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1000-75.-5-14.1 (1)
• • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SOU P.O.Box 1179 DONALD J.WILCENSKI hO�� lyO� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORA-U0,- Southold,NY U0, 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: February 14, 2014 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades SCTM#1000-75-5-14.1 165 Peconic Lane, Peconic The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted a final site inspection of the LTE modifications referenced above on January 29, 2014. Based on that site inspection, we have received a report from our consultant stating that all changes and modifications have been constructed in accordance with the provided construction drawings. We have found that the LTE modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD ChadLCENSKI ti��aOf so Southold,Southold, NY 11971 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �( ' Southold,NY Telephone: 631 765-1935 Fax: 631 765-3136 I j j PLANNING BOARD OFFICE i TOWN OF SOUTHOLD FEB 12 2014 i MEMORANDUM LonniL' To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: February 14, 2014 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades SCTM#1000-75-5-14.1 165 Peconic Lane, Peconic The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted a final site inspection of the LTE modifications referenced above on January 29, 2014. Based on that site inspection, we have received a report from our consultant stating that all changes and modifications have been constructed in accordance with the provided construction drawings. We have found that the LTE modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. Cityscape CONSULTANTS I N C . February 7, 2014 Ms. Heather Lanza Planning Director Town Hall Annex Building 54375 Route 25 Southold,New York 11971 FEB 1 12014 j RE: Inspection Reports for: AT&T NYCENY1017–1000-31-3-11.31 AT&T NYCENY0735–1000-18-5-13.8 — AT&T NYCENY1027–1000-96-1-19.1 AT&T NYNYNY0229–1000-108-4-11.3 AT&T NYNYNY0229–1000=15-5-14.1 Dear Heather, Enclosed are the inspection reports for the above referenced sites. Please let us know if you have any questions or comments regarding our analysis. Sincerely, c b5� Elizabeth Herington-South Enclosures 7050 W Palmetto Park Rd,#15-652, Boca Raton,FL 33433 _ 877438-2851 —www.CityScapeGov.com State of New York Telecommunications Site Review In Consultants, Inc. Inspection 7050 West Palmetto Park Road,#15-652 Boca Raton,FL 33433 Tel:877-438-5871 Fax:877.220-4593 February 7,2014 Heather M. Lanza, AICP Planning Director FEB 1 1 2014 Town Hall Annex Building 54375 Route 25 Southold,New York 11971 RE: Inspection: AT&T Mobility: NYNYNY0229 SCTM : 100015-5-14.1 165 Peconic Lane Dear Ms. Lanza, At your request on behalf of Town of Southold in New York, CityScape Consultants, in its capacity as telecommunications consultant for the Town, concluded a review with conditions and recommendations for an application provided by New Cingular Wireless PCS, LLC. ("AT&T"), to make upgrades and add new equipment to an existing lattice type self-supporting tower. The tower has a total elevation of one hundred thirty (130) feet, and the subject antennas are mounted with a radiation center of one hundred twenty-eight (128) feet. AT&T has completed the installation and in accordance with the provisions of the permit. The support structure is located on property owned by the Town of Southold and is located at 165 Peconic Lane in Southold,New York, 1]97 1, see figure 1. There were no substantial issues found at this site except there are dangling ropes and cables at some locations that should be cleaned-up, see figure 2. There is an inconsistency between the construction drawing and the actual loading, but the existing facility has less equipment installed than shown on the drawing therefore, there should be no concern to the Town. All designs and plans for the proposed facility upgrade were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. • • Carrier:AT&T Site/Facility:NYNYNY0229 i • Southold,New York Consultants, Inc. February 7,2014 Page 2 Telecommunications Site Review New York Inspection oeloter su«eNw Usw mw 11, V '4 W' o' a+ % $q n swwa�` g i Data uu ssL(ect to 4ense. fl A DeLanre.DeLortne SIrMAtlas U506 Mpg. o Sao eoo lzoo leoo z000 �4 -00m W(13 B'M Data Zoon 1" Figure 1. Site Location Carrier:AT&T Site/Facility:NYNYNY0229 ► w-1 n aI S-10 1 WTo � • , Southold,New York \M�rr1".Mftm\mdvYI February 7,2014 Consultants, Inc. Page 3 Telecommunications Site Review New York Inspection t 1 / Y Y ft �, Of w I � e Figure 2. Dangling Cables and Ropes • • PA, Cummings, Brian A. From: Marisa Knoth <mknoth@rnhclaw.com> Sent: Monday, December 30, 2013 1:19 PM To: Cummings, Brian A. Cc: John Coughlin; Bailey Larkin Subject: Final Planning Board Approval needed for CO tincLto Verizon Building Permits Hi Brian, DEC 302iasuest Our office is working with Verizon to close out its three open building permits i su tflyl41ion with the LTE upgrade (see below for specific site information). I spoke with Connie Bun t the�Bttilding who advised that Final Planning Board Approval is required for all three sites. Please accept this emafor your office to conduct the final inspections of these sites and provide the necessary paperwork to the Building Department needed for CO issuance. Should you require the attendance of our office and/or the assigned Contractor/Architect/P.E. at the inspections, please advise and we will make the necessary arrangements. If you need any additional information to conduct these inspections, please advise. Verizon Building Permit#37382—Expires 1/22/14—Southold Police Station—165 Peconic Lane, Peconic(75—5—14.1) Verizon Building Permit#37383—Expires 1/22/14—Arthur Junge property—21855 C.R.48,Cutchogue(96—1-19.1) Verizon Building Permit#37384—Expires 1/22/14—Orient Fire District property— 23300 Main Road,Orient(18—5- 13.8) Thank you. Marisa Knoth,Paralegal RE,NIELSEN,HUBER&COUGHLIN, LLP 36 North New York Avenue Huntington,New York 11743 (631)425-4100(telephone) (631)425-4104(facsimile) mknoth(rurnhclaw com This e-mail message and attached files,if any,are confidential and intended solely for the use of the addressee(s)named above.This communication may contain information protected by attomey-client,work product,or other privileges.If you are not the intended recipient or his/her agent,any review,use,dissemination,forwarding,printing,copying,or other distribution of the information in this e-mail is strictly prohibited. If you have received this confidential communication in error,please notify the sender immediately by reply e-mail message and permanently delete the original message. 1 MAILING ADDRESS: PLANNING BOARD MEMBERS pF so P.O.Box 1179 DONALD J.WILCENSKI �� �Q/- Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G • O 54375 State Route 25 JAMES H.RICH III '�0 (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU ' Southold,NY Telephone: 631795-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director NL Date: April 30, 2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades SCTM#1000-75-5-14.1 Lattice Tower at 165 Peconic Lane, Peconic The Planning Department has received a revised report from our Wireless Technical Consultant, Cityscape, Inc., regarding the proposed LTE modifications for the subject site referenced above. The up-dated report(see attached report) states that the previously required structural modifications are not required and a Building Permit may be issued at this time. Thank you for your cooperation. dr$ Ik 7050 W.Pa1meark Road lb a Q Boca Raton, FL 33433-3483 Phone: 877-438-2851 •Fax: 877-220-4593 Consultants, Inc. 41' April 24, 2013 Ms. Heather Lanza r F, Planning Director Town Hall Annex Building )j 54375 Route 25 APR 2 52013 Southold,New York 11971 rf RE: AT&T NYNYW0229—165 Peconic Lane,—' AT&T NYNYNY0228–415 Elijah Lane 4 _F F 3 Dear Heather, Enclosed are revised reviews corresponding with your emails from Rick Edwards. Should you have any questions or comments, please feel free to contact us direct at 877-438- 2851. Sincerely, Elizabeth Herington-Smith Enclosures a . � State of New York 6N Consultants, Inc. Telecommunications Site Review 7050 Palmetto Park Road#15x52 Boca Raton, Florida 33433 Equipment Upgrade Tel:877.438-2851 Fax:877.220-4593 G � April 23, 2013 1 ,i - j Heather M. Lanza, AICP APR 2 52013 Planning Director I Town Hall Annex Building LY y I 54375 Route 25 Southold, New York 11971 RE: New Cingular Wireless/AT&T Mobility: NYNYNY0229 SCTM • 100"0-16-5 • 7V-`� -/�. 165 Peconic Lane Dear Ms. Lanza, At your request on behalf of Town of Southold in New York, CityScape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application provided by New Cingular Wireless PCS, LLC. ("AT&T"), to make upgrades and add new equipment to an existing lattice type self supporting tower. The tower has a total elevation of one hundred thirty (130) feet, and the subject antennas are mounted with a radiation center of one hundred twenty-eight (128) feet. AT&T plans changes in the ground equipment, feed lines, antennas and will be adding remote radio heads and a surge protection system. AT&T has stated they are modifying or adding up to 46,000 new facilities nationwide. Verizon announced they would be making similar increases and improvements in service. The Applicant intends to add new base station electronic equipment at the ground level. The support structure is located on property owned by the Town of Southold and is located at 165 Peconic Lane in Southold,New York, 11971, see figure 1. AT&T is in the process of modifying their existing facilities to bring in new technologies better known as high speed wireless broadband. This application to upgrade their existing facility will gain no substantial increase in the service area but this modification makes it possible for AT&T to start the fourth generation (4G) service process into Southold. There is no construction or tower improvements needed to accomplish this task. AT&T will continue to use four (4) existing panel antennas, a microwave dish (for backhaul), will be exchanging six (6) antennas, will add six (6) remote radio heads (RRH) and add a surge protection system, all at the one hundred twenty eight (128) foot level, see figure 2. The Applicant proposes to install a fiber optic management system and a new GPS system at ground level, see figure 3. To interconnect the LTE antennas will be new CAT-5 type feed and power cables to the ground equipment. Currently on the tower in addition to AT&T are Verizon, Nextel, T-Mobile, MetroPCS and the Town of Southold. AT&T Mobility:NYNYNY99 ■ SCTM : 1000-15-5-14.1 a p Town of Southold,New York April 23,2013 Consultants, Inc. Page 2 Telecommunications Site Review New York Equipment Upgrade All designs and plans for the proposed facility upgrade were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. The existing support structure is listed as one hundred thirty feet and has three (3) whip type antennas top mounted for a total height of one hundred forty-eight feet ten inches (148' 10"). The whip antennas are owned by Nextel Wireless, see figure 4. According to the RF exposure analysis, SprintPCS is shown on this tower, but in fact SprintPCS is on an adjacent monopole structure in close proximity. The structural analysis states all calculations are based on the previous ANSUTIA-222 standard "F" rather than the current "G" standard. This is acceptable, what is not known because it was not identified in the document are the Structure Classification and the Exposure Category used in the calculations; this will be required prior to issuance of permits. Cityscape assumes the Structure Class is 1I and the Exposure Category is C; that being so, the tower rating following the AT&T changes will be 78.9% out of a maximum of 105%, see figure 5. There remains ample capacity for additional upgrades and more collocations. The Applicant supplied an analysis of RF exposure for the composite facility and the ratings remain well in the safe category, see figure 6. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. Therefore according to the Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, CityScape Consultants, as wireless consultant for the Town of Southold recommends this application shall be approved. Respectfully submitted, J,= " (�Gt Richard L. Edwards FCC Licensed PCIA Certified Cityscape Consultants, Inc. AT&T Mobility:NYNYNY@9 N SCTM : 1000-15-5-14.1 a Town of Southold,New York April 23,2013 Consultants, Inc. Page 3 Telecommunications Site Review New York Equipment Upgrade D.L.,.»stt Aft.u�mos \ S tp \ Y, l j� ✓ JC f / £t b l/ 2j w <"3 f p X 9R F� is A� s 3 IOlb TA X Data uu.0^1 to kc w j v D.Loeme.D.ua,�so-�ataw:usrm zoos 4yIT fl 0 400 888 1200 1000 2080 wwa.8elome�� MN(13.8-W) Dasa Z.14-0 Figure 1. Site Location AT&T Mobility:NYNYNY99 ■ SCTM : 1000-15-5-14.1 a Town of Southold,New York April 23,2013 Consultants, Inc. Page 4 Telecommunications Site Review New York Equipment Upgrade PROPOSED RAYCAP DC6 DOME MOUNT ON T—AR WITH (1) PIPE MAST (SEE DETAIL 1102/AOS) FOR MOUNTING SEE DETAIL 7116 A05 AP (1) AT&T ANTENNA FOR _ 7- EXISTING AT&T ANTENNA 1PROPOSED ANDREW AT&T ANTENNA I TO REMAIN (SECTOR A) (SECTOR A) (SEE DETAIL 2&4/A03 A NNSTALL (2) NEW RRH'S ON PIPE MOU y4 SECTOR SEE DETAIL 1 AD4) SWAP 1 AT&T ANTENNA FOR PRO ED LTE ANTENNA & SWAP (1) AT&T ANTENNA FOR (SECTOR C) (SEE DETAIL 2&3/A03) •--f / PROPOSED LTE AT&T ANTENNA ALL (2) NEW RRFi'S ON PIPE MOU --� (SECTOR A) (SEE DETAIL 2&3/A03 SECTOR C SEE DETAIL 1/) ' --EXISTING AT&T ANTENNA SECT"Q�__ TO REMAIN (SECTOR B) EXISTING AT&T ANTENNA- ---- �� ,•�+7 � INSTALL 2 NEW RRHS & 2) TO REMAIN (SECTOR C) I DIPLEXERS ON PIPE MOUNT (SECTOR B J` SEE DETAIL 1 AG4 SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA 0'f' --EXISTING AT&T ANTENNA' SECTOR C SEE DETAIL 2&4/A03) / \ TO REMAIN (SECTOR B) SWAP (1) AT&T ANTENNA TO MICROWAVE DISH FOR PROPOSED LTE AT& TO REMAIN (SECTOR B) ANTENNA (SECTOR B) SEE DETAIL 2&3 AG3 N 4 0 4 a Figure 2. Antenna Configuration AT&T Mobility:NYNYNY@9 ■ ■■■ SCTM : 1000-15-5-14.1 a p Town of Southold,New York April 23,2013 Consultants, Inc. Page 5 Telecommunications Site Review New York Equipment Upgrade EXISTING AT&T ICE BRIDGE- PROPOSED GPS UNR & NEW 1/2 COAX CABLE -EXISTING GPS ROUTED TO BBU (PROVIDE 10' MRAM SEPARATION UNIT TO REMAIN FR011 ANTENNAS) (SEE DETAIL 1121/AO2) 77—•• CABLES TO BE ROUTED TNRDUfOi ` EXISI MIG ICE BRIDGE 2 1/2" EXISTR� j ERDUCT t T—MOBILE a �� r EQUIPMEN { EXISTING AT&T P� EQUIPMENT iSHELTER EXISTING } } LATTICE I { . TOWER EXISTING GRAVEL { COMPOUND'^., v APPROXIMATE ROUTE OF — EXISTING VERIZON EXISTING UNDERGROUND CSC CABINET COAX CABLES EXISTING NEXTEL GENERANOR ^ EQUIPMENT SHELTER ; EXISTING METROPCS CONCRETE PAD I EXISTING PROPANE TANK ` 1 —EXISTING ACCESS EXISTING VERIZON WIRELESS GATE (TYP•) }i EQUIPMENT SHELTER I N H 0 8 16 PT Figure 3. Ground Compound AT&T Mobility:NYNYNY99 SCTM: 1000-155-14.1 a p Town of Southold,New York April 23,2013 Consultants, Inc. Page 6 Telecommunications Site Review New York Equipment Upgrade TOP OF WHIP ANTENNAS 148-10 3 AG.L EXISTING WHIP ANTENNAS OYP.)DPW SExIDRS) '� PROPOSED RAYCAP DCB DOME MOUNT ON T-ARM --_-. TOP OF ATki_MRFNNAS_j7Yp FOR ALL WITH (1) PPE MAST (SEE DETAIL 1102/AD5) FOR f 132-3' t AG.L MOUNTING (SEE DETAIL 1118/AO5) Top OF TOWFIR 131'-B' f A.G.L. EXISTING 1 AT&T ANTENNA TO REMAIN, _ SWAP (1) AT&T ANTENNAS FOR PROPOSED T'Ai1flA LTE AT&T ANTENNA (TVP. ALL SECTORS) ANDREW AT&T ANTENNA (SECTORS A & C) \-�` (SEE �' /A�) (SEE DETAIL EXISTING (2) AT&TAT&TA NEXISTING WHIP ANTENNAS P.) ANTENNA TO (TVP.) RAA.CENTER OF T-MOBILE_ANTENW\S_Fes¢__- _ REMAIN (SECTOR B) 115'-0' 3 A.G.L - -� EXISTING T-MOBILE ANTENNAS (TYP.)—.. RAD CEME:1i OF VERIZON WIRELESS ANTENNAS DUSTING 700'-0' 4 AG.L. —q" EXISTING VERIZON WIRELESS- , ANTENNAS (TP.) _..._-.- RAD CENTER OF METROPCS ANTENNA EXISTING .may \'— "ISTING ANTENNAS BY METROPCS (TP. (2) AMENNAS PER SECTOR) --EXISTING LATTICE TOWER -.. -PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH Dagw CABLES —PROPOSED GPS UNIT & NEW 1/2' COAX GABLE ROUTED TO B&1 (PROAADE 10' M11R&1M SEPARATION FROM ANTENNAS) (SEE DETAIL 1121/AD2) EXISTING AT&T— EQUIPMENT T&T EQUIPMENT SHELTER EXISTING CHAIN LINK EXISTING CPS UNn--. FENCE TO REMAIN EXISTING T-MOBILE-.-I EQUIPMENT PAD 1 TOP OF GRADE 0'-0 f AG.L 10 5 0 10 2D 'T Figure 4. Tower Elevation AT&T Mobility:NYNYNY99 SCTM : 1000-15-5-14.1 0 Town of Southold,New York April 23,2013 Consultants, Inc. Page 7 Telecommunications Site Review New York Equipment Upgrade A& GPO CROUP. ti.NT.w led"Canvnifiniubme 1d 1606 100 hMM lahat Suh.275 %X11 Sorah Arn y_,%ft 2531 +ANOOsit N 07615 Abet,OH"311 L2011571'06011 03M 572,2100 Gli"2111119.367a.k1 r7nobw 16,2012 5TUK'n)UL ANJILVAS 1i901T AaaT DINGNAnOFk ab UM "Al SW VA: lokamm aw7bl.a OW47ld ATIMPNjech NWJJSW00.2 AftmMl CQITMIA: Codn TLA L&,inf,20011K 2010 N731C AAga 7a5 W No 4duladla wY r b 36 finh omdm iwa W laa SW DATA: 414 M ludo 3l,hepiy N7llow sm"Cmrlr LAW& 410 r 20.7y4•N,laa/bde 7r 2r 214W w Mob*NMCM10 130'1 T ba S"W Taww hM. Liu Wein, CM h Mand to aahn+Aft 31,wowkl ArWlsia 1111pon b d0finni 14 9, k,,,k * eFkr of dw abrainawalaad 1or.ar. The Pwpaaa at dw 4MIVO is to ddardlw dw sukA9A1r Of#0 hnv4r wilk lh4 aiaanl wd p*0W badi^6 wNlpeabon daNl1W 1n dw aniilr b upon taww Sift"Leal%"Rolraud[Wlinm+: 76.9% Pan Fwdapm Ra,lo wdh PraOaaad rwpnwr._ 1"s Paw Wer OPO appaenaee Ow opportmkr of p;=; aur cwlnuiM PROk"k-d wrvicea a you and !ached CarnrriunhMS" If Y I..any qu n ww or"M !wpb awlwia:e m ins a �atmpgpcn pwm do not ha4a91 to call. A�pula3rudnalarl, ����� ! 117. A��OF ►4EWf N.albak. Naw raA:r.0900391 k � • F q sapwlr.s►w.srrzu�.ww..ar.wnl »asrtal� 1.aran.zwr aa,.ew,rr.w a.wr a..i.,. ,r. .r tr..r ar.r .+...► rr.aw,. Figure 5. Structural Analysis AT&T Mobility:NYNYNYV9 SCTM : 1000-15-5-14.1 0 Town of Southold,New York April 23,2013 Consultants, Inc. Page 8 Telecommunications Site Review New York Equipment Upgrade RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYNYNY0229 414 05 ROUTE 25, PECONIC, NY 11958 January 14,2013 Prepared by Bernard Morgan Senior BF Engineer Bechtel Communications,loc. Figure 6. Human Exposure Calculations • � fig , � , �+T, ��c RE, NIELSEN, HUBER & COUGHLIN, LLP ` ATTORNEYS AT LAW 36 NORTH NEW YORE AVENUE HUNTINOTON, NEW YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF GOUNSEL WILLIAM J. NIELSEN March 21, 2013 By Hand Ms. Heather Lanza, Planning Director Town of Southold Planning Board Office �� MAR 2 12013 1 Town Annex Building - 54375 Main Road Southold, NY 11971 RE: New Cingular Wireless PCS, LLC ("AT&T") Proposal to modify existing telecommunications facility at Premises: Southold Police Station, 165 Peconic Lane (a/k/a 41815 or 41405 Main Road) Peconic,New York 11958 SCTM#: 1000—75 —5 — 14.1 Dear Ms. Lanza, In furtherance of the February 1, 2013 correspondence of Brian Cummings (copy attached hereto) and pursuant to §280-74A(4) of Southold Town Code, enclosed herewith is our firm's check number 1469, payable to the Town of Southold, in the sum of $8,500.00, to be held in escrow for the technical consultant review fee. We request that our office be provided with detailed invoices be provided to our office for all expenses billed against this escrow amount. Should you have any questions with regard to the foregoing, please do not hesitate to communicate with the undersigned. Very truly yours, RE, NIELSEN, i\HUBEeeR& COUGHLIN, LLP By: (JiMuO. CofigAlin JJC:mk Enclosures 70509.Palmetto Park Road#15-652 g7=0 Boca Raton, FL 33433-3483 m Phone: 877-438-2851 •Fax. 877-220-4593 Consultants, Inc. ' EiMarch 19, 2013 Ms. Heather Lanza Planning Director Town Hall Annex Building 54375 Route 25 Southold,New York 11971 RE: AT&T: NYNYNY0229 165 Peconic Lane Dear Heather, Enclosed please find five (5) originals of the review for the above referenced site. Should you have any questions or comments regarding CityScape's analysis, please feel free to contact us direct at 877-438-2851. Sincerely, Elizabeth Herington-Smith Enclosures Pb I (,k, k � New York �ri��lrr',�I.r\r�rb1 ri�r� Consultants, Inc. Telecommunications Site Review 7050 Palmetto Park Road#15-652 E ui ment U rade Boca Raton, Florida 33433 q p p9 Tel:877.438-2851 Fax:877.220-4593 March 15, 2013 Heather M. Lanza, AICP iI�I IN Planning Director u Town Hall Annex BuildingMAR 192013 54375 Route 25 SaetLa`i ro7',7 Southold, New York 11971 Planning Hoard RE: New Cingular Wireless/AT&T Mobility Site: NYNYNY0229 165 Peconic Lane Dear Ms. Lanza, At your request on behalf of Town of Southold in New York, Cityscape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application provided by New Cingular Wireless PCS, LLC. ("AT&T"), to make upgrades and add new equipment to an existing lattice type self supporting tower. The tower has a total elevation of one hundred thirty (130) feet, and the subject antennas are mounted with a radiation center of one hundred twenty-eight (128) feet. AT&T plans changes in the ground equipment, feed lines, antennas and will be adding remote radio heads and a surge protection system. AT&T has stated they are modifying or adding up to 46,000 new facilities nationwide. Verizon announced they would be making similar increases and improvements in service. The Applicant intends to add new base station electronic equipment at the ground level. The support structure is located on property owned by the Town of Southold and is located at 165 Peconic Lane in Southold, New York, 11971, see figure 1. AT&T is in the process of modifying their existing facilities to bring in new technologies better known as high speed wireless broadband. This application to upgrade their existing facility will gain no substantial increase in the service area but this modification makes it possible for AT&T to start the fourth generation (4G) service process into Southold. There is no construction or tower improvements needed to accomplish this task. AT&T will continue to use four (4) existing panel antennas, a microwave dish (for backhaul), will be exchanging six (6) antennas, will add six (6) remote radio heads (RRH) and add a surge protection system, all at the one hundred twenty eight (128) foot level, see figure 2. The Applicant proposes to install a fiber optic management system and a new GPS system at ground level, see figure 3. To interconnect the LTE antennas will be new CAT-5 type feed and power cables to the ground equipment. Currently on the tower in addition to AT&T are Verizon, Nextel, T-Mobile, MetroPCS and the Town of Southold. All designs and plans for the proposed facility upgrade were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. AT&T Mobility • ►:1�','I��� �!�r��� 0; Site Number:NYNYNY0229 kW-1r1 a T in*/I r�rir! Southold r� Consultants, Inc. Town of Southold,New York March 15,2013 Page 2 Telecommunications Site Review New York Equipment Upgrade The existing support structure is listed as one hundred thirty feet and has three (3) whip type antennas top mounted for a total height of one hundred forty-eight feet ten inches (148' 10"). The whip antennas are owned by Nextel Wireless, see figure 4. According to the RF exposure analysis, SprintPCS is shown on this tower, but in fact SprintPCS is on an adjacent monopole structure in close proximity. The structural analysis states all calculations are based on the previous ANSI/TIA-222 standard "F" rather than the current "G" standard. This is acceptable, what is not known because it was not identified in the document are the Structure Classification and the Exposure Category used in the calculations; this will be required prior to issuance of permits. CityScape assumes the Structure Class is II and the Exposure Category is C; that being so, the tower rating following the AT&T changes will be 78.9% out of a maximum of 105%, see figure 5. There remains ample capacity for additional upgrades and more collocations. The Applicant supplied an analysis of RF exposure for the composite facility and the ratings remain well in the safe category, see figure 6. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. The Applicant provided documentation that their installation will be consistent with the construction drawings dated January 10, 2013. In addition the Applicant states they will make all carrier changes and modifications following the required tower upgrades as per the Structural Modification Report from the GPD Group, the engineering firm that produced the structural analysis known as GPD# 2012819.5678.01 dated October 18, 2012. Therefore according to the Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, CityScape Consultants, as wireless consultant for the Town of Southold recommends this application shall be approved. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. AT&T Mobility • /" �����"r"■����r�r� Site Number:NYNYNY02290-1 11 y Cb , W-'., 1 • A .moi Southold � A,��>• 'LY/�d�ld wood Town of Southold,New York Consultants, Inc. March 15,2013 Page 3 Telecommunications Site Review New York Equipment Upgrade D.Lorme Stree[Altn UWA 2009 ri �1 S { (s �F p. � p c _.G C 0 P`. N i~ £ F Q 6�e QG `�z 3 0 Data use q n I:rz.se Ita-orme e tnxtAtas JS.T 20u9 Jpc 308 1200 1100 2000 0eo ne .m 1 16 3' Data m 14 Figure 1. Site Location AT&T Mobility • ►��������rr�rr����� Site Number:NYNYNY0229 L •7 D 111 *i''`u ; iTa i • , Southold ■I���l[d" .il�rr��rrl ■•ods Town of Southold,New York Consultants, Inc. March 15,2013 Page 4 Telecommunications Site Review New York Equipment Upgrade PROPOSED RAYCAP DC6 DOME MOUNT ON T—AR — WITH (1) PIPE MAST (SEE DETAIL 1102/AO5) FOR MOUNTING (SEE DETAIL 1116/A05) (,, s S INC A &- ANTENNA WAP {1) AT&T ANTENNA FOR TOR MAIN (S=CTOR A) 47 PROPOSED ANDREW AT&T ANTENNA; �. I(SECTOR A) (SEE DETAIL 2&4/A031 O``• iNSTAII (2) NEW RRH S ON PIPE MOUNTI (SECTOR A) (SEE DETAIL 1/A04) _ e SWAP (1) AT&T ANTENNA FOR PROPOSED LTE AT&q �� E �WA A � ANTENNA :SWAP SE AT&T ANTENNA FOR ANTENNA (SECTOR C) (SEE DETAIL 2&3/A03) j - 1 �,; J PROPOSED LTE AT&T ANTENNA . .._... . . . .. ._— ;(SECTOR A) (SEE DETAIL 2&3/AO3k INSTALL (2) NEW RRH S ON PIPE MOUNT (SECTOR C) (SEE DETAIL 1/A04) EXiSTIN6 AT&T ANTENNA SECTOR ,C: 1, O REMAIN (SECTOR 8) 240 511 %< 1x INSTALL(2) NEW RRHrS & t2�_..._... .......; EXISTING AT&T ANTENNA -- - -- DIPLEXERS ON PIPE MOUNT (SECTOR B){ -O REMAIN (SECTOR C} " .JF, (SEE DETAIL 1/AO4),__-_., SWAP (1) AT&T ANTENNA FOR (PROPOSED ANDREW AT&T ANTENNA Jo�� EXISTING AT&T AN--NNA -(SECTOR C) (SEE DETAIL 2&4/AO3) TO RIHA N (SECTCR B) EXISTNG MICROWAVE DISH :. SWAP (1) AT&T ANTENNA°- TO REMAIN (SECTOR B) ?FOR PROPOSED LTE AT&T ANTENNA (SECTOR B) SEE DETAIL,2&3 AOS I � f i' 7 s ..v.......m...vveaue 4_cmanar .mmrxamivm.^_ xveunm. vao ... Figure 2. Antenna Configuration AT&T Mobility • r*PON■r`r■mmmmmm■■ r add—i: 71- • r-1__. F_ Y.1 Site Number:NYNYNY0229 1 0'7 It A f['o i i9-, 1 • , Z4 Southold �■[r■I�[r' .at■�■�■1�1 ■S■r Town of Southold,New York Consultants, Inc. March 15,2013 Page 5 Telecommunications Site Review New York Equipment Upgrade EPROPOSED OPS UNIT do NEW 1J2" COAX CABLE Fx a;c r ,:T ICE F:i 1,'w- TED TO BBU (PROVIDE 10' MINIMUM SEPARATIONLXSTINc GPS M ANTENNAS) (SEE DETAIL 1121/A02) UNI TC P,EMAIk +A»xue i _.._.. _ .. �_.