ANY RYE. V a QUANTITY OF SOT,FRIABLE,O GAIN,ELONGATED OR K AU,OR PIECES B. BEFORE.ALL SURVEY,LAYOUT,STAKING AND MARKING ESTABLISH AND p@58 DELESINTERIOUS TETANAL ORGANIC TRITER,OIL,ALKALI,OR OTHER MAINTAIN ALL LINES,GRADES ELEVATIONS AND BENCHMARKS NEEDED 3.5 FINISH GRADING ,,,.p� Bp 6E I DEIETEf80115 S185RANHS -PART I-GENERAL DRAINAGE: FOR EXECUTION OF THE WORK. A PERFORM ALL GRADING TO PROVIDE POUTVE DRAINAGE AWAY FROM DD j CLEARING,MISSING,STRIPPING,EROSION CONTROL,SURVET',LAYOUT. C CLEAR AND GRUB THE AREA WITHINTHE LIMITS OF ME STE REMOVE STRUCTURES AND SMOOTH.EVENSURFACE DRAINAGE OF DE ENTIRE AREA B Q CONCRETE MASONRY.NOTES: SIBGUDE PREPARATION AND F1049N GRADING AS REWIRED TO COMPLETE THE TREES MUSH.STUMPS,RUB&SH AND OTHER DEBRIS AND VEGETATION WITHIN OF THE IN CONSTRUCTION.GRADING SHALL BE COMPATIBLE WIN P I.. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING RESIUNC ON 0R PROTRUDINGiHR0UG1 74E SURFACE OF THE SITE AREA ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. TO ASTM C80,GRADE N-1,(FN=1,500 PSI).MED"JAI WEIGHT ONUS). PROPOSED WORN SHOWN IN TESL PUNS TO BE CLEARED B. UTILIZE SATISACORY FILL MATERIAL RESULTING FROM THE EXCAVATION 2. MORTAR SHALL BE TYPE'S'(MNMUM 1.800 PSI AT 28 OAYSZ T,1 RECRENCES 1. REMOVE THE(MLOWNG MATERIALS O A DEPTH O NO LESS THAN WORK IN THE CONSTRUCTION OF FILLS,EMBANKMENTS AND FCR 3. GROUT SHALL HAVE A MINIMUM COMPRESSVE STRENGTH O"2.OQU PS AL 12 INCHES BELOW THE ORIGINAL GROUND SURFACE:ROOTS,STUMPS, REPLACEMENT O REMOVED UNSUITABLE MATERIALS AS TURNER ' A DOT(STATE DEPARTMENT OF TRANS'CREATION STANDARD SPECFTCATIO7S AND OTHER DEBRi$BRUSH,AND REFUSE EMBEDDED W OR 28 DAIS. C. ACBEVE FINISHED GRADE.6Y PLACING A MINIMUM O 4 INCHES O 1/2'- 4. ALL CELLS CONTA48NC REINFORCING STEEL OR EMBEDDED ITEMS AND ALL FCAR WAY CONSTRUCTION-CURRENT EOTiON) PRO7RUDIYG'THR000H THE GROUND SURFACE RAKE,DISK OR PLOY 0- CELLS IN RETAINING WALLS AND 1YALLS BELOW GRADE STALL DE S ID 8.ASTA(AMERICAN SOCIETY FOR TESTING AND MATERIALS) iFE.AREA TO A DEPTH OF NO LESS THAN 6(NOT' AND REMOVE ' D. REPAIR ALL ACCESS'ROADS ANDSURROUNDING AREAS USED WRING THE rim I if GROUTED. C.0.WA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION) TO A DEPTH O 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY" CORSE OF THIS WORK TO INCH ORIGINAL CONDITION. S ALL HORIZONTAL REINFORCING STEEL SHALL BE PLACED 64 BOND BEAM OR EXPOSED. - TW' ' LINTEL BEAM UNITS 1.2 INSPECTION AND TESTING: 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL 3.7 ASPHALT PAVING ROAR 6. WHEN(ROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL A FICD TESTING OF F.ARTHWURN COMPACTION AND CONCRETE LYUNDEA5 THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOL.ARID A. DIVISION 600-KDOT FLEXIBLE PAVEMENT.(UPDATE PER LOCAL DOT) CONSTRUCTOV JgNiS SMALL BE FORMED BY STOPPING THE(ROUT POUR B.All..WON(SHALL HE INSPECTED AND RELEASED BY THE GENERAL MIXING TOPSOIL WITH SUM. OR OTHER UNDESIRABLE MATERIALS B. SECTION 40J-MOOT ASPHALT CONCRETE PANONEI:L GENERAL 1-1/2'BELOW.TOP OF THE UPPERMOST UNIT. COKRAD WHO SHALL CARRY WT RE GEI7FRAL INSPECTCN O THE 3. EXCEPT WHERE E%CAVAP.ON O GREATER DEPTH E INDICATED,FILL NOTES 7. ALL BOND BEAM BLOCK SHALL BE'DEEP cir UNITS WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE ODE WORK A5 DEPRESSIONS RESULTING.FROM CLEARING,GiUSSNG,AND DEMOLITION R ' 8. PROVIDE INSPECTION AND MEAN-OUT HOES'AT BAST OFVERTICAL CELLS SPECIFIED AND/OR CALLED FOR ON 74E DRAWINGS IT IS THE WORK COMPLETELY VAIN BITABLE FILL HAVING GROUT LETS IN EXCESS OF4'-0'OF HEIGHT. SUBCONTRACTOR'S RESPONSHUTY TO REQUEST TWELY DISPECDONS PLOP D. REMOVE FROM ME STE AND DISPOSE W AN AUTHORIZED LANDFILL ALL 0niyy N=N� TO PROCEEDING WIN FURTHER WORK THAT WOULD MAKE PARTS OF WORK DEBRIS RESULTING FROM HEARING AND GRUBBING OPERATIONS 9, All GROUT SMALL DE CONSOLIDATED WITH A MECHANICAL VIBRATOR. INACCESSIBLE OR DIFFICULT O INSPECT. BURNING WILL NOT BE PERMITTED. 11.. CEMENT SHALL BE AS SPECIFIED FUR WNUtEIE. C2 C 11. REINFORCING BARS-SEE NOTES UNAEH'pF1NFORCINC S7EE1'FOR REQUIREMENTS... _...._..._ ._ BOYS 1. EMSTING CONDITIONS INFORMATION BASED ON INFORMATION PROVIDED TO MMGY. 2. THESE ORAY&NGS DO NOT REFLECT ADEQUACY OF 9 EMSTING OR PROPOSED ANTENNA MOIAM MOUNT 0p$ggggqg$@@ CONNECTIONS.OR CABLE AITACHMF.NTS. INFlNICY DOES + 6C NOT'ACCEPT UABBUTY FOR ANY OF THESE STRUCTURAL ELEMEN S 1 ROUTE ALL PROPOSED CABLING ON E105TING CABLE �p LADDER. ACTUAL ROUTE ON DRAWINGS MAY VARY FROM. LL FlELD LOCATION OF EASTINC CABLE UNDER. A. INSTALLER SHALL.PROVIDE ALL NECESSARY CONDUITS AND GROUTS AS REWIRED FOR A COLOURED INSTALLATION AND SHALL COAPLY WTH EQUIPMENT MANUFACTURER'S INSTALLATION REQUIREMENTS. /(_._.�•. 5. INSTILLER SHALL PROVIDE ALL STRAIN RELIEF FOR ALL '�.�,!'Q LQ(` J uP&2 R�0 NOISROUING TLNG GRIPS THE ALL DC NPOOWER AND V^^••+�.:,.. n OPTIC CABLES SHALL BE UTILIZED. 1 ��} s EMSTING TRANSFORMER R / :; .. .�. JO 'S. S EN S . _..., - VIL IN 1 E]OSTING T qtt m. EQ1@MfNT NC—POUND ..... EI°SINO AT&T 1 ICE'.BRIDGE i C EASTING ACCESS T " GATE(TYP.) uvA(AM s))T ac7 la FA#10000059 POSM0 BE RDURD MHH EVSiCYc AT&T CABLESBARNSTABLE 870801 ' MEET L I...°+ ` r—"_._•^ 1. N'FST T<RAABLE MA M= T 7. ...EASIING F]95TINC CARRIERWNCREIE I I' I GUYED TONER. gCq� 3 EQUIPMENT PAD(TV.) i 9°B� j) B�Tir 705TIDOUBLE ° ENC DOUBLE it SW14G ACCESS CATS' I Q � 1� EVSTiNG CARMETR 9 EOPMENT SHELTER(T7.) . Ae NOTED DaSTING AT&T mw EQUIPMENT ROOM IN mion�A SHARED BUILDING P.Mpte. GRAPHIC SCALE OVERALL SITE PLAN 15' 7.5' 0 _- 7.5' 15' 1 OVERALL.SI7E PLAN CALLED NORTH SCALE; 22'x34"SHEET 1"=7.5' C3 SCALE: 11'x17"SHEET 1'= 15' 'ElF&%K IL NOTES 00 1. ALL ELLCTRICAL FmRIf SRAI.CONTORN ro TNT:LATEST EOIRDN O THE NATIONAL - EIECTRMA CODE(N.EG).MN APPUCA9IE LOCAL CODES, 8 2 GROUNDING SHALL COMPLY WITH ME,ARTICLE'250 O NATNXIAL ELECTRICAL CODE. PRG^OFD AldI(r)fIBtR 3. ALL ELCTR�CA!ITEMS SHALL BE U.I.APRROYED OR USIED. CA&15 AAD(I DC GBEES 10 4. ALL WIRES SHALL BE AWG MIN 2 ixHN COPPER UNLESS NOTED, BE ROUTED IN ENSrm i CONDUCTORS SHALL BE INSTALLED W SCHEDULE 40.PVC CONDUIT UNLESS NOTED "610AB(E'S OMEL AT&T �Oe _ E'MIIING 6. L48'AL AT SERVICE DISCONNECTS M1TIl SWITCH AND PANEL WITH ENGRAVED �I xVAt rLP, LAUACOD LAR(la LETTERS I•W HEM. A� E1Oa,NO LINEAGE ~�.-" f- ( ) 7. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH c � ir CABINET' '��\ �!._� .- B. POSSIBLE.SEND GROUNDING LEADS WIN A MINIMUM B•RADIUS CNCAGE uN INOFPENOENT lES1NG FILM ro IESf AND VERIFY THAT lffsSTANCE ,� ,ERETINO M(A75 DOES NOT EXCEED 5 OHMS TO Gt0UN0.IES1 GROUND RING RESISTANCE PPoDR TO Z EXISTING BATTERY U 1 I RACK(TYP.OF 3) MAgNC FWAI CRd1N0 C018fECT1ON5_;ro NTRA57RUC171RE AND EGIPMENT. CASKET' N , -EXistIXG GRDUNOING AND OTHER OPERATIONAL-TESTING 91N1 8E VNTMSSED BY ATQIS I CPS RACK REPRESENTATIVE. 9. PROVIDE PULL.BOXES AND JUNCTION BOXES WWM REQUIRED SO THAT CONDUIT S .I EA151NC RENDS OG NOT EXCEED 360 DEGREES. •b.:.•� EIOSIR:G.DC 1 f i MULTIPLEXER RACK to OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL YOU PERFORMED ON ��{/.W[`. PO'ATA PUNT •� iHis PROJECT.DELIVER CORES O All PFR1915 TO AT&T REPRESENTATIVE. �- l�--1 R It..SCHEWLE AND,ATTEND 04SPECTIONS RELATED TO E.ECTAICAI Vi M REQUIRED BY AIRISDICDCR.HAWNG AUTHORITY.CORRECT AND PAY FOR ANY WORK(EQURZO TO I J PASS ANY FAILED NSPECRON: EX151WC'. 12.REDUNED AS-BURIS ARE TU BE DELIVERED TO AN ATQT REPRESENTATIVE •`�yVCT4' .. C 13.PROVIDE MO COPIES OF OPERATION AND MAINTENANCE MANUALS N THREE-RWG HI T I POWERWAVE ORDER. JOHN G + OOSTINC RADIO 14.FURNISH AND INSTALL IKE COMPLETE ELECTRICAL SERVICE.TELCO COVD'AT.. �: S VE S RAM(1YP.OF A) 11E COMPLETE GWO SYSTEM. .IVf 15. (R NC ALL WORN SHALL BE PERFORMED( STRICT ACCORDANCE WIN ALL APPII CONTRACTOR TO GROUND ALL r!i BUILDING CODES ANSI LOCAL ORDINANCES INSTALLED IN A NEAT MANNER EXISTING BTS CABINET �. I' O EQUIPMENT IN ACCORDANCE WTH I_ SHALL BE SUBJECT TO APPROVAL BY AN AT&T RERNESENTAnV4:. MANUFACTURER'S SPECIFICATIONS. (GYP.OF 3). I _ i j la CONDUCT A PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDI 'FC1$TtVlE. ' UT• AFFECTING ITUS WORK.REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSMUCnDN. ..� , 17.PROJECT ADJACENT STRUCTURES ARE,FINISHES FROM DAJAIX REPAIR TO w ORIGINAL CONDITION ANY OAIJAGED AREA. I �I to REMOVE DEBRIS ON A DAILY BASS DEERS NOT REMOVED IN A rIMaY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE ELOSnNC-flay. ! CHARGED ACCORDINGLY.REMOVAL OF DEBRIS SHALL BE COORDINATED NTH THE .� CARNET OWNER'S REPRESENTATIVE.DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND , T OLWOSED OF LEGALLY. I 19.UPON COMPLETION OF WORK.THE STE SHALL RE CLEAN AND FREE OF DUST AND EXISTING RRU '�„ i ttff i % EQUIPMENT SELLER 20.PROS To ANY IR ER VICE CONTACT LOCAL UTILITY TO VERIFY LOCATION OF ANY °b RACK.. N ' DOCUMENT BJRIED SERVICE LONOUITS u�� i�1 f 2t.OONMENT GROUND RING RNS NLA001 AND CONNECTIONS 10 IT NTH fr PHOTOGRAPHS PRIOR TO BACN(iWNG SITE PRESENT PHOTO ARCHIVE A SITE crd.x�q ' '' ..- _ E10S11HC TELCO PUNCH UST'WALK TO AD RCPRE ENTATIVE , ® COPPER GROUND ROD �� I BACKaoARD 22 ALL ABOVE(TRADE CONDUIT TO BE ROD METALLIC. CONNECT PER %+-A I GROUNDING.NOTES:: R6TM.:aroam ' MANUFACTURER SPECS ' • CADWELD CONNECTION • MECHANICAL CONNECTION 1.ALL OOVY,7 CONDUCTORS AND(ROUND RIYC AND CONDUCTOR SHALL BE 12 ANC, BE � GROUND BAR `::T�_ IX ',_,�„• �~�..1 EXOTHERMICALLY MELDED.CONDUCTOR SHALOLID.BARE TINNED COPPER UNO.ALL L A MRMUM DEPTH ECTIONS TO GROUND RBElOW GIRANG SHALLOE FA#10000059 ELECLgCAL CONDUIT OF]O N046 ON ro THE LEDGE 1UIOMUN BEND RADIUS BE B ONES BARNSTABLE % CONOUCIOR SHALL BE AT IEAST 24 INCHES FROM ANY EO NMA710,ONO. GROUND NR EXIC�DOOR l �, 2 CWPRMSON=HYPE CLAMPSMECHANICAL TOR SPLIT-BOLT TYPE CCNUCTORS SHALL RE USED.OR CONNECTIONS ARE SPECIFIED:BMTEOL 870801 �.....� I GRIND OFF GALVARDA'C;W'.AFFECTED AREA EXOTHERI9CALLY WELD J2 CONDUCTOR 74GOAKSTREET -OC/110ER LINE. AT 6INDIES ABOVE GRADER FOUNDATION;WHICHEVER A HIGHER.CW)-CALY' WEST a4RSTABIE µAC= . AFTER. EXO111ERMICALLY.WEID'OTHEA ENO TO GTE,GROUND. NQIINF Y. 4,ENDS DWTOTO GRADE.MWNT PLC WIN GALVANIZED CLAMPS.SEAL OP y15 1. EXISTING CONDITIONS INFORMATION BASED ON 2 `@ IN r INFORMATION PROVIDED TO LY.•1RGY. ENDS g .1 THESE DRANNGS 00 NOT REFLECT ADEQUACY O- - S-FOLLOWING COMPLETION OF MURK CONDUCT GROUND TESL SUBMIT WRITTEN TEST Ft1 EXISTING OR PROPOSED ANTENNA MOUNTS MOUNT .T'' EQUIPMENT SITE.PLAN TO CONSTRUCTION MANAGER AND PROJECT MANAGER S 3e1� CONNECTIONS.OR CABLE ATTACHMENTS. INrDIGY DOES a ALL GROUNDING WORK SHALL COMPLY.WITH CARRER(S)STANDARDS pggege L' ' NOT ACCEPT LIABWTY FOR MY OF THESE STRUCTURAL ABBREVIATIONS: -- 7.GROUNDING REO UIREMENIS SHOWN ON THIS PAN ARE FOR(TENS THAT ARE P FUFxTS, - - LOCATED NEAR GRADE LEVEL AND THAT REED TO RE TIED TO THE BELOW GRADE R e- GGBE COAX ISOLATED GROUND BAR EXTERNAL GRAPHIC SCALE GROUND RING MICR MASTER ISOLATED GROUND BAR CALLED NORTH R UNLESS NOTED OTHERWISE ALL GRONDING SHALL BE IN ACCORDANCE NTH 181 pyr2 AT&FS SSEO DOCUMENTS 1018.02.OD4 VNDING,GROUNDING AND TRANSIENT � IP1 3. WHEN ADDITIONAL FIBER TRUNK CABLE EJ751S SST SELL SUPPORTING TOWER 6'. 3' 0 3' 6L PROTECTION FOR CELL SITES•.AND I01910.002'SITE RESISTANCE To.EARTH C CONTRACTOR TO PROVIDE AND WSFALL.A NEMA.3R CPS GLOBAL POSTICI NC SYSTEM - 24•x24•xB•WIN COIL OO'AN WOO AND SCREW-W Tip. 71PICAL MWNr.AL GROUNDING SHALL ALSO CORD Y NTH ALL STATE AND.LOCH COVER MOUNT ENCLOSURE TO EXISTING ICE BRIDGE CODES AND THE NATIONAL ELECTTICA.CODE(NEC). P POST. WHEN ENCLOSURE REQUIRED.USE ENCLOSURE OWL DRAWING SCALE: 22•x34E SHEET 1•= 3' A UNLESS NOTED OR MUSE,,ALL GROUNDING CONNECTIONS SHALL BE MADE BY M TOR DC TRUNK PASS INROUCH. GROUND TO EXISTING BCW BARE COPPER WIRESCALE: II'xl 7'SHEET 1•=6' ta1EXOIC ff515T,EXTERIOR GROUND SYSTEM. ANCE ro EARTH TESTING IS REQUIRED PER AT&T STANDARDS aY ALL NEW °'"vim` BFG BELOW FINISH GRADE SITES AS NaTED 4. ROUTE ALL PROPOSED CABLING ON EIISIING CABLE PVC POLYVINYL CHLORIDE .LADDER. ACTUAL ROUTE ON.DRAWINGS MAY VARY FROM CAB CABINET m ene FIELD LOCATION O EXISTING CABLE LADDER. C CONDUIT 5. INSTALLER SHALL PROVIDE ALL NECESSARY CONDUITS SS STAINLESS STEEL �AprUr AND CIRCUITS AS REQUIRED FORA NTH EQUIPMENT C GROUND UNDERGROUND EQUIPMENT MANUFAnON AND S1AL COMFIT WIIR EENTS. mAW. AMERRIGID GAIT WINE GAUGE .. SERVICE ALERT MANUFACTURER'S INSTALLATION REQUIREMENTS. RGS ROD AUTHORITY HEED STEEL SITE.PLAN 6. INSTALLER SHALL PROVIDE ALL STRAIT RELIEF FOR ALL AHJ AUTMORItt HAVINC:JURSDICTION INNFIN Y'ENGNEMNG HAS NOT CONDUCTED AN I CALL TOLL FREE CABLE ASSEMBLIES.ROUTING TO THE ANTENNAS TTLI`A TOWER TOP LOW NOSE ANPIi1ER CONTRACTOR LOAD STUDY FOR THIS EL ... LOADS PRIOR IS TO NSR U EXISTING ENSURE T L 7-800.982.7962 UTILIZATION�HOSTING GRIPS ON All DC POTHER AND J 11N0 UNLESS NOTED OTHERWISE �k)THREE IS AS PRK E TIC CONSRRUCTION ro ENSURE IHGKPBfR OPTIC CABLES SHALL SE URITED. FLT x1ECiRCAL 4ETAWC iL'BINC IS AMPLE SELRVIG AVAILA@E TQ Att01TM00ATEAOL ABOVE GROUND REVC THEDaSnNCANDPROPOSED:, YT. NDx'ONG DAIS BEFORE YOU GG IINFINIGY EN6NEfl518 HAS NOT EVALUATED THE STING C0.NDMONS INFORNAP.ax DAs�ON TOWER OR MOUNT to FOR Ms SITE;AND INFORMATION PROVICED TD NFlNICI'. ASSUL6 NO RESPOtMUTY FOR ITS STRIICIURAL A. �//^�� & .. INTEGRITY REGARDING ITS IMSTING ON PROPOSED - 2. THESE.DRAWINGS DO HOT REFLECT ADEOUACY OF I•' 9 @ LOADING. FINAL INSTALLATION TO COMPLY WITH EIOSDNG OR PROPOSED ANTENNA MOUNTS.MOUNT v N DR RESULTS OF:PASSING'STRUCTURAL ANALYSIS CONNECTIONS OR CABLE ATTACHMENTS WFlNIGY DO'S j NQO T�ATCCEPT IJA&71TY FOR ANY OF THESE STRUCTURAL � 3. ROUTE ALL PROPOSED CARUNO ON CASTING CABLE 888 LADDER ACTUAL ROUTE ON DRAWINGS-MAY VARY FROM FIELD LOCATION OF EMS' CABLE LADDER. 4. INSTALLER SHALL PROVIDE ALL NECESSARY CONDUITS AND CIRCUITS AS REQUIRED FOR A COLLETED INSTALLATION AND SHALL COMPLY WIN EQUIPMENT MANUFACTURERS INSTALLATION REQUIREMENTS w�}�} .S VIDE ALL STRAIN RE INSTALLER SHALL PROM FOR AU. �Y;,aw CABLE ASSEMBLIES ROUTING TO THE ANTENNAS. UTIUZAMIN OF HOISTING CHIPS ON AL DC POWER AND / F13ER OPTIC CABLES SHALL BE UTILIZED. OF A?W=Amr PA/&Z ANmm(np.. INS.... FROFOS ED AT&T N &,V A°(2"PETP 21CIM(s):SECINRS TOIAI) :Cl It Rse(rw a,(1)PETP AaaaasFo.Era>RRus-tt m(Fr> a< e sErTag(.r)—I m (0")mP smmt(a)sEr;Fvn rota) 9 �� _':ac° 2•' EIGSTNG AT&T PANEL ANTENNAS EMSTING'AT&T CCMBH R'TO REMAIN(TYP.OF E' TO REMAIN(TYP.OF(2)PER (1)PER.SECTOR,.(3)'SECTORS TOTAL) ... SECTOR,(3)-SECTOS TOTAL) T .....:.:....: w (1p PER SECTOR,(!)TSECCORS TOTAL) CE * APOP0.FD Aral18PUS-,T2 i PROPOSED ATa7 811 M8.(m...OF i. :(7YP.Of(1)PER.SECTOR (I):'R)P'3ECCW:(3).SFCF 0-FOTAI) n)SECTEIRS IOT.V,I ....APTDSED AraT DIY SQUID MCI&= EMSTINC iTRT DOB :uN TO EOS7W MKR 110(YrP Or?) i SQUID TO: _ Q - Im EMSTIN GUYED TOWER pny.0 Los . g FAN 10D00059 y s, BARNSTABLE 0 eTOBOT 'A?OP0SED AFAT'0)FLIP GSBEES 7A8a KSTREET AND I LTC GILCES TO D£ROUTID WEST BARN$fADI$MAmeu winATaT GIBIES so ul !I R I. oil AB MOi®' aimenA _ •. CR_OU�ld-NFL m ELEVATION TOWEK ELEVA710N NEW VIEW ' C5 v' EA7STPX Ar&T RRDEC32 82 (17P.OF N PER sLC1. S (3)SECTORS,orAu V_ Jill ! -EM5011 GIFTED TOWER 7 Jig PROPOSED(2)AT&T v VZ MG T Yd.W1ED 1D �~� EATSIWG toxDP LED ..•� J• /$�•'/7 l.L Vim~ GAMMAG. .— \� EXISTING AT&T RRUS-11 TO PWG°03D ATdr RANEE 1 E)SSDNC GUYED TO-AV? ,+e (TTa.a(q Ps ARrm+A(rrP OF(2)rw c- .—..:—'�.�}7�^•1. : 0..��.q act SECTOR.(3)SECTORS TOTAL) SECTOZ(3)SECTORS MrAU \\''.' •:..y ATdTA7U5-12 �.••.• -.pT GAMMA jy' \\, �• DaSTING AT&T RRUS-11 TO BE 1 B68(TIP'OF(!J i4R' �•1•.) �` 1 0, //�REMOVED(Tr.OF(1)PER �- 9E99(3).SECI ROTA(). :. EX)TING AT&T PANEL ANTENNA..... `\� R,r" �.. .. I SECTOR,(])SECTORS T07AL). : \.. \ EXISTING AT&T RRUS-11 10 • V S� fn lO BE REPLACED(TY'P.OF(1) _ . . PER SECTOR(3)SECTORS TOTAL)- :—. ..' , ,y X i \ REMAIN(TYP.OF(1)PER .. . _�7- •' SECTOR(3)SECTORS TOTAL) i No: spar" Q q , �z;_�.-" �cA�� �/ Y j� ...- �,� � o�?FclsTEaE°�d�`,.• E nSnNC AT&T DC G! /+WWMW Ardr 814 4t78 O.W.CY SOUK TO REMAIRB � ••^• (Q.AWSmttm(3).SLtJR1S TDTAC).. /._.• .y.�o EXISTING AT&T OCe C \ > GAMMA f 1 Y SOIAD TO REMAIN I } S ` RL 3Y� i i�l A[• A. f t E105TING AT&T PANE:ANT[ TO REMAIN(T19..OF(2)PER '/ EASiMG AT&T PANEL ANTENNA SECTOR(3)SECTORS TOTAL).) TO TOR.( (TIP.Of(2)PER _SECTOR;N SECTORS TOTAL) mm N.•mn N?OPOSED A RRUS,fY ALL ANTENNA AZIMUTHS MUST BE CORRECT (TIP.or(1)AN SEC702- e UPON COMPLETION OF CONSTRUCTION (3)SEC7OPs 70TArJ �- aw.m�a_ CONTRACTOR TO GROUND ALL EQUIPMENT P 4 Nw . oelr ANTENNA ORIENTATION PLAN E)aSTINO 00 MOLWTS IN ACCORDANCE WITH I\ANTENNA ORIENTATION PLAN (PROPOSED) , 10 MANUFACTURER'S SPEQFICAnONS- CALLED NORTH CALLED NORTH FA#10000059 EXIS7ING AND PROPOSED ANTENNA, IAA AND DIPLEXER MODEL NUMBERS BARNSTABLE ANTENNA PROPOSED.RRU AND CABLE SCHEDULE SECTOR 'PROPOSED... BAND ANTENNA O{HEIGHT AZINUIN TMA RRU CABLE 870801 SECTOR FIBER TRUNK SINGE FIBER JUMPER OC 3-PAIL OC 1-PNR,,UYPER RRU'S , 7490AK STREET DOSTRNc B00 10121 248'-0- W (2)LCP 17201 -- FIRER .. WEST BARNSTABLE,MAU= ! (1)(E)RRUS-11 ARiO'OtffO PA-655-BA-N ?M•-d• JO (1)((P)RRUS-32 82 f ALPHA (1)w (2)_x8 (I()I)(PPR:SWf323 28 21)(E)RRUS-11 gp" ALPHA PR�CISED -- DW-W48F -Er 1Id'-o• 3a l!J(P)(lJ )ew N� Fm N (1))(P)6144444478 s 5� p ( GBp - 6gC) 9$ EXISTING _- B0010121 248'-0• 3D' — __ FIBER (1)(E)RRUS-11 �� p niB@ ,.. ... .. BETA t2A,( B� (1)(P) (l Rpls-3x d 8 R e . EXISTING -- Boo 10121.. •211'-0• 157 (1)LOP 17201 -- FIBER (1)w (4A 1M- (2)t298' (1)(P)RRUS-32 02 (1)APdiD•®. — frBOP, P)R 4-3-2 nB G B (Ps 4478 EXISTING ROD 10121 248-0- ISO` BETA g (1)(P) A-JZ(1)NJ 814 4474 A1Ip< ?EPBo-es7leMu s49-O• 10 (1)(P)mus-m aw A (1)w (z)t299 s- h!"ex (1)(�RF:T32 BBB (1)(P)RRUS-32 B2 (Q.(P)'B14 4478 ge m H7G'GSED sa'4M-TORSI RIB'-0• 160' (1)(E)RRUS-11 FIBER .. AC4BIE LENGTH ADP CROW A%VrA G N(CONDUCTOR 10 WWV EXISTING — 800 10121 248•-0• 270' (2)LGP 17201 -- FIBER (1)0')RRUS-3x B2 mnnsm -- sewP°T-maw ata° aw U)(E)Rmrs-11 FEW ANTENNA GAMMA ... ( NI ' RIENTATI FROFOSED NBO-S V-ET 74r-O' 2Ar w- N(P)8:4474 O) ON FM EXISTING BOO 10121 248'-0• 27P -- FIBER .. �RF EQUIPMENT SCHEDULE 1244' 7:4' .MOUNTING PIPE (CONTRACTOR TO CONFIRM) z ��a LL. - aut 12.. g Cori s: Cl I SIDE KAH MANUFACTURER STANDARD TOE FRONT. MOUNTING BRACKET �04F �USTET �•KMW MODEL NO.: EPBO-654LSIi6-L2 ANDREW MODEL NO,: SBNHH-1D65A RRUSM.-.-.---+S-�'�S RADOME MATERIAL A5A RADOME WATER IA(; AL- RADOME LIGHT OtAY,RAL 7035 NfONN,(INCHES):27.SB'K12.44A7.4' UNIT GRAY,RAIL 7= flADOME COLOR: WEIGHT(LEIS)•55.12 DIMENSIONS,HAWS: 95.9'a12019.i' DIMENSIONS,NYNN. 55.6'r11.9'a7.1' WEK91T,W YAIGHT,W/ COLON:(RAY PRE-NOU,NTED BRACKETS. 48.3'LEIS PRE-MOUNED BRACKETS: 33.5 LEIS .. CONNECTOR 4a 7-16 DIN FEMALE .. CONNECTOR: 4.7-16 ON FEMALE '...... ERICSSON RRUS-32 DETAIL __ 2 ANTENNA DETAIL _3 ANTENNA DETAIL -- 'NOT TO SCALE _ N07 TO SCALE om P,ged Nrbr. EIOSTING PIPE MOUNT Fl*- .PROPOSED FUTER INTERFACE @ DC SURGE (CONTRACTOR TO.NER47)., FA#1000W59 SUPPRESSOR'SOUID',15-W. ?ART NUMBER:NEAREST TOWER-8T.MOUNT ON © SECTOR NEARES/TOWER f)OT PORT ON BARNSTABLE PROPOSED 9'' ANTENNA OR WRTICAL MAST RADIO 447e _ 870801 PROPOSED MOUNIWC 749 OAK STREET MO S BRACKET(TYP.) WESTBARNSTAIIU,MA� MOUNTING YNRNC R STANDARD U BRACKET R°n.r4 fLr. MOUNTING PIPE (CONTRACTOR TO CONFIRM_ PROPOSED PROPOSED RRU... ANTENNA(TIP.) S !Sg �g$p(gGpiBE� _ © •• O 105111{� SIDE BEAR I4P •' PROPOSED MOUNTING 'n4.4o m+s .. 