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35693-Z
Town of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/17/2012 No: 35190 Date: 1 / 11/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: conforms substantially to the Application for Building Permit heretofore OTHER 27245 MAIN RD CUTCHOGUE, Sec/Block/Lot: 109.-2-17.1 Filed Map No. Lot No. filed in this officed dated 11/12/2008 pursuant to which Building Permit No. 35693 dated 7/7/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: TELECOMMUNICATIONS FACILITY AS APPLIED FOR. (T-MOBILE) The certificate is issued to Cutch. Presbyterian Church (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35693 1/19/11 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEP~uRTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35693 Z Date JULY 7, 2010 Permission is hereby granted to: CUTCHOGUE PRESBYTERIAN CHURCH PO BOX 964 CUTCHOGUE,NY 11935 for : INSTALLATION OF A TELECOMMUNICATIONS FACILITY AS PER PLANNING BOARD APPROVAL AS APPLIED FOR. (T-MOBILE) at premises located at County Tax Map No. 473889 Section 109 pursuant to application dated NOVEMBER Building Inspector to expire on JANUARY 27245 MAIN RD CUTCHOGUE Block 0002 Lot NO. 017.001 12, 2008 and approved by the 7, 2012. Fee $ 750.00 Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Z 72LIT House No. Owner or Owners of Property: 7'~,~ Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Date. Old or Pre-existing Building: L// (check one) Street l~amlet Filed Map. Lot: Date of Permit. 7/7/] O Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: · (check one) Applicant Signature TelcI)honc (631) 765 1802 F;tx (631) 76.5-9502 ro.qer, dchert~town.so uthold, ny. us BI 'ILl)IN(; I)EPARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: T-Mobile Address: 27245 Main Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 35693 Section: 109 Block: 2 Lot: 17.001 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Uilicia Electric Corp License No: 5244-e SITE DETAILS Off, ce Use Only Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph I ~ Heat Service 3 ph I~ Hot Water Main Panel NC Condenser Sub Panel NC Blower Transformer Appliances Disconnect Switches Other Equipment: INVENTORY GFCI Recpt Single Recpt Range Recpt Dryer Recpt Twist Lock Ceiling Fixtures I'----lr~1[~ HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures I I CO Detectors Fluorescent Fixtun ~,1]~ Pumps Emergency Fixture Time Clocks Exit Fixtures [~[ TVSS 200a sub panel, 2- 50a branch circuts feeding cell equipment, inclubing bonding, Notes: Inspector Signature: Date: Jan 19 2011 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: . ~ . · TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INS~J~TION [ ~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI0N [ ]FIRERESlST411TCOIA'TRUCTI~ [ ]FIRERESlSTAI~rrI~IETRATION October 20, 2011 Mr. Paul Lapasota 3500 Sunrise Highway Suite D-203 Great River, NY 11739 Re: T-Mobile Communications Inc. New Equipment Shed and Antenna within Existing Steeple 27245 Main Road, Cutchogue, N.Y. 11935 T-Mobile Site No. LI- 13 -807-C WFC Project No. 07-7199 WILLIAM F. COLLINS, AIA William F. Collins, AIA Steven R. Saraniero, AIA Neff A. MacDonald, AIA Thomas R. Turkel, AIA Paul K. Gartelmann, AIA Dear Mr. Lapasota, William F. Collins AIA, Architects, LLP (WFC) visited the above referenced site on February 17, 2011 to conduct a final review of the recently completed work relating to the antenna and equipment installation project drawings prepared by our office, issued on June 29, 2010 for the captioned T-Mobile Cellular Communications Facility. WFC inspected all visually verifiable work for the above referenced project and documentation provided by the contractor for the newly installed footings and find it to be in accordance with the building plans and NYS building code. Regards, Ne'l A. MacDonald, AIA Partner cc: P. LaPasota, T-Mobile G. DeMarino, WFC TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork.net/Southold/ PERMIT NO. BUILDING PERMIT APPLICATION CI IECKI,IS F Do you have or need the following, belbre appb, mg? Board of I lealth 4 sets of Building Plans Planning Board approval __ _ _ Check · Septic Form N.Y.S.D.E.C. Contact: Mail to:~t~to Phone: 3516) APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS Noveaber 12 , 20 08 a. This application MUST be completely filled iu by type'ariter or iu ink and subrnitted to the Buildiug Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b, Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced belYre issuance of Building Permit. d. Upon approval of this application, the Building Inspector vail issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the v, ork. e. No building shall be occupied or used in whole or in part tbr any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. fi Evc~ building permit shall expire if the work authorized has not commenced 'Mthin 12 mouths alter the date of issuance or has not been completed within 18 montbs from such date. If uo zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writiog, the extension of the permit Ibr an addition six months. Thereafter, a new pemfit shall be required. APPLICATION IS ttEREBY MADE to the Building Department tbr the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws. Ordinances or Regulations, for the construction of buildings, additions, or aherations or lbr rernoval or demolition as herein described. The applicant agrees 1o comply with all applicable laws, ordinances, building code, honsing code. and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.m~x~,on,~ D~me: Denise ¥ivino Title: Real Estate & Zoning Hanager 3500 Sunrise ltigh~aay~ Suite I)203, Great River~ NY l~J30 (Mailing address of applicant) State whether applicant is o;vner, lessee, agent, architect, engineer, gcneral contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant ia .. corporatk~n, signature of cluly authorized officer (Name a~d title of corp~rate~'~ficer) Bi*me: Denise Vivino Title: Real gstate & Zoning Dlana~er Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: 272~.5 Nain Road C~tchogue, ~ 11935 House Number Street County Tax Map No. 1000 Section Subdivision (Name) I lamlet Block ~2 Filed Map No. Lo~ 2. State existing use and occupancy of premises and intended usc and occupancy of proposed construction: a. Existing usc and occupancy ~ b. Intended use and occupancy existtnz uae an~ a public utility vtr~less co~dcation iaclltty ~s depicted on ~ie site plans attached hereto and Incorporated herewith. 3. Nature of work (check which applicable): New Building_ Repair_ · Removal. x Demolition 4. Estimated Cost 5. lfdwelling, number of dwelling units If garage, number of cars Addition. Other Work Fee Alteration_ x _ (Description) (To be paid on filing this application) Number of dwelling units on each See site plams attached 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. hereto ~md incorporated See site plans attached hereto and incorporated 7. Dimensions ofcxisting structures, if any: Front Rear here~_~. _Depth Height. 65 ieet Number of Stories Dimensions of same structure with alterations or additions: Front ,o ck.,,~ Rear Depth Xo c~.-~e Height. Number~f Stories 8. Dimensions of entire new construction: Front Rear Depth Height 6s' Number of Stories See survey attached hereto and incorporated he~e~t~ 9. Size of lot: Front Rear I 0. Date of Purchase October 22, 198~. Name of Former Owner Karl Wolff I I. Zone or use district in which premises are situated 12. Does proposed construction violate an>' zoning law. ordinance or regulation? YES__ NO x 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO X The Presbyterian ..O!~rch .oz' Society 27245 Nain Road 14. Narnes of Owner ol prem~ses~ Address V~,,-,-h,,~_ ,,,_ ~W Phone No. (631) 734-5&-.54 Name of Architect Address Phone No Narne of Contractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES NO x * IF YES. SOUTIIOLD'gOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YE, S, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. At~ched hereto and incorporated het"e~lth. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Con, retentions, In~. Denise Vivino ~ on belml£ of O~nipoint being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named. (S)Ile is the l~ssee (Contractor. Agent. Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best or' his knowledge and belief: and that the work will be pertbrmcd in thc manner set forth in thc application filed therewith. Sv, om to before ?e this _ IL~ da> of i'4 0_~ [06[_ :0_0 rf NotaD, Public Signature of Applicant Diana Marie Ruhe Qualified In Suffolk County No, 01RU6154197 My Comn~ss~n F..~res 10~23~20_.~ FOR INTERNAL USE ONLy ,SITE PLAN USE DETERMINATION Initial Determination Date: ..~/ /O/ ? ,,~;. Date Sent: .,~ Project Name: ~ fAz~~_, Project Address: ,,~?,~ ~- ~ o~..; ~-¢~-'4 ~_ Suffolk County Tax Map No.:lO00- //O~ - ,.2 /~../Zoning District:_ (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted,) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is require~_ _)/~'//- ~.-,~ (~ignature of Building Inspector Planning Department (P.D.) Referral: P,D. Date Received: / / Date of Comment: / Comments: Final Determination Date: / / Decision: Signature of Planning Dept. Staff Reviewer Signature of Building Inspector PLANNING BOARD MEMBERS MARTIN II. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 To: From: Date: Re: MEMORANDUM Michael Verity, Principal Building Inspector Heather Lanza, Planning Director APR 1 3 2009 BI.DO. TOWN OF SOUTHOLD April 13, 2009 Planning Report - Wireless Facilities Building Permit Application Omnipoint Communications at Presbyterian Church, Cutchogue. 1000-109-2-17.1 The Planning Department has reviewed the application referenced above. This application is for a new wireless facility on a property located in the R-40 zoning district. Pursuant to new Southold Town Code Article XVI1 enacted in February, 2009, §280-70 states that any new proposed wireless facility located in a zone other than LI, LIO, B, HB, MI, or MII requires Special Exception approval by the Planning Board, as well as site plan approval. Please also accept this report as a response to the Site Plan Use Determination form. Please contact me with any questions. Thank you. TO: FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 16, 2009 Cutchogue Presbyterian Church C/O Omnipoint Communications, Inc. 3500 Sunrise Hwy., Ste. D203 Great River, NY 11530 Please take notice that your application dated February 25, 2009: For permit to install wireless communication facility: Location of property: 27245 Route 25 Cutchogue, NY County Tax Map No. 1000 - Section 109 Block 2 Lot 17.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XVII Section 280-70(E) which states "any new proposed wireless facility located in a zone other than LI, LIO, B, HB, MI or MII requires Special Exception approval as well as site plan approval from the Planning Board." Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WIT.T.T~M J. CRF_~RS KENNETH L EDW~S DONALD J. WILCENSKI JOSEPH L. TOV~SEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD I~LING ~DDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 '/85-3136 June 15,2010 Gregory R. Alvarez, Esq. c/o Amato & Associates 666 Old Country Rd., Suite 901 Garden City, NY 11530 Re: Approval: Site Plan for T-Mobile Northeast, LLC at the Cutchogue Presbyterian Church Located at 27245 Main Road, on the n/e corner of Main Road and Highland Road, in Cutchogue SCTM#1000-109-2-17.1 Zoning District: R-40 - Dear Mr. Alvarez: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, June 14, 2010: WHEREAS, the request is for interior mounted antennae within an existing church steeple, including a related storage equipment area screened from view. As part of the application, the applicant proposes to remove and replace a portion of an existing church steeple to match the existing church building on a 0.91-acre site located in the R-40 Zoning District; and WHEREAS, an application for a Special Exception & Site Plan Approval for a public utility wireless communication facility was submitted for review on August 21, 2009, including a site plan prepared by Neil Alexander MacDonald, dated October 8, 2008; and WHEREAS, on October 5, 2009, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, the submission by the applicant has been reviewed and corroborated with an independent technical consultant retained by the Town to assist in the review process; and T-Mobile at Cutchogue Presbyterian Page Two June 151 2010 WHEREAS, on October 7, 2009, the Southold Town Planning Board distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, NYS Department of Transportation, & the Cutchogue Fire Commissioners; and WHEREAS, the comments from those agencies referenced above and by the independent radio frequency engineer retained by the Town were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on October 7, 2009, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the Suffolk County Planning Commission; and WHEREAS, on November 23, 2009, comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on January 11, 2010, a public hearing was held and closed; and WHEREAS, on April 13, 2010, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on May 27, 2010, the Town of Southold LWRP Coordinator reviewed the above-referenced project and had recommended the proposed project to be con,~istent with Southold Town LWRP policies; and WHEREAS, on June 8, 2010, the Southold Town Building Inspector reviewed the plan and certified that the proposed action is a permitted use in this Residential 40 Zoning District; and WHEREAS, on June 8, 2010, the General Requirements in 280-70 were met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that the action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants Approval, and authorizes the Chairman to endorse the site plan entitled "T-Mobile Northeast, LLC", prepared by Neil Alexander MacDonald, R.A., dated October 8, 2008, and last revised June 9, 2010, and including the following eight plans: T-Mobile at Cutcho,que Presbyterian PaRe Three June 15,2010 1. T-1 Title Sheet 2. SP-01 Vicinity Plan 3. SP-02 Site Plan 4. SP-03 Equipment Plan 5. SP-04 NW & SE Elevations 6. SP-05 NE & SW Elevations 7. SP-06 Site Details 8. SP-07 Acoustic System Plan Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative, must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Martin H. Sidor Chairman Encl. CC; Town Engineer w/map Building Dept. w/map PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI Janua~ 10,2012 PLANNING BOARD OFFICE TOWN OFSOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Gregory R. Alvarez, Esq. Amato & Associates, P.C. 666 Old Country Road, Suite 901 Garden City, NY 11530 Re: Site Plan for T-Mobile Northeast, LLC @ Cutchogue Presbyterian Church Located at 27245 NYS Rt. 25, Cutchogue SCTM#1000-109.