__.. �doseb�wER ANo EitiER � _1 CABLES TO BE ROUTED THROUGH t EXISTING ICE BRIDGE 2 1/2- �riTl ��I ,n ' MCB11 y \NNERDUCT iLQLI PMc I �ht 0.•E( �� �.� v I FAC #� EQIIPMEMT EXISTING FI n � .ATTICE I O:ir:R En IN .' 4[ ILL �Ir t •�,L__.._ MFR'1#ATF ROUTE JE -' EFI `�NG -vFREZON _— _�_ t�51-!u UK SLR hJUpi^ .._.... ^, ., - .)A3NET _ E 16TING NEX'E�_ gLOt,PNSH .T-: ) "EXIS-TIN' �S 4Y 04BLE5 JE-TA—R 7 ,LTR7)r,-S Cr'CRETI- . r`AD I EXIST:N3 PROPANE TANK I f E%ISI(vG Al"_SS Ek,IN, VERIZON N6*E.ESS GATE (TYP f[1UIPMENT SHELTER i i 3 Figure 3. Ground Compound AT&T Mobility • ��` ������rrr������r r � 1 I ��. •�r—�_-n ter_♦ Site Number: NYNYNY0229 1 �-1 7 1iA t T L^u ; V' i • ; vo..4 1 Southold ��/rYa°'.��1����IrYd r!•�� Town of Southold,New York Consultants, Inc. March 15,2013 Page 6 Telecommunications Site Review New York Equipment Upgrade TOP 0= WHIP AN-FNNAS 14h'-IG + A.C.L. .INSTALL (2) NEW RRP'S ON PIPE ---' EXISTING 'NHP ANTENNAS (--P.) MOUNT (TYP, ALL SECTORS) .,.. TOP OF AT&T ANTENNAS (ttP FOR ALL SECTOR$). PROPOSED RAY(:AP DC6 DOME MOUNT ON T-ARM - 132•_5= i ACL •" WITH (1) PIPE MAST (SEE DETAIL 1102/AO5) FOR MOUNTING (SEE DETAIL 1110/AO5) Tno OF T A, r 6 3 GL SWAP (1) AT&T ANTENNAS FOR PROPOSED. EXISTING (1) AT&T ANTENNA TO REMAIN, LTE AT&T ANTENNA {TW. ALL SECTORS) SWAP (1)AT&T'"fiNTENNA FOR-PROP05E0 �k' (SEE_DETAIL_2&3/AC 3)..._.... !ANDREW AT&T ANTENNA (SECTORS A & C) , - �(SEE DETAIL 2&4/AO3) � .t <, - - EXE ING WHIP ANTENNAS (Tr>) FXISTIYC '2) AT&T AVFNVA :0 ;E� RN) C1 NITER 0� T MOBILE AN LNNAS -X61INC R,-MAIN ,,EC-0R 6) yti I'.5-0" A.,-.L- f 7 EX.S' NC --MID L 5r.NLA3 (TIP.) XI Rt CENTi r I )TPZON `kl+E'.ES3 ANTENfA EXIST*-, 3 A L ki r'NG It t l, nIRcH:SS ANi NiAu [;YP1 >( A[ "INTER t METM]P:S ANTE.NpIp FXIST'4U ✓.i�:� _'.1 ,. t 0.G.... I }li ,f; r C !INF ANTNNAS BY McTRCPCS (iYP- (2) - 4 C l A"s PES SECIi,iYi 1 + P EXIS NG AT, VE TOWED PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH \T EXISTING CABLES T PROPOSED GPS UNIT & NEW :/2' COAX CABLE } 1! ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121/A02) }:L ,7 )7 LX13 , AT&T - (irot,IPMENT Sk '_T5R y� d INi GK'S UNIT" iFlCe (. O •FMAN F.>I TING T M'R, ` t I-QUPN NT r A, ,�-- I T P C lEC' r — - - — - Figure 4. Tower Elevation AT&T Mobility • ®�r�?V7PMWOan Site Number: NYNYNY0229 jt .:: ` `: Southold Consultants, Inc. Town of Southold,New York March 15,2013 Page 7 Telecommunications Site Review New York Equipment Upgrade • GPU GROUP. Athrr tfi 'y12 AIA`lliWtt%AVOI xtr. tivi G_ iR'N 'VA11f IJLD A t;I Fr}-` "tit)i f i I i2 AMtY56I 911141A imMr TlkfiA IJt f,1111 III(..J41,,\"K( AA,f'tK i#ry:k qua:-i-mw..t(93 i• �, 4(1,1 t)A f A; JH W,#1-110 1,S,1'o<nnic.NY 1141,11,WGA COOMr 2"to ltuSN SYC%N1 ,A, VA i Nil Stg4a.d I r- t�xta i x,-ju d a w+xf-a r .�,Irvnn.,r I . l[ab i.. I int.n,= nL J.raaub. .Y pct{u�ni xzr-tiv ..«...: n«.„.«.m. Yil.• "A Nx,E�1 A' .y' f" j*MR 4M tk 1,M rut cwctr*G A 4CtWDD 6 f'DOfS p.. I tlss P I 1 � � Figure 5. Structural Analysis AT&T Mobility • PP������°"'r�r������� 1 �� ii A i.` =:11 i a Site Number:NYNYNY0229 r Southold Town of Southold,New York Consultants, Inc. March 15,2013 Page 8 Telecommunications Site Review New York Equipment Upgrade i'b4ll4lkm'.v:..^.�:si+.! t�..Lin.eii♦AF�tUR ._F':1��4�TTNC46fNdfG+.^Yset'!AY^m�iF'JL4:'.tf3CC ; lt( I vpowurt -mall' k the Proposed VNN C'iogul€rt N 5 I ( (.1 I & I Facilih .J 5itc ID-, `\ N Nlii'?9 414115 Rt)t 11, 35, VF( O\ W. N 11958 a gs` L yi �l 1 i Figure 6. Human Exposure Calculations gC 7050 fWalmetto Park Road#15-652 ' ® Boca Raton,FL 33433-3483 Phone: 877438-2851 •Fax: 877-220-4593 Consultants, Inc. February 14, 2013 9:2 Ms. Heather Lanza Planning Director Town Hall Annex Building 54375 Route 25 Southold,New York 11971 RE: New Cingular Wireless/AT&T: NYNYNY022901mf New Cingular Wireless/AT&T: NYCENY0735 23300 Main Rd in Orient Point Dear Heather, Enclosed please find five (5) originals of the reviews for the above referenced sites. Should you have any questions or continents regarding CityScape's analysis, please feel free to contact us direct at 877-438-2851. Sincerely,( Elizabeth Herington-Smith Enclosures New York Telecommunications Site ReviewConsultants, Inc. Park Road#15-652 Equipment Upgrade 7050 Pam Rat n,Florida 33433 Tel:877.438-2851 Fax:877.2204593 February 13, 2013 Heather M. Lanza, AICP Planning Director go �nTown Hall Annex Building U D54375 Route 25 D Southold,New York 11971 FEB 1920 13 old Town RE: New Cingular Wireless/AT&T Mobility PlannSoutling Board Site: NYNYNY0229 165 Peconic Lane Dear Ms. Lanza, At your request on behalf of Town of Southold in New York, CityScape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application provided by New Cingular Wireless PCS, LLC. ("AT&T"), to make upgrades and add new equipment to an existing lattice type self supporting tower. The tower has a total elevation of one hundred thirty (130) feet, and the subject antennas are mounted with a radiation center of one hundred twenty-eight (128) feet. AT&T plans changes in the ground equipment, feed lines, antennas and will be adding remote radio heads and a surge protection system. AT&T has stated they are modifying or adding up to 46,000 new facilities nationwide. Verizon announced they would be making similar increases and improvements in service. The Applicant intends to add new base station electronic equipment at the ground level. The support structure is located on property owned by the Town of Southold and is located at 165 Peconic Lane in Southold,New York, 11971, see figure 1. AT&T is in the process of modifying their existing facilities to bring in new technologies better known as high speed wireless broadband. This application to upgrade their existing facility will gain no substantial increase in the service area but this modification makes it possible for AT&T to start the fourth generation (4G) service process into Southold. There is no construction or tower improvements needed to accomplish this task. AT&T will continue to use four (4) existing panel antennas, a microwave dish (for backhaul), will be exchanging six (6) antennas, will add six (6) remote radio heads (RRH) and add a surge protection system, all at the one hundred twenty eight (128) foot level, see figure 2. The Applicant proposes to install a fiber optic management system and a new GPS system at ground level, see figure 3. To interconnect the LTE antennas will be new CAT-5 type feed and power cables to the ground equipment. Currently on the tower in addition to AT&T are Verizon, Nextel, T-Mobile, MetroPCS and the Town of Southold. All designs and plans for the proposed facility upgrade were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. AT&T Mobility • Site Number:NYNYNY0229 Len a e Southold — Town of Southold,New York Consultants, Inc. February 13,2013 Page 2 Telecommunications Site Review New York Equipment Upgrade The existing support structure is listed as one hundred thirty feet and has three (3) whip type antennas top mounted for a total height of one hundred forty-eight feet ten inches (148' 10"). The whip antennas are owned by Nextel Wireless, see figure 4. According to the RF exposure analysis, SprintPCS is shown on this tower, but in fact SprintPCS is on an adjacent monopole structure in close proximity. The structural analysis states all calculations are based on the previous ANSI/TIA-222 standard "F" rather than the current "G" standard. This is acceptable, what is not known because it was not identified in the document are the Structure Classification and the Exposure Category used in the calculations; this will be required prior to issuance of permits. CityScape assumes the Structure Class is II and the Exposure Category is C; that being so, the tower rating following the AT&T changes will be 78.9% out of a maximum of 105%, see figure 5. There remains ample capacity for additional upgrades and more collocations. The Applicant supplied an analysis of RF exposure for the composite facility and the ratings remain well in the safe category, see figure 6. According to the Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, CityScape Consultants, as wireless consultant for the Town of Southold recommends this application shall be approved but with the following conditions: 1. The Applicant shall provide from GPD Group, the engineering firm that produced the structural analysis known as GPD# 2012819.5678.01 dated October 18, 2012; the Structure Classification and the Exposure Category that was used to reach their opinion; and, 2. The proposed new power cables and fiber optic lines shall be installed next to the existing AT&T coax lines on tower face B; and, 3. The facility shall be secure from unauthorized personnel. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. AT&T Mobility • Site Number:NYNYNY0229 a Southold Consultants, Inc. Town of Southold,New York February 13,2013 Page 3 Telecommunications Site Review New York Equipment Upgrade DQLm av wA Us moo i f/ �1 /OVA r PW% � A LA K %4 ✓" �� e rr 3� s r >n i r� .a+ 4 �P r� � 3 Data use sugect to Ycense. 8 ®DeLanrie De�wme" NIas USbD 2IX19 0 X00 800 IM 1800 2000 o eOf" MN(138'W) Data Zoom 14-0 Figure 1. Site Location AT&T Mobility • Site Number:NYNYNY0229 0 ® m Southold Town of Southold,New York Consultants, Inc. February 13,2013 Page 4 Telecommunications Site Review New York Equipment Upgrade PROPOSED RAYCAP DCS DOME MOUNT ON T WITH (1) PPE MAST (SEE DETAIL 1102/005) � FOR MOUNTING SEE DETAIL 1116 AOS M (1) AT&T ANTENNA FOR-- EXISTING AT&T ANTENNA' OSED ANDREW AT&T ANTENNA �,` ' ',TO REMAIN (SECTOR A) j (SECTOR A) (SEE DETAIL 2&4/003 U 8 NSTALL (2 NEW RRH'S ON PIPE MWulql SECTOR A EE DETAIL 1/004) SWAP 1 AT&T ANTENNA FOR PRO PO L SWAP (1) AT&T ANTENNA FOR ANTENNA (SECTOR C) (SEE DETAIL 2&3/003) PROPOSED LTE AT&T ANTENNA INSTALL (2) NEW RRH S ON PIPE--� (SE" A) (� DETAIL 2&3/AM (SECTOR C) (SEE DEMI 1/004) EXISTING AT&T ANTENNA f SECTOR ��_ TO REMAIN_ (SECTOR B) EXISTING AT&T ANTENNA °) INSTALL 2 NEW RR S 2 TO REMAIN (SECTOR C) DIPLOM ON PIPE MOUNT (SECTOR B SEE DETAIL 1 004 SWAP (1) AT&T ANTEI" FOR PROPOSED ANDREW AT&T ANTETaiA �'P SECTOR C :-EXISTING AT&T ANTENNA'; SEE DETAIL 2&4 003) TO REMAIN (SECTOR B) , SWM (1) AT&T ANTENNA "EXISTING MICROWAVE DISHi FOR PROPOSED LTE AT&I TO REMAIN (SECTOR B) ANTENNA (SECTOR B) SEE DETAIL 2&3 A03 H LIJ 4 0 4 0 Figure 2. Antenna Configuration AT&T Mobility • ! Site Number:NYNYNY0229 a O Southold Consultants, Inc. Town of Southold,New York February 13,2013 Page 5 Telecommunications Site Review New York Equipment Upgrade E%1STNG AT&T ICE BRIDGE -._ PROPOSED GPS UNtT & NEW 1/2 COAX CABLE -EXISTING GPS OUTED TO BBU (PROVIDE 10' M*aM M SEPARATION EXIS N REMAIN FROM ANTE1i") (SEE DET,% 1121/Ao2) �.—._. .— GPSM GAKIS TO BE ROUIED THROUGH EXISTING KE BRIDGE 2 1/2" I EXISTING j �NNERDUCT j T-MOBILE Il I e ! EQUIPMENT I} EXISTING AT&T PAD EQUIPMENT iSHELTER EXISTING LATTICE TOWER I II �- EXISTING GRAVEL COMPOUND^� YYY \ APPROXIMATE ROUTE OF -- EXISTING VERIZON EXISTING UNDERGROUND IIL��J CSC CABINET A COUP CABLES EXISTING NEXTEL EXISTING (^/' EQUIPMENT SHELTER EXISTING GENERATOR T 1 METROPCS CONCRETE PAD EXISTING PROPANE TANK i I i '—EXISTING ACCESS EXISTING VERIZON WIRELESS GATE (TYP•) {i EQUIPMENT SHELTER I h e o e to rT Figure 3. Ground Compound AT&T Mobility • Site Number:NYNYNY0229 0 • Southold Consultants, Inc. Town of Southold,New York February 13,2013 Page 6 Telecommunications Site Review New York Equipment Upgrade TOP OF WHIP ANTENNAS 118-10 t A.G.L. NISULL (2) NEW RIM 01N 'PIPE } EXISTING WHIP ANTENNAS (TYP.) LEOINTT (TYP. ALL SECTORS) ____. y ___ 70P OF AT&T NIIENULS_�fOR_AA,.SED10Rs1 -� PROPOSED PE MA DCS E D IIOTMT ON S)ARM—� 132'-T t AG.L t' wnN (1) PIPE war (SFE DETAIL 1102/AOS) FOR i MDUNTNG (SEE DEPJL 1116/AO5) TOP K rrnisu__-_. _..--- 131'-8' 3 AG.L SWAP (1) AT&T ANTENNAS FOR PROPOSD EXISTING (11 AT&T ANTENNA 10 ROM N.,; _ LTE AT&T ANTENNA (TVP. ALL SECTORS) ANDREW AT&T ANTENNA (SECTORS A& C) �� (SEE OETAIL 4tl/A631 (SEE DETAIL 264/AO3) EXISTING WHIP ANTENNAS (TYP.) EXISTING (2) AT&T ANTENNA m - 15' :ER OF T-MOBILE eYIrI;Nt�95-EXISTING__..__ REMAIN (SECTOR B) 1S'-0'-0' f AG.L -� EXISTING T-MOBILE ANTENNAS (M.)-- __. . RAD CENTER OF VER120N WIRELESS-ANTENN S EXHM� - -- - 100' EXISTING VERI20N WIRELESS- ANTENNAS OW.) _ _ IUD CENTER OF METROPCS_ANTENNA EXISTING - 4 90-0'-2 AC.L -- ..`------EXISTING ANTENNAS BY METROPCS (TYP. (2) ANTENNAS PER SECTOR) --EXISTING LATTICE TOWER --_PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH EXISTING CABLES —PROPOSED GPS UNIT & NEW 1/2' COAX CABLE ROUTED TO WU (PROVE 10' MM" SEPARATION FROM AMETRIAS) (SFE DETAIL 1121/AO2) I EXISTING AT&T—._.. ) EQUIPMENT SHELTER EXISTING CHAIN CNC LJNK— FENCE - - - EXISTING GPS UNTI`-- TO REMAIN _- EXISTING T-MOBILE-- EQUIPMENT PAD TOP OF GRADE 0-0 i A.G.L. 10 9 0 10 20 FT Figure 4. Tower Elevation AT&T Mobility • Site Number:NYNYNY0229 o i Southold Consultants, Inc. Town of Southold,New York February 13,2013 Page 7 Telecommunications Site Review New York Equipment Upgrade A& GPD GROUP, w.ew.. edd CCnnI11s11mcatioM 6d Sladt 100 Paleam O*V%Su!17S 521 501111h Win St,S111e 2531 , - i1 ales N1~ Alsun Oft 44571 171111571-0009 050)SM100 GPDP M$Uft nal Oefohs 11k 7017 SIYICIURAIL ANAl15LL af10R ASST OirJi0 10/t ab um "M See Mt SOUTHO6D She Maaae 1NP4709 AIN Hued Aloe all WWn AWM1716 OITMA: CMW 11AaW4224,314161K 3919 N171K A ASO 746 a no Wase No a-ke M"e Waiaee 3W lee Im DATA: 1/44114nN le,pally NY 11166,a"Cay? Ladei ON r 3LH A•W.lie 7P jr ltjse'W Ill PWT SO JWW Taelw AAt. Liu Weiss, QU is Olened to Wird 9a Seerlreel Atra emod b deuawe M lnutad iNe fiy d dw dainrniaal Ower. The p+ryon d dN eaellla 1610 fterinim da K*sW*of#4 Wt wab dta Geri Wry and poapoud kma% audpaeam damped in dw anslyaia mpw NNWPW session Taw Sneer leud VA&Pwpeeed 6Wis,W 7&91 Hee Farreleaoa sane w19r fee9ond farepnrera: 75.11 Hs We ere CPO aPPwtiN tlss o{pane WY of PurowWs ou, coraw-drrs Pn*"iWW rrvlcw b lou and Balled C-4-WA oedam If lar fust y any qulans err nwA fwl wr issss oe to else[or aril cowP*m Piew do ra .resale to alL e�7Mrsi6ttMed AD &090 44.1 a11 b�Po�N 4y NEW Yat k.090D1?T Is Sea SeMUrleYer_fl2'br�ct�Y.�wt,fire te711 pyrl.ala fa""7"NI uwrws`a.tr.rnwr.r rw Nr�.aerana tr,r. tir.wa, t+.twv. Figure 5. Structural Analysis AT&T Mobility • Site Number:NYNYNY0229 e e Town Consultants, Inc. Towwn off Southold,New York February 13,2013 Page 8 Telecommunications Site Review New York Equipment Upgrade RF Exposure Analysis for Proposed New Lingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYNYNY0229 414 05 ROUTE 25, PECONIC, NY 11958 January 14.2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications,Inc. Figure 6. Human Exposure Calculations • • MAILING ADDRESS: PLANNING BOARD MEMBERS O SOS P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair 1� OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex G Q 54375 State Route 25 JAMES H.RICH III %�� �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR liyCOU,M'N Southold, NY n 11 Telephone:631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 1, 2013 John Coughlin, Esq. Res, Nielsen, Huber& Coughlin, LLP 36 North New York Avenue Huntington NY 11743 Re: Proposed New Cingular Wireless Up-grades @ Southold Police Dept. Located at 105 Peconic Lane, Peconic SCTM#1000-75-5-14.1 Dear Mr. Coughlin: The Planning Department is in receipt of an application to up-grade an existing New Cingular Wireless facility and add an equipment cabinet at the existing monopole site referenced above. Pursuant to §280-130A of the Southold Town Code, the Planning Department is seeking to provide a brief report to the Building Department concerning the proposed wireless communications up-grades to determine whether they meet the guidelines for wireless facilities. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of $8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$8,500.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's fee will be returned to you. Our consultant is Cityscape Consultants, Inc. They may contact you directly regarding this application. Please, if you have any questions regarding this application or its process, do not hesitate to call this office. Thank you in advance for your prompt payment. Very truly yours, ��C,__ tY8 Brian A. Cummings Planner Page 1 of 1 Kalin, Carol From: Kalin, Carol Sent: Thursday, January 31, 2013 9:20 AM To: 'rick@cityscapegov.com' Cc: 'kay@cityscapegov.com'; Cummings, Brian A.; Terry, Mark; 'Cremers, William'; Lanza, Heather; 'Rich, James', 'Sidor, Martin'; 'Wilcenski, Donald' Subject: Directions to View Town of Southold Wireless Files on Laser Fiche Importance: High Listed below, please find directions to review the following files: 1000-18.-5-13.8, New Cingular Wireless at Orient Fire District 1000-75.-5-14.1, New Cingular Wireless at Police Station 1000-75.-5-14.1, Sprint at Police Station 1000-96.-1-19.1, New Cingular Wireless at Junge 1000-108.4-11.3, New Cingular Wireless at Baxter 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found above). If you have any questions, Brian Cummings is the Project Manager and he can be reached at the phone number listed below between 8:00 a.m. and 4:00 p.m. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin@town.southold.ny.us 1/31/2013 FOR INTERNAL USE ONLY w SITE PLAN USE DETERMINATION Initial Determination e�e� Nei,�G nc� ►^ Date: l _l� !p�� Date Project Name: 19wrt So �� (LJ � Project Address: 16 nPcoKre� /a Suffolk County Tax Map No.:1000-_15 _-_5 -L_41 Zoning District: I�D� Request: OA. (Note: Copy of Bui ding 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 required: 7P� Geo . Sig attire of Building inspector Planning Department (P.D.) Referral:' ? P.D. Date Received: / ��/ Date of Comment: ! / r Com ants: 2vl� ,OSi Dap-q of Planning Dept--Sta eviewer Final Determination Date: / / Decision: Rinnntura of Ruildina Insnartnr J C11/, MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 DONALD J.WILCENSKI O��OF SOU�yO Southold, NY 11971 Chair p OFFICE LOCATION: WILLIAM J.CREMERS 4 Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR YCOU Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Dir ct Date: April 12, 2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE modifications and upgrades SCTM#1000-75.-5-14.1 Lattice Tower at 165 Peconic Lane, Peconic As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed LTE modifications pursuant to §280-74 13(2), and has received a report from our wireless technical consultant, Cityscape, Inc. We have the following recommendations for this application: 1. The application is not in compliance with all the General Requirements §280-70. In particular, the existing structure is not capable of safely handling the load proposed according to our consultant Cityscape (see attached report from Cityscape, as well as the Structural Modification Report from GPD Group dated October 18, 2012). The tower structure must be brought into compliance prior to any wireless modifications being done. The applicant has stated to our consultant that they will do so, and it is our recommendation that the following be completed prior to a building permit being issued for the wireless LTE modification: a. Upgrade the tower structure as per the Structural Modification Report from GPD Group dated October 18, 2012 (attached). b. Require the applicant to notify Planning and our consultant Cityscape when the structural upgrades have been completed, and obtain certification from Cityscape that the structural upgrades have been constructed as approved. 2. Once the structural upgrades have been verified as completed by our consultant Cityscape, the building permit for the wireless LTE modifications may be issued. The proposed LTE modifications and upgrades shall be consistent with the construction drawings dated January 10, 2013. Thank you for your cooperation. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board ofxealth SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey. SoutholdTown.Nort6Fork.net PERMIT NO. Check Septic Form N,Y,S.D.B.C. Trustees Flood Permit Examined 20_ Storm-Water Assessment Form Contact: Attorney for Applicant: . Approved 120 Mail to: Re,Nielsen,Huber&Coughlin,LLP Disapproved a/c 36 N.New York Ave.,Huntington,NY 11743 Phone. 6314254100 Expiration 20_ Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date �20 a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f,Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a 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 alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS,LLC (Signature of applicant or name,if a Limited Liability Company 1444 E.Jericho Tpke.,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer,general contractor, electrician,plumber or builder Applicant is Lessee Name of owner of premises Town of Southold limited liability company (As on the tax roll or latest deed) velicut i s �cignature of duly authorized officer e mgu ar t Bv' (Name and title l> t�tstt4t>e�t ffW Doug Hall,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Builders License No. Plumbers License No. N/A Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Town of Southold Police Station 165 Peconic Lane, Peconic,NY House Number Street Hamlet County Tax Map No. 1000 Section 75 Block 5 Lot 14.1 Subdivision Filed Map No. tips„c: .. .1 4.0:44...1 A-IWI w-+V110 -Ante: Aldu`I v,cofwO,, S O.Tet6mit"o .ole vinic+r) uacrraVl ni t�sPtilssnV K "� .Iso a-•tiyr i noirimmu' t 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Police Station and Public utility wireless telecommunications facility b. Intended use and occupancy Public Utility Wireless Telecommunications Facility 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other WorkEessee/Applicant propose to modify/upgrade its exising public utility wireless telecdmmunications facility as depicted in the plans submitted herewith. (Description) 4. Estimated Cost—u$ G C�Cl. O CI Fee (To be paid on filing this application) 5. If dwelling,number of dwelling traits N/A Number of dwelling units on each floor If garage, number of cars Police station and public utility wireless telecommunications 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use.facili y 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories tYisi7n 131�6'1 i2 n G✓. �cl�t>1r� Ncw Un� nl'-Zt 28 LC ,t Dimensions of same structure with alterations oradditions: Front Rear Depth Height Number of Stories SL,rvt.e 4S abc��' 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories su-^e as a6Ct,C / 12.1 acres 9. Size of lot:Front Rear Depth 10. Date of Purchase 7/11/1968 Name of Former Owner William M.Beebe,Robert D.Boyd and Robert E. Rehm 11.Zone or use district in which premises are situated Residential R-80 12.Does proposed construction violate any 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 53095 Route 25 14.Names of Owner.of premises Town of Southold Address Southold NY 11971 hone No. 631-765-1800 Name of Architect Bechtel Associates Professional CocttAddress Phone No QQ i- Name of Contractorjatr Ccvrtmu.nicalt FlS (Addressloo royqya ' 'Nv Phone No. -0 - G 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES_NO x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on su.vey. 18. Are there any covenants and restrictions with respect to this property? * YES_NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF N0.S a4 Doug Hall being duly swom,deposes and says that(s)he is the NMR9PF& (Name of individual signing contract)above named, Mwb= President of Shore 2 Shore Wireless Inc Agent for Applicant-New Cingular Wireless PCS LLC Lessee (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 of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swor before me this Clay of �//O U 20 Ne ngul, Wi ele PCS,LLC By. SignatureofApplicant Notary Public Patrick S. O'Rourke Doug Hall,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Notary Public State of New York No. 910R6252WA. QuttliAed in Nassall County C Commision Expires 06e. S,2flLJ SURVEY OP PROPERTY S7TI1u417'E SO4 Tl TOLD ?'O'WW'OT SOUTL TOLD �OF ow ro s39.7b' S` TTOL'C CO'U?4?-Y, THEW YORK eAY 4.. g SCTM#1000-75-5-14.1 • ,., - AREA'12-27 1 FT m E � ii.3�No�M 144600'20'1 y 12.27 ACRES ,T.,•SASTwIw ,, ,T TW �„"' �tvlan+aff' w N t 15.2-SMO tr m. W III.WMOIEit MOMIMENT iO11ND quo tASLL W aum mrc VIEWS Iv Lc 0 100 ;4•Y 1 I., i mr 1eIA�Vt; N[ Im°I 'FAVE I.m z OeICI E m w 0 '� °uww I N I . 8 ro� I I �E mAr NOWORFIORAIFAIY 6AM KXXDW �l mIO[le •I♦ e 0Irer eunO IL.•Gf/ i VILEW. IV/ V averamAv � Cm 0o MDW OR MTKAA wm i ANPXA[T ORIYS j � V P1AIfd IATXAM r° -'d8E71P"'�Y 1 u I. ME N55056'006E 256.09' .esl N Z- C: IN. Y i 01H00 I TINI.i/e 1SM re311lII ppp If — I Mull IrAII. mu � Irtrreeeeuv/umu "°s+°le p y 1/./' g nurluspll/ ' h .WA 6.1 0 ' �N !1 FFFFF // III' lU p 4Qw �'� ur ' l/Ar t"9 ntm ur eArt � eeml fONlnE'[S mq � Imm' --- �____�� �� etAO''e°++° mt -- Q __ — y qa 43.3 e.. 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R. 25 �.'.' 4 wwramnrvu�v.m'otm TMeumr � I •'� �t u"wAm'v�,wrsvrwrawrtwmuw. �9ti •�-. aouvlwuwYrlwwr/vwe'wwawran °aw. �. wmev4rmeo/TMee"emuwrrmesriror °"h A4YObM,'.eYMWIO•dl(m11RAlY\eCCAl011Am1 1'WLIVMAIY I"M.eIYI,m114dM/YI'NV IeIO.Yi °leave/el/IrroMmu°r/wY,Y141rr1'ILAemmV Ar'po"owmMm"le'rlwwAAomMArr'® , Of MlmmemMllNnplYll"IMIrY1ff11PIW' IMNt JOHN GALLACHER LAND SURVEYOR c /°t{'m eurr�Ai'iet°bfievr W. 59 59 FLORENCE DRIVE MANORVILLE, N.Y.11949 emrro ro ela M alri4w w'mv4 mrtAmw"IIIL .ma rlAmmeAw4Amnwroe."urr.remr SURVEYED: OCTOBER 30,2003 (631 )874-0400 rmlr teunomaeaelelmvrmrer °[L91bIMeIIOIIIIwIW m4V ltONOMeI/1"mr°I0 ypinwmmMeu"rrx • MAILING ADDRESS: PLANNING BOARD MEMBERS O� O f SOU�LO P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair h p OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY • SSS 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �.('COU,M Southold, NY 111' Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 9, 2013 John J. Coughlin, Esq. Re, Nielsen, Huber& Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Refund Unused Consultant Escrow Fees —Wireless Reviews Dear Mr. Coughlin: Enclosed is a check in the amount of $22,500.00 for the balance of the funds provided by your client(s) to the Town to cover the expense of a consultant to assist with the review of the following site applications: • New Cingular Wireless at Orient FD 1000-18-5-13.8 • New Cingular Wireless at East Marion FD 1000-31-3-11.31 • New Cingular Wireless at Peconic Animal Shelter 1000-75-5-14.1 • New Cingular/AT&T at CR 48, Cutchogue (Junge) 1000-96-1-19.1 • New Cingular/AT&T at Elijah's Lane (Baxter) 11000-108-4-11.3 In each case, your client sent an initial amount of $8,500.00. CityScape Consultants subsequently billed a total of $4,000.00 each (see attached invoices). Pursuant to Town Code §280-74A(4)(c), we are returning the unused portions of the funds to you ($4,500.00 per review). Sincerely, Donald Wilcenski Planning Board Chair Encs. VendorNo. f fiCCk:3T0:ii i:::<;::::;i:::i:::i:'i;::::;:' Town of Southold, New York - Payment Voucher Vendor Name Vendor Address htCtCt1:6Y ':.:: R4, NIelsen, Huber & Coughlin, LL 36 North New York Ave. Audit Vendor Telephone Number ..... 