'uANUFACiURER STANDARD NL7AptEf(1wJ AWNING BRACKET Aq � CCI MODEL NO.: HPA-65R—BUU—H6 MOUN1Nc PLC RADOME MATERI AL ASA RAIN°4t7B SPEaRr•TgNS. NES TO ANTENNAIRACTOR TO CONFIRM) . _ omua RADOME COLOR: LIGHT GRAY,RAIL 7035 NKW1C).(NOTES):1RD DC POWER AND FNER OPEC _a+•4o>b• DIMENSIONS.HxVhD: 72.3'r14.4•w7.3' . NEIGNI(U3S):59.5 TRUNK CABLES FROM GROUND EQUIPMENT WEICMT,W/ • COLOR:(RA7 MOUNTED EOUIPMEN1 PRE-MOUNTED BRACKETS; 429 LDS �E .. DETAILS F CONNECTOR: - 6.7-O ON FEMALE a ANTENNA DETAIL 5 ERICSSON RADIO 4478 DETAIL a SQUID.DETAIL A•°°a A�4+ xoT ro scuE n 7 ANTENNA MOUNTING DETAIL — -- -- C7 CABLE MARKING LOCATIONS TABLE 00 110 - LOCATIONS COAX COLOR 076NO.R(D EACH DEIHIFM NON.NOIES' SET OFT3'•IUMPER SHALL ND£BANDS BE COLOR CODED NTH ONE(1) 1.SECTOR SITE SPECIFIC ORIENTATION/ REFER TO IRF REPORT FOR EACH SITE TO DEE MUTH WILL VARY C AND TFFMNIE �g g EACH MAW COAX SHALL BE COLOR CODED NTH(1)SET OF FACE. ENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR p 8 3•WIDE BANDS NEAR THE TOP OF THE.JUMPERBe COYNECRON AMID NTH(1)SET OF 3/e.'W()(COLOR 2.THE ANTENNA SYSTEM COAX SHALL BE LAMED WITH MY.TAPE ng BANDS JUST PRIOR TO ENTERING THE B15 OR TRANSLUTTER EXCEPT IN LOCATIONS WHERE ENVIRONMENTAL'CONDITIONS CAUSE $ d am BWDINC .. 00-48-60-1b0. PHYSICAL DAMAGE THEN PHYSICAL TAGS ARE PREFERRED. - 66a CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTIE A THE STANDARD IS BASED ON EIGHT COLORED TAPES-RED,BLUE. ALARM CONTROL GREEN.YEILOW,ORANGE,BROWN,MUTE AND VIOLET.THESE TAPES • O ALL BOTTOM JUMPERS 5'HML(E WLCA GOOD W1H(1)SET - APNA RRU .CABLE MUST BE 3/4'WIDE AND UV RESISTANT SUCH AS SCOTCH 35 VINYL Z :OF 3/A'.WOE B/YDS ON EACH END OF THE BOTTOM dA�FR RA�y. ELECTRICAL o THE CODING TAPE AND SHOULD ICE P%A00.Y - AVAILABLE DID THE ELECTRICIAN OR SUBCONTRACTOR ON SITE. ALL.BOTTOM AILS STALL BE COLOR OWED WIN(i)SET OF 3/4'WDE BAGS ON EACH END OF THE BOTTOM JUDGPEA <.USING COLOR BANDS ON THE CA6LE5 MAR'A ALL RF CABLE BY .. ... SCIGR BEER :' CONVERTSECTOR AN NUMBER • AS SHORN ON•CABLE MARKING COLOR i:aL t O C'0.4 TONS �•�•�� ;... .. - __. .. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE.A 5 SHARED 11,1E BETWEEN GSM/3G COMA IS ENCOHNIERm.ME SDCONTRACTOR SHALL REMOVE THE COLOR CODING SCHEME AND ' REPLACE IT NTH THE COLOR CODING AND TA(OING STANDARD SCCffF:.... E7GSTIHC SECTOR ANTENNA'._ COCSSXG R85 BSO IS OUTLINED IN THE CURRENT VERSION OF THE STANDARD.I. LIE BHU ABSENCE OF AN E)GSI NO COLOR CODING AND TAGCNC:SCH INS . WHEN INSTALLING PROPOSED COAXIAL CABLES,THIS CI L TOP JAM CABLE(TIP) 20 10 24 AWW ALARM SHALL BE MOUMENTED AT THAT SITE REGARDLESS OF'TE -,AmIx CAM(�) .. .. CAME(TIP-) 6.ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHALL BE A O�FC)STEViE� 66 ALARM BLOCK. OF(3)THREE WRAPS OF TAPE AND SHALL BE NEATLY HdMM AND ��'.• (BY OTHERS) SMOOTHED OUT SO AS TO AVOID ANY UNRAVELING. RET CW 7.ALL COLOR BANDS INSTALLED AT THE TOR Or THE TOWER SHALL BE m A MIMMNI IF 3'WOE AND SHALL HAVE A MINIMUM OF'3/A'OF ..C' SPACE IN BETWEEN EACH COLOR.. B.ALL COLOR CODES SHALL BE INSTALLED AS TO ALIGN NEATLY WIN 0 AIAC ONE ANOTHER FROM SIDE TO SIDE �LARM BLOCK CONNECTIONS 0.IF EASTNC CABLES AT THE SITE ALREADY NAVE A COLOR CODING SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED �p,,,HOY°„ SECTOR PRJ... SECTOR BAR .,AMUREXc7 CONE REM NTH THE GSM TECHNOLOGY,THE EXISTING COLOR CODING SCIFLE �� , :'SINCE P", SHALL REMAIN UNTOUCHED.ALARM CABLE MINA SECTOD Q&Y W ARC .. 4 1 IUMPER CABLE TdBLE:MARIING`TATS ... Ha.ror. W SURGE SUPPRESS M IXOUIm WHEN USING THE ALIERNATNE LABELING METHOD,EACH RE CABLE.. �. 91ALL BE IDENTIFIED WTH A METAL.D-TAG.MADE OF SFM,4ES5 SiEEI R4en TPAe INTERFACE(NTH OVA) - ... .. "..ARC OLWNDNG KIT OR BRASS.THE TAG SHALL BE I'I-1/2•IN DIAMETER NTH X'.. FA#10000059 STAM ED LETTERS AND NUMBERS INDICATING THE SECTOR ANTENNA BWRD TO THE NEST TuN:�(nP). BE AS PSHOULD ER•CANDABBLE MARKINGCAMEOCPOSITCATIONS Tom.THE TAG SHOULD BE BARNSTABLE GRWNONc BAR OR CONTINUE DORM TO TIE G IMUNDING ATTACHED ND1 CORROSION PROOF WJ'E'ARWND THE CABLE AT THE SAME LOCATIONS AS DEFINED ABOVE THE TAG SHOULD BE LAMM 970801 RING AS SHOWN ON HIE'M AND UNITS LINE TAG*DETAIL. MARL COCA 5 1I THEN THE 2N .TAiIOAKBTREET AND AS RE MDPOINT(F THE lOATA .'VIMBARNSTABLILUTA026M ROUTE D ASARESf - AND A$REOURED BY SCOPE FIBER TRUNK OROUROKS :TDwc TO EXTERIOR ENT." B9FR Gp4 OD = PORT GROUNDING BAR ANTENNA ANIEIU ANTENNA v ANTENNA'; ANTENNA ANTE N PAST TFU RRI WAS RRU � MAST SIIPPRE59(N tl ygl i�� O:iFRFAW - ^ YU pp `6 MFARIUSTOR(TIP) 06 AIIC(TYP.)_ .. IT BOB(TW.). Pill fN0 BAR GND BAR C p OtWk�JO&W Sl AKDMON BIAS-T (OGEE) (0®Ej ... C - GROOM u..aaIW yTL1¢�sEW7ffD. NEAR A9 Ak1tED IEAn - ANTENNAS ANTENNAS - WCSSON P86 fifiO' mwaNe . i -. ... - - \ W� 'AIFCA CAGE \i4.AT NEARED (TV).. TIP. . .:12 Sm( ) W 6rrio Tm.. ORNDMG BAR OND BAR SCHEMATICS, CAFE) TO OFRRI RR DIAGRAMS AND xtn EOIPYENr NOTES .d..eo near 1' CABLE MARKING LOCATIONS DIAGRAM :/-3\SCHEMATIC DIAGRAM GROUNOING.SYSTM 00 fill ^ z NS cl 1 n SIS t i �SS�O EN L wti tt 4 t. . IAvt n �._.� . `. � ....... +ru FAA.o>000 3 _ 10000059 •••• - .._. - BARNSTABLE 870801 d , -- ALPHA SECTOR y BETA SECTOR :GAMMA SECTORVol S�� � l it . mmvia to ' PLUMBING DIAGRAM \AANTENNAAQUIPMENT SCHEMATIC YY�mo � U�c�eti�;k��� �aw� � � us.�s /�o �n�e—c%hu2c3) �c�loc�/e� �S'�� b�17- o f P I N N A C L E Towers Inc January 14, 2003 Building Commissioner.and Zoning Board of Appeals Town of Barnstable.. 200 Main Street Hyannis,MA 02601. RE: Annual list of tower.occupants.. Dear Commissioner:. Enclosed,please find the.required list of users on our,tower located on Oak Street. Should you require additional information,please do.not hesitate to.contact me. ASinclyA1CP.mitting Coordinator. 301 North Cattlemen Road I Sarasota I Florida 34232 888 748 3482 1 941 364 8886 1 fax 941 364 8761 1 pinnacletowers.com NAME ADDRESS ELEVATION TYPE OF ANTENNA Paxson Communication 601 Clearwater Park Rd.,VVest Palm Beach,FL 33401 400' Broadcast Radio Hyannis dba WPXC 154 Barnstable Road,Hyannis,MA 02601 3@340' 3@Panel Shively 6015-113 SkyTel Corp. 515 E.Amite Street,Jackson,MS 39201 371' Omni Radscan of Tampa, Inc. 160 Eileen Way,Syosset,NY 11791 334', P-260' Omni, P-CelwavePD10017-6 Federal Express 70 FedEx Parkway, 2nd Floor Vertical,Coll ierville,TN 380179671 P-,304'321' P-CMBNR, Bogner BFI Waste Systems 61 Commonwealth Avenue,South Yarmouth, MA 02664 317',65' Decibel Omni,Grid Dish Metrocall 6677 Richmond Highway,Alexandria,VA 22306 253', P-204' Omni, Decibel DB806D-Y Arch Communication, Inc. 1800 West Park Dr., Suite 250, Westborough,MA 01581 3@ 252', P-96' 3@Dapa 17297, Scala RA-45A-O Verizon Wireless 180 Washington Valley Road,Bedminster,NJ 07921 226',215',86' Omni, Omni, Yagi Town of Barnstable Police P.O. Box B,Hyannis,MA 02601 172' Celwave Omni Northeast Paging Inc. 100 Larrabee Road,Westbrook,MA 04092 P-150', 147', 2@0' ASP680,Celwave Omni, 2@1..2m Dish Motient Communication 300 Knightsbridge Pkwy., Suite 400,Lincolnshire,IL 60069 P-0' Sinclair SRL420NHD1 Sandab Comm, Inc. dba WGYL FM 2201 Old Court Rd.,Baltimore,MD 21208 106',196',198',212 Omni,Parabolic Dish, 2 Bay FM,6 Bay FM i l �I i i r Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, May 30, 2018 10:51 AM To: Icliftonhatcher@gmail.com' Subject: application TB 18-705, 74 OOak Street,West Barnstable Good morning, The subject application for a building permit cannot be approved at this time for the following reason(s): 1.) The application must be paid for before it is considered complete and can be reviewed. Please note that the first notice was sent 04/11/18 via email and the second notice was sent 05/03/18 via email. As of this time and date no payment has been received and therefore the permit is denied:You can reopen this application if the payment is received within 14 days. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Thursday, May 03, 2018 2:11 PM To: 'cliftonhatcher@gmail.com' Subject: 749 Oak Street,West Barnstable Clifton, I received your phone message. Referencing application TB-18-705. Payment must be received for the permit before it can be reviewed and issued.As of this time and date, no payment has been applied to the online application. It will be active and I believe it is complete and can be issued when payment is processed. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, April 11, 2018 2:48 PM To: 'cliftonhatcher@gmail.com' Subject: permit application for 749 Oak Street,West Barnstable Good Afternoon, Please be advised that this permit cannot be issued until you have submitted payment in full.The amount is shown online and can be paid thru Paypal, by check or cash in person at 200 Main Street, Hyannis. Thank you, Robert McKechnie "J Local Inspector h Building Department Town of Barnstable 200 Main Street (3 Hyannis, MA 02601 508-862-4033 1 Town of _Barnstable RECEIPT NAM 200 Main Street, Hyannis MA 02601 508-862-4038 1639. Application for Building Permit Application No: TB-18-705 Date Recieved: 3/8/2018 Job Location: 749 OAK STREET(CENT./W.BARN),WEST BARNSTABLE Permit For: Building-Addition/Alteration-Commercial Contractor's Name: MARK J LUDWIG State Lic. No: CS-103065 Address: DANVERS, MA 01923 Applicant Phone: (617) 615-7991 (Home)Owner's Name: AIRCOMM OF AVON LLC Phone: (713)570-3000 ell- (Home)Owner's Address: PMB 353, MCMURRAY,PA 15317 Work Description: Swapping/Adding Cellular Equipment to an existing cell tower. aor D o Total Value Of Work To Be Performed: $25,000.00 t D� Structure Size: 0.00 . : 0.00 /e 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Mark Ludwig 3/8/2018 (617)615-7991 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $25,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $327.50 Total Permit Fee Paid: $0.00 TI11IS.-JS NOT A PERMIT =_ _ I R V DAC a o� �7-az� +� THIS IS A QUOTE, NOT A POLICY C H U B B® W u WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY QUOTE PROFILE — VERSION 01 POLICY NUMBER: (6S62UB-OGi 6628-7-17) RENEWAL OF (6S62UB-OG16628-7-16) INSURED'S NAME AND ADDRESS WORKERS COMPENSATION ATLAS INNOVATIVE SERVICES INC INSURANCE PLAN 7 SURREY DRIVE A/R (WCIP) # MA CARVER MA 02330 POLICY PERIOD FROM: 07-20-17 TO 07-20-18 TOTAL ESTIMATED ANNUAL STANDARD PREMIUM $ 13539 PREMIUM DISCOUNT NONE 0900-20 EXPENSE CONSTANT 338 TERRORISM 107 TOTAL ESTIMATED PREMIUM 13984 TAXES AND SURCHARGES 732 DEPOSIT AMOUNT DUE 14716 Employer's Liability BI Limit: $ 1000000 Each Accident 1000000 Policy Limit 1000000 Each Employee INSURER: ACE AMERICAN INSURANCE COMPANY Adjustments of Premiums shall be made ANNUALLY ******* *****************«***** Deposit Amount Due: $ 14716 POLICY NUMBER: (6S62UB-OG16628-7-17) DATE OF ISSUE:05-25-17 WC ST ASSIGN:MA OFFICE: RMD CHUBB 24M PRODUCER: PRESIDENT INSURANCE AGCY 72XNY C H V B B® WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY QUOTE PROFILE POLICY NUMBER: (6SG2UB-OG16628-7-17) I INSURER: ACE AMERICAN INSURANCE COMPANY 12165-MA INSURED'S NAME : ATLAS INNOVATIVE SERVICES INC RATE BUREAU ID: 000375062 EXP. MOD. EFFECTIVE DATE : 07-20-17 PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER V OO OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 FEIN 474499974 ENTITY CD 001 ATLAS INNOVATIVE SERVICES INC 7 SURREY DRIVE CARVER, MA 02330 SIC CODE : 1623 NAILS: 23711Q CONTRACTOR - EXECUTIVE SUPERVISOR OR CONSTRUCTION SUPERINTENDENT 5606 52000 1 .87 972 TELEPHONE, TELEGRAPH OR FIRE ALARM LINE CONSTRUCTION & DRIVERS 7601 234000 5.38 12589 CLERICAL OFFICE EMPLOYEES NOC 8810 72000 .07 50 . SPECTRUM WIRELESS, LLC 0930 2421 .02 48 WAIVER OF SUBROGATION:CROWN' CASTLE USA INC 0930 4035 .02 81 DATE OF ISSUE: 05-25-17 WC ST ASSIGN: MA SCHEDULE NO: 1 OF MORE i C H U B B° WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY QUOTE PROFILE POLICY NUMBER: (6S62UB-OG16628-7-17) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 (CONT'D) WAIVER OF SUBROGATION- SBA NETWORK SERVICES, LLC 0930 4573 .02 91 ------------------------------------------------------------------------------------ 2.00% EMPL. LIAB. INCREASED LIMITS(9812) $ 272 TOTAL PREMIUM SUBJECT TO EXPERIENCE MODIFICATION 14103 MERIT RATING/EXPERIENCE MOD: .96 MODIFIED PREMIUM 13539 TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 13539 .00% ARAP MODIFICATION PROGRAM (0277) NONE EXPENSE CONSTANT(0900) 338 0.0300 TERRORISM (9740) 107 5.60% MA WC SPECIAL FUND AND TRUST FUND 732 TOTAL ESTIMATED PREMIUM 14716- DEPOSIT AMOUNT DUE 14716 DATE OF ISSUE: 05-25-17 WC ST ASSIGN: MA SCHEDULE NO: 2 OF LAST i ACORO® DATE(MM/DD/YYYY) AC� CERTIFICATE OF LIABILITY INSURANCE 11/6/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Leslie Hickey y President Insurance Agency PHONE (617)773-8800 AC No;(617)773-8808 250 Copeland Street ADDRIESS:lhickey@president-ins.com INSURERS AFFORDING COVERAGE NAIC A Quincy MA 02169 INSURERAASUI Indemnity Company 22314 INSURED INSURERBArbella Protection Insurance Co. 41360 Atlas Innovative Services, Inc. INSURERC:Torus National Insurance Company 25496 7 Surrey Drive INSURERDACe American Ins. Co. 22667 INSURERE:One Beacon Insurance Company Carver MA 02330 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1762805577 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADEOCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ X Y LHA111200 7/20/2017 7/20/2018 MEDEXP(Anyoneperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: I Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY (CEO accidentMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS X AUTOS X y 1020044134 7/20/2017 7/20/2018 BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per acc dent limit $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 38427E171ALI 7/20/2017 7/20/2018 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 0 X Y Follow Form Coverage $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 6S62UB-OG16628-7-17 7/20/2017 7/20/2018 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N NIA D (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 E Pollution Liability 7930048830001 7/20/2017 7/20/2018 $1,000,OOO Per Occurrence $2.000,000 Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) ***SAMPLE ONLY CERTIFICATE**** is included as an Additional Insured but only with respect to operations performed by the Named Insured, or on their behalf, on the General Liability, Automobile Liability and Excess Liability as required by a signed written contract or agreement with the (Named) Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SAMPLE CERTIFICATE ONLY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MAIN STREET ACCORDANCE WITH THE POLICY PROVISIONS. SAMPLE, MA AUTHORIZED REPRESENTATIVE Leslie Hickey/LESLIE �- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2114/01) The ACORD name and logo are registered marks of ACORD INS025 r201a01) i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street F Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Atlas Innovative Services, Inc. Address: 7 Surrey Drive Ci /State/Zi ; Carver MA 02330 Phone #: 617- 780-8958 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 19 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ace American Insurance Company/CHUBB Policy#or Self-ins. Lic.#: 6S62UB-OG16628-7-16 Expiration Date: 7-20-18 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: r��/'~ Date: 11/9/17 Phone#: 617-780-8958 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston}MA 021.11. Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia ,ir. AT&T Mobility c� SSO C &1 ate Road 13 Suite 13&14 Framinghdgm,MA01701 April 2, 2018 Mr. Brian Florence Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Building Permit Application Applicant: New Cingular Wireless PCS, LLC ("AT&T") Property Address: 749 Oak Street, West Barnstable Tower Owner: Crown Castle International Permit Number: TB-18-705 Dear Building Commissioner: New Cingular Wireless PCS, LLC ("AT&T"), authorizes Centerline Communications, LLC to act as our non-exclusive agent for the sole purpose of filing and consummating any land use or Wilding permit application(s) necessary to obtain approval of the applicable jurisdiction for AT&T's installation of antennas on the existing tower and related telecommunications equipment on the above-described property. Sincerely, R"Aht(e-8i�aty-Ler•>~ r Rachelle M. Bidon-Lewis Sr. Real Estate & Construction Manager i CCASTCROWN Crown Castle LE Charrllotte,NC 28277 ringdon Way'Suite 300 �,,�, Crown Castle,does hereby authorize AT&T Mobility and its authorized contractors/agents to act as"Applicant"in the processing of all applications,permits, research and other related activities associated with the processing,planning,design review,permitting, entitlement and construction of additional equipment, antennas and site improvements for the Crown Castle existing wireless communications facility described as follows: Customer Site Name: BARNSTABLE,MA(FA Crown Castle Site ID 870801 10000059) Number: 749 Oak Street Crown Castle Site Site Address: WEST BARNSTABLE, Name: Barnstable(Oak St.) Massachusetts 02632 This authorization is fully contingent upon AT&T Mobility authorized contractors/agents' compliance with the following conditions: 1. Crown Castle must review the application prior to submittal. Crown Castle must be provided all applications, narratives, drawings and attachments at least 72 hours in advance of their submittal to the locality. Use of email and electronic attachments is encouraged. A Crown Castle Zoning Subject Matter Expert(SME)will review and provide written comment to the customer within 48 hours of receipt of a complete set of application materials. If Crown Castle indicates that changes are required, submissions shall be altered in accordance with Crown Castle comments prior to submission to the locality.. Verification of corrections should also be accomplished via emails and attachments. 2. In no event may AT&T Mobility encourage,suggest,participate in,or permit the imposition of any restrictions or additional obligations whatsoever on the tower site or Crown Castle's current or future use or ability to license space at the tower site as part of or in exchange for obtaining any approval,permit,exception or variance. 3. A copy of the final permit and/or a written summary of the zoning/entitlement decision rendered by the locality and any/all conditions placed on that decision shall be communicated in detail to Crown Castle well within the appeal period provided by the locality(typically 10-15 days). 4. All conditions of approval pertinent to the construction of the proposed project must be included in the construction drawings for the project. The conditions of approval pertinent to the construction of the project shall be copied verbatim from the zoning permit approval language,and shall be present in the drawings prior to submission for building permits and contractor bidding. Crown Castle shall verify the inclusion of appropriate conditions of approval in the construction drawing redline process. 