-2-17.1 Zoning District: R-40 Dear Mr. Alvarez: The Planning Board, at their January 9, 2012 Work Session, determined the above- referenced site to be in conformance with the approved site plan, dated June 9, 2010, based on the observations made via site inspection conducted December 1,2011. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman CC: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector¥ Jamie Richter, Town Engineer .05-18-10;15:12 15162276367 ; # I/ 2 2 6 7 ~Bi#I4cl #1 SuffOlk County.., TOWN OWNER FORMER ~VN EI~. .... RES. SEAS. LAND IMP. OF SOUTHOLD PROPERTY RECORD CARD a-REar 7~7 ~q.5 S // o o VL. TOTAL FARM DATE cOMM. CB. MICS. Mkt. Value REMARKS ~ - //-/' I VILLAGE DIST~ SUB. LOT J E ACR. W x TYPE OF BUILDING AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland Meadowland House Plot Total FRONTAGE ON ROAD DEPTH BULKHEAD DOCK Exter~sion Extension Extension Porch Porch Breezeway Garage Patio Oo Total COLOR Both Floors 'Fire Place ~ Heat Interior Finish iExt. Walls TRIM [Type Roof Rooms Ist Floor Recreation Room Rooms 2nd Floor Dormer Driveway Dinette LR. DR. BR. FIN. Page Iofl Bunch, Connie From: Kalin, Carol Sent: Thursday, September 01,2011 2:40 PM To: Bunch, Connie Subject: RE: Presbytarian Church T-Mobile Tower It's Final, Pending Final Inspection. From: Bunch, Connie Sent: Thursday, September 01, 2011 2:38 PM To: Kalin, Carol -.Subject: Presbytarian Church T-Hobile Tower Did 109-2-17.1 for the Tower ever get final Planning approval? Connie 9/I/2011 09-03-10;13:30 ; ~9¢0754 ; # 2/ 2 I~QUE81'ED BY: ~mpany Name: ~lame: .Ioem~ No.: Phone No.: TOWN OF 80UT~OLD APPL~TION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: ("Indicates required information) "Name: . *C~ss Street: Permit No.: Tax Map DIMrk~ · 05-18-10;I5:12 ; Tm Hal~ P.O. ~ 1179 ..,%udmld, NY 11971-0~59 15162276357 # 21 BUILD~G Dl/~ TOWN OF I~O[l'I~OT.n APPLICATION FOR ELECTRICAL INSPECTION F{EQUESTED BY: Company Name: Name: License. No.: No.: JOBSITE iNFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.- Permit No.: Tax Map DisM~ The Presbyterian Church of Cutchogue 27245 MainRoad~ Cutchoque, NY 11935 Hiohland Road 631'-765-$454 Lot: 2 5 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (PleaSe Cimle All That Apply) *Is job ready for i~ ,Do you need a Tamp Celtlflcat.e: Temp Ittfommtion (If needed}. *Service SEe: 1 Pha~e 3Phase *New Service: Re-connect Additional InfOrmation: 82-Request for Inspection Form YES I NO Rough In YES I NO Final 100 150 200 300 350 400 Olher Underground NUmberofMeters Changeo~Sen~ce Overhead PAYMENT DUE WITH APPLICATION nformatlorl. PAYMENT DUE WITHAPPLIOA,~N '''' ~L0~69 'FOW~T OF ~T.n~ AMATO & ASSOCIATES, P.C. COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9th Floor GARDEN CITY, NEW YORK 11530 TEL: (516) 22?-6363 FAX: (516) 227-6367 VIA FEDERAL EXPRESS Building Department Town of Southold 53085 Main Road Southold, NY 11971 April 22 APR 2 3 2009 BLDG. DEPT. TOWN OF SOUTNOLD Re: Omnipoint Communications, Inc.'s Building Permit Application (the "Application") to the Town of Southold (the "Town") in connection with the proposed public utility communication facility to be located at 27245 Main Road, Cutchogue, New York, District: 1000, Section: 109, Block: 2, Lot: 17.1 (the "Property") Omnipoint Site Re[: LI- 13-807-C/Presbyterian Church/Our File No.: 103-400 Dear Sir/Madam: Our office has been inlbrmed that the Town Building Department denied the above- referenced Application and issued a Notice of Disapproval. Therefore, attached is a check, payable to the Town, in the amount of $50.00, representing the [own s Notice of Disapproval fee. Kindly lbrward the Notice of Disapproval to our office at your earliest conveniencc. Should you have any questions, please feel free to contact us. Thank you. Very truly yours, Gregory R. Alvarez Encl. CC~ Tim Fincham (via email, w/o encl.) lan Rasmussen (via email, w/o encl.) AMATO & ASSOCIATES, P.C. COUNSELORS AT LAW 666 OLI) COUNTRY ROAD 9TH FLOOR GARDEN CITY, NEW YORK 11530 TEL: (516) 22%6363 FAX: (516) 227-6367 VIA FEDERAL EXPRESS Building Department Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 February4,20/0 Re: T-Mobile Northeast LLC f/k/a Omnipoint Communications, Inc.'s ("T-Mobile") Application ("Application") to the Town of Southold (the "Town") Planning in connection with the proposed public utility communication facility (the "Communication Facility") to be located at 27245 Main Road, Cutchogue, New York, District: 1000, Section: 109, Block: 2, Lot: 17.1 (the "Property") T-Mobile Site Ref.: LI- 13 -807-C/Presbyterian Cfiurch/Our File No.: 103 -400 Dear Sir or Madam: As directed by Kristy Winser in the Town Planning Department, and in support of the Application, enclosed are four (4) sets of Zoning Drawings, revised to reflect the updated equipment compound configuration. Should you have any questions, please feel free to contact us. Thank you. Encls. CCl Kristy Winser (via email, w/o encls.) Tim Fincham (via email, w/o encls.) Howard Leger (via email, w/o encls.) Isabella Mancini (via email, w/o encls.) Very truly yours, Gregory R. Alvarez FEB - 5 2010 BLDG. DEPt. TOWN OF SOUTHOLD 07/02/2010 FRI 10:51 FAX ~001/001 ,:~ h-<ik,=l N~,I !'?'3,:=, JUL - 2 2010 BLDG· DEPT. TOWN OF 20UTHOLD 405 LEXINGTON AVE CHRYSLER BLDG, 26TH FLR NEW YORK, NY 10171 TEL: (212) 48~ FAX: (212) 48~6001 VIA HAND DELIVERY Building Department Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Attn.: Michael J. Verity ANLATO & ASSOCIATES, P.C. COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR GARDEN CITY, NEW YORK 11530 TEL: (516) 227-6363 FAX: (516) 227~367 ne 16, 2010 402 MAIN ST. SUITE 204 METUCHEN, NJ 058~0 TEL: (732) 217-1511 Re: T-Mobile Northeast LLC f/k/a Omnipoint Communications, lnc.'s ("T-Mobile") Building Permit Application ("Application") to the Town of Southold (the "Town") in connection with the proposed public utility communication facility (the "Communication Facility") to be located at 27245 Main Road, Cutchogue, New York. District: 1000, Section: 109, Block: 2, Lot: 17.1 T-Mobile Site Ref.: Ll-13-807-C/Presbvterian Church/Our File No.: 103-400 Dear Mr. Verity: In support of T-Mobile's Application, enclosed are the following materials for submission to the Town's Building Department: [~,'~ 4~) 7Planning Board Resolutions; Four (4) sets of Construction Drawings (to be submitled under separate cover); 4. One (l) Property. Survey: 5. /~Application tbr Stormwater Runoff; /(~' Certificates of Insurance from contractor(s) (to be submitted under separate cover); C.,74. -- Licenses from contractor(s) (to be submitted under separate cover); and 8. Electrical application. Provided everything is in proper order, we respectfully request that the Building Permit for the Communication Facility be issued at your earliest convenience. We understand that fees are required for both the Building Permit and tbr the Electrical work to be performed. Please advise us of the amounts of same so that T-Mobile may provide checks for both. Encls. CC: Should you have any questions, please feel free to contact us. Thank you. Very trt"Y Y°t'rL ~'~ ~ Gregory ff. Alvarez Tim Fincham (via email, w/o encls.) Wayne Smith (via email, w/o encls.) Gina Jacobellis (via email, w/o encls.) 405 LEXINGTON AVE CHRYSLER BLDG, 26Tn FLR NEW YORK, NY 10174 TEL: (212) ~ FAX: (212) 48.~6001 VIA HAND DELIVER}' Building Department Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Attn.: Michael J. Verity AMATO & ASSOCIATES, P.C. COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR GARDEN CITY, NEW YORK IIS30 TEL: (SI6) 227-6363 FAX: (516) 227-6367 June 30, 2010 402 MAIN ST. SUITE METUCHEN, NJ 08840 TEL: (?32) 317-1511 Re: T-Mobile Northeast LLC ffk/a Omnipoint Communications, lnc.'s ("T-Mobile") Building Permit Application ("Application") to the Town of Southold (the "Town") in connection with the proposed public utility communication facility (the "Communication Facility") to be located at 27245 Main Road, Cutchogue, New York, District: 1000, Section: !09. Block: 2, Lot: 17.1 T-Mobile Site Ref.: LI- 13-807-C/Presbyterian Church/Our File No.: 103-400 [)car IVlr. Verit): In support ofT-Mobile's Application, and tbllowing up on our initial submission on June 16, 2010, enclosed are the Ibllowing ~naterials lbr tiling with the Town's Building Department: 2. 3. 4. 5. Four (4) sets of Construction Drawings; Certificate of Workers Compensation Insurance; Certificate of Liability Insurance; Certificale of Disability Insurance; and License from electtical contractor(s). We believe that the Application is now complete. Provided everything is in proper order, ~e respectfully request that the Building Permit for the Communication FaciliD, be issued at your earliest convenience. We understand that tees are required lbr both the Building Permit and tbr the Electrical work to be performed. P}ease advise us of the amounts of same so that T-Mobile may provide checks lbr both. Should you have any questions, please feel free to contact us. I'hank you. hncls. Ve , , .' / ~ .~, 20~0 ~ayne Smith (~ia emad, ~/o Gina Jacobellis (via email, w/o e~cls.) L TOWN OF SO[/THOLD CS Civil Solutions Incorporated 54 SMITH STREET, GLEN HEAD, NY 11545-1202 TELEPHONE 516.972.6431 * FAX 516.759.0917 July 30, 2010 Building Department Town of Southold Att: Mr. Michael Verity PO Box1179 Southold, NY 11971 RE: T-MOBILE NORTHEAST LLC f/Ida OMNIPOINT COMMICATIONS INC.'S BUILDING PERMIT APPLICATION IN CONNECTION WITH THE PROPOSED PUBLIC UTILITY COMMUNICATIONS FACILITY AT 27245 MAIN ROAD, CUTCHOGUE, NY, DISTRICT: 1000, SECTION: 109, BLOCK: 2, LOT17.1 (Site LI13-807C) Dear Mr. Verity, As per our discussion today I have enclosed a check in the amount of $835.00 payable to the Town of Southold as payment in full for the Building Permit for the wireless facility at the location noted above, Please send the documents to my attention at the address in the letterhead above. I have enclosed a prepaid, self-addressed envelope for your use. Please feel free to call me if you have any questions or require any additional information. W~yne.Sm/th AU$ - 2 2010 BI DG. 0EPT. TOV:N OF SOUfHOLO To~u ! Iai] 1373 Mai, Road P.(). Box 117!) Soull~old. NY 1197 I-0!t59 BI !II,I)IN(; I)I~]'AI~,TMENT TOWN OF SOUTHOLD Telephone (631) 763-1802 Fax (631) 76,3-9,302. March 1, 2011 Amato & Associates, PC 666 Old Country Road, 9th Floor Garden City, NY 11530 RE: T-Mobile Northeast LLC at Cutchogue Presbytarian Church, 27245 Main Road, Cutchogue TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: %, __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~ A fee of $50.00. __ Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. Building Permit: 35693-Z telecommunications facility Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971 0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 August12,2011 BUILDING DEPARTMENT TOWN OFSOUTHOLD Omnipoint Communications Attn: Denise Vivino 3500 Sunrise Hwy, Suite D203 Great River, NY 11530 TO WHOM IT MAY CONCERN: Re: T-Mobile Northeast LLC @ Cutchogue Presbytarian, 27245 Main Rd, Cutchogue, NY The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35693 - Telecommunications Facility Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765 1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD September 9, 2011 Site Solutions Inc PO Box 6194 North Babylon, NY 11703 RE: 27245 Main Road, Cutchogue, Cutchogue Presbytarian Church for T-Mobile NOTE: See enclosed copy of inspection ticket dated 11115/10 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00 __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35693-Z T-Mobile Telecommunications Facility STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name & Address of Insured (Use street address only) T-Mobile USA Inc. 12920 8E 38 h Street Bellevue, WA 98006 Work Location of Insured (Only requlred if coverage ts specifically Ilmtted to certain locations In New York State, ~e., a Wrap-Up Policy) Site #LI13807C lb. Business Telephone Number of Insured n-800-318-9270 lc. NYS Unemployment Insurance Employer Registration Number of Insured 05-658589 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) Town of Southold PO Box 1179 Southold, NY 11971 Id. Federal Employer Identification Number of Insured or Social Security Number 91-~983600 3a. Name oflnsnrance Carrier Fidelity and Guaranty Insurance ¢ornpany 3b. Policy Number of entity listed In box "la" D00$W004'I2 3c. Policy effective period 05]0tl2010 to 0510112011 3d. The Proprietor, Partners or Executive Officers are ~ included. (Onlycheckboxifallpartners/officersincluded) [] all excluded or certain partners/officers excluded. This certitiea that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the Now York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "2". The Insurance Carrier will also notify the above certificate holder within 10 days IFa policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwize, tills Certificate Is valid for one year after lids form is approved by tke Insurance carrier or its licensed agent, or until the pollcy expiration date listed In box "$c", ~ltlchever is earlier: Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, If the business continues to be named on a p*rmit, license or contract Issued by a certificate holder, the business most provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penally of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Approved by: ~~~r licen,ed agent of insurance cattier) ~r v..~.~ ~-~,- ~-~,~r . 