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1000-108.-4-11.3 (12)
PROJECT INFORMATION DRAWING INDEX SITE NAME: MATTITUCK SITE ADDRESS: 415 ELIJAH'S LANE DWG# DRAWING TITLES MATTITUCK,NY 11952 A01 COVER SHEET IWM NUMBER: WSNYJ0044971 SUFFOLKCOUNTY C01 GENERAL NOTES FA NUMBER: 10075046 PROPERTY OWNER: SP01 SITE PLAN AT&T PECONIC COASTAL PROPERTIES LLC - CO2 COMPOUND PLAN PC BOX 54 7 AT&T SITE NUMBER: NYNYNY0228 SOU HO D5 NY,11971 CO2A ELEVATION . PACE NUMBER: MRNYJ042074 CO3 EQUIPMENT PLANS CO3A EQUIPMENT&ANTENNA SPECIFICATIONS SECTION: 10800 C04 EXISTING ANTENNA PLANS(ALL SECTORS) PT N NUMBER: 2191 A19YGJ BLOCK: 0400 C04A ANTENNA MOUNT SECTIONS(ALL SECTORS) Q SCOPE OF WORK: E-SWAP ZONE: 440 03 C04B DISH ANTENNA MOUNT DETAILS JURISDICTION: HAMLET OF MATTITUCK E01 GENERAL INFORMATION Q KEY MAP COORDINATES: E02 ELECTRICAL&GROUNDING DETAILS LATITUDE: N 40-59'58.1-(NAD 83) E03 ANTENNA CABLING DIAGRAM (ALL SECTORS) GROUND ELEVATION: tX.X!AMSL ::::>...':.:::.:::.::.::.-:.:,-. :..... .........•..,f EIGHT. t 1 ..:..... .:.....:.::'.::::;:. �.:::.:'.::.::::::::>:::.:.:'::::. STRUCTURE e . .....:.:. ..:...... ...:.... ........... .. :...:....:........................ kM ........, 4, r...,.. .:..r........ ........ ..."......:.................. .... .......-.,',:,nn^^.:.:'.:::-:•:..:.:'lX is�.:.:::.::.:.:.:.::.;:,., ,rr. ....:.::.:::..:�.....;....:,::....::::.....:.:...,.:..�.::.:i..�.:.':::��: ........... ...:::.:.......:....<.:.....:.....................:.:.:..:..."..... ,:�,..."... .....:,..... x:......,.....::.....::.:................. :.:: APPLICANT:NEW C NGULAR WIRELESS PCS LLC dlb/a/AT&T �,@. {:..:.:;:.';<...,:>.;'::::;'.:. ::::.>:�,'>or::.:::::>,y.:;::'.c;;.r:^:' r:.:::.Sr.0:;,. •,:;:.:.:::: ..:..:. .. .... .... . ..... ........ _ "�.:1i'::>:i>75:;ra 1425 US HWY206.SUITE#N2C04A _ :..... ,...._.. ... ,� BEDMINSTER NJ 07921 .. ..... -...... ._ ... ... .......: y-V. . .. ....:.:::......:..................;fie :.,m"x(:`.%�_�;;. ... ... .......... .. ..........._":."- ... ...... `!rP: .. .. ..... ......:'r•»`'^:<::::.:::..:>:e�....;,...:._.:..:.:.:.::.:.�..;:,.:::::::.c>l::i1:'>r.;4i%: �``�ai:;.i:(:;:id<:�:i.';':'�:jr?f:'r_'�:a. � :•.......... :.:.... ..::.. .: ....,.:::':>::;:..::::z;:.:. :::.:::.;;;::':::^:' :r ENGINEER: KMB DESIGN GROUP,LILC ���..:::;::::,,::;.. SITE LOCATION ..:_; ::.-.::..:�_:.:::.:.:..:.•., z ;:�,x :,+.:. :..". .:. .....:.....:...r�`':�y;...::,:.,,::.:...,:..._......_....:".-,:::::c..: ::>:. .�.::.::-,-'<::::::�,�• �:f 1800 ROUTE 34,SUITE 209 �_ `�- ::::�......:.... .....:..:..::.....:..... :, ...........:.....:.:.;..... ...:._ ........,.,.....:....: x.,.,........:....r:.�, ",,...._ .r:..::'-::::,`:r:_.":.:-.:>::::,...:::::::::,:: ':...:::..:> - WALL,NJ07719 .:......:.:::....................,:.•..:::...:...:..:>._:.....-.::.<, ..:.....:... PROJECT MANAGER.JENNA ESPOSIT 80-5623 JES 09 Z .. ...; ,�}.:..............:.."......-ev,r> ..::....,.... .....-. -.:..-............ .... - ISSUED FOR 3 y .:. ..d� ;..:.._.. .,...,.�"..:...... ,..... ::..,. ........ .... .. ..... ... .. t�.:::••:,:,.::, ...z>r;.::.::'::::'...,v:,,:':::;::..::::;;:,'trt>hi:;(�:.cy;:.;::::.;..,:,:::s.:':r..'.:::.:'.:.:.:...;:::;'.:' AT&T CONTACTS: �p ...•::,:::' ..;''..n';,:x.:.::':y:. c; '•::;.:e:.i':i;''''5:;::'r.:?5>::a:r.;ir.,';:i'i.i:is:;::.:::y.:a:.,::c5:_.;;:.:..;y:.: z LL * ::'::::• ,ww•: .....:.,,....._.:....:............:.::..._...:::.'..._...,_:.. .: CONSTRUCTION MANAGER: REVISION DRAwN cHl<D.a. -o .... .......... - .. ... ... ........ .,:......:... .............:...j.... -.. ....�. ?"^.r..:..:::>!: REV. DATE........... ......... 13x� ........_... E, .., .. ., :,..•-" :'.':' .:::i::c:e+::;�.�.m.�s:.r.::i>::::.:':::;!:::::_y:.a.,:i.:,:..':I Gii;"r::.�::::::,::.c<a.:;'�ti�:T:r:i::::::�T:r'r:::F`. o :•.,,..:..,..._.:.:�.�...,...:�- .�" _. ...., ... .:....:�...-,,....::: - DESCRIPTION Y rc .. ...... .... ......:............ ....:::......�.'.:o-:'. ,�:.:::. RF ENGINEER: DE BY e :.r..>..., ..........:............:.... .... y . .:.......:...............................,. UTILITY CONTACT: PSE&G Li mz ;:..:.:..:.,;.:............. .......:..:,.... J N,, fU ........... ::: .....:... J,F - Wiz): 1(8 4)34 1-6378 ....... t f ,.. -_ .. .. .. ............ .... .. ..... _ i ,. ., ....... . ::....:.......::..,..::..,..... ... TELCO CONTACT. <0 ..... :r ..... ....,r:::::.:..... ... xma ::::i_ ,�:`.: KMB ;:i'`.i:`S;`.r ::�:;.`:'i�::'s.':iia[a.`[c'�aii:::`'::;.`::iF.'S'�;.!.;`._�!::: CODES&STANDARDS JOB DESCRIPTION _.... :..:.: ._... ..,_..r. .._...:.:. ..:..:....:.:.. ..:. .:.......:::....:. _..�...:€3t '... ........_.._...:...: DESIGN GROUP _......... ...... ..:._:.:..... f.. <, ....:.....:: REPLACEMENT&INSTALLATION OF TELECOMMUNICATION ANTENNAS ON 0. -:.:.:.....:: ..:.. e r.:..':::::,:::'::;..,.e .':..:.....,...,..:_... construction to be m accordance with the ...� . ::}- . '';-.;Y::F MONOPOLE.REMOVAL&INSTALLATION OF RRH UNITS ON MONOPOLE k bd .c <...::. ....::.:......:.... "..�_:.:__...:.....-... .:.::................ .. _.-.:::.:::::":..:.:."_.. ...... ., following es standards asapplicable. g _. . ..... . 5.:.......:.......'::._..:.:.:.:.- f Ilo in cod & ,. _.. REPLACEMENT&REMOVAL OF EXISTING EQUIPMENT CABINET AT GRADE. rn ......... .. .... ..... ._....... .. ..... ... ...... ....:. ..:......._.:......:::..... ._.. .. ':dtYs7:��:�:ii: ::;� R Q 2020 Building Code of New York State 2020 Residential Code of New York State, WALL,NJ 07719 .. _,<....::::::. :.:........ ...... .. .v<. ' ...':-:.:::_:r::r:. : .....:...:.•..:..:..:.::::. 4,.�:::1:°:.':;.'.i; _ I:.:..:........:: :..: » REPLACEMENT OF EXISTING ANTENNAS-6 32 28D-5623 3 "w ;:.:r..::.::"...::..«,:.:.:::..:-.:.::.:.r:;.,;..,;J:..; ;'::;..:..:.:..::::.:.;::.:;..::.::::;r::::.:....-.....::..,:::�:. .:,r:-r:-:':::.:.>'::.:.,:-:... York State = ............... ... .. ....... ...:::.... .::.:::'...:.:::::;>,..,.::::.::+4,} N.Y.CERTIFICATE AUTHORIZATION:087784 z _..........,:. .........:. ... ..�..::..:::.......:_...... ... ....:.:.:'.::.,:...:.......,.....:..:.......,.;.,...:..:,.:..:,�";r,;...'...::...:. .. 2020 Fire Oode ofdNew York Statew TE OF Q. _....mom: .... .... :_.... ...... ,..,:...: .. .. .... . ... ... .. ........ 'r` RH UNITS 12 rc�. ........ ...: .a OF NF_pV ... ..x,,.,�'..,.'.::::.�'...,.:::.,_;:...,"..r Plumbing Code of New York State - W ;�,.:oS ;5::,,,..„.._...:..........:.:.....:...;.�..,..:....'.:;.:.:::......... :........ # ...� REMALLA INSTALLATION NEW RRH UNITS-12 ':::......::,.:'...::_..;:..:.::...::..,: 2020 Plum _ ...::..::...:..., ..,n:c:.:>,::;.rar;":;:i'::.::`iry::::: :::;:::'•::::'<s'::';:,::..:'<?:'::::?r:i: 2020 Mechanical Code of New York State a _ : :."" ::.::.:::;..,.'._:..:.:::.:.:.:.:..::.............,'.,..:...:;:::'.:,.::_.:..::....:...-..',.�:._.. 2020 Fuel Gas Code of New York State SCOPE OF WORK E SWAP ym a 25 m ,m ma 2020 Energy Conservation Construction Code of New York State E C 911 W 2020 Property Maintenance Code of New York State �P �Q A 49 `o a--� 2017 Uniform Code Supplement of New York State U 2 .0 w 2017 National Electrical Code of New York State 1 11x17 SCALE:1"=20W 24x36 SCALE: "=100' <a - z� . w 2 L I, t { ? n v "Ph r`•A!` 0 10 F02 dRR 08606� .1 w ��ESS10� Z_ RECEIVEDStep en A. Bray 3 PROFESSIONAL ENGINEER wl ffi i EXPIRATION DATE: 06/30/25 a o= NY LICENSE:086064 4/9/24 MAY 13 2024 PROJECT NUMBER:331.3111.A O O� SOUL of OWn T v .0 SITE INFORMATION: 3 -z Planning Board 415 ELIJAH'S LANE MATTITUCK,NY 11952 w, SUFFOLK COUNTY LL FA#: 10075046 OI oo z Q DESIGN TYPE: o CO-LOCATION w� ,;y {t r"�T' SHEET TRLE zl a T �•'� COVER - ��•' `� SHEET S o - SHEET NUMBER: REV.: g o Gm w Know what's below. call before you dig. A01 0 5 0� 00 y GENERAL CONSTRUCTION NOTES' 11. Care shall be exercised In protecting the building occupants during the demolition and construction periods of 16. Reinforcement shag be cold bent whenever bending Is required. 2. Design parameters: this protect.Every effort shall be made to maintain a dean operation.Debris shall not accumulate.All debris A The stmctuml steel antenna mounting frames are designed to provide support for antennas and all 1. This set of plans has been preparedfor the purposes of municipal and agency review and approval.This set will be deposited In a suitable container on a daily basis and shag be emptied on a regular schedule.The 17. Place concrete in a uniform manner to prevent the formation of cdtl joints and other planes of weakness. hardware and accessories associated with antennas. of plans shall not be utilized as construction documents undi all drawings have been revised to indicate location of the container shall be coordinated with the Building Manager. Vibrate the concrete to fully embed reinforcing.Do not use vibrators to transport concrete thorough chutes or 'ISSUED FOR CONSTRUCTION'Contractor shall e-mail plans@kmbdg.com to ensure that they have the foRm cork. 3. Fabrication and Installation reoulremend: latest set of cornsfmction drawin s riot to commend work whatsoever. 12. Safety procedures:Attention Is directed to federal,state,and oral laws,rules and regulations concerning 9 P n9 eh0' A The antenna supports,antennas and mounting hardware shall be constructed plumb,level and true. 2. ADA compliance:The facility Is a normally unoccupied mobile mdo facility. woddng surroundings arid conditions are sanitary,and are not hazardous or dangerous to the health or safety B.All structural elements and fasteners shall be galvanized In a�Namxe with ASTM A123 and A153. AT&T of the work crews or building occupants.Precaution shall be exercised at all times for the protection of 10. Do not allow concrete sub base to freeze during concrete wring and selling period,or a minimum of of 14 days 3. These plans are Intended to be used to diced the proposed layout Drawings should trot be scaled uNess construction safety and health standards.The construction company awarded iris project shag ensure all 18. Do not place concrete In water,Ice,m an frozen ground.persons and property.It is mandatory that the safety provisions of applicable local laws,OSHA regulations after placement C.Welds should be stop made wherever possible,conforming to AISC specification and AWS requirements. otherwise noted.Plans,elevations and details are intended to stow the end result of design.Mina and building and construction codes,be observed for all contractors and antenna riggers. All welds are to be of the size and type indicated.Contractor shall employ a licensed welder and shall Modifications may be required to sue job dimensions or conditions. 