5. Crown Castle will provide a Notice To Proceed (NTP) to construction to the customer upon receipt of the final approved zoning permit and the approved Building Permit. By Crown Castle: Signature:. Printed Name: Kristian McKay Title: Real Estate Specialist—East Area Date: March 9,2018 The Foundation for a Wireless World. CrownCastle.com s xj A �a a P { k7 I'fSb't'4 p 4 N� f' CC) WIT 11 4 K o �— i t S ii bra. � y, �.y�-�: �i1. "�►• •(►fir ,� (j�.. L ; -„ TO t MU ! ' 1 � co �+• ¢, c Ou cu low grit ' t +4 � 1 ^fit y KENT WEINHEIMER Market Manager Cingular Wireless Project s . BECHTEL TELECOMMUNICATIONS A Unit of Bechtel Corporation 5 Merritt Parkway,SOMA Nashua,NH 03062'USA -- tel (603).889-4530 cell (978) 204-1342 fax(603) 595-2582 e-mail kbweinhe@bechtel.com i . A 4 rsr.a9.L NOTT=a ML•v'c I u.r_n w: 18.SEPARATE FBMT5: 1. THE E CONTRACT NOT ICATE HE TROD 3 f�3EC THE ENSMI STRICTURE, 1' RESPCNSBILITY� WITH�� I :TO f�NN N _MECHANICAL 6�VAC.S.Md�I2BMDVAL MCI TRANSMITTER BUILDING ADDITION Z THEY Do ti7f Iro1uTE THE AEhNCO ff CON6TRICTIOL 11E 02ITRACTCR SNLL 96RVICE DURING CCN6TZICTION ANY IZa DCATKN UTunES YHIW MAYBE O 5 m AEC=%AWRY m1mG CcNS"a a4 IS THE ImSPOi41B6JTY CF TE CONTRACTOR 19.CON RACTCR SHALL VERIFY N1 OMM06 W FIELD MO NOTIFY Afd]IITER cF tr PRAMDE ALL AEASLRE5 NECESSARY TO PROTECT THE STRL CTLI E N In CO6TRICTON 3UGH MEAAlZE3 SHALL IN1lt£,BLR NOT BE LJµTE)TO ANT' �d2 RELOCATION OF SERVICES MALE NECESSARY BY THE NEW 1 BRACING,SHORING FOR LOADS OL.E TO OCN5TRJCTION ECIF rr,ETC THE 02671 ON IS TO 006iDINATED MD APFROV�BY THE QMER ALL 06O�AMCFS F MAT',R4XU0 PRIOR-To PLACEMENT ON ANY CCMFO'BNf1 �. R ARCHITECT SHALL N4 BE RR PR CE L I FOR THE CONTRACTORS THE SA METHILn3, AT ALL TIMES.20'CNTRACTOR WILL TAIE ALL N smssAR1•FFr=rA TCN6 NaL.Lo G THE mz HANG INYARDHAVEN BAR W TE01'OCES.SEC..@l�5 FOR PFiDCl�IIE CP CCTbTRJCTXII OR THE SAFETY 2. CONTRACTOR TO PROTECT THE INTEGRITY OF THE D09TIG 9T1aJOTUa: Q C I- F ECAITKM Aro THE OBSERVATION VIS(T3 TO TIE JO3 SITE IG1.OE • MO MSION OF CLEAN OF OUST MAT AT THE PR.DAILY VACLAING, O PFEV G,r T O p Z B. ND IIWX_O SHALL 3 R MADE IN ANY 5,Td1CTLRAL w W1,HG..7,HE WIaTTeN � R MATS AT THE CONSTE 71ON A EA, INPIRFOE+r THE WEST B A R N S TA B L E, M A v� IN5PECTION OF T-W nEmS.I APPROVAL OF THE 9lRICTIRAL EN61N®2 RFLTRATION ON Dtlif AND MIST FF?OM1THE 026TRKTICN AREAS INTO THE W IQ�I FIXJNOATIONLS: 4. NO CNAN�N SIZE ON DIABNSION OF STF3I,TLRAL M6.BE a SHALL BE MALEOMER Z W 1. sFTEAD FOOTINGS HAVE Bel DESONED TO BEAR ON SOIL CAPABLE OF NIHOLIT THE WaTTIEN APPROVAL OF TE STR ICTLRN_ENGINER 21.LN.643 OTHE;;NSE POICATED,FiNgl ALL NEW Fi7A.E5 AND PARTITIONS TD SLWAW W6 A NET ALLOWABLE BEARING PWZW;E OF 1900 PSF. 5, GENERAL CONTRACTOR TO FIELD VERIFY N1 DIMENSIONS MO EXISTING CCI` iO'6 MATCH SL RR7LrOpCa NEW HOLLOW METAL DOD$94LL BE PANTED SAE C0.OL c 2. 54MAD FCOTNGS SHALL BE POLi>ID INTO AN EARIHFMIED TRENCH F SOIL BEFORE FABRICATION CF STTd1CTUZAL STEEL OR CR6TRK1101 AS FRAAES. • COORIO6 PERMIT. 6. THE CONTRACTOR IS BIBLE FOR LIMITING TW AMWNT OF CO6T1aXT1ON LOAD 22.UTILITY WORK THAT WILL REGIME A WDOM OF DOSTNG SERVICE WILL.BE 3. BOrTW OF EXTERIOR FOOTWES SHAD BEM A µNIMAA OF 7-W BELOW FINAL WIPOSED UPON Snd1CTLRA_FRAMING, OMMIR ICTICH LOADS SW1 NOi EXCEED TIE R OLY��OWNER AFWid7VAL MD OJCFDNAITON GRADE.CONTRACTOR TO VERFY NTH BUILDING.OFFICIAL HAVIN6.ImsmcTIOd MSG N CAPACITY OF THE FRA.RG AT THE TIME THE LOADS ARE O 4. FCLtCATXN WALLS THAT RETAIN EARTH SWILL BE BRA®AGAN 5T 7. THE 37RJMUZE IS RESEEDLIMIT TO FICTION AS A T U'CN OaWL TICK THE 23.OCOIOP l NTE A wcw W/OTHER TRACES AD EJOsTAG oOD moo TO BACCFIWNG PRE55LRE5 CONTRACTOR IS RESPONSIBLE FOR PJNSHNG ALL TSW CIRARY BRACING MOTOR ELIMINATE C 4 JCM AO/OR WE .3.THE CONTRACTOR SHALL 5. wH3E FC 14DATICN WALLS AFE TO HAVE EARTH PLACED ON EACH SRE, SIPFORT THAT MAY BE RECAaED AS THE REACT OF THE CONTRACTORS PROVIDE ALL ONSETS.FRTINGS TR NSITIO%EXTIEN31O6,ETC,IRFCJORED FOR / v RACE FILL SM A-TA EOUSLY SO AS TO MAINTAIN A C:M,KN ELEVATION ON CON57RLT N MS7HCC5,NO/M SEOLE>CM A OOJR.ETE AM RNCTXNAL SYSTEM EACH SIDE OF THE WALL 8.DO NOT SCALE THE5E DRAWINGS,LASE DIMe451CN5. 24.CRANN65 MRE DIA WAMNTIC a STOW OLY THE H$67AL AFW143 W OF EACH , 6. CONTRACTOR STALL VERIFY THAT THE ATONABLE BEARING RRESSfE 9. CONTRACTORS Mi4't;=T1CN A D/CR ERECTION SEQUENCES 54ALL RE-COGNIZE AND SYSTEM BECAJSr OF 9,IALL SCALE OF ORES,IT IS NOT P OWELE TO STOW OR OO,OITTON OF 5LOWL F THE BEARING PRE4SL RI=15 FOLHO TO BE LE53 CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF 3TM.CTlRAL ELE MB(M INDICATE ALL BRANCHES CFFWM FITTINGS,BCOE9.AND ACCESSORIES VIHXSH THAN ASSUMED NOTIFY THE ARCHITECT/STRILCTIRAL ENGINE82 CAJyNG.THE CONSTRUCTION PERId7. MAY BE REWR®.OCN RACrOR MJST CMEPU.LY RA£STIGATE SiR1CTlRAL! - FINSH OOFOnlCN5 AR{{TNG ALL WDK FLI N13HING 9JCH FTr rM%TRAPS, 10. THE OONTRACTOR SHALL PROW THE STRJCTLRAL EIN6I®R IN MRTI G OF ANY VALVES.BOXES,AOCE55QWA ETC,AS MAY BE RECIRED. <C - DEVIATION FROM THE CONTRACT DOC SHAM NOT THE CONTRACTOR SHA NOT BE HELD 110 NOTE:GRADING 1. CONCRETE SHALL HAVE A WNMJA OOM-RE9SVE 3TRla43N CF 9000 P51 OF TE F FS ORSIBLL.ITY OF SUCH DEVIATION BY THE STRICT RAL ENGINEERS REVIEW 29.LOCATTCN 6 NEW ECl mENT,PIPING,MO AsSoDATE)ITEMS 9HOWN ON THE E ASTING FROM USG MAP AFTER 28 DAYS. �ICNLY INFCTd THE sTF&cT PROOLICT DATA,�1L B�GIP CF CONTRACTOR ONATIO S AT THE OCAT M NO nW WK ONLY THE TOR Anm CONNECTIHALL IOO S To�EJO� Q• NO WWC ORVE R< 120 130 2. fZEINFOSMG 1O)BE ASTM OBIS GRACE 801IdE59 K71137 CRHHLIISE TIME OF SLM53IOl AND THE 57Ia.)MRAL ENGINEER HAS GIVEN AFFROVA-TO THE MLTdC A.L.QFFSETS FTTTWG3.TRMWTIONS,EXTENSIONS,ETC,REO.IIi?ED FORA •I( �� S'E IC DEVIATION OCAPLETE AND R I4CTIONAL SYSTEM BALL BE FRCAICIM AT NO ADDITIONAL COST. 9. ALL ACCESSORIES R TO BE 9LPPCRED IN ETHE2R SPA®WITH NEWITH CRY ALL EXPAN SM BCLT3 SHALL BE RAW_-0dT5 MMLFACILIRED BY THE RAW-R11G h n•,G ��®h iIEccW&Em N'D cn E Y NRED TO76E IWC IN ACCORDANCE WITH C181 1 1. 28.N1 EXISTING DL1CiWCTaC ELECTRICAL OR MC-0UWCAL RRN6,CABLE TRAYS,ETC. (V Q' T •17ECO.�EL®PRACTICE FOR RlCJNG REIN-CRCMG BARS' CaPM1Y,INC.OR EO.UL ARE NOT NECESSARILY SHOWN ON OWES BEFORE OCNTRACTCR FLA E3 A BID IT 13 EXISTING •C H W r RYE 4. N1 REINFCRGNG SHALL 8E LAPPED 9Z BAR CAMETERS I I'-4'W.@ll D�f 12. OFEN4G4 V-4 AO LESS ON A SIDE,VE G3ERNIY NOT SHOWN ON THE IMF97ATIVE THEY VAST THE JOB 3RE!FIELD VERIFY THE EXACT LOCATION OF DRIVE W� C: 1 184 NH-- • A3 01H:IIsFC E NOTED. 3TR ACT RA_DRAWINGS T�TO THE AR7fi1EC LRA.AID MEGMNCAL ALL EXISTING EQ IRMI NT,D.CT MC RRNG.ETC IT WILL BE PART CP TE !� 67ANNGS FOR 9JCH CBVa6S. CONTRACTORS RESPONSIBILITY a THE OONIRACTCR WILL BEM THE OONT TO V NEE - 1ST. LO U IS k 5. PROVIDE OOaE CH R BARS TO MAT HORIZONTAL.REINFCMCIG W C ITSDE N FACE O= DEVE AND RELOCATE ANY EXISTING OBSTACLES ONION WILL.INTERFERE WTHE DRIVE ALL WALLS, WHEfRE WALL HAS NO T3IDE REINFOICJNG R pRWCE a4 C ,E BARS 15 ANY A ALL WOOD USED IN OO CFAI ED SPACES.(STLCS FURRING.M µ1ST BE CONTRACTORS ABILITY TO INSTALL ALL NEV OR RELOCATEDWO IC IN THIS O O M O, � SPACED H=ZCKTA LY AT i'-0 CENTER To CENTER AND(3Ia3 VERTICAL SFPORT FOa= T'Va7�WT TREATE). Al C6ASN6 WN13 TO 9TRUCTIRAL LEOC FR.ECT. -15TING 2/y T BARS,LEG OF CORNER BARS SNLL BE 7-0,LNL FM NOTED OTHERNSE 14. ALL INTERIOR FINISH MATmALS µ1ST BE CLASS III FLME RETMROwn. 77.CONTRACTOR SHALL NOT INSTA102AIT.PFM LIG HNNGI OR OTHER •EXISTING BARN 6. PRNICE 2-5 BARS,TOP,BOTTCM SD3 MD DIAGONALLY AT CORN3Q5 OF ALL OB3TRLA7nC 5 LIOER OR ADJACENT TO HVAC EQUIPMENT TNT WILL ELIMINATE � EX15TING BLDG, 1 OPENINGS IN CONC IETE WALLS EXIOEF YY A3 OTPE M32 NOTED SUCH BARS SHALL IS. F THE AEA ABOVE AJSBNOED CEILING 151S AS A FE:TRN AIR R.BdAO R CR CBSTRL CT AOCE59 TO COILS,MOTOR.VALVES.SWITCHES PANELS,ETC CAVE- - ---- --1 - \� DOTED 7-0'BEY"OPENING IN ALL DIRECTIONS SHALL NOr CONTAIN CO.BLeTIOLFS IINOLIDRG PVCI LIN.EW SJCH MATERIALS ARE NO WON 7. NO CPBdNG,S SMALL BE MADE W ANY STR1CTlJRAL M3.Bex WtTHC/r LWaT7EN COVERED NO PROTECTED TO AFFORD A FLAME SP EAD RATING OF 23 OR LEAS AND 28.F THERE IS ANY WOW TO BE DOE ON EXISTING ROOFS,SUCH AS ROOF EXI ING IY E®TI NT'' I AFFWSNA-OF THE SlBEJMADE IN ANYB45 sTRR SMOCE LEV86®RATING OF 50 ON LESS*-EN TESTED IN ACCORDANCE WITH F$fiTRATON5 OR STANDS,OR ANYTHING THAT DAMAT�S THE INTC6alY OF THE v ASTMS" ROCF,M05 WOW MST BE DOE BY A CONTRACTOR L ICSOM BY THE ROOFING EXISTING •/ V/ o a 9 yyyy}�� 8. THE ARCH TECTLRAL NO MECHANICAL ORANNCGS 94ALL BE ra3�TU MO 1HE IvEBRAE MO FAC1UR µ APPROVED� HE ET BE APPROVED THE M6MBRA E µOAF.SO CDC.PAX EXISTING / 1 r u e 9 E VARIOUS TRADES ARE� FC 61BLE R THE FLAC'JNG OF SLEEI£S,OUREf 18. PROVIDE W EXPAI`6CN JOIN r WTERIA_BETWEEN ALL CNCETE 91Ad9 AND AS TO NOT VOID OR INTEadPT EXISTING SINGLE FLY M 3.BRAE ROD= SSS BOXES,AND-IO RS.VENT OPENINGS,ETC THAT MAY BE RECJIFED ABLITTINS CONE OR WA30NW WALLS OCCIaa R E NG IN EXTERIOR OR U ATED WARRANTIES W• n 6 Tc 9. MESH IN16-1 TO BE FLINSHED BY FLOOR SLAB CONTRACTOR INTERIOR 29.IKEEF OCWTRKTION AREAS Fitg FROM FRS AT ALL TMES. \ ^/ / y{ 17. WATERPROOF WADS OF EXCAVATED AREAS WITH TM COATS OF TROWELED OR ( \� PG // 1 � ai E� 10. CO'NSTRKTlCN",ITS BALL OOCLR IN AREAS OF LON STRESS OR AS DOE 9FRAYED ON ASPHALTIC BASE WATERPROOFINGC2FCJ"O. 90.AC70APLSH ALL WORK AOCORDIG TO FLMLA SEOFICATOHS MD 18 ®AT \ DRIVE I T a 6➢� BY ENGINI35 CL ALL NST L)CTION JOINTS SHALL BE NET'®NTH A I IJW W -FOR WAVING.INSTALL 4*6 ORAINAH>E TILE AT PERIMETER OF EXCAVATED CODES CODE MOE9 ARE A H STANDARD FECIIl3.B4r. . \ NO = Ef AFFA9 BELOW FLOOR 91B ELEVATION COVER TOP JOINTS W/I SLB.FELT N'D \ - _______ 1 ' U m° . IEYWAY,WITH N1 RERFCRCIN6 EXTENDING TH7CA�H THE JOINT. \ _ _______-- _J ^- MuoLAH O 18 CC•RSE R7CF OR GRAVE 1[fE TIE 9/THY PER FT.MmN TO FONT 51.R N!H!INSTNI Al MATE IAS SHOWN ON OWES A D SPECFICAT IONS UN M EXISTING 1 5 11. CONTRACTOR 94ALL SLJBMT CNCFETE MIX DE51GN S FOR REVIEW'WELL W CF DISC HMdSE arrE RYISE I'OIC'ATED. \ ELDG / s e� ADVANCE OF O NCETE RACB.ENr.CONCRETE MIX DESIGN 9.4ALL INC.L� -FROV�TSaZTE FROTECTCH A3 REQUIFEX. \ EXISTING 1 Q' .y Al STRECGTHI DATA NECESSARY TO SHOW OCWPLIANCE WITH THE PRO.ECT -CALK AD SEAL AT ABASH,ELASS DOORS EMRAACE DOCKS,BOr7C4 FL.ATT3 52.FORE DRINAAS E S-FRINICE C LANTITY a LOCATION AS WORMED BY LOCAL \\ NO WOW - FITRIAL S'ECCATICN6 FOR EITHER THE T RIA_BATCH OR FIELD DHFERIENOE METHOD A D AfdXUND Al ELC-CTRICAL BOXES MUMM W EXTE TOR WADS. CIE/FIRE MARSHAL \ ISTING 1 s ' MD SHALL BE CERTIFIED BY AN ENGINEER IS�STERED IN THE STATE W$E . \ C1F.R V Lu THE STR.CTUEE 13 LOCATED. \ I c �• - 38B'TIDIER 12. WELDED WIRE FABRC 9NV-L OOFOR4 TO ASTIR A 185.11ELC87 WIRE FABRIC 1 w� gg tyS SHALL COFOU TO ASTM A 185. 13. ALL REINFORIONG SHALL BE DETAILED,FABRICATED MO PLACED.IN ��� AM TR LIST I •�T v o 1 $ Al ACOCIRW4M NTH ACI DETAILING AIMLUL 1988 ISP-06l. C \ `` Z E n [BAY g 14, MINIMUM CCMCD;a=FTE COVER LhLES5 NOTED OTHHSWI5E: 1. THERE ARE NO CHANGES50,11FICANrGRADING _ y C I c-. LJVFOR ED 5LIRFACE IN CONTACT WITTH THE GRIM1•D..... 3 IN EFFECT STCFM RJJOFF WILL AREA OF ` .•.; ::.:.. ..: I ^ 7Zgyg THAT PAD! ' v a{ � .. ,.::.. ....: N E FCFa ED 5LI�ACE5 EXPO•_IED TO EARTH OR WEATHER. NEW WCaC - I VJ_ 2. GRADING TO ACCCAW!COATE NEW I e6 BARE AVD SMALLER..................................... 2 IN NEW ARD DRIVE OLY-SEE DETAIL I 1/AZ.00OW 05 BARE AND SMALLER.................................... I J/j IN EXISTING BCLL,VD FORMED 5LJa=ACE5 NOT EJF05ED TO EARTH OR NEAT-ER TOWER BEAM5,GIRDERS,AND CCL.LK45.......................... 114 IN NEV NG � I SLAB5,WALLS.AND MATCH EXISTI JOISTS TONER `\ O 01 1 BARS AND SMALLER................................... 9s IN NEW 014 AND 018 BARE.......................................... 1 XO IN - SITE PLAN NDITON TOI A^T Tou CTFR _ 1••SOLO• 1. ALL 5TAJC7LRAL 5TgL SMALL CONFORM: Q ASTM A500 ASTM A56,EXCEPT AS yNOTED. FORA5TM A501,Fly-36 K51,FOR STEEL PISTAJCTLIRAL TLHING �0I'G A57M A572 GRAM 50,WHE7E SPECIFIED. MOSTIN6 BUILDING S I rvLLJ\L LEGEND SHEET INDEX GCL./CX 2. ALL 3TTd.CTURAL STEEL SHAM BE TETARID,FAIRCATED MO ERECTED WITH EXISTING BtuouNc EXIST PARTITION J m •AISC MANALO=STEEL CONSTRLCTICN'191ri EDITICK � C1.0 51TE PLAN/DETAILS w S. BEAM ccN ECrWN 5 SHALL BE DESIam FOR O .D E4oLF THE AJWMABLE LNFCRIA CUT!EXISTING `�-- TO, AO.O COVER SI'�T �m ILL! 2 LOAD FOR BEMIS LATERALLY 5L.FPORTED AS SPECIFIED IN PART 2 OF TIE'A �s'�5C T �; V/ H- - SPECIFICATIONS'LN_ESS N711D OTHERN15E �'� -_ HEN Dom• STING JT HARDWARE-TDOC TO REMAIN a A 1.0 PL-Af�15/EL.EVATIONS w � w c-C�a d. SMCP CCNPEC71CN6 SEAL BE WELDED:FIELD CONNECTIONS SHALL BE BCLTI�OR NUITON _ - •�• SLAB � FAG H-N WELDED AS 940M ALL BOLTS TO BE $'DIAMETER A325 LINO �`I / 1� ��ATrD� A2.0 WALL 5ECTICN5/ F W �(/)N Of 9. ASS FINAL BOLTING STI W SHALL HAS BE PROPERLY LbrrLY AUG-ED.W"O%THE STRICTURE i _ �' � I✓= FRw ceAmyncN DETAILS z O W Z o f 8. MSCELLA E0.8 ANGLE LINTELS SMALL BEAR 8•NN"ON MASONRY OR AS SICMI `c Q Ia v13Eo ITEM A3.0 EQUIPMENT PLAN cr U N IN DRANNGS BEM6 9WJ-BEM 8•MINIµ.M ON MASORT MO BULL BE +`!•. EXI57M: ,y O EL I` AN04CRED THERETO WITH A Govsal Yf TYPE AI OCR EXCEPT AS UME RW15E f ROAD TO "W,® O KEYED NOTE3 ' NOTED. \ ' ,NEW QTNC FDLlrID DATE REWSONS 7. IT SHALL BE THE SE R CTO RFSR7N61BIL17Y TO BRACE THE STEEL FRAME IN ORDERJ SLAB!FEi7E a MTAIL CAJ.DLIr.CETAIL TO HOLD IT IN ALGAE NT AND TO SECUREND IT AGAINST WI Aro CO STR ICTCN SITE NLMXR/S-EET NACM WADS UNTIL A L ELEMENTS ENTS OF THE RUC STTLF£5 PERMANENT ENT LATERAL BRACING _ SYSTEM ME IN PLACE. NEW R'AD SEE' 8. S4CP PAINT-GRAY PRIMETR. 9. BASE PLATES,AN04CR BOLTS.SL.PPLRT ANGLES ETC.BELOW GRACE BA N.90 SST AZ.OLL BE \ \f CW C DATA COVEED WITH A M KWJA OF 3'ON CONCRETE OR PANTED WITH ASPHALTIC TYPE \ \ ice" 8 BUILDING D 199E BOLA IREF.SECT. PAINT. Lim�P B_TE EOCWMIINICATIONS 904. DATE: 07 MAR. 2002 1 O. SRJCNG OF STD M6.OVAL F THE S IZJCT ON THE DRAWiN1G7 IS PIROIIBIIi� NTHOUT WRITTEN APPROVAL ON THE 9TRICTRAL E�GIE32 C FAZE APFRE.951ON SYSTEM POT 9,FRES.� 9OA . \ TABULA ALLOW 2C BOX PIIo.EeT N0. 887A • FI13 rD WEI�I INK: TABULAR ALLOW MZEA I4AO0 309.1 1. WELDING TO BE DOE BY A CERTIFIED WELDER IN THE TYPE OF WB 71N6 ARREA° FemLI ' SIB.2 A0.0 BEING P6FOAID. AEA INCREASE(SSRI .0 BOB'S 91�'ro' 2. ALL WELDING TO BE DOE L61NG E7m ELECTRY.ES. BLOC AREA VLWN.IACTUALJ 14,WO/1,835 S. REMOVE P WITH PRM6R AFTER WELDING 19 OGPLt TE R.BANDCOATINGST,PAINT A OM16R COATINGS POOR TO W3DPJ<' TA9lLAR ALLOW HT. 40 503.E TCOA+IP WITH �p ENLARGED SITE PLAN Op LOCATION MAP FIT' �1 I 504,2 ' BLD6 HT. l 40/1 BM ooNGRAerw ro e¢w +cV my I/18'v 1'-CY NOT TO SCALE �aRe�Nsm°�u rvl°rn IonaN.As 4. N1 EXISTING STEEL SIFACES TO 0E FREE OF PAINT OR OM1Ai FOREIGN GRAVE..U3N6TH IACf. 200/46' I0089 MATERIAL FiaCR TO WEDING. 0CC PANT LOAD PYN•OOOC.PIEV FACILITY)I1008.0 oeAw,en ODD®en L J y r I , ® t --------- -- - ----------- 0) �I � m Z� TI t pRCGE In M Ul Q — i FnRDGE Z g''' I rr D I �a � m I , II I II ,, - . - Q ® 0CN oaSTo+s BUILDPIB -- o Cd•MTRXTON TOM" I >_w R ��� • R _� I ti_� >_� " I Rp ern g a `-^e 0C<C �j {fl {�X 1j M8)(IB 4 — 1 1 1 AI /V @ R I r --- O O _ -O - g� I -' L x----- ±< vexi6Fie ' _ -' i < r, I��1111 LA m O J r' ' CBS y1 I S(/{ F 20.0 lit ' ;b L.L _ -- x V r�-`max � ♦ �� :L•--•�.�� J� F W FLOCK TiD IAA.�Of7Y �U 1 InQ 14-0 go 24-V ;! 9 NEW DOsTm BULDM >N CONST LMM TO RSMP1 o _ I mmr lips . � $ og x D ; g A . �@ Z I , t= 12. g Q O O g I a Z ` J -AI Z I ----- -- -- I 20-0 C I ag Jffi 1a'-0 I I i 13 ON D i g g m IT, III a — � r� r i ; 4____ .� �4 `' Zj , gcn Z i b 4 gq�� Y DRAWING TITLE SCHWETYE ARCHITECTS �U�y','°� `�� PAXSON � s Q o , , , . , 215 n. meramet avenue, saint louis, missouri, 63f05 D DEMO. & FOUNDATION r r I ^a'�'° �'�'r COMMUNICATIONS PLANS AND DETAILS N ,may g'P > PROJECT TITLE (314) 726-4858 fax (314) 726-6194 /: CD >+m Tn TRANSMITTER BLDG.ADDITION 9 720 OAK STREET amp..+r �v.��.°a w m•aaw. a e°�n y A 2870 SCGERER DRIVE - SUITE 200 v o g rart.n.m Tnr wr�.°a.n.Iw.v n°� .w g.°D"'.�...a. 9n m ••� Ago o D n� WEST BARNSTABLE, MA °.°tea are b..�r wow.Illw°o,l°��a ea..o.ra°.m a° L� ° SAINT PETERSBURG, FL �9 r O FNSH FLOOR Tro S71$ oNT V:4 §p i 4ii21 Z rro Lwscxrr x A mce � �m m 'A � 8t7 a R F f s'-a'SFr W/LOCAL OCCE . 9'-4'V71FY FW9H FtACR j5 � 1p � i ES+e 3c al 1'0 W/LOCAL OCCE Y &MI ja20. Se —lei m P Ce�ggss 4 FPISI FLAQt �� I 9'-4'VEWIFY VARIES W/LOCAL OGLE O tJ + O� P� �a m � Iqgil 46 21 jR 9 go Ob 14'V pl >E 7-4'VBFIY YI pp W/LOCAL COM T-4' N-& pl O m D �4 �4 gj� 9 R 4 —4 � g •.�. . m n i t �� g � � � ag e m a41a AT a did �q € DRAWING TITLE SCHWETYE ARCHITECTS PAXSON SECTIONS & DETAILS • COMMUNICATIONS 215 n. meramec avenue, saint louis, missouri, 6J105 y t7 2 ��€ A PROJECT TITLE (J14) 726-4858 fax (J14) 726-6194 2 3 r Y Z O N TRANSMITTER BLDG.ADDITION g A •.w. ,�..,a as.nuw.,.,.m. .�,m a �a Q 7 m o n 720 OAK STREET pa�.n•..v. •.a.wwdu.e- .,•ae...r•pr�r1�a a�.n y y ;^/ 2870 SCGERER DRIVE SUITE 200 nre�nkw.a ww.e n pet b rga•e6 In > n� WEST BARNSTABLE. MA •m�a a re a a>wow.mwn se.m.,�(a se�..b.wau�e.eezp / (� SAINT PETERSBURG, FL L T'0,�sE TTS %,*3' J r � L--------J L---J y rill I I I I r i-----------------1 -- '--------- i I I I I ❑nL--; 9g I I II • I I 1 I ❑rJ L� 1 I II I f__________ I I I I I I , I I I I L J ----- ■ I I L_y I I I I I 9 L------- ----------------J r� PLUMBING TREE- r� —x ■ ■ ol I ■ --_ ■ x 4 ------ o ------- 3�Y 12 N ¢¢ g F xFo 0 10 N 1------- ' e-,Y-E--- . . - - - _- - x • x ' , G € DRAWING TITLE C/ SCHWETYE� ARCHITECTS a�� s, PAXSON a l< Q o , , , , , EQUIPMENT PLAN z F 0 o �o COMMUNICATIONS 215 n. meramec avenue• saint louis, missouri, 63105 O 3 r - g 0 D (314) 726-4858 fax(314) 726-6194 .n O O m D 4�1 PROJECT TITLE / c A ro yC TRANSMITTER BLDG.ADDITION » , w N M a+v ea.Lq .n. ao.oLq a �a 9 m 2870 SCGERER DRIVE— SUITE 200 a m c 720 OAK STREET "" ° ',°i,�" �",�;; L�f9 `�.� SAINT VET— SUIT G, 0 WEST BARNSTABLE, MA a a.roeo�.m� onsw��ia a.r MLCM1La L C�GSETTS 300 w, I � ' 1 • W, QQ•___-_�_-____'-___--___-__' , 1 •------------------------• E I I , I I I , , I I. .yZUWZ11LL, 1'tT-LOW ' C -------- + I ,I r_______J -� � :�•• , TOM LI NTINIi PANEL •I------------------AND CONTACTOR IF EOSDNG 60UD1Ellf- APPIICABIE MD,IOIbT L , I 1 VdFY 106TI N a CTOICI.OMR RITE ♦________________________♦ • Tim NDT ODSTrq L I `� A-6 ■ y� W GLI qgg IMPS -3� MAIM SERVICE ■ ANU-1 A-16,20 NCTtON BOX �-R FUTURE AUTOMATIC I© A-11IO REOURED FOR CL I I x • 1 CI.G AA 6ATELUTE DISH '.� TRANSFER SWITCH FOR GENWi_ -1T OLD l `_-, - i I : RELOCATED . .. i I C_____________M1_] r_________J -------------- I AC UNIT A-1SEE am DIAGRAM •i LNE CRAM P1Md x MOPI MOPI i EC SKOLL OBAM Ei coma Dx~ ----�. .__.i�1MCILFEEDER SMCIEE----------`��`---------�---�-----.