06/17/2010 ~(Si~maturo) ~1~ {Date) Title: Pr0sident Telephone Number of authorized representative or licensed agent of insurance carrier: (800) 878-2660 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. lnserance brokers are NO?' authorized to issue it. C-105.2 (9-07) www.wcb.statc.ny, us Workers' Compensation Law Segtion 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chaplet, and notwithstanding any general or spanial statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, thai comp¢.':.t::!ion for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head cfa stat~ or municipal depanmant, board, commission or office authorized or required by law to enter into any contract for or in connexion with any work involving the employment of employees in n hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proofdaly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C- 105.2 (9-07) Reverse I DATE [MM/DD/YYYY) ACkT)R2~'~ CERTIFICATE OF LIABILITY INSURANCE 06/17/2010 PRODUCER ADh Risk Insurance Services West, Inc. FHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Seattle WA offi ce kND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 1420 Fi fth Avenue CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE Suite 1200 COVERAGE AFFORDED BY THE POLICIES BELOW. seattle WA 98101-4030 USA INSURERS AFFORDING COVERAGE NAIC # P.ONZ-~206) 749-4800 ~Ax ~206~ 749-4860 l~SU~Zo INSU~RA: Fidelity & Guaranty Zns CO 35386 T-Nobile USA, Inc. its Subsidiaries and Affiliates [NSU~RB: National Union Fire Ins Co of Pittsburgh 19445 12920 SE 38th Street mSURBRC: Discover Property & casualty Ins Co 36463 Bellevue WA 98006 USA INSU~RD: Fidelity & Guaranty Ins U/W 25879 INSU~ERE: united States Fidelity & Guaranty co. 25887 COVERAGES SIR applies per terms and conditions of the polio 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 INSUIL~NCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAiMS. LIMITS SHOWN ARE AS REQUESTFE )ATEfMM/DD/YYYY DATE~MM/DD/YYY'~ B ~1~ EILSL LIABILITY 3L226462g 05/01/2010 05/01/2011 EACH OCCURI~ENCE $1,000,00C X COMMERCIAL GENERAL LtkBI LI'I~ DAMAGE TO RENTED $1 ~ 000,000 -- GENERAL AGGREGATE $2,000,oo0 I I F~OCCUR [] CLAIMS MADE AGGREGATE SS ,000,000 E 2~UNTiCI ID[;E ooo3woo4 z os,o , o o × csT^ l io .. Re: Site ~umber: LI13807¢ site Name: Presbyterian Church site Address: 27245 ~ain Road, Cutchogue, NY 11935 Town of $outhold is an Additional Insured for General Liability solely as respect to operations of the Named ~ Insured at the above location if required by contract. ~ CERTIFICATETown of HOLDERsouthold CANCELLATION ~'~ i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Po BOX ~.~.Tg DATE THEREOF, THE ISSUING INSURER WILL ENDEAVORTO MAIL ACORD 25 (2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved~l The ACORD name and logo are registered marks of ACORD Attachment to ACORD Certificate for T-Mobne us^, znc. The terms, conditions and provisions noted below are hereby attached to the captioned certificate as additional description o£the coverage afforded by the insurer(s). This attachment does not contain all terms, conditions, coverages or exclusions contained in the policy. ADDITIONAL POLICIES INSURER iNSURER iNSURER iNSURER iNSURER Ifa policy below does not include limit information, refer to the corresponding policy on the ACORD certificate form for policy limits. INSR ADD'L POLICY NUMBER POLICY POLICY LTR [NSRD TYPE OF INSURANCE POLICY DESCRIPTION EFFECTIVE EXPIRATION LIMITS DATE DATE D003W00411 05/01/201( 05/01/2011 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Ce~ificate No: 570039222012 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured (Use street address only) T-MOBILE USA, INC. 12920 SE 38TM STREET BELLEVUE, WA 98006-7305 Site #LI13807C 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) 1 b. Business Telephone Number of Insured 425-378-5125 lc. NYS Unemployment Insurance Employer Registration Number of Insured 0565858 1 d. Federal Employer Identification Number of Insured or Social Security Number 91-1983600 3a. Name of Insurance Carrier The Hartford Life Insurance Company Town of Southold PO Box 1179 Southold, NY 11971 3b. Policy Number of entity listed in box "1 a": LNY 605822 3c. Policy effective period: 01/01/2010 to 12/31/2010 4. Policy covers: a. X All of the employer's employees eligible under the New York Disability Benefits Law b. [] Only the following class or classes of the employer's employees: Under penalty of perjury, l certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 0611712010 By . (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier Telephone Number~ (800) 454-7020_ Title Manager IMPORTANT: Ifb~x"4a~'isch~ck~d~andthisf~rmissignedbytheinsurancecarrier~sauth~rizedrepresentatlve~rNYSLicensedInsuran¢¢Agent~fthat carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If box "4b' is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of/he Disability Benefits Law. It must be mailed for completion to the Workers' Compensation Board, DB Plans Acceptance Unit, 20 Park Street, Albany, New York 12207. PART 2. To be completed by NYS Workers' Compensation Board (Only if box "4b" of Part 1 has been checked State Of New York Workers' Compensation Board According to infommtion maintained by the NYS Workers~ Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees, Date Signed By (Signature of NYS Workers' Compensation Board Employee) Telephone Number Title ~_/eare Nat'eo. Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. DB-120.1 (5-06) Additional Instructions for Form DB- 120.1 By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box "la" for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate oflnsurance to the entity listed as the certificate holder in box "2". ThisCeriVflcale/xva/idfartbeear/ierafaae~veara~qerth/s ~rorm ~ appravedb~v the imarance carrier aria//cemedage#~, o~ thepalicW e.r~iralia# date l~ledin box "~c': Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work invoiving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06) Reverse This certifies that the bearer is duly licensed by the County of Suffolk SUFFOLK COUNTY EXECUTIVE'S OFFICE OF CONSUMER AFFAIRS MASTER ELECTRICIAN CHARLES M DWYER CHARLES M DWYER INC 4278-ME 10/01/1992 10/01/2010 APPROVED AS NOTED DATE'~BP ~ ~ 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TVVO REQUIRED FOR POURED CONCRETE 2. ROUGH- FRAMING, PLUMBING. STRAPPING, ELECTRICAL 8, CAULKING 3. INSULATION 4 FINAL. CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF FLY.S. ~ OCCUPANCYOR USEISUNLAWFUl. WITHOUTCERTIFICATE OFOCCUPANCY Owner / Lessee: T-Mobile Northeast LLC WFC Project #: 07-7199 Project Title: Cellular Communications Equipment Site No. L1-13-807-C Project Location: 27245 Main Rd, Cutchogue, NY 11935 Registered Design Professional (RDP): William F. Collins, AIA Architects, LLP, 12-1 Technology Drive, Setauket, New York 11733 Name of Person Completing Statement: Nell A. MacDonald, AIA Partner Phone: 631-689-8450 Registered Design Professional Signature and Seal: INSPECTIONS AND TE (Continuous & Periodic is as defined by the BCNYS) BCNYS REFERENCE SPECIFICATION REFERENCE AND CLARIFYING NOTES~ COMMENTARY/NOTES: A. Inspection of Fabricators 1. Structural Steel 2. Steel Joists 3. Precast Concrete 4. Wood Construction B. Steel Construction 1. Material verification of high-strength bolts, nuts, and washers: a. Identification markings conform to ASTM standards specified in the approved construction documents b. Manufacturer's certificate 1704.2 1704.2.1 1704.2.2 1704.2, 1704.3, Table 1704.3 1704.2 1704.2, 1704.4, Table 1704.4 1704.6 1704.3 Table 1704.3 Review qualifications of fabricators and verify accreditations. Perform in- plant review where required, or Includes submittal review and field verification. Page 1 of 8 SPECIFICATION INSPECTIONS AND TEST~' ~ _~ ~ (Continuous & Periodic is Z ~ BCNYS ~ REFERENCE AND -- CLARIFYING NOTES1 COMMENTARY/NOTES2 0 ~ ~'~ 2. Inspection of high-strength Table 1704.3, [] Field inspection bolting: 1704.3.3 a. Bearing type connection X [] b. Slip critical type X [] connection 3. Material verification of Table 1704.3 [] structural steel: a. Identification of markings X [] Field inspection. Assure conformance to ASTM standards specified in the approved documents. b. Certified mill test reports X [] Review each submittal. 4. Material verification of X Table 1704.3 [] Includes (a) review of weld filler materials manufacturer's certificate of compliance and (b) field verification of identification markings to AWS specification. 5. Structural steel welding: Table 1704.3 [] Shop and field inspection. 1704.3.1 Non-destructive testing requirements and frequencies as specified in the contract documents. a. Complete and partial X [] penetration groove welds. b. Multi-pass fillet welds X [] c. Single pass fillet welds X [] >5/16" d. Single pass fillet welds < X [] 5/16", floor and deck welds e. Floor and deck welds X [] 6. Reinforcing steel welding: . Table 1704.3, [] Shop and field inspections. 1704.3.1 a. Verification of weldability X [] of steel other than ASTM A706 b. Reinforcing steel-resisting X [] flexural and axial forces c. Shear reinforcement X [] d. Other reinforcing steel X [] 7. Inspection of steel frame 1704.3.2, Field inspection. joint details for compliance Table 1704.3 with approved construction documents: Page 2 of 8 SPECIFICATION INSPECTIONS AND TESTS ~ ~ ~. (Continuous & Periodic is~-~©~ REFERENcEBCNYS ~ ~ CLARIFYINGREFERENCE AND NOTES~ COMMENTARY/NOTESz as defined by the BCNYS) ~ ,,~ a. Details such as bracing and X [] stiffening. b. Member locations X [] c. Application of joint details X [] at each connection. 8. Verification of welder X 2208.I [] qualification/certification and welding procedures. C. Concrete Construction 1704.4 1. Inspection of reinforcing X Table 1704.4 [] Field inspection. steel installation. 2. Inspection of pre-stressing X Table 1704.4 [] In plant or field review. steel installation. 3. Inspection &reinforcing X Table 1704.4, [] Includes anchor bolt welding. steel welding in accordance 1704.4.1 w/item 6b above. 4. Inspection of bolts to be X Table 1704.4 [] Field inspection. installed in cast-in-place concrete prior to and during placement. 5. Verify use of required X Table 1704.4 [] Submittal review. Batch plant design mix and evaluation inspection as specified in the and acceptance of concrete contract documents. and shotcrete. 6. Sampling flesh concrete: X Table 1704.4 [] lncludes all field testing and slump, air content, evaluation of laboratory temperature, strength test strength reports. Frequency of specimens, sampling and testing must be per the contract documents. 7. Inspection of concrete X Table 1704.4 [] Also includes precast and placement for proper shotcrete placement. For application techniques, precast inspection (in-plant) specify PCI-MNL116 8. Inspection for maintenance X Table 1704.4 [] Field inspection of curing of specified curing process. temperature and techniques. 9. Inspection of prestressed Table 1704.4, [] In plant or field review concrete: 1704.2 required. a. AppLication of pre- X [] stressing forces b. Grouting of bonded pre- X [] stressing tendons in the seismic-force-resisting system. 10. Erectionofprecast X Table 1704.4 [] SpecifyPCI-MNL127. concrete members. Page 3 of 8 ,~ SPECIFICATION INSPECTIONS AND TESTS ~ L~ BCNYS "~-~ REFERENCE AND (Continuous & Periodic is as defined by the BCNYS) ~ .~ REFERENCEv -- CLARIFYING NOTES~ COMMENTARY/NOTES 11. Verification of in-situ X Table 1704.4 [] Review field testing and concrete strength prior to laboratory repons. stressing of tendons in post tensioned concrete and prior to removal shores and forms from beams and structural slabs. D. Masonry Construction 1704.5 See BCNYS 1704.5 for (Check L1 or L2 below) Tables clarification of Level I vs. 1704.5. I & Level 2 inspection. [] LI - Level I Inspection 1704.5.3 [] L2 - Level 2 Inspection 1. Verify the following to Tables ensure compliance: 1704.5.1 & 1704.5.3 a. Proportions of site X [] Submittal review and field prepared mortar and grout L1 verification. L2 b. Verify placement of X [] Field inspection. masonry units and L I construction of mortar L2 .joints. c. Location and placement of X [] Field inspection. reinforcement, connectors, L 1 tendons, anchorages. L2 d. Pre-stressing technique X [] and tendon installation. L1 L2 e. Grade and size of tendons X [] and anchorages. L 1 f. Grout specs prior to X [] grouting. L2 g. Grouting of prestressed X [] bonded tendons. L i L2 2. Inspection program shall Tables verify: 1704.5.1 & 1704.5.3 a. Size and location of X [] Field and submittal review. structural masonry L 1 elements & workmanship. L2 b. Type, size and location of X X [] Field inspection. anchors, including other L2 L 1 details of anchorage of masonry to structural members, frames or other. Page 4 of 8 SPECIFICATION INSPECTIONS AND TESTS ~ (Continuous & Periodic is ~ ~ BCNYS ~ ~ REFERENCE AND as defined by the BCNYS) ~E REFERENCE ~ CLARIFYING NOTES~ COMMENTARY/NOTESz c. Specified size, grade and X [] Field inspection. type of reinforcement. L I L2 d. Welding of reinforcing X [] Field inspection. bars. L 1 L2 e. Cold/hot weather X [] Field inspection. protection of masonry L 1 construction. L2 f. Pre-stressing force X X [] Field inspection. measurement and L2 application. 3. Verify grout space is clean X X Tables [] Field inspection. prior to grouting. L2 L I 1704.5.1 & 1704.5.3 4. Verify grout placement X Tables [] Grout placement shall be complies with BCNYS and Ll 1704.5. I, verified to ensure compliance construction document L2 1704.5.3 with Code and construction provisions, document provisions. 5. Preparation of grout X Tables [] Includes observation of specimens, mortar L 1 1704.5. I & contractors sampling and specimens and prisms. L2 1704.5.3 preparation of samples by the Special Inspection agent. 6. Verify compliance with X Tables [] Inspection and test inspection provisions of L1 1704.5.1 & requirements per the contract Construction Documents L2 1704.5.3 documents. Inspection(s) may and approved submittals, need to be continuous. E. Wood Construction: 1704.6 1. Fabrication of wood 1704.2 [] Review fabricator structural elements and qualifications and verify assemblies, accreditations. Perform in- plant review, where specified. F. Soils 1704.7 1. Foundation subgrades X 1704.7 [] All subgrades for buildings must be observed and verified prior to being covered by controlled fill or otherwise obscured by the placement of forms, reinfoming steel or concrete. 2. Site preparation. X 1704.7.1 [] Field inspection and testing to verify that the site is prepared in accordance with the approved soils report (1802.2). 3. During fill placement. X 1704.7.2 [] Review submittals, field testing and inspection. Verify soil types and lift thickness are per contract documents. 4. Evaluation of in-place X 1704.7.3 [] Field testing. Verify density, conformance with contract Page 5 of 8 = SPECmC^T ON NSPECTIONS ANO*ES ' . - REFERENCt ANO (Continuous & Periodic is ----, ~ BCNYS ~ ~ CLARIFYING NOTES~ COMMENTARY/NOTES2 ~.- .~ REFERENCE ~ ;~ as defined by the BCNYS) Z r~ ~ O' documents. G. Pile Foundations: X 1704.8 [] Includes monitoring the Installation and load tests, driving of test piles, load testing, production pile installation and the review of as-driven pile survey. H. Pier Foundations: X 1704.9 [] Seismic Design Category C, D, E, F. 1. Wall Panels and Veneers: X 1704.10, [] Seismic Design Category 1704.5 E,F. J. Sprayed Fire-Resistant 1704.11 [] Materials 1. Structural member surface X 1704.11.1 [] Field review of surface conditions, conditions prior to application. 