20. For cold-weather and hobweather mnaete placement,conform to applicable ACI codes and provide the engineer with their name and a copy of their license prior to canmendng any field welding. SECTION 01613-DELIVERY.STORAGE AND HANDLING: recommendations.In either case,materials containing chloride,calcium,salts,ea.shag not be used.Protect D.Contractor shall provide fire watch during all welding operations,brazing and soldering and otherwork 4. The contractor shag verify all dimensions and conditions and notify the Project Manager of any discrepancies fresh canaete from weather for 7 days minimum. requiring the use of an open game.Two(2)hand held 30 lb fire extinguishers and adequate water supply before sterling any work 1. The Contractor shag be responsible for all procedures and scheduling associated with hoisting,staging,and shall be maintained on site.Fire watch plan shall be submitted tothe client for 2pp u al prior to welding. erecting of materials and equipment to and/or upon me site. GENERAL NOTES FOR POST4NSTALLED ANCHORS E.All bolted connections shag be A325 high strength bolts Siff°diameter minimum sizeurdem otherwise 5. The client and Contrador(s)attention is hereby brought to existing site condiflons which need to be field (HILTI OR APPROVED EQUAL) noted.Bolts shall be supplied with gat washers.Bolts shag be tightened in acmhdance with meAISC snug Q verified prior to construction.KMB Design Group,U.C.does not take any liability for areas Gnat are not readily 2. All elements of the existing site,i.e.structures,site plantings,etc shall be protected as necessary from sald fight condition, no unless otherwise ted. accessible by field personnel walking on the roof or at grade level during the,site visit Such conditions actions.This work must be done in a sate,severe nondestructive manner for protecting personnel and Include but are not limited to elevated structures out of reach while standing on the roof,fnIshed floor,or Property. - F.Protective galvanized oatings which were damaged or removed during erection a transportation shag be Q EPDXY ANCHOR MOUNTING CHART restored by painting with zao-rich primer. grade level,elevated structures above grade,building facades,structures mounted on building atatles, G.All threaded reds shall be 1l2"diameter A36 steel unless otherwise noted. windows,tower structures,etc.If not requested by the client and supplied to me Contractor,the Contredm SECTION 01740 WARRANTIES AND BONDS: Q shall Include within their bid to obtain mapping Information for any Inaccessible areas which are Included as WALL TYPE METHOD OF ATTACHMENT H.Temporary structures for staging and construction shall be capable o(withsandag faces specified by the part of this design drawing package to ensure all existing conditions are verified prior to construction and shag 1. The Contractor shall guarantee all labor and materials used in this project for a minimum period of one(1) - local building code current edition. relay all findings to KMB prior to construction for our review.Such findings may require drawings to be year commencing tram the date of final acceptance by the client.The Contractor is not required to guarantee HILTI HIT HY200,MINIMUM EMBEDMENT 6-SPACED 16-ON CENTER Q material supplied the Owner. CONCRETE modified prior to mnsWcUoc PP M' UNLESS NOTED OTHERWISE 4. Inspections MASONRY HILTI HIT HY270 WITH SCREEN TUBE,MINIMUM EMBEDMENT 6'SPACED A All structural steel antenna homim,and connections shall be Inspected prior to Instaletion of antennas, 2. Final sate o l acceptance Is deemed as the date that a0 required state end federal approval have been Q 6. These plans are designed to relied observed field conditions.Certain conditions are assumed o comply with (CMU AND BRICK) 16'ON CENTER UNLESS NOTED OTHERWISE B.All antenna noble hays,supports,channels and damps shall be inspected prior to installation of antenna general standard construction design methods and principles,and the Contractor shall note Oat not all areas obtaaed inducting,but not limited o: cehles 01 stmMhral attachment have been opened or specifically verifed.The Contractor is therefore requested o A Final InspeWon B.Certificate of Occupancy THRU-BOLT MOUNTING CHART C.Coordinate all inspections with me diems Coriswdon Manager. Q notify the Engineer Immediately should encountered field conditions varytmm tlrose depicted on the D.Contractor to make notiffmtions 72 hours prior to any required inspections. drawings.KMB Design Group,LLC will issue field Mange direction If required.The Project Moeller is 3. Any deficiencies that mine evident during this one(1)year period shall be connected by the Centimeterat the WALL TYPE BOLT TYPE referenced on the cover sleetCentimeterContractors erpmse. Q 0 7. All equipment and materials shall be installed in accordance with the manufacturers recommendations unless CONCRETEaAASONRY F1-1.GRADE 55 THRU-BOLT UNLESS NOTED OTHERWISE -kd otherwise noted by the Engineer or Record. DIVISION 2-SITE WORK Q is z a it 8. The Contractor shag be rmponslhle for all work performed and materials installed to be in strict conformance, 1. The Contactor shall call utilities prior to the start of co shudMn. INSTALLER TRAINING 3 as a minimum standard,with all applicable codes.regulations and ordinances having jurisdiction.Electrical Q p systems shall be installed in conformance with the National Electrical Code,and all other local and state 2. All existing active sewer,water,gas,electric and other Wfitles where encountered In lie work,shall be 1. Installers must be certified through the ACUCRSI Adhesive Alicia InsWarCedificetion program or jurisdictional codes,ordinances,and with local utility company specifications.whichever is more stringent. protected at al times,and where required for the proper execution of the work,shag be relocated as directed equivalent.The General Contractor shall arrange installation training for all post-installed anchor products 02 by Engineers.Extreme caution should be used by the Contractor when excavating or pier drilling around or specified and shag provide the Engineer of Record documentation demonstrating that all personnel Q oaoa.za v Tr A-G Ana uas s 9. The Contractor shag keep contract area dean,hazard free and dispose of al dirt stumps, provide safety,training for the working am.This wig include but not limited responsible for installing anchors are trained prior to the commencement of installing anchors. 3-..0 p pie ps,stones,rubbish or near utilities.Thor Contractor shall z LL debris In accordance with all local and environmental laws.No materials or equipment shag be paced to: REVISION DRAWN CHKD. wo anywhem'on or in the structure without making adequate provisions to protect existing property.Upon A Fall protection REV. DATE n completion,repair any damage that may have occurred during construction.Repair all existing wall surfaces B.Confined span 2. Installers shot be trained on the complete instillation process for drilled-In anchors,including but not limited DESCRIPTION BY BY w0 damaged during construction such that they match and blend with adjacent surfaces. C.Electrical safety to: y A Hole DrillingProcedure m z D.TrenWng&excavation of cwe 10, The Contractor shall be solely responsible and have control over construction means,medtods,techniques, B.Hole Preparation&Clearing Technique o W sequences,antl procedures. 3. AO site work shall be as Indicated on the drawing and stipulated In the specificatlm project summary. C.Adhesive Injection Technique&Dispenser Training/Maintenance z D.Reber Dowel Prepa and Installation �3 w SPECIFICATIONS FOR SIKA TOP 123 PLUS NON SHRINK GENERAL PURPOSE 4. O necessary,rubbish,stumps,debris stltl s,Bones,and other refuse shag be removed from the site and E.Proof Loadimyfens lge e Te Tess To gWng o° GROUT: disposed of legally. < GENERALPROCEDURFS I�/�` � a p S. The site shall be gred to cause surface water flow away from the equipment shelter and monopole areas. d J n 1. All non-shrink general-purpose grow shag be Installed In aruxdance with the marofacwrers Contractorinstaller to follow anchor manufacturer specifications and Instructions for use,Including bier not rangedj recammendaUos. 6. No fill or embankment material shall be placed on frozen ground.Proem materials,snow or ion shag not be to me following general procedures - 0 2 The non-shrink general-purposegnwtshag bemechanically mixed for a minimum of ten minutes. Placed In my fillorembankment. DESiGN GROUP ry 1. Hale Drilling Procedure oc O. 7. The sub gentle shall be compaded and brought o a smooth uniform grade pioro finished surface A Dn11 holes with mtary Impact hammer drils using-bide-Upped bits,hollow,drill bit system,and/or ram kmbdg_eom 3. Ma no mom grout men ran be placed in 10 o 15 minutes. application drills using diamond core bits.DNI bits shall be of diameters as specified by the anchor manufacturer. o w 4, Surfaces ro receive me grout shot be free of my of focal material and beed inhibiting materials.Be Unless otherwise shown on the Drawings,all ides shall be dri led perpendicular o the concrete or �° y type g 6. All existing inactive sewer,water, mason surface. I800 ROUTE 3S,SUITE 209 x 9 gas,electric and other utilities,which Interfere with 0a execution of me ry 'bVAt!, 07719 sure repair area is not less than 118'i n depth. x N work,shall be removed enoUor upped,plugged a otherwise tlisoonfirnred at points whits will not interfere (732)2E0.5623 v with the execution of the work,w6Jed to Be approval of engineering. 2. Hole Preparation 8 Clearing p 5. The substrate Mall be saturated surface dry with no sanding water.Mortar must be scrubbed into substrata A Holes must be free of debris,dust,water,ion,oil,grease,and other contaminants prioro adhesive N.Y.CERTIFICATE OF AUTHORIZATION:081784 u tilling all pores and wids property y y g y injection.Installer o ensure all holes am property cleaned using compressed air and steel wire brush, �m 9. The areas of me Owners disturbetl b me work and not covered b tie bwldin ordrivewa,shall ba p graded o a uniform slope,fertilized,seeded,and covered with mulch as specified In me specification of following manufacturer specified methods: `� a z 6. Typical properties of me grout shag be as follows: landscape work. O F i V C O- Pa • For blowing out the hole,blow out with oil free air until return air stream Is free of noticeable dust L(n, a i Compressive strength(ASTM C-109 modified) 9 4 ,.., o • 1 day.3500 psi min(24.1 mpa) 10. The Contractor shall minimize disturbance to existing site during constructon.Erosion control measures,shall • For brushing out me hole,only use specified wim brash.The brush must resist ineertion into me hole.If f,. • 7 day.6000 psi min(44.8 mpa) g not,brush is too small and must be replaced. N w be In canfonnance with the local guidelines for erasion and sediment control. • 28 day'.7000 psi min(48.3 mom) a w • Flexural strength(ASTM C-293)@ 28 days:2000 psi(13.8 mpa) 3, Cartridge 11. All bark fig shall be compacted to 95%modified prodortlensityas tletertNned by ASTM standard test lie injection Adhesive Anchors uF o • Splitting tensile strength(ASTM 0496)@ 28 days:900 psi(6.2 mpa) procedures. A Clean all holes per manufacturer instructions to remove loose material and drilling dust Prior o installation ) : 9� 2 • Bond strength(ASTM C-882 modified)@ 28 days:2200 poi(15.2 mpa) of adhesive.Inject adhesive into holes proceeding from the betian of the hoc and * c > P 9 Progressing toward me rc w The Portend cement mortarshali not produce a vapor bartia DMSION 3-CONCRETE surface in such a manner as o avoid introduction of air pockets In Me adhesive.Follow mamhfaciurer - u m e Density(wet mix):132 as/m ft(221,94) recommendations to enure proper mixing of adhesive components.Stifitlmt adhesive slag be Injected ia Pertneabgiry-AASHTO T-277 @ 28 days:approximately 500 coWanbs 1. Design and construction of all concrete elements shall condor to me latest editions or me following in me hie to ensure that me annular gap is filled to the the surface.Remove excess,adhesive tan Ore 0 applicable codes:ACI 301'Specifications for Structural Concrete for Buildin surface.SNm anchors with suitable device to center tiro anchor in the hole. -{JI,S ram 'I 1. 