-- � 6 •--'- l' RAILS NO VEINY PRESSURE SWITCH SURGE - I---IC� C�I---I��--- muftoff AND CAI---I��n-I�-- ,LDes POORroFwlBo BUPPR�asolT -, ' IO ' x :m TIMES EMPILL! A-13 00 l_I PLUMBING ;-----'-----t �-------- °R!'FER iY R►IIOCAlE3 mm • „ ❑6 n s�TO 6 wN P"wo 10 tF+O�CAy FOR WUPKW AND rDLTlloc , Eeefiu DEER0. CENBRATOR •..,� ItE>DUTATOR II A-s p�,SH 0 x qss ■ ■ ■ —-—-— ■ ■ ■ YMI'PUMP O� y IOC ` �� C.S TT �N Z o LE D p x Raua4-w 4-CaaXr NEAT ExawlcER 1CAL� v� FOR MORE DENERATOR x u • SIZE OF TPAD By cc WIN MC FOR I swiv TAN x C ggQp/ �� x x / d Q 1G � U I OF DOER 24 COOW PLIEIRA1101I3 A WAIL ,PDVWM FOR ALL OXAPNOWVIP V-4 L C.G TO VWY BTINRMT ClARIANQS R/OMPMW MMAWACRRER O KEYED id TB: (This sheet oAl nly} z ®� L I R a�1-0- ry YW� P�' O N ACCORDANCE WITH E NEC.AT000RCIM LOCATION AND YONNRNO /'������� `s TRAY Q 3CME 14 .t-0 HOOK WITH TRANSMiTtER INSTALLER. ��� �� sheets) ❑2 PROVIDE 6- /f0 AND t- If GROUND N 1-1/4-CONDUIT TO SATELLITE Q DISH. SEE SiIE PLAN MR LACATION OF DISH. Qom, I. HE ELECTRICAL CONTRACTOR(DES W L S ANY STATE i�pR COMPUNkE WITH THE URO ECM OF 10. OVOIC1�ENT PROTECTION DEVICE SIZES AND TYPES FOR HNA,C EQUIPMLTIT SHALL BE VERIFIED WITH Oj 2 PARALLEL SETS OF 4- 500 MW AND 1- I2/0 GROUND IN 4-COMMIT THE NATIONAL ELECTRI(i1L CODE AS WELL AS ANY STATE REDUTATIDN OR LOCAL ORDNANCE MALNUFACT RER S CATIONS FOR INSTALLED EQUIPMENT, CIXXiDINIATE WITH MC, UNDERGROUND TO ATS. SEE ONE-UNE OAGRAM FOR CONNECTION. THE © 4- #12. 4- /10, 1- /10 GROUND N 1-1/4-CONDUIT FOR NEATERS AND 2 THE LC SMALL OF THE STUD(THE RUMS AND VISIT OF BID SITE 0VERIFYINGPROM ALL GENRES PERTAINING 1D It ALL WIRING SHALL 8E COPPER./12 TIM N CONDUIT UNLESS NOTED OTH&WASC RECEPTACLES. HOMERUN TO PANEL A. vERFY REQUIREMENTS ",�,a�V°.Ilw-4L °n::nKr THIS PORTION OF ATE WORK (PRIOR 10 SUBMITTAL OF BIDS) 70 PROVIDE A COMPLETE AND AND PROVIDE COMPIFTE CONNECTION.OPERABLE ELECITBCAL SYSTEM AND N FULL COMPLIANCE WITH ALL COBB. OMISSIONS SHALL BE 12. VERIFY a PROVIDE 1"C FOR FUTURE CONDUCTORS TO FUTURE AUTOMATIC TRANSFER SWITCH wool W�RAN.EMENT OF ALL SWITCHES WITH OWNER AND ARCHITECT. w� vv ' OORRECIFD AT THE ELECTRICAL CONTRACTOR'S EXPENSE mo a.n.en.ne o mat.nm 13. ALL UGHRWO FDRURES AND LAMPS TO BE FRONDED AOOORD 8Y, RECENEp, STORED AND WALLED BY THE © PROVIDE 3/4-EMI'lY CONDUIT W/ PULL WIRE TO (/O PANEL/1. aua wm um ww va " 3. ALL GROUNDING SHALL EE IN STRICT ,MICE WITH THE LATEST EDITION OF THE NATIONAL. ELECTRICAL CODE ELECIRIGIL CONTRACTOR (EC.). SEE ONE-ENE DIAGRAMAND COMARK DRAWINGS FOR MORE DETAILS. "'O°"'"'a°°1�'r iD a•'•a 4. ALL PAMELBOARDS SMALL BE FURNSHED WITH A CURRENT AND ACCURATE TYPED SCHEwLE CARD 14• ALL ABOVEGROUND CONDUIT SHALL BE EMT. ALL CONDUIT TO THE HIPS SHALL BE RIGID METAL ❑7 PROVIDE 120/1 CIRCUIT FOR FIRE SUPPRESSION CONTROL PANEL LOCATED ON THE INSIDE FRONT COVER. CONDUIT. NO PLASTIC CONDUIT IS ALLOWED IIBOVECROUND. CONNECT TO PANES.A. O. REFERENCE MECHANICAL ORAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF 15. EUECTRCAL NOTE THAT THE SURGE SUPPRESS BYPASS SWITCH AND VOLTAGE MECHANICAL EQUIPMENT. CONTRACTOR SHALL SUBMIT SHOP DRAWNGS/SUBMRTAUS ON ALL EQUIPMENT 10 OR,® REGULATOR ARE SUPPLIED BY CCMAw AND INSTALLED BY THE ELECTRICAL ENGINEER FOR APPROVAL PRIOR 10 ORDERING EQUIPMQNT. SNITCHES OR PANELS. CONTRACTOR. THE ELECTPoGIL CONTRACTOR B RESPONSIBLE FOR COMPLETE �!r 0. TECEPG1ClJ3, LXpNf STIETCN BWD$ TELEPHONE CURETS,ETC SIWL NOT BE YOWIIED BACK 1D BACX SUBINiTTALS 9H1ALL EE COYPLEIE AND INCLUDE MECHANICAL EpUXPNENT ClR SHEETS CONNECTION OF 71E EQUIPMENT. VERIFY PROPER 11lG SIZES N COMWNKS 7. PROVIDE CONDUIT FROM ALL PNOME/FAI CURETS TO 1HE TELEP110/E SYSITH Ton4aa OONCURS EQUIPMENT AND MAKE ANY MODIFICATIONS NECESSARY FOR PROPER SMALL HAVE A PULL WiRE INSTALLED- STUB 3/4-COMM FROM TELEPHONE CURET TO ABOVE FINISHED COMNECDOHL SEE ND COORDINATE um COMMK POWER DOTRWWN DW,RAM COLNG- PROVIDE INSULATED BUSHING ON CONDUIT END. CURVE CONCUR TOWARDS DIRECTION 0 PROVIDE ,-CONCUR W/PULL WIRE TO APPROPRIATE HIGH POWER AMPLIFIER(HPA) OF TELEPHONE SERVICE. COORDINATE WITH TELEPHONE COMPANY PRIORI TO WALLATTON• ®0 PROVIDE 1/2-CONDUIT W/PULL WIRE TO APPROPRAIE NIGH POWER AIPLIFIER( IIOroMtrAl.w 6. CONTACT ACT TELEPHONE COMPANY(PRIOR TO SUBMITTING BPS) TO VERIFY ALL DETAILS PERTAINING TO THIS HPA) A:Ry WORK. ALL MATERIAL AND LABOR COSTS INvOWED WITH THE TELEPHONE COMPANY SHALL BE �j CABLE TRAY SHALL EXTEND FROM PANEL TP ALONG PMMETER R INCLUDED N THE 80. OF WALL TO PANEL MDP2. NOT SHOWN FOR CLARITY. ® VERIFY EXACT LOCATION OF RECEPTACLES FOR MAGIC im O-w� T7•B. CONTACT ELECTRIC COMPANY OR C TO SUBMITTING OCIATE BPS)DIE VERIFY ALL OEAAIS HALL B I TO INCLUDED SWITCH AND OTHER CEILING RECEPTACLES. WDIK ALL MATERIAL AND LABOR QOB15 ASSOCIATED WiTH,HE ELECTRIC COMPANY SWILL BE INOLLDED ® E-1 IN Ba PROVIDE POWER FOR DUCT SMOKE DETECTORS. COORDINATE WITH MEC-OCAL CONTRACTOR. PROVIDE AUOBLA/VMUAL ALARM INDICATOR - SHEET 1 OF 3 i IRVraga y I I �Rpy i a > 3 --------- --- -- -, II I b I I I Ir A Q o I I - ■ I I - II I ----- I I I , I I I I I • I r---------- > 1 II O ■ O � __________ it I I ppp I I . •y 4� NNE-V 4��VV4 t I'17 �f m I I _____ II SQ C rY{.i cop I I I >Q 8 u � • $ r� > > m € y -------- gill $E}$$f gj W O 4 �_ $ � zo - o .' Fq sll� V" rn s 8 $4 R11 a NEW TRANSMITTER BURDING FOR asw r rsW1XcrARCP°rar as ' Mw SCHWETYE ARCHITECTS s bL PARSON COMMUNICATIONS *i.n e 1 � 4 rned :w a» 2+5 n.me emac eve..eand bola.mbsourl s91pS f° $ (a60) 889-707a (314)r264W FM (31•)ra4i 16aSR BARNSCABLE,MASSACHUSEM �• GROLNMG LEGEND KEYED NOTES: (This sheet only) ACN MR CONDITIONER GR(1A1D I _ 0 SEE iEC7URN PLANS FOR EIMACT LOCATION OF FENCE BBO BOND M BURIED OBJECTS AND GATE g q L------'--------'------r�� BSB BUILDING STEEL BOND FIF `---- WEIECTRNCAI CONTRIIC7OR SHALL MIKE i9NAl OO/NECIIOMCSO CABLE SUPPORT GROUND TO TOWER GROUND. L------- = E -----'------i------'--- - - V c EI EEEI BURIED EKTERIOR ElF1TR00E CROIAD RIiD ❑3 4•COPPER 1:A:(37P)TO INSIDE AND OUTSIDE TRANSMITTER 2 FQ FENCE ORO" EQUIPMENT MID ACCESSORIES. CC CATE ORO" O CONNECT TO COPPER STRAP PROVIDED BY EQUIPMENT MANUFACTURER. � ' � � LLI m CARE GROUND R00 ELECTRODE `---'-�------ ----- ---. � i -------------------------+ ® PROVIDE GtOUINDINO CONNECTIONS TO ALL EQUIPMENT, ' L WO ICE BRIDGE SUPPORT GROUND r-----I W' , YON MULTI-GROVHD NEUTRAL - I I. �--_-a - ------------------------ n PGE POWER CO.GRDUNp ELECTRODE +-----r-------� , NEC TEL00 ENTRANCE GROUND i i iL-- . , , PROVIDE A C0N1lW - TCE TElCO G10lID ELE)CTROOE - ---� � � , r-------' `7` LOOP TO All EGUihENT I I CABLE TO CABLE CADWELD CONNECTION i i *m__________________ __� I ' EOWPYDNT i � `i; m,2 V mRiy�V III�L Jwma V ® CABLE TO GND. ROD CADWELD CONNECTIONEXISTING - ' - NO WORK ' L____J ' • ■ O O O tl I GROUNMG NOTES GROUNDING ABBREVIATIONS x E.& SHALL VERIFY CONDITIONS of EXISTING cRrnIDNa SYSTEM 1. ALL GROUNDING MAMMALS AND NSUIIARM METHODS SWILL BE ACHI E.C. SHALL FURN, a INST. 1—/2 AWC BARE SOLID TINNED COPPER N AS SPECIFIED. G O.WIRE FROM THE 2 WAC UNITS TO(HER)CONNECTION 2 GROUND LEADS STALL NOT BE SPLICED. ■ TO ENAC UNITS SHALL BE MECHANICAL.AND CADWELD TO (HER). STPQ x ��. NO; E.C. SHALL FURN, a INST, f2 ANG BARE SOLID TINNED COPPER GD. CONNECT NEW GROUNDING STRAP ■ © C C 3. METAL CONDUITS OR METAL CLAMPS COMPLETELY ENCIRCLING WIRE. ONE FROM POWER C06 GROUND ELECTRODE(POE) a ONE TO OUSTING BUILDING GROUHpNG G GROUND LEADS SWILL BE PROHIBITED. TELEPHONE ENTRANCE GROUND(TEO)BOTH TO (EFTS). OOWEICTIONNS SYSTEM,VERFY THAT Ot6TING ; ■ GROUND"MEETS SPBCWCATIONS - �__,- 7O(POE). (lE0) a (EER) SHALL BE CADWELD. i 4. DISTILL GROUND LEADS N PVC CO►DUITS ONLY. ■ I - '••,• , a MINIMUM BEND RADIUS SHALL BE 8'FOR f8 WERE AND 21'FOR/2 M. EC SHALL iuRN a INST. #2 AMC BARE SOLID TINNED COPPER GND. ; - -` x AND GREATER MARE. WIRE FROM EXISTYq BLDG. STEEL FRAME to(HER). CONNECTION TO .---_--•---t � BLDO. FRAME TO BE IECHNAHRCAL AND TO(Wo TO BE CADWELD, ■ i -? a ALL UNOERGROMNO CONNECTIONS ECTIONS ON THE LIGHTNING PROTECTION EMEND OROUND UP TO ICE BRIDGE ABOVE BUILDING. GNWAIM SYSTEM SHALL BE EXOTHERMIC WIELDED USING THE CADDWELO C• I PROCESS.THE E.C. SHALL FLML aNST.ALL THESE CONHECTIONS INCLUDING WELD ►HUMS. MOLDS AND TOOLS.THE E.C. SHALL CSGI E.C. STALL FURN. a HST. "2 AWC BARE SOLID TINNED COPPER ORD x • 11 FURN. a UIST. 8'sS/8'OOPPER CUD STEEL(COOPER JACKET 0.0012' WIRE FROM ICE BRIDGE CHAIN EL TO (EER). DONNE nON TO ICE ■ ■ ■ ■ ■ YIN.)RODS, ORNEII VERTIGIL MID TO BE 36'BELOW FN. GRADE ------ BRIDE CHANNEL AND((EEO)SHALL BE CADWELD. , 4 THE CC. SHALL TURN. a HST. AMC BARE SOLID TINNED COPPER � • HER: EC- SHALL FURN. a[MST. 12 AWG BARE SOUR TINNED COPPER BURIED LIGHTNING : y .MTIE AT A DEPTH OF 38' FlN.GARDE FOR THE BLDD. EMEWOR ELECRODE GROUND ROD (HER) BURIED AT 38'BELOW ON ROGF GF `--------------- ' Fti AND TOWER. FINISHED GRADE AND HORIZONTALLY MAINTAINED 2'-0'FROM ANY O x a ALL EXTERIOR GRID. CONNECTIONS STALL BE CADWELD ROUTE GROUND TO 8'I8/8'FOUNDATION WALL OR CASSON. SEE NOTE a 0 R F R. ALL iIEpMHLCAL FASTENERS CONNECTIONS TO ALL GROUND BARS fC: EC. SHALL FURN, a INST. 1-/2 AWC BARE SOW TINNED, —x x x x x x� o COPPER SWILL BE LUBRICATED WITH A CORROSION NNW=('000-OREA9E7 G O MARE FROM MEN FENCING TO GROUND RN 0(EEII). CONNECTION 0 OR APPROVED EQUAL TO FENCING SHALL BE AT THE BASE OF FENCE POST USING CADWELD. 10. THE NUMBER OF GROUND RODS SHOWN IS APPROXMATC THE WEAVE GRD. WIRE THRU FABRIC AND ATTACH TO 70P RAIL WITH CADWELD. CONNECTION TO EER C ELECTRICAL CONTRACTOR S RESPONSIBLE FOR TIE NUMBER OF )SHAY BE CADWELD. GROUND RODS NECESSARY TO ACHIEVE T1f REQUIRED RESISTANCE. THE REQUIRED RESISTANCE LEVEL IS 2 OHMS OR LESS. UPON GGt SIMILAR TO FENCE GROUND(FC)D(EPT THAT E.C. SHALL FURN. a INST. COMPLETION OF THE SYSTEM, THE ELECTRICAL CONTRACTOR 1-f2 BRAIDED GRID. WIRE BETWEEN THE PIPE ON THE GATE POST AND SHALL PERFORM A AS BEEN TEST VE VE7uFY TW1i THE REIOWRED THE PIPE ON THE CATE FRAYS. CADWELD BOTH CONNECTIONS, ELECTRICAL O RESISTANCE LEVEL HAS BEEN ACHIEVED. � GROUNDING ,�1„wv— PLAN 11. CARE: E.C. SHALL FAUN. a INST. 8'a('•y COPPER CLAD STEEL Oft. RON sN,LIE 1/4'-1'-0' UND■„J rL.AN � QV COPPER STRAP TIRu ECUWMEM PROVIDED eY MANUFACTURER. TO 38'BELOW FN. GRADE AT A MINIMUM SPACING OF 18'-0•. CONNECTION z 1Z COPPER STRAP JOM SHAD.BE OVERLAPPED AND DOL7E0 OR M(EER) SHALL BE CADWELD. ,z SILVER SOLDERED_ USE 6-1 4'BOLTS IN PATTERN FOR MECHANICAL CON ELTIONS AND ANY BENDS IN STRAP(STP) ■SC: EC_ SHALL FLIN, a DINT. 1-/2 AWC BARE SOLID TINNED COPPER CRO. w 0 SHALL BE KEPT IN A 4'MDL RADIUS. WIRE FROM ICE ORO"SUPPORT POST TO(EER). CONNECTION TO Z 13. . TIE ALL EARTHING GROUNDS TOGETHER FOR A OOUNTER POISE ICE BRIDGE SUPPORT POST a (EER)STALL BE CADWELD. V4 SYSTEM. MAGI: E.C. SHALLL FURN. a INST. 12 BARE SOLID TINNED COPPER CONDUCTOR 14, THE COMPLETE GROUND SYSTEM SHALL MEET THE LATEST FROM MAIN A/C SERVICE DISCONNECT SWITCH NEUTRAL BUS BAR TO APPLICABLE EDITION Of THE NATIONAL ELECTRICAL CODE (POE).CONNECTION TO (POE) SHALL BE CADWELD a TO A/C SERVICE (� AND ALL STATE AND LOCAL CODES. DISCONNECT SWITCH NEUTRAL BUS BAR TO BE MECHANICAL OTT o NED 10. PROVIDE TELEPHONE ENTRANCE GROUND SIR. 12':4'xS_/8'THICK PGEI E.C. SHALL FURN. a INST. D'al-COPPER CLAD STEEL OND. ROD N COPPER• MOUNT ON CHERRY'NSIAATOR STANDOFFS. EMILL TOR MNIYINM 8-2 HOLE LUGS (POWER 00.GROUND ELECTRODE')AT 38"BELOW FIN. ANIC. GRADE, COORDINATE WITH POWER CO. 9980 Q' Ab b. ro s weo"'m"OVTM'cwo¢""� NO iQwM(6 ORSp!MO Gu[A TEW EC. SIWl FUiBN. a 1H6T. #2 Am BARE Soup TINNED COPPER _ GROUND WIRE(TELEPHONE ENTRANCE GROUND)FROM (TGE)THRU G�S ,0/s L 1'PVC CONDUIT TO PLYWOOD 7ELERMNE YDLWTHC BOARD LOCATED AND LOOP AND ATUCH TO PLYWOOD BOARD. TGEt E.C. S►ALL FLOM a INST. 8':('•.COPPER CLAD STEEL GD. ROD N. (TELOO GROUND ELECTRODE)AT 36'BELOW FN.GRADE, ' SM E.C. SHALL FURN. a INST.COPPER STRAP.4'WM 08.710CIt, MECHANICAL CONNECTION TO ALL N$IDE AND OUTSIDE EQUIPMENT. MCI E.C. SHALL FURN. a WT. /2 AWC BARE SOLID TINNED COPPER, EXTOD FODW EM-Tf FROM BUILDING STEEL CONNECTION(NO) UP TO ICE BRIDGE ABOVE oluNRnolr BLILDINC. Damon • Q-w/G Tw E-3 SHEET 3 OF 4 I I g a a l t l l l iyp _ - - _ - - - - •+ oru Dy 1P I aat + aaat • � I I I I ..JAL I I I I D I I � E L J., !� Jt 1 � I I I I I i 1 - I � I i I I � I I �•I I I ' WNWSte i xo P i 20AAP I ~ 2"SIR 1 I I e $ I I .. ---------------------1---F----- fCAA1* ------------ L PIN 1PIR I I F__ � a .saw,sa►ar I i . I I � 4 ,ca w m O �� ip Yf I D I z Z Z ' r �Fq L----- = rn a al Qeg�� NEW TRANSMITTER BUILDING FOR P _ PAXSON COMMUNICATIONS �. SCHWETYE ARCHITECTS ., C IONS - :,� . A. 215 n.mmmec awe,saint bLls,M1.wA,33105 mad BARNSTABLE,MASSACHUSEM a,.� �r•+.0.�wr. (NO) 80-74� "'"72B'�° ~" �'°' ,°' 4 1 " Y � c Nisfill � � € fig; gg a g WIN . go 9 IV C. 11, � Is all AF fig 5� ==_� Alls, "m 11 Ill 11 Qs _ -------------- A I I • I y � `z I ___L_ _J — i ---- - I I I I I VL I I it lips 1. I 1 I I I II p I 1 N , I I , Q r, �� —x ■ ■ ■ --- 01 am y g io-- I x Jill 1 I $$yy 0 f 30 21 a a x :I I . I I I I x p t ; 8 J 1 D 1. cy30 e rn o? Z p _ •: CFO D0 NEW TRANSMITTER BUILDING FOR °O '",/• Gem Loom 'RD,%"ARCk�''e - S ° is SCHWETYE ARCHITECTS o � PARSON COMNICATI ONS e i n °° MU €° B me d 215 n.meramec eve..aoM bide.misswli 63105 !! 860 80-7078 M4)ra&4M Irr (31+)rmem � 6��� BARNSCABL.E,MASSACHUSETTS ••r• .w..r.wr' < Si ups m � � � ���� � tj S � 7 � •RQ§j � O � � Z p� � � gig .. � � < � >n I A= € Rif 8 < Rill; �� i R # $ �� M 4 _ F. 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N �` A �m 7012 � To A4 / g �t1 tp ql ii 7� 7755 YY I VG i � > 4 Im li F> 1 Vi A4 2 id C D qrt Z / m p / , I A $� - M m vo � z c mop 41, Oo r g Cn p 7- I 0o € E P DRAWING TITLE SCHWETYE� ARCHITECTS PAXSON COVER SHEET COMMUNICATIONS 3� 215 n. meramee avenue, saint louts, missourl, 63105 qg 1� PROJECT TITLE (314) 726-4858 fox(314) 726-6194 0 ce TRANSMITTER BLDG.ADDITION CWpW3W BWWMnnma.nn AUWM.,a,m yg ] co O +n ew.►.�.�F w�.ib My/.swM r.p a bbwM.1 T ag�F 0 D N 720 OAK STREET L WEST BARNSTABLE, MA �d',,,,� ,�,TM�' , ',"„p'�;7^,�„ Me°„° 4 2870 SCCERER DRm— SU1TE 200 SAINT PETERSBURG, FL ® I —t ----- _ > 0) A) _H f I plpi� n C V' z EN L---j---------------------- i ® cctaTmjzr CN TO MAIN `m� wex1a X � el bM� _ 1 •� � �11 44. Will 4 -t ) '�� y-- �.T � 11L1'1�6��. QQ5�1 p � m gCy _ t--- 0 _ Y1C r - {{{��� mm wexle a e FP[ - L--- ------ — -p Q o a� J *moan 6J I lra 1�O O Ira �� ® 74•r a O - NEW �� _ -----C- MCN TORSA3eUlDIM3 N C.Wb1ld.CTldl TO FB.WN 2 !YS d �.x � � m o C . Q< ; b < f dt UH Z I ----- -- -- � � Rp r Ri•-- IY-r Yd ' � 9 I � M + 1 � 0. b ; Q � �- j -b IL +-- -------(9P M � go C ' •� a e- 2 I� gI-- gel > al P � a----- 1 xp '0 �- - � F2 ;- -, D A DRAWING TITLE SCHWETYE ARCHITECTS a a o , . . . . DEMO. & FOUNDATION PAXSON lijr r r COMMUNICATIONS PLANS AND DETAILS 215 momm«avenue, saint Ieuls, missourl, 63105 R �!? > PROJECT TITLE (314) 726-4858 fox(314) 726-6194 qa TRANSMITTER BLDG.ADDITION a 0 .� p00p N w r+w rig w•+w. .wW....ulj„lo'ow'texa,i�,�.�r g 720 OAK'STREET man«. ++�� r. � A.rw� 2870 SCGERER DRIVE— SUITE 200 dEF D S WEST BARNSTABLE, MA m.r.•.r -ran..rw.n.`..r.'.�T"r°Orn..r w++r... SAINT PETERSBURG, FL (ib'� Fal FLOQt Tro S7F8 e 2� AR V Ise .� 3 Tro r�xfar o A v (1b �x � q p — a @ 4� D Fwb�FL«a m - ------ V-41 m9a6T W/LO COM w FR V3 10) 11-0 W/LOCAL CODE r dJ' In X VAR3 Iw W/Lax COE TroUASC RY CI"' E! � - ✓Y.�. I {{{eee + - b r:; 21 b I(/�jp�jl mp X 1— POO OR I z! A I � j� F1N9H RLOCR Tro IA5C1lZY �� �� I rr If-0' dJ'VHFIY W/LOCI_CCCE 7-0 00 <'A o u e rre _o Sq Y — S9 4 r, 5 DRAIWNG TITLE SCHWETYE ARCHITECTS SECTIONS & DETAILS PARSON COMMUNICATIONS $ o V . . . 215 n. rne—ac avenue, saint fouls. Missouri, 63105 ga F PROJECT TITLE (JI4) 726-4858 fax(J14) 726-6194 ® p 0, N ai TRANSMITTER BLDG.ADDITION Q IB OSTREETe 4,y,.rM..wMP N aglr n.1.b.rr�+r Mr,r r M1nrr1 M g 4 v o 720 OAK rbr Fav�MM .�.�TaI� sµe.�la 2870 SCGERER DRIVE— SUITE 200 w Q D nt WEST BARNSTABLE, MA w.r...r l..rrw ail.r.+. l a rear.anw 1. SAINT PETER58URC, FL r 1 J 11r- II 1 11 I 1 _ L________Jl___1 1 i I I I 1 I 1 I 11 --------------- :--------- �. Z -- —�—_ r I II II rJ nI - -- --' �, H I 1 1 �� � • rM 11 �_--_-'-y r- ■ � I I 1 r, :------- ----------------' P IAIBIN-ig— ' —x ■ El x T i7 ,gra N i T ;a n � x �,,•� ' rNJ i . 10 y ------ 1 IA 1 I 1 1 1 E 6 xa..................... I?........... , 74' .........................--.. x x x x x A oRAwINc TITLE SCHWETYE ARCHITECTS PAXSON EQUIPMENT PLAN I • r COMMUNICATIONS �dX 215 n. meramec avenue, saint loins, mlasouri, 6J105 �q A PROJECT TITLE (314) 726--4855 (am(314) 726-6194 w1 C.0 m TRANSMITTER BLDG.ADDITION M, $e� 720 OAK STREET a. ""' �"'4 2870 SCGERER DRIVE— SUITE 200 N V g �� � N �,M ~r N 'Y SAINT PETERSBURG, FL D I.1 WEST BARNSTABLE, MA Mr�WI.MrI.r+NMIw.•e.l+��N•s.N>.rwuN.M DRAWING INDEX REV PROJECT INFORMATION T-1 TITLE SHEET 0 • GN-1 GENERAL NOTES 0 SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS TO INCLUDE A-1 ANTENNA LAYOUT AND TOWER ELEVATION Q THE ADDITION OF AN EQUIPMENT CABINET AND REPLACEMNET OFANTEN cingular A-2 SITE LAYOUT AAS. 0 SITE ADDRESS: 753 753 OAS. STREET A-3 EQUIPMENT ROOM PLAN 0 BARNSTABLE. MA-0266E A-4 DETAILS. 0 LATITUDE: 41.68B839' N 41' 41' z0.18" N WIRELESS G-1 GROUND BAR AND ONE-LINE DIAGRAM 0 LONGITUDE: —70.246522 W —70' 20' 47.48" W RF-1 ANTENNA CONFIGURATION 1 COLOR CODING 0 JURISDICTION: NATIONAL, STA-E & LOCAL CODES OR ORDINANCES CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NUMBER: 1108 PROPOSED USE: TELECOMMUNICATIONS FACILITY NOC# 866-915-5600 SITE NAME: OAK STREET CONSTRUCTION PM: LUCENT TECHNOLOGIES (978) 952-1259 LAND USE PM: LUCENT TECHNOLOGIES (978) 952-1259 GENERAL NOTES VICINITY MAP APPLICABLE CODES AND STANDARDS 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF FROM BOLTON: TAKE INTERSTATE 495 SOUTH. TRAVEL APPROXIMATELY 70 MILES. CONTINUE SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL. STATE, AND LOCAL CODES AS CINGULAR WIRELESS. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS ONTO ROUTE 25 EAST: TRAVEL APPROXIMATELY 9.4 MILES. TAKE EXIT 2, US ROUTE 6 ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (ANJ) FOR THE LOCATION. THE EDITION OF THE STRICTLY PROHIBITED. DUPLICATION AND. USE BY GOVERNMENT AGENCIES FOR THE 'OWARD BOURNE. AT THE FIRST ROUNDABOUT TAKE THE 4TH EXIT. CONTINUE ONTO US AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE ROUTE 6 EAST. AT THE SECOND. ROUNDABOUT TAKE THE FIRST EXIT, LAID—CAPE HIGHWAY. DESIGN. FUNCTIONS IS SPECIFICALLY ALLOWED. TRAVEL ABOUT 11 MILES. TAKE EXIT 5. ROUTE 149 / TOWARD WEST BARNSTABLE, BEAR LEFT AT SERVICE ROAD. TURN LEFT ONTO OAK STREET. END TRAVELS AT 753 OAK STREET. BUILDING CODE: NATIONAL BUILDING CODE — 2003 2, THE FACILITY IS AN UNMANNED PRIVATE AND SECURED.EQUIPMENT INSTALLATION. IT IS ONLY BARNSTALE, MA.. MECHAN:G' CODE: NATIONAL BUILDING CODE — 2003 PLUMBING CODE: NATIONAL. BUILDING:CODE — 2003 ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE .MAINTENANCE AND THEREFORE ELECTRICAL CODE: NATIONAL ELECTRICAL CODE — 2003 DOES NOT REOUIRE ANY WATER OR SANITARY SEWER SERVICE THE FACILITY IS NOT FIRE/LIFE SAFET" CODE: NATIONAL BUILDING CODE — 2003 GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER .ADA REQUIREMENTS. SUBCONTRACTOR'S WORK SHALL. COMPLY WITH THE LATEST APPROVED EDITION,OF THE FOLLOWING 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE STANDARDS. .OB SITE AND.SHALL IMMEDIATELY NOTIFY THE CINGULAR WIRELESS REPRESENTATIVE IN AMERICAN CONCRETE INSTITUTE (ACI) 318. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR 13E RESPONSIBLE FOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC), MANUAL OF STEEL CONSTRUCTION. ASO. NINTH SAME. EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—G. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER. AND ANTENNA SUPPORTING STRUCTURES: STRUCTURAL REVIEW STATEMENT T1A 607, COMMERCIAL BUILDING GROUNDING AND, BONDING_ REQUIREMENTS FOR TELECOMMUNICA-IONS � ^_,,'• d.. �1; �,,,.� �"^;.; INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH -- -----. 1 :. p RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE:POTENTIALS OF A GROUND SYSTEM ?atkET IEEE 1 100 (1,999) RECCMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC' EQUIPMENT I ) i� +' ��+�• "` S; .•• IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR `�•.� -)i Tl• u �_._`+6A ;•£_ ej `li LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE-) T1A 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS a '% �� '• TELCORDIA GR-63 NETWORK EQUIPMENT — BUILDING SYSTEM (NESS): PHYSICAL PROTECTION TELCORDIA GR-347 CENTRAL'OFFICE POWER WIRING TITLE SIGNATURES DATE •c 'i Y l�J ��' �! ' TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS CINGULAR PROJECT MANAGER •'' {� ;1 TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS LUCENT .� .S _ `:= - ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION PROJECT MANAGER > t� Vfop Rd ... I ' FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS. REGARDING MATERIAL, EOUIPMSNT ,I) '• ," + .�°'= METHODS. OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL ENGINEERING •'; BarrislatJle ., r� —�� GOVERN. WHERE THERE IS CONFUCT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, RF ENGNEERINC \`•. •�' =i r -,tu'•--' ~l THE SPECIFIC REQUIREMENT SHALL GOVERN. ti itFIELD OPERATONS I'a'• *D''•--' - '.1]2 1Q IMPLEMENTATION `^• f' rp �" 3°' �•\ �' , 3 WORKING DAYS PROJECT 0�� r Jl\ Jilt CONSTRUCTION "`^.'�'•,M``'�`,• ~ S'I "'�•^" �.'.' "'-'' �r� '' PROJECT MANAGER BEFORE YO.0 DIG -Sows. — ,,,.A911BpH Hy •-'- :6..T.,. REAL ESTATE PROJECT MANAGER �=r 1iiC-Rd— '- CALL TOLL FREE 888-DIG-SAFE � � J : t.} ICE ALERTUNb _.,_,.-�,,s �;, ;J . -' ,• .., .,�_ .: ,1��._ �� icy TURCOTTE -CINGULARi SITE NUMBER. 1108 clvrL WIRELESS i SITE NAME: OAK STREET XC n[]u I a r � h' 2aY)9 `+ TITLE SHEET StTalegiCTeCMOIOgySOIwIonl.Inc. Lucent Technologies 753 OAK STREET WIRELESS p IF 07 06 ISSUED i0➢ PERMIT aC p J� �:�ISTE6 ?GREAT CEDAR CROSSING Bell Labs Innovations BARNSTABLE, MA 72632' 5gp MAIN STREET rro. DATE RLVJs10Ns BY CWT P' �t.g r.; I FyG e J+weEa uaA,MNa,uue£P acv LAKEYILLE,61402347 �.• .. BARNSTABLE COUNTY T °�� '•I-,N'At T_1 0 ?HONJE:5D8•r6S•tBM BOLTON. MA 01740 SCALE NOT SxOWN DESIGNED BY: MT DRAWN BY: JC ^-� 11OB . icc� LtCI, GROUNDING NOTES GENERAL NOTES I I. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE DEFINITIONS SHALL APPLY: EXISTING FACILITY GROUN0I14C SYSTEM AND LIGHTNING CONTRACTOR - LUCENT 15: ALL STRUCTURAL STEE'_ WORK SHALL BE DETAIL=D, FABRICATED AND PROTECTION 'SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER - CINGULAR :SHALL BE AST A36 (Fy - 36 ksi) UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL EXPOSED 70 AHJ), THE SITE-SPECIFIC (UL. LPL, OF NFPA) LIGHTING 2. PRM TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL WEATHER SHALL EE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES PROTECTION CODE, AND GENERAL COMPLIANCE WITH VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED 'USING A "ELCORDIA AND TIA GROUNDING STANDARDS. THE CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE COMPATIBLE ZINC RICH PAINT. SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR.. 16. CONSTRUCTION SHALL COMPLY WITH .UMTS SPECIFICATIONS AND `GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF CINGULAR 3. ALL MATERIALS FURNISHED AND INSTALLED .SHALL BE IN STRICT SITES.' 2. ALL GROUND ELECTRODE SYSTEMS (INC_UDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMP_Y WITH 17. SUBCONTRACTOR .SHALL VERIFY ALL EXISTING DIMENSIONS;AND AC POWER. GES'S) SHALL BE BONDED TOGETHER, AT OR ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF BELOW GRADE, BY TWO OR MORE COPPER BONDING PUBLIC AUTHORITY REGARDING THE PERFORMANCE CF THE WORK. ALL WORK EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CARRIED OUT SHALL COMPLY WITH ALL APFLICABLE MUNICIPAL AND UTILITY SUBCONTRACTOR SHALL NOTIFY THE.CONTRACTOR OF ANY DISCREPANCIES CONDUCTCRS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION:' APPLICABLE REGULATIONS. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 18. THE EXISTING CELL SITE IS IN FULL COMMERCIA_ OPERATION. ANY FALL-OFF-POTENTIAL RESISTANCE TO. EARTH TESTING PER IEEE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRL�T THE EXISTING ( TO SHOW OUTLINE ONLY. NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE COORDINATED WITH CONTRACTOR, ALSO, WORK SHOULD BE SCHEDULED FOR SUBCONTRACTOR SHALL FURNISH AND.'INSTALL 5: UNLESS NOTED OTHERWISE, TF•E WORK SHALL INCLUDE FURNISHING AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN. LOW TRAFFIC .PERIODS SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE AFTER MIDNIGHT. ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 19. SINCE THE CELL SITE IS ACTIVE. ALL SAFETY PRECAUTIONS MUST BE 6. "KITTING LIST` SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC 4, M?AL RACEWAY SNAIL NQT 6E USED AS THE NEC WILL BE SUPPLIED BY CONTRACTOR,. ITEMS NOT INCLUDED IM THE BILL OF RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY REQUIRED'EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND K TTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF CAPPER CONDUCTORS WITH CREEK INSULATION, SIZED IN EXPOSURE MONITCRS ARE ADVISED TO BE WORN TO ALERT OF ANY. 7. THE SUBCONTRACTOR SHALL INSTALL A_L EQUIPMENT AND MATERIALS IN DANGEROUS EXPOSURE LEVELS. ACCORDANCE.WITH THE NEC, SHALL BE FURNISHED AND ACCORDANCE WITH MANUFACTURER'S RECONMENOATIONS UNLESS .SPECIFICALLY INSTALLED WITH THE POWER CIRCUITS TO BTS EOUIPMEN7. STATED OTHERWISE. 20. APPLICABLE BUILDING CODES: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE. NATIONAL, 8. IF THE SPECIFIED EQUIPMENT -_ANNOT BE INSTALLED AS. SHOWN ON THESE STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING f� 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY' DRAWINGS. THE.SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION URiSDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CONNECTED TO THE MASTER GROUND BAR WITI, GREEN SPACE FOR APPROVAL BY THE CONTRACTOR.. CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, G SHALL GOVERN THE DESIGN. AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG 9• SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER BUILDING CODE: MASSACHUSETTS STATE BUILDING .COD_, 6TH EDITION AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS STRANDED COPPER FOR. OUTDOOR BTS. AND TELCO PLAN DRAWING. SUBCONTRACTOR SHAL_ UTILIZE EXISTINS TRAYS: LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. SUBCONTRACTOR'S WORK SHALL CCMPLY WITH THE LATEST EDITION OF THE CONNECTIONS 8ELOO GRADE. FOLLOWING STANDARDS:: 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, 7. APPROVED ANTIOXIDANT COATINGS (LE., CONDUCTIVE GEL PAVEMENTS, CURES, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART AMERICAN CONCRETE INSTITJTE (ACI) 318; BUILDING CODE SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF REQUIREMENTS FOR STRUCTURAL CONCRETE: OR PASTE) SHALL BE USED ON.ALL COMPRESSION AND OWNER. BOLTED GROUND CONNECTIONS. AMERICAN INSTITUTE OF 'STEEL CONSTRUCTION (AISC) 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE MANUAL OF STEEL CONSTRUCTION, ASD, NIN-H EDITION; EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO TH. OWNER'S EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-13: THE TOWER GROUND BAR. STRUCTURAL STANDARDS FOR STEEL PSAX 100 INSTALLATION WITH +24V/-48V DC CONVERTER 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. PSAX 100 INSTALLATION WITH -48V CC. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; RE-ER CONDUCTOR SHALL NOT BE USED FOP? GROUNCINC '3. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH ANTENNA ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 301. CONNECTIONS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL .BE REGARDING, MATERIAL. METHODS OF CONSTRUCTION, OR OTHER 10. MISCELLAI`EOUS ELECTRICAL AND NON-ELECTRICAL AIR-ENTRAINED AND SHALL HAVE Z000 PSI STRENGTH AT 28 DAYS. ALL REQUIREMENTS. THE MOST RESTRIC-IVE REOJIREM ENT':SHALL GOVERN. METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL. BE DONE IN ACCORDANCE WITH ACI 318 .CODE WHERE'THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT ANO''A REQUIREMENTS. SPECIFIC REQUIREMENT, THE 'SPECIFIC REQUIREMENT SHALL GOVERN: TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY AGL ABOVE .GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS WIRE UL APPROVED GROUNONG TYPE CONDUIT CLAMPS. BCW BARE COPPER WIRE MIN MINIMUM TBD 70 BE DETERMINED BTS BASE TRANSCEIVER STATION -ANEW TBR TO BE REMOVED (E) EXISTING N.T. TO SCALE TBRR TO BE REMOVED II EG EOUiPMENT GROUND !ky. E F �RktF ENCE AND REPIACEC C ECR EQUIPMENT GROUND jj� P 1 TYP TYPICAL c TURCOTTE SAM SITE NUMBER: 1108 1�. CIVIL CINGULAR WIRELESS SITE NAME: OAK.STREET Clrigular No 42609 CC GENERA'_ & GROUNDING NOTES WIRELESS 0 t 1 07 Oo ISSUED fOR PERMIT JC JCS «TIC�"� ��� SlrotegcTechndogy5otullorls.Inc. Lucent Technolo ieS 753 DAK STREET <r Vl` k rIc ARQPOSSiN(i g BARNSTABLE, MA 02632. 580- MAIN STREET No' OATIE REVISIONS BY CHK P y Sir�.yy'1,` JOB NUUBER ORavAnO NUVOER REV KEVILLE MA; 21S47 BOIL Labs Innovations � BARNSTABLE COUNTY hh 6OLTON, MA 01740 SCALE: NOT SHOWN DESIGNED BY: uT DRAWN BY: JC '" rdW 1108 GN-1 O R= TABLE x NOTE- REFER TO THE FINAL 1, SOME EXISTING & PROPOSED INFORMATION NOT SHOWNSECTOR ANTENNA MAKE ANTENNA MECHANICAL LMU & GPS RF DATA SHEET FOR FOR CLARITY. SECTOR NAME & MODEL COUNT AZIMUTH RAO CENTER DOWNTILT HEIGHT FINAL ANTENNA sET TINGs. 2. LO/ZAT1ON AND ORIENTATION OF ALL EXISTING AND �HR0t2t DESIGN COMPLETED 4 PROPOSED EOUIPMENT PENOIND STRUCTLRAL ANA:YSIS. I ALPH4 2 30' 255'-0" 0•. WITH INFORMATION _ (88'/4F1') FROM RF DATA 3 PROPOSED COAX CABLE ROLTING TO FOLLOW SAME. E TOP OF TONER AND OF ONMI CINGULAR p r K0HREIN SHEET VER$DN 213 ROUTE AS EXISTING. _ ELEVATION = 365'-00" 2 BETA 804—,0,21 2 150" 255'-0 0• SHELTER OR GATE ISSUED 03/13/06 - OF MICROWAVE ANTENNA KAH EIN ICEBP.IDGE C, NORTH ARROL4 SiiOwN IS APPROXU:IAFE. ELEVAJION 355'-CO" 3 GAMMA Boo-1D1z1 2 270' 255'-0'* 0• B..SUBCONTRACTOR TO VERIFY ALL PROPOSED EQUIPMENT (E} OF FM ANTENNA c C10 (88/4FT) PARTS €t OUANTITIES OATH CINGULAR C.M. PRIOR TO ELEVATION = 345-00 (E) OF MICROWAVE ANTENNA INSTALLATION, (E) OF OMNI ANTENNA ELEVATION = 338'-00" ELEVATION = 350—00 (E). OF OMNI ANTENNA ELEVATION = 32.0.—00 i (E) OF FM ANTENNA ARP,AY" ELEVATION = 29.5-00 (N) REPLACE (2) EXISTING DB844H90E—XY ANTENNAS, AND INSTALL (2) NEW KATHREIN 800-1012J ANTENNAS (E) OF OMNI ANTENNA AT THE 255'-00" LEVEL (TYP, PER SECTOR).REMOVE (2) ELEVATION = 270—00L EXISTING CENTER 06844H90E ANTENNAS v�q E OF CINGULAR ANTENNAS (N) INSTALL (1) NEW POWERWAV= LGP 17201' p�ti ) _ TMA AT THE 255'-00" LEVEL PER NEW ANTENNA C ELEVATION = :255'-00" ON NEW PIPE MOUNTS hQP (E) OF F OMNI t44TENNA _ ELEVATION = 242-00 (N) REPLACE (2) EXISTING D8844H9OE-XY ANTENNAS, (E) OF F OP<NI ANTENNA AND. INSTALL (2) NEW KATHREIN 800-10121 ANTENNAS ELEVATION = 230-00`- AT THE 255'-00- LEVEL (TYP, PER SECTOR). (E) OF OMNI ANIENNA ELEVATION. = .220-00 ^(E) MICROWAVE DISH (E' OF TOWER L.GHTS ELEVATION .= 215'-00' SECTOR C N = 2'10'-00;' _ P A ELEVATIU (E) Or OMNI AND FAA 'ANTENNA ARRAY AriMA A 7?1' (N) INSTALL (L) NEW OWERW VE L0 '17201 5COPE OF WORK NOTES: ELEVATION = 200—00' ^y� TMA AT THE 255-00" LEVEL PER NEW ANTENNA (E) OF OMNI ANTENNA �v> 1. REMOVE (12) EXISTING 1 1,/4" ANDREW COAX CABLE ELEVATION = ISIV-00' (E) OF OrviNl _ (N) REMOVE (2) ExISTING DB44H9OE-XY .AND INSTALL (12) NEW 1 5/8" COMMSCOPE COAX CABLES. ELEVATION = 185—00 ANTENNAS AT THE .255'=00" LEVEL 2. UPGRADE GROUNDING AT EACH SECTOR GROUND (E) OF MICROWAVE. DISH ANTENNA.MOUNTS. ELEVATION = '175'-00" .� (E) OF OMNI. 3. REMOVE {T2) EXISTING 08844H90E-XY ANTENNAS AT ELEVATION = '1'65:-00' THE 255'-00` LEVEL (I--) OF MICROWAVE DISH �ys�� ELEVATION = 155'-00" (E) OF OMNI 4, INSTALL (6) NEW KATHREIN 300-10121 'ANTENNAS ON ELEVATION = 145-OG' (N) INSTALL. (.1) NEW KATHREIN 782-10250 `N�a NEW PIPE MCUNTS.AT THE 255'-00 LEVEL. (E) OF MICROWAVE DISH DIPLEXER PER NEW ANTENNA ON JEW PIPE ELEVATION = 140-00 (E) 'OF OMNI MOUNTS AT THE 255'-00" LEVEL 5. INSTALL (2).NEW POWERWAN E LGP 17201 TMA'S PER ELEVATION = 135-00 SECTOR ON NEW PIPE MOUNTS`. (E). OF DIRECTIONAL ANTENNA ELEVATION = 125—00 6. INSTALL (4) NEW KATHREIN 660—t0O25 RCU'S PER (E) OF OMNI ANTENNA' SECTOR. LEVATION 115-00' 7. INSTALL NEW JUMPER CABLES AS FOLLOWS: �E OF' OMNI AND YAGGI ANTENNAS CABLE A = 6.1/2' COMMSCOPE SFX 500 ELEVATION 105'-00 CABLE 8 = 4 1/2" COMMSCOPE SFX 50D CABLE C = 4 1/2• COMMSCOPE FML.540. CABLE 0 = 8 1/2' COMMSCOPE FXL 540 (E) OF MICROWAVE ANTENNA, q� 8. INSTALL (1) NEW KATHREIN 782-10250 OIPLEXERS PER ELEVATION = 80'-00`r i NEW ANTENNA ON NEW PIPE MOUNTS. 9. INSTALL (2) NEW KATHREIN 782-10253 AND 782-10254 ISIAS T'S PER SECTDR. __ (E) OF MICROWAVE DISH (E) OF MICROWAVE DISH ELEVATION = 55700`� 10. INSTALL (1) NEW LGP 12104 PDU IN EXISTING TELCO (E) OF MICROWAVE DISH ELEVATION = 52 -00 RACK ELEVATION = 47--00" 11. NSTALL (1).NEW'KATHREIN 860-10006 CCU 10 EXISTING TELCO RACK 12. INSTALL (3) NEW POLYPHASER 1000860 BIAS T'S PER SECTOR. ANTENNA ELEVATION PLAN /. DL .�. SCALE: 1/32•=,'-0- 0}l 44/.)s x N oq r� E V �' CINGULAR WIRELESS SITE NUMBER: 1108 s TGACOTT SITE NAME: OAK'STREET Cr/IL c i n g u I a rD �6C8 ANTENNA LAYOUT AND ELEVATION Strole icTechnob SohAons.lnc. 753 JAIL STREET WIRELESS 0 1+ 07 09ISSUED FOP. PERMIT 2C dC Tr�AF�IS� �,`� S +1 g+ Lucent Technologies EET !/..t. K , 4 NO. DATE REVISIONS BY CHK F )�' : .m8 NUMBER. ORAWINC/yugER REv LGXEVI T CEJAI(12347 IN(3 Bell Labs Innovations BARNSTABLE. MA.02632 580 MAIN STREET `SIG P'A't '-�, r'"T P^.QNELLE,MA 01.340 �.. r' PtfONF:$03 7PS-i.^.n0 BARNSTABLE COUNTY BOLTON, MA 01740 E: NOT SHOWN DESIGNED 8'[: Irt ORawN Br: ,IC '�k� r 1 T08. �A-1 0 (E) `FOOD- PICKET FENCE (TYP;) (E) CHILLER X — --.X CGNCRETE PAD — GROUND BAR I x L .(E) TRANSFRMER (E) CHILLER. (E) ELECTRICAL,EOUIPMENT (E) TRANSFRMER D_(E) POWER AND AC METER' SANY,. (E) ELECTRICAL EOUIP%4ENT D �1 OTHER (E) ELECTRICAL EOUIPI,4ENT �j�� CARRIERS (r)� ELECTRICAL EOUIPMENT SHELTER (E) AIR FILTRATION`SYSTEM '(I-) GENERATOR I; i,.A v. N (E) HVAC-EQUIPWF,NT (1YP_ OF 3, �t (E) GENERATOR 4� � (E) HVAC_ .UNITS (TYP OF 2) (E) CINGULAR. SHELTER N I e; �,{Ei HVAC I,WT (£) AC M&ER-BANK I ?- _ V_± '- i (E) HVAC UNIT � � E ; ter-' CTH> X R \� CARRIERS (£) OTI-ER CARRIERS SIIELTER j SHELTER i (E'1 wboo. -tCKET FENCE (TYP.) X (E) ICE FRIDGE FOR COAX CABLE PUN SITE PLAN (E) GUY TUbVER (F•) AC UNIT SGLE: 3/t6; A-2 <F •1�. f �. ar -Tl�e7ifE + CINGULAR WIRELESS NUMBER: Li : y SITE NAME: OAK STREETiVn t2fi^? Xcingular r SITE LAYOUT WIRELSS 0 tt 07 86iS5UED OOP.'PERMrt StrolegKtethnotogySe�Gons:Inc• Lucent Technologies 753 NX STREET fi 1 t,a;rsi GEAR CROSSING i �. ..•-• - \�'1`�,(JOB NUYBEq ,7RAH+Nc MIYRFF. RLV BARNSTABL£. MA I)2632' S80 MAIN STREET NG: DATE REV!$ION$ eY' CtiR p' S S/ !!,, wX E IL�n aA 028e7 I Bell Labs Innovations ^- }, ' •• ,.� T t os A—z D Ft(3"G5C7M1•!7 5 tift7 - BARNSTABLE COUNTY BOLTON,AMA'01740 SClLE: NOT SHOWN• OESICNEO BY: MT DRAWN BY: JC �� i (E), FIRE EXTINGUISHER (E) FIRST AID BOX (E) EYE 'WASH STATION (N) NOKIA CABINET (E) EMP'IY RACK (_) NOKIA 1900 CABINET AIF-O CABINET . (E) KOKIA 1900 CABINET !f (E) PT3D 04G1..01 BATTERY STACK (E) RCF-,O CABINET , (E) DC' AUX. CIRCUIT PANEL Nl RELOCATE TABLE -� (E) LUCENT RECTIFIER (E), HVAC_ uvlT I (E) TALE CII l ._-,_._._ 19 .j.......___.... .._.r�._ _�_._w_. f_ _'"'_"mil_.._. _ __._ _._ __ ___..._.._ _..._.._(_ (E) 2 MAST=R GROUND BARS. tt" j t (E) CAE�LE. ENTRANCE PORT ^ 00 pL t {E) GRCUNG BAR.- O (E) AC POWER DISCONNECI =(r"! NET CAR!NET � � (N) UMTS, tA8INET i ! ' � (N) DIPLEXER RACK I r �. _ _, - ,..,_,,,,m,....._.., :..__.. _......... _.....---.-.. (E) HVAC UNIT F' SUi2GF. SUPRESSION SYSTEM ._._._.......__...._._.._._.__._..,...-._.. _._....�.�..,��... ...,.�._....._.._. -s._,.._-.,,,. ..__... -... ._. .. ._, {:-}, ? _. _. ...._._.._\-........__._... �(N) INS (E} TRANSFER 5WITCH LL (N) (E) ARGUS POWER EATARY'S"ACKI AND i- ` j (E) AC E,REAKER PANEL A } POU'ANG CCU IN RECTIi tFFC j (E) TEi..CO BOXJ EXISTING TELCO RACK ' \ \ E) AC BREAKER DANAL (E) RANI^ RAf.,K. —(E) TELCO RnCK (E} EMPTY RACK \—(E' TELCO RACK (£) TELCO EO RG- ,E) miCROWAvE RACK (E) NEW RACK, STILL, VNRAPPED. (E) MICROWAVE PACK —(E) MICROWAVE RACK (E) ARGUS,POWER' 3ATTERY STACK ANO (E) MICROWAVE RACK RECrIFt_R .27'-9" LEGEND (E) �QUiPMENT ROOM AREA EQUALS, 295.998 SO, FT, U (E} EOUIPMENT PROPOSED E.OUIP. FUTUR£ EQUIP. CONDUCTORS AND RACEWAY TO LJJ� BE FURNISHED. & INSTAL_ED BY SUBCONTRACTOR (E) CABLE TRAY EQUIPMENT ROOM PLAN SCALE: t/2'-V-0• ( c (N) CABLE TRAY �r-�•(�G A�St�(JI ti4gSS TURCOTTc � CINGULAR WIRELESS SITE NUMBER: 1108: SITE NAME: OAK STREET r�� ^T2SC3 4 Xcingular EOUIPMIENT' LAYOUT PLAY WIREL==SS s1� SlrolegicdechnologySDlullons..Inc. 753 OAK STREEF 0.11..07 o6 ISSUED.FOR PER►UP K Jc. 9Fuc Lucent Technolo ies ..� � R� 'GR�Ar E,VAF?CRC755tt<G- Bell Labs Inno ations BARNSTAELE BARNS TABLE MA COUNTY 2' 580 MAIN NA OR 74p "o. DATE REVIStpNS er. cMK FS�i/f)f}t. t'y�r t JO��08R u+A"'"�_w"r cevritE,>nAa2sa7 �.- _ �r 0 -N(`ttc.5�375� D BOLTON. SCALE: i+or sNowN DESiGNEO BY: ►IT DRAWN 8Y; JC "`�+- L�o EXISTING EXISTING TOWER OR EXACTER MONOPOLE BRACKETS ANTENNk EXISTING' ICE BRIO I y NEN CABLE. I I FOR COAX GROUNDING SUPPOR- BOTTOM OF TOWER SEE DETAIL 2, ilyyy !!\\ CABLE HANGER ANTENNA CABLE ARRANGEMENT FIN. 'GRADE `I BY CONTRACTOR b� DRIP LOOP CABLE PORT HANOHOLE (MONOPOLE ONLY- SECTION ICE BRIDGE DETAIL. _ A4 WIS. THREADED PROVIDE CABLE ENTR'f. EXISTING EXTERIOR WALL ROD I"`-A. PANEL ON _A. SIDE OF 2X BLOCKING BETWEEN STUDS INDOOR OIFLEXE'R ASSET.4BLY YIALL SEE TABLE 2'. SEE NOTE 1, COAX .COAX CABLE CONNECTORS O O SEE NOTE 2 KATHREIN SOD 10121 (T!P); �r:+?IN COAX m _ BOOT k CUSHION ASSEMBLY. SEE TABLE 1. .ANIENNA �O,J O O• . MECHANICAL DOwN-TILT ASSY. -- FRONT VIEW COAX ( A JUMPERS . •0000 TMA/DIPLE%ER.. h — - � MOUNTED TO POLE BOLT • UN'STRUT AS •O O O O• —EGB' 2 X2'• N[tESSAq UNISTRUT TO 'IJ;.pop Tpp GROUND RING SIDE VIEW AD01110NA1 — AT HALO 'MOUNTIA OIPLEXERS, FRONT VIEW SECTION MOUNTING HARDWARE / i SEC O (FIT.AS REQUIRED) 9 TABU:, 1 TABLE 2 VALMONT BOOT& VALMONi:CABLE LiL.UCABLE SIZE CUSHION'ASSEMBLY kc. CABLES ENTRY PANEL A 8 OO i/2'm 61346A I BSya 5' S� 7/8•0 B537A .2 TO 4 B575 25.1/2- g yr .JUMPER (S) TC E%ISTING NOTE" COAX CABLE O O 1 1/4-0 81152A .5 T0'8 8576 25 1/2" 17 1& ANTENNA MOUNTS AND COMPONENTS SUBCONTRACTOR TO VERIFY 1 S $0 6535A 9T0 t2 Bit1N3 39,t/2' 17 1/2 SHALL CONFORM TO NEW STRUCTURAL EXISTING MOUNTING PIPE7IJLv / CALCULATIONS AND MANUFACTURER'S LOCATION:.CONDITION AND SIZE RECOMMENDATIONS. (PERFORUED BY REPLACE,OR FIT AS OTHERS PRIOR TO'CONSTRUCTION) REQUIRED NOTES: 1. SEAL PERIMETER OF CABLE ENTRY 10 SURFACE OF WALL W/A ONE COMPONENT END- VIEW POLYURETHANE BASE ELASTOMERIC SEALANT. INDOOR DIPLEXER'.CEILING 2. INTO B CABLE ENTRY TO WALL C_ STAINLESS STEEL SCREWS.STUD LEAD SHIELD INSERTS INTO BRICK, MASONRY. AND CONC_USE TOGGLE BOLTS INTO STUD WALLS. z ANTENNA MOUNT DETAIL 3 TRAPEZE MOUNTING DETAIL 4 CABLE EN R; u,I,,00T �4 N.T.s. A4 N.T.S. s t JENNIFER•VV T SITE NUMBER: 1108 TUF GE1T1 c ' ' CINGULAR WIRELESS SITE NAME: OAK STREET XC i n g u I a r " CIVIL I NO 42609 DETAILS Stralegic Technology SOluiions.Inc. 753 OAK STREET WIRELESS 0 1 t OI OS $SUED FOR PERMIT 0 T' 6 .G�A e(4'. Lucent Technologies `. c"ST ��, Joe N�BER I"wwc NuYBER alv CEDAR CROSSING BARNSTA81_E. MA 02632 5g0 MAIN STREET NO. DATE REMSIPNS �Br -^'�i Bell Labs Innovations LAKE Ya18,r.N.a O2'a. 0 BARNSTABCE COUNTY BOLTON. MA 01 740 SCALE: NOT SiOWN OESICNED Br: MT DRAWN T4 JC •...,,, (`ArM4 / yrr L 108 A-4 P�SONf;SN:Efa-i&:0 TO. ANTENNA— TObW,'R _—ANTENNA GROUND BAR (CIGBE') TOP OF MONOPOLE TO TOWER MCUNI�D A14PLIFIEF TO TRANSMIT UNITS (1MA) (P/HEN REOUIRED ANT-NNA STRANDED CU WRE W'IIH GREEN, AND RECEIVE ANTENNA ' t .