425-4100 Huntington, NY 11743 "''' Vendor Comas John Coughlin Invoice Invoice Invoice i Net Purchase Order Number Date Total Discount Amount Claimed Number Description of Goods or Services ,'.>:Gedt7$1��� ''` Fgar}"slidAocpdpt:N4vibe:..>";. $4,500. eimburse unused escrow :: : :::»»»`:: �nngillting review se8#32D re ess application dk 4,500. j G` u 1 ati W i rd ess 1($4,500.) 1 21:IS....4.A......:i:...;...............;;. i i I Payee Certification Department Certification The undersigned(Claimant)(Acting on behalf of the above named claimant) I hereby certify that the materials above specified have been received by me does hereby certify that the foregoing claim is true and correct,that no part has in good condition without substitution,the services properly been paid,except as thenar stated,that the balance therein stated is actually performed and that the quantities thereof have been verified with the exceptions due and owing,and that taxes from which the Town is exempt are excluded. or discrepancies noted,and payment is approved. SignatureTitle Signature Company Name Date Title Planning Director Date Vendor No. 86C1ci0 Town of Southold, New York - Payment Voucher 331 Vendor Name Vendor Address Intetetl:by.._. >: ........ .. ...... . ... ... .... ............................ .............. CityScape Consultants, Inc. 7050 W. Palmetto Park Road 1115-652 Apdit;Date Vendor Telephone Number Boca Raton, FL 33433 Tmva clerk . . Vendor Contact .. . Invoice Invoice Invoice jj Net Purchase Order Number Date Total Discount Amount Claimed Number Description of Goods or Services .:..Gone ral. Fnmtaod:AcconatNunibec 2527 3/27/13 $4,000. $4,000. 25337 Site application review New Cingular Wireless $4,000. at Peconic Animal Shelt $ b91 SCTM111000-75-5-14. 1 ($4,000) 8 ; 115.4Q ::................ I Payee Certification Department Certification The undersigned(Claimant)(Acting on behalf of the above named claimant) I hereby certify that the materials above specified have been received by me does hereby certify that the foregoing claim is true and correct,that an pan has in good condition without substitution,the services properly been paid,except as therein stated,that the balance therein stated is actually performed and that the quantities thereof have been verified with the exceptions due and owing,and that taxes from which the Town is exempt are excluded. or discrepancies noted,and payment is approved. SignatureTitle Signature --- Company Name Date TitlePlanning Director Data L,/ l,/ chyscabe • INVOICE 7050 W.Palmetto Park Rd#15-652 DATE INVOICE# Boca Raton,FL 33433 Tel:(877)438-2851 Fax:(877)220-4593 3/27/2013 2527 BILL TO KA —I�Town of Southold 1 �JHeather Lanza,AICP, Planning Dir R 12013P.O. Box 1179 Southold, NY 11971 r Project Ref/PO: ATT NYNYNY0229 165 Peconic Description Rate Amount Site Application Review and Analysis: ATT NYNYNY0229 4,000.00 4,000.00 Site Application submitted by New Cingular Wireless(AT&T Mobility)to modify/upgrade existing facilities located at 165 Peconic Lane, Southold Review completed 03/15/2013 Total $4,000.00 CityScape Consultants,Inc. TOWN OF SOUTHOLD Purchase Order • 25337 Tax Exempt * A163554 Date March 22, 2013 Account * B 8020 .4 500 350 Deliver and send billing to: Vendor Department PLANNING BOARD CityScape Consultants, Inc. 7050 W. Palmetto Park Road Address 1115-652 LBoca Raton, FL 33433 VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST TOTAL Consulting re s Applic. modify N com facili t is NOT TO EXCEEI SCTM# } $4,000. c 1 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN TH A �N CHARGED a l/ b Dept. Head I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER MAR 182013 Southold Town Consultants,Inc. Planning Board AGREEMENT FOR SERVICES b� This Agreement for Services, hereinafter referred to as the "Agreement," is entered into as of the day of /1 c r c h , 2013, between CityScape Consultants, Inc., a Florida Corporation, hereinafter referred to as the "Consultant," and the Town of Southold, New York, a municipal corporation,hereinafter referred to as the "Town". WHEREAS, Section 704 of the Telecommunications Act of 1996 mandates that local government cannot prohibit the provision of personal wireless services and requires local government to not unreasonably discriminate among providers of functionally equivalent services; and I '. WHEREAS, the Town desires to engage the services of the Consultant to perform for the Town consulting services regarding the review and analysis of wireless application reviews (Application Review)to ensure the Town's compliance with the aforementioned provisions and other existing federal regulation and legislation, to ensure the wireless carrier's compliance with Town's regulations, and to assure the need for, and minimize the aesthetic impact of,these facilities on the surrounding areas of the Town; and WHEREAS, the Consultant desires to consult with appropriate Town staff as an independent contractor of the Town; and NOW, THEREFORE, in consideration of the mutual benefits and conditions set forth below, the parties hereto agree as follows: 1. Scope of Services to be performed by Consultant. Consultant shall perform those services described in Exhibit "A", attached hereto and incorporated herein by reference. In performing such services, the Consultant shall comply with all federal, state, and local laws and regulations applicable to the performance of such services. The Consultant shall perform services diligently and completely and in accordance with generally accepted professional standards of conduct and performance. 2. Duration of Contract. This Agreement shall be in full force and effect for a period of one. 1v year(s) commencing upon execution of this Agreement. This agreement gr gr ent shall renew automatically for successive annual terms, unless terminated by either party, thirty (30) days prior to expiration of the then current term. 3. Compensation and Method of Payment. i ' A. As payment for the services to be performed hereunder by Consultant, one of the following payments shall be made to the Consultant, depending on the level of review as outlined below: I 1. Site Review and Analysis to include: Two (2)related meetings(i.e. site visit, planning,public hearing, etc.) $6,500.00 2. Site Review and Analysis to include: One(1)related meeting(i.e. site visit, planning,public hearing, etc.) $5,000.00 3. Site Review and Analysis (collocation, modification and/or upgrades)(not including any meetings): $4,000.00 Review fees will be paid directly to the Town by the applicant through the Town's application and review process. Consultant will invoice Town for the full contracted amount, after Consultant has submitted final review to Town and/or attended required public meeting(s)at the discretion of the Town. Payment of invoice will be due within (30) days of the date of invoice, subject to the Town's ordinary procedures for processing of payments. B. Additional Services. If Consultant is required to attend additional planningiboard meetings and public hearings beyond the two meetings provided above, to provide testimony regarding the Consultant's recommendations pertaining to any Application, additional charges may apply based on actual cost of travel and attendance by a CityScape representative. Any additional charges over the contracted amount will be approved in advanced by Town and agreed to by both parties in advance. �I 4. Notices. Whenever any notice is required or permitted, such notice shall be in writing and shall be deemed sufficiently given if delivered by hand or by guaranteed overnight delivery service to the address of the party to be notified or if deposited in the United States mail, postage prepaid, certified or registered mail, return receipt requested, addressed to the party to be notified as follows: CONSULTANT: CityScape Consultants, Inc. 7050 W Palmetto Park Rd#15-652 Boca Raton, FL 33433 Attn: Kay Miles, Business Manager Tel: 877-438-2851 Fax: 877-220-4593 TOWN: Town of Southold 53095 Route 25 PO Box 1179 Southold,NY 11971 Attn: Heather Lanza,AICP, Planning Director Tel: 631-765-1938 Fax: i Notices delivered in accordance with this paragraph shall be deemed received on the date of delivery to such address or, if mailed,three days following deposit in the United States mail. Either party may change its address for delivery of notice by giving notice of change of address in compliance with the terms of this Section. I 5. Entire Agreement: This Agreement constitutes the entire agreement and understanding of the parties and supersedes all offers, negotiations, proposals and any other agreement of any kind relating to the subject matter of this Agreement. There are no representations or understandings of any kind not set forth herein. Any modification of this Agreement shall be in writing and executed by both parties hereto. 6. Venue. In the event of any litigation arising out of this Agreement, the parties hereto agree that Suffolk County in the State of New York is the proper venue for such action. ISI 7. Authority. Each party hereto represents to the other party that such individual executing this Agreement on behalf of that party is authorized by the requisite action of the party to execute this Agreement. 8. Governing Law. This Agreement shall be construed in accordance with the State of New York law. 9. Project Records and Documents. Each party, upon reasonable request of the other party, shall permit examination or audit of all project-related records, books, documents, and papers during or following completion of the project. Each party shall maintain such records, books, documents, and papers for at least three (3) years following completion of the services performed. 10. Assignment. Neither party may assign or transfer its rights or obligations under this Agreement j without prior written consent of all other parties. IN WITNESS WHEREOF,the parties have signed this Agreement on this i day ofXn4,_M13 CONSULTANT: CITYSCAPE CONSULTANTS, INC. Title: ATTEST Print Name TOWN: TOWN OF SOUTHOLD,NY Ey: - Title:__J�w ATTEST: 1 n ,(deo � �lJ� ��✓1 Print Name i Exhibit A(page 1 of 2) i'. Third Party Expert Site Application Review CityScape will provide expert review (Application and/or Review) of applications submitted to the Town for the placement, construction and/or modification of personal wireless service facilities. CityScape's methodology carefully follows the federal and state regulations and includes an initial checklist of the material submitted for completeness. CityScape will provide to the Town a detail list of submittals which will be required in order to fully evaluate an Application. The Town will forward to Cityscape any application submittal package, or arrange for CityScape to receive submittals simultaneously from the applicant, for which a review is required. If an application is deemed incomplete, CityScape will conform to the Town's policy regarding proper stakeholder notifications while maintaining the FCC shot clock (if applicable). Copies of any additional information furnished by the petitioner will be copied and provided to the Town. CityScape's review and evaluation will include, but is not limited to: 'I I' • Accuracy of data and application completeness of submission; • Assurance that the Town works within the confines of the FCC"shot clock"(if applicable)and meets the time allowed for disposition of telecommunications applications; • Applicability of analysis techniques and methodologies; • Validity of conclusions reached; • Compliance with all applicable federal, state,and local structural codes. • Whether the proposed wireless telecommunications facility complies with the applicable approval criteria set forth in the town's local regulations; • Determination if the search ring is adequate based on generally accepted cellular, PCS, ESMR, ISP, paging and other engineering principles for the intended site; • Evaluation of proposed height based on capacity, coverage or upgrades; • Evaluation of the site option and/or any alternative site location options and collocations/modifications/upgrades; • Evaluation of compliance with existing Town and other ordinance and regulations (Le., setbacks, tower separations, ordinance definitions,etc.) • Compliance with all Town zoning requirements to include but not limited to correctness of concealed design, low profile antenna installation, maintaining the correct number of approved zoning collocations and assurance of matching concealment; • Compliance with the Telecommunications Act of 1996 and other applicable federal laws, rules and regulations; • Compliance with state wireless statutes; • Evaluation of aesthetic impacts and possible mitigation of, structures, shelters, containers and landscaping to provide a more aesthetically pleasing solution; • Evaluation of Federal Communications Commission (FCC) Radio Frequency (RF) exposure compliance; • Evaluation of Compliance with Public Safety Communications systems; • Other lawful matters deemed by the Town to be relevant to determining whether a proposed wireless telecommunications facility complies with the provisions of the Town's regulations. Exhibit A(page 2 of 2) i When all submission items are deemed complete, CityScape within fifteen (15) days, will submit to the Town, a written report summarizing the petitioner's request and detailing the findings. CityScape will provide the Town with an agreed upon number of copies, submitted via Federal Express, next day delivery, of the written analysis. A PDF copy of written analysis is available upon request via electronic mail. Upon request and advanced scheduled notice by the Town, CityScape will attend related zoning hearing(s) for expert testimony and will also be available to generate any follow-up submittal letters pertaining to expert testimony regarding a petitioner's application. Application Review Fees The Application Review fee includes an initial review for "technical completeness," evaluation of the application and submitted materials and/or follow-up review and/or letters on same application. There will be no incidental charges associated with the review fee (i.e., faxing, emailing, printing and reproduction costs). The site review may include attendance, as requested in advance by the Town, at related planning/zoning hearings to provide expert testimony and assistance to the Town. I The review fee will be paid directly to the Town by the applicant,through the Town's application and review process. CityScape will invoice the Town for the review upon the completion and submittal of the completed review and analysis by CityScape and attendance at any scheduled meetings at the discretion of the Town. I I I II E I VIII / ~ I • MAILING ADDRESS: PLANNING BOARD MEMBERS q SOU P.O.Box 1179 DONALD J.WILCENSKI �� TIyO - Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY co G @ 54375 State Route 25 JAMES H.RICH III �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR l�f" Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 21, 2013 Re: Checks The attached checks are consultant escrow fees for the New Cingular Wireless (NCW) facility reviews listed below. Please deposit each into B691 Deferred Revenue Account. Thank you. Applicant/Project Name Tax Map Amount Check & Type ## Date/No. Modify NCW telecom facility at Baxter/Elijah's Lane $8,500 3/19/13 -#1468 escrow fee 108-4-11.3 Modify NCW telecom facility at $8,500 3/19/13-_#1 469 Police Sta. in Peconic-escrow 75-5-14.1 Modify NCW telecom facility at $8,500 3/19/13-_#1 470 Orient FD—escrow fee 18-5-13.8 Modify NCW telecom facility at $8,500 3/19/13-#1471 E. Marion FD—escrow fee 31-3-11.31 Modify NCW telecom facility at $8,500 3/19/13-#1472 CR 48 Cutchogue (Junge)— q6-1 -19.1 escrow fee LR atts. FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date �c Date Sent: / iI_l _ � cml� ,�, tK Project Name: ©wU u/ Project Address: 6pocoklc' Ia .- Suffolk County Tax Map No.:1000- L Zoning District l80 Request: 0 (Note: Copy of Bui ding Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: I P S Initial Determination as to whether site plan is required: ' 0-s C 1/ O Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: / / Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date:--i—I-- Decision: ate: I IDecision: Rinnnhira of Ruildino Insnactnr f � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120_ Storm-Water Assessment Form Contact: Attorney for Applicant: . Approved ,20 Mail to: Re,Nielsen,Huber&Coughlin,LLP Disapproved a/c seu o 1 36 N.New York Ave.,Huntington,NY 11743 Phone: 631-425-4100 Expiration ,20_ Building Inspector APPLICATION FOR BUILDING PERMIT Date ^'l 20 5 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a 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 alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS,LLC (Signature of applicant or name,if a O q=&tietOt) Limited Liability Company 1444 E.Jericho Tpke,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is Lessee Name of owner of premises Town of Southold limited liability company (As on the tax roll or latest deed) a�aplicapt iia " i signature of duly authorized officer e mgu at u By" (Name and title tltaKa rer) Doug Hail,President of Shore 2 Shore Wireless, Inc.,Agent for Applicant Builders License No. Plumbers License No. N/A Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Town of Southold Police Station, 165 Peconic Lane, Peconic,NY House Number Street Hamlet County Tax Map No. 1000 Section 75 Block 5 Lot 14.1 Subdivision Filed MapNo.�J.t%, it t., ! •1010✓i'ar 'et3tt!'. 7it.4a". 'r ..rau✓ �Q## %f6J44[ltt 4110 r 1044 tl,r'I :,ttvr `g! toil Il fwkj tY. s'l�1 '•'JIE.(r.'4 aQV19:..xt,.;- L r 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Police Station and Public utility wireless telecommunications facility b. Intended use and occupancy Public Utility Wireless Telecommunications Facility 3. Nature of work(check which applicable):New Building Addition " Alteration Repair Removal Demolition Other Work Lessee/Applicant propose to modify/upgrade its exising public utility wireless telecommunications facility as depicted in the plans submitted herewith. (Description) 4. Estimated Cost ?SSC CI. l C') _ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars police Station and public utility wireless telecommunications 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use�racility 7. Dimensions of existing structures, if any:Front Rear Depth Height NumberofStories b/i517 131'-01 }owe✓. Ec+- roc) Ncw Un9kfri✓ tt/,rcfcss cnu-tpYne✓1} ayef� I4t-�i k� zg r_c �� Dimensions of same structure with alterations or additions: Front Rear ' Depth Height Number of Stories Q„+ne 4S abct�' S. Dimensions of entire new construction:Front Rear Depth Height Number of Stories Sc-^e Qs / 12.1 acres 9. Size of lot: Front Rear Depth 10.Date of Purchase 7/11/1968 Name of Former Owner William M. Beebe,Robert D. Boyd and Robert E. Rehm 11. Zone or use district in which premises are situated Residential R-80 12.Does proposed wnstruction violate any 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 53095 Route 25 Town of Southold Address Southold,NY 11971 hone No. 631-765-1800 14.Names of Owner of premises j Name of ArchitectBechtel Associates Professional Corngddress Phone No - Name of Contracto& �iw raft rl 7 h r"Address r 7n✓e Phone No.c)01- 511- C 2 °I t�ICF N 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES NO x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF kCS to Doug Hall being duly swom,deposes and says that(s)he is the KTRgM& (Name of individual signing contract)above named, President of Shore 2 Shore Wireless, Inc.,Agent for Applicant-New Cin ular Wireless PCS LLC Lessee (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 al l statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworqytqq before me this.� U t5zLdayof V A 20_ Ne 'ngul Wi elignurwre LfAppiiio�ant— r By –� Notary Public Patrick S. O'Rourke Doug Hall,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Notary Public State of New York No. 0114R6152091. Qualified in Nassau County C Commision Expires Dec. S, 20LJ United States Code J United States Code J TITLE 47—TELEC-RAPHS.TELEPHONES,AND RADIOTELEGRAPHS CHAPTER 13—PUBLIC SAFETY COMMUNICATIONS AND ELECTROMAGNETIC SPECTRUM AUCTIONS JSUBCHAPTER IV—SPECTRUM AUCTION AUTHORITY 47 U.S.C. S 1455. Wireless facilities deployment (a) Facility modifications (1) In general - Notwithstanding section 704 of the Telecommunications Act of 1996 (Public Law 104-104) or any other provision of law, a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2) Eligible facilities request - For purposes of this subsection, the term "eligible facilities request" means any request for modification of an existing wireless tower or base station that involves - (A) collocation of new transmission equipment; (B) removal of transmission equipment; or (C) replacement of transmission equipment. (3) Applicability of environmental laws - Nothing in paragraph (1) shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act [16 U.S.C.470 et seq.) or the National Environmental Policy Act of 1969 [42 U.S.C.4321 at seg.] . (b) Federal easements and rights-of-way (1) Grant - If an executive agency, a State, a political subdivision or agency of a State, or a person, firm, or organization applies for the grant of an easement or right-of-way to, in, over, or on a building or other property owned by the Federal Government for the right to install, construct, and maintain wireless service antenna structures and equipment and backhaul transmission equipment, the executive agency having control of the building or other property may grant to the applicant, on behalf of the Federal Government, an easement or right-of-way to perform such installation, construction, and maintenance. (2) Application - The Administrator of General Services shall develop a common form for applications for easements and rights-of- way under paragraph (1) for all executive agencies that shall be used by applicants with respect to the buildings or other property of each such agency. (3) Fee (A) in general - Notwithstanding any other provision of law, the Administrator of General Services shall establish a fee for the grant of an easement or right-of-way pursuant to paragraph (1) that is based on direct cost recovery. (B) Exceptions - The Administrat,.r of General Services may establish exceptions to the fee amount required under subparagraph (A)- (1) in consideration of the publ__ benefit provided by a grant of an easement or right-of-way; and (ii) in the interest of expanding wireless and broadband coverage. (4) Use of fees collected - Any f=_e amounts collected by an executive agency pursuant to paragraph (3) m ,, be made available, as provided in appropriations Acts, to such agency to cover the costs of granting the easement or right-of-way. (c) Master contracts for wireless facility sitings (1) In general - Notwithstanding section 704 of the Telecommunications Act of 1996 or any other provision of law, and not later than 60 days after February 22, 2012, the Administrator of General Services shall - (A) develop 1 or more master contracts that shall govern the placement of wireless service antenna structures on buildings and other property owned by the Federal Government; and (3) in developing the master contract or contracts, standardize the treatment of the placement of wireless service antenna structures on building rooftops or facades, the placement of wireless service antenna equipment on rooftops or inside buildings, the technology used in connection with wireless service antenna structures or equipment placed on Federal buildings and other property, and any other key issues the Administrator of General Services considers appropriate. (2) Applicability - The master contract or contracts developed by the Administrator of General Services under paragraph (1) shall apply to all publicly accessible buildings and other property owned by the Federal Government, unless the Administrator of General Services decides that issues with respect to the siting of a wireless service antenna structure on a specific building or other property warrant nonstandard treatment of such building or other property. (3) Application - The Administrator of General Services shall develop a common form or set of forms for wireless service antenna structure siting applications under this subsection for all executive agencies that shall be used by applicants with respect to the buildings and other property of each such agency. (d) Executive agency defined - In this section, the term "executive agency" has the meaning given such term in section 102 of title 40. ( Pub.L. 112-96, title vl, Sec. 6409, Feb. 22, 2012, 126 Seat. 232. ) REFERENCES IN TEXT Section 104 of the Telecommunications Act of 1996, referred to in subsecs. (a) (1) and (c) (1), is section 704 of Pub.L. 104-104, which amended section 332 of this title and enacted a provision set out as a note under section 332 of this title. The National Historic Preservation Act, referred to in subsec. (a) (3), is Pub.L. 89-665, Oct. 15, 1966, 80 Stat. 915, which is classified generally to subchapter II (Sec. 470 at seq.) of chapter IA of Title 16, Conservation. For complete classification of this Act to the Code, see section 470(a) of this title and Tables. The National Environmental Policy Act of 1969, referred to in subsec. (a) (3), is Pub.L. 91-190, Jan. 1, 1970, 83 Stat. 852, which is classified generally to chapter 55 (Sec. 4321 et seq.) of Title 42, The Public Health and welfare. For complete classification of this Act to the Code, see Short Title note set out under section 4321 of Title 42 and Tables. Copyright©2012 CCM Incorporated or its affiliates RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORE AVENUE HUNTINGTON, NEW YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF C.I...L W1LLL J. NIELSEN January 24, 2013 By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 RE: New Cingular Wireless PCS, LLC("AT&T") Proposal to modify existing telecommunications facility at Premises: Southold Police Station, 165 Peconic Lane (a/k/a 41815 or 41405 Main Road) Peconic,New York 11958 SCTM#: 1000—75—5 — 14.1 Dear Mr. Verity: We are the attorneys for AT&T in connection with its proposal to upgrade its existing facility at the subject premises. The modification proposed is part of AT&T's "LTE" (Long Term Evolution) project which will allow AT&T to provide better, faster and more reliable service in the Town. The Middle Class Tax Relief and Job Creation Act of 2012, codified at 47 United States Code §1455 (a copy of which is enclosed) provides that "a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." We respectfully submit that this proposal is an "eligible facilities request" pursuant to 47 U.S.C. §1455(a)(2) as it proposes only to replace and collocate certain transmission equipment on the existing tower and modify equipment inside its existing equipment shelter. As such, the proposed modification will not "substantially change the physical dimensions" of the existing tower or base station. Moreover, the Telecommunications Act of 1996, codified at 47 United States Code § 332, as interpreted by the Federal Communications Commission ("FCC") in its Declaratory Ruling 09-99 and Order On Reconsideration 10-144, requires that applications such as AT&T's be processed within 90 days. We enclose the following in support of the proposed eligible facilities request: 1. Town of Southold Building Permit Application form detailing the eligible facilities request; 2. Building Permit Application fee: Check of Bechtel Corporation (Check No. 1147) in the amount of$500.00; 3. Two (2) counterparts of RF Exposure Analysis prepared by Bernard Morgan of Bechtel Communications, Inc., and dated January 14, 2013, demonstrating the project's compliance with the FCC's Maximum Permissible Exposure regulations; 1 New Cingular Wireless PCS, LLC(AT&T) Proposal to modify existing facility at Southold Police Station January 24, 2013 Page 2 of 2 4. Two (2) counterparts of Structural Analysis Report, prepared by GPD Group, dated October 18, 2012, documenting the facility's structural compliance with local, state and federal codes; S. Copies of AT&T's FCC Licenses; 6. Copy of Deed; 7. Copy of Lease Agreement between Town of Southold and AT&T,then doing business as Cellular Telephone Company, dated March 27, 1991: 8. Copy of AT&T's Certificate of Occupancy No. Z-22275, dated April 23, 1993 and related Building Permit No. 19745Z, dated March 28, 1991; 9. Copy of property survey prepared by John Gallacher,dated October 30, 2003; and 10. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by Bechtel Associates Professional Corporation, revision 2, dated January 10, 2013. We respectfully request that the instant proposal be processed in accordance with the above and that the appropriate Permit be issued at this time. We respectfully request that our office be contacted when the Permit is ready to be picked up. We can be reached at(631)425-4100. Very truly yours, RE, NIELSEN, HUBER& COUGHLIN, LLP By: - Vhn oug JC:mk Enclosures cc by email w/o encls.: Ms. Heather Lanza, Planning Director RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYNYNY0229 414 05 ROUTE 25, PECONIC, NY 11958 Tyll OL January 14, 2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications, Inc. New Cingular Wireless PCS, LLC(AT&T) Table of Contents 1. INTRODUCTION................................................................................................................................3 2. SITE DATA...........................................................................................................................................3 3. RF EXPOSURE PREDICTION..........................................................................................................5 4. FCC GUIDELINES FOR EVALUATING THE ENVIRONMENTAL EFFECTS OFRF EMISSION................................................................................................................................5 5. COMPARISON WITH STANDARDS AT STREET LEVEL..........................................................6 6. CONCLUSION AT STREET LEVEL................................................................................................6 7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE).......................................... 7 S. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE.............................S 9. ATTACHMENTS............................................................................................................................... 18 10. FOR FURTHER INFORMATION............................................................................................... 19 11. REFERENCES................................................................................................................................ 19 2 New Cingular Wireless PCS,LLC(AT&T) 1. Introduction This report constitutes an RF exposure analysis for the proposed New Cingular Wireless PCS, LLC (AT&T) antenna facility to be located at 414 05 ROUTE 25, PECONIC, NY 11958. This analysis uses site-specific engineering data to determine the predicted levels of radio frequency (RF) electromagnetic energy in the vicinity of the proposed facility and compares those levels with the Maximum Permissible Exposure (MPE) limits established by the Federal Communications Commission. 2. Site Data A-AT&T: AT&T Site Name: NYNYNY0229 Number of simultaneously operating channels GSM850: 4-4-4 GSM1900: 4-4-4 UMTS 1900:2-2-2 UMTS850: 2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSMIUMTS 850, Powerwave 7262.02 for GSMIUMTS 1900 Andrew DBXNH-6565A-A2M for LTE Power per channel(Watts ERP) GSM850: 316 Watts GSM 1900: 600 Watts UMTS850: 316 Watts UMTS 1900: 600 Watts LTE700: 524 Watts Top of Antenna feet AGL 132' 3" Antenna Aperture Length 4.25 Feet B-Other carriers included in the study: T-Mobile, Sprint/Nextel,Metro PCS,Verizon and Whip Antenna. 3 New Cingular Wireless PCS, LLC(AT&T) TOP OF WHIP ANTENNAS 148-10 t A.G.L INSTALL (2) NEW RRH'S ON PIPE---------- EXISTING WHIP ANTENNAS (TVP.) MOUNT OW. ALL SECTORS) TOP OF gM PROPOSED RAYCM DC6 DOME MOUNT ON T-ARMANTENNAS (TYP FOR ALL SECTM fib 132'-3' t A.G.L WITH (1) PIPE MAST (SEE DETAIL 1102/AG5) FOR MOUNTING (SEE DETAIL 1116/AO5) 131'-6' 3 A.C.L. EXISTING (1) AT&T ANTENNA TO REMAIN, SWAP (1) AT&T ANTENNAS FOR PROPOSED SWM (1) AT&T ANTENNA FOR PROPOSED LTE AT&T ANTENNA (TYP. ALL SECTORS) ANDREW AT&T ANTENNA (SECTORS A & C) (SEE DETAIL 2&3/A03) (SEE DETAIL 2&4/A03) EXISTING WHIP ANTENNAS (TYP.) EXISTING (2) AT&T ANTENNA TO ENTER OF T-UnRli E ANTEN IN REMAIN (SECTOR B) 115'-0' 3 A.G.L. EXISTING T-MOBILE ANTENNAS (TYP.)--- RAD CENTER OF VERIZON WIRELESS ANTENNAS EXISTING 100-0 t A.G.L- EXISTING VE/R�IZ�ON WIRELESS ANTENNAS (TYP.) RAD CENTER OF METROPCS ANTENNA EXISTING 90-0 3 A.C.L. ISTING ANTENNAS BY METROPCS (TYP. (2) ANTENNAS PER SECTOR) EXISTING LATTICE TOWER PROPOSED POWER AND NOR �NC EXXtST1TO BE ROUTED THROUGH PROPOSED CPS UNIT & NEW 1/2' COAX CABLE ROUTED TO SBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121/A02) EXISTING AT&T EQUIPMENT SHELTER EXISTING CHAIN LINK EXISDNG CPS U FENCE N EXISTING T-MOBILE > TO REN EQUIPMENT PAD TOP OF GRADE 0'_0 f A.G.L. 4 New Cingular Wireless PCS, LLC(AT&T) 3. RF Exposure Prediction The following equations established by the FCC,in conjunction with the site data,were used to determine the levels of RF electromagnetic energy present in the vicinity of the proposed facility': 0.64* N *EIRP(B) PowerDensity = )T*R2 (new/cm2) Eq. I-Far-field Where, N=Number of channels, R= distance in cm from the RC (Emission Center) of antenna, and EIRP(0) = The isotropic power expressed in milliwatts in the direction of prediction point. P lch* N*10' PowerDensity = 2*�*R*h*a/360 (mw/cm') Eq. 2-Near-field Where Pi,leh=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985,the FCC established rules to regulate radio frequency(RF)exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules, which were further amended in August 1997 by a Second Memorandum Opinion and Order. These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.2 Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. ' RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (p W), a millionth of a watt, per square centimeter (cm2 ). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. 2 47 U.S. C. Section 332 ( c ) (7)(13)(ty) states that "[n]o State or local govemment or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." 5 New Cingular Wireless PCS, LLC(AT&T) 5. Comparison with Standards at street level The maximum cumulative power density at the proposed facility represents 1,43 % of the public/uncontrolled MPE limit.This is approximately 70 feet from the antenna facility. Uncontrolled MPE Result 10000 100%of ControlledLlmM 100%of Uncontrolled MPE •5%of Uncontrolled MPE 1000 Predlcted Power Denslly 100 W a 10 0 c 1 0 U C 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance From Antenna, ft Cumulative percentage of FCC uncontrolled limit by distance. See Exhibit A for graphic breakdown of individual systems power density by distance. 6. Conclusion at street level This analysis requires a conservative methodology and is based on the simultaneous and continuous operation of all existing and proposed transmitters. In actual operation, many of the transmitters will operate intermittently and therefore the actual levels will be even lower. This analysis shows that the maximum power density in accessible areas at this location is well below the Maximum Permissible Exposure limit established by the FCC. 6 New Cingular Wireless PCS, LLC(AT&T) 7. FCC Limits for Maximum Permissible Exposure (MPE) Power Density (rnft" 100 Oocupat�ionet General Public 4 5.0 Y 5 err r.. a � L.... 1 I I I I I ! 0.3 1.34 3.0 30 300 1500 100.000 Frequency(MHz) 7 New Cingular Wireless PCS, LLC(AT&T) 8. Exhibit A— individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 10 c � 1 N 0 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 10000 AT&T GSM PCS band 1000 100 =L 10 Z c � 1 0 0.1 AA a 0.011. 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 8 New Cingalar Wireless PCS,LLC(AMT) 10000 AT&T UMTS Cellular band 1000 100 ZLZ >: 10 Y N C m 1 pC) o 0.1 0_ AA 0.01 0.001 7 L 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground , ft 10000 AT&T UMTS PCS band 1000 100 =- 10 Z c 1 a� 0.1 0 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 9 New Cingular Wireless PCS, LLC(AT&T) 10000 AT&T LTE 700 band 1000 100 z 10 N C m 1 0 0 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft Nextel ESMR band 10000 1000 r 100 E U 3 10 � 1 a� 0 0.1 0 a-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ Eft above ground, ft 10 New Cingular Wireless PCS, LLC(AT&T) Sprint PCS band 10000 1000 100 U =L10 = 1 N 0 0.1 O CL 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft T-Mobile PCS band 10000 1000 100 NC G U `3 10 dl 1 C N 0.1 O a 0.011. 0.001 - 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft New Cingular Wireless PCS,LLC(AT&T) T-Mobile AWS band 10000 1000 100 NC C 10 � 1 c d 0.1 0 0 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon 700 band 10000 1000 E 100 U 3 10 N c 1 N Q 0.1 0 0- 0.01 0.001 1 IF 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 12 New Lingular Wireless PCS, LLC(AT&T) Verizon Cellular band 10000 1000 100 N E U 3 10 x a 1 a� 0 - 0.1 0 0 Q-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 N 100 E U x 10 � 1 c N Q p� 0.1 0 0_ 0.01 0.001 0.1 Horizontal Distance from Anfenna @1R above 10000 ground, ft 13 New Cingular Wireless PCS, LLC(AT&T) Metro PCS band 10000 1000 100 N I_ U 3 10 1 a� 0 0.1 0 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 10000 Upper Whips 1000 100 N E U 10 AA � 1 C N 0.1 0 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground lev el 14 New Cingular Wireless PCS, LLC(AT&T) 10000 Middle Whips -•— 1000 100 N I_ U 3 10 1 'in 1 c N 0.1 0 0 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level Lower Whips 10000 1000 100 N I_ 10 N 1 C 0.1 0 O 0. 0.01 0.001 0.1 1 10 100 1000 1 000 Horizontal Distance from Antenna, ft @ 6ft above ground level 15 New Cingular Wireless PCS, LLC(AT&T) Whip 10000 — 1000 E 100 U `3 10 N c 1 Q7 0 3 0.1 0 o_ 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 10000 Mircowave 1000 100 E 10 3 Y 1 .N a 0.1 0 0.01 0 o_ 0.001 0.0001 0.1 1 Ila lmoW 0 Horizontal Dis nce from ntenna,19 Ca: Eft a ove000 ground level 16 New Cingular Wireless PCS,LLC(AT&T) 10000 Yagi 1000 100 N E 10 7 N a) 0.1 3 0.01 0 o_ 0.001 0.0001 0.1 Horizontal Distance fromoAntenna�fto@ Eft ARM ground level 17 New Cingular Wireless PCS,LLC(AT&T) 9. Attachments ATTACHMENT A. - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE) (A) Limilts for Occupational/Controlled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time RSange Strength (E) Strength (H) (S) IEI2, IHI2 or (MHz) (V/m) (A/m) (mW/(m2) (minutes) 0.3.3.0 614 1.63 (100)* 6 3.0.30 1842/f 4.89/f (900/R)* 6 30.300 61.4 0.163 1.0 6 300.1500 -- f/300 6 1500.100,000 S 6 (8) Urnits for General Population/Uncontrolled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Tirne SRange Strength (E) Strength (H) (S) IEI2, IHI2or (MHz) (V/m) (Atm) (mW/ane) (minutes) 0.3.1.34 614 1.63 (100)* 30 1.3430 824/f 2.19/f (180/(2)* 30 30-300 27.5 0.073 0.2 30 300.1500 -- f/1500 30 1500-100,000 1.0 30 f a frequency in MHz*Plane-wave equivalent power density NOTE 1: Occupetlonal/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control Over their exposure. Limits for occupational/controlled exposure also appy in situations when an individual Is transient through a location where occupational/controlled limits appy provided he or she is mac aware of the potential for exposure. NOTE 2: General populatlon/uncontro/kd exposures appy in stwtions in which the general public may be exposed,or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 18 New Cingular Wireless PCS, LLC(AT&T) ATTACHMENT B f ' INFORMATION 1 The signs must be posted in a visible area at each entrance to the site and at localized areas. .......... it 10. For Further Information Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be obtained from the Federal Communications Commission: Dr.Robert Cleveland Federal Communications Commission Office of Engineering and Technology Washington,DC 20554 RF Safety Program: 202-418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References [1] The Communications Act of 1934, as amended by the Telecommunications Act of 1996,47 U.S.C. Section 332(c)(7)(B)(iv). [2] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Notice of Proposed Rulemakine,ET Docket 93-62,8 FCC Red 2849(1993). [3] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Report and Order,ET Docket 93-62,FCC 96-326,adopted August 1, 1996. 61 Federal Register 41006(1996). [4] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation, Second Memorandum Opinion and Order,ET Docket 93-62, adopted August 25, 1997. [5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radio frequency Electromagnetic Fields,OET Bulletin 65,August, 1997. 19 GPD GROUP. Pe Bechtel Communications Ed Block 100 Paragon Drive,Suite 275 520 South Main St.,Suite 2531 Montvale, 07645 Akron,OH 44311 (201)571-066 08 (330)572-2100 ebloc )dgrouo corn GPD#2012819.5678.01 October 18,2012 STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 5678 Site FA: SOUTHOLD Site Name: 10074795 AT&T Project: MOD LTE 8/12/12 ANALYSIS CRITERIA: Codes: TIA/EIA-222-F,2006 IBC,2010 NYSBC&ASCE 7-05 85 mph fastest-mile with t'ice 38 mph fastest-mile with 3/4"ice SITE DATA: 414 05 Route 25,Peconic,NY 11958,Suffolk County Latitude 410 2'28.784"N, Longitude 72" 27' 31.568"W Market:NYC/NNj 130'FWT Self Support Tower Ms. Lisa Weiss, GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 78.9% Pass Foundation Ratio with Proposed Equipment: 75,3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Bechtel Communications. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. WARNINII-IT D A VfM=4 QF PEftSMI TO ALTEn Ti15 Gomel w LAW FOR ANY Respectfully submitted, �OF A UCMW E Ef PWFW8 3�OF Nl_ John N. Kabak,P.E. AP �N N. kA O New York#:090039-1 * ,0 09003V, ASO SSIVA 520 South Main Street.Suite 2531.Akron,Ohio 44311 .330-572-2100.Fax 330-572-2101 .w w Glans Pyle Schomer Bums and DWm,en,Mr. Akmn.Atlams-Cleveland.Columhus.Idian Mlls.Louisville. GPDCrouo cora Marbn.Phoeniz.5gale.Yaungstosm 130 Ft Self Support-Structural Evaluation AT&T USID:5678 SUMMARY& RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T to Bechtel Communications. This report was commissioned by Ms. Lisa Weiss of Bechtel Communications. The proposed DC/fiber lines shall be installed next to the existing AT&T coax on tower face B. TOWER SUMMARY AND RESULTS Member Capeeity RW is Legs 36.3% Pass Diagonals 31.0% Pass Horizontals 46.5% Pass Connection Bolts 78.9% Pass Anchor Rods 27.4% Pau Foundation 75.3% Pass ANALYSIS METHOD TnxTower(Version 6.0.4.0), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, and wind load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED Equipment Modification Form AT&T Internal Modification Document, uploaded 8/20/2012 Siterra RF Data Sheet AT&T RFDS Revision V02,dated 5/30/2012 Bechtel Tower Desi Not Provided N/A Foundation Design Tectonic WO#: 756.229.1.3, dated 5/2/1991 Siterra Geotechnical Report Tectonic WO#: 756.229.1.3,dated 3/6/1991 Siterra Previous Structural Analysis I APT Project#NY141 LTE400,dated 5/25/2012 Bechtel 10/18/2012 Page 2 of 4 130 Ft Self Support-Structural Evaluation AT&T USID:5678 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to t5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing loading was obtained from the previous structural analysis by APT Project #NY141LTE400, dated 5/25/2012, the Equipment Modification Form, the RF Data Sheet and site photos, and is assumed to be accurate. 12. The proposed DC/fiber lines shall be installed next to the existing AT&T coax on tower face B. 13. The azimuth of Tower leg A is 310° based on satellite imagery. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD Group should be allowed to review any new information to determine its effect on the structural integrity of the tower. 10/18/2012 Page 3 of 4 130 Ft Self Support-Structural Evaluation AT&T USID:5678 DISCLAIMER OF WARRANTIES GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition,twist free, and plumb. The engineering services rendered by GPD GROUP in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. 1 011 812 01 2 Page 4 of 4 130 Ft Self Support-Structural Evaluation AT&T USID:5678 APPENDIX A Tower Analysis Summary Form 10/1812012 Tower Analysis Summary Form .rmlbw ' .Ytbmm wurxDLD it Nwrr xvx]xwN!M{ TIi YIPMRMMM LO1Ri1RM Y1K! FANnYv IM.]b r1MItlY�UIrYMl bBMgxRbiB YMOIM{P41NiM111• {WRMilwwraRPbM. Dwmr MNiI] 1 pD )w.rYr Y.. rn IYY PN�rn YeM Y.MNwI TsmwlMm b, MM, !!T )WyR;11F.ZW{IBC T�U�—Rdw" NWm1AOL f� d.Y^CKI/wJ MENYBBC a.VCE)i{ oIMN• 1{JMK' 1weYn NTwn WY Ibb Ywi Tew1.� T.1% Bwkglm b PnIOYn ]!]% TLM,C.DI P pw{1L7MOe bIN]W Yw IY M 4r AfE6 M L IIIwNO{ Ywt Mwnx CL � MYwOYM Dwlr TIPe YxW.w YeY MnVw OrV tbmaww TIP DwN WY Se 'VYNeneN weww 1u 1b 1 wool IMWw u'oml 1 Unwew IC WOann t Wbwnn tm FwC unbow lb 1Y l amN unpwm li'Cmx ongewmeMM Unhgwn iN• F. 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'�^w 130 Ft Self Suppon-Structural Evaluation AT&T USID:5678 APPENDIX B TnxTower Output File 1 0/181201 2 tnxTower Job Page NYNYNY0229(5678)SOUTHOLD 1 of 7 CPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-1100 Bechtel rbreitenstein FAX:330-572-2101 Tower Input Data The main tower is a 3x free standing tower with an overall height of 130.00 It above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and 17.00 ft at the base. This tower is designed using the TIA/EtA-222-F standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 85 mph. Nominal ice thickness of 0.7500 in. Ice density of 56 pcf. A wind speed of 38 mph is used in combination with ice. Temperature drop of 50 OF. Deflections calculated using a wind speed of 50 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg h in (Frac FW) Raw in in in p11 Climbing A Yes Af(CfAe) 130.00-0.00 0.0000 0 1 1 3.8400 3.8400 15.3600 4.81 Ladder(At) Feedline A Yes At(CfAe) 100.00-8.00 0.0000 -0.3 1 1 3.0000 3.0000 12.0000 8.40 Ladder(All LDF5-50A A Yes Ar(CfAe) 100.00-8.00 0.0000 -0.3 19 15 1.0000 1.0900 0.33 (7/8 FOAM) (Verizon) LDF5-50A A Yes As(CfAe) 128.00-8.00 0.0000 0.1 3 3 1.0000 1.0900 0.33 (7/8 FOAM) Feedline B Yes At(CfAe) 128.00-8.00 0.0000 0 l 1 IMM 3.0000 12.0000 8.40 Ladd"(At) LDF5-50A B Yes At(CfAe) 128.00-8.00 0.0000 0 14 14 1.0000 1.0900 0.33 (7/8 FOAM) (ATT) LDF4-50A C Yes At(CfAe) 128.00-8.00 0.0000 -0.03 2 2 0.6300 0.6300 0.15 (1/2 FOAM) Feedline C Yes Af(CfAe) 114A0-8.00 -1.0000 -0.33 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF6-50A C Yes At(CfAe) 114.00-8.00 -6.0000 -0.33 24 8 1.0000 1.5500 0.66 (1-1/4 FOAM) (T-Mobile) LDFI-50A C Yes At(CfAe) 114.00-8.00 -1.0000 -0.39 1 1 0.3500 0.3500 0.06 (1/4 FOAM) (T-Mobile) Feedline C Yes Af(CfAe) 128.00-8.00 0.0000 0 1 1 3.0000 3.0000 12.0000 8.40 Ladd"(Af) LDF5-50A C Yes At(CfAe) 91.00-8.00 00000 0.01 1 1 inwo 1.0900 0.33 (7/8 FOAM) t l ower Job Page NYNYNY0229(5678)SOUTHOLD 2 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 client Designed by Phone:330-571-2100 Bechtel rbreitenstein FAX 330-572-2101 Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg fl in (Frac FW) Row in in in pllf 3/4"feedline C Yes Ar(CfAe) 38.00-8.00 0.0000 0.03 1 1 0.7500 0.7500 0.25 Feedline C Yes Af(CfAe) 88.00-8.00 0.0000 0.25 1 1 3.0000 3.0000 12.0000 8.40 Ladder(An LDF7-50A C Yes Ar(CfAe) 88.00-8.00 0.0000 0.25 12 6 1.0000 1.9800 0.82 (1-5/8 FOAM) LDFI-50A C Yes At(CfAe) 88.00-8.00 0.0000 0.3 1 1 0.3500 0.3500 0.06 (1/4 FOAM) 3/8"Fiber B Yes At(CfAe) 128.0()-8.00 0.0000 0.08 1 1 0.3750 0.3750 0.10 Cable (ATT) 7/8"DC B Yes Ar(CfAe) 128.00-8.00 0.0000 0.09 2 2 0.5000 0.8750 0.60 Power Cable (ATT) RET Cable B Yes At(CfAe) 128.00-8.00 0.0001 0.1 2 2 0.4400 0.4400 0.08 (ATT) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CA„ CA, Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft fr fr' fr' lb ft it 10'Plarform w/Rails C None 0.0000 128.00 No Ice 26.69 26.69 1400.00 12"Ice 37.19 37.19 1700.00 1"Ice 47.69 47.69 2000.00 Celwave Antenna C From 4.00 -10.0000 128.00 No Ice 5.84 4.05 48.25 (ATT) Centroid-Fa 0.00 12"Ice 6.29 4.67 92.01 ce 2.00 1"Ice 6.76 5.32 144.59 7262.02 A From 4.00 -10.0000 128.00 No Ice 2.68 1.93 10.80 (ATT) Centroid-Fa 0.00 12"Ice 3.00 2.25 26.88 ce 2.00 1"Ice 3.33 2.57 47.01 7262.02 B From 4.00 -10.0000 128.00 No Ice 2.68 1.93 10.80 (ATT) Centroid-Fa 0.00 12"Ice 3.00 2.25 26.88 ce 2.00 1"Ice 3.33 2.57 47.01 800 10121 C From 4.00 -10.0000 128.00 No Ice 5.46 3.29 46.00 (ATT) Centroid-Fa 0.00 12"Ice 5.88 3.64 78.91 ce 2.00 1"Ice 6.31 3.99 116.59 (2)MHA1900 A From 4.00 0.0000 128.00 No Ice 0.97 0.40 1.24 (ATT) Cennoid-Fa 0.00 12"Ice 1.10 0.50 7.50 ce 2.00 1"Ice 1.25 0.61 15.50 (2)MHAI900 B From 4.00 0.0000 128.00 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 12"Ice 1.10 0.50 7.50 ce 2.00 1"Ice 1.25 0.61 15.50 (2)MHA1900 C From 4.00 0.0000 128.00 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 12"Ice 1.10 0.50 7.50 ce 2.00 l"Ice 1.25 0.61 15.50 (2)CCDP-410-1 C From 4.00 0.0000 128.00 No Ice 0.29 0.26 5.50 (ATT) Centroid-Fa 0.00 12"Ice 0.37 0.33 8.31 ce 2.00 1"Ice 0.46 0.42 12.28 16'Omni A From 4.00 0.0000 128.00 No Ice 5.54 5.54 60.00 Centroid-Fa 0.00 1/2"Ice 7.18 7.18 99.23 ce 8.00 1"Ice 8.83 8.83 148.73 15'Omni A From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 1/2"Ice 6.73 6.73 94.50 9 7.00 1"Ice 8.28 8.28 140.97 tnxTower Job Page NYNYNY0229(5678)SOUTHOLD 3 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX 330-572-2101 rbreitenstein Description Face Offset Offsets: Azimuth Placement CSA, CA, Weight or Type Horz Adjustment Front Side Leg Lateral Vert It oft fr' fr' 1b ft Li 15'Omni B From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 12"Ice 6.73 6.73 94.50 g 7.00 1"Ice 8.28 8.28 140.97 15'Omni C From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 12"Ice 6.73 6.73 94.50 g 7.00 1"Ice 8.28 8.28 140.97 6'0=i C From 4.00 0.0000 128.00 No Ice 1.77 1.77 25.00 Cmtmid-Fa 0.00 12"Ice 2.13 2.13 38.24 cc 3.00 1"Ice 2.50 2.50 55.59 Pirod 12'Knockdown A From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 12"Ice 13.67 10.13 411.05 0.00 V Ice 17.58 13.21 538.54 Pirod 12'Knockdown B From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 12"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 Pirod 12'Knockdown C From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 12"Ice 13.67 10.13 411.05 0.00 V Ice 17.58 13.21 538.54 TMBXX-6516-R2M w/ A From Leg 2.00 60.0000 115.00 No Ice 7.56 5.72 63.80 Mount Pipe 3.46 12"Ice 8.34 6.92 121.44 (T-Mobile) 0.00 l"Ice 9.07 7.97 190.94 TMBXX-6516-R2M w/ B From Leg 2.00 60.0000 115.00 No Ice 7.56 5.72 63.80 Mount Pipe 3.46 12"Ice 8.34 6.92 121.44 (T-Mobile) 0.00 V Ice 9.07 7.97 190.94 TMBXX-6516-R2M w/ C From Leg 2.00 60.0000 115.00 No Ice 7.56 5.72 63.80 Mount Pipe 3.46 12"Ice 8.34 6.92 121.44 (T-Mobile) 0.00 1"Ice 9.07 7.97 190.94 APX I6PV-16PVL w/Mount A From Leg 2.00 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 12"Ice 7.23 3.65 103.99 (T-Mobile) 0.00 1"Ice 7.68 4.27 154.52 APXI6PV-16PVL w/Mount B From Leg 2.00 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 12"Ice 7.23 3.65 103.99 (T-Mobile) 0.00 V Ice 7.68 4.27 154.52 APXI6PV-16PVL w/Mount C From Leg 2.00 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 12"Ice 7.23 3.65 103.99 (T-Mobile) 0.00 1"Ice 7.68 4.27 154.52 TMA(Tower Mounted A From Leg 2.00 60.0000 115.00 No Ice 1.40 0.70 5.00 Amplifier) 3.46 12"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 1.73 0.95 27.81 TMA(Tower Mounted B From Leg 2.00 60.0000 115.00 No Ice 1.40 0.70 5.00 Amplifier) 3.46 12"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 1.73 0.95 27.81 TMA(Tower Mounted C From Leg 2.00 60.0000 115.00 No Ice 1.40 0.70 5.00 Amplifier) 3.46 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 1.73 0.95 27.81 Pirod 12'Knockdown A From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 12"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 1321 538.54 Pirod 12'Knockdown B From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 12"Ice 13.67 10.13 411.05 0.00 V Ice 17.58 13.21 538.54 Pirod 12'Knockdown C From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 12"Ice 13.67 10.13 411.05 0.00 V Ice 17.58 13.21 538.54 (2)BXA-70090/4CF w/ A From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 5.22 5.60 96.80 (Verizon) 0.00 1"Ice 5.78 6.35 149.49 tnxTower Job Page NYNYNY0229(5678)SOUTHOLD 4 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX:330-572-2101 rbreitenstein Description Face Offset Offsets.: Azimuth Placement CAA, C�A,r Weight or Type Hon Adjustment Front Side Leg Lateral Vert fl ft fr ft' ib ft it (2)BXA-70090/4CF w/ B From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 12"Ice 5.22 5.60 96.80 (Verizon) 0.00 1"Ice 5.78 6.35 149.49 (2)BXA-7009014CF w/ C From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 12"Ice 5.22 5.60 96.80 (Verizon) 0.00 V Ice 5.78 6.35 149.49 BXA-171090/8CF w/Mount A From Leg 3.46 30.0000 100.00 No Ice 3.63 3.80 36.55 Pipe 2.00 12"Ice 4.25 4.83 70.89 (Verizon) 0.00 V Ice 4.78 5.57 115.10 BXA-I 71090/8CF w/Mount B From Leg 3.46 30.0000 100.00 No Ice 3.63 3.80 36.55 Pipe 2.00 12"Ice 4.25 4.83 70.89 (Verizon) Q00 V Ice 4.78 5.57 115.10 BXA-171090/8CF w/Mount C From Leg 3.46 30.0000 100.00 No Ice 3.63 3.80 36.55 Pipe 2.00 12"Ice 4.25 4.83 70.89 (Verizon) 0.00 V Ice 4.78 5.57 115.10 (2)20'Omni A From Leg 3.46 0.0000 100.00 No Ice 4.00 4.00 40.00 2.00 12"Ice 6.03 6.03 70.77 10.00 P Ice 8.07 8.07 114.12 (2)20'Omni B From Leg 3.46 0.0000 100.00 No Ice 4.00 4.00 40.00 2.00 12"Ice 6.03 6.03 70.77 -10.00 1"Ice 8.07 8.07 114.12 I8'Omni C From Leg 3.46 0.0000 100.00 No Ice 5.40 5.40 20.00 2.00 12"Ice 7.23 7.23 58.89 9.00 1"Ice 9.08 9.08 109.24 8'Yagi C From Leg 3.46 0.0000 100.00 No Ice 1.60 1.60 35.00 2.00 12"Ice 2.42 2.42 47.45 0.00 V Ice 3.24 3.24 65.14 GPS C From Leg 3.46 0.0000 100.00 No Ice 0.17 0.17 0.87 2.00 12"Ice 0.24 0.24 3.85 0.00 1"Ice 0.32 0.32 7.85 2'Sidearm-Flat(GPD) C From Leg 1.00 0.0000 93.00 No Ice 0.80 1.60 31.31 0.00 12"Ice 1.05 2.00 39.47 0.00 1"Ice 1.30 2.40 47.63 6'Yagi C From Leg 0.00 0.0000 91.00 No Ice 1.20 1.20 30.00 0.00 12"Ice 1.80 1.80 39.39 0.00 V Ice 2.17 2.17 52.81 Pirod 10'Knockdown A From Leg 1.00 0.0000 88,00 No Ice 8.83 7.05 268.16 T-Frame 0.00 12"Ice 12.37 10.13 388.19 0.00 1"Ice 15.91 13.21 508.22 Pirod 10'Knockdown B From Leg 1.00 0.0000 88.00 No Ice 8.83 7.05 268.16 T-Frame 0.00 12"Ice 12.37 10.13 388.19 0.00 V Ice 15.91 13.21 508.22 Pirod 10'Knockdown C From Leg 1.00 0.0000 88.00 No Ice 8.83 7.05 268.16 T-Frame 0.00 12"Ice 12.37 10.13 388.19 0.00 1"Ice 15.91 13.21 508.22 (2)5'x6"x3"Panel A From Leg 2.00 0.0000 88.00 No Ice 3.75 2.29 10.00 0.00 12"Ice 4.13 2.65 30.35 0.00 1"Ice 4.51 3.02 55.37 (2)5'x6"x3"Panel B From Leg 2.00 0.0000 88.00 No Ice 3.75 2.29 10.00 0.00 12"Ice 4.13 2.65 30.35 0.00 1"Ice 4.51 3.02 55.37 (2)5'x6"x3"Panel C From Leg 2.00 0.0000 88.00 No Ice 3.75 2.29 10.00 0.00 12"Ice 4.13 2.65 30.35 0.00 1"Ice 4.51 3.02 55.37 2'Sidearm-Flat(GPD) C From Leg 1.00 0.0000 78.00 No Ice 0.80 1.60 31.31 0.00 12"Ice 1.05 2.00 39.47 0.00 1"Ice 1.30 2.40 47.63 MxTower Job Page NYNYNY0229(5678)SOUTHOLD 5 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH 44311 Client Designed by Phone:330-572-2100 Bechtel FAX 330-572-2101 rbreitenstein Description Face Offset Offsets: Azimuth Placement CsAA CsA� Weight or Type Harz Adjustment Front Side Leg lateral Vert A Ib fr r 2 Sidearm-Flat(GPD) C From Leg 1.00 0.0000 72.00 No Ice 0.80 1.60 31.31 0.00 12"Ice 1.05 2.00 39.47 0.00 1"Ice 1.30 2.40 47.63 3'Sidearm-Flat(GPD) C From Leg 1.50 0.0000 38.00 No Ice 0.80 2.40 43.49 0.00 12"Ice 1.05 3.00 55.15 0.00 1"Ice 1.30 3.60 66.81 6'Omni C From Leg 3.00 0.0000 38.00 No Ice 1.77 1.77 25.00 0.00 12"Ice 2.13 2.13 38.24 3.00 1"Ice 2.50 2.50 55.59 DBXNH-6565A-A2M A From 4.00 -10.0000 128.00 No Ice 5.89 3.53 34.20 (ATT) Centroid-Fa 0.00 12"Ice 6.30 3.89 70.58 ce 2.00 1"Ice 6.72 4.28 111.68 DBXNH-6565A-A2M B From 4.00 -10.0000 128.00 No Ice 5.89 3.53 34.20 (ATT) Centroid-Fa 0.00 12"Ice 6.30 3.89 70.58 ce 2.00 1"Ice 6.72 4.28 111.68 DBXNH-6565A-A2M C From 4.00 -10.0000 128.00 No Ice 5.89 3.53 34.20 (ATT) Centroid-Fa 0.00 12"Ice 6.30 3.89 70.58 ce 2.00 1"Ice 6.72 4.29 111.68 DBXNH-8585A-A2M A From 4.00 -10.0000 128.00 No Ice 5.73 3.16 30.90 (ATT) Centroid-Fa 0.00 12"ice 6.13 3.51 65.34 ce 2.00 l"Ice 6.53 3.88 104.34 DBXNH-8585A-A2M B From 4.00 -10.0000 128.00 No Ice 5.73 3.16 30.90 (ATT) Centroid-Fa 0.00 12"Ice 6.13 3.51 65.34 ce 2.00 1"Ice 6.53 3.88 104.34 9442 FRH 700 A From 4.00 -10.0000 128.00 No Ice 3.53 1.60 44.00 (ATT) Centroid-Fa 0.00 12"Ica 3.80 1.82 64.97 ce 2.00 1"Ice 4.08 2.06 89.18 9442 RRH 700 B From 4.00 -10.0000 128.00 No Ice 3.53 1.60 44.00 (ATT) Centroid-Fa 0.00 12"Ice 3.80 1.82 64.97 ce 2.00 1"Ice 4.08 2.06 89.18 9442 RRH 700 C From 4.00 -10.0000 128.00 No Ice 3.53 1.60 44.00 (ATT) Centroid-Fa 0.00 12"Ice 3.80 1.82 64.97 cc 2.00 1"Ice 4.08 2.06 89.18 9442 RRH AWS A From 4.00 -10.0000 128.00 No Ice 2.51 1.59 43.00 (ATT) Centroid-Fa 0.00 12"Ice 2.75 1.80 60.37 cc 2.00 1"Ice 2.99 2.01 80L3 9442 RRH AWS B From 4.00 -10.0000 128.00 No Ice 2.51 1.59 43.00 (ATT) Centroid-Fa 0.00 12"Ice 2.75 1.80 60.37 ce 2.00 1"Ice 2.99 2.01 80.63 9442 RRH AWS C From 4.00 -10.0000 128.00 No Ice 2.51 1.59 43.00 (ATT) Centroid-Fa 0.00 12"Ice 2.75 1.80 60.37 ce 2.00 1"Ice 2.99 2.01 80.63 DC648-60-18-8F Surge B From 4.00 -10.0000 128.00 No Ice 1.47 1.47 32.80 Suppression Unit Centroid-Fa 0.00 12"Ice 1.67 1.67 50.52 (ATT) ce 2.00 1"Ice 1.88 1.88 70.72 Dishes Description Face Dish Offset Offrek: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert t , t r: 16 15'Dish A Paraboloid w/o From 4.00 0.0000 1288.00 2.50 No Ice 4.91 40.00 tnxTower Job Page j NYNYNY0229(5678) SOUTHOLD 6 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH 44311 Client Designed by Plane:330-572-2100 Bechtel FAX.'330-572-2101 rbreltensteln Description Face Duh Offset O sefs: Azimuth 3 d8 Elevation Outside Aperture Weight or Type Type Horz A4ustment Beam Diameter Area Leg Lateral Width Vert R ft ft Tr lb (ATT) Radome Centroid 2.00 1/2"Ice 5.24 50.00 -Face 2.00 1"Ice 5.57 60.00 2.5'Dish C Paraboloid w/o From 4.00 0.0000 128.00 2.50 No Ice 4.91 40.00 (ATT) Radome Centroid 2.00 1/2"Ice 5.24 50.00 -Face 2.00 1"Ice 5.57 60.