7. All steel bearing plates and main support steel shag be installed once the gout has been leveled and has PP Pe its';ACI 318'Bugding Code n I .. w w been cured for a minimum of 24 hours The full design equipmentload shall be nsaled afterme grout has Requurements for Reinforced Concrete'. B. For halimv masonry applications,contractor[a use plastio-rn h screen tubes and Inserts,following m ) aYrh ti os cored fa48 tours manufaduarspedgntions a a 2. Mix design shag be approved by Owners representative prior to pacing concrete. C.Do not disturb or load anchors before manufacturer specified cure dme has ehpsecL B. Should me confractorwah to propose an alternative grout and method of waking outside these parameters, D.Observe manufacturer recommendations with respect to Installation temperatures for cartridge Injection 0 z 3. Concrete shall be normal weight 6%air entrained(31.5%)with a maximum 4'slump,and have a minimum adhesive andrors, 6c !' i 0 this must be presented o the Engineer In writing with a fug method statement maerial data sheet and O o8V Q 6 Q �vl in Installation Instructions ctions for his/her approval 28-day compressive strength of 3000 psi unless otherwise noted. v0 Iwc POST4NSTALLEDANCHOR SPECIAL INSPECTION /- [� 9. Failure to campy with this specification mute seriously abed me stability of me Installation. 4. Maximum aggregate sae shag be I% ©r ES S y z - 1. The General Contractor shall nobly the Engineer of Record and Special Inspector of Record when n w DIVISION 1-GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK' S. The allowing materials shall be used: post-Installed anchor work Is scheduled to be performed to allow on-site inspection during installation. Stephen A• Bray 3 o Portland cement ASTM C 150,TYPE I ? Reinforcement ASTM A 1 B5 2. The General Contractor shall document their work with photographs and/or video dud me installation i. The Contractor shag review and become familiar with specifications contained in the bid package prepared by P oereP m9 Norval weight aggregate: ASTM C 33 process demonstrating me above minimum general procedures have been performed,and shall furnish PROFESSIONAL ENGINEER KMB Design Group,LLC and One dent The Contractor shall e-mail plans@kmbdg.com to enure that they P 9 9 P Pah e w wg have me latest set of construction drawings prior ,o commencing anywork whatsoever. Wear. Drinkable photographs,videos,and/or test reports tome Engineer of Record as part of the Special Inspection review z? Admixtures: Non-chiodtle containing and project dose-out process. EXPIRATION DATE: 06/30/25 o m NY LICENSE:086064 4/9f24 _ 2. In the event o1 a conflict between the bid package specifications and mesa notes,the provisions of the Dena 6. Reinforcing details shag be in accordance with me latest edition of ACI 315. specifications shall take precedenm. 3. The Contractor is responsba for the compliance with all Items noted.Should the Contractor complete PROJECT NUMBER o7. Reinforcing steel shall conform o ASTM A 615.grade 60,defamed hmtess noted otherwise.Welded wire post-Installed anchor work without notifying me Engineer o(Reard and Special Inspector of Record o 331.3111.AF8 rc 3. The Contractor shall visit the site of the proposed work and fully acquaint themselves with the conditions as fabric Mall mrdorm o ASTM A 785 welded steel wire fabric unless rated otherwise.Splices shag be class perform on-site Inspection,and cannot provide sufildent photographic and/or video evidence of me 0 0: they exist in order that any restrictions pertaining o me work me understood.Al areas aril dimensions are installation process to me satisfaction of the Engineer of Record and Special Inspector,me Contractor shall 'B'and all honks shall be santland,amass otherwise noted. SITE INFORMATION: Indcoled on the drawings s amuratety as possible,but erg mndifios stag be venifietl by each contractor retain KMB a a qualified 3rd party testing agency to pertain an anima pull-test The pull test must be itpn and/or subcontractor at the site.The failure of the contractor to examine or receive arty form,instruments 8. The allowing minimum concrete cover shall be provided to reinforcing steel unless shown otherwise on completed in accordance with me site-specific Procedure and test parameters provided by IQdB.The test may 415 ELIJAH'S LANE A co document,or o visit the site shall not refieve me Contraderfmm any obligation with respect o their quoted drawings: require Installation of additional ancirors for test purposes terry.Passing test results most be submitted to MATTITUCK NY 11952 m price.The submission of a quotation shall acknowledge that me Contractor and their Subcontractors have KMB for Special Inspector review prior to resuming construction.This may require the Conbacor o remove LLe w m • Canoes cost against earth.........3° Il>� rxr_ G!y'�`® f4f�® r o cute fully examined the site and know me existing conditions end have made provisions for operating underme • Concrete exposed o earth orweatber. and re-install anchors and repair adjacent affected animas,and/or temporarily remove and reuisal steel a SU F FOLK COUNTY g m m conditions as array exist at me site antl have included a0 necessary Items. ui mend in order o ash the subject anchors.Testing of andors could result in damage to me nasm O6 and larger r....................................1 w P 9 ion ry a� wNM wig be the responsibility of the Contactor le repair In accordance with One Division 4 Masonry Notes, o x Its and smaller....................................1 1!2° o LLo 4. The General Contractors responsibilities shall include,but not he limited to,mstrhhcdon of me equipment . Concrete not exposed o earth or weather or no cast against me ground: Ali associated costs owned by KMB for Inspection,review,testing and coordination shag be resposibLry,of FA#: 10075046 �l ❑z found got,Including electrical sernce,telephone conduits,grounding system and coordination with to al Slab and wag..........................................314" the Contractor. w g utility companies. Beams and columns.....................1 1l7 .. [MAY�13 024 DESIGN TYPE: m o a S. The antenna Installers responsibilities shag include,but not be limited to,cable tray,Isagation,routing of DMSION$-METALS O 9. A 1'chamfer shall be Provided at erg exposed edges of concrete,unless otherwise rated,in accordancewino - CO-LOCATION nobles from radio equipment o antennas,associated hardware for searing amens cables,antenna mound, ACI 30 section 42.4. E z tletermining supplier of antennas,grounding of antennas to grounding system,Installing antennas antl SECTION 05120-STRUCTURAL STEEL 3 < verifying with Red'ro Frequency Engineers,fie alignment,location,and proper orientation of antennas. 10. Installation o1 concrete anchor,shag be per manufacturers written recommended pmeadure,the anchor bolt S O U th OI d Town SHEET TITLE: Zl 0 ww- dowel or rod shall conform to manufacturers recommendation for embedment depth or as shown on me 1. Codes and soedgcatons: 0r 6. The Contracorsshall coordinate construction activities with the building Landlord in order o avoid mknticts drawing.No tabor shag be cut without prior engineering approval Wimdn'ling holes Ineonaete. A.Thefabricefionferectionshallcon rno the requirements oftlrefdowing codes and specifications,latest Planning Board GENERAL NOTES m i with moment use of live site. edition,unless otherwise noted: E 11. Curing compounds shall conform to ASTM C-309. The local building code. € 7. The Owner may have work performed under separate contracts,concurrently,with me work of this contract. • AISC 360 specification for structural steel buildings. 12. Admixtures shall conform to me appropriate ASTM standard as referenced In ACI-301. • ASTM A992 structural steel for erg w sections on =i e. The General Contractor shall permit across to me protect o mesa contractors to perform Ohe-v work. ( N) SHEET NUMBER REV.: p 3 9. The Contractor shall mnkxm o all a likable local,coon sate,antl federal codes,aws and 13. Do not weld or arc weld reinforcing steel • ASTM A36 structural steel(ail other sections). PP ty requirements, • ASTM A53,type E,gade B,etemic resistance welded steel pipe. m a, including OSHA 14. AD dowels,anchor bolts,embedded steel,electrical conduits,pipe sleeves,grounds and all other embedded ASTM 123 zinc(hat-dip galvanaed)mafings on Iron and sted products. items and formed details shall be in place before start of concrete placement • ASTM 153 zinc coated(hot-dip)imn and steel hardware. O O L p 10. The Contractor stall apply and pay for me construction permit cerfifimte of omufancy and all other required AWS DIA structural weidmg code. °d 4 permits or licenses.The Contractor is responsible fur obtaining all Inspections. 15. Locate additional construction joints inquired to facilitate construction as acceptable toEngineer.Plain • EIMIA-222 swdunal sandards far steel antenna lowers and antenna supporting structures, g o reinforcement continuously through joint O O is GENERAL NOTES: N/I D E)� EXISTING UTILITY POLE 1. THE SUBJECT PROPERTY IS KNOWN AS LOT 11.3,BLOCK 4 AS SHOWN ON CURRENT TAX ��� �GOI. � \ �T�,P) MAP OF THE TOWN OF MATTITUCK,SUFFOLK COUNTY,NEW YORK. AT&T E�I JAH IS R p pJJ0 \ 2. THE PROPOSED PROJECT IS A WIRELESS COMMUNICATIONS FACILITY. THE PROJECT ASPHAL'( EXISTING OVERHEAD CONSISTS OF A EXISTING MONOPOLE WITH MULTIPLE ANTENNAS.NEW EQUIPMENT IS TO ELECTRIC SERVICE BE PLACED ON A CONCRETE FOUNDATION LOCATED WITHIN AN EXISTING COMPOUND AT S 25,p9y0 E _ THE BASE OF THE MONOPOLE.THE PROPOSED FACILITY IS NOT INTENDED FOR PERMANENT EDGE OF ASPHALT EMPLOYEE OCCUPANCY.OCCUPANCY WILL BE LIMITED TO PERIODIC INSPECTIONS BY EDGE OF ASPHALT RADIO TECHNICIANS APPROXIMATELY ONCE PER MONTH.THEREFORE,POTABLE WATER, _ SANITARY SEWERS,AND ADDITIONAL SITE PARKING ARE NOT REQUIRED. Q EXISTING BUILDING THE PROPOSED FACILITY IS NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. Q 4 OCCUPANCY WILL BE LIMITED TO PERIODIC INSPECTIONS BY RADIO TECHNICIANS APPROXIMATELY ONCE PER MONTH.THEREFORE,POTABLE WATER,SANITARYSEWERS, AND ADDITIONAL SITE PARKING ARE NOT REQUIRED. Q 3. FINAL CONNECTION TO ELECTRICAL AND TELEPHONE UTILITIES TO BE APPROVED BY THE Q EXISTING TREES AND 1 DIRT JI APPROPRIATE UTILITY COMPANY. BUSHES I �IVEWAY I Q I 4. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY BLUESTONE CURB I I REVIEW AND APPROVAL.THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION Q 1 I DOCUMENTS UNTIL ALL DRAWINGS HAVE BEEN REVISED TO INDICATE"ISSUED FOR I CONSTRUCTION"LL Q �O I I 5. ALL MATERIALS,WORKMANSHIP AND CONSTRUCTION FOR THE SITE IMPROVEMENTS Q a E I SHOWN SHALL BE IN ACCORDANCE WITH: 3 I A. CURRENT PREVAILING MUNICIPAL AND/OR COUNTY AUTHORITY SPECIFICATIONS, Q o� I I EXISTING UNDERGROUNC STANDARDS AND REQUIREMENTS. w� ELECTRIC SERVICE Q B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS,STANDARDS ssueoFGR N I I 0 � '�� PERMIT FILJNG �`B JES AND REQUIREMENTS. LL REVISION DRAWN CHKO. do I a I I 6. PROPERTY BOUNDARY AND EXISTING FEATURES INFORMATION SHOWN WAS OBTAINED Rom' DATE DESCRIPTION BY BY w w I FROM EXISTING CONSTRUCTION DRAWINGS BY MASER CONSULTING DATED 10-26-18. ow 1 I o FU �o y Z �'o K a a< EXISTING FRAME GARAGE 1 I g MB o. 1 _ I I ® I j �� MIGN GROUP o kmbdg.com c 1 IWO ROUTE 34,SUITE 209 v Y� I � ❑ I WALL,NJ 07719 w I .. W (732)280-5623 � J 1 I EXISTING WOOD FENCE LY-Y-Y—Y-______ N.Y.CERTIFICATE OF AUTHORIZATION81784 �N l________ __� :0w az z �QF NEW a W AlP��QN�N �T0IU 5.95 o SECTION:108 a j 5, BLOCK:4 LU m a LOT.,11.3 I 4 ww T� 13 3 2cA ao 2 °= M WOODED AREA I F� 08606A o o LL co ' I Stephen A. BraLL za � < 3 00 cq I I PROFESSIONAL ENGINEER w w 5 ? I EXPIRATION DATE: 06/30/25 o y z w I NY LICENSE:086064 4/9/24 z ti U II I PROJECT NUMBER- 0 a p�_ 3 31.3111.AF8 zo oW= .~mm: SITE INFORMATION: " I 415 ELIJAH'S LANE " 1 MATTITUCK,NY 11952 w z � I w o = 1 SUFFOLK COUNTY � I I RECEIVED FA#: 10075046 0 2z z I wo .P I DESIGN TYPE: m zm W MAY 13 2024 CO-LOCATION SHEET TITLE: z� 08'10" o .a W �° a6' AREA o N 23 _ t39. _ — t101 47 AREA Town Planning Board PLAN p / 1 SHEET NUMBER REV.: U = S P01 0 9 J F 11 AREA PLAN g 11x17 SCALE:1"=60' 24x36 SCALE:1"=30' x V EXISTING METER FRAME AT&T (TYP) EXISTING BUILDING EXISTING CSC CABINET Q I EXISTING COMPOUND ACCESS GATE Q i (TYP) �� o i CO3 i LL= 2 t CO3 3 I z Q p� r $ + I u D Poa i O _ Q 04-0324 MS PFAMITRI G ARB JES N do ��"° `� - I REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY �o m� i p w EXISTING AT&T EQUIPMENT SHELTER zw I oa -- I I PWB �rc EXISTING EQUIPMENT I I I IIEXISTING CHAIN LINK FENCE w SHELTER (BY OTHERS) ` y� DESIGN GROUP I I w I I kmbdg.com A. 1800 ROUTE 34,SUITE 209 ° p m WALL,NJ 07719 v (732)280.5623 v O z I I - N.Y.CERTIFICATE OF AUTHORIZATION:081784 �y I lE I a tly I I �OF rEci :�- Li ------' I NON q YO 6€ ---------------------------- uo EXISTING MONOPOLE I _ CO2A Al � N Q s Cp I \ �� �8606N 10 EXISTING ABANDONED � � �a EQUIPMENT PLATFORM . I QFES,s�dNP WITH CANOPY0 m z¢ I iRECEIVED Stephen A. Bray w 5 I I u w 3 PROFESSIONAL ENGINEER EXPIRATION DATE: 06/30/25 NY LICENSE:086064 4/9J24 p N :MAY 13 202 PROJECT NUMBER o f EXISTING EQUIPMENT 331.3111.AF8 oa _ AREA (BY OTHERS) , SOUL of Town SITE INFORMATION: 3 - `� Planning Board 415 ELIJAH'S LANE w' MATTITUCK,NY 11952 SUFFOLK COUNTY .0 FA#:10075046 0 S EXISTING EQUIPMENT EXISTING CABLE BRIDGE CRITICAL NOTE: DESIGN TYPE: z PLATFORM (BY OTHERS) (BY OTHERS) FINAL DESIGN,MOUNTING AND ANY STRUCTURAL CO-LOCATION e HREINFORCEMENTS ARE SUBJECT TO THE COMPLETION OF A g a STRUCTURAL ANALYSIS REPORT THE FINDINGS OF WHICH WILL SHEET TITLE: BE INCLUDED IN THE FINAL CONSTRUCTION DRAWINGS WHICH m e COMPOUND WILL BE REVISED TO INDICATE"ISSUED FOR CONSTRUCTION" w PLAN r NOTES: x 0 1. CONTRACTOR SHALL REFER TO GENERAL NOTES,GIVING SPECIAL ATTENTION TO NOTE 5 SHEET NUMBER REV.: S 3 4 o z 4 a UNDER THE GENERAL CONSTRUCTION NOTES SECTION,PRIOR TO CONSTRUCTION. 2. TOWER MOUNTED ANTENNAS AND ANCILLARY EQUIPMENT NOT SHOWN FOR CLARITY. 1 COMPOUND PLAN cot i 0 11x17 SCALE: 3/32"=1'0 24x36 SCALE:3/16"=1'-0" 3 CRITICAL NOTE: FINAL DESIGN,MOUNTING AND ANY STRUCTURAL REINFORCEMENTS ARE SUBJECT TO THE COMPLETION OF A STRUCTURAL ANALYSIS REPORT THE FINDINGS OF WHICH WILL AT&T BE INCLUDED IN THE FINAL CONSTRUCTION DRAWINGS WHICH WILL BE REVISED TO INDICATE"ISSUED FOR CONSTRUCTION" PROPOSED AT&T ANTENNA PIPE MOUNTED TO NEW ANTENNA MOUNT Q (TYP OF 3, 1 PER SECTOR) no EXISTING RELOCATED AT&T DC6 0 EXISTING RELOCATED AT&T ANTENNA n- AIR PIPE MOUNTED TO NEW ANTENNA Q MOUNT (TYP OF 3, 1 PER SECTOR) I� PROPOSED AT&T RRH PIPE MOUNTED LL TO NEW BACK TO BACK MOUNT (TYP a F OF 12, 4 PER SECTOR) Q wa N PROPOSED AT&T (2) ANTENNAS (STACKED) 0. PIPE MOUNTED TO NEW ANTENNA'MOUNT Q w-0ss4xuT°Eiu aAe 1Es w (T)P OF 3, 1 PER SECTOR) REVISION DRAWN CHKD. w a . DATE REV W O O w DESCRIPTION BY BY W ow U � n n w F 0 rn EXISTING RELOCATED AT&T DISH ANTENNA rc n U [if to z< ? w z Z 0 HW< Z¢ KMB ZZ in ¢o z DESIGN GROUP a aaz kmbdg.com o wa o ui PROPOSED AT&T (2) # AG DC POWER z f 1800 ROUTE , tz N w � 1- 0 ¢ 0 TRUNKS ROUTED INSIDE MONOPOLE TO WALL,NJ on19 x,� Z W F W �32)280-5623 0 w 0 N Q v =o FOLLOW EXISTING N.Y.CERTIFICATE OF AUTHORIZATION:0817840 IL $ o3 oa _L a ao z v EXISTING AT&T (12) COAX AND (2) 18P FIBER ui x di a a - z In TRUNK AND (4) DC POWER TRUNKS ROUTED IN (� F S �w o qy o z z INNERDUCTS ALONG EXISTING PATH �P QNEN A 0 La z uo i� 01 U w oc Z - I EXISTING MONOPOLE �� l �91-�� H w F In o f o cB W x w z I _ ycn z z W z I "lt X O W dp W N w I o 0 0 0 z00 O W b I L-)1 EXISTING EQUIPMENT I EXISTING AT&T CABLE BRIDGE �a a 0 iV m AREA (BY OTHERS) I i< 0 +I of I EXISTING AT&T GPS ANTENNA m zLL CID °r° EXISTING CABLE ; Stephen A. Bray o -H BRIDGE (BY OTHERS) I N _s o EXISTING AT&T EQUIPMENT PROFESSIONAL ENGINEER w o I EXISTING EQUIPMENT SHELTER EXPIRATION DATE: 06/30/25 o rn I AREA (BY OTHERS)EXISTING EQUIPMENT 1 NY LICENSE:086064 4/9124 y AREA BY OTHERS I o ( ) PROJECT NUMBER EXISTING CSC CABINET 331.3111.AF8 75 0. p '1_„_1" ,� 1.W.G. .> .:'�S,"1 RECEIVED SITE INFORMATION: 9 =;. '' �� 7 - _ -- 415 ELIJAH'S LANE 4 M �� MATTITUCK,NY 11952 f MAY 1 3 2024 SUFFOLK COUNTY ¢x GRADE 0'-0" AGL L� o FA#: 10075046 0l _p Southold Town Fg Planning Board DESIGN TYPE. CO-LOCATION e z; o SHEET TITLE: ZI o L ELEVATION W. f z1 f F o SHEET NUMBER REV.: 8m 4 0 2 4 8 16 =a CO2A 0 ao M"m 1 SOUTHEAST ELEVATION g 0 11x17 SCALE:1116"=1'-0" 24x36 SCALE:1/8"=1'-0" Y EXISTING AT&T METER EXISTING AT&T ATS tj �� EXISTING FIRE PANEL AT&T EXISTING DC SUB EXISTING TELCO BOARD EXISTING BATTERY DISCONNECT Q EXISTING AT&T BATTERY RACK Q EXISTING HVAC UNITS (lYP) (TYP) TO REMAIN Q EXISTING TRANSFER SWITCH Q EXISTING AC PANEL Q EXISTING SURGE ARRESTOR ::::' �i EXISTING GPS ANTENNA Q aF zi TING AT&T EQUIP w� - EXISMENT o SHELTER Q oa-ssza '�1ED F0f3 ans .rts i w EXISTING AT&T MCPA RACKS. do EXISTING AT&T RACK MOUNTED TO REMAIN REV- DATE DESCRIPTION DRAWN BY CBYD DC12 TO REMAIN 'S DE w r it w EXISTING AT&T ARGUS CORDEX Ro EXISTING AT&T LUCENT CABINET TO REMAIN POWER PLANT TO REMAIN z TLL EXISTING AT&T POWER PLANT o° EXISTING AT&T CABLE PORTS TO REMAIN y; <o MB in �c d¢ p o 2 4 DESIGN GROUP y� kmbdg.com c ow 1 EXISTING EQUIPMENT PLAN I�OwA i�rijoiii9�09 o w 11x17 SCALE:3/16cB "=1'-0" 24x36 SCALE:3/8"=1'-0" Q32)260.5623 N.Y.CERTIFICATE OF AUTHORIZATION:081784 u 3 TOTAL # OF EXISTING 24V CONVERTERS: 3 F N a TOTAL # OF REQUIRED 24V CONVERTERS: 3 �v A EXISTING AT&T METER € I TOTAL # OF EXISTING 48V RECTIFIERS: 10 0 <€ EXISTING AT&T ATS II r\ EXISTING FIRE PANEL TOTAL # OF REQUIRED 48V RECTIFIERS: 11 Al BBU AND POWER NOTES: -� EXISTING DC SUB 1. INSTALL (2) 6651 BBU CARDS N< 2. INSTALL (1) 6610 SITE CONTROLLER - 3. REMOVE (1) 24V CONVERTER n 4. REMOVE (1) 48V RECTIFIER Ct1 _ - :d—c._ ; rc¢ EXISTING TELCO BOARD Z ;�z',- ? y FT-0� s�OA �86E16� o EXISTING BATTERY DISCONNECT E�10 EXISTING HVAC UNITS (TYP) EXISTING AT&T BATTERY RACK Ro NPR (TYP) TO REMAIN �ESSK)z zz M a° EXISTING TRANSFER SWITCH Stephen A. Bray 3 3 PROFESSIONAL ENGINEER wI w? EXPIRATION DATE: 06130/25 ° EXISTING AC PANEL °N NY LICENSE:086064 4/9/24 PROJECT NUMBER m 09 EXISTING SURGE.ARRESTOR 331.3111.AF8 i'o SITE INFORMATION 3 o EXISTING GPS ANTENNA RECEIVED N n 415 ELIJAH'S LANE o m MAY y 1 c� A MATTITUCK,NY 11952 w, a y EXISTING AT&T EQUIPMENT MAY 3 2024 SUFFOLK COUNTY o <LL SHELTER EXISTING AT&T RACK MOUNTED EXISTING AT&T MCPA RACK FA#: 10075046 "1 .6 DC12 TO REMAIN I Planning Board TO REMAIN DESIGN TYPE: f,, r; CO-LOCATION e 'a EXISTING AT&T LUCENT------_____- 1 I' EXISTING AT&T ARGUS CORDEX - zI o CABINET TO REMAINPOWER PLANT TO REMAIN SHEET E ° EQUIPMENT EXISTING AT&T POWER PLANTF� EXISTING AT&T CABLE PORTS TO REMAIN PLANS -t ,0 SHEET NUMBER REV.: oI sy 2 0 1 2 4 CO3 0 I� 2 PROPOSED EQUIPMENT PLAN 0 11x17 SCALE:3/16"=1.-0" 24x36 SCALE:3/8"=1'-0" x MANUF.: COMMSCOPE MANUF.: ERICSSON MANUF.: ERICSSON MANUF.: ERICSSON MODEL: NNH4-65A-R6H4 MODEL: RADIO 4415 B30 MODEL: RADIO 4490 B51B12A MODEL: RADIO 4478 B14 LENGTH 59.0" W HEIGHT: 16.5" HEIGHT: 20.6" W HEIGHT: 18.1" W WIDTH: 7.8" I I �J WIDTH: 4.8" WIDTH: 7.0" i WIDTH: 13.4" AT&T DEPTH: 7.8° DEPTH: 4.8" DEPTH: 7.0" DEPTH: 8.3" WEIGHT: 72.5 Ibs � WEIGHT: 47.0 Ibs WEIGHT: 65.0 Ibs WEIGHT: 59.41bs PLAN MANUF.: ERICSSON PLAN PLAN PLAN MODEL: AIR 6419 B77D(C-BAND) LENGTH: 28.2" WIDTH: 16.1" DEPTH: 7.2" WEIGHT: 63.0 Ibs Q MODEL: AIR 6419 B77G(MACRO) _j LENGTH: 28.3" Q WIDTH: 16.1" DEPTH: 7.9" Q WEIGHT: 66.1 Ibs x = x _ o SIDE FRONT Q SIDE FRONT SIDE FRONT SIDE FRONT w< 1 PANEL ANTENNA 2 RRH -B30 3 RRH -B5/B12A 4 RRH -B14 3 N SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS d" REVISION DRAWN CHKD. w a REV. DATE o MANUF.: ERICSSON DC9 SURGE DESCRIPTION BY BY mN MANUFACTURER: RAYCAP o MODEL: 4890 B2/B25/B66 MODEL: DC9-48-60-24-8C-EV PROTECTION DOME HEIGHT: 20.6" W HEIGHT: 31.4" iF WIDTH: 15.7" F- �I DIAMETER: 10.3" CLIP FOR ATTACHING DEPTH: 7.0^ CLIP FOR ATTACHING o WEIGHT: 26.21bs DC9 (OVP) TO BASE o WEIGHT: 67.21bs DC9 (OVP) TO BASE < ASSEMBLY (TYP) ASSEMBLY (TYP) o KMB PIPE MAST a PLAN DOME BAND SECURING a DESIGN GROUP +I knibdg.com N RAYCAP SUPPLIED POLE RECEIVED i800 ROUTE 34,SUITE 209 3 xN MOUNTING BRACKETS RAYCAP SUPPLIED W32L2Bo-ssz39 - BASE ASSEMBLY _ I' > m N.Y.CERTIFICATE OF AUTHORIZATION:081784 c� POWER CABLE INGRESS �' o� - PORTS MAY 13 2024 OF NEpp w CABLE TIE BAR � A S a NOTE: �� r� �w FRONT Southold TOW�I � � c x f1 9/16" fl'_p- PRE-FABRICATED MOUNT o D NOTES: IS NOT TO BE MODIFIED. PIBf)�lltlg BOaYCI L 2 w G $r T+ ya 1. RAYCAP VIA AT&T SUPPLIES THE DC9 OVER VOLTAGE PROTECTOR AND ~ o< PIPE MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. w SIDE FRONT I o 1 2 m w am s o= 5 RRH -625/666 6 DC9 SQUID SURGE PROTECTOR 7 EQUIPMENT MOUNT DETAIL �OA.