- -L.JG STi.NCARD Gaod; THHN�/THWrJ� gNsuLAT1a;J. � .i, ; ` _..�'.... SIZE AS. SPECIFIED — ---------- — r GROUND KIT (TYP,) 1 RX1/RX2 I fiX1/RX2 ",%, _---- _t'--__...-...-_..._...._-......_.. uU61PER.REGIJIREO O-, I I . £OR 1 5/8. t 0 GROUND LUG GROUND BAR 0►:—� i i I i I I COAX OR FOR EASE CONNECTOR ✓/6. fiU1C STRANDED CU WALL. --LOOK OF CONIJECIION WEAFHERPRCOFtNG WIRE WITH GREEN; 60OV,- OR SON ANTENNA I I i ! I � � i � I (lyP) 'KIT (TrP,) TH;'N WSULATICN (TYP) TONER i I I i STANDARD GROUND _ G f g �BDTI'OMAO- MONOPOLE'(G I kll' (YP:) (SEE (,._ !� +�...._ ! NOTE �. ^ N WEATHERPRCOFING V'Q© Q ©OOi IQO ear (TYP.) + �� ANTENNA CABLE COAX CABLE Q g0 t , O Lv/O� } TO BTS (TYP.) LUG (TYP. FOR.ALL'-.--�.� ► f 'Y2 AWC CU STRANDED FFOM'iFAA t t n i (WHEN REOLIREO /?6 Ar�G ;1RANDD Cu ._ WIRE WITH GREED, bt7pv, _ (' } WIRE WITH GREEv. TO STS --�------ THVlN INSULATION I:'0-HOLE LUG, BOLTED TO GROUND SOON THWN ' 1(_g BAR USING 3 8'=16 x 1 1 4"S'TAINLESS i r VIA TRAY QR ICcBRIJGE / / t INSUtP.T10N r-MONOPOLE PIER Ll\_ STEEL HEX HEAD BOLTS AND HARDWt'ARE. 1 CGBE',(GROUNO BAR), DETAIL 118 MOUNTED I —" #2 AWG Cu STRANDED � •T::IO-HOLE LUG; TO BE USED WI #2 AvC NEAR/EELo15 ANTENNA f �� �� VrIRE.t7ITH GREEv, �/2 AWG BC'rr SOLID TINNED —1 — _-- SOLID TINNED EARS CU.WIRE OP. STRANDED.CU ;._...— SOON, THSYN INSULAJ O, GRCUND RING GROUND RING i '"' '—'j-'—;b2 AVIG RCIN SOLID. I.INNED I ! ! GROUND QrRS-AT BOTTOM BONDED TO iGrrCR f', �� C-tD1;'cLD,TO, MONCPOLE NOTE: DO NOT.IN.STRLL CABLE GROUND OF TOWERS OR MONOPOLES MIRE WITH GREEN; 6pOV, TNHN�HVIN STEEL OR lAONG'9OLE l BSc PLATE INSULATION TO ANTENNA STRUCTURE, BUtL01NG, KIT AT A BEND Av0 ALWAYS DIRECT SHALL USE EXOTHERMIC RING GROUND .OR ANTENNA GROUND tv:R5 DOem TO CIGBE CONNECTION. - GB GROUND WIRE TO GROUND s GROUND WIRE TO GROUND BAR ~�`CADWELD' �r N.T.S. BAR INSTALLATION G� ".T.S: INSTALLATION AT MONOPOLE. ANTENNA CABLE GROUNDING AT TOWER - DETAIL ANTENNA G ANTENNA MOUNT MGB (CADWLLO DOWN ANTENNA AMPLIFIER/ LEADS AND CONNECT EACH GROUND CONDUCTOR' TERMINATING ON ANY GROUND 'BAR SHALL HAVE DIPLEXER AN IDENTIFICATION TAG ATTACHED AT EACF END THAT WILL IDENTIFY ITS g6G WIRELESS. SOLU'IONS INC. ORIGIN AND DESTINATION. CABLE GROUNDING KIT NO. RED. PART NO. DESCRIPTION SECTION "P" - SURGE PRODUCERS Ol 1 HLGB-0420-IS 50LID GND:. BAR (2G"x4"xl/�") UPPER EGS BONDED f0 40ME RUN CABLE 2 2 WALL MTG. BRKT. CABLE ENTRY PORTS (HATCH PLATES) (f('2). GROUNDING KIT O GENERATOR FRAMEWORK (IF AVAILABLE) (/�2) #2G HOMEP.UN Q 2 INSULATORS TELCO, GROUND .BAR COMMEIRCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) O4 4 5/t? 11 x:T' H..H:C.S. +24V POWER SUPPLY RETURN BAR'. (#2)' 4 5/2 LOCKWASHER -48V. POWER SUPPLY RETURN BAR (#2) RECTIFIER' FRAMES. BONDING JUMPERS AT SPLICE JOINTS SHELTER/ 2 SECTION "A" — SURGE ABSORBERS EQUIPMENT. 3 INTERIOR GROUND RING;.j#2). ROOM EXTERNAL EARTH GROUND FIELD i;BURIED GROUND RING) (f 2) METALLIC COLD 'HATER .PIPE (IF AVAILABLE)' (#2) GG . 000 BUILDING STEEL (IF AVAILABLE) (n2) a s oU D D D 0 0° 0 �:J ° _!00 ( 00000 ° ° °.° EXIST GROUND JUMPER �' BUILDING TO.BULDING STEEL OR WATER MAIN GROUNDING NOTES' ALL GROUNDING SHALL BE DONE IN ACCORDANCE WITH THE C14GULAR GROUNDING GUIDE. GROUNDING ONE LINE DIAGRAM 5 GROUND BAR - DETAIL " """ 4 G 1 t JI 144,s G i N.T.S. Yf'a� f Sri' TURCOE T CINGULAR WIRELESS SITE NUMBER: 1108 CIVIL SITE NAME: OAK STREET )KD 'n ular No 42609 � �A GROUND BAR & ONE-LINE DIAGRAM sNogeOicTecrrlologysoatrons.tnc. 753 OAK STREET WIRELESS 0 It 07 06ISSUED FOR PERMIT JC JC ���kG{CT�i Lucent Technologies BARNSTABLE. MA C202 580 ,MAIN STREET NO. OATS ( REVISIONS HY CHK PP' S.S C�� ,YdB NV48LR ORAwIHG.NWBfR REV U.vl.,g , Bell Labs Innovations BARNSTABLE COUNTY BOLT,ON, MA 01740 SCr1E: NOT SHOWN DESIGNED BY:' Mt' DRAWN HY: 'JC r-�"... Rr �. 1 108 G-.1 0 i CABLE MARKING COLOR CONVENTION TABLE JUMPER. MARKING COLOR CONVENTION TABLE CABLE CABLE CABLE CABLE JD1 J02 J03 JD4 J05 JOB J07 JOB FCi FC2' FC3 FC4 RCU1 RCU2 RCU3 RCU4 8ECT03 RED SECTOR REO REO RED, RED RED RED RED ALPHA. A. X RED' RED RED ALPHA. A, X REO RED RED . RED RED RE0 RED RED WHITE. RED RED RED RED RED RED RE 0 WHITE RED WHITE RED RED ABLE CABLE CABLE CABLE WHITE FC5 FC6 FC7 FC8 J09' J010 JD11 JD12 J013 JD14 JD15 JD1'5 RCUS RCUS RCU7 RCUS BETA.SECTOR B?Y BLUE BLUE BLUE SECTOR BLUE BLUE BLUE BLUE BLUE BETA, B, Y BLUE BLUE BLUE BLUE BLU= BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE' BLUE BLU= WHITE BLUE WHITE BLUE BLUE BLUE BLU= ;ABLE CABLE CABLE CABLE WHITE BLUE WHITE FC4 FC10 FC11 FC12 SECTOR GREEN J017 J018 JD.19 I JD20 JD21 JD22- JD23 JD24 GAMMA, C. 2 GREEN RCU9 RCU10 RCU11 RCU12 GREEN GREEN GREEN GREEN SECTOR GREEN GREEN GREEN I GREEN GREEN GREEN GAMMA, C. Z GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN WHITE GREEN !GREEN GREEN GREEN CREEK GREEN WHITE GREEN WHITE GREEN GREEN 1 ■ VERSION 2 . 0 ; DATE WHITE CABLE PORT DIAGRAM CAUTION: HARMFUL RF ENERGY EXISTS ON THESE LINES L ISSUED 03/13/06 IS RF SECTOR SECTOR SECTOR SECTOR .SECTOR SECTOR DATA SHEET THAT WAS CAELE CABLE CAELE CABLE CABLE CABLE CAELE HEIGHT CABLE HEIGHT CAELE HEIGHT _, CABLE rEIGHT .CABLE HEIGHT .CABLE H_IGHT _ RX Al RX A2 RX A3 RX A4 RX CRXUTILIZED FOR DESIGNTX TX fX TX TX SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CAELE CABLE CAELE CABLE CAB_E CABLE CAELE HEIGHT CABLE HEIGHT — CAELE HEIGHT CABLE I--EIGHT CAB_E HEIGHT CABLE H=1GHT 2 ■ SEE PRE- INSTALLRX B1 tRX62 RX RX 64 RX CRXTX TX TX TX 1 PACKAGE FOR FINAL RF I SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CAELE CABLE CAELE CABLE CAB_E CABLE DATA SHEET CAELE HEIGHT CABLE HEIGHT CAELE HEIGHT CABLE HEIGHT CAB_E HEIGHT CABLE H_IGHT RX G1 RX G2 5XG CRXG4 RX C'RXTX TX TX 1 \AL'PH. A. X NOTES: A CONTRACTOR SHALL FILL OUT THE.CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE PORT MACRAM WILL.BE AFFIXED TO T-IE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDEDTO BE USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER.AT THE.TIME OF 0 INSTALLATION-. B: ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE:P057ED IN THE SHELTER IN A PROTE T T C SLEEVE. r SECTOR. ANTENNA PLAN VIEW I TURCOTTE ``1 SITE NUMBER: 1108 c� CIVIL CINGULAR WIRELESS SITE NAME: OAK STREET N0 �260 c i n g u I a r q ANTENNA CONFIGURATION / COLOR CODING Strategic TechnologySolUllons,Inc. Lucent Technologies 753 04K STREET ,'a _ WIRELESS .o n 07/06 ISSUED FOR PERMIT �� �� ;c RFG1:5,V% _�.yC.':;,.• NO, DATE REVIS;ON$ 'gY GiK s!Q ns�l .••C,`� AB MAtBER DRANNG NUYB£R RCV ;:,�L=•T'CEF.:F. �-I•�.. BARNSTABLE, MA C2.632 580 MAIN STREET Bell Labs Innovations ^(' BARNSTABLE COUNTY E30LTON, MA 01740 NOT SAGWN DESIGNED BY: MT DRAWN BY: JG 1 108 RF—1 0 r C� . re PROJECT INFORMATION SCOPE OF WORK: MODIFICATIONS TO AT&T EQUIPMENT AT AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY SITE ADDRESS: 749 OAK STREET BARNSTABLE, MA 02668 PROPERTY OWNER: AIRCOMM OF AVON. LLC -- at&t PMB 353 MCMURRAY, PA 15317 TOWER OWNER SITE ID: 807198 LATITUDE: 41' 41' 1.39' LONGITUDE: -70' 21' 34.09' ANTENNA ELEVATION: 250'AGL SITE NAME: OAK STREET - BARNSTABLE JURISDICTION: TOWN OF BARNSTABLE CURRENT USE: TELECOMMUNICATIONS FACILITY AT&T SITE NUMBER: 1108 PROPOSED USE: TELECOMMUNICATIONS FACILITY NAME OF APPLICANT: AT&T MOBILITY CROWN SITE NUMBER: 807198 550 COCHITUATE ROAD SUITES 13 & 14 FRAMINGHAM. MA 01701 VICINITY MAP SCALE: 1"=1000' DRAWING INDEX THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. SHEET DESCRIPTION REV T01 TITLE SHEET 2 G01 GENERAL NOTES 2 A01 COMPOUND PLAN&ELEVATION 2 '- �,�.�� __o t•~ � ta7 -` '• �o o u. � YL ,� e: APPLICABLE BUILDING CODES AND STANDARDS - A02 ANTENNA MOUNTING PLAN&DETAILS 2•� A03 EQUIPMENT DETAILS 2 a, o • �o e SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARD NOTES, SYMBOLS AND DETAILS (SEE ,o �. p. ® .� 'Wvx 2 .. • a, o ;. E01 GROUNDING DETAILS 2 DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING PACKAGE). SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES AS ° ' " " o- t 3 '►p bq.` ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE z r\ Q o S o o AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE "�". � •�`� ' ^.� T;y o O s DESIGN. BUILDING CODE: BOCA NATIONAL BUILDING CODE 1999 ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-99S8 _, d e _ o o ♦ S 0 NATIONAL ELECTRICAL CODE (NEC 2005) * o o" ? np �• OTHER: AMRICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASO, NINTH o y ' e �; '` �• o EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607. COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. a • �oi,},c' wy d• P �o ,�� w� ,, � ate `� �.4 .�� o•. F,• �` �,' INSTTUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH +r sr :a`'� p _ - „ to T _ •-, RESISTIVITY, GROUND IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3'AND 'HIGH SYSTEM EXPOSURE') MPOfO�' FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODSOF �• $' Kn",k"r }Shlthy jT WHERE NTHEREnSNCONFLICT BETWEENREMENTS, THE MOST A GENERAL REQUIREMENT CTIVE REQUIREMENT ANDA SPECIFIC REQUIRE ENT, THGOVEERN.E SPECIFIC .` ? k yG,. •a" {Lin„ y y°t f zi�l 'I 4� �; a `� r t. t�1� �' . . ?�? � UNDERGROUND SERVICE ALERT REQUIREMENT SHALL GOVERN. G S41 o W AT LEAST 72 HOURS PRIOR TO DIGGING, THE CONTRACTOR 15.REQUIRED TO CALL DIG SAFE 1 NB—DIG—SAFE �HOF OAK STREET-BARNSTABLE 2 04/05/13 ISSUED FOR COMSnW T10N- REVISED DKJ CJS �s� CLEMENT J. T&T MOBILITY clffi-Em CHAPPELL R.K. EXECUTIVE CENTRE ENGINEERING 201 BOSTON POST ROAD WEST AT&T SITE#1108 AT&T MOBILITY 1 09/21/12 ISSUED FOR CONTMLCWN— FINAL DKJ CJs SAL SUITE 101 ���� $$D GDGHfTUAIE ROAD 0.1 OB/21/12 15S1JED FOR CONSiR11C1gN DKJ CJS ASSOCIATES,LLC MARLBOROUGH.MA 01752 CROWN SITE#807198 � f SUITES 13 & 14 DKJ CJS to TITLE SHEET (508)481-7400 FRAMINGHAM, MA 01701 O oe/22/1z FOR REVIEW .—.ch.ppellengineering.eom 749 OAK STREET �" No. DATE REVIsaNS BY CHK JOB NO. ob ND Rye BARNSTABLE, MA 02668 `G fSCAM AS SHOWN DESIGNED:DKJ DRAYRk DKJ 05 MA1108 T01 2 GENERAL NOTES: CONCRETE AND REINFORCING DEL NOTED ELECTRICAL INSTALLATION NOTES: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318.ACI 336.ASTM A184,ASTM A185 AND THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALLAPPLY: DESIGN AND CONSTRUCTION SPECIFICATIONFOR CAST-IN-PLACE CONCRETE. CONTRACTOR-SA 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.UNLESS NOTED OTHERWISE.A OF THE NEC AND TELCORDIA OWNER-AT&T HIGHER STRENGTH(40DO PSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OEM-ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS TRANSPORT CABLING TO THE NEW BR EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SWILL CONFORM TO ASTM A 615.GRADE 60.DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE CONTRACTOR FOR APPROVAL FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SWILL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND ALL HOOKS SHALL BE STANDARD,UNO. ATTENTION OF CONTRACTOR. THE NEC AND TELCORDW 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH DRAWINGS: ALL LAWS.ORDINANCES.RULES.REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST .....3 IN. 5.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH THE PERFORMANCE OF THE WORN. CONCRETE EXPOSED TO EARTHARTH O OR WEATHER: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV /6 AND LARGER..........................2 IN. PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA.AND MATCH 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY /5 AND SMALLER&WWF............%IN. EXISTING INSTALLATION REQUIREMENTS, SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS CONCRETE N07 EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(I.E..HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE[MENDED TO SHOW OUTLINE ONLY. SLAB AND WALL..........................Y4 IN. ELECTRICAL TAPE(3M BRAND,%INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL).PHASE BEAMS AND COLUMNS................%IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REUIREMENTS 6. UNLESS NOTED OTHERWISE,THE WORK SWILL INCLUDE FURNISHING SS,EQUIPMENT,APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICTED ON 5.A CHAMFER Y4'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE.UNO,IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ON THE THE DRAWINGS. 4.2.1. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE 7. THE SUBCONTRACTOR SWILL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONFIGURATION,POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E.,PANELBOARD AND CIRCUIT ID-S). RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 8.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES.SHALL BE STAINLESS STEELE OR HOT DIPPED GALVINIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 9.All TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EXXXES. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES,GROUNDING 10.POWER,CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR CABLES AS SHOWN ON THE POWER GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS ym, EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; (134 AWG OR LARGER),600 V.OIL RESISTANT(WET AND DRY)OPERATION;LISTED TH LABELED HAN-2,CUSS B STRANDED COPPER CABLE RATED TH EN OR T FOR THE LOCATION AND RACEWAY SYSTEM USED, ACTUAL ROUTING WITH THE CONTRACTOR. (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. FOR 9 (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. UNLESS OTHERWISE SPECIFIED. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(16 AWG OR STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION LARGER),600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION.CUSS B STRANDED COPPER CABLE OF THE OWNER. 8.AS AN ALTERNATIVE TO ITEM 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. RATED FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL USED,UNLESS OTHERWISE SPECIFIED. CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED.UNLESS IT IS VERIFIED BY 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE.SHALL BE SINGLE TO THE OWNER'S DESIGNATED LOCATION. CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. CONDUCTOR/3 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTUR& STEEL NOTE$: 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,$HALL BE MULTI-CONDUCTOR.TYPE TC '. 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR 1.ALL STEEL WORK SHALL BE PANTED OR GALVNZED IN ACCORDANCE WITH THE DRAWINGS UNLESS OTHERWSE NOTED. CABLE(134 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN. RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(MSC)'WVNUAL USED,UNLESS OTHERWISE SPECIFIED. 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILUNG OF STEEL CONSTRUCTION'. 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS.FINISHING NEW WALLS OR FINAL 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO RISC AND AWS D1.1. NRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. WHERE FILLET WELD SIZES ARE NOT SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE ASC'MANUAL OF STEEL LESS THAN 75-C(90-C IF AVAILABLE). I&NOT USED. CONSTRUCTION',9TH EDITION.PANTED SURFACES SHALL BE TOUCHED UP. 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(Y.'e)AND SHALL HAVE MINIMUM OF TWO BOLTS NEMA,UL,ANSJ/IEEE AND NEC. WORK.ALL DIMENSIONS OF EXSONG CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWSE. 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE FOISTING INSTALLATION WHERE POSSIBLE. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%_DIAL ASTM A 307 BOLTS UNLESS NOTED OTHERWISE 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40,OR 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 5.INSTALLATION OF CONCRETE EXPAFSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SDHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR INDOOR LOCATIONS MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL 18.ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT).OR RIGID NONMETAWC APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. WHEN DRILLING HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS 18,SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSEF/REDHEAD OR APPROVED EQUAL. 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SMALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 20.RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. STEEL USED UNDERGROUND;DIRECT BURIED.IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC, 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS SITE WORK GENERAL NOTES: OUTDOORS, LIORS,WHET FLEXIBLE NOCCURS METALLIC CONDUIT(LIQUID-SITE EKED.SMALL BE USED INDOORS AND SOIL COMPACTION NOTES FOR SLAB ON GRADE: our000Rs,WHERE VIBRATION occuRS OR FLEXIBILITY Is NEEDED. 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL T0.EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE AS REQUIRED. LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR 23.CABINETS,BOXES,AND WIREWAYS SWILL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS ENGINEER IS ACCEPTABLE. WITH NEMA UL,ANSI/IEEE,AND NEC. AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL'BASE SHALL BE COMPATCTEO WITH 24.CABINETS.BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE }.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 'COMPACTION EOLIPMENT'.LISTED BELOW TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER.DESIGNED TO SWING OPEN C. DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEAR 1 (OR BETTER)INDOORS,OR NEMA 3R 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS.STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS. DISPOSED OF LEGALLY. 3'LIFTS ABOVE COMPACTED SOB.GRAVEL SHALL BE NATURAL OR CRUSHED WITH IOOx PASSING/1 SIEVE. 26.EQUIPMENT CABINETS,TERMINAL BO%ES,JUNCTION BOXES,AND PULL BOXES SHALL SE GALVANIZED OR S.THE SITE SHALL BE GRADED To CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EOUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50.AND RATED NEMA 1 (OR BETTER)INDOORS. 