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Dgleefion Tilt Twist Radius of Load Curvature It Comb. in R 130.00 2.5'Dish 31 1.323 0.0786 0.0056 600133 128.00 10'Platform w/Rails 31 1.289 0.0782 0.0055 600133 115.00 Pirod 12'Knockdown T-Frame 31 1.072 0.0748 0.0048 200046 100.00 Pirod 12'Knockdown T-Frame 31 0.835 0.0683 0.0046 120427 93.00 2'Sidearm-Flat(GPD) 31 0.732 0.0644 0.0046 105491 91.00 6'Yagi 31 0.703 0.0633 0.0046 102662 88.00 Pirod 10'Knockdown T-Frame 31 0.661 0.0616 0.0046 101178 78.00 2'Sidearm-Flat(GPD) 31 0.529 0.0559 0.0044 104927 72.00 2'Sidearm-Flat(GPD) 31 0.455 0.0523 0.0041 106696 38.00 Y Sidearm-Flat(GPD) 31 0.136 0.0275 0.0022 75756 Bolt Design Data Section Elevation Component Bolt Bolf Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Loadper Load Load Ratio ft in Bolts Bolt lb Allowable lb TI 130 Leg A325N 0.7500 6 2558.99 19438.60 0.132 1/ 1.333 Bolt Tension Diagonal A325N 0.6250 1 2747.28 6442.72 0.426 1.333 Bolt Shear Top Girt A325N 0.6250 1 32.16 5165.63 0.006 / 1.333 Member Block Shear T2 110 Leg A325N 0.7500 6 6127.17 19438.60 0.315 1.333 Bolt Tension Diagonal A325N 0.6250 1 4068.90 6442.72 0.632 ✓ 1.333 Bolt Shear T3 90 Leg A325N 0.7500 6 10270.50 19438.60 0.528 1.333 Boll Tension Diagonal A325N 0.6250 1 4540.49 6442.72 0.705 1.333 Bolt Shear T4 70 Leg A325N 0.7500 6 14081.90 19438.60 0.724 61/ 1.333 Balt Tension Diagonal A325N 0.6250 1 4801.26 6442.72 0.745 0/ 1.333 Bolt Shear T5 50 Leg A325N 0.7500 6 17208.90 19438.60 0885 j/ 1.333 Bolt Tension Diagonal A325N 0.6250 1 5807.42 12885.40 0.451 V 1.333 Bolt Shear T6 30 Leg A325N 0.7500 6 20434.10 19438.60 1.051 V 1.333 Bolt Tension Diagonal A325N 0.6250 I 6116.61 12885.40 0475 V 1.333 Bolt Shear T7 10 Leg A36 2.0000 6 21938.20 60130.10 0.365 V 1.333 Bolt Tension Diagonal A325N 0.6250 1 6363.32 12885.40 0,494 ll/ 1.333 Bolt Shear lr xTower Job Page NYNYNY0229(5678)SOUTHOLD 7 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 client Designed by Phone:330-571-2100 Bechtel FAX:330-572-2101 rbreitenstein Section Capacity Table Section Elevation Component Site Critical P SF'P... % Pass No. ft Type Element lb lb Capacity Fail TI 130-110 Leg 3 2 -19596.20 178891.26 11.0 Pass T2 110-90 Leg 3 1/2 32 -45206.70 212841.43 21.2 Pass T3 90-70 Leg 4 53 -74919.50 318029.79 23.6 Pass T4 70-50 Leg 4 74 -102653.00 318029.79 32.3 Pass T5 50-30 Leg 4 95 -126584.00 373303.97 33.9 Pass T6 30-10 Leg 45/16 116 -151943.00 449998.12 33.8 Pass T7 10-0 Leg 45/16 137 -163644.00 450756.60 36.3 Pass TI 130-110 Diagonal L21/2x21/2x1/4 11 -2747.28 21110.59 13.0 Pass T2 110-90 Diagonal L2 1/2x2 1/2xl/4 36 -4068.90 15958.54 25.5 Pass T3 90-70 Diagonal L3x3xl/4 56 -4540.49 20497.27 22.2 Pass T4 70-50 Diagonal L3x3x1/4 77 -4800.00 16094.11 29.8 Pass T5 50-30 Diagonal 21-21/2x21/2xl/4 98 -5807.42 26895.81 21.6 Pass T6 30-10 Diagonal 2L2 1/2x2 1/2xl/4 119 -6116.61 22457.18 27.2 Pass 17 10-0 Diagonal 2L2 1/2x2 1/2xl/4 140 -6363.32 20549.53 31.0 Pass T5 50-30 Secondary Horizontal L21/2x21/20/4 103 -2195.24 9176.13 23.9 Pass T6 30-10 Secondary Horizontal L2 1/2x2 1/2x1/4 124 -2635.02 6934.69 38.0 Pass T7 10-0 Secondary Horizontal L2 1/2x2 1/2xl/4 146 -2837.94 6100.47 46.5 Pass TI 130-110 Top Girt L2x1 1/2x3/16 5 -28.69 7352.68 0.4 Pass Su na ary Leg(77) 36.3 Pass Diagonal 31.0 Pass (T7) Secondary 46.5 Pass Horizontal (T7) Top Girt 0.4 Pass (Tl) Bolt Checks 78.9 Pass RATING= 789 Pass Program Version 6.0.4.0-1/27/2012 File:C:/Usem/rbmitenstein/Desktop/5678/tnx/5678.eri 130 Ft Self Support-Structural Evaluation AT&T USID:5678 APPENDIX C Tower Elevation Drawing 1 011 812 01 2 130.0f1 tb Ratbrm w/Rei -------- Lt VAllyry .L__— 11Yt Celweve Amevv(An) - MXt6Rcf–�— [I,tVA1M w ]Z8202(ATr) - 11a 'R+4obde) 6'VL w/Mourn Rpe__. it5 7262.02(All) 128 - 80010121 A 126 (TdfnyTMO° A^WXfin) X115 (ATI) y (2)9M1fA;oUTT1 1226 RT4&sflfl.) Moun48 gmp6ne,) 115 (2)MHAi�pp(AM 128 - TMq(Tawer MoimMEAm Gfia v - AB RMPDNe/ P 1 i15 - 13)CDDpi10.1(ATT) 18 128 - - .AP 12'_Krgn6 .T-Frena 1W 4 1S 0nni _ 128 (PIya�Xq-)]ppay6Fw/Mourt Rpe 1m LS 15 Qnni in (3)B%A-I Is CMnI X126 Pol a]9WeCF w/D MPi'. :1W m Hoon &o' 126- -. - MM"565A (AT) (Wimn)0D8IYacF w/Mount%pe X100 fism %SkAM(A 128 - �n)O9W6CFwaMunlRPo '1W in OBXNMaSgSA.q (ATT) C. pp ' OBkMR.g .u,} (ATT) 120 (w.Inm)wwBCF wrMowf Pipe 1011 m R (ATT) in M-¢on)090rBCFwrtAounl%po X100 W2 RRM]o0(ATT) 128 9N2 RRR)00128 (2)M0wii 9162RRRAWB TT) (2)W 0nni 1� (ATT) la lvQ w 'im 9M2iiiiii (ATT) - ay 100 ^^q 128 e3i 5 m W06 I DC" J (ATT) 126 GPS f00 2 Ilnt(ATr) "sWpamlon 138 RrP01T K^aDOown TfRme tw 2501(At %ro8lT KmckOPwn TSMma 106 25.0eh(ATT) 128 T6yoe,m.flX(GPD) 10) Rme lTKriocypPo,n Tfrcne 128 Y. Rrotl 10 91 m IZ y����� _ 115Kr^onk4own T-Fra C R.. RmE 12 nTfiare 115 (2)5wS Pa 88 �. ?MsuX lHS (2)54648 pnX - 66 '(T-MWNe) 6R2M w/Mount RPo ..115 (2)55842•Pay ( TMB%X.651 - Rm810 KrmP48p Ts -. R-Mobue) B-R7A1 w/Mourn%pe- i15 -. Mr110'Kn+lE TFrerra 88 - 4 1MBXXd5164PMw,M ,R 9Flearm- ( ) - 70.06 mw (T-MODYa) Po '1t5 - - - TBitlmrm-FIX ]B -^i APX18PL16PYLw/Maml RPe ..115 - 35bmrm-FMI(G-pD)I ]2 gj ..omni -. 38 �' < (T-Mobi>B)-18PVlw/MauMPpe .:115 - - ;� cRADe Z-- F -.T_MATERIAL STRENGTH 65 ke1 A3E :38 b' Fy —–1_.Na Fu 56 �. Tower is located in Suffolk Cou�R DESIGN NOTES w.6 rt 3. T war designed def' a 85 mph ba is c Wind in ew ac ower is also tlesigned for a 38 mph basic wind nth 0.75 in ice,T 4. Deflections are based u IA/EIA-222-F Stantlam, 5. TOWER RATING:78.9% a 50 mph wind. r � I MAIC CORNER REACT/ONS A T13ASEr DOWN: 169494/b s won SHEAR: 1815816 A c UPLIFT.. -1362411b /b SHEAR: 15197/6 AXIAL 7220816 SHEAR H 9093/b MOMENT - - -j V 739751/b-8 MDR 7OROUE2796/b-R 38 mph WIND-0.7500 in ICE c AXIAL 4059816 SHEAR 00f, 2908016 MOMENT _ -J 1 2296224/6-R e � S € 3 5 p � g REq� 3ROUE 1073 MND ; p ONS-85m CPD Groun o°-NYNY 1✓1'0229/56781 SOUTHOLD Feedline Distribution Chart 0' - 130' Round Flal Applu Face App Out Face ,.. Truss Lag tJ000 Face A Face B Face C 128m ,moo ,zaoo 114 oo „aoo 110.00, I om INN INN N GO 9100 I, 9100 88M Sam 'I WOO Nm 2a CTOM Lu < s — tt ao.aa v MOO :u.ao WM 00.00 I I � Tow Bao am 1000 9m 000 GPD Group o°'NYNYNY0229(5678)SO_UTHOLD 520 South Main Street-Suite 2531 "°'°"zo12819.5678.01 Akron, OH 44311 _ - CM GROUP Zen, Bechtel- _ - b-'6y rbreitenstein.dna,,_ _ ' cone°ulna Engineers Phone:330-572-2100 Cotle TIA/EIA-222-F 0-� 10/18/12 NTS FAX:330-572-2101 aam'eau...w,emx„„omim twrewew,a.; 'a rvn.E-7 Feedline Plan ap,m° 101 App In Faca App Oul Face Section @ 101 (3)LDF5-50A(7/8 FOAMi. Climbing Laddw(AJ) - -e, • {,1trE�NOlK40AM) (ATT) 'H'2)17ETC'aje(ATT) Feedline Ladder (19)LDFSSOA(7/8 FOAM)(Vedzoni�•� \ `t. �F 520 South Mai�Streeup we_NYNYNY0229(5678 SO OPD❑@pt1p Suite 2531 9 2012819.5678.01 1 UTHDLD cpnlmuna Eppmazrs Akron, OH 44311 c'w - - - _ Phone:330-572-2100 'Bechtel o'w'ner rbreitenstem APF e :330 572 101 NFain: ' th TIA/EIA-222-F Dale- - FAX -2 '10/18/12 sm'e- NTS 130 Ft Self Suppon-Structural Evaluation AT&T USID:5878 APPENDIX D Foundation Analysis mne/zolz CompanyGPD Group Designer rbreitenstein Job Number : 2012819.5678.01 Oct 18,2012 NYNYNY0229(5678)SOUTHOLD 3:35 PM Checked By:_ Slabs Label 1 S1 Thickness[in] 45 - .Material _ Pedestals Conc400oNW_ Label Shape - r 2- -- _ N9__ __ 7_ CRECT36X36 Conc_3000NW_aterial Design Angle[degl 8 CRE ___3___6 nc N —T-YPical_ __ Ne�tGel 30-- - N7 CRECT36X36 Conc300oNW foal - - 0 r- -- - -- - Typical 30 99 So//Re /ons 99 Label Subgrade ModulusLW A31 1 SP1 500 Allowable Beating[ksfl Is 4 - - Grass? _ Point Loads and Moments Cat 1 : DL Yes Label _ 1 - _ - Direction 2 -N7 - - - r - Y- Magn�slelkk-ftl - - - -64.448_ - r 3 r- - _ N8 Y i - - 5 - I - - -64.448_- - -- 6 - - - - --- y - - - _ -- Area Loads Cat I :DL 1 Label - - AL1. Magndude[ksf] _ _ Load Combinations 942 Label_ S Service A SF Cate FactorCate FactorCate FadorCate„FaclorCate._FactorCale.TFactorCate..FactorCate..Factor 1_ StrengthYes DL 1_ LL 1_ P ervica Mes7 y DL, 1 LL ' 1 FHL - I -- -r -- - - -- T----- S/ab So//Pressures BCombination LC Label 1 - 2 S1 LIC.753 Bea Soil Pressure[ksq - - e nn .753 3.014 gLksfJ Point Overturnin Safe Factors 4_ N520 LC Slab Mo_XX[k-ftj MS-XX k-ft 1 2 1 1 Mo-ZZfk-ftl Ms-u[k-ft] Ms-xX/Mc.XX S1 21.37.521 17920.613 3281.719 . 17598.431 Ms-5.363 Z - 8.384 5.363 RISAFoundation Version 4.0.1 11: [C:1UserslrbreitensteinlDesktop156781Calculations15678.fnd] Pae 1 9 I I Z X 169.494k -9.6$3k -64..441* 13.$93k -64.448H 16.693k Loads:DL-Dead Load Results for LC 1,Strength GPD Group rbreitenstein NYNYNY0229(5678)SOUTHOLD Oct 18, 2012 at 3:33 PM 2012819.5678.01 - - 5678.fnd BrJquMti COPY Thio u not m oMcisl FCC ilemm b i•a taotd of public iollmm" oonu oed bs da FCCa lload%ddahm on fie dote tbLL ikb tdbmm may was gmeraed.In cera whom PCC rules require the p:aembdoo,posting,or display of an FCC Booms,this dooummt may not be send in Pisa of ae.ohloiai FIX lccnse. Federal Communications Commission WIrdess Tellso mmamionfsolsa Btureru "Mas RADIO STATION AUTHORIZATION LicaN888: AT&T MOBILITY a uz coo Sign FfleNomber AM,.FCC GROUP WPWU948 AT&T MOBILITY H LLC Radio Sarvlee 5601 LEGACY DRIVB,MS:A-3 WZ-700 MHz Lower Baud(Blacks C. PLANO,TX 75024 D) FCC Rmoasdor Nambw(FRN): 0016482133 Grant Data BSballve Unto Zxpiradm Date Print Date 01-24-2003 03-16.2010 ` : 06-13-2019 Martel Number Channel Brost Bab-Mia"Dedgaator CMA001 0 Marbet'Nama New York4V lit Bda"ut Dats 2nd Bagel-out Date 3rd Baud-out Date 4th Badld-oat fete 06-13.1019 Walvare/CondWons: If the Oeailitles authorized hasin we used to provide bradaat operations,wbother exclusively or in combhuaion with other sarvica%the bounce must seek renewal of fro lice=alther wkhin eight Yom ban the amtmmoemmt of the broadcast service or within the tam of the Haeme had the broadcast service not been provided,whichever period is shorter in length. See 47 CFR 427.13(b). Operation of the fYoilttia authorized herain,we subject to the condition that bermbd mtafaence nay not be caused to,but runt be accepted hose UHF TV traneminas in Canada and Mexico a tdmtltied in existing and any shave agreements with those countries. Candidates: Puwumt to 4309(h)of the Communications Act of 1934,as emended,47 U.S.C.4309(h),this license is subject to the fbllowing coeditio s: This lice=shall not vat in the Bowace any right to operate the station nor any right in the use of ata t equmofes dedgnamd in the license beyond the tam thereof nor in my other owner than authorized heroin. Neither tin hcase nor tie right granted thereunder Ball be resigned or otherwise trandared in violation of the Conmonic ationn Act of 1934,as smmded. See 47 U.S.C.13 10(d). This licanse is subject in tarns to the right of use or control conferred by 4706 of the Communications Act of 1934,as ermded. Ser 47 U.S.C.4606. This)Iowa may not audwrim operation throughout the caths geographic was or spectrum identified on the hardcopy,version To view the specific gaograpido area and spectrum authorized by this license,refs to the Spectrin and MadW Ara informatigr under the Maker Tab of the Noun record to the Universe]Licaming System(ULS). To view the license remrt4 go to the ULS homepage at http:/iwimlm.fac.VN/ddindox.lon?jo bob sad select"IAceuee Soerch`. Follow the immiactlans on how to scorch far license intbrristion. RCC 601-Mo Page 1 of I April 2009 RRFAMZNCR COPY This Is not w ofgoW PCC license.It b arecord ofpabSo intmmtlbn coNdmd In the PCCs licensing de4bsee on the date but this reO:eooe copy was geoeaw&In asses where PCC ndn ngabv the presentation.posting,ordleploy of an FCC hseob,thio dooreest my not be wad In piece of an otgcid PCC leceaw. Federal Commanleadons Commission i &' Wiralaas Tdecommunleadons Burns M SAK/ RADIO STATION AUTHORIZATION LICBNSBE: AT&T MOBILITY SPECTRUM LLC Consign Mk Number AM:PW GROUP WQIU424 AT&T MOBILITY SPECTRUM LLC Radio Service 5601 LBOACY DRWB,MS:A-3 WY-700 M&Lower Bund(Blocks A, PLANO,TX 75024 IkE FCC 0014980726 Oraot Date Effiative Delo hrspaatim Drte Pr1M Date 01-06.2009 03.16.3010 06-13-2019 t MarYat Number Che and-look Bob-iN IW Designator CMAOOI B 0 Motif Name New York OY-N1/Nsessu,SttRblk let Bofld-oct Dabs 2nd Bond-oat Dote 3rd Build-out Date 4tb zuod-out Dab 05-13-2013 06.13-2019 Walvsrs/Coadnlms: If the facilities sulhorbod herein are used to provide broadcast operations,whether exalwivaly or in combination with otter surview,the licensee must seek renewal of the liana either wlddn eight Yom ham the cmmvisnae vat of the broadcast savloe or within the term of the Hoarse had the broadcast service not been provided,whichever period is shorter in length. See 47 CFR 427.13(b). Conditions. Pursuant to 4309(h)of the Communications Act of 1934,as amended,47 U.S.0 4309(h),this license is subject to Ons following conditions: This license shall not vast in the Bcersee any right to operate the station nor any right in the erre of the fieque ncies designated in the Noma beyond the term thereof nor in any odor manner then authorized heroin. Neither the license nor Oa right grunted thereunder shell be aWpW or otherwise transferred in violation of the communications Act of 1934,as amended. See 47 U.S.C.13 10(d). This license is subject in terns to the right of use or control confrred by¢706 of the Communications Au of 1934,m amended. See 47 U.S.0#606. Tins license may not authorize operation throughout the entire geographic was or spectrum identified on the herdcopy version. To view the specific geographic res and spectrum euthadzed by this Iioeme,refer to the Spectrum and Market Ara infrmati under the Market Tab of the license record in the Universal Licensing System(ULS), To view the license record,go to the UL S homepage at btipJ/wireimfee.py/uldindrt.htm7job-hoom and select"License Serch". Follow the instructions an low to search for license information. FCC 601-5- Page 1 of 1 April 2009 UIS IJom-CdWarLim=-KNKMIO-NEW CRKRAAaWM Mrag,LIC Page1cf1 r 0 MAW n-CLUDIRMI I Bomb Upon I amae I boom I I nodamwe l Universal Licensing Bydam =.XM® J 8 I.Do Mjwbme I.uwa am* MMMMLMw UIS UCWM Cellular License - KNKA310 - NEW CINQULAR WIRBLBBB ®Mmu■ PCB, LLC g1lerAnmh °�eaOoaSnem d emmma"m� �yrdodlraat6o �e Oy06 MASONS ® Thb flaegaia has Pie apptloellonn cap elfin XNW10 Radb earvice CL-Ofter etaeu Ad" Auth Tylia Rs6War Mod" Manreb NY- Chaand BW* A Obmloee MXW Sub"Ho al 0 Plow can OIaM Oq/14/1006 !'kPirMlon 10/01/1016 of ew" 08/14/8010 cwwdmwn Rw vow erdldaue Dabs 01/17/1000 monad Pohrb 1 67 W.PASS=51RlET,ROCHRO PARK, N1 1 Menhaden Sw10ah,610 7th*Jm^NOW York,W PRM Ooa8101102 TYPe IBnleed tleb"Company cm: nwuluua Pn w u4maaaa NE11Y COMLAR WIRM PCO,UC P/ 466 116.7471 Sol Le0ACY DRIB,M6:A-8 Pi(400)U9-7297 ATIN pcC amp nAN01�TX 75014 Si SeATi COM concha AT&T HOOK 1Y tit Pt(�_80741069 Mki"P GMln 111010th Sb 14 NW,Suva 1000 F. (202)W-3074 So 13092 5/17/2010 L1L8 Idoene-aei d"Mans.OWA310-NEW ONQULAA WSlSiM PM LLC PW 2 a[9 =vw.n 6oty Dc aooea 0:14waslis itcom Mldlaal P.®oppin. ownwddp and Quallillantions Re"service 44oaRe TWO R4gUWr7 BAms Common Curler Inl rmnnemsd YM Amenownerow The pPMM swwered'W to each of the AtlMaWMMW 4UNUOm. ibe A~anewsred*W to each of On 111I OINUM 46=UOM Don"ropmoe Rea mhrdd" sada IN/Can""sum�'1LSOal6al�ln ��-AmhhmJlvoY AbM ULS INbMOt -AIIIIII l-IRIJIM /eelederea IN*Cid n Hdwel QrlanaMO OM 1)rmelYlen Phones 1 77-M-StO1 445 IWA eaed Ow TTYr 1.717-MO-2014 walmnoen,Dc 20864 IIlbodtJlYRfsqust // qa�v 13092 3127/2010 RRVISIMCB COPY This Is not on of8elsi PCC It-- It to■record ofpchlic Iehre ocatded in the PCCs licensing dWbw on the date that tab rdhmm copy was as erred.Is seta where FCC odes require thepvaesmUicq podeg,or diglay of m FCC 8aswq gds document may not be used In plow clan aftial F=Hues. Federal Communications Commission l Wlydan Tdacommuniatthms Bureau RADIO STATION AUTHORIZATION LICENSES: NEW CINOULAR WMRLBSS PCS,LLC I .- ATTN:FCC GROUP. Con sip FEe xwmbar WPOL311 NEW C04GULAR.W11tELBS3'Pa,LLC Radio Services LEGACY DRIVE,M9:A-3 `' WoBroadband PLANO,TX 75024 t FCC Reglstradon Number(FRN): 000,3291192 FGram Data 18Ractvp~D4te 1Lspiratlou Dote Printaft 08-15-2007 03-162010 W27-M17 MarltetNumber u a� 1 d N ,rChhieW Block Sub,NLrket Designator E. 2 1Norkal Name New 14.NY let 13aEdoot Date god BnEdoat Date 3rd Bull out Data 4th BnBd out Data 06-27-2002 Walvert/Coaditheen This license is conditioned upon compliance with the provisions of Apllhosdops of AT&T Wireless Services,Inc,and C hWiler Wheless Corporation For Consent to Transfer Control of Lianas and Autharhudons,Memorandum Opinion and Order,FCC 04255(tol.Oct.26,2004). Commnselon approved of this application and the licenses contained therein we"ea to the conditions am forth in the Memorandum Opinion and Order,adopted on December 29.2006 and rdaaed on March 26.2D07,and revised in 0s Order on Reconsideration.adopted and released on March 26,2W7.Sae AT&T Inc,and BellSouth C orpomuon Application for Transfer of Control,WC Docket No.06-74,Memorandum Opinion and Order,FCC 06.189(rel.Mar.26,2007X-AT&T Inc.and BellSouth Corporation.WC Docket No.Ofr74,Order on Reconsideration,FCC 07-44(rd.Mer.26,20M. Conditions: Pursuant to 1309(h)of the Communications Act of 1934,a amended,47 U.S.C.1309ft this license is subject to the following conditions, This lkmnse shell not vast in the licensee any rigbt to operate to station nor any right in the use of the frequencies designated in the Ii beyond the term thereof nor in any other mama than authorized herein. Neither die license tar the right granted thereunder shall be aasiVW or otherwise transfarrad In violation of the Communications mnuniations Act of 1934,to amended. Sea 47 U.S.C.13 1 0(d). This Ihamse is P*am in terms to to right of use or control confbrred by 1706 of the Communications Act of 1934,a amended. Ser 47 U.S.C.1606. This license may not autosite operation throughout the entire geographic are or spectrum Identified on the haidcopy verdon. To view the specific geographic are and spectrum authorized!by this license,raft to the Spectrum and Market Ates fidbrmati on under the Market Tab of the license record in the Universal Licensing System(ULS). To view 1110 license record,go to the ULS homepage at http:t/wheiesa.fec.guvhdi/index.htmljob"home and Belem"License Search". Follow the instructions on how to search for license infbrettlon. FCC 601-MB Page 1 of I April 2009 SBp�TtK®COPY This is not aoofilcial FOC Vanom It Is a record otpublic infirmidur contained in So PCVs licateduS deadens on the time thist this refirman nPY wss 6 d.m anal whaaPCC ratite hegnira the prasartadoq poatlog,ordloPlq ofm FCC Soaeto.this doomnmt mayimtbs umd in plan of a of8olal FCC liceam. Federal Communications Commission Wirdas Telecommunleadons Bureau RADIO STATION AUTHORIZATION LIGBNSRS: NEW CINOULARWIRMMSPCS,JLC Can Sip Bile Number ATTN:PCC GROUP '` � WP8L626 NHW CINOULAR W1RUMS PCB,LLC 5601 LBOACY DRIVE,MS:A•3 ` ` RadiCW PCS sar"Broamud PLANO,TX 75024 FCC Registration Number AN)t 0003291191 Orad Date Emmtive`Dalt:`= Expiration Dab Print Date 07-15.2005 05 02'=2o i 12-14-2014 Market Number Cke rad Hoak Snb w$"DolptAor MTA00115 Markit Now New Yak 1st Hatid out Data 2nd Brand-out Date gid ba&eut Date 4W Bundoat Date 12-14.1999 12-14-2004 Walvera/Cauditions: Spectrum Lase associated with ibis liaame, See Spectrum Lasing Arrangement Letter dated 12/07/2004 and File No. 0001757186. Spectrum Leasing Arrangement associated with file number 0001757186 was extended to 01105/2009. Sa file number 0001885143. Coudidos r. Puzuem to f 309(h)of de Communications Aa of 1934,as smanded,47 U.S.C.¢309(bl this license is wbject to the following condidoro: This boom shall not vat in the menses any right to operate the station nor tiny right in the use of die frequencies designated in the Homme beyond the term thereof nor in any other manner than authorized herein. Neither the license not die rigid grated 0mramder dull be resigned or othawim bumferted in violation of the Com unioeticrm Act of 1934,as anandad Sea 47 U.S.C,i 310(d). Tide dtmme is$*cot in tame to the right of use or control confamd by¢706 of the Communications Act of 1934,m amended. See 47 U.S.C.IM. This license may not authorize operation throughout the smite gani"hto ars or spatrum Identified on the hudcopy version. To view the gecific geographic as and spectrum suthadyed by this licame,refbr to the Spectrun and Merkel Area infbrnmd or under the Market Tab of the lioenso record in do Un vaal Licensing System(ULS). To view the lica a record,Soto the ULS honmpage at http://Wimlou.fac.pv/ole%doLhtin job-hD=and select"Lianm Search". Follow the instructions on how to search for license infumatioh. FCC 601-MB Page 1 of 2 April 2009 Llaouaas Num: NEW CINGULAR WIltBLBSB PCS,LLC Call BIBa: WPSU26 FOs Numbers Pit"Dabs Cbmmdasim 4p at oftbis applioatlm and the lioeoaaa omtab sd dwdn we aub)ed b the aanditim to forth in the Mamanrdmn bn and Order,adapted m Decaohar 29.2006 and released on Mardh 26,2007,and mined to the Order on Reconsideration,adopted and mimed an March 26,2007.Bae AT&T 3w.and BellSouth Corporation ApPliation for 1Sa eft of Control,WC Docket No.06.74,Memorandorn Opddm and Order,FCC 06.189(rel.Mar.26,20M);AT&T Inc.and BeliSouth Corporation,we DopkatNo.06-74,Order on Reconsideration,ACC 07.44(Tel.Mar.26,2007). FCC 601-MB Page 2 of 2 App 2009 t R11WASIMGR COPY This is not an official FCC Oamsa It is•reooard of public Inib me4oa emudottd In the PCCsecrosiog dntthsse on the date this tide ndus oo copy was nmanged.In oow wlers PCC suLa ragnire thep:sanuftm,posWy,or dhosy of m FCC Hooess,fids document oyy not bo used In pian of en offidel FCC brensa ��;� Federal Communications Commie®ion ' ` VAMONi Tdetwmmuni6adens Bureau s'.. RADIO STATION AiTi'HORIUTION LICENSEE: NEW CINOULARW1113MSPCS,LLC ATTN:FCC GROUP WQ0 ffi92 Pin Nambar NSW CINOULAR WlRtli.SS9 PCS,LLC ��llarYloe 5601 LEGACY DXN%,MS:A-3 CW-PCS Broadband PIANO,TX 75024 FCC Roortration Matcher QMMI 0003291191 FGrad Dote BfSbative'D�te 6xplroden Date Psiat nate 11-21-2006 09.1&2010 r 12-14.2014 Mat4etNundw :_; CingMalmock SublNarkatDsslgmdor MPA001 „ .-A._ 14 •. ,Marlts"cNkme �1Vew York , 1st ennui-oat Date 2nd Bulli t D�3rd Build-oat Date ft ea0d-ant Data waivare/Condttionet NONE Conditions: Pursuant to 4309(h)of the Commurdestions Aa of 1934,u amended,47 U.S.C.¢309(hl this license is subject to the following conditions: This license shall not vest in the liessee my right to opm*te the station ter my right in the use of the frequencies designated in the Bomee beyond the twin thweofnor In any other mercer thin authorized haven. Neither the Room nor the tight grmted thereunder shall be essiped or otherwise traeRarod In violation of the Commmnications Act of 1934,esemended. Sce47 US.C.¢310(d). Tido lice sa is subject in tams to the right of use or control conferred by 6706 of the Communications Act of 1934,se amended. See 47 U.S.C.¢606. Title Beane may not sutleriae operation tkwghout the entire geogtaphlo ante or spectrum identified on the'heidcopy version. To view the specific geopsphic oma and spectrum authorized by this lioaue,refer to the Spectrum ind Merkel Arae hUmsdoc under the Market Tab of the license record in the Universal Liamdng System MU). To view the Bcmu record,go to the UIS homepage at htip://rr Mm.fwjpv ds&W n.t4m?jab•bune and select"Liana Search". Follow&a instructions on how to search for Hoene information. FCC 601-MB page 1 of I April 2009 a s v � i x + 1 , c t � 1E If �W N14{If�bd,td' 'i418 � seMiM Mr r� '� y y �c}'1' �i.