2. Application. X 1704.11.2 [] Field review during application. 3. Thickness. X 1704.11.3 [] Field test. 4. Density. X 1704.11.4 [] Collect field sample, test in laboratory. 5. Bond strength. X 1704.11.5 [] Field test. K. Exterior Insulation and X 1704.12 [] Field review of application/ Finish Systems (EIFS) installation. L. Special Cases 1704.13 [] Applies to alternative materials and systems, when requested by A/E or Building Official. Review system & installation. M. Smoke Control X 1704.14 [] Inspect during ductwork, erection and system testing. Inspect prior to covering (enclosing). N. Special Inspections for 1705 [] Applicability dependent upon Seismic Resistance: 1707 Seismic Design Category per Applicable to specific 1707.1. Special Inspection structures, systems, and requirements specified in components. 1707.2 through 1707.8. 1. Structural steel X 1707.2 [] 2. Structural wood. X 1707.3 [] 3. Cold-formed steel framing. X 1707.4 [] 4. Storage racks and access X 1707.5 [] floors. 5. Architectural components. X 1707.6 [] 6. Mechanical and electrical X 1707.7 [] components. 7. Seismic isolation system. X 1707.8 [] Page 6 of 8 SPECIFICATION INSPECTIONS AND TESTS ~ ~; ~ BCNYS ~ REFERENCE AND (Continuous & Periodic is CLARIFYING NOTES~ COMMENTARY/NOTESz as defioed by the BCNYS) ~ O. Structural Testing for 1705 [] For applicability, refer to Seismic Resistance: 1705.2 1708.1 and 1708.2. Special Applicable to specific 1708 Inspection requirements structures, systems, and specified in 1707. I and 1707.3 components, through 1707.6. 1. Testing and verification of 1708.1 [] masonry materials and assemblies. 2. Reinforcing and 1708.3 [] Applies to concrete and Prestressing steel, masonry. 3. Structural steel. 1705, 1708.4 [] Methods of nondestructive testing and frequencies must be specified for AWS DI. I to apply. 4. Mechanical and electrical 1705, 1708.5 [] Requires certificates of equipment, compliance and anchorages inspections. 5. Seismically isolated 1708.6, 1623.8 [] structures. P. Structural Observations: 1709.1 [] To be performed by a Applicable to specific Registered Design structures based on Seismic Professional. This observation Design Category, as is in addition to any special defined in Section 1709. inspections designated in Section 17(BCNYS) Q. Test Safe Load 1712, 1714 [] R. ln-Situ Load Tests 1713 [] S. Preconstruction Load 1714 [] To validate design Tests assumptions, where specified by RDP. T. Wind Requirement 1706, 1706.1.2 [] The Registered Design Inspection Professional shall provide a Quality Assurance Plan, where required by 1706.1.1. 1. Roof Cladding & [] Connection 2. Wall connections [] 3. Roof and floor diaphragms [] 4. Vertical wind force- [] resisting systems 5. Wind fome-resisting [] systems 6. Fabrication and installation [] of impact resistant components and assemblies. Page 7 of 8 SPECIFICATION INSPECTIONS AND TEST.~ ~ ~ a, (Continuous & Periodic is ~ "~ REFERENcEBCNYS ~ ~ CLARIFYINGREFERENCE ANDNoTES~ COMMENTARY/NOTES2 as defined by the BCNYS) ~ ~ U. Additional Inspections/Tests 1. ~ ~ ~ 2. ~ ~ ~ 4. ~ ~ ~ 5. ~ ~ ~ 6. ~ D ~ NOTES: I. Reference specification section detailing the requirements for inspections and/or tests and other clariyng notes, as necessary. Commentary/Notes are provided for information only and are not intended to provide complete details of the required tests and inspections. Refer to the Building Code of New York State for complete and detailed requirements. Island Structures Engineering, P.C., 325 Sunrise Highway, West Islip, NY 11795 Soil Mechanics Drilling Corp., 3770 Merrick Road, Seaford, NY 11783 Long Island Materials Testing Labs, Inc., 116-05 15th Avenue, College Point, NY 11356 Page 8 of 8 · T-..Mobile- Northeast LLC 3500 SUNRISE HIGHWAY GREAT RIVER, NY 11739 CELLULAR COMMUNICATION EQUIPMENT SITE NO. L/- ED6 DEPT. TOWN OE SOUfHOLD THE PRESBYTER/AN CHURCH OF CUTCHOGUE- 27245 MAIN RI?, CUTCHOGU£ NY 11935 WILLIAM E COLLINS, AIA A R C H I T E C T & LLP WFC PROJECT NO, 07-7199 1. START AT 200 CONNETQUOT AVE, EAST ISLIP GOING TOWARD FREEPORT ST - GO 0.102 MfKM 2. TURN RIGHT TO TAKE RAMP ONTO SUNRISE HWY TOWARD iRT 27 E - GO 29347.1 MIKM 3 TAKE EXIT #63N/RIVERHEAD ONTO OLD RIVERHEAD RD(CB-31) GO 121 9 MIKM 4 CONTINUE ON QUOGUE RIVERHEAD RD(CB 104) O0 152.4 MIKM S BEAR RIGHT ON CROSS RfVER DR(CR-105 N) O0 3252 MIKM 6 TURN RIGHT ON MAIN RD(RT-25) - 00 10 1162 MIKM 7 ARRIVE AT 27245 MAIN RD, CUTCHOGUE, ON THE LEFT SITE PAUL LApA$OTA MARIANA NIETO MAMOON MUBASHIR HOWARD LEGER HOWARD LEGER RAWLAND EQUIPMENT, ANTENNAS IN STEEPLE 160 %QFC± EQUIPMENT; ANTENNA: (2) S18020 CABINETS, (1) UUlB CABINET, (2) BOOSTER, (1) BATTERY CABINET & (1) PPg CABINET (8) ANDREW TMBXX 6516 R2M & (1) GPS UNIT TOM WlCKHAM PHONE: (631) 765 5454 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAIN ROAD, CUTCHOGUE, NY 11935 (631) 548 7042 LIPA T MOBILE NORTHEAST LLC PAUL LAPASOTA (651) 224-6651 MAR~ANA NIETO (631) 224 6600 NAMIT SHARMA (973) 978 5845 TITLE SHEET 06/29/10 GENERAL NOTES ENLARGED EQUIPMENT PLAN SOUTHEAST & SOUTH~VEST ELEVATIONS BUILDING SECTION -ACOUSTIC ENCLOSURE ~ SYMBOLS I 06/29/I 0 RISER DIAGRAM & REELECTED CEIUNG pLAN J 06/29/10 EQUIPMENT GROUNDING PLAN. NOTES, & DETAIL I 06/29/10 GROUNDING SCHEMATIC & GROUNDING DETAILS d 06/29/10 GROUNDING DETAILS 06/29/10 06/29/ o · T-- .Mobile. Northeast LLC 3500 SUNRISE HWY. SUITE D-EOB Sl"l~ INFORMATION 27245 MAIN ROAD CUTCHOGUE, NY 11935 LI- 13807C DESIGN TYPE PAWl_AND EQUIPMENT ANTENNAS IN CUPOLA TITLE SHEET SHEET SHOWN HEREIN I~ B~S~O tJP0~J ~ ~URVLY ~RF~ARED BY ~ARRETT. BONACCGENERAL NOTES AND VANWEELE CVL LNGNEEN .... JRVEYORS PIANNkRS ,/75A COMMERCE DRVC HAUPPABGE ~ I' ALL WORK S ALL BE CONE N STRC7 ACCORDANCE WTf PROVSONS OF LOCAL STATE AND FEDERA AW% ORDINANCE', AND ~ ~ ~ . ~ ~ ~ / ~;4~ ~~ 9 EACH CONTRACTOR SHALL BE RESPONS,BLE FOR ANY DAMAGE TO ADJONNC REMAiNNG AREAS A% A RES~ f U~ HS WORK, AND 206/29/IOISSUEDFO~PREUMI~Y~EV'EW tM GO ~~.¢~ D DJ CEN AREAS PROR TO . ARTNQ ,,ORK +q ~ ~/ ~' /~ ~ %' ':~" X ~* OWNER, SHAL, BECOME PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREM SEq 7 ~ / -- ______~ ~¢ EXISTING EQUPMENT AND MATERIALS TO BE REMOVED, WHCH ARE NOT REQURED TO BE REtOCATED OR I<FTANED ~ THF ~- %¢/ ~~X ~'4. X ~ 14 'NDICA'ON5 OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT iNTENDED TO SHOW ALL TFM& WHCH MAY REGgiE ~ ~ ~,'~/ ~ //~ZO~f~ ~ ~ REMOVAL SUCH ITEMS SHALL BE REMOVED RELOCATED ANB/OR RENSTALLEO AS REOURED FOR rNS]ALLAT,ON OF NEW WORK ''% %;~%~ '6 ALL M[CHANIOAL AND ~L~C,RICAL WORK %HALL ,E N FULL CON[O~MAN~E WiTH N ~, UNIfOrM FIRE PREVENT ON A~D ~U LDiNO ~ · ~~ '<~~~~:"'./ CODE, AND ALL OTHER APPLICABLE CODES AND REOU~TIONS ~ ~ /~/%?;' '[ N ACCORDANCE WITH NEW YORK STATE AND NATONAL ELECTRCAL CODES AN EL[C,RICAL NSP~CTON CERTIFCATE SHALL BE ~~:<z~X ~~'m 18 PROVIDE ANY AND ALL TREATED WOOD BLOCK NG/gACK NO OR 14 GA OALV FLAT STOCK BACKING AS REOURED TO ENSURE ' ~~"'''~~~ ~~. : =,,. ~' NSPEC'ION REQU"EM[NTSARE AP~UGABLE AS WELL CONTRACTOR SHALL NOTI~ARCHITEC, A MINMUM OF 72 HOURS IN ADVANCE ~ Mobile ~ ~~~~'~ Y: 09' OF WORK TAKNO P~CE THAT IS SUBJECT TO INSPECTON REOUREMENTS CONTRACTOR SHALL BE RESPONSBLE TO PERFORM ANY ~ ~ %xx ~ //' / / % / ~/ / :~ // ~ AND ALL WORK RELATNG TO HS FALURE TO HAVE NSPECTONS PERFORMED AT HIS OWN XP '/PEPTONE ~ '%~~/ '': 0 ~¢' EENSE SCOPE OF WORK SHALL BE Northeast LLC '/'ze' : GENERAL SITE NOTES ;SOOSUiTESUNRmS[D_203HWY. ~' ~ ~*~ / ~ THE DEVELOPE~:~ALL COMPLY WITH A~PROVED WORKING DRAW NGS AND REOUIREMENT SHEETS NO DEV ATION WILL ~E ~ N CUTCHOGUE, NY 11935 / U- 13807C E D~ON ~ND EQUIPMENT ANTENNAS IN CUPO~ (8) NEW T-MOBILE ~TEN~ ~OU~ED WffHIN EXISTING REQUIRED DURNG CONSTRUCTON, SHALL BE N CONFORMANCE WITH THE LOCAL GUOELINES FOR EROSON AND SEDMENT STEEPLE ATOP [XI~IN6 ROOF. SEE 2/A-5 FOR ~ORE TO ALL CONCRETE USED FOR ON-SITE CONSTRUCTION SHALL BE AIR ENTRAINED AND SHALL ACHEVE A MNMUM OF 4,000 PS INFORMATION O' 20 4O' 8O' ARCHITECTURAL 11 'DEWATER' ALL TRENCHES AS REQUIRED OUR NO fNSTALLAT ON OF ALL FOOT NG AND FOUNDATION TO ENSURE PROPER DEPTH SITE P~N & GENE~L NOTES AND STRUCTURAL INTEGRI~ OF CONCRETE. 12 COMPACTON UNDER STRUCTURES, BULDINC S~BS, STEPS, PAVEMENTS AND WALK WAYS SHALL BE 95X MODIFE0 PROCTOR SCALE: 1" 40' 0 13 ELECTRCAL CONTRACTOR TO TONE PATH OF EXSTNG CABLE AND PROVIDE MARK-OUTS HAND EXCAVATE NEAR ANY 2 JNDEROROUND PIPES, UT LITIES, OR STRUCTURES. NE~V VERIZON TP~ANSECTOR BOX MOUNTED TO NE~V UNISTRUT RACK. SEE DETAIL 3/A-B NEW ELECTRIC METER AND DISCONNECT SWITCH MOUNTED TO NEW UNISTRUT RACK. SEE DETAIL 3/A-6 (1) NEW T--MOBILE PPC CABINET MOUNTED ON NEW CONCRETE PAD, SEE DETAIL 5/A-7 NEW 6'-0" HIGH WHITE VINYL FENCE TO SCREEN NEW METER / DISCONNECT & VERIZON TRANSECTOR CABINET. SEE DETAIL 2/A-6 NEW GUARDRAIL POSTS (TYPICAL 0 9). SEE DETAIL 2/A-4 NEW BARN STYLE SWING DOORS FOR EQUIPMENT ACCESS (3) DOUBLE & (1) SINGLE (10) NEW SONOTUBES TO SUPPORT NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 1/A--4 ENLARGED EQUIPMENT PLAN SCALE: 5/16"=1' 0" / / (1) NEW GPS UNIT MOUNTED TO NEW T-MOBILE EQUIPMENT ENCLOSURE, SEE DETAIL 3/A-5 (20) NEW ARBORVITAE ADJACENT TO NEW EQUIPMENT AREA. SEE DETAIL l/A-6 (1) NEW T-MOBILE BA3TERY CABINET WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 3/A-7 'x..~ % (1) NE~/ UMTS CABINET WITHIN NEW ACOUSTICAL ENCLOSURE (1) NEW GPS UNff MOUNTED TO NEW T-MOBILE EQUIPMENT CABINET. SEE DETAIL 5/A-5 NEW ACOUSTICAL ENCLOSURE WITH FINISHES TO MATCH CHURCH NEW ELEC LINE TO NEW METER. SEE DETAIL 5/A-5 -- NEW TLECO LINE TO NEW VERZION TRANSECTOR BOX. SEE DETAIL 5/A-5 PROPERTY LINE EXISTING TREES TO REMAIN % (2) NEW BOOSTER CABINETS WITHIN NEW ACOUSTICAL ENCLOSURE -- (2) NEW T-MOBILE EQUIPMENT CABINETS WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 4/SP--3 EXISTING TREE TO REMAIN WILLIAM F. COLLINS, AIA A R C H I T E C T S, LLP WFC PROJECT NO. 07-7199 T.. -Mobile. Northeast LLC 5500 SUNRISE HWY SUITE D-203 GREAT RIVER, NY 11739 SITE INFORMATION 27245 MAIN ROAD CUTCHOGUE, NY 11935 LI- 13807C DESIGN TYPE I~WLAND EQUIPMENT ANTENNAS IN CUPOLA ENLARGED EQUIPMENT PLAN NEW 8' THICK POURED CONCRETE PAD WITH CONTNUOUS HAUNCH AT PERIMETER.(SEE GENERAL NOTE 10, DWG A-1 FOR CONCRETE NEW BEAM ASSEMBLY CONSISTING ~'~ SHIM SPACER FRAMED TO POSTS. NEW 16" ~ POURED CONCRETE SONOTUBE ~' PROVIDE GALVN41ZED BEAM LOCATIONS.O~'P, O 10) ~ ~ · ; IA R C H i T E C T S. LLP O~ ~ [ htr p://www.w f cala.com .rbE \~ / PROVIDE 2 X 4 WOOD STUDS ~ PROJECT NO. 07-7]99 ~ >_~ ~~ e 16" O.C. BE~VEEN WOOD h ~ ~o [ J / POSTS 9) SEE SECTION 1/A-4. ~ DOORS FOR EQUIPMENT m ACCESS (3) DOUBLE ·mI I , . · -Mobile ' ; ~' ~ ~ m m Northeast LLC ' ~ GREAT RIVER, NY 11739 .I ~ . % COEFFICIE~ OF 1.05 TO BE N~ GU~D~L ~ ~PUEO TO INTERIOR SIDE OF ~ ~~ / ~ ..... INSIDE F~E OF ACCESS ~o~ ~ N~ ~N~ ~LE 27245 MAIN ROAD 5'-1 1/4" 4'-9 1/2" ~ 5'-0" 4'-11' , PEN~ON THROUGH N~ COTCHOGUE, NY 1 ' ' CONCR~E S~ m~o N~ L1-13807C TRENCH TO ~LE ~Y 5'-0" ~ONG SIDE CHURCH BUILDING D~GN ~W~ND EQUIPMENT ANTENN~ IN CUPO~ FOUNDA~ON & {ON~TRU~ION ~ ~ FLOOR P~N ACOUSTIC ENCLOSURE SCALE; 3/15"=1' 0" NORTH SCALE:~/~,,;~,o" ~oa,, A-2A 2 CEDAR SHINGLES ~ I /I I~/ ATTACHED TO REAR FASCIA, WILLIAM F. COLLINS, AIA il / I I /i CONNECTED TO (2) LEADERS AT ~i A R C H I T E C T S, LLP I ENCLOSURE. COLOR TO MATCH _ I z0 NEW WALL MOUNTED FIXTURES ~] ' . i , ! [ ~ ~ PROJ~.C~I' NO. 07-7199 ~;J j J ~ --PITCH GUTTER I' PER FT TO ! ~ ~ . ~ -.~ ..~ c0.c.~ ' , SP~H BLOCK. ~P. ~ 2) Northeas~ LLC 6'-9 1/2' , 27245 MAIN ROAD CUTEHOGUE, NY 11935 U-I~807C LIG~NG SCHEDULE D~ QTY MANUFACTURER/ ~XTURE ~MP ~0 ~MP~ ~OUNT~C RE~AR~ ~W~NDEOUIPME~ REQD SYM MODEL ~ TYPE WA~ACE TYPE WATTS HEIGHT ANTENN~ EQON CAT ~ F2~ MICRO S DE STRIP T5 4 /Fl 1650-128- FLUOR 28 T5 1 2~ RATE FXTURE FOR EXTEROR 1F2~T5 120V / COLD WEATHER ROOF AND REP FLOOR P~N ~ ~ ACOUSTIC ENCLOSURE ~ FOUNDATION PLAN- EOUIPMENT ENCLOSURE ~ RCP- EOUIPMENT ENCLOSURE o" o" A-2B 2 LIGHTING SCHEDULE OTY MANUFACTURER/ FIXTURE LAMP NO LAMPS MOUNTING REMARKS REQD SYM MODEL # TYPE WA~IAGE TYPE WATTS HEIGHT (8) NEW T-MOBILE ANTENNAS (4 HiGH - 4 -+65' 0 AGE LOW) MOUNTED WITHIN EXISTING CHURCH TO OF EXISTING ST£EPLE EXISTINF~ CHURCH STEERER~$.~ CHURcHMOUNTED TO EAST SIDE ~BLEOF /~ tk OF N~ T- FUTLJRE CARRIER ANTENNAS ~ / / ~ ~ OF FUTURE CARRIER ANTENNAS ~ ~ e BL ~EX~STING rq~E [0 REMAIN "OTE: SOUTHEAST ELEVATION ~N~W G ~D NL POST ASSEMBLY SEE D~AIL I/A-4 N~ ACOU~IC~ ENCLOSURE (B~OND). SEE / / / ................................... ," - (1) N~ PPC CABIN~ ~HIN N~ SCREEN N~ M~ER / DISOONNE~ ~ / J/ / / / N ~ Northeast LLC N~ ~RIZON T~NSECTOR .................. / ~ ELEVATIONS ~SOUTHWEST ELEVATION TRENCH TO N~ CABLE ~Y AT EXISTING NO~H~T .......... ~ CORNER OF CHURCH, THROUGH EXI~ING CHURCH A~IC (8) NEW T-MOBiLE ANTENNAS (4 HiGH 4 LOW) MOUNTED WITHIN EXISTING CHURCH STEEPLE. (3'fP. 2 PER SECTOR) SEE DETAIL 2/A-5. HATCHED AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMMODATE NEW ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WITH NEW RF COMPATIBLE CONCEALMENT TO REPLICATE APPEARANCE OF EXISTING STEEPLE IN ALL RESPECTS. NEW ANTENNA CABLES ROUTED UP THROUGH EXISTING CHURCH BUILDING ATBC tNTO STEEPLE NEW T-MOBILE CABLE TRAY MOUNTED TO EAST SIDE OF CHURCH BUILDING. NEW CABLE TRAY TO BE PAINTED TO MATCH APPEARANCE OF EXISTING EXTERIOR BUILDING WALL (20) NEW ARBORVITAE ADJACENT TO NEW EQUIPMENT AREA. SEE DETAIL l/A-6. NEW T-MOBiLE ACOUSTICAL SYSTEM NEW VERIZON TRANSECTOB BOX MOUNTED TO NEW UNISTRUT RACK IEW AREAS OF WORX ~- OF NEW T-MOBILE ANTENNAS ±42'-9' AGL [ OF NEW T-MOBILE ANTENNAS ±33' 10" AGL ~,~ ~ T.O. NEW ACOUSTICAL SYSTEM ±6'-10' AGL T.O. NEW T-MOBILE EQUIPMENT o'-o"~ GRADE NORTHWEST ELEVATION SCALE: 1/16"= 1'-0" NEW GAURDP~L POST ASSEMBLY. SEE DETAIL 1/A-4 NEW 6'-0' HIGH WHITE VINYL PENCE TO SCREEN NEW METER / DISCONNECT & VERIZON TRANSECTOR CABINET. ±65' 0 AGL ~ T O OF EXISIINC %IEEPLE ~ ([ OF NEW T-MOBILE ANTENNAS ±42'-9" AGL ~ ~_ OF NEW T--MOBILE ANTENNAS ±33' 10" AGL ~ g~ OF FUTURE CARRIER ANTENNAS ACOUSTICAL SYSTEM T-MOBILE EQUIPMENT GRADE ~2> NORTHEAST ELEVATION SCALE: 1/16"= 1'~3" EXISTING CHURCH STEEPLE NEW T-MOBILE ANTENNAS (4 HIGH - 4 LOW) MOUNTED WITHIN EXISTING CHURCH STEEPLE. (1YP. 2 PER SECTOR) SEE DETAIL 2/A-5. AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMMODATE NEW ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WITH NEW RF COMPATIBLE CONCEALMENT TO REPLICATE APPEARANCE OE EXISTING STEEPLE IN ALL RESPECTS. ANTENNA CABLES ROUTED UP THROUGH EXISTING CHURCH BUILDING ATtiC INTO STEEPLE NEW T-MOBILE CABLE TRAY MOUNTED TO FAST SIDE OF CHURCH BUILDING. NEW CABLE TRAY TO BE PAINTED TO MATCH APPEARANCE OF EXISTING EXTERIOR BUILDING WALL (1) NEW T-MOBILE BATTERY CABINET WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 3/A-7 (1) NEW UMTS CABINET WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 2/A-7 (2) NEW BOOSTER CABINETS WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 4/A-7 (2) NEW T--MOBILE EQUIPMENT CABINETS WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL EXISTING TREES TO REMAIN -- CPS UNIT MOUNTED TO SIDE OF NEW ACOUSTIC ENCLOSURE ELECTRIC METER AND DISCONNECT SWITCH MOUNTED TO NEW UNISTRUT RACK. SEE DETAIL 5/A-6 TRANSECTOR BOX MOUNTED TO NEW UNISTI~UT RACK (20) NEW ABBORVITAS ADJACENT TO NEW EQUIPMENT AREA. SEE DETAIL NEW T-MOBILE ANTENNA CABLES TO BE ROUTED IN NEW TRENCH TO NEW CABLE TP~Y AT EXISTING CHURCH, THROUGH EXISTING CHURCH ATTIC TO NEW ANTENNAS NEW ACOUSTICAL ENCLOSURE FINISHES TO EXISTING CHURCH __ (1) NEW T-MOBILE PPG CABINET MOUNTED WITHIN NEW ACOUSTICAL ENCLOSURE. SEE DETAIL 5/A-7 WILLIAM F. COLLINS, AIA A R C H I T E C T S, LLP WFC PROJECT NO. 07-7~99 · T-..Mobile- Northeast LLC 3500 SUNRISE HWY, SUITE D-205 GREAT RIVER, NY It739 SITE ]NFORIvlATION 27245 MAIN ROAD CUTCHOGUE, NY 11935 LI- 13807C DF~IGN TYPE RAgVLAND EQUIPMENT ANTENNAS IN CUPOLA SHI~ET 1 l'l'l~ NORTHWEST & NORTHEAST ELEVATIONS A-3A AGL ~LATE (2) 2 x B HEADER -- HINGED BARN DOOR FOR EQUIPMENT ACCESS- ALL CUT EDGES TO FIELD TREATED W/ WEATHERPROOF TREATMENT 3 X 12 TREATED WOOD RNL WITH CHAMFERED TOP EDGE, CARRIAGE BOLTED TO POST W/ (2) S.S. CARRIAGE BOLTS INTERIOR DOOR CLADDING (TYPE TO BE SELECTED AS NECESSARY TO ACHIEVE COMPLIANCE WITH TOWN SOUND ORDINANCE) -- GRADE RESTORE PAVEMENT TO MATCH EXISTING IN ALL RESPECTS. COMPACTED SAND AND GRAVEL BASE. 8 X 8 TREATED WOOD POST SET IN CONCRETE AT 4'-0" O.C. COMPACTED SUB-BASE. NEW 24' DIAMETER POURD CONCRETE SONOTUBE PIERS -- ACOUSTIC ENCLOSURE AND GUARDRAI!