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 55E). OR NEMA 3R(OR BETTER)OUTDOORS BE PLACED IN ANY FILL OR EMBANKMENT. AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED.OR NON- 7.THE ON GRADE SHALL BE COMPACTED AND BROUGHT 70 A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE CORRODING:SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) COMPACTION EQUIPMENT: INDOORS.OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS, B.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE 1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED MENA OS 2:AND WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE RATED NEMA 1 (OR BETTER)INDOORS.OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. CONSTRUCTION NOTES: 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR I.FIELD VERIFICATION: BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED. - DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD . AGAINST LIFE AND PROPERTY. 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE WRING CONSTRUCTION.EROSION CONTROL MEASURES,IF 2.COORDINATION OF WORK: }l.ALL ELEC7RMAL WORK SHWl BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR.CONTROL AND ALL APPLICABLE LOCH.CODES 3.CABLE UDDER RACK' 32.CONDUIT ROUTINGS ARE SCHE M- L INSTALL 0 UITS 5p THAT ACCESS TO 11.THE SUBCONTRACTOR SMALL PROVIDE SITE SOME IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SICNAGE. SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE UDDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENTS NOT BLOCKED. TO SUPPORT CABLES TO THE NEW BTS LOCATION, o. OAK STREET-BARNSTABLE 2 04/05/13 tM FOR OONSTRUCTICIN-REVISED DMKJ CJS CLEMENT K4cT MOBILITY CHAPPELL R.K. EXECUTIVE CENTRE ML ENGINEERING 201 BOSTON POST ROAD WEST AT&T SITE#1108 AT&T MOBILITY 1 10/24/12 ISSUm FOR COFLSTRUC110N- FINAL DKr cJs SUITE 101 ���� 55o COCHfTUATE ROAD o.1 09/21/12 55um FOR CONSTRUCTION DKr CJS (`, GENERAL NOTES ASSOCIATES,LLC MARLBOROUGH,MA 01752 CROWN SITE#807198 SWTES 13 & 14 0 OB/22/12 ISSUED FOR REVIEW pw CJS 82 y (508)481-7400 FRAMINGHAM. MA 01701 st.,,. .,,I www.chappellengineering.com 749 OAK STREET _ _ NO. DATE REVISIONS eY CHK JOB la �• BARNSTABLE, MA 02668 •AS SHOWN DESIGNED:DKr DRAIYHk DKJ 1 OD$ MA1108 1 G01 12 NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND 7. ALL(E)ACTIVE SEWER,WATER,GAS, ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2. ALL DIMENSIONS SHOWN THUS*ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH AROUND OR NEAR UTILMES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. _ _10P EXIST.GUYED T011R PROJECT OWNER PRIOR TO CONSTRUCTION. B. ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES.WHICH INTERFERE WITH THE EXECUTION OF THE WORK, EL. =JB tl AK SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 3. NORTH ARROW SHOWN NG PLANS REFERS TO APPROXIMATE NAM TRUE NORTH. PRIOR TO THE START IT THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. j CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS.CONTRACTOR SHALL CONSULT WITH PROJECT OWNER'S RF ENGINEER AND FIELD VERITY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 9. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR GRAVEL, 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SWILL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER.THE STATE, ID. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING COUNTY OR LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION,AS REQUIRED. S. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. j6. ALL LIT1UTY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. EXIST.16)AT&T PANEL ANTENNAS EL.=750'3 AOLL 5 1 PROP.AT&T ANTENNAS PROP.Q3)AT&T PANEL ANTENNAS (1 PER SECTOR,TOTAL OF 3) EL 250'2 ACLACL F A02 A02 MOUNTED TO DO5T.GUYED TOMO y + 2 PROP.AT&T RRUS MOUNTED Z \+ � TO EXIST.SECTOR FRAME j (2 PER SECTOR TOTAL OF 6) 2 PROP.SURGE ARRESTOR . \+ Apy MOUNTED TO EXIST.TOWER LEG PROP.AT&T RRUS 2 croi (2 PER SECTOR,TOTAL OF 6) i -mn�Rei NOTES A02 MOUNTED TO EXIST.SECTOR FRAME + 1.STRUCTURAL ANALYSIS REPORT PENDING. 2.CABLE ATTACHMENT METHOD TO FOLLOW PROP.AT&T OHTEIDIAS 5 1 (1 PER SECTOR,TOTAL OF 3) + RECOMMENDATIONS DUNNED IN THE Apt Apt RESULTS OF THE APPROVED STRUCTURAL MOUNTED TO EXIST.Gl1YE0 TOWER i PROP.(1)FIBER&(2)DC CABLES ANALYSIS. ROUTED ADJACENT TO EXIST.COAX 3.MODIFICATIONS TO THE STRUCTURE,IF WITHIN 3'FLEX CONDUIT AS REQ'D REQUIRED,SHALL BE INSTALLED PER APPROVED DESIGN. AT&T TO UTILIZE EXIST. . GRAVEL ACCESS ROAD PROP. GPS ANTENNA MOUNTED TO EXIST. 3 . EQUIPMENT BUILDING. EXIST. ADJACENT TO EXIST•GPS ANTENNA b2 EOUIP14ENT i A BUILDING EXIST.CPS AN IENNA MOUNTED TO EXIST EOU/PMENF BUILDING I EXIST EOU/PMEN7 BUILDING I _ PROP.AT&T RADIO EQUIPMENT WITHIN EXIST.NVAC PROP.23'EQUIPMENT PACK EOUIPM£NT AREA (�DETAIL FOR EQUIPMENT LAYOUT) PROP.POWER PUNT CABD&7 - '�- WITHIN EXIST.EDUPMENT ROOM A03 ` PROP.POWER PLANT CABDIET WITHIN PROP.(1)FIBER&(2)DC EXIST.EQUIPMENT RODM PROP.AT&T RADII EQUIPMENT CABLES ROUTED ADJACENT TO A03 (SEE DETAIL FOR EQUIPMENT LAYOUT) WITHIN PROP.23'EQUIPMENT RACK A03 EXIST.WAX + / WITHIN EXIST.EQUIPMENT ROOM \+\ j EXIST OT ROOM �i + EQUIPMENT R001A \+ + £W/PMENT BUILDING EXIST. 5i1 GEN. GROUND LEVEL EL. =0'AGY COMPOUND PLAN COMPOUND ELEVATION 2 SCALE:1"- 10' AOt SCALE:N.T.S. A01 0 5' 1 O' 20' 30' ZN OF j OAK STREET-BARNSTABLE &T MOBILITY I, CHAPPELL 2 04/06/13 ISSUED FOR CONsrRl1C110N — REVISED DKJ cis ACLEMEJR.K. EXECUTIVE CENTRE AT&T SITE#1108 AT&T MOBILITY 1 10/24/12 ISSUED FOR CONSTRUCTION — FINAL DKJ ENGINEERING 201 BOSTON POST ROAD WEST ����suITE T 55o COCHITUATE ROAD o.1 OB/21/12 IssuED FOR CONSTRUCTION DKJCOMPOUND PLAN & ELEVATION MARLBOROUGH, MA 01752 CROWN SITE#807198 SUITES 13 & 14 0 08/22/12 ISSUED FOR REVIEWASSOCIATES,LLC DKJ(508) 481-74/0 FTtAMINGHAM, MA 01701 www.chappellengineering.eom 749 OAK STREET ." NO. DATE REVISIONS BY CHJOB MD. 0�0.�• • BARNSTABLE, MA 02668 �_/ SCALE-1'-10'-0' DESIGNED:DKJ DRAWN:DKJ5 MA1108 A01 2 �ONAI.� III 0 EXIS17NO PANEL ANTENNA ENSONG PANEL ANTENNA v (2 PER SECTOR, TOTAL OE 6) (2 PER SECTOR. TOTAL Of 6) MOUNTED TO EXIST.GUYED TOWER MOUNTED TO EXIST GUYED TOWER PROP. PANEL ANTENNA (1 PER SECTOR, TOTAL OF 3) ON EXIST. ANTENNA MOUNTING PIPE GAMMA CiANNA Um IS L1E$U11T5 EXIST.GUYED TOWER PROP. SURGE ARRESTOR ON EXIST. TOWER LEG EXIST. BETA SECTOR ANTENNA RELOCATED TO POSITION 13 m EXIST GUYED TOWER Goa PROP. RRUS MOUNTED TO EXIST. SECTOR FRAME (2 PER SECTOR,TOTAL OF 6) ;a RELOCATE EXIST. BETA SECTOR ANTENNA TO POSITION /3 EXIST. ANTENNA MOUNTING PLAN 4 PROP. ANTENNA MOUNTING PLAN s SCALE:1/'-1'-0" A02 SCALE:1/'- 1'-0" A02 PROP. 2'0 SCH. 40 ANTENNA MOUNTING PIPE - ------------------- -- -------------------------- ----- EXIST.ANTENNA SECTOR FRAME EXIST. TOWER LEC PROP.)4.0 U-BOLT FOR 2"0 PIPE GPS ANTENNA COLLAR BRACKET MOUNT KIT 1 PROP. PANEL ANTENNA A02 II I I �y SON.40 x Ir LG ALL PROPOSED EQUIPMENT ` I I MN SS OR GALV.PPE TO BE INSTALLED WITHIN II PLANE OF ANTENNA II o PROP. (2) RRUS ON 2 EXIST. SECTOR FRAME A02 II II EQUIPMENT BUKDING ROOF—"' OOF o GROUND DIPS MOUNTING STRUCTURE BACK I I TO EXTERIOR GROUND SYSTEM W//2 PROP. COMSCOPE L3x3•)(e GALVANIZED ANGLE SOLD BARE TINNED AND ATTACHED W/2 PIPE MOUNT KIT HOLE LUG. P/N: MT-219-H ' II MOUNT TO EXIST.BUILDING WITH(2) W EXPANSION BOLTS(TYP.). WELD PIPE TO ANGLE OR MOUNT WITH(2) _ ------------------- -- ------------------ ---- ---- GALVANIZED Y U BOLTS AND HARDWARE )1*4 COAX CABLE MINIMUM BENDING RADIUS PER PROP. SURGE ARRESTOR 2 MANUFACTURER'S STANDARD ON EXIST. TOWER LEG PROPOSED DUAL BAND ANTENNA PROPOSED SURGE ARRESTOR PROPOSED DUAL PA RRU (MOUNT BELOW RRU) A02 ANTENNA DETAIL 1 EQUIPMENT DETAILS 2 GPS MOUNTING DETAIL MOUNTING ELEVATION 6 SCALE:N.T.S. A02 SCALE:N.T.S. A02 SCRL.3"-1'-0" A02 SCALE:1"- 1'-0" A02 0 6" 1'- OAK STREET-BARNSTABLE MOBILITY CHAPPELL 2 04/05/13 FOR CONSTRUCTION- REVISED DKJ CJS �► R.K. EXECUTIVE CENTRE AT&T SITE#1108 AT&T MOBILITY 1 10/24/12 ISSUED FOR CONSTRUCTION- FINAL DKJ cis ENGINEERING 201 BOSTOSU POST 101 AD WEST ���� 550 COCHITUATE ROAD Ti 09/21/12 ISSUED FOR CONSTRUCTION DK CJSJS SINCE SSOCIATEI MARLBOROUGH.MA 01752 CROWN SITE#807198 ' SUITES 13 & 14 ENNA MOUNTING PLAN & DETAILS (508) 481-7400 FRAMINGHAM, MA 01701 0 08/22/12 SSITm FOR REVIEW N ., www.chappeliengineering.com 749 OAK STREET BARNSTABLE. MA 02668 N0. DATE REVISIONS Br CNK JNIB No. OWa N0.REV. •AS SHOWN DESIONED:OKJ DRAWN:DKJ 5 MA1108 A02 2 £A15T.CPS ANTENNA MOUNTED TO EXIST.BUILDING 3 PROP. GPS ANTENNA MOUNTED ■ Apt TO EXIST. BUILDING ■ LINEAGE DC CABLES ROUTED 1�ENT T EXIST. COAX WITHIN 3'O.D. FLEX CONDUIT AS REQ'D ARCUS lll� CPS RACK GENERATOR ■ 1 ■ / 3 PROP. POWER PLANT CABINET ■ T A03 WITHIN EXIST. EQUIPMENT ROOM ■ MUL DPLEXCR ■ I 1 PROP. RBS 6601, SURGE SUPPRESSION AD3 SYSTEM, MOUNTED IN PROP. 23' EQUIPMENT I RACK WITHIN EXIST. EQUIPMENT ROOM REMOVE/RELOCATE EXIST. DESK PoWERWAVE _ " D_ --J ARGUs YARMOUTN RADIO BTS I POCA RADIO/0 PROP. RACK MOUNTED SURGE SUPPRESSION SYSTEM SANDWICH (DC6-48-60—RM) BTS 2 RADIO JASHPEE RADIO I BTS 30.0' PROP. RACK MOUNTED ®® Res ERICSSON RBS 6601 3sa6 ARGUS I~30.0' i -x x • x " RRU RACK I o 0 V 1 IS 1 CB ELE[ PROP. TELECT 23' UNEQUAL FLANGE RACK OR APPROVED EQUAL i i FRONT VIEW PLAN VIEW , EQUIPMENT RACK t POWER PLANT DETAIL EQUIPMENT SHELTER LAYOUT 2 SCALE:N.T.S. A03 SCALE:NOT TO SCALE A03 SCALE:1/2' l'-0' A03 OAK STREET-BARNSTABLE 2 a/os/+3 ISSM FOR CONSTRUCTION- REVISE.o DK) crs y� AT&T MOBILITY coolcm CHAPPELL R.K. EXECUTIVE CENTRE VLL 201 BOSTON POST ROAD WEST AT&T SITE#1108 AT&T MOBILITY 1 10/24/12 rssuEO FOR CONSTRUCTION- FlNAL DKr cJs ENGINEERING SUITE 101 ���� 550 COCHITUATE ROAD 0.1 09/21/12 �FOR CONSTRUCTION OK.I CJS N EQUIPMENT DETAILS ASSOCIATES,LLC MARLBOROUGH, MA 01752 CROWN SITE#807198 SUITES 13 & 14 0 oe/22/+2 ISSUED FOR REVIEW DKr cJs (508)48177400 FRAMINGHAM, MA 01701 wwwxhoppellengineering.co 749 OAK STREET _.,-•' NO.1 DATE REVIS06 BY CHK 382 Joe Na WO.NO.IREV.1 BARNSTABLE, MA 02668 •AS SHOWN DESIGNED:DKJ DRAWN:OKJ S MAl1O8 AO3 2 �{BA � NOT NSTALL CABLE ROUND IT AT A GROUNDING NOTES I GGROOUUND IW E DOWN TO GANTENNAKGROUND BEND AND ALWAYS DIRECT I.THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND 12'70 24 2•WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE WITH THE NEC SHALL NOT BE USED. (AS ADOPTED BY THE AHJ),THE srrE-SPECIFIC(UL,LPI.OR NFPA)LIGHTING PROTECTION CODE,MID ANTENNA CABLE TO ANTENNAS GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. I — _ 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO.LIGHTNING PROTECTION, TX1 RX1 TX2 RX2 WEATHERPROOFING AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE.BY TWO OR MORE COPPER WEATHERPROOFING KIT KIT(TYP.) BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. (SEE NOTE 3) 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING(PER CABLE GROUND KIT COAX JUMPER GROUND KIT(IYP.) IEEE 11DO AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. 16 AWG STRANDED COPPER GROUND �') (SEE NOTE) WIRE(GROUNDED TO GROUND BAR)(SEE G 4.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. NOTE 1 &2) CONNECTOR STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL WEATHERPROOFING ®6 AWG BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. NOTES. KIT(TYP) 5.THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT SEE NOTE 2 ANTENNA GROUND BAR, GROUND WIRE DOWN TO GROUND BAR. SIMILAR TO DETAIL 3 WITHOUT TO ACHEIVE A TEST RESULT OF 5 OHMS OR LESS ON TOWER STIES AND 10 OHMS OR LESS ON INSULATORS.BONDED DIRECTLY ANTENNA CABLE ROOFTOP STIES.WHEN ADDING ELECTRODES,CONTRACTOR SWILL MAINTAIN A MINIMUM BURIED L TO TOP OF MONOPOLE OR 2.GROUNDING KR SHALL BE TYPE AND PAITf NUMBER AS SUPPLIED OR TO BTS EQUIPMENT THE ROD.I ADDED ELECTRODE ANAL OTHER O KEEP ELECTRODES EQUAL TO THE BURIED LENGTH HE TOWER. THE ROD.IDEAILY,CONTRACTOR SNAIL STRIVE TO KEEP THE SEPERATION DISTANCE EQUAL TO TWICE THE RECOMMENDED BY CABLE MANUFACTURER. (IYP.) BURIED LENGTH OF THE RODS. 3•WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. TO ANTENNA SUPPO /0 GREEN N PE E------ -----i#2TO 6.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE COLD SHRINK SHALL NOT BE USED. LOWER CIGBE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. 7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL CONNECTION OF CABLE GROUND CONNECTION OF GROUND WIRE COMPRESSION AND BOLTED GROUND CONNECTIONS. KIT TO ANTENNA CABLE TO GROUNDING BAR 8.COAX BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO-HOLE MECHANICAL TYPE BRASS CONNECTORS. 3 DETAIL DETAIL 4 9.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING PROPOSED LIE SCALE:N.T.S. E01 SCALE:N.T.S. E01 CONNECTIONS PANEL ANTENNA 10.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. II.META CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT(LAMPS. 12.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR SLEEVES THROUGH WAILS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, WO COAX CABLE NON-METALLC MATERIAL SUCH'AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF META (7.Yp ALL) CONDUIT IS UNAVOIDABLE(E.G..NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE META CONDUIT. 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND ARE PERMITTED. LIE 7DD LIE ALMS 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND REMOTE RADIO REMOTE RADIO HEAD UNIT HEAD UNIT CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 15.USE OF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' S BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES,BENDS SHALL BE MADE WITH A MINIMUM BEND DC POWER CABLE 4 0 2 RADIUS OF 8 INCHES, 16.EACH INTERIOR TRANSMISSION CABINET FRAME/PUNTH SHALL BE DIRECTLY CONNECTED TO THE (1) 7/16- MASTER GROUND BAR WITH 8 AWG STRANDED,GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND FIBER CABLE 16 AWG FROM 2 WIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR CABINET FRAME/PUNTH SHALL BE ANTENNA CABLE a eTe n e DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 2 AWG SOLID TIN-PLATED COPPER WIRE GROUND KR a of UNLESS NOTED OTHERWISE IN THE DETAILS. SURGE�EXTgE 3 o ° —QSEE DETAIL 508A 17.EXOTHERMIC WELDS SHALL BE USED FOR FOR ALL GROUNDING CONNECTIONS BELOW GRADE. GROUND BAR i CONNECTIONS TO ABOVE GRADE UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR ON WALL, WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE INCLUDING SET FLOOR OR ON LEGEND SCREWS,HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRITTEN PERMISSION FROM ANTENNA TOWER I- COPPER GROUND BAR,Y4-X4-X20-,NEWTON INSTRUMENT CO. BECHTEL TELECOMMUNICATIONS MARKET REPRESENTATIVE. CAT.N0.8-6142 OR EQUAL MOLE(INTERS i0 MATCH NEMA 18.ALL EXTERIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL SHALL BE 2 AWG SOLID TIN-PLATED COPPER UNLESS OTHERWISE INDICATED. 0 ^ r0-�^ VARY BASED ON NUMBER OF GROUND CONNECTIONS) 19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND RING SHALL BE FORMED USING (2P)WERWCAABBLE U O v r��v^ ^� 2- INSULATORS,NEWTON INSTRUMENT CAT. NO.3061-4 OR EQUAL HIGH PRESSURE CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. 00 O 01 u V�/ 0 3- 5/8-LOCKWASHERS,NEWTON INSTRUMENT 00. 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL a CAT.NO.3015-8 OR EQUAL 21.ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP (12)PAIR BUNDLED 'TWO HOLE LUG,OR 4- WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASS FIBER CABLE NOTES: EXOTHERMIC WELD TO BE CAT N0.A-6056 OR EQUAL WITH STAINLESS STEEL HARDWARE,INCLUDING SET SCREWS SHALL BE USED FOR USED WITH#2 AWC BCW CO TO ALL ROOFTOP TRANSMISSION EQUIPMENT AND STRUCTUA STEEL I. ONE PROPOSED ANTENNA SHOWN. TO BUILDING SER..GROUND 5- 5/8-11 X 1'HHCS BOLTS,NEWTON INSTRUMENT CO. ALL SECTORS SIMILAR. .OR GROUND RING CAT NO.3012-1 OR EQUAL 22.BOND ALL METALLIC OBJECTS WITHIN 6 FT.OF THE BURIED GROUND RINGWTIH 2 AWG SOLID MAD! 71N-PIATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF (BASELAND) POWER PLANT 2. NO MODIFICATIONS TO EXISTING •-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO EXISTING GROUND CONDUCTORS ARE ENCOLINTED,BOND EXISTING GROUND CONDUCTORS TO NEW UNIT ANTENNA PLUMBING REQUIRED. SHALL ONLY USE EXOTHERMIC WELDS. TOWER/MONOPINE STRUCTURE.CONNECTION TO TOWER/MONOPINE CONDUCTORS. EXISTING ANTENNAS NOT SHOW STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. FOR CLARITY. INSTALLATION OF GROUND 3. SEE FINAL RF DATA SHEET FOR WIRE TO GROUND BAR GROUND BAR DETAIL ANTENNA CONFIGURATION. ONE LINE PLUMBING DIAGRAM 5 DETAIL DETAIL 2 SCALE:NOT TO SCALE Ept SCALE:N.T.S. E01 SCALE:N.T.S.IT Epi ZN OF OAK STREET-BARNSTABLE 2 a/os/,3 IssL,Eo FOR coESTRLrrmN_ REVISED DK, CLEMENT AT&T MOBILITY N&REM CHAPPELLR.K. EXECUTIVE CENTREENGINEERING 201 BOSTON POST ROAD WEST AT&T SITE#1108 AT&T MOBILITY 1 10/24/12 ISSUED FOR CONSTRUCTION- FINAL DKr SA SUITE 101 ���� 550 COCHITUATE ROAD o.1(19/2t/t2 ISSUED FOR CONSTRUCTION ASSOCIATES,LLC MARLBOROUGH. MA 01752 CROWN SITE#807198 ) SUITES 13 & 14 0 08/22/12 ISSUED FOR REVIEW ou y GROUNDING DETAILS (508)481-7400 FRAMINGHAM, MA 01701 �2 www,cheppellengineering.com 749 OAK STREET No. DATE REVISIONS 6Y K MD. JDB Na wla Na RLv. BARNSTABLE, MA 02668 ISCAM AS SHOWN DESIGNED:DKJ DRAWN:DKJ 4 1.005 MA1108 E01 2 UN I f t_IGHCS uareo U9htSRaarm LP 10802 PohrWgo BONowrd Reston,VA 20191 CROWN COMMUNICATION,NY INC. 3 CORPORATE PART(ORIVE L UGH � Qua r�eo SUITEIDI CUFTON PARK.NY 12055 Boo. r.AnaoA: :crnc ..N.crmlr TiMCTYWD FipNeerin0 ®y„9u14 wn.n . 30 BHIbn•1.1 191 taLwm,NY 21010 P__ (S1B)1—BJ0 Far. (319)TBJ-1344 ��.leebnbargineplrp.aom LIGHTSOUARED SITE NAME: CAPECOD 1 LIGHTSOUARED SITE NUMBER: TMUSMABSTN0002 .. PROECT NUMBER 6478.27 NMC NO. DATE ISSUE 0 2/13/15 FOR COMMENT 1 2/18/15 PER Cow ENIS CROWN CASTLE BU#: 870801 2 3„0„5 FOR CONSTRUCTION3 5/7/15 PER MUNI COMMENTS CROWN CASTLE SITE NAME: BARNSTABLE (OAK ST.) RELEASED BY ",DATE —I o RJR _ J CROWN SITE NAME WEST BARNSTABLE a SHT. DESCRIPTION REV REWSION i e Ouet�6 iaErin CROWN BU NUMBER: 870901 No, NO DATE y0Q �p J 7 APRJCAnON 272827 _ r-1 3 nnF SHEET 5 6 1s 97E ADDRESS 749 OAK STREET WEST BARNSTABLE MA 02632 y \ � 1`-,�' C-1 STE PLAN R EOU' ENT RAN 3 $ 5 Co rnnrylbeepe. s A -'4(, I YUNIOPAIITY: COLLAGE D<WEST BARNSTABLE 1 C-2 EEVATON,NOTES h DETAOS 3 $ s Q `J x Y COUNTY: BARNSTABLE C-3 DETAILS 3 5 5 1 =wra M_J COPIES OF THIS D UMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN _ ` MAP/BLOCK/LOn 21}w}p02 F1 Rtourrowc DETAILS 3 s 9 1s 1 *�.. ORIGINAL E BLUE O DISEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE `���' f) Buai, Faren � � ZONING DISTRICT: w0-INDUSTRIAL _ OR LAND ��m �` PRO STRUCTURE COORDINATES N 41•41'20.09' SURVEYOR SHALL NONAL O T BE CONSIDERED ! W 70'20'47.09' ( VPLD COPIES. S'RE � ,AaoM11'9 GROUND ELEVATION: 125'*AMA t 0 1 I J S TONER OWNER 3 OWNCOIL CRATE PARK ON.OR NY INC. IN 3 CORPORATE PART(DR ORIGINAL 512E INCHES SUITE t 4'� NNRo a CONT N SITE INFORMARON PARK.NY 12065 AI CONTACT: T:TAMMY(518 NOSE)( CAPECOD 1 �. dye• �:.�g�' if f CONTACT(L(SIB)1160-7083 TMUSMABSTN0002 APPULANn UGNT90UARED LP 11008022 PMI��BLw \\1 S �.'