}�p��,,77. �(,�,,,,. ��,,' • tl �n,-{ rrj .��� r� x�:� �k�����' 4t�"�'� dd 5«�'Y's, 4 'M • rl "'+ t? ra Nr a [r.�... • � ,rr ) Y�iJ Pf �te lfr i" ., n���5y ��P°1�. t a �� .� �" '• ',� � A ' +11,y..ra �q� ,�>'�"}' +,z�e�'�+�.� S`a�a?,.��d. r �xrf' Q. "Y • yr•�u ° enf,e oiluk' yltb�" °bl !>�11�Ei �.E ��gy�,' +w 'i5'ka�'d£"c'..KF 5:Xo - d �C ew 12�'s c:� •+dy erq; -A �,,,d' a v'�, p c+ �fi r �fifa fray A��Sh A. .� > E-y�S4t .z✓ zr^¢� t� m-n � i� -� '� aWva. 3r'c fap. b�MYj 2MCo"!£ z '' '"' zk -rSL �� r >T°A w' x {k' +° �, w'e!r5� xva$ gi ✓£a,�-g p1 . AP . • !({ "0 x �" ii' r *x rro� ,4�y'(.+.7 u.l • ityi5:i ����'� , .� � • �� �*Y° ��� ^hr 3Y`.�.'°t�� x'�,r' '7'e�Y3�y�'�:.�aa�� `"r�. at2 r.4f , R :'• `1�.r*p't� y' ", x� SJri LYP •� 1fz6N �'a '�p�>•a t ,�` .u: ,,a' r .,r $ei� 0��.`y�5 � �,, +v �.r i FSP ,r 4 pz�y F,lro. b��i F xs.�rill ({m+�°" '� ti 6•f,.y"' nrt�" "c am+ 5a 4", ! x r i'��3,} "1.Y i '".t j#� 1, 4 >, i `,( aK �' �' 4, # iY 'H.+ditvF•:h yr ast>., x ''_ rXrt,A <r'.. s•l�"N r{ vsTay' ."'+l$?`t�G ".?Sa � .s .�'���4`�' �cX�`;.. � `.,.t`1y�7���d•F. +:e �J��,i. t � pet .,E+ I ��fr�5� ty t Ali r� r•>y�' e " z7+�F41 � �r Y�� 7 �s� N�.(• N � � {- y w'e'nt, r A _ G s e e JY•'' rSre r t 3 Jr' ni -, SAFKY#Ad'C'1 1�^,r � w :. �We Y r },.j�� q'',p„{T..: �. ,y MF" � t✓t Y � r r: r t fl �� 'I F i•.'I ti eJ���i t__ec��"���y�__rt ' �Ali r rT �'-y r r. ar r��' rmS 3 e era aT }ID " i 6TM FII "e£} ppr��EM11,W k N Ol)of v t Biu ' t SSfert aje C S.d" I � a7ri wrlliwb �YM1 �pYtvj 'r�1ne r�aW t a�'d Mt � t �N �,} .Y:u'S�l 4 ' r ! •e "t' E "� ''� 1< rrtj, r t .- t ., y�#j.t r9CW4 wlNtlli . 1000-075.00 /Suffolk County Clerks Office \1` / 12 252 B0 15.4 SCH.DIST.NO.5 PECON G 250 23yUA 4806 3053 815.2 23A 150 a00 TOWN OF SOUTHOLD 408 287 1.1 250 LINE 2 8A 312 100 150 2 15.3 FOR PCL.NO. 141 100 150 110 SEE SEC.NO. 875 3 438 07405-015 1170 310 (17 110 150 400 MATCH 488 110 4 150 80 3825 / No 80 150 539 6763 263 6 105 14 113 280 792 A i ♦�. 03 383 370 ` ♦rJ 70 202 2 ♦ i 118 (50l 3, 1 B4 9`1 15191 1 `4 91 4 166 14.1 1 / 4110 112 TOWN 105 208 82 419 453 208 FOR PCL.NO. 345 140 11 SEE SEC.NO. 1020 100 1811 088=01-003.1 978 205 \ 1pp 12 FOR PCL.NO. 997 120 ♦ 159 SEE SEC.NO, 205 13 i 086-01-009.1 N 300,400 •� 100 i MATCH LINE �•� MATCH �. h78 E 2,425.200 ` ,,1 i,e-(23e LEASE THIS LEASE, made thwAy of March, 1991, by and between the TOWN OF SOUTHOLD, having an office at Main Road Southold, New York 11971 (herein referred to as Landlord) and CELLULAR TELEPHONE COMPANY, a New York general partnership, having an office at 15 East Midland Avenue, Paramus New Jersey, 07652 thereinafter referred to as "Tenant" and "CTC"). WHEREAS, Landlord is the owner of certain premises described In Exhibit "1" annexed hereto; and WHEREAS, CTC desires to use a portion of said premises for installation, maintenance and operation of radio transmitting and receiving equipment and other associated equipment in connection with its cellular mobile telephone business; NOW, THEREFORE, In consideration of all the foregoing, and in further consideration of the premises, obligations, terms and conditions hereinafter set forth and recited, both parties do hereby agree as follows: 1. LEASE OF PREMISES: Landlord leases to CTC and CTC leases from Landlord that portion of the premises located at Peconic Lane, Peconlc, New York 11958, as specifically set forth and described In Exhibit 02" annexed hereto and made a part hereof ("Leased Premises"). Landlord also grants CTC the right of access to the Leased Premises. It is expressly understood and agreed, and Landlord acknowledges that CTC Is entering into this Lease In reliance on the representation that CTC, its officers, employees, agents, invitees, licensees and representatives shall have the unlimited right of access to the Leased premises through the building or real property of which the Leased Premises form a part, and the use of the Leased premises seven (7) days a week, twenty four (24) hours a day. It is expressly understood that CTC may not sublet the premises during the terms of this Lease. It is further understood that the Leased premises are a portion of the Highway Department yard. It is further understood that the yard itself is kept secured by a lock. CTC covenants and agrees that it shall be afforded access through the secured entry way by means of key or combination but shall be responsible for securing the premises each and every time they enter and leave except during normal business hours when the premises are unlocked by the landlord. 2. USE OF PREMISES: (a) The Leased Premises are to be used for the installation, operation and maintenance of radio transmitting and receiving equipment along with associated other electronic equipment which may be passive and/or active. CTC shall have the right to install up to twelve 112) antennas, a 14'x35' modular ��'4`J building, a 125' lattice to..er, fencing and other access, es necessary to the successful and secure operation of the above-mentioned radio equipment. It is understood and agreed that CTC has the exclusive right for the placement of antennas on the leased premises. CTC grants permission to the Town of Southold to use the tower for their fire, police and hospital antennas. All equipment or other property attached to or otherwise brought onto the Leased Premises shall at all times be personal property and, at CTC's option, may be removed by CTC at any time during the term or within a reasonable time after expiration of this Lease. Upon completion of the modular building and tower by CTC, the modular building, tower and fencing will become the property of the Town of Southold. (b) CTC shall have the right to use whatever means it deems appropriate to Install its equipment, provided that the installation shall strictly in accordance with the Building Code of the Town of Southold and the Building Code of the State of New York. Furthermore, it Is agreed that all Installation and construction, as well as plans and specifications, shall be approved by the Building Department of the Town of Southold. Landlord recognizes that in order for CTC to install and operate Its equipment, it will need the ability to run transmission lines from the equipment room to the antenna location, run power from the main feed to the equipment room, and run telephone lines from the main telephone entry point to the equipment room. Landlord agrees to allow CTC to make all reasonable and necessary alterations, to the building or real property of which the Leased Premises forms a part, in order to accomplish above. CTC shall have the right at any time during the term hereof, at its own expense, to erect, construct or make any improvements, alterations or additions upon or to the Leased premises required for CTC's use, Including, but not limited, to the right of CTC to enclose its equipment and to cap or otherwise modify le.g. use of a Halon System) any sprinkler system in the equipment room to protect CTC's equipment. (c) Landlord will make available architectural Information regarding the building upon request or provide access to available plans. (d) Landlord shall cooperate with CTC and will join in any applications for governmental licenses, permits and approvals required of or deemed necessary by CTC for Its use of the Leased Premises, including, without limitation, applications for business licenses and permits provided that CTC shall reimburse Landlord for any costs or fees actually Incurred by Landlord in connection with such cooperation. ' (e) If the Leased Premises are not readily accessible to the public,,,.,. right-of-way, Landlord shall and does hereby grant CTC an easement over the 1' AL other property of Landlord to provide suitable, adequate . 1 direct access, for ingress and egress, to and from the Leased Premises from the closest public right-of-way and to install any of the above-mentioned equipment required for CTC's operations. Such easement shall remain in effect during the term, and any extended term. No additional rent shall be payable by reason of Landlord's grant of such easement. (f) CTG covenants and agrees to make available to Landlord a portion of the modular building being erected by them in order to house the communication equipment necessarily attendant to the municipal radio antennas and communications systems being Installed on the tower. Access to the equipment and modular building shall be afforded to the Landlord seven (7) days a week twenty-four 124) hours per day. 3. MANAGEMENT OF SITE ENGINEERING: (a) Landlord agrees to eliminate, without cost to CTC, any interference to CTC's operation caused by Landlord or anyone holding under Landlord in a timely manner after oral notice thereof. If such interference cannot be eliminated within a reasonable length of time, after oral notice thereof, Landlord shall cease or shall require the party causing the Interference to cease using the equipment which Is causing the Interference except for short tests necessary for the elimination of the Interference. Ib) CTC agrees not to interfere with radio transmission or reception equipment properly located on the premises owned by Landlord of which the Leased Premises forms a part. If CTC should cause such measurable Interference, CTC shall eliminate it in a timely manner. (c) Landlord agrees not to erect any structure within or on the premises owned by Landlord of which the Leased Premises forms a part that would Interfere with CTC's operation of Its equipment, Id) Tenant agrees that at no time will any microwave dishes or microwave transmission or receiving equipment be placed on the tower. 4, TERM: The initial term of this Lease shall be for ten (10) years commencing on April 1, 1991, and ending on March 31, 2001. As used herein, "term" refers to the initial term and any renewal term as herein provided. If, at any time during this Lease, the Leased Premises becomes unsuitable for cellular radio telephone system operation due to: (a) governmental regulation, (b) technical causes. Ic) interference with CTC's operation that cannot be resolved, CTC may terminate this Lease by notice to Landlord which shall be effective thirty (30) days after it is mailed by CTC. :a' hq,a fI —3— "_ 5. RENT: Wmle Landlord is not In default K eunder, CTC will pay Landlord as runty hereunder in advance, the sum of per month commencing on the first day of the month following the execution of this agreement, notwithstanding anything here to the foregoing, however, CTC will pay Landlord the sum of upon the execution of this agreement which sum shall constitute full prepayment of the first year's rental on the premises and that no further payment shall be due by the CTC to the Tenant until one year from the date hereof. The rental for the second year and each succeeding year throughout the Initial term and option terms, shall be Increased to the annual rental determined thereof by a formula as follows: New Rent = (Basic Rent) + (IR-IL/IL x Basic Rent) Definitions: IR is the Consumer Price Index for the month Immediately preceding the month in which the New Rent is due to be increased. IL is the Consumer Price Index immediately preceding the month In which this Lease was signed. "Consumer Price Index" shall mean the Consumer Price Index published by the Bureau of Labor Statistics of the United States Department of Labor for Urban Wage Earners and Clerical Workers for all items for the New York/Metropolitan area, or shall mean the successor thereto. In the event the Consumer Price Index Is converted to a different standard reference base or otherwise revised, the determination of new rent shall be made with the use of such conversion factor, formula or table for converting the Consumer Price Index as may be published by the Bureau of Labor Statistics, or if the Bureau should fail to publish the some, then with the use of such conversion factor, formula or table for converting the Consumer Price Index as may be published by Prentice Hall, Inc., or any other nationally recognized publisher of similar statistical information. If the Consumer Price Index ceases to be published and there is no successor thereto, such other index as Landlord and CTC may agree upon shall be substituted for the Consumer Price Index, and if they are unable to agree, then such matter shall be submitted to arbitration. Notwithstanding the provisions of this paragraph 5. CTC may, at Its option, pay rent quarterly In advance. 6. OPTION TO RENEW: Provided CTC is not in default and/or breach of any of the terms and conditions of this lease, CTC shall have the option of renewing this Lease for two (2) successive periods of five 15) years, upon the some terms and conditions which were In effect during the initial term, except as to the rental rate which shall be as stated below for the option term(s). CTC, in its sole discretion may elecL to exercise said renewal optit .$) and the Landlord may not terminate this lease should CTC elect to exercise said renewal option(s). Option Term(s) Monthly Rent 1st The rent for the first and 2nd second option periods will be increased according to changes explained above, but In no event shall the rental be less than per month for the first five year period and lihollWANNIMEMMUM per month for the second five year period. CTC shall exercise Its option by giving Landlord written notice of its Intention to exercise its option to renew at least sixty 160) days prior to the expiration of the initial term hereof, and If said renewal is for the successive period, CTC shall give to Landlord a like written notice at least sixty (60) days prior to the expiration of the then current period, of Its intention to renew this Lease for and during the next succeeding period. 7. LIABILITY: CTC shall carry during the term of this Lease the following insurance with the customary coverages and exclusions and shall provide proof of same to Landlord prior to construction, naming Landlord as an additional insured: Bodily Injury - $1,000,000. for all injuries sustained by more than one person In any one occurrence. Property Damage - $1,000,000. except for damages as a result of any one accident. 8. CONDITION OF PREMISES: Upon termination or expiration of this Lease, CTC shall surrender the Leased Premises to Landlord In good condition (a) for reasonable wear and tear, or (b) for damage due to causes beyond CTC's control or without Its fault or negligence, or (c) for both. 9. WARRANTY OF TITLE AND RIGHT TO LEASE: (a) Landlord warrants that: II) Landlord owns the Leased Premises in fee simple and has rights of access thereto: Iii) Landlord has full right to make this Lease: and (iii) CTC shall have quiet and peaceful possession of the Leased Premises during the term. Landlord is prepared to document its Interests in the premises. } ry\fin -6- (b) Landlord warrants that the making of lis lease and the performance thereof will not violate any zoning or other laws, ordinances, restrictive covenants, or the provision of any mortgage, lease or other agreements under which Landlord is bound and which restricts and Landlord in any way with respect to the use of disposition of the premises. 10. ACCESS: Landlord agrees that, from the date of execution of this Lease, it shall obtain CTC's consent before granting any other party any rights, or further right of access to the Leased Premises. CTC agrees not to unreasonably withhold such consent. 11. CTC's RIGHT TO MAINTAIN SECURITY: CTC, at its cost and expense, may place, construct and maintain a fence around any equipment structure housing CTC equipment, or undertake any other appropriate means to restrict access thereto. CTC shall ensure that the Town of Southold shall have access to the structure housing its equipment as set forth herein above. 12. MAINTENANCE AND REPAIRS; UTILITIES: CTC shall perform all repairs necessary to keep Its Improvements on the premises and easements or other access to the premises in good and tenantable condition. Landlord shall maintain the premise, other than CTC's improvements, in good and tenantable condition and repair. CTC shall have the right to add HVAC and store sealed batteries In the equipment room or outside the building at a location mutually agreed upon by the parties. CTC, at its sole expense, shall arrange for a separately metered electrical supply and shall pay for all charges for electricity and other utilities consumed by CTC. 13. TENANT'S DEFAULT AND RIGHT TO CURE: Each of the following shall be deemed a default by CTC and a breach of this Lease: (al Non-payment of rent, including any adjustments in rental amount as required hereunder, due hereunder for a period of thirty (30) days after receipt of notice of such failure from Landlord. (b) Failure to perform any other covenant for a period of forty-five (45) days after receipt of such notice from Landlord specifying the failure. No such failure, however, shall be deemed to exist if CTC shall have commenced good faith efforts to rectify the same within such forty-five (45) day period and provided such efforts shall be prosecuted to completion with reasonable diligence. Delay in rectifying the same shall be excused if due to causes beyond the reasonable control of CTC. (c) Any vacating or abandonment of the premises by CTC for more than three (3) consecutive months unless ordered to do so by duly authorized legal authority or other cause beyond CTC's reasonable control. (d) In the event of Tenants failure to cure as . forth herein above, then and in that event the parties covenant and agree that this lease shall for all all purposes terminate and that Landlord shall be entitled the exclusive right of possession, use and title to CTC's improvements and CTC shall have relinquished all of its right title and interest in and to same by virtue of its failure to cure. 14. ASSIGNMENT: Landlord may assign this Lease and said assignee will be responsible to CTC for the performance of all the terms and condition of this Lease. Landlord agrees that CTC may assign all rights, benefits, duties and obligations under this agreement to any corporation, firm or person licensed by governmental agencies to operate a cellular mobile telephone system or to any corporation or other business entity which shall acquire substantially all of the assets of CTC, by giving Landlord written notice. If such assignment is made, CTC shall be relieved of all future liabilities hereunder and Landlord shall look solely to such assignee for the performance of the Agreement after assignment, 15. NOTICES: Unless otherwise provided herein, any notice of demand required or permitted to be given hereunder shall be given In writing by certified or registered mail, return receipt requested, in a sealed envelope, postage prepaid, to be effective on the second day following mailing, addressed as follows: If to Landlord: Town Attorney Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 With copy to: Scott L. Harris, Supervisor If to Tenant: CELLULAR TELEPHONE COMPANY 67 West Passaic Street Rochelle Park, NJ 07662 Attention: Vice-President, System Implementation With copy to: Kearns 6 Coyle 3540 Valley Road Liberty Corner, NJ 07938 Either party hereto may change the place for the giving notice to it by like written notice to the other. 16. RESERVATION OF RIGHTS: CTC does hereby reserve any and all rights it may have as a lessee, under the U.S. Bankruptcy Code 11 U.S.0 tot et seq. in general, and 11 U.S.0 365 in particular. 17. SEVERABILITY: If any provision of this Lease shall be held to be invalid. Illegal or unenforceable, the remaining provisions shall be binding upon the parties and shall be enforceable as though said invalid, illegal, or unenforceable provision were not contained herein, provided, however, that-it the -7- �' s invalid, illegal or unenforceable provision goes to the ht ; of this Lease, the Lease may be terminated, by either party on ten (10) days prior written notice to the other party hereto. 18. AMENDMENT; WAIVER: No revision of this Lease shall be valid unless made in writing and signed by the General Manager or higher authority of CTC and an authorized agent of the Landlord. No provision may be waived except In writing signed by both parties. 19. SHORT FORM LEASE: The parties will, at any time upon request of either one, promptly execute duplicate originals of any instrument, in recordable form, which will constitute a short form of this Lease setting forth a description of the premises, the term of this Lease and any portions hereof, excepting the rental provision. 20. BIND AND BENEFIT: All the conditions and covenants contained in this Lease shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors, and permitted assignees of the parties hereto. 21. ENTIRE AGREEMENT: This lease and the exhibits attached hereto constitute the entire agreement of the parties hereto and shall supersede all prior offers, negotiations and Agreements. IN WITNESS WHEREOF, the parties have executed this Lease the date and year first above written. TOWN OF SOUTHOLD CELLULAR TELEPHONE COMPANY (LANDLORD) 47ENANTJ- By: Scott L. Harris By: Edward F. Weingart Title: Supervisor Title: Vice-President Town of Southold System Implementation EXBLBIT "1" Lot _ Block Peconlc Lane Peconlc, New York IJP ,x/ LLLL �y�ynn}} ll L� l/ INIhAL - MFpQ j 1JN �ul�:�r �A.-�(I• 180,E 1�10 N 46° 42' 20° E 1870 N SAND I PILE I 1 I M1 � D¢I.tiF'wPY 1685 I I ' z i e A SAND �8A CL 165 PILE �g f I � 15 g5 PAGE.002 f IBJ' 'HHB fn S� Rp�x-st%i.� Iq'f2G' N 46° 42' 20" E la�� 1 I ::,• IIg39 1a�2 19�6 5< EI c Ao SAND PILE 6 ' I 15,f 1 I _ I I 1 Q ' I � it v�rPnf.>. oec, aRr �. 6a5 Q � �p RIJPNo.Y 1 J/ 1�• i 1g�0 � � i 1612 F- \� ~ A z SAND \� I q a 16 A PILE 1g � ' ``.' ' �11 • I SI 56' j56� I Isa. MAR 19 '31'17:02 ' PAGE.002 a ` FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22275 Date APRIL 23, 1993 THIS CERTIFIES that the building ACCESSORY Location of Property 53095 MAIN ROAD PECONIC, NEW YORK House No. Street Hamlet County Tax Map No. 1000 Section 75 Block 5 Lot 14.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 1991 pursuant to which Building Permit No. 19745-Z dated MARCH 28, 1991 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 TOWER & EQUIPMENT BUILDING AS APPLIED FOR The certificate is issued to TOWN OF SOUTHOLD (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-199854 - AUG. 13, 1991 PLUMBERS CERTIFICATION DATED N/A ����suil I p fng Inspectoror Rev. 1/81 Yom N0. e TOWN OF SOUTHOLD WILDING DEPARTMENT TOWN HALL SOUTHOLD, N. T. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N! 19745 Z Dote ..........YA.Altwc.1'.A.....97-1?.._...... 19.3.1. r Permission Is hereby granted to: . ..f!� :. .... as ................................ ........... { ' to ...�.c;? ! �Ml(!�S ?�... ...(''r. otprom sea locot .3. .Sty`x.. « ... �....I ed of .. ..t..... ?)Aratcv s.. n «�.... ............................................................................................................................................................. ................................................................................................................................................................ County Tax Map No. 1000 Section ......Q. 1.��..... Block ......P..S....... Lot No. ...1.7.:..1......... pursuant to application doted ........14 CtAS.+/.'t......4.7..............1 19.9..1.., and approved by the Building Inspector. Fee 5........ ............ Y" ..... . .......................................... n.'. ...................«... Rev. 6/30/80 SURVEY OP PROPERTY SgTJU91rljE SOUTVOLD r1OWTT OP'SOUTVOLD 0owmwmwlT I SUTTOL'K COUlh--Y, MEW YOR7C TM M o9 5o°naw 539.76 I,wlo< a.rw SCTM#1000-75-5-14.1 r EAREA tt 534,371 SQ FT 9 isins"WM N46^42'20'8 12.27ACRES Tom W p 17.1'EASTwlwWO 17.5• OWN LIMY ETA N � I5.i'sou" H roCl' W MpMIMENT WNND pa' fAllt W ^1AN' 0 ILl2 nl'� I�, lTf O 100, N[ •IpL x•x omnwa 0 o I aGu W •r N I . i i 1 ;---------------------- welt Mow D KOK MFAY KAM I b wANt — - u.r•"•r I r•wo w V KM MARM TOM" STEM TsoxAms aauNwNe I �c,Y .6 I ASMMLT MM 1 w'� V MAW LATMAMY ,yry I I v j ppa 0lnw• I 41 I.I N55O •yignt Se.:• G �� � ' m",,,,,I ! s.l 56t 00nE 256.09' o..,...r• I �'� I IOItI LT••IJM Is' IINO MI]t110• ww 4 p .F YC _ I wu � I•wnxwvuwwmm ""� ur Y t �ilele Loon I y �,t' •Oy '1 w0 , I \\\ ALw/i � 111 O Ir 11001.4V �\ YW 1 � IpQV •rp 1Y'Mw V T III°Ilf ___ 1 aw•w•oo' f3.5___ NO NOTMO ' N MAW 4 IM•.nMw e N wnOKwf 1Y' r" _ �O DYM I .,• 344.84' ywtn Mti }.muni wcr aue. W o p 0'W I "4 9 GAR U'M uw•a+t "°' mu,t: 56.1• rn S48 4 W Ir °� ,rw«r 30"W xMG _•uN o IM• 8 04' ,pw Ima rl I W I np O1e G� .' ;gy 152.84 T u,vn ryw IwrY C ", O ■ Mlt W s, I NG„Gt7WMtr M ra• 10"w9•o . AB911ALT I O I T N Ln eea ppl.rw �0 fl 9 I pbenl e. T"elra to law DY rowYu' I - O C I7 �wwTL1 If—'' I I WW 01L FOMMYYI'Y I at'ws SLAMIr,r f6. �, I p� naMAal• 59.9'1 1 I •.To taut O I�` ;n'.Gron I ; N c o " v 9 b■ i i i i o 548°39'50°W 81.64' 548040'00°W 177.84' MAIN ROAD � S. R. 25 ) wwxwmo Kmuna a.m,rl ro nr ulrr wvwGu,oxo rinla,aolw.aox.w uw. coo n,m•w.n wx Im••Nwe ue wo wvm,Glw - "•RO M a Gqi rr a"L Im t ffAAi.O R •w.reon Wlwr,tramwwblrY wGGIrNr•NI M W L 111111 OI lY iC M IAa.YI nld M pIIM Y MwRY® MgalwMllNM1111imIYn.GA'wMrwYYrYm NIG IItlN YOIMI°M Iwl®lilbl MO T M Mli® nMutooG•wnrvmwwwNnraanw,r.Na JOHN GALLACHER "Gr,w•r,ww mwara•on,l,nww a owrewn Grrrwo,tMrGrNwNN. �N.r. LAND SURVEYOR WYIIIIII®.Wwr11•/Irla•IwY1Ar•IIKIIIIr• Iw W O0 a YMo01pfG/R FI AMMIttJ IMB••Iww W LY eworaMnrro."'wnea'lewwm."wmasr 59 FLORENCE DRIVE mrsx ooa xrw"rv,M•II•wl,•Ir m M,IIG,91Y �rl�.�SN..GrNwGan..wttNw� MANORVILLE, N.Y. 11949 wlwwrmaaMttm,nwawnm,rwwW wNuc Nwl1 M,IM.,•N„M/,n.R MLl,dl•ro•Iwp1G•aG GGr1 mrlw�,lGi`"G'"arrmG"w'nG•..'G'I"G"n""' SURVEYED: OCTOBER 30 2003 (631 )874-0400 uo,o,nosawormawrGwwwrN7lGIW rlo sGim�ixlw"soxaaa.wcv°s�Ya , wrllva®mMaw.arua fy N . PROJECT DESCRIPTION t a° o MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED 00 � CABLES. at &t L 3 =a PROJECT INFORMATION �T cSITE ADDRESS: 41405 ROUTE 25 n 00 c PECONIC, NY 11958 0 L PROPERTY OWNER: TOWN OF SOUTHOLD MAIN ROAD SOUTHHOLD, SITE NUMBER : NYNYNY0229 m NEW YORK 11971 Io U c 0 -6 APPLICANT ADDRESS: NEW LINGULAR WIRELESS PCS, LLC ("AT&T") SITE NAME : SOUTHOLD �,� 340 MT. KEMBLE AVENUE o m°'MORRISTOWN, NJ 07960 2 JURISDICTION: TOWN OF SOUTHOLD v 3 PROPERTY TAX ID: SECTION 75, BLOCK 5, LOT 14.1 € ZONING DISTRICT: MUNICIPAL R-80 VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS o to LATITUDE: N 41' 2' 28.79" (NAD 83) FROM MORRISTOWN,NJ: 0 N LONGITUDE: W 72' 27' 31 .57" (NAD 83) / SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL c MT KEMBLE AVE TOWARD ZAMROK WAY, TURN RIGHT ONTO MACCULLOCH ELEVATION: 14' t ASML (NAVD 88) AVE, TURN LEFT AT THE 3RD CROSS STREET ONTO MILLER RD, TURN RIGHT ONTO COUNTY ROAD 510/ CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. cCURRENT USE: TELECOMMUNICATIONS FACILITY AND POLICE BUILDING SOUTH ST, CONTINUE TO FOLLOW SOUTH ST, SLIGHT LEFT ONTO MADISON AVE, TURN LEFT TO MERGE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF o PROPOSED USE: TELECOMMUNICATIONS FACILITY AND POLICE BUILDING ONTO 1-287 N, TAKE EXIT 41A FOR I-80 E TOWARD NEW YORK CITY, FOLLOW SIGNS FOR 1-80 E/ CONTRACT AWARD SHALL GOVERN THE DESIGN. 