_ POST ASSEMBLY SECTION NEW NEW SIMPSON H5 STRAP TIE FROM RAFTER TO TOP PLATE (~fP~CAL 0 ALL RAFTERS) CEMENT]TIOUS SIMULATED CEDAR SHINGLES (HARDI INDUSTRIES OR EQUAL) OVER ~15 BUILDING PAPER -- ~" COX PLYWOOD SHEATHING -- 2 X 8 ROOF RAFTERS O 16" O.C. X 4 EAVE STRAIGHTENER Gu]'rER ATTACHED TO REAR FASCIA, CONNECTED TO (2) L~ADERS AT BOTH ENDS OF EOUIPMENT ENCLOSURE. HIGH POINT AT MIDDLE OF ENCLOSURE. PITCH ~" PER FT TO LEADERS ±7'-10" AGL T~. CONTINUOUSLY VENTED VINYL SOFFIT PANEL DOUBLE TOP PLATE CEMENT CLAPBOARD SIDING TO MATCH EXISTING CHURCH (HARDI INDUSTRIES OR EQUAL) OVER ~15 BUILDING PAPER ~" CDX PLYWOOD SHEATHING ABSORPTIVE FOAM WITH NOISE REDUCTION COEFFICIENT OF 1.05 TO BE APPLIED IN BE3WEEN WALL STUDS, ROOF RAFTERS AND INSIDE FACE OF ACCESS DOORS POSTS SPACED AS SHOWN ON PLAN WITH 2 X 4 STUDS AT 16' O.C. BE"FWEEN. STUDS TO BEAR ON BEAM ASSEMBLY TENSION T~E DOWN ADJUSTABLE POST STANDOFF AT ALL POST LOCATIONS. PROVIDE THREADED RODS WITH 2" HOOK SET ~NTO SONOTUBE PIER. WIN, EMBEDMENT. -- NEW PRECAST CONCRETE SPt,~SH BLOCK AT L~ER LOCATIONS (TYP. ~ 2) BEAM ASSEMBLY CONSISTING OF (2) 2 X 12 WITH Y~" PLYWOOD SHIM, SPANNING BETWEEN VERTICAL POSTS TO SUPPORT WALL FRAMING. PROV1DE GALVANIZED BEAM HANGERS AT BOTH ENDS 8' 3~IICK, POURED CONCRETE PAD WITH HAUNCH AT PERIMETER.(SEE GENERAL NOTE 11 DWG A-1 FOR CONCRETE REQUIREMENTS ¢ POURED CONCRETE SONOTUBE PIERS AT POST LOCATIONS NOTE; ALL LUMBER TO AC0 TREATED WILLIAM F. COLLINS, AIA A R C H I T E C T S. LLP WFC PRO.I~ NO. 07-7199 · T. ·Mobile Northeast LLC 2724-5 MAIN ROAD CUTCHOGUE, NY 11935 L1-13807C DF~IGN TY~ P~WLAND EQUIPMENT ANTENNAS IN CUPOL~ BUILDING SECTION ACOUSTIC ENCLOSURE A-4 <~ SCALE: 1/2"=1'-0" NEW T-MOBILE SECTOR EXISTING T & G SHEATHING ~ DASHED AREA OF STEEPLE REPLACED WITH RF MATERIALS ~ /./ / TO REPLICATE APPEARANCE OF EXISTING STEEPLE i U-BOLTED TO NE3N FRAMING ~, WILLIAM F. COLLINS, AIA /;~:]-~f '">/ A R C H I T E C T S, L L P ~EC~O~ 'D' / / T-MOBIL( ANTENNAS (8) N~ T-MOBILE ANTEN~S ANTENNAS ABO~ T-MOBILE ~EN~ :11 ---- - -- Nor[heas[ EEC ~ ~o1[: ' S~ ~0~ E~iRE ~EEP~ TO BE 27245 MAIN ROAD T-MOBILE ~LES ~OM CHURCH ~C ~ ~ ~ ~; ~ ~ F-;~r2~ -F~"~-'A~ CUTCHOGUE, NY 11935 ~ CUPO~ & ANTENNA ~ ~ DETAIG ~~UPOLA BASE NEW T-MOBILE ANTENNAS WITHIN EXISTING STEEPLE. SEE 1/A-4 FOR MORE INFORMATION NEW COAX CABLES ROUTED THROUGH EXISTING CHURCH ATTIC TO EXISTING EXISTING WALL (2) NEW 2 X 4 FRAMING AROUND NEW ANTENNA CABLE PENETRATION / CHURCH ATTIC NEW VALMONT Bl118 ENTRY '~ PLATE WITH (12) B1151A BOOTS TO ROUTE (152) T-MOBILE CABLES FROM CHURCH ATTIC THRU WALL INTO STEEPLE UP TO NEW ~.,~,~CH ATTIC ANTENNAS. PROVIDE NEW 15" NEW COAX CABLES MOUNTED ON UNISTRUT ALONG EXISTING RAFTERS IN CHURCH ATTIC TO EXISTING STEEPLE. EXISTING WOOD FRAMING 2 X 4 FRAMING AROUND ANTENNA CABLE PENETRATION METAL CAP HATCH PLATE (MICROELECT Bl118) SET IN BED OF SILICONE SEALANT AND SECURED TO EXISTING BRICK NEW 1-5/8" ~ ANTENNA CABLES. ANTENNA CABLES SHALL BE ROUTED TO NOT INTERFERE WITH THE EXISTING CHURCH AND STEEPLE HATCHES CAVIl( WITH BATr INSULATION NEW VERTICAL CABLE TRAY ROUTED TO UNDERSIDE OF EXISTING SOFFIT. SCRIBE END FOR A SNUG FIT, EXrSTING EXTERrOR STUD WALL TO REMAIN F- ANTENNA CABLE PENETBATION DETAIL * CABLE TRAY SCALE 1"=1'-0" BUILDING SECTION - ANTENNA CABLE ROUTING N/EW COAX CABLES ROUTED UNDEREGROUND FROM EXISTING EQUIPMENT TO NEW CABLE TRAY UP SIDE OF CHURCH INTO ATTIC WILLIAM F. COLLINS, AIA A R C H I T E C T S, LLP WFC PROJECT NO. 07-7199 · -Mobile- Northeast LLC 3500 SUNRISE HWY. SUITE D-203 GREAT RIVER, NY 11739 SITE ~='ORMATION 27245 MAIN ROAD CUTCHOGUE, NY 11935 L1-13507C DES]ON TYPE RAWLAND EQUIPMENT ANTENNAS IN CUPOLA BUILDING SECTION ANTENNA CABLE ROUTING A-4B SCALE: 1/8"=1' 0" I -~'~' ' I ~-~ OF NEW CABLE [BROUBH CONDUIt BURIED COk ZUNCATON CABLEc' ' ' ' - I ' ~ ~ 'JNISTRU- RI000 (OR EQUAL) 1~' × ~" ~ i ' ~-- ~ TYPICAL 2x12 PRESSURE [REArfD ~ ~ ~ 2 E)EB RAY RECDBN} O~ 4CCO~MOD4TE WIDTH OF TRENCH --~ ~ ~} ,~/~/io 15~U~ORp~Li~iNARyR~ TYPICAL SECTION THROUGH CABLE TRAY ~ VERTICAL RISE UNDISE URB ED/COM PACTE D EARTH '/ " "' ,8" ~ CABLE ROgTING DETAILS :' ~' ~'' MECHANICAL INFO: , ~ ~ co~ m~Y ~c ~ts~ ~s. ~AX ~,~ sP~o: ~o ~P, COAX TRENCHING DETAIL ANTENNA: ~ ~ ~ ..Mobile- ~&~ E~ GREAI RIVER, NY TYP'sc~E: ANTENNA~.~ r-~' DE~AIL ~TOp '~ vl~w~' ~ID~ ViEW R~AR VIeW F~ON~ VI~W~ ~ ~TED~ ~ ~,Y~O ~"~T ~ B~ED, ~TI.TY U~E~"~ ~ ~ ~ ~l~ ~ =_~= = ~ ~__~ ~__~ S~IYE 2x 2 C - 5 0LMANZED CONTINUOUS P~NKS PAINTED J ~E I[~11~],,~ PVC CONDUIT, IYP COORDINATE TYPE, 27245 M~IN ROAD ~ ~M %~E~R/ NUMBER OF CONDUrTS WITH INFORMATION SHOWN ~ ~T~T~ CUTCHOGUE, NY 11935 ~ 3 42 MM OD. SCHEOUEE 40 GALV STEEL MOUNTING PIPE ON ELEC. DRAWINGS, AND W~TH ELECTRIC AND ' I1~ ~ ~ ~ TELEPHON~ UT E ~ COMPAN~ES ~ ,~ ~ ~ ~ ~ ~ i LI-I380ZC ~ ~ ~NEW L 4" X 4" X 5/16" 4" LONG GALV. STEEL GPS UNIT ' - ~ 311 Ell ~IIE 3IF DDON ~[ ~1/2" COAX LINE TO EOUIP MIN BENDING RADIUS PER CABLE ROUTING & MANUFACTURERS RECOMMENDATIONS ANTENNA DBAI~ ~ ~ ...... D r!:: T BE :~'1 k,B A~4 S 0/, A ~ ~,R irKL~ (l' OR,.) WqT~ X / ~ ' EQUVALENT HOT DIPPED GALVANIZED ' , r , ~ / ~ ~ / ~ BACK~ ILL NITH OReO L M XED W TH ALL NECESSARY HARDWARE = : : ~ ~O~ NO, 07-7199 -r x ~// ~ ( / / B/~0/3 R ILIZER AT THE RAIE CF NEW ELECT CONDUI7S ~ //~ )~ / / EARTH LNE CN TREE ~UNK 3/4" CHAMFER (TfP) ~ ~[/ ~ONCRETE F~OTINGS PRUNED IN ACCORDANCE &ITH BEST & ~~_. -- : L U.~I [ ASPHALTIC PA'N] AND (4) g3 RE BARS 3/4" CHAMFER (TYP.) 1'-0"¢ CONCRETE FOOTING ~ ~ % 1 1/2" x 5 1/2" TOP RAIL ~ BETWEEN TOP AND BOTTOM ~/ / PROVIDE ~5 REBAR TIES ~ 24" O C BOTTOM RAILS EACH Z ~ [~ ~ J CHANNEL %~~~ ~~ ~ ~ ~ ~ ~00 5UN"ISE H~. AND GROOVE THAT MUST ~ ~m F~ ~NEW 4" ~YER OF GRAVEL _ ~ ~ x ~ ~ J CHANNEL CUT TO ~ ' SUITE 0-203 ~U'~ - ~ ~ ~ ' LENGTHS AS 'ND'CATED GREAT RIVER, NY 11739 6" THICK LAYER OF COMPACTED SAND {UTEHOGUE, NY 11935 OR GRAVEL SASE L1-13807C ~COMPACT EXISTING SUBGRAOE FENCING NOTES: ~IO~ 2. ALL VERTICAL 5 1/2" x 7/8" x 64" P~NKS MUST BE FACING THE SAME DIRECTION IN ORDER NOTE: ~W~NDEQUlPMENT ' - 5. FENCE POSTS SHALL BE 5" x 5" x 114", WHRE PVC INDOOR CONCRETE SURFACES. PROVIDE ANTENN~IN 6UPO~ SAME DIRECTION IN ORDER FOR 5 FENCE POSTS SHALL BE SPACED A MAXIMUM OF 7'-11" ON CENTER THE TOUNOES TO LOCK WITH THE 6 TOP AND BOTTOM RAILS SHALL BE 5 ~/2" x 1 1/2" x 94" WHITE PVC. D~AILS VINYL FENCE DETAIL ~ TYP. POURED CONCRETE EQUIPMENT PAD DETAIL ~ sc,~.: ~/:"=1'-o" / 4'" k / -- ---<' / $ ' '~ /'S~,~ ,,, % ~ [ ' ~ ,~ ~,, ~, ~ PLAN ~ BA I I kRY PLINTH , / ~ '. NOTE - : BY r MOBILE AND INSTALLED BY CONTRA0~,R RBFFe To ""-- L~-~LAN ~ EQUIPMENT CAB. - . ~ ~ PR~ NO. 07-7199 ~P. BAKERY CABINET DETAIL SCALE: 3/8'=1' 0" ~ =~,~= ~ ~ (4) MOUN~INO ~ : ~ i ~T / '1 POURED CONCRETE f ~ ~P. EOUICMENT CABINET DETAIL ~ ' /~ ~ ~ SCALE: 5/S"= 1'-0' CABINET BETAIL~ NOTE:~ ~P. BOOSTER PAD WITH (4, 3/8':p S/S RODS SET I. HILTID%"~~Y:¢¢:)ON R DE SE ~ ~ 5.55' TALL x 4.27' W,DE x 304' DEEP~ GENERATOR 2'-0" GENERATOR ~ 5/4~" 6.EAT ,IVER, ~Y 11739 CONVENIENCE 2' 0" 120VAC Ogl ~ ' ~ ~20VAC OFI ~ S~ ~ ~ ~ CONVE~E~CE % I 27245 MAIN ROAD ~ : = ~ NEW '~ARCON: ~8 .... N O ~ 6 ~ ~ ' / , ~ LI-I3gOZC ~ ~ / ~ ~ GENE ? LOUVERS / I ~~~. INLET~ I / / CABINET (PPc)~ L ~ FOR TELCO >) / SCREENED _ NEW PPC MOUNTING I ~ 2' 0" LOUVERS BRACKET. SHALL BE ~I ~W~NDEOUIPMENT ~ x// ORDERED SEPARATELY~ & ~ ~ j ~ ~ ANTENNAS IN EUPO~ /' ' ~ ~- ~ ~:.---'' . · . . ' ' · · ~ - - . ./ .... ] MOU~NGBRACKET PLAN~PPCBOX ~':~c~.EL~.~NEW RErNFORCEB POURED CONCREfE S:B/~POUREB CONCREte TE"PLA~ M~,,~?7~/ ~ ' ELEV.~ ~ TYPICAL EQUIPMENT DETAILS n~T~/BRACKET TO NEW CONCRETE ~ (4) / ~ POURED CONCRETE ~ wo ,,~To m*~IN~ D~AIL ~:c.~c NEW T MOBILE BASE STATION CABINET ~~P. MARCONI PPG ...... ~/~" S/S RODS SET IN HILTI HIT "Y-150 / SLAB ON GRADE SEE L ~ / SCALE 1/2"=1' 0" RODS SET IN HILTI HIT HY 150 CHEMICAL ANCHORS. ~ SCALE: 5/8"=1'_0" CHEMfCAL A*C.O~S, .,N. >~:' ANTENNA SCHEDULE ANTENNA SCHEDULE SCALE: N TS CABLE SCHEDULE B,A 5/B' LABEL RLD RED RED RED RED RED RED RED BILL OF MATERIALS DESCRIPTION MANUFACTURER PART # NORTEL S1802B BTS NORTEL l-B/8" GROUND KITS CABLEWAVE DIN(M) DIN(M) 1/2" - 8'-O" SUPERFLEX JUMPERS CABLEWAVE D~N(M)-DIN(M) 1/2" 6' 0" JUMPERS CABLEWAVE (~ BILL OF MATERIALS SCALE: NTB. LEGEND NEW EXISDNC TYP. SECTOR CABLE ROUTING QUAD POL ANTENNA (TYP 1 PER SECTOR) STD JUMPERS CABLE --COAXIAL CABLES 8 0' SUPERFLE~ JUMPERS GENERAL NOTES 1 ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION 2 CABLE LENGTHS LISTED ARE APPROXIMATIONS BASED ON THESE PLANS AND ARE NOT ~NTENDED TO BE USED FOR ORDERING CABLE ALL CABLE LENGTHS MUST BE VI.F. 5 THE CONTRACTOR SHALL INSTALL BRASS TAGS (BDPPLfED BY T MOBILE) AT EACH END OF ALL ANTENNA CABLES DENOTING THE NUMBER OF TAPE MARKING BANDS AND COLOR OF TAPE MARKING BANDS. 4 ANTENNA CABLES WiLL BE COLOR CODED AT THE ANTENNA, FILTER INJECTION CABINET, JUMPER CONNECTIONS AND THE BTS CABINET. 5. THE CONTRACTOR SHALL INSTALL DRIP LOOPS ON ALL ANTENNA AND JUMPER CABLES 6 THE CONTRACTOR SHALL iNSTALL ADDITIONAL CABLE SUPPORTS AS NEEDED TO MAINTAIN A MINIMUM SPACING OF 5'-0' ON CENTER. 7. THE CONTRACTOR WILL RECORD THE LOCATION AND SERIAL NUMBERS OF ALL ANTENNAS, ANTENNA CONTROLLER MOTORS, AND THEIR CORRESPONDING INSTALLED LOCATION AT THE TIME OF CONSTRUCTION B ALL ANDREWS MOTORS ARE GENDER SPECIFIC, AND WILL BE WIRED STARTING WITH THE MALE END OF THE CABLE AT THE BTS AND CONTINUE ALONG THE RUN FOLLOWING THE 'FEMALE UP RULE'. MIN. CABLE BENDING RADIUS 1 5/8 CABLE (LDF 7 50A) 20 0.82 LBS. 1 9B" CABLE SIZES/LENGTHS DIN (F) DIN [] [] ~, //2" SUPERFLEX ,JUMPER (TYP) SECTOR 'A' DIN (F) I S/B"¢ CABLE (IYP FOR ALL SECTORS) DIN (M) DIN (F) ~ 1/2" SUPERFLEX JUMPER (TYP) SECTOR "B' DIN (F) 1 5/8"¢ CABLE (TYP FOR ALL SECTORS) DIN (M) ~ 1/2' SUPERFLEX JUMPER (TY¢~) DIN (F) / SECTOR 'C" DIN (F) DIN / 1 5/8"¢ CABLE (TYP FOR ALL SECTORS) BIN (M) ~-I/2" SUPERFLEX JUMPER (TYP) (r) / ~ SECTOR 'D' D~N (r) (M) 1 5/8"¢ CABLE (TYP FOR ALL SECTORS) DIN (M) DIN (F) H DIN (F) i~,DIN (M~m~ H H SECTOR "A' 1-5/8"¢ CABLE (TYP FOR ALL SECTORS) DIN (r) DIN (F) DiN (M) SECTOR "C" I 8"¢ CABLE (TYP FOR ALL SECTORS DIN (r) DIN (r) M QUAD POL QUAD POL QUAD POL QUAD POL QUAD POL QUAD POL QUAD POL QUAD POL WILLIAM F. C OLLIN& AIA A R C H I T E C T ~, LL P WFC PRO~ NO. 07-7199 · T.. -Mobile- Northeast LLC SITE INFOR~TION 2724-5 MAIN ROAD CUTCHOGUE, NY 11935 L1-I3807C DF~IGN TYPE P,A~'L&N D EQUIPMENT ANTENNAS IN CUPOLA ANTENNA SCHEDULE, B.O.M. & ROUTING SCHEMATIC ~ DESIGN CRITERIA ELECTRICAL DESIGN AND SHALL COORD'NATE THE 1-- 8Y CODE CONNECTIONS TO COMMUNICATION CABINETS AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLED CONDUCTORS IN FLEXIBLE METALLIC CONDUIT, MAXIMUM 5' IN LENGTH. MINIMUM EMT SIZE TO BE 3/4". 27245 MAIN ROAD L1-13807C ~W~ND EOUIPMENT ~ GROUND ~OD ANTENN~ IN CU~ GENE~L ELECTRIC NOTES & SYMBO~ E-1 2 ' .~ '5~x, / '""" ..... '"'""' ~ N~ TLECO LiNE TO ~C ~[O~ NO. 07-7f99 '%~( - ~% ~2 AWD NOiLD r NNEO COPPER (1~ 2" ROS TELCO CONDUIT% ~ T-~OBILE E~UIPMENT e~ ~ ~GROUND WIRE TO NEW MQB WITH (2) BELDEN /¢ ~$ 1/4' CONDUIT WiTH (2) ~1 DC CABLES BETWEEN ~ / 1/4" Rog ELECTRICAL CONDUITS BIS RISER DIAGRAM //~ SCALE: NOT TO SCALE ', ', · -Mobile ~,~ x,,~,, ~ Northeast LLC " 27245 MAIN ROAD ~ {I ~ L1-13807C ~ ~ND EOUIPMENT A~ENN~ IN CUPO~ SERVICE P~N, RISER DIAG~M & REFLECTED CEILING P~N SERVICE PLAN ~.~ TO ~TC. EXI~ING BUILDING mN ~ ~c*~: ~"=~o' o" .ESPECTS. NO~TH E-~ 2 Nb GROUNDING KEY NOTES G ~2 AWG STRANDED TINNED COPPER WIRE FROM EACH BOOSTER CABINET GROUND BAR TO EON ~~;1~ ~ . I! (MULTIPLE LEADS REQUIRED SEE PLAN FOR LOCATIONS,) ~ ~ ~ ~ ~ ~ k ~ ~ L~ J~ ~ ~ ~2 AWG SOLID TINNED COPPER WIRE FROM METER GROUND BAR TO EGR x ~~ ~ ~ ~ '2 AWG SOLID TINNED COPPER WIRE FROM VERIZON TRANSECTOR GROUND BAR ,O ~GR. · ..Mobile. X (~' PANEL ANTENNA (SEE ANTENNA SCHEDULE Northeast LLC ~ CTyp. ~ '~/ ~ANTENNA COAXIAL CABLES ~ ~ / ~ 27245 MAIN ROAD ~ ~ . TYP. NOTE ~ CUTCHOGUE, NY 11935 5 ~ % ~/ % ~ GROUNDING METHODOLOGY FOR ~P ~ ~ ~ ~ ARCHITECTURAL DRAWINGS FOR SPECIFIC ANTENNA MOUNTING. ~W~NDEQUIPMENT TYP T ~ ~ GROUNDING AT CUPOLA ~ ~ ~ AN ENNA COAXIAL CABLE TO EQUIPMENT GROUNDING COMMUNICATION EQUIPMENT PLAN, NOTES, A DETAILS SCALE: 5/16"=1'-0" ~ COPPER GROUND ROD IN TEST WELL ADDITIONAL INFORMATION NORTH SCALE: NO SCALE ~ 2 TYP oUPPBRT A"qF I~ I'rP RURR ~ I T'fl' . , ~ OF~OUNDIF, O [ S~}i J~.WP // -JELLs "X 'C ) I ' TYP X ' ALL GROUND'NC CHALk COMPLY WITH THE MOS' RECENT 8 $'1 BEN,PS CJRVL% AND SPLICE[ CUNDUSTDRS OLT, IT~~ SEE CABINET MSNUFACTL'RER'S DRAWINGS AN9 /SECT '8' CABal SL'3 b .A31L 5 SEE DROUNDIND ¢~HEMAFk. FOR ANTENNA GROUNDING L 6 AtL CONNECTIONS ARE TO BE MADE TO BARE METAL ~ ~ THOROUOBLY PREPARE CONTACT SURFACES TO ENSURE A AND EVERY (12) MONTHS FHERFAFTER GROUNDING SCHEMATIC s~[ s,[[* [-z [o* ~; .!" ~ ~~1'~ ~ ~ .