- RESTON.VA 2w9, 749 OAK STREET u'/ � g W BARNSTABLE, MA 02632 Hs �r } BARNSTABLE COUNTY { SHga DIRECTIONS TO SITE:K,FROM CLIFTON PAR NY TAKE 1-87 S lO EXIT,W FOR 1-90 E.TAKE 1-90 EAST TITLE SHEET DO NOT SCALE DRAWINGS TOWARDS BOSTON 124*MILES TO DOT IRA FOR 1-491 MERGE ONTO 1-495 SOUTH AND FOLLOW 57.5*MILES CONTINUE ONTO MA-25 E.FOLLOW FOR 9.7*MILES.THEN PROJECT SUMMARY CONTINUE ONTO BLUE STAR MEMORIAL HWY.w 0.3*MILES,CONTINUE ONTO MA-28 S. AT n1E TRAFFIC OROf,TAKE 7)IE STH EMT ONTO SANDWICH RD.IN 3.2*MILES, SHEET I N D E X THESE DRAWINGS ARE FORMATTED FOR 24'%39�.OTHER TURN RIGHT ONTO MID-CAPE CONNECTOR.MERGE ONTO US-6 E.AND FOLLOW FOR SCOPE OF WORK SIZED VERSIONS ARE NOT PRINTED TO THE SCALE 9,7*MILESTAKE SKIT$FOR MA 149 TOWARD MARSTONS MILLS/WEST BARNSTABLE ' SHOWN.CONTRACTOR SMALL VERIFY ALL BANS AT THE TRAFFlC ORCLE,TAKE THE 2ND E70T ONTO SERWCE RD.IN 1.9*MILES,TURN �' SITEDOS&ONC DIMENSIONS L CONDITIONS THE EN ONETHE JOB LILT ONTO OAK ST.CONTINUE FOR 0.4*MILES THE STE WILL BE ON THE LEFT. THE PROPOSED PROECT CONSISTS O'THE IMSTALLAnON OF(1)OMNI ANTENNA AND THUS SET OF PLANS SHALL NOT BE UMIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL ITEMS 91E R SHALL IMMIDIAIAY NOTIFY THE ENGINEER IN (/J�)� SHEET NUMBER WRITING 6 ANY DISCREPANCIES BEFOG PROCEEDING Ir.•COMMAL UNICATO EOIIRIENON AM T INSIDE AN E704jwC µ9RQ7TMDt,INSTALLATION W NEW OF COCONCERN"AVECON BEEN DRESSED AND EACH OF THE DRAWINGS HAS BEEN REVISED AND WITH 711E WORK OR BE RES'ONSSLE FOR SAME VICINITY M A P T-1 L,GHtS uareo UOhl3Rwred LP 10802 P'arkrid0e Boulevard Reetoo.VA 20181 CROWN COMMUNICATION,NY INC. 3 CORPORATE PARK DRIVE SURE 101 CLUTCH PARK,NY 12065 ruumrFM TCIYrO ErgNaMrq ConwllonN 3e enuen Aa,.,aaa elw..Iaue lot 1atAam.NY 12110 Plgnn(et8)7e3-1830 Fac (51e)7ea-13H iF - ....twlaaro.aatwe.l„a.aon, I i oz EASTING TRANSFORMER(TYP) _ PROTECT NUMBER DRAWNBY 6478.27 NMC -SRN.A/C UNIT NO. DATE ISSUE t701U1L4T FAN AND LOUVER. 0 2/13/15 FOR COMMENT Pr(0PO4D THERMOSTAT TO QtQRT FROM (WTT011 NLA1 di APN(OVED 51LM)ro DEHIDrrTAT ro E701AU3T FM RFPIAOE E1731N0 LOUVFJt COI(TRACI'�1 ro 1 2/I8/15 PER COMMENTS FLN art DPERMO PI1H 2K PT uAmETt TO MATLT(MANIiALT/EA RESOYYEIQFD EXI RO SIZE STING CABLE 2 3/10/13 FOR CONSTRUCTION BRIDGE(TYP) EXISTING e•TILCO OTal XQE N tALL POit . BACKBOARD Nog RaLRIw AID 3 5/7/15 PER MUNI COMMENTS EATNE18ROff AS REOIJRFD LIGHTSO 0 EQUIPMENT �N PROPOSED THERMOSTAT E)OSTO(D EOtNt71T BYIDNO. APPAOLtD egtA(() 0 0 0 0 I • • • CO M=CONDENSATE NOSE TO AC UNIT AND PROVE St"N PROPOSED POWER mtau► NOSE REM AC UNIT TO EXISTING PANEL BOARD TO E0(M3T FM ACCOMMODATE DOOR SWING EDUIPHENT BUILDING 1 EXISTING LNG I I CABINET ro HALO RELEASED BY DATE DOSTING SINGE ���777 EOUIPNENT ROOM —— OtRID RING GATE(TYP) ( (11•-5-z12-97 _ O EXI -PROPOSED UORTMARED STING ON D031N0 CANE BRIDGE f __r Yd EOIiIEI/T(EASE BUR-DU M I AREA . OF i MFCI OmD-XM-ACa PROPOSED UgfISWARFD DOA% EDSIING (SEE METAL 2/C-3) fB Htf 1 tt CABLE FASTENED TO TOWER FAO BATTERY MAY WITH SNAP N HANERS ON f F �g/ L✓fl 1' EOSTM CABLE SIJPPQTIS f 6VtlS PROPOSED U GHTSAUARED PROPOSED NISOUNE D NO a To E MOUNTECABLE � (SEEDETAL 3/C-2) POLICE BARNSTABLE PROPOSED CABINET TO EDSRNG FENCED AREA .DISII10 COAX POINT N IDI STNO CANE RAIX [�Q� (,j E)ISTINC CURED TO. CABLE-ro HALO •t `EKISTING (SEE DETAIL 1/C-2) EX0511NG POWER—___, f ry-- •a. EGIIIPNEM PANELy BIRLDNG` COPIES OF THIS MEAN WITF10Uf A _C'J / ORIGIN&EMB E OF THE SEAL R ORDINAL STAMP IN BLUE R RED INK OF THE PROFESSIONAL GINEER OR LAND I F SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. - 0 1 2 E)ISTNG CONCRETE PAD WITH VARIOUS HVAC UNITS,GENERATORS AND ORIGINAL SIZE IN INCHES PROPANE TANKS(TYP) EOSTNO SITE INFORMATION PROPOSED POEM CC NOW FROM CABLE PORT POEM PANEL TO 100A MAN BIEAIER CAPECOD 1 ON EQUIP"T R(1 TMUSMABSTN0002 749 OAK STREET W BARNSTABLE, MA 02632 BARNSTABLE COUNTY SHEET TITILE . (2)SITE PLAN (2)EQUIPMENT PLAN C-1 SCALE:I._10. C-1 SCALE 1•-Y SITE PLAN & EQUIPMENT PLAN .. SHEET NUMBER C-1 r � � - ° E'"PROPOSED °�"'"" ) ANTENNA AND TRANSMISSION LINE SCHEDULE L_lC5Hr_Souareo A LEG ANTENNA ANTENNA DATA AZIMUTH ANTENNA TIP TRANSM,SSGN LENGTH: MEHHT(AGE.) LINE iXL-1873 LI 802 F,rod UP NOTE Pft�lHi1T5WARED SOUTH EAST NY OMNI ANTENNA KAMREIN OMNI ANTENNA 750 1CO74 N/A 2B9' 340' R0 ParkAdga Boulewnl Raaloly VA 20191 THE EXISTING TOWER SHALL BE STRUCTURALLY ANALYZED BY AN1EWA STAND-OFF MOUNT ' A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH (TYP OF 1)(Skim OETAL 3/" OF MASSACHUSE17S(TO BE COORDINATED BY OTHERS). SITE NOTES GENERAL NOTES CROWN COMMUNICAnON,NYINC. 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE 3 CORPORATE PARK DRIVE EKISRNG GUYED TOWER BUILDING CODE.AND ALL OTHER APPLICABLE CODES AND ORDINANCES SUITE 101 2 ALL ENCOUNTERED ACTIVE SEWER.WATER,GAS, TECTED AND OTHER,AND 3 WHERE 2 CONTRACTOR SHALL MST THE JOB SITE AND FAMILIARIZE HIMSELF NTH ALL CLIFTON PARK,NY 12065 ENCOUNTERED IN THE WORK.SHALL BE PROTECTED AT ALL TIMES.AND WHERE GONG! DNS AFFECTING THE PROPOSED WORK AND MAKE PROVISIONS AS TO THE REQUIRED FOR ME PROPER EXECUTION OF THE HONK,SHALL BE RELOGATED AS COST THEREOF CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF DIRECTED BY THE ENGINEER.EXTREME CAUTION SHOULD BE USED BY THE WITH ALL CONTRACT DOCUMENT$FIELD CONDITIONS AND DIMENSIONS AND CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO 3. ALL EXISTING INACTIVE SEWER,WATER GAS,ELECTRIC ® AND OTHER UTILITIES,WHICH PROCING WITH CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE INTERFERE W17H THE EXECUTION OF THE WORK,SHALL BE REMOVED AND OR CAPPED. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT IN E IWTRI 3 PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A THE EXECUTION OF THE WOO,SUBJECT TO THE APPROVAL OF THE ENGINEER DIAGRAMMATIC TUNE ONLY,UNLESS OTHERWISE NOTED.THE WORK SHALL INCLUDE 2 ANTENNA ORIENTATION 4., THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK SHALL BE GRADED FURNISHING MATERIALS.EQUIPMENT.APPURTENANCES.AND LABOR NECESSARY TO MHN.fINptT TO A UNIFORM SLOPE,FERTILIZED,SEEDED.AND COVERED NTH MULCH. EFFECT ALL INSTALLATONS AS INDCATED ON THE DRAWINGS 161GAl FsalnsaHrp Coneunanb C-2 4. DIMENSIONS SHOWN ARE TO FINISH SURFACES.UNLESS OTHERWISE NOTED.SPACING anu.n AmsHaan BNa.,Sane tot SOME 1'-Y S. CONTRACTOR CONTROL MINIMIZE DISTURBANCE TO EXISTING SITE WRING CONSTRUCTION. BETWEEN EQUIPMENT IS REWIRED CLEARANCE THEREFORE.IT IS CRITICAL TO FIELD �""'• 3tt0 EXISTING LIGHTNING ROD EROSION CONTROL MEASURES ff REQUIRED WRING CONSTRUCTIOV,SHALL BE W VERIFY DIMENSIONS SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT Plmne:(SIB)763-I- CONFORMANCE W1Ti THE STATE GUIDELINES AND ANY LOCAL REGULATIONS DOCUMENTS.EXISTING CONDITIONS AND/OR DESIGN INTENT,THE CONTRACTOR SHALL Fan (318)793-15H EXISTING BEACON/STROBE LICIT S. ALL RESTORATION ISSUES SHALL BE COMPLETED NEIGH 72 HOURS OF THE BE RESPONSIBLE FOR OBTAINING A CLARIFICATION MOM THE CARRIER'S AUTHORIZED ....momnleen PROPOSED(SS COMPLETION OF THE YANK ACTIVITY OR WITHIN A REASONABLE AMOUNT OF TIME AS REPRESENTATIVE OR THE ENGINEER PRIOR TO PROCEEDING YAM THE WORK- UNIT DIRECTED BY CONSTRUCTION MANAGER/ENGINEER 5. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY 7. CARE SHALL QU TAKEN TO RETAIN NATURAL GROWN AND PREVENT DAMAGE TO BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS.AND SUCH MODIFICATIONS EXISTING BEACON LIGHT(TIN) TREES WITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION AND SPECIFIED WOW SHALL BE INCLUDED AS PART OF THE WORK AREAS CAUSED BY EQUIPMENT AND MATERIALS ANY DAMAGE TO THIS NATURAL 6. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN GROWTH SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR WRITING AUTHORIZATION TO PRO®BEFORE STARTING WORK ON ANY ITEMS NOT PIPE TO PIPE CAMP SET B. ALL AREAS DISTURBED BY THE CONTRACTOR WITHOUT AUTHORIZATION SHALL BE CLEARLY DEFINED OR IDENTIFIED BY THE CONTACT DOCUMENTS (VALMONT SITE PRO P/N: RESTORED BY THE CONTRACTOR DCP12K OR EQUAL) 7. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL PRODUCTS OR (TYP OF 2) 9. IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN ITEMS NOTED AS'EXISTING WHICH ARE NOT FOUND TO BE IN THE FIELD. 1.25'a SON d0 NTERRUPTION IN SAID SERVICE,HE SOUL IMMEDIATELY COMMENCE WORK 7D B. CONTRACTOR SHALL SUPERVISE AND DIRECT ME WORK USING THE BEST GALVANIZED STEEL PIPE, RESTORE SERVICE AND MAY NOT CONTINUE HIS WORK OPERATION UNTIL SERVE:IS CONSTRUCTION SOUS AND ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE JO'LONG RESTORED• FOR CONSTRUCTION MEANS.METHODS,TECHNIQUES.SEQUENCES PROCEDURES,AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS PRO,ECT NUMBER OTHERWISE NOTED. COAX NOTES 9. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED 6478.27 NMC WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED NO. DATE ISSUE PRACTICE ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE EMITTING CABLE HOAX CABLE(TYP OF 1)TO BE 1-5/8-FXL-1873 BY COMSODPE(OR APPROVED DRAWINGS. 0 2/13/15 FOR COMMENT BRIDGE POST EQUAL). 10.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, 1 2/18/15 PER COMMENTS ADJACENT AREAS.AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY 2. COAX CABLE LENGTH FROM SHELTER PORT TO ANTENNAS IS 3D3. THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA 2 3/10/15 FOR CONSTRUCTION REOUIRFAHENTS �GPS MOUNTING DETAIL 1 CONTRACTOR M USE PROPER TORQUE WENCH WHEN INSTALLING AND TIGHTENING 3 CONNECTORS TO INSURE PROPER FIT. 1f.CONTRACTOR SHALL COORDINATE HIS WORK AND$CHEDUIE HIS ACTIVITIES AND 3 5/7/15 PER MUNI COMMENTS WORKING HOURS W ACCORDANCE WITH THE REQUIREMENTS OF TIE OWNER C-2 SCALE TUTS 4. ALL COAX CABLE SHALL BE MARKED WITHIN 24'OF THE END OF EACH CABLE WITH PROPOSED UGIT54)MRD 12.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK MITH THE WOW ON ANTENKA(TW OF 1) 2'WIDE VINYL TAPE THIS INCLUDES ALL JUMPERS AND YARN LINE COAX CABLE OF OTHERS AS IT MAY RELATE T1 RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK 13.CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE M PROTECT THE OWNER AND CARRIER STRUCTURAL NOTES: 14.INSTALL ALL EQUIPMENT AND ECI ICALL IN ACCORDANCE ERE MANUFACTURER'S RECOIdERDATQUS UNLESS SPECIFICALLY INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE 1. THE DEIGN AND CONSTRUCTION L TA ANTENNA SUPPORTS SHALL CONFORM TO AND ANTENNAS.'THE STANDARD FOR ANTENNA DE AND A STRUCTURES 15 MAKE NECESSARY PROVISIONSANTEICI PROTECT EXISTING ES.REPAIR EANY DAM, i AND ANTENNAS'THE ATE AND FEDERAL STATE BLINDING CODE,AND ALL OTTER OCCUR DURING CONS ANTENNA AND ANTENNA CABLES REPAIR ANY DAMAGE THAT APPLICABLE LOCAL.STATE AND FEDERAL CODES OCCURS DURING CONSTRUCTION. RELEASED BY GATE EXISTING ANTENNA(TYP) 2 REFER TO ANTENNA MOUNT STRUCTURAL ASSESSMENT REPORT PREPARED BY 16.REPAIR ALL EOSTINC SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY - TECTONIC ENGINEERING R SIIRVETNG CONSULTARI$P.G,MAROI 10,2015 MATCH AND BLEND 1VIM ADJACENT SURFACES. 3. REFER TO TOWER STRUCTURAL ANALYSIS REPORT BY CROWN CASTLE DATED 17.KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DEBRIS AND i JANUARY 28.2015. RUBBISH.EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE j� EXISTING GRID DISH OWNER SHALL BE REMOVED.LEAVE PREMISS IN CLEAN CONDITION AND FREE FROM EXISTING PANEL ANTENNA TO REMAIN \ 4. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE PAINT SPOTS DUST,OR SMUDGES OF ANY NATURE CONTRACTOR SHALL BE WITH ASM A123'ZINC HOT-DIP GALVANIZED COATINGS ON IRON AND STEEL RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. ANTENNA(TYP) V PRODUCTS.UNLESS OTHERWISE NOTED. ) . a A� 1L CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO V 5• ALL BOLTS ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN FABRICATION AND ERECTION OF ANY MATERIAL ANY UNUSUAL CONDITIONS SHALL BE ACCORDANCE WITH ASTM A153'ZINC-COATING(HOT-DIP)ON IRON AND STEEL REPORTED TO THE ATTENTION OF ME ENGINEER lFH1YR6ltlRSG FA yi 4 U6 HARDWARE%UNLESS OTHERWISE NOTED. S f( 19.CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND INSPECTIONS '6 8. ACAMAGED CORDANCE VGALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING INS AND PAY ALL REQUIRED FEE A780 Z 20.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A ALL ANTENNA MOUNTS SHALL FE INSTALLED WITH DOUBLE NUTS AND SHALL BE OR 2-A/10-BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE EXISTING DISH 1 INSTALLED W ACCORDANCE NTH MANUFACTURERS SPECIFICATIONS DUILDOIUT AREA DURING CONSTRUCTION. 'IRA ANTENNA(TYP) / 21.ALL BROCHURES OPERATING AND MAINTENANCE MANUALS CATALOGS SHOP • f IpP'i S DRAWINGS AND OTHER DOCUMENTATION SHALL BE TURNED OVER TO CARRIER AT COMPLETION OF CONSTRUCTION. pggq 22.COMPLETE,LOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER THE V qqq EXISTING TOWER ' DATE OF ACCEPTANCE BY CARRIER ANY WOFK MATERIALS.OR EQUIPMENT FOUND®.�`1s�a TO BE DEFECTIVE DURING THAT PERIOD SHALL BE CORRECTED DIMEDIAIELY UPON A. LIGHT.(TYP) -' WRITTEN NOTIFICATION AT NO ADDITIONAL COST TO CARRIER GRID DISH -ANTENNA AT 65' AGL 23 RIGGING OPERATORS SMALL). DONE IN ACORIER AN THE STATE AND FEDERAL COPIES OF THIS DOCUMFTU WITHOUT A A SAFETY REGUUTONS(OSHA).TECTONIC,CARRIER AND THE OWNER SHALL BE HEIR FACSIMILE OF THE SIGNATURE AND AN YS 4 HARMLESS IN THE EVENT HT E CONTRACTOR DOES NOT FOLLOW SUCH SAFETY ORIGINAL EMBOSSED SEAL OR ORIGINAL C-2 TUTS REGULATIONS STAMP IN BLUE OR RED INK OF THE V PROFESSIONAL ENGINEER OR LAND yLL - 2A CONTRACTOR SHALL PROVIDE ACCESS TO THE STE AND ASSIST THE RADIO SURVEYOR SHAD.NOT BE CONSIDERED EQUIPMENT VENDOR AND THE ANTENNA INSTALLATION CONTRACTOR AS THEY MAY VALID COPIES. EXISTING GUY WIRES(TYP) -- _ -i .q� _..._ REQUIRE. 0 1 2 3 EXISTING GRID DISH � .� - ORIGINAL 512E IN INCHES ANTENNA TO REMAIN + SITE INFORMATION (SEE DETAIL 4/C-2) CAPECOD 1 EXISTING GUYED TOWER EXISTING DISH ANTENNA TMUSMABSTN0002 XI REMAIN(TYP Di 2) _ . REMOVED J)DISH ANTENNA 749 OAK STREET EXISTING 3 ANTENNA U1 _ W BARNSTABLE, MA 02632 TO REMAIN(TYP OF 2) G BARNSTABLE COUNTY (SEE DETAIL 5/C-2) SHEET TITLEEXISTING GRADE ELEVATION, NOTES & DETAILS ELEVATION ; C-2 SCALE 1--30' $MEET NUMBER 5 DISH ANTENNAS AT 14' & 16' AGL• Cj-2 C-2 SCALE NTS u1�H�ouareo LighSpwrad LP +0802 ParkrUge Baalmrd Omnldiredional Antenna laro-sr Ii1f11O1B1O Reaten,VA 201e1 i Vertical Polarisation 0 NdBnm•EbwVwtO Fixed Electrical DownUlt ® Pratiminary Is— CROWN COMMUNICATION,NY INC. 3 CORPORATE PARK DRNE v1a ar.n lsro-tsn xlv 11ew+s•r _ SUITE 101 7ti010074 CLIFTON PARK,NY 12065 rlwaa. um 1 - ' mAL�-=TOLVST_+LLT: Ru.ssPl rsw r433 CIASFD C£LLF0.4475...-414TAN. �� aAremm .mraTscrlax I !i I ee 4 mm.nnOlw12110 om.•e'�..I san.+o+ahem,Nr ;++o Plwnc(SIB)>03-IB]O - Fes (31 B)>BJ-ISM ��.LotnNoergineerleq.aam I PROJECT NUMBER DRAWN BY 6478.27 NMC ] revmem ,� NO. DATE ISSUE . aor r!v 0 2/13/15 FOR COMMENT 2 EQUIPMENT CABINET DETAIL 1 2/1e/15 PER COMMENTS SCALE N75 2 3/10/15 FOR CONSTRUCnON 3 5/7/15 PER MUNI COMMENTS ANTENNA DETAIL C-3 SCALE NTS I RELEASED BY 114TE PROPOSED UGH7SWJARED GDwacr UR IR MAxuFAGnnER RmuI1TPMra(rs ® DOSRNG TOWER LEG COPIES OF THIS'DOCUAIENr'WRHOUT A .. .. FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL PROPOSED UgnSQ)AIED 4e' STAMP IN BLUE OR RED INK OF THE ANTENNA STAND-OFF YOUNr PROFESSIONAL ENGINEER OR LAND NNA STAND O/F1F1 S-�OD - .. SURVEYOR SWILL NOT BE CONSIDERED (lYP 6 1) - VALID COPIES. - 0 1 x r _ ORIGINAL SIZE IN INCHES _ SITE INFORMATION CAPECOD 1 TMUSMABSTN0002 749 OAK STREET W BARNSTABLE, MA 02632 BARNSTABLE COUNTY - sH=mWE DETAILS File: G:\Latham\Telco\6478 — CROWN\29 — Boston 3 L2 — 806638\Reference DOCs L-1873.pdf Ehmibg for invalid reference SHEET NUMBER ANTENNA MOUNTING DETAIL -J SCALE I•e 2 COAX DETAIL' A C-4 SCALE NTS / _- uiaHc ouareo Q OMNI ANTENNA(TYP) . CABLE TO • U/htSRaored(P ANTENNA WEATHERPROOFING 10T 10802 ParlWOya EL—rd Raeoa.VA 20181 JUMPER CABLE(TYP) I CROWN COM T7 MUNICA0N,NY INC. CCONNEC—ABLE iW (TYP) s CORPORATE PARK DRIVE ---- 9 ---- roes COAX LE O O CROUM ING SUITE 101 C CLAMP i t CLIFfON PART(,NY 1=065 / O q r TOEEQUIPMENTO SHELTER CABLE - ANTENNA TO EQUIPMENT - CABLE(TYP) _ GROUND CONDUCTOR GROUNDING KIT (TYP) 11CTfM0 FipNaadrq(%anvNtarM 3a fMaN Amarban fiAU.,SrM Tat lat„am.NY I=,10 ' ' Phena:(SUB)]BS-16T0 GROUNDING KIT INSTALLATION DIAGRAM ' { COAX CABLE GROUNDING DETAIL G-' SCALE.NTS G-1 SCALE:NTS OMNI ANTENNA(TYP) PROJECT NUMBER DRAWN BY s BELLEvOUE WASHER CITP) 6478.27 NMC S/S NUR(TYP) CONTRACTOR(TYP) NO. DATE ISSUE $ GROUNDING KIT(TYP) 0 2/13/15 FOR COMMENT S/S MT WASHER CM) 1• 1/8' 1/{' SEE DETAILS 1/G-1 h{/G-1) - 1 2/10/15 PER COMMENTS A MOL MIL MN. WC(ROUNDED CONNECTION (SEE DETAIL 5/G-1) 2 3/10/15 FOR CONSTRUCTION 3 5/7/15 PER MUM COMMENTS P 1/{'a{'a10'NEWTON NON-INSULATED 7/18'(DNA) GROUND BAR OR EQUAL(TYP) F LUG(TYP) o o o O (SEE DETAIL 3/G-1) n (SEE DETAIL 5/G-1) (TYP) TCO FF````��``''���``TT�� COPPER BI155 CIEAft HEAT SHRINK NOTE: 11)WETt TO BE USED AS O O O I O O O O O O ANTENNA CABLE(TYP) COMMa„GROUND AT TOP Buss BAR 1 s/s cur WASHER(m) LABEL ' O O O O O O O O (SEE DETAIL B/c-1) O O O O O O O O O O �"'�(TYP) s/s 90U(TYP) cLFAJR HFAr 9HRNN ELEASED'BY DATE 2'(TYP) NOTES,• R 1/{•a{'a20'(UNLESS 1.ALL HARDWARE 16--8 STAINLESS STEEL INCLUDING BELA"LLES: - OTHERWISE NOTED), COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING BGB(1/4'a4•a107 NEWTON NEWTON GROUND Z.FOR OROUN0 BOND TO STEEL ONLY:INSERT A DRAGON TOOTH INSULATED GROUND BAR BAR OR EQUAL(TYP) WASHER BETWEEN LUG AND STEEL.COAT ALL SURFACES WITH LOCATED AT BOTTOM OF TOWER = GROUND BUS BAR DETAIL KOPR-SHIELD. (SEE DETAIL 3/G-1) SCAM 3' S UG GROUND CONNECTION o 0 0 0 0 g SCALE:NTS I I GB I I � ' i I oISTING GROUND LEADS -1 OMNI ANTENNA(TYP) i i CADWETD(TYP) • 7/18 DIN TYPE fENAIE CONNECTOR(ANTENNA) �a CCID-SHRINK WEATHERPROOFING(TYP) "•JW�S.,- _ . 7/I6 DIN TYPE MALE CABLE CONNECTOR -- — - FACSIIMIILECOPIESFOFHfS THE SSIIIGGNATURE AND ANA EIDSTING ORIGINAL EMBOSSED SEAL OR ORIGINAL GROUND RING STAMP IN BLUE OR RED INK OF THE JAW CABLE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED 7/18 DIN TYPE MALE CABLE CONNECTOR VALID COPIES. MOUNTING SURFACE MOUNTING SURFACE INSULATED TOP GROUND BAR � HS1ffS 0 1 = ] 7/IS DIN TYPE FEMALE CABLE CONNECTOR 1. ALL GROUNDING CONDUCTORS SHALL BE 02 AM FASTEN INSULATOR + GREEN INSULATED UNLESS OTHERWISE NOTED. ORIGINAL 512E IN INCHES 97E INFORMATION RECO(TYP) NEWTON]OBl-{ NE CO(TYP) GROUNDING KIT(TYPE AS REQUIRED)1 CAP ECOD, COPPER BUS BAR COPPER BUS BAR LOCATE WITHIN 3'OF CABLE CONNECTION „ON-INSULATED MJNCOAgALCABIE GROUNDING RISER DIAGRAM BOTTOM GROUND BAR KI (ROUNONG 10T(TYPE AS REQUIRED) c-, TMUSMABSTN0002 "'SIT 1, . 749 OAK STREET S,G(PORT W BARNSTABLE, MA 02632 OROUNONG KIT(TYPE AS REQUIRED)GROUNDING PLATE FACE LOCATE WITHIN S OF CABLE CONNECTION BARNSTABLE COUNTY WALL OR PIP E PE Yro WALL PIPE MTC OF SHELTER 7/18 DIN TYPE FEMALE CABLE CONNECTOR SH BRACKET AS REQUIRED BRACKET AS REQUIRED E1fiERIOR INSULATED GROUND BAR NON-INSULATED GROUND BAR INTERIOR 7/16 DIN TYPE MALE CONNECTOR N GROUNDING DETAILS TOTE:- t TAKES NO RESPONSIBILITY OR LIABILITY FOR THE � 'COAXAL CABLE(LENGTH AS REQUIRED) EKISTNG GROUNDING SYSTEM USED TO GROUND THE PROPOSED INSTALLATION. 7/18 DIN TYPE MALE CABLE CONNECTOR ' 3 SECTIy ON UQUTSOUARED EQUIPMENT SECTOR(M.) SHEET NUMBER )ANTENNA CABLE SCHEMATIC C-1 SCALE:-NTS G-1