0 U PATERSON/NEW YORK AND MERGE ONTO 1-80 E, CONTINUE ONTO INTERSTATE 80 EXPRESS E, MERGE 0_ ° RF DATA SHEET ONTO INTERSTATE 95 EXPRESS N, CONTINUE ONTO INTERSTATE 95 UPPER LEVEL N , PARTIAL TOLL ROAD, 8 ENTERING NEW YORK, CONTINUE ONTO 1-95 N, CONTINUE ONTO CROSS BRONX EXPY, CONTINUE ONTO BUILDING CODE: BUILDING CODE OF NEW YORK STATE — 2010 0 v0' DATE ISSUED: 05/30/2012 REVISION: VO2 I-295 S, PARTIAL TOLL ROAD, TAKE THE EXIT ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO 1-495 E/LONG ISLAND EXPY TOWARD EASTERN LONG ISLAND, TAKE EXIT 71 FOR NY-24 TOWARD, ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70—NATIONAL ELECTRICAL CODE HAMPTON BAYS/CALVERTON, TURN RIGHT ONTO NY-24 S, AT THE TRAFFIC CIRCLE, CONTINUE STRAIGHT (NEC) — 2008 o ° ONTO FLANDERS RD/RIVERHEAD—HAMPTON BAYS RD, CONTINUE TO FOLLOW FLANDERS RD, TURN LEFT ° DRAWING INDEX REV ON COUNTY RD 105/CROSS RIVER DR, TURN RIGHT ONTO MAIN RD, TURN LEFT ONTO MILL RD/PECONI FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2010 ° LIGHTNING PROTECTION CODE: NFPA 780-2008 LIGHTNING PROTECTION CODE 0 v° SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING NYNYNY0229 -T01 TITLE SHEET 2 STANDARDS. L NYNYNY0229 -SP1 OVERALL SITE PLAN 2 R NYNYNY0229 -A01 COMPOUND PLAN, ANTENNA PLAN & GENERAL NOTES 2 O O�Q 04 AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL c N CONCRETE. c c NYNYNY0229 -A02 EQUIPMENT PLAN, GPS UNIT MOUNTING 2 OR�N R 9 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, DETAIL & NOTES SITE �i� N THIRTEENTH EDITION. L NYNYNY0229 -A03 TOWER ELEVATION & DETAILS 2 ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) 222—F (1996), STRUCTURAL STANDARDS 6 ,c°_, NYNYNY0229 -A04 REMOTE RADIO HEAD (RRH) MOUNTING & 2 FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. E MCPA RACK DETAILS �p DO o NYNYNY0229 -A05 DC POWER SURGE PROTECTION & DC POWER (OVP) 2 �p0� TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. ° 0 POLE MOUNTING DETAILS Z,� INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING NYNYNY0229 -A06 LTE CONDUCTOR SIZES & CABLE ENTRY PORT DETAILS 2 y0 EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND NYNYNY0229 -E01 SYSTEM DIAGRAM 2 SYSTEM NYNYNY0229 -E02 RRH WIRING DIAGRAM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC o NYNYNY0229 -E03 ELECTRICAL, TVSS NOTES, ABBREV. & SYMBOLS 2 �� EQUIPMENT :.5 NYNYNY0229 -E04 GROUNDING NOTES & DETAILS 2 6 �� IEEE C2, NATIONAL ELECTRIC SAFETY CODE — LATEST VERSION Rj o NYNYNY0229 -E05 LTE CROSS SECTOR REDUNDANCY FEATURE 2 ��F TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS 'C o (CSRF) JUMPER CONFIGURATION ANSI T1 .311 , FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION 0 Q �T FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING v Z� MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE 0 REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT 0o � AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 43 DOCUMENT REVIEW STATUS •o 0 STATUS " PROJECT CONTACTS 0 > 1. ❑ ACCEPTED WITH MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED 0 2. [:1NOT ACCEPTED - PLEASE RESOLVE COMMENTS AND RESUBMIT DETAIL ID 100 m ) Reviewed by: (ENG'G) Date: T01 NAME COMPANY CONTACT NUMBER SCALE: N.T.S. o+ CONSTRU JAYSON BECHTEL (201 ) M -0 RF ENGINEER CONSTRUCTION SA COMPLIANCE ENGINEERCTION RICHARDGCOADLEZ BECHTEL (201) 571 -07030 STRUCTURAL STATEMENT O �° N y, c « RF ENGINEER AZAD KARIM BECHTEL (201 ) 571 -0651 0 ; EXISTING EQUIPMENT ROOM HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO 0`o Z° MODIFICATIONS TO THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. 0c- U •2 0 SITE NAME: SOUTHOLD F NEh, at&t BECHTEL ASSOCIATES �``a�"0 M' °°�o o y � 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG P5 RC m a o SITE NUMBER: NYNYNY0229 �� Q w TITLE SHEET PROFESSIONAL CORPORATION OC 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC O cc ° 41405 ROUTE 25 = w ` A UNIT OF BECHTEL CORPORATION 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC 2m, . 3: e i � 5275 WESTVIEW DRIVE PECOINIC, NY 11958 3 s N0. DATE REVISIONS BY CHK PP':E Sq 39' y,�2�' JOB NUMBER DRAWING NUMBER REV 01 RafE551aNP a o •c FREDERICK, MD 21703-8386 USA SCALE-- As NOTED DESIGNED BY: PK DRAWN BY: PK 25736-415 T3—NYNYNY0229—T01 2 0 0Q O 'C — SIZE "_ �d AI'I',I 11 N _T N d U O H ¢ N 0 W O -i M _I ZN o nz ^ SEC: 74, BLK: 15 LOT: 5 ZONING TABLE: SOUTHOLD "R-80" ZONING DISTRICT 3 a EXISTING AT&T a II EXISTING AT&T EQUIPMENT SHELTER 1- I- � ITEM: REQUIRED EXISTING AT&T PROPOSED x o ICE BRIDGE o ° EXIST, \W a EXISTING LATTICE TOWER MAX. HEIGHT FT 80.......... ( ) 148'-10±............. NC.......... - ° T A24'T EQUIP. z N 46' 42' 20" E 477 EXISTING T-MOBILE 539.76' MAX. LOT AREA ST v o EQUIPMENT PAD ( ) 80.000......... 569,442±............. NC.......... M0 - i 0° o EXISTING SHELTER' PROP, I MAX. LOT WIDTH (FT) 175.............. 539'-9"±............. NC.......... 0 -61 (� OTHERS) TpR,438 TENNq MAX. LOT DEPTH FT r 5 t ( ) 250.............. NC.......... TOR_-68 qN 10 NA E T. 1 ,020'-6' ±............. ° ED I _ f TO _4 AT&T EQUIP. MINIMUM FRONT YARD SETBACK: ANTENNA EQUIPMENT FT PEN XI St 0••f _ / ( ) 100/100...... 773'-9"±/785'-0"±..... NC.......... EXISTING VERIZONI \ 1 CSC CABINET EXISTING MEfROPCS IsEC: 75 MINIMUM SIDE YARD SETBACK: ONE ANTENNA EQUIPMENT FT E m I EXISTING GENERATORS —EXISTING PAD 1 @LK' S COr• 2 MINIMUM SIDE YARD SETBACK: BOTH ANTENNA EQUIPMENT( FT 20/20 68'-6' ±/24'-0"±............ NC.......... TM EXISTING PROPAN EXISTING ACCESS t 1 / ( ) 45/45.......... 438'-5"±/475'-0"±...... NC.......... o in TANK GATE (TYP.) p °_ w EXISTING CHAIN- co MINIMUM REAY YARD SETBACK: ANTENNA/EQUIPMENT (FT) * * NC.......... I a EXISTING NEXTEL M�d v� \ 75/75.......... 17'-2' ±/ 13'-0' ±...... • LINK FENCE - 1 S 0 c I cy +1 EQUIPMENT SHELTER rol y EC: 75 @LK 5 MAX LOT COVERAGE (%) 20,,,,,,,,,,,,,,,, 5.93............ NC.......... o 0 3 I EXISTING VERIZON m LOr. 3 a ° of WIRELESS EQUIPMENT �' ^ MAX LANDSCAPE AREA (%) 25................. *8.69............. NC.......... 8 * ry , ¢ I� SHELTER I v - MAX EQUIPMENT AREA SF ° MI o o ¢ {{ W \ ( ) 500.............. 353............. NC.......... -6 E2 "� o w O1 1 / SEC: 75 @LK: 5 L NA= NOT APPLICABLE NC = NO CHANGE 0 ° � z¢ 'n ' OT' 4 * EXISTING DIMENSIONAL NON-CONFORMITY N SUBJECT SITE v E I o I� SECTION: 75, BLOCK: 5, I v 0J a o LOT: 14.1 , ZONE: MUNICIPAL O /SEC.. 75, N °° D co o co 0L__ �SE�75, 6LK• LS OT, 6 C N \ ' u I 7 \ SEC: c $ I 5' @LK: 5 LOT. 7 " 0 ❑ ❑ ° o _ au E N5'56' 00" m ,o I 256,p ° c EXISTING 0 wF I BUIILDING (TYP.) S 48' 04' 30" W / Q) N 152.84' Lil a° EXISTING p/ Z BUILDING (TYP.) S_48' 40' pO" _ o LU TI 344344 84 - E � I :� o , I S 19' 41' 00" W o o I o I 3 41.16' Z to C 0 co BEK: 55 BLK: 55 I SEC: 75 I iry N LOT: 13 I LOT: 12 ' BLK: 5 o/M raj /SEC: 75 a Z LOT: 11 0 1 BLK: 5 SEC: 75 P .0 I I I 1 b/N pro SEC: 75 LOT: 9 BLK: 1 o 0 M I^ BLK: 5 LOT: 14 _ LOT: 10 L - 0 N 11' 10' 00" E oF 2 a 177.00' RT 25 MAIN ROAD (EXIST. SCENIC BYWAY) " 00 S 48' 39 50" W °�' SEC: 86 SEC: 86 SEC: 86 81 64' NOTE: BLK: 1 gLK: 1 BLK: 1 SEC: 86 L LOT: 6.1 I I / �/ BLK: 1 / TO THE BEST OF OUR KNOWLEDGE, THE ° LOT: 6.2 LOT: 7 LOT: 8 SEC: 86 / SEC: 86 PROPOSED EQUIPMENT MODIFICATIONS BY AT&T BLK: 1 BLK: 1 WILL HAVE LITTLE IMPACT ON THE EXISTING ro / SEC: 86 / LOT: 9.1 / LOT: 10.9 OVERALL SITE PLAN 1 NOISE LEVELS AT THE EXISTING FACILITY. `'4 « BLK: 1 FULL SCALE 1 "=80'-0" •- SCALE: 1 '=80"-0" SP1 NOTE: THIS PLAN IS BASED ON A DRAWINGS 0 3 LOT: 9.3 BY JOHN GALLACHER, LAND SURVEYOR so ao o so 1so FT °`o z° DATED 10/30/03 AND A SITE VISIT BY `oa BECHTEL ON 05/28/2012 HALF SCALE 1 "=160'-0" U F, 0 BECHTEL ASSOCIATES SITE NAME: SOUTHOLD �waanD ME o}. ® at&t a ° PROFESSIONAL CORPORATION cn SITE NUMBER' NYNYNY0229 �i�� 1 01/14/13 LTE—ISSUED FOR CONSTRUCTION 3 PS RC a° m a� � 411405 ROUTE 25 ` 1 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG Ps RC * OVERALL SITE PLAN O A UNIT OF BECHTEL CORPORATION PECONIC, NY 11958 / / ° 0 12 27 12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC w 5275 WESTVIEW DRIVES o T C FREDERICK, MD 21703-8386 USA N0. DATE REVISIONS BY CHK PP' dppRD45439'Py�,�,' JOB NUMBER DRAWING NUMBER REV 0_ o SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK Fessl°" � 25736-415 T3-NYNYNY0229-SP1 2 0 r — v a¢ size °_ - 34 ' aii,i "o ° N EXISTING AT&T ICE BRIDGE PROPOSED GPS UNIT & NEW 1/2" COAX CABLE GENERAL NOTES ROUTED TO BBU (PROVIDE 10 MINIMUM SEPARATION .T EXISTING GPS FROM ANTENNAS) (SEE DETAIL 1121/AO2) u a UNIT TO REMAIN 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL ° o - % ° —% —% 1 APPLY: M PROPOSED POWER AND FIBER.—I" CABLES TO BE ROUTED THROUG A03 CONTRACTOR - BECHTEL ° EXISTING ICE BRIDGE 2 1/2" EXISTING SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 3 a �;�INNERDUCT T-MOBILE OWNER - NEW LINGULAR WIRELESS PCS, LLC ("AT&T") T ° ♦ EQUIPMENT OEM - ORIGINAL EQUIPMENT MANUFACTURER ° EXISTING AT&T 0 �y PAD 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL a o EXISTING SHELTER (BY OTHERS) � EQUIPMENT ° I SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN o SHELTER I BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY a°i a I EXISTING f f FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 00 0 LATTICE I 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL c 1 a TOWER APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL IT APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND c LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. m T: aC EXISTING GRAVEL % 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 0 3 EXISTING CHAIN LINK FENCE-1COMPOUND COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE E REGULATIONS. o APPROXIMATE ROUTE OF EXISTING UNDERGROUND 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, c n EXISTING VERIZON COAX CABLES APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON ° N CSC CABINET THE DRAWINGS. c o f EXISTING NEXTEL —"� 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH EXISTING EQUIPMENT SHELTER i EXISTING i MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. o o v GENERATOR METROPCS o CONCRETE 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ` c / PAD CONTRACTOR. 0 ° %-% ° %-M %-% E2 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, 0 o- EXISTING PROPANE TANK —/ A GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. Q C i SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS v ai NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. E EXISTING ACCESS ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. 0 v° ¢ EXISTING VERIZON WIRELESS GATE (TYP.) 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, EQUIPMENT SHELTER LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 0 c 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH °c , AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS N o v REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. o t ° *—% —% —" "—' —"� FULL SCALE 1/8"=1 '-0" 11 . SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. COMPOUND PLAN 1 e o s 1s FT 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE u A01 INSTITUTE ACI 301 . m a SCALE: 1/8" = 1 '-0" HALF SCALE 1/16"=1 '-0" (ACI) 0 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT " y PROPOSED RAYCAP DC6 DOME MOUNT ON T-ARM 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN o WITH (1) PIPE MAST (SEE DETAIL 1102/A05) ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. i FOR MOUNTING (SEE DETAIL 1116/A05) A03 EXISTING AT&T ANTENNA a TO REMAIN (SECTOR A) 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. a SWAP (1) AT&T ANTENNA FOR iQ PROPOSED ANDREW AT&T ANTENNA INSTALL (2) NEW RRH'S ON PIPE MOUNT 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS-AOOZ-00001 , o v (SECTOR A) (SEE DETAIL 2&4/A03) moo (SECTOR A) (SEE DETAIL 1/A04) GENERAL CONSTRUCTION SERVICES. o � G 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO 0 ' SWAP (1) AT&T ANTENNA FOR PROPOSED LTE AT&T- SWAP (1) AT&T ANTENNA FOR COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE o L ANTENNA (SECTOR C) (SEE DETAIL 2&3/A03) PROPOSED LTE T ANTENNA DRAWDSCRINGS EPANCIESTBE PRIOR TO VERIFIED. ORDERING MATERALROR PROCEEDING WITHSHALL NOTIFY THE ONTRACTOR OF CONSTRUCTION,ANY (SECTOR A) (SEEE DETAIL 2&3/A03) mac INSTALL (2) NEW RRH'S ON PIPE MOUNT 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK a (SECTOR C) (SEE DETAIL 1/AO4) EXISTING AT&T ANTENNA BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION, ANY WORK ON 0 2 SECTOR "C" TO REMAIN (SECTOR B) EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE I- � SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. .° ¢ EXISTING AT&T ANTENNA INSTALL (2) NEW RRH'S & (2) 0 TO REMAIN (SECTOR C) SF (SEE ET ON PIPE MOUNT (SECTOR B) 18 WONCE RKING GHE CELL AROUND SITE HIGH LEVELSAOFIVE, ALL SAFETY EL CTROMAGNETCRECAUTIONS RA RADIATION. MUST EQUIPMENTTAKEN SHOULDWHEN BE ° n� (SEE DETAIL 1/A04) ° NOTE: SWAP (1 ) AT&T ANTENNA FOR p SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO r LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY PROPOSED ANDREW AT&T ANTENNA r'pf , DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY r AND MAY NOT REFLECT FINAL RF DESIGN. REFER (SECTOR C) (SEE DETAIL 2&4/AO3) �z DANGEROUS EXPOSURE LEVELS. ~ EXISTING°c' TO REMAINN (SECTOR B) TO LATEST RF DATA SHEET FOR FINAL LTE PO ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. SANTENNA o ° SWAP (1) AT&T ANTENNA EXISTING MICROWAVE DISH FULL SCALE 1/4"= 1 '-0" 04 c 4; NOTES: FOR PROPOSED LTE AT&T TO REMAIN (SECTOR B) DETAIL 1 . ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. ANTENNA (SECTOR IB) a o a a TT 100 o z 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. (SEE DETAIL 2&3/AO3) ANTENNA PLAN 2 SCALE: N.T.S. A01 `oa o 3. IMPLEMENT CROSS—SECTOR REDUNDANCY (SHEET E05) SCALE: 1/4" = 1 '-0" A01 HALF SCALE 1/8"=1 '-0" (J •y SITE NAME: SOUTHOLD ME 0 at&t ° BECHTEL ASSOCIATES 2 01/10/13 LTE ISSUED FOR CONSTRUCTION NG PS RC R�a4 p m aplow PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 a� O 4BE ROUTE 25 �C 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG Ps RC COMPOUND PLAN, ANTENNA PLAN o ° A UNIT OF BECHTEL CORPORATION o 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RD =w, & GENERAL NOTES 5275 WESTVIEW DRIVE PECONIC, NY 11958 o,3 r N0. DATE REVISIONS BY CHK PP' 'Fo oa qgg^ ,�?�' JOB NUMBER DRAWING NUMBER REV ° FREDERICK, MD 21703-8386 USA a `o `_ oFessioPF` SCALE: AS NOTED DESIGNED 6Y: PK DRAWN BY. PK - 25736-415 T3—NYNYNY0229—A01 2 5 aQ 9°C ^_- l-1 A' ILI L N _ CONSTRUCTION NOTES N T r 1 . FIELD VERIFICATION: a0i o SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. L 2. COORDINATION OF WORK: 3 ° SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. v C o 3. CABLE LADDER RACK: a c SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND 4 CONDUIT AS REQUIRED TO SUPPORT CABLES. s o DO `0 28'-0" 101 DETAIL L) AO2 SCALE: N.T.S. 0 _ C N DO EXISTING CABLE ENTRY PORT STRUCTURAL STEEL NOTES T IN WALL AND FLOOR 1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS 0 3 AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. E 0 PROPOSED 2 1/2" INNERDUCT & PROPOSED 1/2" COAX CABLE 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL --7\ >,n CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM c N PROPOSED CABLES ENTRY PORT r SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED EXISTING (SEE DETAIL 1&2/AO6) EXISTING SURFACES SHALL BE TOUCHED UP. v oHVAC HVAC � ; , , ; 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE / i i / /./! /� '' �/ / ; �' o � /;;moi ��' �� /// � /� /%� � ��� �' �" �/% � � / ' �' ' '� � � / � � �� � � /' � � //� ' / " '/ (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED 0. 0 EXISTIANG o °o OTHERWISE. ` . LUCENT 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 `0 0 CABINET % BOLTS UNLESS NOTED OTHERWISE. N a / 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S N ii / �� /J EXISTING NOKIA 1900 IBBU WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE E ' \ DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN / EXISTING L �— % DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, y 00 GPS 242 I SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE EXISTING MCPA 850 / EXISTING NOKIA 850 24V LOADS. 0 —SWAP EXISTING GPS 2424 POWER 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. i1 % PLANT FOR A NEW ARGUS CORIDEX F THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL 0 POWER PLANT WITH 8 RECTIFIEIRS. EXISTING WASHERS. TELCO RXAIT 620 DETAIL L SCALE: N.T.S. % j EXISTING AC SUB-PANEL c ' a .2 / t o %, / GPS UNIT E / r (PROVIDED BY AT&T D] 0 % INSTALL (1) BBU, DC CONVERTERS, EXISTING MAIN AC PANEL INSTALLED BY CONTRACTOR) ° FIBER MANAGEMENT & DC SURGE X INTO THE EXISTING MCPA RACK I / 1 1/2" O.D. X 3'-0" MAX. o � 0 /, EXISTING EXISTING EXISTING (SEE DETAIL 3/A04) � � PROVIDE APPLICABLE GALV. STEEL MOUNTING PIPE-� a / BATTERY BATTERY BATTERY EXISTING ELECTRIC PIPE-TO-PIPE CLAMP 0 ° RACK RACK RACK LSERVICE METER / EXISTING TRANSFER SWITCH �� %�/; COAX GROUND KIT ICE BRIDGE POST COAX CABLE o •� E t y EXISTING GENERATOR PLUG OR SIMILAR POST. EXISTING TELCO BOARD / (AS REQUIRED " BY UNIT o L EXISTING DOOR MANUFACTURER) C iT I va .- r�-6 AWG GROUND WIRE TO tr - OR * M NOTES: ELEVATION LUGWELD ON GROUNDS BAR U H c H E5 a 1 . LOCATION OF UNIT MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE 0 0 > SURFACE AREA OF A HEMISPHERE AROUND THE GPS UNIT. 0 E � 0 0 2. ALL GPS UNIT LOCATIONS MUST BE ABLE TO RECEIVE CLEAR N 4; SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS UNIT. olc 0 -2 y FULL SCALE 1/2"=1 '-0" E91 1 -GPS UNIT PIPE MOUNT 03 EQUIPMENT ROOM PLAN ri 12" 0 1 2 3 4 5 FT GPS UNIT MOUNTING DETAIL 1121 NOTE: Z SWAP EXISTING GPS 2424 POWER PLANT FOR A NEW SCALE: 1 /2"=1 '-0" A02 A02 a ARGUS CORDER POWER PLANT WITH 8 RECTIFIERS. SCALE: N.T.S. 0 o HALF SCALE 1/4"=1 '-0" U .N 0 SITE NAME: SOUTHOLD q��pµp ME pl • at&t DO m BECHTEL ASSOCIATES 2 01/10/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 ���� 1 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC * EQUIPMENT PLAN, GPS UNIT 8 41405 ROUTE 25 ° w MOUNTING DETAIL & NOTES o A UNIT OF BECHTEL CORPORATION 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC =w; 11 PECIONIC, NY 11958 3r i 5275 WESNIEW DRIVE N0. DATE REVISIONS BY CHK PP' 6op046 39'� ��'�' JOB NUMBER DRAWING NUMBER REV a o c FREDERICK, MD 21703-8386 USA RDFessIONP` 25736-415 T3-NYNYNY0229-A02 2 SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK U 2Q SIZE T' ,. 3a ' nP151 'I� _ • MECHANICAL 11-011 DOWN-TILT ASSY. 7.1 UZ O O DO O 0 Js TOP OF WHIP ANTENNAS 3 a ANTENNA MOUNTING HARDWARE 148'-10" t A.G.L. o (FIT AS REQUIRED) ' EXISTING WHIP ANTENNAS (TYP.) o INSTALL (2) NEW RRH'S ON PIPE 0 o MOUNT (TYP. ALL SECTORS DO 0- M r PROPOSED RAYCAP DC6 DOME MOUNT ON T-ARM TOP OF AT&T ANTENNAS (NP FOR ALL SECTORS) NEW PANEL N FRONT WITH (1) PIPE MAST (SEE DETAIL 1102/A05) FOR 132'-3" t A.G.L. c a ANTENNA MOUNTING (SEE DETAIL 1116/A05) TOP OF T_OWFR T 131 '-6" t A.G.L. C N O m SWAP (1) AT&T ANTENNAS FOR PROPOSED a a ANTENNA MOUNTING PIPE EXISTING (1) AT&T ANTENNA TO REMAIN, j LTE AT&T ANTENNA (TYP. ALL SECTORS) o « SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA (SECTORS A & C) ! (SEE DETAIL 2&3/A03) ° (0 >. (SEE DETAIL 2&4/AO3) j/ EXISTING WHIP ANTENNAS (TYP.) o U) EXISTING (2) AT&T ANTENNA TO RAD CENTER OF T-MOBILE ANTENNAS EXISTING T REMAIN (SECTOR B) 115'-0" f A.G.L. FRONT ELEVATION SIDE VIEW °U EXISTING T-MOBILE ANTENNAS (TYP.) -0 0° JUMPER (S) TO MECHANICAL CHARACTERISTICS RAD CENTER OF VERIZON WIRELESS ANTENNAS EXISTING�- \/\^ 100'-0" t A.G.L. REMOTE RADIO c HEADS (RRHs) WEIGHT: 31 .991b (14.51kg) 0 o WIND LOAD (®100mph): (587.2N) EXISTING VERIZON WIRELESS m MAX. WIND SPEED: 124.9mph (201 .Omph) AN (NP.) RAD CENTER OF METROPCS ANTENNA EXISTING ` 90'-0" t A.G.L. 4 N GSM ANDREW ANTENNA 2 ANTENNA MOUNTING DETAIL 4 ANDREW DBXNH-8585A-A2M EXISTING ANTENNAS BY METROPCS (NP. (2) 0 -00 A03A03 SCALE: N.T.S. ANTENNAS PER SECTOR) SCALE: N.T.S. N U L O 7.1 'r 0 O N C C 0 O O L U 0 EXISTING LATTICE TOWER _c r o U N � m 0 O C o n M FRONT PROPOSED POWER AND FIBER IBE n 04 EXISTING TOCABLES ROUTED THROUGH 0 O n0 c " r oCOAX CABLE PROPOSEDUNIT & E = ROUTED TOGS U (PROVIDE�10� MINIMUM SEPARATION w FROM ANTENNAS) (SEE DETAIL 1121/AO2) C N ._ rEXISTING � O 0 `m EQU PMENTTSHELTER Lpv 0EXISTING CHAIN LINK - FRONT ELEVATION SIDE VIEW FENCE EXISTING GPS UNIT TO REMAIN a EXISTING T-MOBILE MECHANICAL CHARACTERISTICS EQUIPMENT PAD E o „ ,x. < y v7 , x r ' � rT tijX; `h 1 xh> o WEIGHT: 411bs (19kg) x i yx 0 WIND LOAD (®150mph): (920.ON) TOP OF GRADE " MAX. WIND SPEED: 100.Omph (45m/sec) 0'-0" t A.G.L. NOTE: ANTENNA CONFIGURATION o AND AZIMUTHS TO BE FIELD VERIFIED. c LTE ANTENNA N N 3 ANDREW DBXNH-6565A-A2M FULL SCALE 1 "=10'-0" s 10 5 0 10 20 FT 0 3 A03 SCALE: N.T.S. TOWER ELEVATION "0 Z SCALE: 1 "-10'=l "—O" A03 HALF SCALE 1 "=20'-0" a . U N IF E -0 SITE NAME: SOUTHOLD ME o$ ® at&t EL ASSOCIATES 2 01/10/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC m p F m a N SITE NUMBER: NYNYNY0229 �� Q PROFESSIONAL CORPORATION CX t 01/04/13 LTE—ISSUED FOPo CONSTRUCTION NG PS RC * TOWER ELEVATION & DETAILS 41405 ROUTE 25 o A UNIT OF BECHTEL CORPORATION o 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC o,3 r 040M) 5275 WESNIEW DRIVE PECONIC, NY 11958°' FREDERICK, MD 21 EW DRI E USA N0. DATE REVISIONS BY CHK PP' Fo Oq 439° ��� JOB NUMBER DRAWING NUMBER REv >. _ .s SCALE: AS NOTED DESIGNED HY: PK DRAWN BY: pK p'.4°FEss�oNP25736-415 T3-NYNYNY0229-A03 2 U `: O -E 22" , 34" PiJJ D 1 NOTE: 0 o MOUNTING OF RRH TO UNISTRUT CHANNEL SHALL BE PER MANUFACTURER DIRECTION. SEPARATION OF CHANNELS SHOWN IS BASED ON PRELIMINARY INSTRUCTION. ACTUAL _R SEPARATION SHALL BE PER MANUFACTUER'S MOST CURRENT ALCATEL-LUCENT 9442 WIDTH 0 � SPECIFICATION/INSTRUCTIONS. MOTE RADIO HEAD, TYP. c TOP OF RRH SHALL BE BELOW THE TOP OF THE PARAPET. ° EATTACHEMENT OF CHANNELS SHALL BE BETWEEN ANT i o MAST MOUNTING POINTS. / GALV. STEEL CHANNEL, 2 UNISTRUT P1000 T OR APPROVED EQUAL. TYP. 0 0 5'-1 3/8"t VIF F U 3 - FIBER AND POWER DISTRIBUTION BOX /,-(E) ANT MOUNT PIPE w ' N MAST, ASSUMED 3"0 = MCPA RACK (FRONT) DO RRH RRH SCH 40 GALV. STEEL PIPE, CONTRACTOR TO ANTENNA 3 6" TYP, SHALL FIELD VERIFY. (+45 DEGREE) BREAKER SHELF `O 1/2 COAXIAL CABLE W/ " -48VDC CONVERTERS 5 Lo M '`� 0 1/2"U-BOLT, TYPICAL. OTH ENDS (2 TYP) 0 GALV STEEL ENTRY C BFIBER LE 7/16 DIN-MALE CONNECTORS RAYCAP DC6 u o / ON B i c CPO OE CPRI- _/Q O 4-8 AISG TX/ TX/RX1 O PROPOSED LTE BBU AND O- O fl (IF USED 48 VOLT CONVERTERS TO $ O FOR RET) O TO ANTENNA BE MOUNTED TO UPPER (-45 DEGREE) PORTION OF MCPA RACK. o -H ® ' TX MON2O OTX MON7 PORT o L PLASTIC CHANNEL GROUND, DC ENTRY BBU D I z ENDCAP,UNISTRUT P2860-10 OR EQUAL, RRH BOTTOM VIEW RRH TOP VIEW � PROPOSED FIBER C4 TYPICAL. i MANAGEMENT TRAY E ROOF SIZE AND WEIGHT TABLE ' REFER TO DETAIL 2/AO4, FIBER MANAGEMENT TYPICAL FOR 6. HEIGHT RRH WIDTH DEPTH MANAGEMENOT COVER W/0 BRACKET of CABLE WEIGHT TRAY RRH MOUNTING FOR SECTORS A, B & C 1 RRH 700 MHz SCALE: N.T.S. A04 2X40 (80W) 12.2" 10.8" 21" 51 LBS. EXISTING MCPA RACK. 'o o RRH AWS 43 LBS. 2X40 (80W) 12" 9" 25" (W/O SOLAR SHIELD) NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. i 1 0 , c ,r EXISTING ANTENNA MOUNT PIPE MAST MINIMUM CLEARANCE TABLE i " CLEARANCES L � CHANNEL PLATE W/ 1/2"0 HOLE RRH CABINET (INCHES) COMMENTS N L 0 FRONT 36" INSTALLATION ACCESS * 1/2"0 A307 GALV STEEL U-BOLT ° ZERO REAR CLEARANCE IS ALLOWED USING a GALV. STEEL CHANNEL, REAR 2" SUPPLIED MOUNTING BRACKETS UNISTRUT P1000 T OR RIGHT 4" AIR FLOW ° APPROVED EQUAL. TYP. i r LEFT 4" AIR FLOW TOP 12" AIR FLOW BOTTOM 12" CONDUIT ROUTING I- � a I ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) N t DETAILS 2 ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) 110 MCPA RACK 3 Z SCALE: N.T.S. A04 SCALE: N.T.S. A04 SCALE: N.T.S. A04 ` 2 0 N N IfINIIIIIIIIIIIIII SITE NAME: SOUTHOLD POFD�Ewr a � BECHTEL ASSOCIATES , ® at&t PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 a z 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC aP o ° gopA UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 {►I�VC� 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC a REMOTE RADIO HEAD (RRH) MOUNTINGco & ar �� 5275 WESTVIEW DRIVE PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA Ps RC 2WW MCPA RACK DETAILS `° p� ° FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK P, CPQ 439 �2 JOB NUMBER DRAWING NUMBER REV T�FESSIOHP�" o-a SCALE: as Norm DESIGNED BY: PK DRAWN BY: PK - 25736-415 T3-NYNYNY0229-A04 2 SIZE " , -4 AMSI 7 n u °> 3.50" ° DOME COVER i SECURING BAND Q AIR VALVE c i0 O In c O _ O U ti+ O 0 O U O D 0 I v `° - c m r RAYCAP DC6 o TOP VIEW OVER VOLTAGE PROTECTOR R DO 9 25" WITH DOME COVER RAYCAP DC6 OVER VOLTAGE .0 PROTECTOR 9.00" ED DOME COVER �U) ° In N c o MIN. 2" TO MAX. 4" L GALVANIZED PIPE ° 0 O U 0- 0° DOME SECURING BAND N 0 ° O °" e O 0 > O M 0 FI 7_ —_ —_ _ —_ _ _ N DOME COVER ° E SECURING BAN E —CLIP FOR ATTACHING 0 v° RAYCAP SUPPLIED DC6 (OVP) TO BASE " SECURING BAND FOR RAYCAP SUPPLIED ° ASSEMBLY (TYP) o ATTACHING DOME N POLE MOUNTING BRACKETS 0 0 COVER TO DC6 OVER VOLTAGE PROTECTOR °c L BASE AASSEMBLY SUPPLIED N = POWER CABLE 0 0 INGRESS PORTS CLIP LUGS FOR ATTACHING 2 DEVICE TO BASE ASSEMBLY E ami E 0 \� OVAL CABLE INGRESS PORT CABLE TIE BAR — 1 .57"t 12.38" ° 09.56" CABLE EGRESS ° PORTS (TYP) NOTES` a� 0 r (NOTE 1) 1 . RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE o � 10,38" SIDE VIEW MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. E 0 0 L o -� ° NOTES: OVAL FIBER CABLE INGRESS AND 'o = ALARM CABLE EGRESS PORT RAYCAP DC6-48-60- 18-8F e 1 . REMOVE CABLE SEALING GLAND AND 0 CABLE EGRESS PORT INSTALL M32x1 .5 METRIC-TO-1 " (TYP 6) DC POWER OVER VOLTAGE PROTECTOR (OVP) NPT ADAPTER (COPPER 000FIBERSIDE O POLE MOUNT BASE ASSEMBLY v CROUSE—HINES P/N CAP 740 994 0 OR EQUIVALENT MFR) WHEN ` ~ CONNECTING CONDUIT TO OVP. O00 POWER SIDE 'o OVAL POWER CABLE INGRESS PORT v 0 DOME COVER 0 SECURING BAND N « CLIP LUGS FOR ATTACHING m DEVICE TO BASE ASSEMBLY (TYP 4) BOTTOM VIEW N N DC POWER OVER VOLTAGE PROTECTOR (OVP) 0 3 DC POWER SURGE PROTECTION 10 POLE MOUNT BASE ASSEMBLY 1116 o z° SCALE: N.T.S. A05 SCALE: N.T.S. A05 0 . 