~ JUMPER FROM BETWEEN ~~ ~ ER ~, ~,UMPER CABLE~CONNECTORS ~O0AXIA, CABLE ~.,..,~,~oo,,,o · · -Mobile- I KIT (TAPE,BUTYL Northeast ELL ~ v' , ~ SCOTC, COX) ~' ~ CONNECTORS ( v GREAT RIVER, NY 11739 ~2"~1" ~ %2'1" 3 STD CABLEWAVE er ~ .... _~ ~ NOTE: ' ~ GROUND KIT ~ ~- ~ C q q ¢ / A/. ~ SMITHTO~N, N.Y. 11787 "'~/~//~ ~ VERTICAL CONNECTIONS SHOULD BE (TYP) '~ ~ 2 BROOKSITE DRIVE TAPED FROM THE BOSOM UP TO /~ BUTYL TAPE (ALSO CALLED MASTIC OR MOVE WATER AWAY FROM CABLE [~ LI-13-ZI7-E ~P3 TAFFY TAPE) CONNECTION. GROUND WIRE TO BE ~ ~ ~ ~ / D~ON SOLID TINNED EQUIPMENT IN 8~EMENT AND ...... GROUND BAR ANTENN~ IN EUPO~ ON ROO~OP TAPE (3 LAYERS IN q 1/2" TAPE, ELECTRICAL TAPE, VAPOR SEAL (BUTYL ~ ~- ¢ NOT~: GROUNDING SCHEMATIC ~P4 AND ~ ~YERS 3/4" TAPE, ALL TAPE TAPE), THREE LAYERS OF ELECTRICAL COAXIAL DO NOT INSTALL DROUND KIT AT WITH MINIMUM 50% OVER.P) COAT TAPE AND SCOTCH COAT BETWEEN ANTENNA JUMPER CABLE A BEND ANb ALWAYS DIRECT ~ GROUNDING DETAILS WITH 3M SCOTCH COAT. AND ETS JUMPERS FROM ETS GROUND WIRE DOWN TO CIGBE ANTENNA CABLE WATERPROOFING DETAIL ~ CABLE GROUNDING KIT DETAILS b )TYPICAL GROUND BAR DETAIL SCALE: 1 1/2" = 1' 0" KEY NOTES: (2) WALL MOUNTING BRAGKET (4) b/8 II X i H H C S BO-TS (4) 5/S L3CK WASHERS NOTE; FOR TWO HO~E LUGS W/SPACING OTHER THAN fHL PRE--DRILLED, CONTRACTOR SHALL GRILL THE BAR IN THE FIELO FULL SIZE BOLTS SHAtl BE USED TO ADACH LUGS TO THE GROUND DAR O O O 0 0 O 0 O O (~) GROUND DAR(S) .... MAIN GROUNDING CONDUCTOR(S) WILLIAM F. COLLIN~ Al A R C H I T E C T ~ LL WFC PROJECT NO. 07-7199 (~ TYPICAL CONDUIT GROUNDING DETAIL SCALE: NO SCALE CONDUIT (TYP) p~~ O Z/GEDNDY GROUND CLAM (I~(PE CC TYP) #6 AWG INSULATED GREEN GROUND WIRE TO HALO GROUND RING · ']:. iMobile. Northeast LLC 5500 SUNRISE HWY. SUITE D-205 SITE INFORMATION 27245 MAIN ROAD CUTCHOGUE, NY f 1935 LI- I3807C DESIGN TYPE RAWLAND EQUIPMENT ANTENNAS IN CUPOLA GROUNDING DETAILS i z (~ 1 ':, ELECTRICAL LINE DIAGRAM * APPENDIX A: INSTALLATION MOP NCC NETWORK OPERATING CENTER %__ 4 RUN MINIMUM 1" EMT FROM THE BATTERY CABINET TO EACH CEC AT THE SITE. DISCONNECTS ~ 7 THE DC WIRING FROM ALL CEC'% TO THE BATTERY CABINET %HOULD BE SIZED PER NEC CODE AC DI,TR,BUT,ON __ 9 LABEL THE ~6 BATTERY LEADS AT BOTH ENDS FOR EACH LOAD (1.2 AND 3) ~ ': 13 TERMINATE THE CABLES. WITH THE APPROPRIATE LUGS. tO THE EXISTING BATTERY TERMINALS. CONNECTIONS MASTER a 27245 MAIN ROAD 15 POWER UP THE BAKERY CABINET AT THE SDPP BREAKER, THEN ENGAGE THE AC AND DC BREAKERS ON THE INSIDE / ~ , , CUTCHOGUE, NY 11935 OF THE BATTERY CABINET ,7 OPEN OR TURN OFF THE MAIN AC BREAKER IN THE BATTERY CABINET CONNECTIONS ~ 19 TURN OFF ALL AC AND DC BREAKERS IN THE BATTERY CABINET / ~NDEOUIPMENT 20 TERMINATE THE DC LEADS FROM THE CEC'S AT LOAD 1.2 AND 5 RESPECTIVELY/ ANTEN~INEUPO~ 21 TURN ALL AC BREAKERS BACK ON INSIDE THE BATTER~ CABINET. CABLE ENTRY PLATE 4 22 MAKE SURE THE AIR CONDITIONING BECOMES OPERATIONAL WITHIN THE BATTERY CABINET P~CE (1 PER SIDE) 24 TURN OFF THE POWER AT THE SDPP. AND CHECK TO SEE IF THE CEC REMAINS ENERGIZED. E/EETRI~L DETAI~ ~ ~.~ ~ s~ ~ow~ e*c~ o~.~ BAKERY BACKUP ELECTRICAL DETAILS 28 CLOSE ALL CABINETS AND LOCK APPROPRIATELY SCALE: 1/2"=1' 0" 2 LAND NOW OR FORMERLY OF ALAN CARDINALE MAP OF HIGHLAND ESTATES FILED 4/26/1977, ~LE No. 6537. LOT 39 52.4.7,20" E 51.12' ,.~'"~ MAP N ~-'~ ~ LINE STORy I I S 45'67'10" W MAIN ROAD (¢R~NPORT ROAD) 124. 70 0 FOUND / / OH-- · CONCRETE CURB DROP CURB WALL EDGE OF PAVEMENT OVERHEAD WIRES ELECTRIC CONTROL BOX TELEPHONE CONTROL BOX WELL CATCH BASIN DRAINAGE INLET / STRUCTURE 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE AND IS NOT INTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. 2. THIS SURVEY WAS PREPARED W~THOUT BENEFIT OF A TITLE REPORT AND THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. 3. EASEMENTS, RIGHTS--OF--WAY OF RECORD, iF ANY, ARE NOT SHOWN. ~ROPEBTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVE'~ B. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF TH~S SURVEY. 6. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GU/DE IN THE EREC]]ON OF FENCES, RETA~NING WALLS, POOLS, PATIOS, PLANT~NG AREAS, ADDITIONS TO BUILDINGS OR ANY' OTHER CONSTRUCTION, 7. PART OF PROPERTY APPEARS ON THE MAP OF HIGHLAND ESTATES, FILED 4/26/1977, FiLE No. 6537. 8. LOT AREA = 39.725 SQ. FT. OR 0.91 ACRES. 5K~ PR j Ch.d,J~ ~ WJB Barreff Civil Engineers Surveyors Planners Bonacci & Vcin ~L/.~,~I~, pc TaxMap: DIS'~RICT 1000 SECTION 109 BLOCK2 LOT 17.1 PROPERTY CUTCHOGUE BOUNDARY SURVEY AUGUST ~0, 2007 A070628 1 of 1 :James Northeast LLC 3500 SUNRISE HIGHWAY GREAT RIVER, NY 11739 [THE PI?ESB EI IAN CHURCH OF CUTCHOGUEJ 27245 MAIN I?D.. CUTCHOGUE. NY I I . Lad?e~ Nlort~ Fcrk ' NORTH PAUL La PASOTA MARIANA NEITO DISTRICT: 1000 SECTION: 109 BLOCK: 2 LOT: 17.1 LATITUDE: N 41' 00' 31" ZONING: R40 (RESIDENTIAL LOW-DENSITY) LONGITUDE: W 72' 29' 15" NAD: 85 AMSL: 20' LOCATION OF EQUIPMENT: EQUIPMENT SQUARE FOOTAGE: RAWLAND EQUIPMENT, ANrF, NNAS IN STEEPLE 400 SQ.FT.~ EQUIPMENT: ANTENNA: (2) S18020 CABINETS, (2) BOOSTER CABINETS, (1) BATFERY CABINET, (1) UMTS CABINET AND (1) PPC CABINET (8) ANDREW: TMBXX-6516-R2M PROPERTY CONTACT: BUILDING OWNER: UTILITY CONTACT: APPLICANT: TOM WlCKNAM (651) 765-5454 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAIN ROAD, CUTCHOGUE, NY 11935 (631) 548-7042 LIPA T-MOBILE NORTHEAST LLC T-MOBILE NORTHEAST LLC PROJECT MANAGER: RF ENGINEER: 3500 SUNRISE HWY, SUITE D-203, GREAT RIVER, N.Y. 11739 PAUL LAPASOTA (631) 224-6651 MARIANA NEITO (651) 224-6600 lO/15/o8 TITLE SHEET 01/06/10 VICINITY PLAN 10/15/08 01/06/10 SITE PLAN 10/13/08 01/06/10 EQUIPMENT PLAN, ANTENNA BETAILS, ~PICAL BATTERY, ECQUIPMENT CABINET BETAILS AND PLANTING BETAIL 10/15/08 01/06/10 RORTHWEST AND SOUTHEAST ELEVATIONS 10/15/08 01/06/10 10/13/08 01/06/10 ~AST AND SOUTHWEST ELEVATIONS NORTH HOWARD LEGER LEGER WILLIAM F. COLLINS, AIA ARC H I T E C T S, LLP 12-1 TECHNOI.OO%' DRIVE :¢l~lAUt~r, NY 11733 VOICE : 631-689-lg~0 FAX: 631--689-1959 http://www.wfcaia.com CONSU~TA~D R~V]SION NS PER ATTORNEY COMMENTS PER ATTORNEY COMMENTS SSUED FOR SHPO REVIEW SSUED FOR REVIEW SSUED FOR REVIEW 10/13/08 FOR REVIEW FOR FLUNG 11/10/08 FOR REVIEW FOR REVIEW 11/10/08 FOR FILING FOR REVIEW FOR FILING FLUNG FOR REVIEW PLAN: ARP-A OF WORK--- · ~.- .Mobile- Northeast LLC 5500 SUNRISE HWY, SUITE 0-205 GREAT RIVER, NY 11759 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAIN ROAD CUTCHOGLE, NY 11935 LH3-SO7-C TITLE SHEET 07-719" A~ NQTED 1 OF 6 ~ . / 1-~ORY RESIDENCE N ~I~NG WOOD.ND- ~ 2-~0~ RESIDENCE / / ~ ~ -~ ~ ~ ~ 2 11110108 AS PER ATTORNEY COMMENTS ~' / ~ ~ ' ~0~0 ~ ~ ' '~X V X ~ ~T ~ ~2;~- ~ 4 12/16/08 AS PER ATTORNEY COMMENTS , / 9 11/19/09 ISSUED FOR 8HPO REVIEW 10 12/30/09 ISSUED FOR REVIEW RESIDENCE ~1~1~8 FOR REVIEW HI~810t FOR FLUNG / ~ ~1~1~8 FOR REVIEW ~l~l~t FOR REVIEW ~ ~ / / I21%IOB FOR FILING X , 0 ~ j ~, ~ 04~29~09 FOR FILING 10/15/09 FOR REVIEW / ORY k RESIDENCE XI-~O~ RESIDE / S ~ / / ............ ~ ~ R~IBENCE X / 1~O~ ~~ ~ ~ 3500 SUNRISE HWY, SUITE D-203 /' ' ~ : -' ~ ' . ~ ~~i ' '- ~ THE PRESBYTERIAN CHURCH ,-~o~ ~~ ~ __ ~ OF CUTCHOGUE RESIDENCE ~ S ~ ~-~o~ ~ ~ 27245 MAIN ~AD ~ RESIDENCE ~ ~ ~ ~ ~ ~ CUTCHOGUE. ~ 11~35 ~ VICINITY PLAN ~NFORMATION SHOWN HEREIN IS BASED UPON A SURV~ PREPARED BY: BARRY, BONACCI ] ~ AS NOTED AND VANWEELE CIVIL ENGINEERS, SURV~ORS, P~NNERS ,175A COMMERCE D~VE HAUPPAUGE NY 11788 PHONE: (631) 455-1111 JOB NO. A070628 BATED AMGUST ~0, 0 ~5' 70' 140' ~ CT INFORMATION SHOWN HEREIN IS BASED UPON A TAX MAP PREPARED BY COU~ OF NM ~ L SUFFOLK, R~L PROPER~ TAX SERVICE AGENCY, COUN~ CENTER, RIVERH~B, NY 11901. 1"=70' - VICINI PLAN O*T~. ,UNE 5TH. 2O07 NORTH [ ~.~,.uo.. SCALE: 1"=70'-0" ~~ 20F6 SITE PLAN ~ 1 "=20'-0" LEGEND ~o" \ \ \\ \ .q % % X \ 00' ,,, L~39.27' / / ;ECTOR 'B~ [90' FACILITY NOTES CONCRETE CURB DROP CURB WALL EDGE OF PAVEMENT WIRE FENCE STOCKADE FENCE PICKer FENCE CONCRETE TREE LINE HEDGE TREE MONUMENT DRAINAGE INLET / STRUCTURE DRAINAGE INLET / STRUCTURE SIGN LIGHT POLE STRUCTURE - DRAINAGE ELECTRIC CONTROL BOX TELEPHONE CONTROL BOX WATER VALVE FIRE HYDRANT TOP / BOTTOM OF CURB SPOT ELEVATION A) PROPOSED FEATURES LABELED AS SUCH; ALL ELSE EXISTING OR FUTURE BY OTHERS· B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE PURPOSES', THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS, DUST, ODORS OR TRAFFIC. C) NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS IS AN UNMANNED SITE. D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED USE, AS THIS IS AN UNMANNED SITE. E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED USE. F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS, NOR SPECIAL LIGHTING FOR THE PROPOSEB SITE. G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING OF THE SUBJECT SITE, H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH CHAPTER 27 OF THE BUILDING CODE OF NEW YORK STATE AND NFPA 70, FOR ELECTRICAL WORK AND GROUNDING. I) THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL INCORPORATE CONSIDERATION OF rCING. FURTHER, THE STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, CHAPTER 19 AND SECTION 5108 OF THE BUILDING CODE OF NEW YORK STATE. NOTE: INFORMATION SHOWN HEREIN iS BASED UPON A SURVEY PREPARED BY: BARRETT, BONACCl AND VANWEELE CIVIL ENGINEERS, SURVEYORS, PLANNERS ,175A COMMERCE DRIVE HAUPPAUGE NY 11788 PHONE: (631) 435-1111 JOB NO. A070628 DATED AUGUST 50, 2007 PROPER~ LINE EXrSTING WOOD FENCE PROPOSED T-MOBILE EQUIPMENT AREA, SEE 1/SP-5 FOR MORE INFORMATION PROPOSED CABLE TRAY TO ROUTE ANTENNAS UP INTO EXISTING ATrIC AND TO PROPOSED ANTENNAS EXISTING CHURCH BUILDING REMOVE AREAS OF EXISTING CHURCH STEEPLE FOR ANTENNA INSTALLATION AS REQUIRED. REMOVAL ~IATERIALS TO BE REPLACED WITH PROPOSED RF COMPATIBLE CONCEAI. MENT TO MATCH EXISTING STEEPLE IN ALL RESPECTS. SEE ELEVATIONS SP-4 & SP-5 FOR ADDmONAL INFORMATION. (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITHIN EXI$TING CHURCH S3EEPLE. (TYP. 2 PER SECTOR) SEE DETAIL 2/SP-3. 0 10' 20' 40' 1"=20' NORTH WILLIAM E COLLINS, AIA ARC H I T E C T S~ LLP 12-1 ~-C~-INO[~3GY DRWE SETAUK~i; NY VOICE : 6~1-6~84~0 FAX: http://www.wfeaia.com C~L]LTANT:. R~V~SION AS PER ATTORNEY COMMENTS AS PER ATTORNEY COMMENTS SSUED FOR SHPO REVIEW ISSUED FOR REVIEW SSUED FOR REVIEW 8SUED FOR FILING FOR REVIEW 11/10/08 FOR REVIEW 11/10/08 FOR FILING 12/16/08 FOR 9EVIEW 12/16/08 FOR FILING FOR RILING FOR REVIEW KEy PI. AN: FOR FILING :OR REVIEW AREA. OF WORK-- T.. -Mobile. Northeast LLC 8500 SUNRISE HWY. SUITE D-205 GREAT RIVER, NY 11759 'lilLE: THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAH ROAD CtJ'rCHOC,q.E, NY 11~35 L1-13-807-C ~ITE PLAN ~A"t~ ~ NO.= 10/08/08 07-7199 DRAW~fG' NO.: o Sp2_ NM 3 OF6 AS NOTED DRAWN BY: C~IF~.K m~ BY: St~d~l' NO.: (12) PROPOSED ARBORVrTAE ADJACENT TO ~ PROPOSED EQUIPMENT AREA, SEE DETAIL J ~ "*,~.. r 8' ~ ,~ 1'-0' ANTENNA I -~ I~ MECHANICAL INFO -HART NO.: TMSXX-6518-R2H -MAX. WIND AREA: 2,9 SQ.ET, --t-,45' DUAL SAND QUAD ANTENNA -MAX. WIND LOAD /@1OOMPH/: 164 LBF REMOTE CONTROL ANTENNA SYSTEM -HARDWARE MATERIAL: HOT DIPPED GALVANIZED ~,,~.-~ i -CONNECTOR TYPE: 7-16 DIN, FEMALE fF '~ "N~'~ I i -COLOR: OFF WHITE SUP~R¥'~_'~.. ~'L~A ~ '"' ~O-NONN~N.~ ~ N.~,PRO ~ / EXISTING WOOD PICKET FENCE .11 PROPERTY LINE i PR PA %~ TOP VIEW SIDE VfEW REAR VIEW HRONT VIEW ~' ~ ANTENNA DETAILS ON · ~R "%..'~,~ ~-- NORTEL S18020 EQUIPMENT CABINET SUPPLIED EQ MOUNTED IN FRONT OF PROPOSED EQUIPMENT PAD. ~4)% ~-%% \ BY CARRIER, INSTALLED BY CONTRACTOR. T- % ~o (2) ~n -- PLAN ,' BATI'ERY PLINTH / - -- PLAN ~ EOUIPMENT CAB. NOTE: ' (2) EQUIPMENT CAB[NETS TO SE NORTEL S18020 SUPPLIEB BY I NOTE: ~ T-MOBILE, AND INSTALLED BY CONTRACTOR. REFER TO CABINET (2) BATTERY PLINTHS TO SE NORTEL S18000BP MANUFACTURER SPECtFICATIONS AND DRAWINGS FOR MORE INFORMATION, ) SUPPLIED BY T-MOBILE AND INSTALLED BY CONTRACTOR. REFER TO CABINET MANUFACTURER SpFOIFICATIIONS FOR NORTEL S18020: ~ I SPECIFICATrONS AND DRAWINGS FOR MORE 59-5/64" TALL x 53-1/64" WIDE x 28-15/16" DEEP ~'~ ; INFORMATION. I CELL CAPACITY: 12 TRX CALLS PER UNIT , WEIGHT: 1111,4.28 LBS ( ) ~. i SPECIFICATIONS FOR NORTEL S18000BP: ELECTRIC REQUIRED: 208-2,40 VAC 4-10%, FREQUENCY ,45-65 Hz ~:~ I 19" HIGH x 55" WIDE x 44" DEEP I BAT-ERY CAPACITY: 170 Ah TO ,540 Ah h in HVAC CAPACITY: 190 WATTS-COOLING & 250 W Irl~ I / [I HEATING /--NEW ~PS UNIP BY NAIS " / ~ ,,I WE,GNT: ~22 LSS (2~ LBB W,THOUT BA~ER,ES/~/MODE'- V,C-IO0 ~ ~ ,, ;,, ATTAO,ED TO STS H ii ~_ . CABINET, COORDINATE ~ ,I , 'NX EXACT LOCATION WITH '- ,~ % ]1 / "- GPS L ADAPTER LE ~--~ EQUIPMENT CAB "" ' PLAN' .' INSTALL MOUNTING ' ~ ' ~'- \ / ANCHORS PROVIDED BY NEW REINFORCED POURED CONCRETE S ~' \ / ~. ~ ON GRADE, SEE POURED CONCRETE / ~ / ~' \ / INSTALLER INTO (4) I \ / MOUN~flND HOLES ~ k.~./ EQUIPMENT PAD DETAIL.~ k.~.,// ~! ~ ~ ~~ DRILLED, USING BASE TEMPLATE TYP BA'I-I'ERY CABINET DETAILS~SECURE NEW T-MOBtLE BAT[ERY CABINET TO --/ I==== ,~ ~ ~ = ~:~== == ASA ] I NEW CONCRETE PAD WITH 3/4 S/S RODS / ~'~ ~ ~ ~ '::::= ':=:: CABLE: COVER SCALE: "=~ '-0" sET IN NILTI SIT SY-150 CHEMICAL ANCHORS. ~ ~55~ ~:~ M,N,MUM >~/2" EMSEDMENT. (TYP'.~ :::,~ ~ ,.-=======,== ..... ==,==== NEW 6' TALL (MINIMUM) AMERICAN ,. [; ] , ~ uiE~ ARBORVITAE EVERGREEN TREES PLANTED /~ ,/9"r~ PH~FP .nqF AUn 19 ~A nan/ \^aPF I: @ 5' O' OC TO BE PLUMB AS SHOWN '/ ................................ -, -.. - ........ /~ / / PROVIDE TURN BUCKLES (5) OR TWIST ADJUSTMENT. PERIOD OF ONE YEAR)~ % 7),'""' ~ % -- I , ~ //\ r--CEDAR BARK CHIPS (,V.I.F.) OR EQUIVALENT '~ (5) CEDAR STAKES DRIVEN AND ~ 4 /k% / 0 FROM TREE~ //"~, k,,,~ / / (5) POUNDS PER YARD. WATER '- ": , . ' '. ~ T~_R(~(~~~APL~NpT2N~Ij~~ %T// ................. ~ N~W :~,,NFOR~:D POURED CON, CRETE SLAB NOTE' % / _./ I '~ ~ EART, LINE ON TRE~- ~RUNK. o G DE.S POURE~Dcoc E SLAS PRUNED I~ ~.' III ~__~ SECURE NEW m-MOBILE S18000BP BAWERY PLINTH TO NEW CONCRETE HAG W,TS 1/2" DROH ,N WEDGE ANGNOR / ACCEPTED ~ ~ (TYP.) o 4" T LOCATION WITH )BILE RF ENGINEER. L ADAPTER ;~(ET AND GASKET. :IAL DPS NINA CABLE ~LL MOUNTING · ~ORS PROVIDED BY ,,- ~LLER INTO (4) I qTrlND HOLES _ED, USING BASE , TEMPLATE 1 E: COVER 1 WILLIAM E COLLINS, AIA AR C H I T E C T S, LLP 12-1 "~OLOGY DRIVE SETAUKEr, NY VOICE: 631--689-8450 FAX: (r31-6Sg-8459 http://www.wfcaia.eom DATE ltEV~ON 11/10/08 AS PER ATTORNEY COMMENTS 12/16/08 AS PER ATTORNEY COMMENTS 11/19/09 ISSUED FOR SHPO REVIEW 12/30/09 ISSUED FOR REVIEW 01/06/10 ISSUED FOR REVIEW 01/06/10 FOR FILING DATE ISL~UF_A) TO ~LTED TO 10/13/38 FOR REVIEW FOR FILING 11/10/08 FOR REVIEW FOR REVIEW 11/10/08 FOR FILING FOR REVIEW 12/16/08 FOR FILING FOR FILING 10/15/09 FOR REVIEW · T-- .Mobile. Northeast LLC S500 SUNRISE HWY. SUITE D-203 GREAT RIVER, NY 11739 THE PRESBYTERIAN CHURCH OF CUTCHOC-UE 27245 MAIN I;~3AD CUTCHOGUE, NY 11935 LH3-807-C EQUIPMENT PLAN, ANTENNA DETAILS, TYPICAL BATTERY, EQUIPMENT CABII~ET DETALS AND PLANTING DETAL DATE: 10/08/08 AS NOTED PRO~ NO.: 07-7199 DRAWING NO.: CT ,. SP-3 4 OF 6 (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITHIN W ! L L I A M F, C 0 L L EXISTING CHURCH STEEPLE. (TYP. 2 PER SECTOR)SEE ,&- E C ["[ [ T E C T S, [., L P DETAIL 2/SP-3. / HATCHED AREA INDICATES PORTION Of ¥OIC]~: 63]-689-8450 FAX: 63t'-~]~-8459 STEEPLE TO BE MODIFIED TO / I~ t t p: / / w w w. w f c · J · o c o m ±65'-0 ASL ACCOMODATE PROPOSED ANTENNA / ±65'-0 AGL T.O. OF EXISTING STEEPLE I~ T.O. OF EXISTING ST£EPLE I~ ._ INSTALLATION AS REQUIRED, REMOVAL ~ / MATERIALS TO BE REPLACED WITH I / PROPOSED RF COMPATIBLE A / CO.CEALME.TTO MATCH E×.ST.NG ,, -- (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITHIN ~_~/ 7/F,j~ ~¢.,-,~. ~i , /i,.. EXISTING CHURCH STEEPLE. (TYP. 2 PER SECTOR) SEE ~ OF STEEPLE TO BE ~ I~! { HATCHED AREA INDICATES PORTION MODIFIED TO ACCOMODATE PROPOSED ANTENNA INSTALLATION '""1 I i~ ~ ±54'-~" AGL ,~, o ±5~ AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WITH l/ H II a. '~' PROPOSED RF COMPATIBLE ~-C-H- I~i~'ING ~, [/~ ~ o ¢- OF PROPOSED T-MOBILE ANTENNAS ~ ~. OF PROPOSED T-MOBI~' ANTENNAS '~ S EPLE ,. RESPECt. ' PROPOSED ANTENNA CABLES ROUTED UP THROUGH /~ ~t-~' ' ~ ~ EXISTING CHURCH BUILDING ATrC INTO STEEPLE I: Q~!i ~ ~ ~ ~1 ~ NO. DATE ~ ~- ~ ¢, OF PROPOSED T-MOBILE ANTENNAS '-F ~- ~. Of PROPOSED T-MOBILE ANTENNAS PROPOSED T-MOBILE CABLE TRAY MOUNTED TO ~ ~}~- ~{i ~ ~_ 4 12/%/98 AS PER ATTORNEY COMMENTS EAST SIDE OF CHURCH BUILDING. PROPOSED ~ : ~,~ ~,~' ', , ~- 9 11/~9/09 ISSUED FO[~ SHPO REVIEW CABLE TRAY TO BE PAINTED TO MATCH ~ /%,/~ ~ - ~ ~ lO ~2/30/09 ISSUE[} FOR REVIEW APPEARANCE OF EXISTING EXTERIOR BUILDING ~ ~<~ ~/ ~1 U~/US/IO ISSUED FOR REVIEW WALL ~ % ~ EXISTING C~URCH STEEPLE ~~\ ~ OVO~/~S ISSUED ~0~ (12) PROPOSED ARBO~ ADJACENT ~ ~ ~ TO PROPOSED EQUIPME~ AR~. SEE ~ ~ ~ ~ ~ PROPOSED ~RIZON / / T~SECTOR BOX / /~ MOUN~D TO / / PROPOSED UNIS~ / ~ ~ ~ T.O. PROPOSED* -- I ''Moe. ~ ~ _ ~ T-MOBILE EQUIPME~ T-MOBILE EQUIPMENT ~or~h~ LLC ~ ~ ~ X X - (2) PROPOSED T-MOBILE EOUIPME~ ~BINm ATOP THE PRESBYTERIAN CHURCH ~ ~ % ~ PROPOSED CONCRm PAD. SEE D~NL 5/SP-3 OF CUTCHOGUE ~ ~ ~ % PROPOSED E~IC M~ER / DISCONNECT ~ITOH ~ ~ ~ ~ PANEL MOUN~D TO PROPOSED UNI~RUT ~CK 272~ MA" ~AD ~ ~ ~ (1) PROPOSED T-MOBI~ ~IIL~ ~BIN~ ATOP t · t PROPOSED CONCR~ PAD. SEE D~AIL 3/SP-3 ~UE, NY 11935 L1-~3-807~ ~ ~ ~ (1) PROPOSED T-MOBILE PPC C~IN~ MOUN~D ATOP ~ ~ I I ~ ~ PROPOSED CONCR~E PAD ~ ~ (1) PROPOSED T-MOBI~ UU~ CABtN~ MOUSED ATOP~ ~ PROPOSED T-MOBI~ EQUIPME~ AR~ B~OND NORTHWEST PROPOSED CONCR~E PAD ~ PROPOSED T-MOBILE CAB~ ~Y MOU~D TO ~ SIDE OF CHURCH ~AST ~VA~S PROPOSED 6'-0' HIGH WHi~ VI~L ~NCE W~ (2) 21'-6' ~ BUI~ING. PROPOSED ~LE T~Y TO BE PAleD TO ~TCH APP~NCE SLIDING ~TES IN FRONT OF PROPOSED CONCR~E P~. ~ OF EXI~NG ~RIOR BUILDING WA~ PROPOSED A~ENNA ~S ROUTED UP ~ROUGH ~I~NG ~ CT SOUTHEAST ELEVATION NORTHWEST ELEVATIONSCALE: 3/1 6"=1' 0" SOF~ SCALE: 5/1 6"=1 '-0" EXISTING CHURCH STEEPLE ~ :i65'-0 AGL l/ T,O, OF EXISTING STEEPLE "'F~ OF PROPOI '~ OF PROPOSED ~. OF PROPOSED T-MOBILE ANTENNAS T-MOBILE ANTENNAS (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITHIN EXISTING CHURCH STEEPLE. (3YP. 2 PER SECTOR) SEE DETAIL 2/SP-3. HATCHED AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMODATE PROPOSED ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WITH PROPOSED RF COMPATIBLE CONCEALMENT TO MATCH EXISTING STEEPLE IN ALL RESPECTS. PROPOSED ANTENNA CABLES ROUTED UP THROUGH EXISTING CHURCH BUILDING ATIIC INTO STEEPLE PROPOSED T-MOBILE CABLE TRAY MOUNTED TO EAST SIDE OF CHURCH BUILDING. PROPOSED CABLE TRAY TO BE PAINTED TO MATCH APPEARANCE OF EXISTING EXq'ERIOR BUILDING WALL PROPOSED DARK SKY COMPLIANT LIGHT ATOP PROPOSED CONCRETE PAD (1) PROPOSED T-MOBILE BATrERY CABINET ATOP PROPOSED CONCRETE PAD. SEE DETAIL 3/SP-3 (1) PROPOSED UM'FS CABINET ATOP PROPOSED CONCEuE PAD (1) PROPOSED GPS UNIT MOUNTED TO PROPOSED T-MOBILE EQUIPMENT CABINET. SEE DETAIL 5/SP-3 (2) PROPOSED BOOSTER CABINETS ATOP PROPOSED CONCRETE PAD (2) PROPOSED T-MOBILE EQUIPMENT CABINETS ATOP PROPOSED CONCRETE PAD. SEE DETNL 5/SP-3 NORTHEAST ELEVATION EXISTING WOOD RAMP WITH HANDRAILS (2) PROPOSED BOOSTER CABINETS ATOP PROPOSED CONCRETE PAD (2) PROPOSED T-MOBILE EQUIPMENT CABINETS ATOP PROPOSED CONCRuE PAD. SEE DETAIL 5/SP-3 PROPOSED 6'-0" HIGH WHITE VINYL FENCE WITH (2) 21'-6" SLIDING GATES IN FRONT OF PROPOSED CONCRETE PAD. (1) PROPOSED T-MOB[E B~.¢Y CABINET ATOP PROPOSED CONCRE'E PAD (BEYOND). SEE DETAIL 3/SP-3 PROPOSED DARK SKY COMPLIANT LIGHT ATOP PROPOSED CONCRetE PAD (1) PROPOSED PPC CABINET ATOP PROPOSED CONCRETE PAD PROPOSED SLIDING GATE PROPOSED ELECTRIC METER / DISCONNECT PANEL MOUNTED TO PROPOSED UNISTRUT PROPOSED 6'-0' HIGH WHITE VINYL FENCE TO SCREEN PROPOSED MUiR / DISCONNECT PANEL & VERIZON TRANSECTOR CABINET. ~ PROPOSED VERIZON TRANSECTOR BOX MOUNTED TO PROPOSED UNISTRUT RACK ~ (12) PROPOSED ARBORVITAE ADJACENT TO PROPOSED EQUIPMENT AREA, SEE DETAIL r SOUTHWEST ELEVATION SCALE: 1/16"=1 '-0" PROPOSED ELECTRIC Muir / DISCONNECT SWITCH PANEL MOUNTED TO PROPOSED UNISII~UT RACK PROPOSED VERIZON TRANSECTOR SOX MOUNTED TO PROPOSED UNISTRUT RACK · 6'-10' AGLaI~ T.O. PROPOSED~F T-MOBILE EQUIPMENT 0'-0" GRADE "? -- (12) PROPOSED ARBORVITAE ADJACENT TO PROPOSED EQUIPMENT AREA, SEE DETAIL 4/sP-3 PROPOSED 6'-¢ HIGH WHITE VINYL FENCE MOUNTED ATOP PROPOSED EQUIPMENT PAD WiTH (2) 2f-6" SMDING GATES MOUNTED IN FRONT OF PROPOSED EQUIPMENT PAD. (1) PROPOSED T-MOBILE PPC CABINET MOUNTED ON PROPOSED CONCRETE pAD EXISTING CHURCH STEEPLE J:65'-0 AG L,,~ T.O. OF EXISTING STEEPLP? -- (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITHIN EXISTING CHURCH STEEPLE. (TYP. 2 PER SECTOR) SEE DETAIL 2/SP-3. 4'54'-4' AGL I~ [ OF PROPOSED T-MOBILE ANTENkL~S 'r ::1:47'-4," AGL ~ ~. OF PROPOSED T-MOBILE ANTENNAS "P' HATCHED AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMODATE PROPOSED ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED wm-I PROPOSED RF COMPATIBLE CONCEALMENT TO MATCH EXISTING STEEPLE IN ALL RESPECTS. PROPOSED ANTENNA CABLES ROUTED UP THROUGH EXISTING CHURCH BUILDING ATTIC INTO STEEPLE T-MOBILE EQUIPMENT GRADE WILLIAM F. COLLINS, AIA ARC H I T E C T S, LLP 1~-1 I'ECI']NOLOO'Y DRIVE ~ETA~, Iffy VOICE : 681-$!~'84..,4) FAX: 6.'9-6Bg-B4:~ http://www.wfcais.com CONS~TANT: Ii~V~ION 11/10/08 AS PER ATTORNEY COMMENTS 12/16/08 AS PER ATTORNEY COMMENTS 11/19/09 ISSUED FOR 8HPO REVIEW 12/30/09 ISSUED FOR REVIEW 01/06/10 ISSUED FOR REVIEW ISSUED FOR FILING ~SSEI~D TO DA'lIE ISSIJI~,L~ TO FOR REVIEW 11/03/09 FILING FOR REVIEW 11/18/09 REVIEW 11/10/08 FOR FILING REVIEW FOR FILING FOR FILING FOR REVIEW · T-- .Mobile- Northeast LLC 5500 SUNRISE HWY. SUITE D-203 GREAT RIVER, NY 11759 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAI',I ROAD CUTCHOC-.-~JE, NY 11935 LH3-807.-C NORTHEAST & SOUTHtNEST ELEVATIONS D~"E~ 10/08/08 AS NOTED DI~V~,I B'D- CT NM 6 OF6 DRAWING NO.: 07-7199 SP-5 Northeast I_LC 3500 SUNRISE HIGHWAY GREAT RIVER, NY 11739 [THE Pf ESBYTEITIAN CHUI CH OF CUTCHO(SUE) 2724 MAIN I D.. CUTCHOGUE. NY I I L~urel PAUL LaPASOTA MARIAHA NEITO ,, DISTRICT: 2 LOT: 17,1 LATITUDE: N 41' 00' 31" , AMSL: 20' NORTH 1000 SECTION: 109 BLOCK: R40 (RESIDENTIAL LOW-DENSITY) LOCATION OF EQUIPMENT: EQUIPMENT SQUARE FOOTAGE: RAWLAND EQUIPMENT, ANTENNAS IN STEEPLE 165 S q.~r.::b EQUIPMENT: ANTENNA: (2) S18020 CABINETS, (2) BOOSTER CABINETS, (1) (1) UMTS CABINET AND (1) PPC CABINET (6) ANDREW: TMBXX-6516-R2M & (1) GPS UNIT PROPERTY CONTACT: BUILDING OWNER: UTI LI~( CONTACT: APPLICANT: TOM WICKHAM (631) 765-5454 THE PRESBYTERIAN CHURCH OF CUTCHODUE 27245 MAIN ROAD, CUTCHOGUE, NY 11935 (651) 548-7042 LIPA T-MOBILE NORTHEAST LLC T-MOBILE NORTHEAST LLC PROJECT MANAGER: RF ENGINEER: 3500 SUNRISE H V(/Y, SUITE D-203, GREAT RIVER, N,Y, 11739 PAUL LAPASOTA (631) 224-6651 MARIANA NBTO (631) 224-6600 TITLE SHEET VICINITY PLAN SITE pLAN AND pLANTING DETAILS EQUIPMENT PLAN, ANTENNA DETAILS, TYPICAL BA1TERY A~ND EQUIPMENT CABINET DETAILS NORTHWEST AND SOUTHEAST ELEVATIONS NORTHEAST AND SOUTHWEST ELEVATIONS DETAILS BATTERY CABINET, 10/13/08 06/08/10 10/13/08 06/08/10 10/13/08 06/08/10 10/13/08 06/08/10 lO/13/o8 o6/o8/lO 10/13/08 06/08/10 06/07/10 06/08/10 APPROVED BY NORTH ~/AYNE SMITH ~(/AYNE SMITH sit~ d~vdol~m~t ep~o~ ofthr~ (3) WILLIAM R COLLINS, AIA ARC H I T E C T S, LLP 12-1 'I'~CI']~OLOOY DRIVE 8ETAUKET, NY 11"/33 VOICE : 6.~.-'689-M50 FAX: 631-689-M59 http://www.wfcaia.com CONSULTANT~. REVISION ISSUED FOR FILING FOR REVIEW ISSUED FOR REVIEW ISSUED FOR FILING PER TOWN COMMENTS ISSUED FOR REVIEW ISSUED FOR FILING ISSUED FOR REVIEW FOR FILING FOR REVIEW FOR FILING 11/10/08 FOR REVIEW -OR REVIEW 11/10/08 FOR FILING FOR REVIEW 12/16/08 FOR FILING FOR FILING 10/15/09 FOR REVIEW AREA OF WORK · T...Mobile,. Northeast LLC 5500 SUNRISE HWY, SUITE D-203 GREAT RIVER, NY 11739 THE PRESBYTERIAN CHURCH OF CUTCHOGUE ,, 27245 MAIN ROAD ,, ,,,., I,,, CUTCHOGUE, NY 11935 , , LH3-807-C 'm,:L,~ JUN 1 I zulu ' TITLE ,SHEET 07-7199 T-1 VICINITY PLAN 2-STORY RESIDENCE \ \ RESIDENCE / / 1 -STORY RESIDENCE R ESIDENC//~ / 1-STORY RESIDENCE ~-- EXISTING / \ / RESIDENCE % / 1--STORY RESIDENC / x x ~ORY 2-~ORY RESIDENCE ~ ~ C~CHOGUE x / ~ ~ X / R~IDENCE 1-~0~ RESIDENCE / N x ~ ~ ~ RESIDENCE ~ -~ORY RESIDE ~ESIDENCE N 2-STORY RESIDENCE \ / 2-STORY \ \ % / \ RESIDENCE \ ... / \ \ RESIDENCE / 2-STORY RESIDENCE \ 2-~ORY ~ ~ R~IDENCE / 1 -~0~ RESIDENCE / 2-~0~ RESIDENCE RESIDENCE X 1-~ORY RESIDENCE 5 / 1-~ORY X ~ ~ ~ / / RESIDENCE NOTE: INFORMATION SHOWN HEREIN IS BASED UPON A SURVEY PREPARED BY: BARRETT, BONACCI AND VANWEELE CIVIL ENGINEERS, SURVEYORS, pLANNERS ,175A COMMERCE DRIVE HAUPPAUGE NY 11788 PHONE: (631) 435-1111 JOB NO. A070628 DATED AUGUST 2007 INFORMATION SHOWN HEREIN IS BASED UPON A TAX MAP PREPARED BY ,COUNTY OF SUFFOLK, REAL PROPERTY TAX SERVICE AGENCY, COUNTY CENTER, R[VERHEAD, NY 11901. DATED JUNE 5TH, 2007 APPROVED BY PLANNING BOAI~D TOWN OF SOUTHOLD 0 35' 70' 140' 1"=70' NORTH WILLIAM F. COLLINS, AIA A R C H I T E C T S, LLP 12-1 TECHNO~ DRIV~ 8E'TAUKET, NY 11'/'33 VOICE : 631-689-8450 FAX: 631-689-8459 http://www.wfcaia.com CONSULTANT: 01/06/10 ISSUED FOR FILING 02/12/10 ISSUED FOR REVIEW 02/19/10 ISSUED FOR REVIEW 02/22/10 ISSUED FOR FILING PER TOWN COMMENTS 05/05/10 ISSUED FOR REVIEW 05/05/10 ISSUED FOR FILING 06/07/10 ISSUED FOR REVIEW 06/08/10 ISSUED FOR FILING DATE ]I~FJ~ TO [~L~Q) TO 10/13/08 FOR REVIEW FOR FILING 11/10/08 FOR REVIEW 11/10/08 FOR FILING 12/16/08 FOR REVIEW 12/16/08 FOR FILING FOR FILING 10/15/09 FOR REVIEW ~ PI~N: FOR REVIEW · T...Mobile- Northeast LLC 3500 SUNRISE HWY. SUITE D-203 GREAT RIVER, NY 11730 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAFI I~AD ,r, ,,,,, i'~-:i/CUTCHOGUE, NY 11935 ,, U-13-807--C ¢IClNITY PLAN PIt(IIF-.C'F NO.: 10/08/08 AS NOTED 07-7199 DRAWING NO.: CI SP-1 2 OF7 RADIO FREQUENCY FIELDS MAY EXCEED FCC UMITS FOR UNCONTROLLED OR GENERAL POPULATION EXPOSURE IN PROXIMITY TO ANTENNA FACE. SEE NO. U-13807C PROVIDE ONE SIGN ON THE DOORWAY TO THE STEEPLE LOCATED AT BALCONY LEVEL OF CHURCH EQUIPMENT ID SIGN T-MOBILE UMITED ACCESS TELECOMMUNICATIONS FAClETY, WHICH PRODUCES RADIO FREQUENCY EMISSION, IS PRESENT WITHIN STEEPLE RADIO FREQUENCY EMISSION RANGE IS 1900-2000 MHz IN CASE OF EMERGENCY CALL T-MOBILE OPERATIONS CENTER AT 1-888-218-6664 24 HOURS A DAY, 7 DAYS A WEEK T-MOBILE SITE ID ~ L1-15807C PROVIDE ONE SIGN ON THE DOORWAY TO THE STEEPLE LOCATED AT BALCONY LEVEL Of CHURCH SIGNAGE REQUIREMENT NOTE: INFORMATION SHOWN HEREIN IS BASED UPON A SURVEY PREPAEED 8Y~ BARRY, BONACCI AND VANWEELE CIVIL ENOINEERS~ SURVEYORS, PLANNEES ,17DA COblMERCE DRIVE HAUPPAUGE NY 11788 PHONE: (631) 435-1111 JOB NO. A070628 DATED AUGUST 30, 2007 SITE PLAN LEGEND -% % % % % % % 'd CONCRETE CURB DROP CURB WALL EDGE OF PAVEMENT WIRE FENCE STOCKADE FENCE PICKET FENCE CONCRETE TREE LINE HEDGE TREE MONUMENT 55.45 DRAINAGE INLET / STRUCTURE DRAINAGE INLET / STRUCTURE SIGN LIGHT POLE STRUCTURE - DRAINAGE ELECTRIC CONTROL BOX TELEPHONE CONTROL BOX WATER VALVE FlEE HYDRANT TOP / BOSOM OF CURB SPOT ELEVATION \ ~SECTOR 'D' ,% % R~2, 00' / / k L~39.27' ~ §0' FACILITY NOTES A) PROPOSED FEATURES LABELED AS SUCH; ALL ELSE EXISTING OR FUTURE BY OTHERS. B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS, DUST, ODORS OR TRAFFIC. C) NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS IS AN UNMANNED SITE. D) NO SOLD OR UQUID WASTE WILL BE PRODUCED BY THE PROPOSED USE, AS THIS IS AN UNMANNED SITE. E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED USE. F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS, NOR SPECIAL LIGHTING FOR THE PROPOSED SITE. G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING OF THE SUBJECT SITE. H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH CHAPTER 27 OF THE BUILDING CODE OF NEW YORK STATE AND NFPA 70, FOR ELECTRICAL WORK AND GROUNDING. I) THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL INCORPORATE CONSIDERATION OF ICING. FURTHER, THE STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, CHAPTER 19 AND SECTION 3108 OF THE BUILDING CODE OF NEW YORK STATE. 0 10' 20' 40' 1 "=20' NORTH PROPERTY LINE EXISTING WOOD FENCE PROPOSED T-MOBILE EQUIPMENT AREA, SEE 1/SP-3 FOR MORE INFORMATION -- PROPOSED CABLE TRAY TO ROUTE ANTENNAS UP INTO EXISTING ATflC AND TO PROPOSED ANTENNAS EXISTING; CHURCH BUILDING -- REMOVE AREAS OF EXISTING CHURCH STEEPLE FOR ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WITH PROPOSED RF COMPATIBLE CONCEALMENT TO MATCH EXISTING 51LEPLE IN ALL RESPECTS. SEE ELEVATIONS SP-4 z~ SP-S FOR ADDITIONAL INFORMATION. (8) PR[OPOSED T-MOBILE ANTENNAS MOUNTED WITHIN EXISTING CHURCH STEEPLE. (TYP. 2 PER SECTOR) SEE DETNL 2/SP-3. APPROVED BY PLANNING BOARD __TOWN OF SOUTHOLD NOTE: BARE ROOT PLANTS WILL NOT BE PERMI%FED. ALL PLANTING TO BE PRUNED IN ACCORDANCE WITH BEST ACCEPTED NURSERYMAN'S PRACTICE 6' TALL (MINIMUM) AMERICAN ARBORVITAE EVERGREEN TREES PLANTED @ 5'-0" O.C. TO BE PLUMB AS SHOWN ON 1/A-3. (GUARANTEE TREES FOR A PERIOD OF ONE YEAR) -- 1/2"¢ RUBBER HOSE AND 12 GA. GALV. WIRE PROVIDE TURN BUCKLES (3) OR TWIST ADJUSTMENT. BARK CHIPS (V.I.F.) OR EQUIVALENT TOPSOIL MIXED WITH 0/20/0 FERTILIZER AT THE RATE OF (5) POUNDS PER YARD. WATER THOROUGHLY AND FILL TO EXISTING EARTH LINE ON TREE TRUNK. (3) CEDAR STAKES DRIVEN AND BRAWN STRAIGHT. STAKES SET AT 120' INTERVALS AND EQUAL-DISTANT FROM TREE SUBSOIL ITyP'scALE: L -No"TING= _ DETAIL WILLIAM F. COLLINS, AIA A R C H I T E C T 8, LLP 1~-1 TF. EFrlNO~ DRIVE ~EAI.FKET, NY IlT~B VOICE : (¢1-(~19-8450 FAX: http://www.wfcaia.com ISSUED FOR FILING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR FILING PER TOWN COMMENTS iSSUED FOR REVIEW ISSUED FOR FILING ISSUED FOR REVIEW R FILING ~81J~,',',',',',',',',~ I'0 FILING REVIEW · T-..Mobile. Northeast LLC 5500 SUNRISE SUITE D-20S GREAT RIVER, NY 11739 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAIN' ROAD NY 11935 I I ;: ]:; U'13 807 C , l, cu'r,c,ROGUE ~ ! ? , ,, II , 'm~,,' I JUN ~1 2010' , SITE PLAN 10/08/08 ~ NO.: 07-7199 CT SP-2 PROPOSED ELECTRIC METER / DISCONNECT SWITCH PANEL MOUNTED TO PROPOSED UNISTRUT RACK (1) PROPOSED T-MOBILE PPC CABINET MOUNTED ON PROPOSED CONCRETE PAD PROPOSED 6'-0# HIGH WHrfE VINYL FENCE TO SCREEN PROPOSED METER / DISCONNECT & VERIZON TRANSECTOR CABINET PROPOSED BOLLARDS (TYPICAL 0 9). SEE DETAIL 2/SP-6 PROPOSEO BARN SffLE SWING DOORS FOR EQUIPMENT ACCESS (3) DOUBLE & (1) SINGLE (10) PROPOSED SONOTUBES TO SUPPOR~f NEW ACOUSTICAL SYSTEM EXISTING TREE TO REMAIN EQUIPMENT PLAN NORTHSTAR NSB170FT BATTERY SPECIFICATION DRY CELL HIGH PURIff LEAD 99,99% SPECIFICALLY DESIGNED FOR MiSSiON-CRITICAL APPLICATIONS. EXCELS AT HIGH-RATE DISCHARGE AND RECHARGE, EXTREME TEMPERATURE RANGE, DEEP OR SHALLOW CYCLIC APPLICATIONS. HIGH CYCLIC LIFE CAPABILITY +500 C/3 © 80% DOD. 10 yEAR FLOAT LIFE AT 25'C (77°F) -- 15 YEAR FLOAT LIFE AT 20"C (DB'F). FLAME RETARDANT (UL 94 VO) PC-ABS PLASTIC CASE AND COVER. 