�OgG wN a SCALE:NTS SCALE:NTS 11x17 SCALE:1/2"=1'-0" 24x36 SCALE:1"=1'-0" p M z a _ +p py� �a NOTES: Step hen A. Bray 1. DETAILS SHOWN ARE TYPICAL MOUNTING DETAILS FOR STANDARD AT&T 3 ANTENNA FRAME WITH EQUIPMENT,INCLUDING BUT NOT LIMITED TO REMOTE RADIO UNITS,FIBER PROFESSIONAL ENGINEER PRE-DRILLED SLOTTED HOLES MANAGEMENT BOXES,DISTRIBUTION BOXES,AND SURGE PROTECTION BOXES. EXPIRATION DATE: O6/30/25 w y (TYP) NY LICENSE:086064 4/9/24 o ~ � 1�2'0 U-BOLT (TYP) SECTOR EXISTING ANTENNA MANUF/MODEL EXISTING TECHNOLOGY FINAL ANTENNA MANUF/MODEL FINAL QUANTITY STATUS LENGTH PROJECT NUMBER 331.3111.AF8 ( o a TECHNOLOGY F>) c ° BACK TO BACK MOUNT SITE INFORMATION: w Al NHH-65A-R4 LTE COMMSCOPE NNHH-65A-R4 LTE 1 RELOCATED =" KIT BY COMMSCOPE, PART COMMSCOPE N L 415 ELIJAH'S LANE w ti ERR-FA2, OR APPROVED Rk A2 COMMSCOPE NNHH-65A-R4 LTE ERICSSON AIRS419 B77D+AIR6419 877G(STACKED) 5G/C-BAND 2 REPLACE flu MATTITUCK,NY 11952 w, ---- I EQUAL SUFFOLK COUNTY ¢x A3 COMMSCOPE NNHH-65A-R4 LTE COMMSCOPE NNH4-65A-R6H4 SG/C-BAND 1 REPLACE 0 o Bl COMMSCOPE NNHH-65A-R4 LTE COMMSCOPE NNHH-65A-R4 LTE 1 RELOCATED ' FA#: 10075046 �I �F I PROPOSED EQUIPMENT 2 3 .: os I I MOUNTED PER CO3A CO3A B2 COMMSCOPE NNHH-65A-R4 LTE ERICSSON AIR6419 877D+AIR6419'877G(STACKED) 5G/C-BAND 2 REPLACE 110' DESIGN TYPE: m ,a I MANUFACTURER'S CO-LOCATION SPECIFICATION 4 5 B3 COMMSCOPE NNHH-65A-R4 LTE COMMSCOPE NNH4-65A-R6H4 5G/C-BAND 1 REPLACE 9 SHEET TITLE: oG L_____J CO3A CO3A Cl COMMSCOPE NNHH-65A-R4 LTE COMMSCOPE NNHH-65A-R4 LTE 1 RELOCATED EQUIPMENT&ANTENNA m C2 COMMSCOPE NNHH-65A-R4 LTE ERICSSON AIR6419 877D+AIR6419 877G(STACKED) SG/C-BAND 2 REPLACE 110• SPECIFICATIONS S _ NOTE: C3 COMMSCOPE NNHH-65A-R4 LTE COMMSCOPE NNH4-65A-R6H4 5G/C-BAND 1 REPLACE � o SHEET NUMBER REV: PRE-FABRICATED MOUNT NOTEs: S S 1 o 1 2 IS NOT TO BE MODIFIED. 1. INFORMATION BASED ON RFDS REVISION (TBD),DATED(TBD). CONTRACTOR TO VERIFY LATEST RFDS WITH RF ENGINEER. 2. ANTENNA CENTERLINE HEIGHT VERIFIED IN FIELD. n Go CO3A 0 Z 8 EQUIPMENT MOUNT DETAIL 9 ANTENNA&CABLE SCHEDULE aI co 11 x17 SCALE:112"=1'-0" 24x36 SCALE:1"=1'-0" Y CRITICAL NOTE: FINAL DESIGN,MOUNTING AND ANY STRUCTURAL REINFORCEMENTS ARE SUBJECT TO THE COMPLETION OF A STRUCTURAL ANALYSIS REPORT THE FINDINGS OF WHICH WILL AT&T BE INCLUDED IN THE FINAL CONSTRUCTION DRAWINGS WHICH WILL BE REVISED TO INDICATE"ISSUED FOR CONSTRUCTION" EXISTING RELOCATED DISH 0 ANTENNA C04B PROPOSED AT&T ANTENNA TO Q EXISTING AT&TREPLACED ANTENNA PROPOSED MONOPOLE 1 TRI—COLLAR BRACKET RE EXISTING AT&TDC6 TO TO BE REPLACED (TYP CO3A REPLACE EXISTING ANTENNA ASSEMBLY BY SABRE, PART 0 BE RELOCATED OF 6, 2 PER SECTOR) (TYP OF 3, 1 PER SECTOR) 7—8" #c1G899055 TO REPLACE (2'-0" MIN) (TIP) EXISTING Q EXISTING AT&T DC6 TO PROPOSED AT&T SECTOR Q BE REMOVED EXISTING AT&T ANTENNA p FRAME SITE PRO 1, MODEL' SECTOR A R' #VFA12—HD—NPNH Q A3 TO BE RELOCATED (TYP 30' AZIMUTH P OF 3, 1 PER SECTOR) PROPOSED AT&T ERICSSON 0 �= EXISTING AT&T DISH " ' 4490 B5/12A RRH MOUNTED ANTENNA TO BE RELOCATED ON BACK TO BACK MOUNT Q zi A3 �� 0:; B1 A�O�p (TYP OF 3, 1 PER SECTOR) ?$ EXISTING AT&T RRH TO �` Q ssuenFae iLL BE REMOVED (TYP OF ?p1 i�r`;'0.4�1Ze I s g o 060924 P� T- G ^^e as o a . t 12, 4 PER SECTOR) A2 �' l` M/ I B1 CO3A REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY w SECTOR A � PROPOSED CHAIN MOUNT 30' AZIMUTH 4" x 'yo M�� �� I BY SITE PRO 1, MODEL l`► �yQl #TCHM3 i z A2 T+ s Al l �� / I EXISTING RELOCATED AT&T << - B2 �� DC6 Bg IKM p SECTOR B i B2 B ` 150' AZIMUTH DESIGN GROUP H � 2 kmbdg.cOm o ice' I CQQA 18M ROUTE 34,SUITE 209 v iE - I WALL,NI 07719 o Al * <� I PROPOSED AT&T ERICSSON Q32)280-S523 am s `�� I 4478 874 RRH MOUNTED ON N.Y.CERTIFICATE OF AUTHORIZATION:081784 S BACK TO BACK MOUNT(TYP e3 �� B3 OF 3. 1 PER SECTOR) N Opp o _ I 1 SECTOR B CO3A Q �Q�'`E N q 699 z ;y W w 4 C04A 150' AZIMUTH C 2 o�Z C3 max. `` B3 T ���� MIN -a EXISTING MONOPOLE �..� »:'`" EXISTING MONOPOLE I REQUIRED C`3 _rIl ww Asa:. C3 �� I EQUIPMENT {t1 J; a< � \ SETBACK 2tS3 ��r o J n iO C2 `•� I �Q 0860ro .w SECTOR C I PROPOSED AT&T ERICSSON 4890 ARO ESSI 270' AZIMUTH C1 C2 � I B25/B66 RRH MOUNTED ON BACK M o PROPOSED AT&T ERICSSON a EXISTING AT&T ANTENNA �� TO BACK MOUNT TYP OF 3, 1 PER CO3A 4415 830 RRH MOUNTED ON SECTOR) Stephen A. Bray i CCO'3A)BACK TO BACK MOUNT TYPy PROFESSIONAL ENGINEER wg FRAME TO BE REPLACED OF 3, 1 PER SECTOR) PROPOSED AT&T (2) ANTENNAS W 1 EXPIRATION DATE: 06/30l25 o (STACKED) TO REPLACE EXISTING CQ3A NY LICENSE:086064 419r24 PROPOSED AT&T DC9 SECTOR C ANTENNA (TYP OF 3, 1 PER SECTOR) PROJECT NUMBER m SQUID (TYP OF 2) 270 AZIMUTH co3A ' 331.3111.AF8 R. o a EXISTING RELOCATED AT&T =0 ANTENNA (TYP OF 3, 1 PER SITE INFORMATION: 9 z SECTOR) 415 ELIJAH'S LANE o m MATTITUCK,NY 11952 SUFFOLK COUNTY Q Y 2 o 10RECEIVED FA#: 10075046 "1 NOTES: o S 1. AT&T BUILD STANDARDS ALLOW UP TO t3"TOLERANCE FOR DESIGN TYPE o AZIMUTH AND ANTENNA SKEW TO MOUNT ACCURACY. CO-LOCATION o a CONTRACTOR SHALL MEASURE THE AZIMUTH OF THE o SHEEiTRLE: MAY 1 3 2024 ANTENNA AND MOUNT VIA AN ANTENNA ALIGNMENT TOOL S AND CONTACT FOR IF THE ACTUAL AZIMUTH AND/OR SKEW ANTENNA PLANS B EXCEEDS THE VALUE SHOWN ON THE DRAWINGS BY MORE ALL SECTORS s Southold Town THAN 3". NEW STANDOFF PROJECTIONS OR LENGTHS OF Planning Board PROPOSED STANDOFFS MAY REQUIRE ADJUSTMENT FROM o g WHAT IS SHOWN ON THE DRAWINGS. SHEET NUMBER REV.: g Ox 2. ALL ANCILLARY EQUIPMENT MUST BE V-0"CLEAR FROM S+ i 0 0.5 1 2 4 t 0 0.5 1 2 q c� HORIZONTAL PIPE OF SECTOR FRAME. a ", wrtnl C04 0 1 EXISTING ANTENNA PLAN (ALL SECTORS) 2 PROPOSED ANTENNA PLAN(ALL SECTORS) 0 1 11x17 SCALE:1/4"=1'-0" 24x36 SCALE:1/2"=1'-0" 11x17 SCALE:114"=1'-0" 24x36 SCALE:112"=1'-0" x AT&T EXISTING MONOPOLE EXISTING MONOPOLE Al 4"0 (NOM) SCH 4007 Q PIPE MAST TO 07 4"0 (NOM) SCH 40 Q REPLACE EXISTING PIPE MAST TO MANUFACTURER REPLACE EXISTING 0 PIPE MAST MANUFACTURER 2 1/2"0 (NOM) SCH PIPE MAST 40 PIPE MAST (LENGTH AS REQUIRED, 2 1/2"0 (NOM) SCH 40 Q 7'-0" MAX) PIPE MAST (LENGTH AS 0 7/16" LUG HOLES, 7/16" LUG HOLES, REQUIRED, 7'-0" MAX) INSTALL #2, SOLID, INSTALL #2, SOLID, �=a� TINNED CONDUCTOR TINNED CONDUCTOR PROPOSED ANTENNA 0 ai • FROM THE TOWER . FROM THE TOWER GROUND BAR GROUND BAR =o ® r� PROPOSED ANTENNA ® Q oao9za '�UmG nas ass .1 I I,I zLL • I I I Z EnU REVISION DRAWN CHKO. wo I I I I Z Z Z REV. DATE DESCRIPTION BY BY a ZF W mw I� I I .I ¢Q zJ ~U rc II UI Wa¢ oo O In o Z a U KS, v m m� a B G o 11 cn w00 z 1 0' DESIGN GROUP u w FRAME D- w o 0 W FRAME kmbdg.com - o o J I I —_ _ _ _ _ _ _ _—_ _ _ _ _ w m dD to _ Z Q GO co Q 1300 ROUTE 34,SUITE 209 r€ Z W. WALL,N)07719 0 y I NTENNA Q I (732)280-5623 d I rk Q I I4c PC ¢ N.Y.CERTIFICATE OF AUTHORIZATION:081784 $ wz O L, I Z�z W of ¢ OF NE�V �¢ P�� HEN A �Q I I I O D U ,��4 $�9 �� tj tj u o I I I ir W Q o -L L,U)� * S "w • • I I W N G O m ow Q • • �/� ,J\ 4� m O L y PROPOSED ANTENNA �Qp G8600 a PROPOSED ANTENNA PROPOSED ANTENNA QFESSIO�P� MOUNT SITE PR01, MOUNT SITE PRO1, ig PART # PART # " i� VFA12—HD—NPNH VFA12—HD—NPNH Stephen A. Bray 3 PROFESSIONAL ENGINEER wI 2"0 (NOM) SCH 40 2"0 (NOM) SCH 40 EXPIRATION DATE: 06/30/25 o„ PIPE MAST (LENGTH AS PIPE MAST (LENGTH AS NY LICENSE:086064 4/9/24. �t REQUIRED, 7'-0" MAX) REQUIRED, 7'-0" MAX) PROJECT NUMBER-- of oa PROPOSED MONOPOLE `-- PROPOSED MONOPOLE 331.3111.AF8 .8 TRI—COLLAR BRACKET TRI—COLLAR BRACKET SITE INFORMATION: 9 ASSEMBLY BY SABRE, ASSEMBLY BY SABRE, 415 ELIJAH'S LANE y PART #C10899055 TO PART #C10899055 TO MATTITUCK,NY 11952 o m REPLACE EXISTING REPLACE EXISTING <Y SUFFOLK COUNTY FA#: 10075046 zo E C E V ® DESIGN TYPE a CO-LOCATION P a SHEETTITLE g NOTES: MAY 13 2024 ANTENNA MOUNT DETAILS 3 1. ANTENNA RAID CENTERS CANNOT ALL SECTORS T BE POSITIONED MORE THAN 6" ABOVE OR BELOW THE CENTERLINE = Sout old Town SHEET NUMBER: REV.: a z° OF THE ANTENNA FRAME. BE 2. ANCILLARY EQUIPMENT NOT PlanningBoard $3 ° x SHOWN FOR CLARITY. ° ' R_� C04A 0 O (w r[nl M w[p i2� 1 ANTENNA MOUNT SECTION 2 ANTENNA MOUNT SECTION 0 I 11x17 SCALE:1/2"=1'-0" 24x36 SCALE:1"=1'-0" 11x17 SCALE:1/2"=1'-0" 24x36 SCALE:1"=1'-O" x *WA o - 0 0 0 . o 0 0 0 LL� oa� rc oz EXISTING MONOPOLE Q 00 OC-0¢za I�uED FOR Q PEAMJES IP M.G �y 2 u w o REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY =w 2 1/2.0 (NOM) SCH 40 PIPE MAST o (LENGTH AS REQUIRED, m =w S-3" MAX) <0¢o � ° ¢00 KMB K i o m DESIGN GROUP 'w r— kmbdg.com 1800 ROUTE 34,SURE 209 v °iE I I I WALL,NJ 07719 v x m I II (732)280.5623 1 o� I II m N.Y.CERTIFICATE OF AUTHORIZATION:081784 $ m� I II mz o L_li� Q�EN A y0 , �w � o C-Dgo V W EXISTING DISH ANTENNA01 w w Cn I `u cl =� s 02 m °` �O� �86b�� CHAIN MOUNT BY SITE P� PRO 1, MODEL #TCHM3 oES Std i¢ n Stephen A. Bray H EXPIRATION DATE:N 6%0 25 DER WI x� ¢` W N NY LICENSE:086064 4/9/24 PROJECT NUMBER m 331.3111.AF8 .0 SITE INFORMATION: 'S 415 ELIJAH'S LANE MATiITUCK,NY 11952 x SUFFOLK COUNTY s 0 o FA#: 10075046 �I REC 1VE DESIGN TYPE: ~ F r------- CO-LOCATION o M BHEETTITLE MAY 13 2024 3 ok L� ANTENNA MOUNT DETAILS N3 Southold Town Planning Board SHEET NUMBER REV.: al "RE C04B 0 9 1 DISH ANTENNA MOUNT DETAIL 0 11x17 SCALE:3/4"=1'-0" 24x36 SCALE:3/2"=1'-0" x AT&T PROPOSED HOIST PROPOSED CABLE Q GRIP BY RING MOUNT BY COMMSCOPE, COMMSCOPE, Q PART #PHH-AL PART (TYP) #860669616-1035 Q � O �jj � 0 0 ¢F z� ¢z Q O' Z O Q 66-0424 PERMR 0 MB M 3y z REVISION IDRAWN CHKD. N a REV. DATE DESCRIPTION BY BY �w mi ao <o KMB a �rc �a a°d 'w DESIGN GROUP 0w I<mbdg.com w m tH00 ROI.'T"e 34,SUITE 209 �€ 1 HOIST GRIP -INTERIOR POLE CABLING 2 HOIST GRIP -EXTERIOR POLE CABLING WALLVJo7719 SCALE:NTS SCALE:NTS �32)2&7 5623 z N.Y.CERTIFICATE OF AUTHORIZATION:081784 w� "d �y OF NEtV �� �P� ���N �0 �� 99 o f 2 f^ V��._% {�; � m I = ci ww .: 0 2 ` m 0y 2��Oa 056064 o RECEIVE® o� a S — 9�fiES S toNP 2_ is � MAY 13 2024 Stephen A. Bray LL H I _ PROFESSIONAL ENGINEER mi . Southold Town NYLIICENISE:086064 6/30125 419/24 , �~ Planning Board PROJECT NUMBER: U 331.3111.AF8 Ko SITE INFORMATION: 3 -� 415 ELIJAH'S LANE N„ MATTITUCK,NY 11952 NOTES: SUFFOLK COUNTY <� CONTRACTOR TO UTILIZE THE HOISTING GRIP DETAIL THAT BEST SUITS THE EXISTING 2 x CONDITIONS OF THE STRUCTURE AND SHALL CONSIDER THE FOLLOWING CRITICAL NOTES. FA#• 10075046 z 1.HOISTING GRIPS ARE THE PRIMARY SUPPORT FOR THE CABLE WEIGHT AND MUST BE €S ANCHORED TO THE SUPPORT STRUCTURE WITH TENSION APPLIED. DESIGN TYPE: o a 2.ALL HOISTING GRIPS SHOULD BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. CO-LOCATION <0 3.DO NOT USE ONE(1)HOISTING GRIP FOR HOISTING TWO(2)OR MORE CABLES. 2 w 4.DO NOT REUSE HOISTING GRIPS. SHEET TITLE' z 5.SPACE HOISTING GRIPS AT INTERVALS PER MANUFACTURER'S INSTRUCTIONS AND HOIST GRIP o PER CABLE WEIGHT AND AT A MINIMUM EVERY 200'. 6.DO NOT USE THE HOISTING GRIP AS A PICKING POINT. DETAILS jE 7.DO NOT WRAP HOISTING GRIPS OVER TOWER STEEL. 