0c U N E �pf N�Ew, ® at&t L BECHTEL ASSOCIATES SITE NAME: SOUTHOLD 0 0 d } 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION KPS /� aPROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 w��} DC POWER SURGE PROTECTION & DC POWER 0] c a ` 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 (OVP) POLE MOUNTING DETAILS ° S 5275 WESNIEW DRIVE PECONIC, NY 119580 1z/2�/1z LTE-ISSUED FOR CONSTRUCTION q_c C �°' 31: NO. DATE REVISIONS 4O �4gq 39=� SAG JOB NUMBER DRAWING NUMBER REV a `o o FREDERICK, MD 21703-8386 USA pROFESS11 , U ,QQ SCALE: AS NOTED OESIGNEO BY: PN DRAWN BY: PK 25736-415 T3—NYNYNY0229— A05 2 s¢E N rt, �T u U 0 U O m � o qj -Lv Q 3 T� ° O a o DC2 RRH C2 1 '-8 1/16" 0 a DC6—RM Cl FC12 DC2 RRH m 0 DC2 RRH 1 3/8 aD1 D2 0 e o e o T'C CO CO O GO FIGURE 1 — TRUNK CABLE TO JUNCTION BOX o e 0 3 MAXIMUM CABLE LENGTHS FOR FIGURE 1 o n D1 LENGTH (FT) 0 0 0 0 Cl SIZE C2 SIZE 75 100 125 150 175 200 250 1 '-3 1/8 ° IN c a 8AWG 191 166 141 116 91 66 16 0 8AWG 1OAWG 119 103 88 72 56 41 10 NEW MICROFLECT 81635 12AWG 75 65 55 45 36 26 6 WAVEGUIDE PORT 0 8AWG 145 105 65 25 — — — a o 10AWG 10AWG z 90 65 40 15 — — — 12AWG 57 41 25 10 — — — `0 0 8AWG w 75 11 — — — — — L 12AWG 1OAWG 47 7 — — — — — N a 12AWG 29 4 — — — — — o CABLE C3 MAY BE EITHER 10AWG OR 12AWG. a LENGTH D3 IS 16 FEET ALL CASES E RRH CABLE PORT DETAIL �1 °' ° C2 N DC6—RM Cl DOME RRH SCALE: N.T.S. A06 a L RRH 0 D1 D2 ° FIGURE 2 — TRUNK CABLE TO DC6 (DOME) 0 ° o Cl DC2 C2 RRH ° DC6—RM DC2 RRH m `o 0 DC2 RRH EXISTING WALL %�� PACK VOID WITH ° D1 D2 //; �FIRESTOP c FIGURE 3 - DIRECT CABLE TO DC2 i a a« MAXIMUM CABLE LENGTHS FOR FIGURES 2 AND 3 0 r ° o ° D1/D2 LENGTH (FT) i � E CABLE 8 AWG 10 AWG 12 AWG w C N s C1 265 165 104 0 CFT C2 16 16 16 v � o o V N C � O a+ 0 O U > 0 E O a d ° N � L LTE CONDUCTOR SIZES 408 DETAIL 2 N N SCALE: N.T.S. 006 SCALE: N.T.S. A06 r 0 +: O 3 O O O Z a U N E 0 SITE NAME: SOUTHOLD �,� FD MEW` ® at&t BECHTEL ASSOCIATES Q D] a y PROFESSIONAL CORPORATION ■ �� 1 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC A, a °9 SITE NUMBER: NYNYNY0229 T` ° 0 t of/oa/13 LTE—ISSUED FOR CONSTRUCTION NG Ps RC ,* LTE CONDUCTOR SIZES & CABLE ENTRY o 411405 ROUTE 25 ° PORT DETAILS A UNIT OF BECHTEL CORPORATION 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC c m N 0 i r 5275 WESNIEW DRIVE PECONIC, NY 11958 ys o , N0. DATE REVISIONS BY CHK PPS +"p 45q 39' JOB NUMBER DRAWING NUMBER REV a `o FREDERICK, MD 21703-8386 USA pRDFESSIONP SCALE: AS NOTED DESIIGNED BY. PK DRAWN BY: PK - - 25736-415 T3-NYNYNY0229- A06 2 U a¢ N = e ' N T r NOTES: U 0 O O M m AISG CABLE FOR -\ LTE ANTENNA LTE ANTENNA LTE ANTENNA 1 . FURNISHED BY OEM/AT&T. oo -'d RET CONTROL WITH RET WITH RET WITH RET 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. a NOTES: 3, 4, 21NOTES: 3, 4 NOTES: 3, 4 NOTES: 3, 4 3. FURNISHED BY BECHTEL. 3 ' (TYP FOR 3) 4. INSTALLED BY BECHTEL. C F---- ---- ---- -- _----------- -- -1 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. o ° 6. OPEN END OF LFMC TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. 1900 OR 7. ARGUS 053-997-20-0000 DUAL FEED DC-DC CONVERTER WITH o j 700 RRH AWS RRH 012-526-20-040 2KW MODULES. 0 o NOTES: NOTES: - 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED m o 1 , 2, 5 1 , 2, 5 j COAX JUMPERS - SEPARATELY. I NOTES: 3, 4, 13 9. BREAKERS TO BE TAGGED AND LOCKED OUT. 1900 OR 1900 OR 1900 OR 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER r t 700 RRH AWS RRH 700 RRH AWS RRH 700 RRH AWS RRH CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN o 2 COUNT, SINGLE MODE - J- NOTES: NOTES: NOTES: NOTES: NOTES: NOTES: IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A FIBER CABLE IN 1 LFNC g 1 1 2 5 1 , 2 5 1 , 2, 5 BREAKERS FROM A 24V DC POWER SOURCE OR 2 5A BREAKERS FROM >1 DO g - - ' ' 1 , 2, 5 ' 1 , 2, 5 1 , 2, 5 A 48V DC POWER SOURCE AND CONNECT USING (MFR POWER CABLE WITH v ,� NOTES: 3, 4, 5, 13 m 0 3 I (TYP FOR 2) Q ____ _ _____ __ ______ SPECIAL CONNECTOR. E`o I 2/C DC CABLE IN 1 " LFNC I (TYP FOR 6 11. EQUIPMENT LOCATED ON EXISTING TELCO RACK. 6 AWG NOTES: 3, 4, 5, 13, 14 2 COUNT, SINGLE T F MODE 1 ) 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. ED I J- J- J- NOTE 13 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. (TYP FOR 2) JUNCTION I I FIBER CABLE - - I g BOX I I NOTES: 3, 4, 5, 13 1 1 m 14. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. N I I (TYP FOR 6) a BI 1 r` 15. DC SURGE SHELF SHALL BE RAYCAP DC6-48-60-RM. SEE DETAIL 1409 I I Q ¢ I FOR INTERNAL WIRING DIAGRAM. v 12/C DC CABLES 16. SEE DETAIL 1410 FOR INTERNAL WIRING DIAGRAM. o (2) 2 COUNT SINGLE MODE FIBER D I I NOTES: 3, 4, 5, 13, 14 17. SUPPORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS SPACED o CABLES AND (2) 2/C DC CABLES IN m lu 1 I (TYP FOR 6) NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC a ° j 1 " LFNC NOTES: 3, 4, 14 POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT 1 " LFNC - L 1 MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE c I NOTE: ALARM CABLE FOR SECTOR 'A' NOTES: 3. 4, 6, 18 FIBER 1 FIBER AND EXIT OPENINGS. o = I ONLY I (TYP FOR 6) 1 Pal 18. CONDUIT TO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE W P DC6 ALARM m THAN 10' FROM THE DISTRIBUTION UNITS. MAX CABLE LENGTH IS 16 FEET. N a ALARM CABLE o FIBER 1=6 FIBER J19. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX® OR o I I NOTES: 3, 4, 5 KS241W, COPPER, UL LISTED RHH NON-HALOGEN, LOW SMOKE WITH v E I I L- --------- -------------- -- ---- -- -J BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, - 1 I STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & v° 1 FIBER CABLES IN CONDUIT I DISTRIBUTION UNIT 10 AWG AND CLASS I (TYPE IV) FOR SIZES 8 AWG AND LARGER. CABLES I OPTIONAL INSTALLATION ® AT&T ANTENNA HEIGHT SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR L TYPICAL PER SECTOR (NOTE 22� SEE DETAIL "A" THIS SH. (RAYCAP DC6-48-60-18-8F) 24V AND 48V RETURN CONDUCTORS. MULTI-CONDUCTOR DC POWER 1 DETAIL A NOTE: 22 (TYP FOR 3) NOTES: 3, 4 & 16 ;�2 AWG CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT ---- ----------------- -- -----------J TOWER PVC JACKET, TYPE TC, UL LISTED FOR 90'C DRY/ 75'C WET INSTALLATION. L 0 20. GROUNDING WIRES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90-C c DRY/75'C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED NOTES: 3, 4, 17 OTHERWISE. r 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21 . RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. EQUIPMENT LOCATED AT 12 COUNT, SINGLE MODE GPS ANTENNA & REFER TO RF DATA SHEET FOR APPLICABILITY. o GROUND LEVEL FIBER CABLE SURGE SUPPRESSOR 22. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS s v NOTES: 3, 4, 5 NOTES: 1 , 2, 5, 24-7 NOTES: 3, 4, 25 SCOPED BY MARKET. ami 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CO O 6/C DC CABLES FIBER FIBER CONVERTER SHALL NOT EXCEED 44 FT. c NOTES: 3, 4, 14 MG TRAY 24. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN 2y o (TYP FOR 2) 6 AWG EMPLOYED BY MARKET. aa _ AWS & 700 MHz �i 25. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL � DC SURGE SHELF 10 AWG LTE BBU ¢ CABLE CONNECTION. 0 o NOTES: 3, 4, 15 -�� NOTES: 1, 2, 5 °' 26. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. ° 6 AWG o - 6AWG - o •� E L (16) 1/C 12 AWG------C- In 10 AWG 0 " NOTES: 3, 4 F - N ALARM CABLES - NOTES: 1 , 2, 5 0 48V DC BREAKER PANEL (1) 10A & (2) 4/0 AWG (6) 15A BREAKERS o IN CABLE RACK NOTES: 3, 4, S, 9 ALARM CABLES (TYP FOR 2) 6 AWG NOTES: 3, 4, 26 N NOTES 3, 4, 23 8 SIAD NOTES: 3, 4 SYSTEM DIAGRAM, TOWER SITE c - -- - - -------- - NOTES: 10, 11 ss BLocK WITH INDOOR BASE BAND a IN TELCO RACK TO (2) 250A 2CONVERTERV 1 AND RRH'S ON TOWER E TO a BREAKERS IN W/ 2KW MODULES BY OTHERS FIB RUNT, SINGLE MODE 24V DC NOTES: 3, 4, 7 �� DETAIL 1400I 0 N « POWER PLANT I - (2) 2 AWG NETWORK INTERFACE NOTES: 1 , 2, 5 NTS EO1 DEVICE INDOOR LTE FRAME/RACK VARIES BY MARKET 0 0 2 AWG rNT04 TELCO RACK L C O ; OO O Z a . 0 c N z BECHTEL ASSOCIATES SITE NAME: SOUTHOLD ,`fc. P°ME o� ® at&t O SITE NUMBER' NYNYNY0229 ���� 2 01/10/,3 LTE-ISSUED FOR CONSTRUCTION NG Ps RC AQy�� p . ro � PROFESSIONAL CORPORATION 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NO PS RC H p a: 41405 ROUTE 25 • SYSTEM DIAGRAM A UNIT OF BECHTEL CORPORATION o 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS '-7- Z G w 0 'F0 _ L I 5275 WESTVIEW DRIVE PECONIC, NY 1 1958 o •� °, NO. DATE REVISIONS BY CHK PPS d`Q 4Sgg9• F2,- JOB NUMBER DRAWING NUMBER REV FREDERICK, MD 21703-8386 USA a. O AROFESSIONP•;' o .0 _ SCALE: AS NOTED DESIGNED BY: PK DRAWN BY. PK - - 25736-415 T3-NYNYNY0229- E01 2 0 a¢ szL s+ A, 10 b N 4% ;T L - 1900 OR AWS 700 m0 e, or ol or or SECTOR A SECTOR A TO CRGB TO CRGB o SECTION "P" SECTION "I" I + I + I + I + I + I + (NOTE 12) (NOTE 12) o I D' 0 2 AWG 1 2 AWG 00 00 co rn En to to to cn 3 o o0 00 00 33 33 33 a UJ w 3 � w ° ALARM 00 00 00 ¢ ¢ a ¢ as 0 0: w 0 ° w w ° I I I I 11 I I I I I I SEE NOTE 14 (TYP) z o m g z 0 m g 0 „ CABLE as mm 00 a ¢ mm o 0 0 0 a 0 o U- a „ o RACK P GROUND BAR RACK "I" GROUND BAR Y °a (NOTE 2) (NOTE 2) 0 NC + - ❑ ❑ + - ❑ M o m C - + - + - + - + - + - + 6/C POWER CABLES 2/C POWER CABLES o 0 10 AWG ro DC SURGE SHELF RAYCAP DC6-RM (NOTE 2, 8) (NOTE 7) (6 NP) (NOTE 7) j C ; (NOTE 10) `O 1 >,L - + - + o - eAM 700 ALARM 1 1 m JACKS m NOTE 13 * ° — ALCATEL-LUCENT _ 6 AWG 6 AWG E`o TO RACK 9 OOMHZU) 48V DC INPUT { ± c 6 AWG JUNCTION BOX - - ALARM TO GROUND CABLE TO GROUND WHEN REQUIRED�- po GROUND ALARM 6 AWG „P. (TYP) 14 (NOTE 9) TO RACK oLo 10 AWG R JACKS P (3 TYP) I I 1900 OR AWS 700 C14 FIBER PORTS GND GROUND I I SECTOR B SECTOR B 1 2 3 4 5 6 T1 RJ45 BAR I I 0 o ---- -- ❑11[:l ❑ ❑ [3 ❑ [:IJACKS L- -J 10 AWG NOTE 2 TO L -- - (12) 1/C 12 AWG NC - M M 00 (NOTE 10) ( ) RACK POWER CABLES C a ! � I ALARM 3 0 o 2 c TO RACK eAM 1900 OR AWS JACKS GND i A-AWS+ 0 a w o D_ w � GROUND BAR (2) 1/C 12 AWG A-AWS- +_ +_ z o in o m a ° N BAR ALCATEL-LUCENT @__ 6 AWG P2WV� CABLES A-700+ + + - ❑ ❑TO RACK 9926 (BBU) 48V DC ( ) A-700- + - ❑ ❑° 'q" 1900 OR AWS INPUT0 . B-AWS+ FIBER & POWER 6 ami GROUND ALARM B-AWS- + DISTRIBUTION I -O E BAR _ - - v c' FIBER PORTS JACKS GND WITH ( �° - 1 2 3 4 5 6 T1 RJ45 ¢ a a a a a a B-700± + 48V SURGE PROTECTION + I I ❑ ❑ ❑ ❑ ❑ ❑ JACKS = o O m M N u5 N C-AWS+ _ RAYCAP DC6 _ L----J 1 .9 70 AWG ® + (NOTE 3)TO + (NOTE 2) RACK C-AWS- _ _ 6 AWG ,- 6 AWG ° C — — — TO RACK "I" -48V C-700+ + + 0 "i" GND C-700- - - TO GROUND TO GROUND N •o GROUND (4) 1/C 4/0 AWG BAR 1900 DRAWS 700 L u BAR POWER CABLES OV SECTOR C SECTOR C " c +24V INPUT +24V INPUT -6 .2 FEED A FEED B (NOTE 4) 24V TO -48V CONVERTER -2- 2 AWG o WITH M M ° E (NOTE 4) FACTORY/ INTEGRAL -48V BREAKER PANEL TO a I a m `o NOTE 2 f- 1 Of o x o ° WIRING ( ) ALARM GROUND i i 0 3a w o a w TERMINAL o +GND O/P (NOTE 5) OV BLOCK TL- -J u o m a CD o m a a ° - GND I/P (NOTE 4) 1 + - 001 + _ 00 a INSTALL (2) (N) 0 ° 250A BREAKERS 1 1 1 6 AWG ALARM CABLE2 AWG -' G0 Wv 24V BLOCK (NOTE 11) (NOTE 6) (TOHIS6SHEET) 0 E a, (+) TO CRGB TO RACK "P" 6 AWG �- NOTES SECTION "P" GROUND BAR 6 AWG C N - TO GROUND TO GROUND o r OV 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF => ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A-AWS+". a, = 2. INSTALL ON LTE EQUIPMENT RACK. 3. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. WIRING DIAGRAM . INDOOR °o PART OF DC POWER PLANT 1 4. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1" CENTER. F 5. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD. BASE BAND AND RRHs ON TOWER/ROOFTOP. c �_ 6. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8" CENTER. = 7. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM CABLE LENGTH. DC/DC CONVERTER. DC6 cc°, � CRGB 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. DETAIL 1416 Q E o 10. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. 1 11. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR NTS EO Z y ENCLOSURE. it rn 12. THE BARE GROUND WIRE OF EACH MULTI-CONDUCTOR CABLE SHALL BE CONNECTED TO THE "P" GROUND BAR ON THE RACK. WHEN A 5 SHIELDED CABLE IS USED, THE DRAIN WIRE ALSO SHALL BE CONNECTED TO THE "P" GROUND BAR. M 13. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. 0 ° 14. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. N N L C + O ; O O On Z 0 C UN z BECHTEL ASSOCIATES SITE NAME: SOUTHOLD a� � mE oho at&t a� 0. N 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC AQa� PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 ���� F °' c 1 o1/oa/13 LTE-ISSUED FOR CONSTRUCTION Nc ps RC * RRH WIRING DIAGRAM A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 a PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RCSim _�+, p� ?� 5275 WESNIEW DRIVE NO. DATE REVISIONS BY CHK PP' �p 04S439', g�'�'' JOB NUMBER DRAWING NUMBER REV a `o ` FREDERICK, MD 21703-8386 USA AR r SCALE: AS NOTED DESIGNED BY: PK DRAwN eY: pK °fEssiaN. 25736-415 T3-NYNYNY0229-EO2 2 U a¢ 9'E ='_ 34 APLI '11 ' N ELECTRICAL INSTALLATION NOTES (AS APPLICABLE) SYMBOLS w �T r - S/G SOLID GROUND BUS BAR " CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE W 1 . WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. WITH NEMA, UL, ANSI/IEEE, AND NEC. ETZEN SOLID NEUTRAL BUS BAR o L c 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUPPLEMENTAL GROUND CONDUCTOR 3 TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO c CONTRACTOR FOR APPROVAL. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN oTo 2-POLE THERMAL-MAGNETIC DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA ° CIRCUIT BREAKER a 03ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY ° . 3R (OR BETTER) OUTDOORS. THE NEC AND TELCORDIA. .-� SINGLE-POLE THERMAL-MAGNETIC 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR ° ° CIRCUIT BREAKER m a 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, I ° CHEMICAL GROUND ROD e U OR NEMA 3R (OR BETTER) OUTDOORS 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR- ® GROUND ROD Ts CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2 INCH PLASTIC ELECTRICAL TAPE WITH UV 27, METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- 0 m PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 (OR BETTER) DISCONNECT SWITCH o EXISTING INSTALLATION REQUIREMENTS. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. METER 0 3 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND E ELECTRICAL TAPE (3M BRAND, 1/Z INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ° CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATIONrJO ■ CADWELD TYPE CONNECTION REQUIREMENTS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR • ° `q 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOIID PLASTIC LABELS. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. -__ COMPRESSION TYPE CONNECTION 0 ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND - GROUNDING WIRE ° ° CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD oCIRCUIT ID'S). AGAINST LIFE AND PROPERTY. a0 .° 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE ABBREVIATIONS AGL ABOVE GRADE LEVEL CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. DETAIL 115 AWG AMERICAN WIRE GAUGE 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EO3 SCALE: N.T.S. o 0- EDGES. USE LOW PROFILES TIE WRAPS. BCW BARE COPPER WIRE m 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR BTS BASE TRANSCEIVER STATION ° E (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) (E) EXISTING UNLESS OTHERWISE SPECIFIED. EG EQUIPMENT GROUND 11 . SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR 1 . RF NSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR EGR EXTERNAL GROUND RING 0 LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE REPLACEMENTS. EMT ELECTRICAL METALLIC TUBING o RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM c c USED, UNLESS OTHERWISE SPECIFIED. 2. SEE DETAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL NSS REQUIREMENTS. GEC GROUNDING ELECTRODE CONNECTION N � 0 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE 3. AC NSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR GEN GENERATOR ° CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. REPLACEMENTS GRID GALVANIZED RIGID CONDUIT 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (12 AWG OR 4. THE AC NSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE IGR INTERNAL GROUND RING (HALO) E LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC NSS SHALL BE INNOVATIVE TECHNOLOGIES DO ° AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS ZE PTX120 OR OWNER APPROVED EQUAL. THE NSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A IMC INTERMEDIATE METALLIC CONDUIT o OTHERWISE SPECIFIED. CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR m DIRECTLY ADJACENT. MGB MASTER GROUND BAR o= 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS MIN MINIMUM o N BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 5. T1 NSS DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T M) a ' 75-C (90-C IF AVAILABLE). N.T.S. NOT TO SCALE o ° 6. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR NSS PRESENCE AND REPORT L 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH FINDINGS TO CONTRACTOR. PVC RIGID (SCH.40) POLYVINYL ° °� NEMA, UL, ANSI/IEEE, AND NEC. CHLORIDE CONDUIT o '" 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIIREMENTS OF THE Eo 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. RBS RADIO BASE STATION REF REFERENCE t 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR DETAIL REQ REQUIRED ° RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED 117 RF RADIO FREQUENCY INDOOR LOCATIONS. E03 SCALE: N.T.S. vRGS RIGID GALVANIZED STEEL tp o M 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. TRANSPORT Ti LINES RWY RACEWAY SIAD SMART INTEGRATED ACCESS 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS 1 . ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA DEVICE o ai ABOVE GRADE. 70), CHAPTER 8. ° TBD TO BE DETERMINED 0 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, * UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS TBR TO BE RESOLVED REQUIRED BY THE NEC. TYP TYPICAL CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. O 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. t 4. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A VIF VERIFY IN FIELD Ni 21 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, COMPUTER-PRINTED SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE o ° WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: 0 3 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE AT&T UMTS LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 1 ABBREVIATIONS & SYMBOLS LEC CCT#o E03 SCALE: N.T.S.z 0 eL E SITE NAME: SOUTHOLD �� ° Al. 40 BECHTEL ASSOCIATES 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC °y° m a N PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 ° � a�Q,� 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION Nc Ps RC ,* ; ELECTRICAL, NSS NOTES, ABBREV. A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 ff..aa VUCC c a & SYMBOLS O .N+ PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC =w, i 5275 WESTVIEW DRIVE °, 3r N0. DATE REVISIONS BY CHK PPS Fo 04gq 39=N �? � JOB NUMBER DRAWING NUMBER REV a o .� FREDERICK, MD 21703-8386 USA pAbFesslDN" SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK - - - 25736-415 T3-NYNYNY0229- E03 2 U GROUNDING NOTES (AS APPLICABLE) 6 AWG STRANDED Cu 1 . THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING NEWTON INSTRUMENT COMPANY, INC. WIRE WITH GREEN, 60OV, PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THWN INSULATION THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE BUTNER, N.C. OR APPROVED EQUAL (SUNLIGHT RESISTANT) _ ¢ WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR N0. REQ. PART N0. DESCRIPTION OR BLACK MARKED ' ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. AS REQUIRED BY NEC _ "r T` Tc 1 1/4%4%30" SOLID GND. BAR ° 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC GROUND BAR ON ' c O2 2 A-6056 WALL MTG. BRKT. WALL, FLOOR 0 POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING OR ON ANTENNA E CONDUCTORS IN ACCORDANCE WITH THE NEC. O3 2 3061 -4 INSULATORS TOWER U3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE ® 4 3012-1 5/8"-11x1 " H.H.C.S. I� '_ 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL O 4 3015-8 /8 5LOCKWASHER a SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS 0 SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-3PS-EG00-0001 , DESIGN & TESTING OF FACILITY OOOO O�OQ 0 i m GROUNDING FOR CELL SITES. DOUBLE CRIMP O OOIOIO O 0 O O ' CONNECTION 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED i 3 COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED INTERIOR _ AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. GROUND RING i r+ O EXOTHERMIC WELD ' ANGLE SHOWN TO 0 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN n 1 2 �) WELDING ROHIBITED ILLUSTRATE WELD Lo INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR C7 4 ( AT THE LOWEST - `� BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. I ON ROOFTOPS) u DA POINT ON THE BAR E 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. P 13" —2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR. EXOTHERMIC 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION 13' / 1 WELD EXOTHERMIC WELD TO BURIED o AND BOLTED GROUND CONNECTIONS. G) GROUND RING AND GROUND BAR i o 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL 0 HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. a 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALLHAVE INSTALLATION OF GROUND WIRE i . AN IDENTIFICATION TAG ATTACHED AT EACH ENDTHAT WILL IDENTIFY ITS CONNECTIONS. ORIGIN AND DESTINATION. 118 TO COAX CABLE GROUND BAR DETAIL EE04 SCALE: N.T.S. 10. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED SECTION "P" — SURGE PROTECTORS � 0 TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) TO TOWER MOUNTED TO TRANSMIT FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) AMPLIFIER UNITS ANTENNA `- TYPE CONDUIT CLAMPS. TELCO GROUND BAR (2 AWG) (TMA) (WHEN COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) REQUIRED) AND } S 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE +24V POWER SUPPLY RETURN BAR (2 AWG) RECEIVE ANTENNA I ° ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC —48V POWER SUPPLY RETURN BAR (2 AWG) o CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE RECTIFIER FRAMES. 0 TX WEATHERPROOFING � HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS COAX SUPPRESSION i KIT (NP.) 2 PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC o CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE SECTION "A" - SURGE ABSORBERS RX1/RX2 RX1/RX2 / METAL CONDUIT. ° INTERIOR GROUND RING (2 AWG) I ` 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) I I KNT IT (1NYP) CABLE , 0 BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) " BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN BUILDING STEEL (IF AVAILABLE) (2 AWG) JUMPER CABLES—' I I I I STANDARD GROUND ' ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. / KIT (TYP.) 0 SECTION "I" - ISOLATED GROUND ZONE (SEE NOTE) ALL COMMUNICATIONS EQUIPMENT FRAMES. 21 ISOLATED GROUND BAR - IGB (2 AWG) CONNECTOR' 0 WEATHERPROOFING DETAIL NOTES: KIT (TYP.) ° ' L 1 . EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE FROM TMA #6 AWG STRANDED Cu PARALLEL EXOTHERMIC WELD. WIRE WITH GREEN, 0 (WHEN REQUIRED) 60OV, THWN INSULATION 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH (SUNLIGHT RESISTANT) SECTION AND LABEL EACH SECTION ", "A", "I" 1HIGH LETTERS. ( P ) WITH I %- CIGBE (GROUND BAR), REFER TO DETAIL NOTE: 118/E05 TO NEAR/ i BELOW ANTENNA .°0 1 . DO NOT INSTALL CABLE GROUND SEE NOTE 2 ° KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE r (RGB) REFERENCE GROUND BAR - DETAIL 2. EXISTING CIGBE MAY BE USED IN —#2 AWG Cu STRANDED WIRE WITH GREEN, CONVENIENTLY LOCATED. 60OV, THWN INSULATION (SUNLIGHT RESISTANT) BONDED TO STRUCTURE 119 MASTER/EQUIPMENT GROUND BAR DETAIL OR BOTTOM CONNECTION OF GROUND BAR. z 1 13 DETAIL Eo4 SCALE: N.T.S. 122 GROUND WIRE TO GROUND BAR EO4 SCALE: N.T.S. o E04 SCALE: N.T.S. .N N BECHTEL ASSOCIATES SITE NAME: SOUTHOLD �� GM. ® at&t N PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 z 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC A,� ° ° N A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 atVCt 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC * GROUNDING NOTES & DETAILS 3r � � 5275 WESTVIEW DRIVE PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC =w, FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP' �Fa ?45439^ �,a - J NUMBER DRAWING NUMBER Rei PE SS a¢ SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK - 25736-415 T3-NYNYNY0229- E04 2 SIZE )" a I-I" Ned L .c r _ U U O M � L / NOTES: a Aq- 3 ` C Qy�C1 1 . THE CROSS SECTOR REDUNDANCY FEATURE (CSRF) SHALL BE IMPLEMENTED ONLY ON TOWER SITES, WHERE THE REMOTE RADIOS (RRH/RRU) ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT BE DEPLOYED ON a 0 ROOFTOP SITES, OAS SYSTEMS, OR WHERE THE RRH/RRU IS MOUNTED ON THE GROUND. o X v 1 a `0 Xybh 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES, WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES m o ` 3�of \.:-11/L ACROSS ANY TWO OR MORE SECTORS. LTE 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE, THE CSRF WILL BE DEPLOYED. r + ANTENNA o m 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. > c ~ }\� �� - J-BOX (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCE.) 0 J / (NOTE 15) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs/RRUs SHALL �G2�� I/ BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. (E.G. LOW RF HEIGHT ON A SELF 0 Q �\ / SUPPORT TOWER, WHERE THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS BETWEEN ADJACENT SECTORS.) ° i0 4 / �+ 6. ALL RF CABLE (JUMPER) LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. FOR EXAMPLE, ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN LENGTH. THEREFORE, GAMMA SECTOR'S LONGEST 0 E / / h}\ }\Q}ry JUMPER CAN BE NO MORE THAN 15 FEET LONG (6' + 9'= 16). U C 2 0 / • 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE B Tx/Rx2 700 / pO�QJ REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY WITH NOTE 6. 2 / \ ° ° Tx/Rx1 RRH/RRU 8. ALL RF CABLES JUMPERS SHALL USE PRE-MADE JUMPERS WITH PRE-INSTALLED CONNECTORS ON BOTH ENDS. ° 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS 0 LTE FIBER/SURGE ANDREW AND RFS N c ANTENNA / PROTECTOR I ( ) ° E / / I 0 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. �° 700 (-45) / 11 . JUMPERS SHALL HAVE RF SWEEP PERFORMED. GAMMA 700 (+45) ANTENNA FIBER CABLE (6 TYP) SECTOR AWS (-45) /4 SUPPORT I (NOTE 12) 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO THE AWS (+45) STRUCTURE I RRH/RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER MANAGEMENT BOX. 0 I 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. 2 \ c L c°, I 14. THIS DETAIL SHOWS LTE RF JUMPER CONNECTION. ROUTING IS DIAGRAMMATIC. SEE ANTENNA PLAN IN THIS SET o dTx/Rx2 OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. AWS E RRH/RRU \ �yy9�y 15. WHEN CONDUIT AND JUNCTION BOXES (1 PER SECTOR) ARE SCOPED BY MARKET, COIL EXCESS FIBER CABLE IN DO `o Tx/Rx1 \ �tP JUNCTION BOX. \ �G + A Zs \ \ { A i A IEGENDO Qo c r \ AWS RRH/RRU COAX CABLE JUMPER — — — — — — — — — 0 21 y0- o ` 0 700 MHZ RRH/RRU COAX CABLE JUMPER 0 c ° + -+ L J O '9y ytp o M 0 0 r x LTE CROSS SECTOR REDUNDANCY FEATURE N �r Lil (CSRF) JUMPER CONFIGURATION C 1T&JJ E0 C)9DETAIL 1506 A& r ��\ SCALE: N.T.S E05 r c ri v c o N PLAN VIEW r C + O ; O O O Z 0. . � c 0 0 0 .0 LLn N € 0 U SITE NAME: SOUTHOLD ,�.�°FoFw� ® at&t q) Z BECHTEL ASSOCIATES ° m ay PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 a 2 of/1o/13 LTE-ISSUED FOR CONSTRUCTION NG Ps Rc 0 0 ` 41405 ROUTE 25 �•I�VC� 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC * . LTE CROSS SECTOR REDUNDANCY FEATURE A UNIT OF BECHTEL CORPORATION r c .6 PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS Rcww, (CSRF) JUMPER CONFIGURATION i 5275 WESTVIEW DRIVE a 3 FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP' �pO45q 39'� JOB NUMBER DRAWING NUMBER REV T � '� .ROFESSION01 v c SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK 25736-415 T3-NYNYNY0229- E05 2 SIZE 22' �4 AI IS' ❑