3 STEP TERMINAL SEAL DESIGN TO ENSURE LEAK-FREE OPERATION. FEMALE MB BRASS TERMINALS PROVIDE MAXIMUM HIGH RATE PERFORMANCE AND NO ANNUAL RETIGHTENIND. INTEGRAL HANDLES ENSURE EASE OF HANDLING. APPROVED AS NON-HAZARDOUS CARGO FOR GROUND, SEA AND AIR TRANSPORTATION. PROPOSED VERIZON TRANSECTOR BOX MOUNTED TO PROPOSED UNISTRUT RACK (20) PROPOSED ARBORVITAE ADJACENTTO PROPOSED EQUIPMENT AREA. SEE DETNL2/SP-2 EXISTING WOOD PICKET FENCE PROPERTY LINE (1) PROPOSED T-MOBILE BA'n'ERY CABINET WITHIN PROPOSED ACOUSTICAL SYSTEM. SEE DETNL 3/SP-3 (1) PROPOSED uM'rs CABINET WITHIN PROPOSED ACOUSTICAL SYSTEM (1) PROPOSED GPS UNIT MOUNTED TO PROPOSED T-MOBILE EQUIPMENT CABINET. SEE DETAIL ,~/SP-3 ACOUSTICAL SYSTEM WITH FINISHES TO MATCH CHURCH PROPOSED BOOSTER CABINETS WITHIN PROPOSED ACOUSTICAL SYSTEM PROPOSED T-MOBILE EQUIPMENT CABINE'P3 WITHIN PROPOSED ACOUSTICAL SYSTEM. SEE DETAIL 4-/SP-3 EXISTING TREES TO REMAIN PLAN ©EOUIPMENT CAB. NORTH MECHANICAL CHARACTERISTICS SI UNITS ENGLISH UNITS REFER TO THE NSB DETAILED PERFORMANCE TABLES FOR ADDITIONAL CURRENT, CAPACITY AND POWER INFORMATION. HEIGHT 320.0 MM '12.60 INCHES WIDTH 125.0 MM 4,92 INCHES LENGTH 569,0 MM 22.05 iNCHES WEIGHT 59.1 KILOGRAMS 131.2 POUNDS TERMINAL TORQUE 8.0 NEWTON-METERS 71 INCH-POUNDS ELECTRICAL ALL NORTHSTAR CHARACTERISTLCS 5 HOUR CAPACITY TO 1.75 VPC 158.1 AMP-HOURS frO,5 AMP-HOURS 10 HOUR CAPACITY TO 1.80 VPC 170 AMP-HOURS 172.4- AMP-HOURS FLOAT VOLTAGE 2,29 +/- .02 VOLTS PER CELL 2,27 +/- .02 VOLTS PER CELL CYCLIC RECHARGE 2,4-5 VPC -- NO CURRENT LIMIT SHELF LIFE 2 YEARS SHORT CIRCUIT CURRENT VOLTAGE 12 VOLTS IMPEDANCE (1KHZ) 1,5 NORTHSTAR BATrERY COMPANY IS PROUD TO BE REOLSTERED TO ~S0-9001:2000 AND IS0-14001 STANDARDS. FORM: SES-542-06 5,000 AMPS MW ISSUED: 05/05/04- ECO: 343-S04- 5'-6" ~ 2'-6" NEW REINFORCED POURED CONCRETE SLAB ON ~GRADE. SEE POURED CONCRETE EQUliPMENT PAD DETAIL. SEC~URE NEW T-MOBILE BATTERY CABINET TO NEW CONCRETE PAD WITH 3/4" S/S RODS SET IN HILTI HIT HY-150 CHEMICAL ANCHORS, ANTENN& -MFG: ANDREW - DECIBEL -PART NO.: TMBXX-6516-R2M -~4-5' DUAL BAND QUAD ANTENNA ~FULLY COMPATIBLE WITH ANDREW TELETILT® REMOTE CONTROL ANTENNA SYSTEM MECHANICAL INFO -WEIGHT: 34.6 LBS. -MAX. WiND AREA: 2.9 SQ.FT. -MAX. WIND LOAD (©1OOMPH): 164- LBF -MAX. WIND SPEED: 150 MPH -HARDWARE MATERIAL: HOT DIPPED GALVANIZED -CONNECTOR TYPE: 7-16 DIN, FEMALE (4) -COLOR: OFF WHITE -STANDARD MOUNTING HARDWARE: TM600899A-2 TOP VIEW ANTENNA DETAILS ~ 1"=i'-0; REAR VIEW FRONT VIEW -- NORTEL S15020 EQUIPMENT CABIN,ET SUPPLIED BY CARRIER, iNSTALLED BY CONTR,ACTOR. (-5 1/6¢ { SIDE VIEW ,% PLAN © EQUIPMENT NOTE: (2) BATTERY PLINTHS TO BE NORTEL S18000BP SUPPLIED BY T-MOBILE AND INSTALLED BY CONTRACTOR. REFER TO CABINET MANUFACTURER SPECIFICATIONS AND DRAWINGS FOR MORE INFORMATION. SPECIFICATIONS FOR NORTEL S18000BP: 19" HIGH x 53" WIDE x 4-4-" DEEP BATTERY CAPACITY: 170 Ah TO 54-0 Ah HVAC CAPACITY: 190 WAiFS-COOLING & 250 W HEATING WEIGHT: 1322 LBS (273 LBS WITHOUT BATTERIES) (-3 1/2" PLAN * BA'FI'ERY PLINTH NOTE: EQUIPMENT CABINETS TO BE NORTEL S15020 SUPPLIED BY AND INSTALLED BY CONTRACTOR. REFER TO CABINET MANUFACTURER SPECIFICATIONS AND DRAWINGS FOR MORE INFORMATION. SPECIFICATIONS FOR NORTEL S18020: 59-5/64-" TALL x 53-1/64`" WIDE x 28-15/16" DEEP CELL CAPACITY: 12 TRX CALLS PER UNIT WEIGHT: 1114-.28 LBS ELECTRIC REQUIRED: 208-24-0 VAC 4-10%, FREQUENCY 45-65 Hz NEW GPS UNIT BY NAIS MODEL VIC-100 ATFACHED TO BTS CABINET. F LOCATION WITH IBILE RF ENGINEER L ADAPTER KET AND GASKET. IAL GPS NNA CABLE ,LL MOUNTING IORS PROVIDED BY ,LLER INTO (4) ~TING HOLES .ED, USING BASE TEMPLATE E COVER~ EXACT BRACKET C£ ANTENNA INSTALL ANCHORS MOUF DRILLER AS A APPROVED BY PLANNING BOAIJO TOWN OF SOUTHOLD NEW REINFORCED POURED CONCRETE SLAB ON GRADE. SEE POURED CONCRETE EQUIPMENT PAD DETAIL. NIEW T-~OBILE S18000BP BATTERY PLINTH TO NEW CONCRETE PAD WITH 1/2" DROP IN WEDGE ANCHOR TYP. BA'I-I'ERY CABINET DETAILS M,NI UM 3-1/2. EMBEOMENT. TYPICAL EQUIPMENT CABINET DETAILS SCALE: 5/4"= 1'-0" DATE WILLIAM E COLLINS, AIA A R C H I T E C T S, LLP 12-1 TECHNOLOGY DRIVE I~;IAUg~I', I¢/ llT'g VOICE : 6.~.-fi1~-84.50 FA: 631-689.8459 http://www.wfeaia.com C©~TANT: 01/06/10 ISSUED FOR FILING 02/12/10 ISSUED FOR REVIEW 02/19/10 ISSUED FOR REVIEW 02/22/10 ISSUED FOR FILING PER TOWN COMMENTS 05/05/10 ISSUED FOR REVIEW 05/05/10 ISSUED FOR FILING 06/07/10 iSSUED FOR REVIEW 06/08/10 ISSUED FOR FILING DA'I'~ TO I)ATB 10/13/0~ FOR REVIEW 11/03/09 11/10/08 FOR REVIEW 11/18/09 11/10/08 FOR FILING 12/16/0~ FOR REVLEW 12/16/0[ FOR FILING 04/29/0~ FOR FILING 10/18/0S FOR REVIEW FOR FILING FOR REVIEW T-. -Mobile- Northeast LLC 3500 SUNRISE HWY, SUITE D-203 SEAT RIVER, NY 1173g THE PRESBYTERIAN CHURCH , '.,:.OF CUTCHOGUE ,,, \ \ %¢ ',,, 2~245 MAIN RC)AD ¢\ C~JTCHOGUE, NY 11935 ' LH3--807--0 EQUIPMENT PLAN, ANTENNA DETAILS, TYPICAL BATTERY, EQUIPMENT CABOT DETAL8 AND PLANTI~ DETAIL 10/08/08 07 7199 AS NOTED CT SP-3 4 OF 7 (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITHIN W I L L I EXISTING CHURCH STEEPLE. (1YP. 2 PER SECTOR)SEE A ][ C H DETAIL 2/SP-3. 12-1 TECHNOLOG~ DR1V~ SETAD/,~"I HATCHED AREA INDICATES PORTION OF VOICE,: 631-689-8450 ~'A.~: 631-689-8459 STEEPLE TO BE MODIFIED TO h t t ±65'--D AGL ~, ACCOMMODATE PROPOSED ANTENNA ±65'-0 AGL ~ INSTALLATiON AS REQUIRED, REMOVAL -~- / %0. OF EXISTING STEEPLE ~' T.O. OF EXISTING STEEPLE "~ " MATERIALS TO BE REPLACED Wl~" m / CONCEALMENT TO MATCH EXISTING J~ ! STEEPLE IN ALL RESPECTS.~ Jl~ / : ,,,*,~ I,r, PROPOSED AREAS OF WORK~ EXISTING CHURCH STEEPLE (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WI~'IIN ~ ~i PROPOSED AREAS OF WORK EXlSnNG CHURCH STEEPLE. ('~¢P, 2 PER SECTOR) SEE ~ DETNL 2/SP-3. ~ ~ ~ ~ / / HATCHED AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMMODATE PROPOSED ANTENNA INSTALLATION - / :b51'-10" AGL_.~ :~51'-10" AGLi~ PR~ ~[~ ~o~O,V,;~~o~c&~~-w-.'~,,G :'. I: / ~ o~ PROPOSED T-.O.,'E ANTE.~ ~ ~ '0~ PROPOSED T-.OB,~ o .__ - - 12 01/0~/10 ISSUED FOR - -~1 '~1~11 13 02/12/10 ISSUED FOR REVIEW i ~ , ~. OF PROPOSED T-MOBILE ANTENNAS [ II ~. OF PROPOSED T-MOBILE ANTENNAS /% J PROPOSED T-MOBILE CABLE 33~,Y MOUNTED TO '~2~2[ [ +33'-10" AGL ~ S~DE OF CHURCH BU,~NO. PROPOSED ' ~ I ~ ~'-~0" ACL$ ~i ~ [ OF FUTURE CARR,ER ANTENNAS ~ 11/~0/081V~0/~8 ~0~0~ ~,U~EVEW ./18/0~ FO~ ~W~W CABLE TRAY TO BE PAINTED TO MATCH ~/~ [ OF FUTURE CARRIER ANTENNAS FUTURE CARRIER · APPEARANCE OF EXISTING EXTERIOR BUILDING ;~_ ~ ~_" ~2/15/o8 FO~ REVIEW WALL ~ ~ L~, --~-- LOCATION L~j = I - EXISTING TREES TO REMAIN ~ ~,, ~/~ ~.X ~ ~ ~o~ ~ EXISTING WOOD RAMP WITH HAN .RAILS ~ ~/ / ~: I ~~ ~¢~ ~. ~ ~~ ~ ~ ~ (20) PROPOSED ARBO~IT~ AD~ACE~ PROPOSEO VERmZON / / I" ~ ~SECTOE aox / / .... MOUN~D TO / / PEOPOSgD UN~E~ / / ~CK ~ ~10'~ ~ N~H -m m " 0 ..... _ I ) ) I I I I 1% SCREEN PROPOSED U~R / DISCONNECT · k~' -- U U (~ ~~.,zo. ,~.~o. ~,.~. THE P~ESBYTEBAN CHURCH ,,o,os,o ,o~os. s** ~*~ ,/s,-* OF CUTCHOGUE , , " , 27245 MAIN ~AD ,t' ~ ' ,,~ ~ ~ ~ ~ L1-13-807-C EX~STING TREE TO REMAIN ~ o- ./ NORTHWEST PROPOSED T ~OBILE ~ ~Y ~OUN~D TO ~ SIDE O~ CHURCH ~ ~TH~ST ELEVA~8 ~ BUILDINg. PROPOSED ~B~ ~Y TO BE PAINTED TO ~T ~ o~ ~ ~o~ ~U~LmN~ ~A~ I~OVED BY ~ ~ ~o., ~ PLANNING soAAD 10/08/08 07-7199 PROPOSED ~N~ ~S RO~ED Ul ' ROUGH ~I~NO ~: D~O NO.: CHURCH BUiLDiNG A~IC INTO ~EP~ TOWN OF 50uTHOLO AS NOTED ' s: 7 EXISTING CHURCH STEEPLE J,4~, +65'-O AGL ~"' T.O. OF EXISTING STEEPLE PROPOSED AREAS OF WORK- J:51'-10' AGL :1:42'-9" AOL PROPOSED T-MOBILEANTENNAS OF PROPOSED T-MOBILEANTENNAS j~.¢_33'-1o" AGL ="'( OF FUTURE CARRIER ANTENNAS (8) PROPOSED T-MOBILE ANTENNAS MOUNTED WITI'IIN EXISTING CHURCH STEEPLE. CffP. 2 PER SECTOR) SEE DETNL 2/SP-3. HATCHED AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMMODATE PROPOSED ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WiTH PROPOSED RF COMPATIBLE CONCEA~LMENT TO MATCH EXISTING STEEPLE IN ALL RESPECIS. PROPOSED ANTENNA CABLES ROUTED UP THROUGH EXISTING CHURCH BUILDING ATrIC INTO STEEPLE PROPOSED T-MOBILECABLE TRAY MOUNTED TO EAST SIDE OF CHURCH BUILDING. PROPOSED CABLE TRA~ TO BE PAIN1ED TO MATCH APPEARANCE OF EXISTING EXTERIOR BUILDING WALL FUTURE CARRIER ANTENNA LOCATION NORTHEAST ELEVATION (1) PROPOSED T-MOBILE BATE:RY CABINET WiTHIN PROPOSED ACOUSTICAL SYSTEM. SEE DETNL 3/SP-3 (1) PROPOSED UMTS CABINET WITHIN PROPOSED ACOUSTICAL SYSTEM (1) PROPOSED GPS UNIT MOUNTED TO PROPOSED T-MOBILE EQUIPMENT CABINET. SEE DETNL 4/SP-3 (2) PROPOSED BOOSTER CABINETS WITHIN PROPOSED ACOUSTICAL SYSIEM (2) PROPOSED T-MOBILE EQUIPMENT CABINETS WITHIN PROPOSED ACOUSTICAL SYSTEM. SEE DETNL 4/SP-3 EXISTING TREES TO REMAIN PROPOSED ACOUSTICAL SYSTEM FINISHES TO MATCH EXISTING CHURCH PROPOSED T-MOBILE ANTENNA CABLES TO BE ROUTED IN PROPOSED TRENCH TO PROPOSED CABLE TRAY AT EXISTING CHURCH, THROUGH EXISTING CHURCH Al'tlC TO PROPOSED ANTENNAS II LJ PROPOSED ELECTRIC METER / DISCONNECT SWITCH PANEL MOUNTED TO PROPOSED UNISTRUT RACK PROPOSED VERIZON TRANSECTOR BOX MOUNTED TO PROPOSED UNISTRUT RACK ±10'-0" T.O. PROPOSED ACOUSTICALH SYSTEM · 6'-10" AGL~K T.O. PROPOSED~ T-MOBILE EQUIPMENT -- (20) PROPOSED ARBORVITAE ADJACENT TO EQUIPMENT AREA. SEE DETNL 2/SP-2 PROPOSED GRADE~ (1) PROPOSED T-MOBILE PPC CABINET MOUNTED WITHIN PROPOSED ACOUSTICAL SYSTEM EXISTING WOOD RAMP WITH HANDRAILS EXISTING TREES TO REMAIN (2) PROPOSED BOOSTER CABINETS WITHIN PROPOSED ACOUSTICAL SYSTEM (2) PROPOSED T-MOBILE EQUIPMENT CABINETS WITHIN PROPOSED ACOUSTICAL SYSTEM. SEE DETAIL 4/SP-3 PROPOSED ACOUSTICAL SYSTEM WITH FINISHES TO MATCH EXISTING CHURCH (1) PROPOSED UMTS CABINET WITHIN PROPOSED ACOUSTICAL SYSTEM (BEYOND) (1) PROPOSED T-MOBILE BA'FrERY CABINET WITHIN PROPOSED ACOUSTICAL SYSTEM (BEYOND). SEE DETNL 3/SP-3 (1) PROPOSED PPC CABINET WITHIN PROPOSED ACOUSTICAL SYSTEM PROPOSED ELECTRIC METER / DISCONNECT SWITCH PANEL MOUNTED TO PROPOSED UNISTRUT PROPOSED VERIZON TRANSECTOR BOX MOUNTED TO PROPOSED UNISTRUT RACK -- (20) PROPOSED ARBORVITAE ADJACENT TO PROPOSED EQUIPMENT AREA. SEE DETNL 2/SP-2 h PROPOSED AREAS FUTURE CARRIER ANTENNA EXISTING CHURCH STEEPLE +65'-0 AGL T.O. OF EXISTING STEEPLE~d -- (B) PROPOSED T-MOBILE ANTENNAS MOUNTED WiTHIN EXISTING CHURCH STEEPLE, ("IYP, 2 PER SECTOR) SEE DETAIL 2/SP-3. ::1:51 '-10" AGL ~ ~ OF PROPOSED T-MOBILE ANTENNAS J:42'-9" AGL I~ ~. OF PROPOSED T-MOBILE ANTENNAS :[:33'-10" AGL ~ ~- OF FUTURE CARRIER ANTENNAS -- HATCHED AREA INDICATES PORTION OF STEEPLE TO BE MODIFIED TO ACCOMMODATE PROPOSED ANTENNA INSTALLATION AS REQUIRED. REMOVAL MATERIALS TO BE REPLACED WiTH PROPOSED RF COMPATIBLE CONCEALMENT TO MATCH EXISTING STEEPLE IN ALL RESPECTS. PROPOSED ANTENNA CABLES ROUTED UP THROUGH EXISTING CHURCH BUILDING ATtiC INTO STEEPLE J:lO'-O# AG T.O, PROPOSED ACOUSTICAL ~ SYSTEM · 6'-10" AGL T.O. PROPOSED I~ T-MOBILE EQUIPMENT ,., ~RIZON T~NSECTOR ~IN~ ~ L ~ ~ ~ ~ ~ L ~ L ~ ~ ~ PROPOSED BOARDS. SEE D~NL 2/SP-6 ~ DATE PROPOSED T-MOBI~ ~N~ C~LES TO BE ROUND IN PROPOSED TRENCH TO PROPOSED ~B~ ~Y AT ~I~ING SOUTHWEST ELEVATION c...c., c...o. WILLIAM F. COLLIN[ AIA ARC H I T E C T S, LLP 12-1 TP~CHNOLOGY DR1V~ SETAUI(~T, ~ 11733 VOICE: 631-489-8450 FAX: 631-6894459 http://www.wfcaia.com ~ONSULTANT= REV~ON ISSUED FOR FILING REVIEW REVIEW FOR FILING PER TOWN COMMENTS ISSUED FOR REVIEW FILING ISSUED FOR REVIEW FILING ]SSU]~) TO DATE FOR REVIEW 11/03/09 11/10/08 FOR REVIEW 11//8/09 11/10/08 FOR FILING FOR REVIEW FOR FILING FILING REVIEW FOR FILING T-- -Mobile- Northeast LLC 5500 SUNRISE HWY, SUITE D-20S SEEAT RIVER, NY 11739 THE PRESBYTERIAN CHURCH OF CUTCHOGUE , ', , "' '27245 MAIN ROAD CUTCHOGUE, NY 11935 NORTHEAST & SOUTHWEST ELEVATIONS PEQIECTNO,: 10/08/08 07-7199 DRAWlNGNO.: AS NOTED CI-]ECKED BY: NM 6 OF SP-5 12 HEADER HINGED BARN DOOR FOR EQUIPMENT INTERIOR DOOR CLAODING (TYPE TO BE SELECTED AS NECESSARY TO ACHIEVE COMPEANCE WITH TOWN SOUND ORDINANCE) t[ SECTION AT ACOUSTIC SYSTEM - COMPACTED SAND AND GRAVEL BASE. COMPACTED SUB-BASE 8 X 8 WOOD POST SET IN CONCRETE AT 4'-0' O.C. ;WOOD LARD DETAIL SIMULATED CEDAR SHINGLES PLYWOOD SHEATHING RAFTERS 0 16' O,C. --'CONTINUOUSLY VENTED VINYL SOFFIT PANEL --.DOUBLE TOP PLATE CEMENT CLAPBOARD SIDING TO MATCH EXISTING CHURCH CLADDING (TfPE TO BE SELECTED AS NECESSARY TO ACHIEVE COMPUANCE WiTH TOWN SOUND ORDIN.~NCE) -- NEW 4 X 4 WOOD POSTS SPACED AS SHOWN ON PLAN WITH 2 X 4 STUDSAT 16' OLC. BE"~EEN BEAM ASSEMBLY CONSISTING OF (2) 2 X 12 WITH Yz' PLYWOOD SHIM, SPANNINIG BE'~EEN VERTICAL POSTS TO SUPPORT WALL FRAMING 4 8" THICK, 4000 PSI ~' 28 DAYS AIR-ENTRAINED POURED CONCRETE PAID WITH HAUNCH AT PERIMETER. 16" e POURED CONCRETE SONOTUBE PLIERS 40DO PSI AT POST LOCATIONS NOTE: ALL LUMBER TO AC(Q TREATED '3 X 12 CARRIAGE BOLTED TO POST W/ (2) S.S. CAER!AGE BOLTS CUT EDGES TO BE PRESERVED WEATHERPROOF TREATMENT PAVEMENT TO MATCH EXISTING IN ALL RESPECTS. APPROVED BY PLANNING BOARD ToWN OF sOUTNOLD WILLIAM F. COLLINS, AIA ARC H I T E C T S, LLP 12-1 TFE~dNOLOGY DRlV~ SETAUI/~T, NY 11733 VOICE: ~1-(~9-8450 FAX: 63[-689-84.59 http://www.wfcaia.com CONSULTANT:. REVISION ISSUED FOR FLUNG ' ISSUED FOR REVIEW FOR REVIEW 02/22/10 ISSUED FOR FILING PER TOWN COMMENTS 05/05/'i0 ISSUED FOR REVIEW 05/05/10 FOR FILING 06/07/10 ISSUED FOR REVIEW 06/08/10 FOR FILING DATE [~8UED TO ~TO 10/13/08 FOR REVIEW FOR FILING 11/10/08 FOR REVIEW FOR REVIEW 11/10/08 FILING 12/16/08 FOR REVIEW 12/16/08 FILING FOR FILING FOR REVIEW KBY ~=~Atq'= ARE~ OF WORK · 'I:. · .Mobile- Northeast LLC 3500 SUNRISE HWY. SUITE D-203 GREAT RIVER. NY 11759 THE PRESBYTERIAN CHURCH OF CUTCHOGUE 27245 MAIN ROAD ",, CUI'CHOGLE, NY 11935 ', ,, U-13-807-C DETAILS DATE: PRiMEC~NO.: 10/08/08 07-7199 SCALE: DEAW~GNO.= AS NOTED NO.: 7 OF7 SP-6