8.BEAM CLAMPS OR ANGLE ADAPTERS SHALL NOT BE USED TO ANCHOR HOIST GRIPS. a s110 9.WHERE UTILIZING PORT HOLES,CONTRACTOR MUST CONFIRM THE DISTANCE FROM SHEET NUMBER: REV.: 0 3 THE PORT HOLE ELEVATION TO THE ANTENNA CENTERLINE MEETS MANUFACTURER of c W SPECIFICATIONS. go C05 0 9 0 ie GENERAL SPECIFICATIONS: ELECTRICAL SPECIFICATIONS: 1. ALL WORK SHOULD BE DONE IN A NEAT WORKMANLIKE MANNER LEFT CLEAN AND FREE FROM DEFECTS,AND COMPLETELY 1. GENERAL OPERABLE THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AS SCHEDULED ON THE DRAWINGS.ALL MATERIALS SHALL BE NEW ELECTRICAL LEGEND AND ALL WORK AND MATERIALS SHALL BE GUARANTEED BY THE CONTRACTOR FORA PERIOD OF ONE(1)YEAR FROM THE DATE OF A THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS,TOOLS,TRANSPORTATION EQUIPMENT,SERVICES AND ACCEPTANCE BY THE OWNER FACILITIES REQUIRED FOR THE COMPLETE,PROPER AND SUBSTANTIAL INSTALLATION OF ALL ELECTRICAL WORK ALL FIXTURES, DEVICES,AND EQUIPMENT SHOWN,NOTED ORIC REQUIRED ON THESE DRAWINGS.ANT/OR CONTAINED HEREIN SHALL BE LIGHTING FIXTURES AT&T 2. ALL WORK SHALL BE CAREFULLY COORDINATED WITH THE LANDLORD AND ALL TRADES INVOLVED,AND THE CONTRACTOR SHALL CONNECTED FROM THE SOURCE OF ELECTRIC POWER TO THE FINAL CONNECTION,TESTED AND MADE READY FOR PROVIDE PROPER CONNECTIONS,FITTINGS,VALVES,PIPING,ETC.FOR ALL EQUIPMENT FURNISHED BY CARRIER OR OTHER TRADES SATISFACTORY OPERATION. 1'X4'SURFACE MOUNTED FLOURESCENT FIXTURE WITH WRAP INVOLVED IN THIS CONTRACT. AROUND ACRYLIC PRISMATIC LENS. B.ALL CONTROL WIRING SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR.OTHER CONTRACTORS SHALL PROVIDE AROUNIA PART NO.PRISMATIC LENS. NYC. 3. CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT DISCOVERED BEFORE PERFORMING ANY WORK STARTERS,ETC.FOR ALL EQUIPMENT THEY FURNISH,UNLESS SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS. LITHOLAMPS:(3)ART N 5K RELATED TO SUCH CONFLICT. C.UNLESS OTHERWISE INDICATED,THE ARRANGEMENT,POSITION,CONNECTIONS,ETC.SHOWN ON THE DRAWINGS SHALL BE 4. PROVIDE ALL REQUIRED TEMPORARY UTILITIES AND PAY ALL ASSOCIATED FEES AND OPERATING COSTS. TAKEN DIAGRAMMATIC.THE RIGHT IS RESERVED BY THE ENGINEER TO MAKE MINOR CHANGES IN LOCATIONS AND' 50 WATT H.P.S.EXTERIOR WALL MOUNTED FIXTURE W/PHOTOCELL. ARRANGEMENTS WHEN REQUIRED BY JOB DEVELOPMENT WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR MOUNT 66'AF.G.TO BOTTOM. 5. THE GENERAL CONTRACTORS SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THEIR RESPECTIVE WORK, HUBBELL NO.NRG-301-120-PC - Q INCLUDING STRUCTURALLY FRAMED OPENINGS SHALL BE CUT AND FRAMED BY THE GENERAL CONTRACTOR ALL HOLES IN D.REFER 70 THE GENERAL SPECIFICATION,THIS SHEET. MASONRY FLOORS AND WALLS SHALL BE CORE DRILLED. POWER E.ALL WORK SHALL CONFORM TO THE ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND LOCAL,STATE AND APPLICABLE Q GROUNDING NOTES: CODES. ll HOMERUN TO DESIGNATED PANEL CROSS LINES INDICATE 1. ALL GROUNDING CONDUCTORS SHALL BE#2 SOLID TINNED COPPER UNLESS OTHERWISE NOTED. F.PROVIDE AS-BUILT DRAWINGS TO OWNER AT CONCLUSION OF PROJECT. NUMBER OF CONDUCTORS WHEN MORE THAN TWO(GROUND NOT Q INCLUDED) 2. ALL EXTERIOR CONNECTIONS TO GROUND CONDUCTOR SHALL BE EXOTHERMICALLY WELDED(CADWELD). G.OBTAIN ALL PERMITS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION AND PAYING ALL FEES REQUIRED. NUMBER DENOTES CIRCUIT 3.' ALL CONNECTIONS BELOW GRADE SHALL BE EXOTHERMICALLY WELDED(CADWELD} H.WHEN A UTILITY COMPANY METER IS SPECIFIED,THE CONTRACTOR SHALL OBTAIN ALL ASSOCIATED CUT-IN CARDS,INSPECTIONS, ❑T TRANSFORMER Q ETC.,NECESSARY TO HAVE THE METER SET.IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO MEET WITH UTILITY COMPANY Q 4. CONNECTIONS TO GROUND BARS SHALL BE MADE UTILIZING TWO-HOLE LONG BARREL TYPE STAINLESS STEEL BOLTS,NUTS,AND PRIOR TO CONSTRUCTION TO VERIFY SOURCE OF ELECTRIC SERVICE,TAP AND METER LOCATION. WIRING DEVICES LOCKWASHERS. . I. GROUND RING DEPTH SHALL BE 30 INCHES MINIMUM BELOW FINISHED GRADE,OR 6 INCHES BELOW FROST LINE,WHICHEVER IS p DUPLEX RECEPTACLE,20 AMP,125 V,LEVITON NO.5262-1 Q 5. CONNECTIONS TO EQUIPMENTAND ENCLOSURES SHALL BE MADE UTILIZING TWO-HOLE GROUND LUGS WITH AN ANTI-OXIDENT THE GREATER DISTANCE. MOUNT 1'6'AF.F.TO CENTER COMPOUND. DOUBLE DUPLEX RECEPTACLE,(2)20 AMP,125 V.LEVITON Q 2. IDENTIFICATION: NO.5262-I MOUNT 1'6'AF.F.TO CENTER LL 6. THE GROUNDING SYSTEM SHALL BE TESTED UPON INSTALLATION.THE MAXIMUM RESISTANCE TO GROUND SHALLNOT EXCEED 5 OHMS. A PROVIDE TYPEWRITTEN DIRECTORIES FOR PANELS,INDICATING USE OF EACH BRANCH CIRCUIT AND DESIGNATING SPARE GpT 20 AMP,125 V,DUPLEX RECEPTACLE W/GROUND FAULT <? CIRCUITS.HANDWRITTEN DIRECTORIES ARE NOT ACCEPTABLE 'ty INTERRUPTER LEVITON NO.6599 W/LOCKING COVER 5977 Q ¢ 7. WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES SHALL BE SCRAPED CLEAN TO BEAR METAL TO - 1 SINGLE POLE,20 AMP TOGGLE SWITCH LEVITON NO.CSB 1-20. z3 INSURE PROPER CONTACT.SURFACES SHALL BE RESTORED TO MATCH ORIGINAL FINISHES. B.LABEL ALL CONDUITS AND WIRES WITH THEIR ASSOCIATED CONDUIT AND CIRCUIT/TERMINAL NUMBERS.MARKERS TO BE AS MOUNT 4OT A.F.F.TO TOP. Q MANUFACTURED BY SETON NAMEPLATE CORP.,OR EQUAL - 0 (C� TWO-POLE,20 AMP TOGGLE SWITCH LEVITON NO.CSB 2-20. 0 0 8. ALL BENDS IN GROUNDING CONDUCTORS SHALL NOT BE LESS THAN A 12'RADIUS. JL� MOUNT 4'-U•AF.F.TO TOP. C.ALL PANELBOARDS,SWITCHES AND OTHER EQUIPMENT ENCLOSURES SHALL BEAR ENGRAVED NAMEPLATES AS MANUFACTURED ISSU Fort 3 y 9. BOND ALL METALLIC RACEWAYS,EQUIPMENT ENCLOSURES,AND BOXES. BY SETON NAMEPLATE CORP.,OR EQUAL LETTERING TO BE W INCH HIGH WHITE LETTERS ON BLACK BACKGROUND UNLESS I p 3-WAY,20 AMP TOGGLE SWITCH LEVITON NO.CSB 3-20. oQ 04 09'20 PQ2 ED M FM JES zLL - NOTED OTHERWISE. a MOUNT4.-A.F.F.TOTOP. p 10. ALL BONDING CONDUCTORS SHALL BE#6 AWG.STRANDED INSULATED COPPER REVISION DRAWN CHKD. n 3. RACEWAYS: - AUXILIARY SYSTEMS REV. DATE DESCRIPTION BY BY 5 w 11. CABLE TO CABLE CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD). - w A MINIMUM CONDUIT SIZE SHALL BE 3/4'UNLESS OTHERWISE NOTED ON THE DRAWINGS. O CEILING-MOUNTED IONIZATION SMOKE DETECTOR p 12. CABLE TO STEEL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD),UNLESS OTHERWISE NOTED. S.EXPOSED RACEWAYS SHALL BE RUN TRUE,PLUMB,AND PARALLEL OR PERPENDICULAR TO BUILDING LINES. i w 13. USE OF NINETY DEGREE BENDS SHALL BE AVOIDED.BENDS SHALL BE FORTY FIVE DEGREES WHERE POSSIBLE. © CEILING MOUNTED PHOTOELECTRIC SMOKE DETECTOR 4 C.CONDUIT SUPPORTS SHALL BE SPACED AT MAXIMUM DISTANCE OF 10 FEET APART. + p 14. BOND ALL SERVICE RACEWAYS,EQUIPMENT ENCLOSURES,METER FITTINGS,BOXES,AND METALLIC RACEWAYS IN ACCORDANCE�D q/ �j SELF-CONTAINED COMBINATION EMERGENCY LED LIGHT Wl(2) n WITH SECTION 250.920E THE NATIONAL ELECTRIC CODE. 4. WIRING METHODS: II FIRE ALARM PULL STATION.MOUNT 48'AF.F.TO TOP.LAMPLITEN MB 6 DUAL-CITE NO.:LTSRW a A SINGLE CONDUCTOR CABLES SHALL BE USED FOR FEEDERS AND BRANCH CIRCUIT WIRING.MINIMUM SIZE WIRE SHALL BE#12 AWG UNLESS OTHERWISE INDICATED AND SHALL BE SIZED TO CONFORM TO NORMAL NECVOLTAGE DROPS.WIRE SIZES#10 AWG w AND SMALLER SHALL BE SOLID,#6 AWG AND LARGER SHALL BE STRANDED.ALL CONDUCTORS SHALL BE COPPER. o DESIGN GROUP B.CONDUCTORS SHALL BE CONTINUOUS FROM ORIGIN TO PANEL OR EQUIPMENT WITHOUT SPLICES.WHERE TAP SPLICES ARE l� FIRE ALARM HORN/STROBE.MOUNT 80-AF.F.TOTOP. d. i NECESSARY AND APPROVED,THEY SHALL BE MADE WITH SUITABLE CONNECTORS IN JUNCTION BOXES. ICIT110CIg,COt11 N N i C.PHASE CONDUCTORS SHALL BE IDENTIFIED WITH THE FOLLOWING COLOR CODED TAPE AT BOTH ENDS: EQUIPMENT I SOO ROUTE 34,SURE 209 v xW D DISCONNECT SWITCH 30=AMPRATING WALL,NJ 07/I9 12WM VOLTS 2771480 VOLTS J- (732)280-5623 PHASEA BLACK BROWN 9 wow NF=NON-FUSED N PHASE B RED ORANGE _ N.Y.CERTIFICATE OF AUTHORIZATION:081784 PULLBOX p6 w i PHASE C BLUE YELLOW u00d. NEUTRAL WHITE WHITE WITH GREY STRIPE PANELBOARD O p a 3 GROUND GREEN GREEN y,' O/ �N D.PROVIDE FIRESTOPPING AROUND ALL CONDUITS AT WALL AND FLOOR PENETRATIONS. �- MOTOR-OPERATED DAMPER ��V�C`C 3Y �t eO� �w t ry c <F. E.SEAL ALL EXTERIOR WALL PENETRATIONS AS REQUIRED. �/ MOTOR (� _ F.THE CONTRACTOR SHALL CONCEAL ALL CONDUIT ROUTING PASSING THROUGH FINISHED AREAS.CONDUIT ROUTING THROUGH O �v UNFINISHED AREAS SHALL BE SUPPORTED AS SPECIFIED INDRAWINGS.UNLESS CLEARLY SPECIFIED,NO CONDUITS SHALL BE GROUNDING- a ROUTED ON EXTERIOR SURFACE OF BUILDING. i< ---- 92SOLIDTINNED COPPER UNLESS OTHERWISE NOTIFIED 0< G.UNDERGROUND CONDUITS SHALL BE A MINIMUM OF 24'BELOW FINISHED GRADE.ALL UNDERGROUND WORK SHALL BE y< DOCUMENTED BY PHOTOGRAPH BEFORE ANY BACKFILL IS BEGUN.PHOTOS WILL BE REQUIRED AT TIME PUNCHLIST IS ■ �' 0 PERFORMED.FEEDERS SHALL BE INDIVIDUAL WELD CONNECTION CONDUCTORS IN SCHEDULE 40 PVC,DIRECT BURIAL CONDUIT.WHEN BURIED < CONDUITS ARE SUBJECT TO VEHICULAR TRAFFIC,CONDUITS SHALL BE ENCASED IN CONCRETE.ALL SWEEPS BELOW GRADE dp - SHALL BE SCHEDULE 80 PVC. . MECHANICAL CONNECTION.DOUBLE-CRIMP'G'TYPE i O H.ALL FEEDERS RUN INDOORS SHALL CONSIST OF EMT WITH INDIVIDUAL CONDUCTORS.FLEXIBLE METALLIC CONDUIT(MC)SHALL MASTER GROUND BAR �OA 086p n BE USED WHERE STRUCTURAL MEMBER PROHIBIT CONDUIT.MC MAY ALSO BE UTILIZED FOR LIGHTING WHIPS,BRANCH CIRCUITS AND OTHER MISCELLANEOUS APPLICATIONS PERMITTED BY CODE °O C lO INSULATED GROUND BAR �-E S S z< 1. ALL FEEDERS IN•DAMP'OR'YET'LOCATIONS SHALL CONSIST OF INDIVIDUAL CONDUCTOR IN RIGID GALVANIZED STEEL OR RIGID _ n ALUMINUM CONDUIT.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE UTILIZED WHEN CONNECTING TO EQUIPMENT m UNINSULATED GROUND BAR Stephen A. Bray a CABINETS AND VIBRATING EQUIPMENT.THE MAXIMUM LENGTH FOR FLEXIBLE CONDUIT SHALL BE 6'-0'. °d z w ® 5/8-x 10-COPPER CLAD GROUND ROD - 3 5. WIRING DEVICES: PROFESSIONAL ENGINEER w w 5 EXPIRATION DATE: 06/30/25 T g A SWITCHES,RECEPTACLES AND OTHER WIRING DEVICES SHALL BE SPECIFICATION GRADE OF TYPE,SIZE AND RATING INDICATED o L. ON THE DRAWINGS. THE CONTRACTOR IS REQUIRED TO CONTACT AND MEET WITH THE NY LICENSE:086064 4/9/24 UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION.THIS IS PROJECT NUMBER a� 6. DISCONNECT SWITCHES: NECESSARY TO VERIFY THAT FOLLOWING UTILITY POINTS HAVE 331.3111.AF8 J - - - - REMAINED CONSISTENT WITH THE CONTRACTOR DOCUMENTS: A SWITCHES SHALL BE QUICK-MAKE,QUICK-BREAK NEMA 1 FOR INDOOR USE AND NEMA 3R FOR OUTDOOR USE AS MANUFACTURED y 0 BY GENERAL ELECTRIC,SQUARE D OR EQUAL ELECTRICAL CONTRACTOR TO PROVIDE ALL SAFETY DISCONNECTS. SITE INFORMATION: TELEPHONE DEMARCATION POINT zz •ELECTRICAL SERVICE TAP POINT 415 ELIJAH'S LANE 7. SPECIAL MATTITUCK,NY 11952 c1 •NEW UTILITY METER LOCATION .1 A THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER AND CONTROL WIRING FOR EQUIPMENT FURNISHED SUFFOLK COUNTY o z Q UNDER HVAC,PLUMBING AND GENERAL TRADE SECTIONS. Y 6-0 B.ALL WORK REQUIRING AN OUTAGE OT INTERRUPTION OF SERVICE(POWER TELEPHONE)SHALL BE SCHEDULED ONLY AT SUCH FA#• 10075046 0l 0 z TIME PERMITTED BY OWNER 0 B. LIGHTING FIXTURES AND LAMPS: - c S - DESIGN TYPE: 0 i A LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE WITH NECESSARY HARDWARE AND LAMPS. T®pg® CO-LOCATION E< 9. PANELBOARDS: E°� '" SHEET TITLE: r� 3 o� A PANELS SHALL BE BOLTED-ON MOLDED CASE CIRCUIT BREAKER TYPE WITH DOORS AND LOCKS. �n �I GENERAL iB.ALL CONDUCTOR TERMINALS SHALL BEU.L LISTED FOR MINIMUMOF75'C. MAY 13 202 INFORMATION 10. TRANSFORMERS: wp ( )( Southo- Inc-Town SHEET NUMBER REV.: al - A TRANSFORMERS SHALL BE DRY TYPE WITH AVERAGE TEMPERATURE RISE NOT TO EXCEED 150°C 115°C 80°C). B.TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC OR SIEMENS. Planning Board E01 0 C.TRANSFORMER TO BE INSTALLED WITH A NEMA 3R WEATHERSHIELD. r rc 00 � Y #6 AWG FROM ANTENNA CABLE GROUNDING KIT 4 5 2 12" APPROX �AT&T 6" 2" 1 GROUND BAR ON 0 ANTENNA CABLE ANTENNA TOWER � 2-1/2"0 MAX w m ° o000 000o a ° ° ° o ° ° o ° p000000 0000o ar ° ° ° ° ° ° o W ®o ° ° 3/4" - - --- ° 1" 2" HEAT SHRINK PER WEATHERPROOFING KIT Q 3 07/16" (TYP) SPECIFICATIONS ANDREW #221213 TWO—HOLE LUG, TO BE USED #6 AWG STRANDED COPPER GROUND 1. GALVANIZED STEEL GROUND BAR, 1/4" x 4" x 20", HAGER PART NO TGBI-14420C WITH #2 AWG T13CW AS WIRE (GROUNDED TO GROUND BAR) 0 OR A.L.T. PART No. 382227. HOLE CENTERS TO MATCH NEMA DOUBLE LUG REQUIRED TO GROUND RING (STANDARD ANDREW GROUNDING KIT) CONFIGURATION. NOTE: 0 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4. 1. CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS & BETTS) ON ALL LUG CABLE GROUND KIT ffi 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8. CONNECTIONS. NOTE: Q -d 4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056. 2. MUST BE INSTALLED 1'-0" MIN FROM HORIZONTAL PIPES OF SECTOR FRAME. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE <F 5. 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 DOWN TO GROUND BAR. 0 z3 1 GROUND BAR DETAIL 2 IGROUND LUG TO GROUND BAR CONNECTION DETAIL 3 ICABLE GROUND KIT CONNECTION DETAIL �}H SCALE:NTS SCALE:NTS SCALE:NTS 0r ° REVISION DRAWN CHKD. w REV' OATS DESCRIPTION BY BY w GROUNDING NOTES;#2 STRANDED GREEN WALL OR ROOF JUMPER REQUIRED TX1 RX1 TX2 RX2 R.W JACKET ON NEW PROPOSED EQUIPMENT. LUGS:NON INSPECTION WINDOW ON OUTDOOR BOLT/ NUT W/ LOCK ANTENNA CABLES (TYP) ONLY FOR 1 EASE z w LUGS.INSPECTION WINDOW LUGS WITH CLEAR WASHER, SEE TABLE COAX OR FOR EASE WEATHERPROOFING o HEAT SHRINK FOR INDOOR LUG GROUND LUG SIMILAR TO GROUND KIT OF CONNECTION (TYP) KIT (TYP) `o 53207 CONNECTOR SIZE AS REQUIRED WEATHERPROOFING KIT GROUND KIT (TYP) PWB �g 31��4J HEAT SHRINK PER (TYP) SEE NOTE 2 SEE NOTE 'o� I SPECIFICATIONS DESIGN GROUP ANTENNA CABLE TO #6 AWG STRANDED Cu kmbdg.com g zt BTS EQUIPMENT (TYP) WIRE WITH GREEN, 600V, 1800 ROUTE 34.SURE 209 �€ GROUND WIRE AWG ( ) THWN INSULATION WALL,NJ077I9 xN ANTENNA GROUND BAR, 7az>2so-sszT Oi GROUND BAR WITHOUT INSULATORS N.Y.CERTIFICATE OF AUTHORIZATION:081784 �H ANDREW (OR SIMILAR) MULTIPLE BONDED DIRECTLY TO TOP TO ANTENNA SUPPORT OF TABLE STANDARD LOCK WASHERS ENTRANCE WALL/ROOF FEED THRU OF MONOPOLE OR TOWER PIPE IF N E o WIRE LUG # BOLT SIZE SHALL BE USED ON GROUND ASSEMBLY (SUPPLIED BY G.C.) �[/y FH SIZE BARS, SERRATED "DRAGON NOTES: € 1/2" — 20 NC x 1/2" S.S. BOLT TOOTH" LOCK WASHERS SHALL LUG CLOSURE PLATE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE �P `QNEN A eg �� #4/0 53212 BE USED ON CONNECTIONS TO TO GROUND BAR DOWN TO ANTENNA GROUND BAR. Cq � �,f 9 ,; uo & NUT W/ LOCK WASHERS t 2 1. BUILDING STEEL AND 2. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE MISCELLANEOUS METALS. GROUND BAR USED. 3 #2 53207 1/4" — 20 NC x 1/2" S.S. 3. ATTACH "DO NOT DISCONNECT" LABELS TO GROUND BARS. CAN USE BRASS TAG "DO -- o BOLT & NUT W/ LOCK WASHERS - #4/0 AWG SOLID TINNED BCW NOT DISCONNECT" AT EACH COAX GROUND POINT OR BACK—A—LITE PLATE ON n {J i I .• as #6 53205 TO GROUND RING GROUND BAR. n C? o o M w Z o 4 GROUND LUG CONNECTION DETAIL 5 ICABLE GROUNDING DETAIL 6 GROUND BAR TO GROUND WIRE CONNECTION DETAIL �4 08606� wN a a SCALE:NTS SCALE:NTS SCALE:NTS R��ES S toNP E� is m Q� Stephen A. Bray H PROFESSIONAL ENGINEER wl z EXPIRATION DATE: 06/30/25 o h NY LICENSE:086064 419/24 PROJECT NUMBER 09 331.3111.AF8 0� i o SITE INFORMATION: 3 y 415 ELIJAH'S LANE " N MATTITUCK,NY 11952 o m SUFFOLK COUNTY RECEIVED FA#: 10075046 0l Y F. r pO _ — 2 DESIGN TYPE ti MAY 1 3 2024 CO-LOCATION e z z SHEET TITLE o'a SoutholcTTown ELECTRICAL& t= w Planning Board GROUNDING DETAILS r o SHEET NUMBER: REV.: a3 g� a E02 0 g rc 3� � 00 y :....: . . : . , AT&T w"! i.,;, kl� IF T �1- t y #` �c T „ E.} e.2 e ....t .A .. ....�' .. T 0 a F- w SSJB12 y�h s +1r Z� fi 00 �' 'G� } �'_ Q OG-U4T6 ISSUEU FOR AAB JR S— G PERMR FILPJG E. REVISION DRAWN CHKD. 0 1Es4t�e M as .. RE . DATE DESCRIPTION Y Y f. -f'L p B B N � 1 KMB .. ..a. :,.. ... - o€ _ DESIGN GROUP .. .. ':.. iV > 1800 ROUTE 34,SURE 209 c 'AALI,NJ 07719 x m (732)280.5623 o N.Y.CERTIFICATE OF AUTHORIZATION:081784 a3 OF NEIV cwioJ# .� Inw'''�`*' :",..am.:".- .aw; t'� "'' *' ".w'e8: .,u'�. 'z^=,. '.1 ., x•' :" "`•'i.", ,: ,.,�: -`."rs'.;- �,N m, ti' :,,.;,:'k7,r.e -, :' ,': -" %sue:.", -„1:+�';;:':;;, C� - 1,=`—"_.02 08 LLo � a 9 jo ..N.�mi'n •'%tt"S°ifr",y,". A"rnyGr� < .'�''�v,',:ro'�s h1,"��� �.s�'"� -:'Y.: - � � 6 �w c,yts"a.«J£'uw+�„',�'�.�r.Mr«,�t�;'a'�. 5-.me'ax, "'s..:�°a�;#o".zca:s.�,�.,p.:�a'�s�:,'a'.�.,::�'�.k'A+i;;�eY, r�:'.' *, � 'r,' s`. �r .� z�"n-:. ., �.. _ ,-., ia .;T ;us`"`rw,'x.d.^ ,•�m"', ,,,",v'�1.w'+iu'`'.+?i�'S' "'=;.r�'..-`+s �f ',',^.'.J.'$.� 't�`a�'.r,":;w,�.t':`+3:`a;a. *t '++.,''',> •",.$.s ',G�' `'^1° zir°'. Stephen A. Bray a Z PROFESSIONAL ENGINEER w z EXPIRATION DATE: 06/30/25 m1 *u NY LICENSE:086064 479l24 a: # PROJECT NUMBER: 331.3111.AF8 , o. ... 1; SI TE INFORMATION: � 9�M1� 15 ELIJAH'S LANE ❑w . . .: : ' r -' MATTITUCK,NY 11952 w SUFFOLK COUNTY <� Y FA#: 10075046 D ws �=S DESIGN TYPE: F F CO-LOCATION 2 w= �— UW .. : �'Cx '�H i, f°iiW. SHEET TITLE: ? ❑— ,s x„i1,„Ir!.d`�y, "T' vJs;:f+Jj�''*F.• ., MAY 13 2024 ANTENNA CABLING DIAGRAM ❑ " z� w3 w r ` (ALL SECTORS) LSouthold Town ':,�>,S`,a r `,s.;a',r`,. "r.`.,)?:ix q,fryi:$Wr'kt'!�'i'`.., F%t.. SHEET NUMBER: REV.: g ":•::.I.<4, :, r. ' a; Planning Board 03 nw E03 0 Z� 1 ANTENNA CABLING DIAGRAM (ALL SECTORS) 1 00 SCALE:NTS Y OFFICE LOCATION: ���� �� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 P (cor. Main Rd. &Youngs Ave.) � q Southold, NY b Telephone: 631 765-1938 * www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 10, 2024 Re: Planning Department Report Proposed New Cingular Wireless (AT&T) Upgrades @ Baxter Located at 415 Elijahs Lane, Mattituck SCTM#1000-108.4-11.3 Zoning District: LB The Planning Department has conducted a review of the proposed modifications referenced above pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report dated July 1, 2024.) The proposed AT&T equipment upgrade is in compliance with the General Requirements of§280-70. In addition, this proposed equipment upgrade complies with §280-71 (A)(2)(b) as it causes essentially no visible change to the exterior and the base station equipment conforms with §280-71(A)(2)(a)[2]. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock rules for approvals of modifications to wireless facilities. Laserfiche File: Planning Department\Applications\Site Plans (SP)\Pending\1000-108-4- 11.3 Wireless Facility at Baxter\Upgrades\1000-108.-4-11.3 Thank you for your cooperation. cc: Patrick O'Rourke, Centerline Cmmunications Town of Southold, New York CkyScagm C O N S U L T A N T S , I N C . Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 1, 2024 Mara Cerezo, Planner Town of Southold Annex Building 54375 Main Road Southold, NY 11971 PROVIDER/ID/NAME: AT&T/NYNYNY0228 /Mattituck TOWER OWNER/ID/NAME: Crown Castle /BU#843211/Mattituck ADDRESS: 415 Elijahs Lane, Mattituck, Suffolk County, NY 11952 LATITUDE: 40° 59' 57.79"N LONGITUDE: -72° 30' 40.17"W S C TM#: 1000-108.4-11.3 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of AT&T Mobility ("Applicant") to modify its equipment on an existing one hundred seven foot, six-inch (107' 6") monopole tower (115' 6" at top of highest appurtenance). The tower is owned by Crown Castle and located at 415 Elijahs Lane, Mattituck, Suffolk County,NY 11952, see Figure 1. Support Structure & Equipment Per the submitted construction drawings (CDs)' the Applicant proposes to remove one (1) antenna platform mount(Site Pro 1 #VFA 12-HD-NPNH), six(6) antennas and twelve (12)remote radio units (RRUs), relocate three (3) existing antennas to three (3) new antenna sector mounts and add nine (9) antennas, two (2) over-voltage protection (OVP) devices and twelve (12) remote radio head units (RRUs), as detailed in the table below. All work will be done at the ninety-eight (98) foot (centerline of the antennas) elevation of the tower,see Figures 2 and 3. TOWER MOUNTED EQUIPMENT # FINAL Configuration 12 Antennas: 3) Commscope NNH4-65A-R6H4; 3)Commscope NNHH-65A-R4; 3) Ericsson AIR 6419 13771); 3) Ericsson AIR 6419 B77G 12 RRUs: 3) Ericsson 4478 1314; 3) Ericsson 4490HP 135 1312A; 3) Ericsson 4890HP 132/13255 1366; 3) Ericsson RRUS 4415 B30 2 OVPs: Raycap DC6-48-60-18-8F 20 Cables: 12) 1-5/8"coax; 4)7/8" DC; 2)3/4" 18P Fiber; 2)#6 AWG DC I CDs prepared by KMB Design Group Rev 0,"Issued for Permit Filing"dated 04/09/24, signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-108.4-11.3 CKYSCape AT&T/NYNYNY0228 Page 2 C O N S U L T A N T S , I N C . Also proposed are the installation of two (2) #6 AWG DC cables to connect the tower mounted equipment to the ground equipment.All other ground work is minimal and any equipment connections will take place within existing cabinets in the existing lease area, see Figure 4. Structural Analysis The Applicant submitted a Structural Analysis Report prepared by Tower Engineering Professionals, dated April 4, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards and concluded,the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure rating is 91.8% out of an allowable 105%which is determined to be structurally compliant, see Figure 5. With new replacement antenna sector mounts to be installed on the tower, The Applicant submitted a Mount Structural Analysis Report prepared by KMB Design Group, dated March 21, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards and concluded the proposed antenna sector mounts have sufficient capacity to support the proposed equipment mounted to them with a maximum structural rating of 63.7%, see Figure 6. RF Exposure Safety To verify RF exposure safety, a Radio Frequency-Eletromagnetic Energy (RF-EME) Compliance Report,prepared by Centerline, dated June 12,2024 was submitted,see Figure 7. The report is an analysis of the predicted RF exposure levels of the existing providers on the tower. This analysis takes into account the RF effects of the Applicant's (AT&T) along with T-Mobile, Dish Wireless and Verizon Wireless showing existing antenna operations at the site.At street level, at the site,the maximum composite RF calculations are 9.87%of the FCC general population MPE limit which is well below the allowable limit for compliance. Summary-Approval Recommended Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and CityScape recommends approval of the application. Town of Southold—SCTM#1000-108.4-11.3 CKYSCape AT&T/NYNYNY0228 Page 3 C O N S U L T A N T S , I N C . I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, Cityscape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, Steve Webster Project Engineer CityScape Consultants, Inc. Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 4 C O N S U L T A N T S I N C . Suhru Wines Cutchogue Pa oar Meadowlark North Fork QNorth Fork Country Club Pellegr'ini Vineyards Q • 25 rQa Old Cove Yacht Club Inc New Sufto/k4ve tyew Sufto*Ave Matti tuck 2 o,kA E, New Suffolk Teledyne KEY MAP i 3 od e �Cd SITE LOCATION Ct Woodworking IInc Y Advance Auto Parts Auto parts store 11x17 SCALE:1"-200' 2036 SCALE:1" 100' Figure 1 — Site Location Maps Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 5 C O N S U L T A N T S I N C . PROPOSED AT&T ANTENNA PIPE MOUNTED TO NEW ANTENNA MOUNT (TYP OF 3.1 PER SECTOR) no EXISTING RELOCATED AT&T DCB COSTING RELOCATED AT&T ANTENNA PPE MOUNTED TO NEW ANTENNA MOUNT(TYP OF 3.1 PER SECTOR) i PROPOSED AT&T RRH PIPE MOUNTED TO NEW BACK TO BACK MOUNT(TIP OF 12.4 PER SECTOR) HPROPOSED AT&T(2)ANTENNAS(STACKED) PIPE MOUNTED TO NEW ANTENNA MOUNT (TYP OF 3.1 PER SECTOR) a EXISTING RFLOCAlEO AT&T DISH ANTENNA z JJ FS S FS < € PROPOSED AT&T(2)/S AWG DC POWER TRUNKS ROUTED INSIDE MONOPOLE TO u a < r m FOlOW-STING ti fl < m EXISTING AT&T(12)COAX AND(2)1BP FIBER w tl 4C TRUNK AND(4)OC POKER TRUNKS ROUTED IN i g C < INNERDVCTS ALONG EXISTNG PATH EXISTING MONOPOLE � u z $ W o •� EXISTING EQUIPMENT EXISTING AT&T CABLE BRIDGE Q, -I AREA(BY OTHERS) F N � EXISTING AT&T CPS ANTENNA EXISTING CABLE •I 11 BRIDGE(BY OTHERS) 8 EXISTING AT&7 EQUIPMENT EXISTNG EQUIPMENT SMELTER AREA(BY OTHERS) EXISTING EQUIPMENT AREA(BY OTHERS) EXISTING CSC CABINET GRADE D'-C-= Figure 2— Elevation Drawing of Structure Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 6 C O N S U L T A N T S I N C . ,�u'�" uw,NOAX,•smuclwu ....�� Si�iC�Pu uNiv5�i5�CT,�MI ET�OP A NK. •.� w p.:i�mEn�N i�r�xr.coxsrHucTwnauvlKsw�cx ��IBEncATEn play �,Jl ENSTPIc ATli ANTENNA PKOPOSID T!T AxiENNA ro PAro05ED �� EN,s 10 BE REPLACED�T1P Rjy EIVs11N�GB µ%CIOR) r-r �A:S:11SEN&9Y�SAW PMT K R¢PG1N Cr B.E PER SCRW) ( W �.USPNG BS ro I— EvSENG ATki pC5 TO OPOSEO ATkT SECTOR 9E RE40KD PRA1(LIE PRO t,NCpEI. COS}WG AT@T ANTENNA ��A i Brt"Ai2-Xp-NPNN As TO BE aELrCAIED(TT m'A3pIUM ExRrnuc ATkt DI]N Q 1�PER sEGrea) PROPOSE➢ATlT ETBLSSON AxIENNA r0 e[R¢OLATEO A M90 BS/11A RPX u A YWHI •A• AJ i Ox BALK ro BO!.—II f�' B� ENSTNc ATkr RPM ro A tF . ;fJ•�r`rA,1 (TTP OE 1.�PER%CTOR) 1 1�1 1� a%awP�KSEcrraLxr)a i � wyj• , i %crag A I I�, PXrnD®aAu NWx, Azuu IN DoM —A—ATlr HJ. DCB C ,�1, SECTOx B Ba �� - t50'AT111uM i �"- 1 PBOIosn R. . Encase 1 wze m NauX,m / � eA<sc m BAa NWxr ITw �_ �«xJ tsc Aa@nN EArsTMG NONOPOIE ''- WSlwc NOxrntTE REVII EOUPNEHT %RACK ` RL1011 C LT ' KR� 1 IR[Po49 Aili FACBBdI ABEO i)L'AIINUM Bt5/BBI RRX NOUMIFD M BACN �E � a' PROPOSYD ATBT fRILS50x G3 ��� ro BACK—.TITm Ci 3,1 RErt ' E�>nOML A—ANTExW. ANiS Bb PRN NWN1E0 ON YCTCBJ �/ ANE 10 BE xERLACCD BAcx TO A.MWxT(lTP OP 1.t FER YCldt) PaOPOEEp—T(2)ANTEiM,T$ ct (µ ACNFO)TO IB:PLACE E45M0 PgOPDSTC ATlT OC@ flCIOB c TdNA ITT Di], Ppe%Giat) sale)(T1T Cf a) ETO•@a1xEM \ -1 A I AOF]ATlT isECTdt7 AIO ANIFNiA E+tEW TONaMraCCUNGY�t 1 .WIBYMNCIWIAIBdMMIOxprt10R ANOCONE MI,IMMIWlAaK11N40O184Tv � FMc6FCBMYANi/IONIICNT60MMY1BSW HOPE I 1NANY.NdYKTAlOOPffWiCipNEtli{BNa,1,b CF PRVCBEDMA1COifD WYNB1111EABYBBWrPNW MMT x.WaMMTEORAMKKx ] IIL ANCkII@Y EOIXI@II YVSTE TBCLBVtEBpY � � NgBOMaLPPE0P 8EO10RfAME 1 •EXISTWO ANTENNA PLAN ALL SECTORB 1 •PROPOSED ANTENNA PLAN ALL SECTORS) I nmuuE:,r+ro wxrxB:,rn rr nvn uuE:,N••ry u:x wNE:lr•rr Figure 3 —Existing and Proposed Antenna Configuration Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 7 C O N S U L T A N T S I N C . EEI$TEiL ATbT Att E.RS ATk!METE4 EM$nNG ORE>ANEL � ENIs11NO oC SUB EMRMEG ACO EWPp fkIs11NG BATTEPi psfAWEci E%Is11NL NVAC UWi2(TYP)1'r� EkI3nI0 T. fNT1ERY P•cN (TIA)TO PEMUN E]ESTEIG iRANsiFR sMITOI EkSnxL AC PMEE EwsiMO 9lRGE ARiR:sNR F45nnG cPs ANTFrvNA EXrsnvc ArkT Ea1PNEvr vInTER E%64NL A.T RAM A-- 10 AEN� TNAINT&T 4cPA RAG .11 TD—.IEXISRNG•TkT LUCENT PXIpAER rLARiTTO RE4AIN.— CABMET TO REuuN EkisnNG ATkT PCAER�unT E4snn6•TkT U.BLE rcaTs w RENAN 1 —EXISTING EQUIPMENT PLAN I.nacRLe:EnE+rr EeaE EuuE:mrr ro—11 ENE.TNO 211 CONHRIEPS] EMISRNO ATiT YERP TOTAL I K EECUIREO�Iv CQNsfRRRS] ExismmG ATST Att TO M•ci Fasnnc v REcnilERs.10 EMSTMG UPE PAt{L TOTAL E 6 PEOupEU aRv RECTs1ERS N FMISRNG Dc SUR RBU Ax0��NOIFi MS (])EEsI BBU CARDS 1 INSTALL—(1)66iL SIZE cOX1RLLLEP \E(I)RI ONNRIFR K(t)M EAISRrvG$1,T A. EXISRNL BATiEAY psCONNECT IT f%SnNG MIAc owls<TP)�'�� EMI$nNL Aik!MlIERY PAG (Tiro)ro RENun rxsnRc nawsvl swTol ER TTAG A.PANEL EMSTWG S,IRLE ARPEGTDR EM Gss A ANTENNA E. ikT EOUtwENI EAISTNL A.T Rack 4WNlEG l0 PENAINT&T MLPA RAG .,1 TO RT Eusnxc AI.T LOCERT IXalI PL TAI 4u 1•t;N— I— ET TO RERUN FISTING ATAT PLYER PLANT .—I AThT CPpitt 10 REMAIN _ • JPROPOSED EQUIPMENT PLAN �T1fCLLE:NE+1'r EEX]L^^•A.Yk+E'-0' Figure 4—Existing and Proposed Ground Configuration Town of Southold-SCTM#1000-108.4-11.3 CkyScape AT&T/NYNYNY0228 Page 8 CON S U LTA N T S , I NC . Date: April 4,2024 Tower Engineering Professionals 326 Tryon Road Raleigh. NC 27603 (919)661-6351 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: NYNYNY0228 Site Name: Mattituck FA Number: 10075046 Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 2111277 Work Order Number: 2292649 Order Number: 666253 Rev.0 Engineering Firm Designation: TEP Project Number: 218919.944929 Site Data: 415 Elijahs Lane,Mattituck,Suffolk County,NY 11952 Latitude 401 59'57.79", Longitude-721 30'40.17" 107.5 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level.Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: VT/SW Nam, Respectfully submitted by: CO �pM H0�� Adam N. Howe, P.E. A 1069B9 SStoNP� 4-4-2024 Figure 5— Structural Analysis Cover Page Town of Southold-SCTM#1000-108.4-11.3 CKYSCape AT&T/NYNYNY0228 Page 9 C O N S U L T A N T S I N C . �KMB PASS A31GN GROUP March 21,2024 New Cingular Wireless PCS,LLC(d/b/a AT&T) 1425 US HWY 206,Suite#N2C04A Bedminster,NJ 07921 RE: Antenna Mount Analysis—Tower Mount Site Name: Mattituck FA Number: 10075046 IWM Number: WSNYJ0044971 Site Number: NYN1.'NY0228 Pace Number: MRNYJ042074 PTN Number: 2191A19YGJ Scope of Work: E-SWAP Site Address: 415 Elijah's Lane Mattituck,NY 11952,Suffolk County Latitude:N 401 59'58.1"(NAD 83)Longitude:W 72'30'40.2"(NAD 83) Mount: Site Prot VIA 12-HD-NPNH Sector Frame with dual tie-back,(3)2-1/2" diameter pipe masts and Sabre C 10899055 collar bracket EAM Number: 331.3111.AF8 AMA Result: 63.72%-Passing(New Mount) To Whom It May Concern: KMB Design Group was requested to submit this"Antenna Mount Analysis"to determine the structural integrity of the above-mentioned tower mounting assembly.The purpose of this analysis is to determine the suitability of the proposed mount with the final loading configuration as described in Table 2. This opinion is in accordance with the guidelines as stated in the ANSI/TIA-222-H Standard,AT&T-002- 291-397(V8)Guidelines and local code requirements based upon an ultimate 3-second gust wind speed of 128 mph without ice,50 mph with 1.0-inch ice thickness,and 60 mph under service loads using risk category H and exposure category C with a topographic factor,kZT,of 1.00. Based on the attached calculations showing a comparison of the loading,it is our opinion that the proposed mounting assembly is sufficient to support the equipment as shown in Table 2,based on the manufacturer specifications for engineering design. www.KMBDG.com 1800 Route 34,Suite 209♦Wall,NJ 07719 732.280.5623 Figure 6—Antenna Mount Structural Analysis Report Cover Page Town of Southold—SCTM#1000-108.4-11.3 CkyScape AT&T/NYNYNY0228 Page 10 C o N s u L T A N T s I N C . CENTERLINE 'hT-' -W Ilk* � "I� Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name MATTITUCK Site ID NYNYNY0228 Site Address 415 ELIJAH'S LANE,MATTITUCK,NY 11952 Latitude: 40.999472 Prepared for: Centerline on behalf of Longitude: -72.511167 AT&T ITSID: 5679 FA: 10075046 Report Date: June 12,2024 Centerline PN: Internal Pace ID: WSNYJ0044971 Report Writer: Katrina Styx Report Reviewer: Michael Fischer i� 6, q . .Q Statement of Compliance AT&T is compliant with FCC regulations. Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 11 Figure 7—RF Exposure Compliance Report Cover Page From: Cerezo, Mara Sent: Wednesday, July 3, 2024 3:41 PM To: Westermann, Caitlin Subject: FW: New Wireless Application -ATT Upgrades at Baxter Attachments: NY.Southold.ATT.415EIijahsLane.Mod.7.01.24.pdf F6 'E ED Incoming Mail. ULjj 2024 From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> outi:og''down Sent:Wednesday,July 3, 2024 8:17 AM -MA Plannin Board mµ To:Cerezo, Mara <marac@southoldtownny.gov> Cc: Lanza, Heather<heather.lanza@town.southo Id.ny.us>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us> Subject: Re: New Wireless Application-ATT Upgrades at Baxter Good morning, Attached please find CityScape's report for the AT&T 415 Elijahs Lane SCTM: 1000-108.-4-11.3 (aka Baxter). Please let us know if you have any questions. Have a great long weekend everybody! Best regards, Elizabeth Herington-Smith VP/General Manager Direct Line:561-541-3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-438-2851 Ext.102 From: "Cerezo, Mara <rnarac rDsouthr t w : .ggy> Date: Thursday, June 13, 2024 at 3:34 PM To: Elizabeth Herington-Smithr wo w< h e �' � � or > ril : !� I a c: _._. ..._ ..s> "Cummings Brian A." Cc: Lanza Heather <��.w . _.....�...�_. __.. tarvr� r�w�i!�ogwvi.ru uM. , < M N n n .a q.n �owr��wrai � r� s>, "Michaelis, Jessica" < gssi a mi haehs � gwn,southo„ld.n ,wus> Subject: RE: New Wireless Application -ATT Upgrades at Baxter Hi Elizabeth, The documents for this project have been rescanned at a higher resolution. However, I will reach out to the applicant and ask that they submit the site plan documents directly to you. Attached are the Mount Analysis and EME Report. With these items submitted, is the application now complete from the technical perspective? If so, please let us know when we can expect your report. Thank you for your time and attention! 1 All the best, Mara ---------------------------- K8araCereao, Planner Southold Town Planning Department S4375NYSRoute 25 P.O. Box 1I79 Southold, NY1l971 Phone: 631-765-1938 Email: From: Elizabeth Heringtnn'Snnith Sent: Monday,June 3, I0241O:O1AN1 To: [erezo, Mara � Cc: Lanza, Heather« � Cummings, Brian A. < Michaelis, > Subject: Re: New Wireless Application AlT Upgrades atBaxter Good morning, In going through the application from a technical perspective we are in need of an Antenna Mount Analysis and an EME report. We will also need higher resolution documents, so if you could have the applicant email those directly to us that would be great. Once given the go ahead we will review the documents thoroughly to write our report. Please let me know if you need anything else from usat this point.Thank you Best regards, Elizabeth HerUmgtmn'Smmith VP/General Manager Direct Line:Sbl-541'3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-*38'2851sm.102 From: //[ereZO, Mara" < > ��ate:Thursday, y�ay3O, ��24a13��7pK4 To: 'Susan RabO|d' < >, Elizabeth HerinQton-Snmith < > Cc: '/L@nrG, Heather" "[UO0O0iOgs, Brian A.n < "Michaelis, Jessica" � Subject: RE: New Wireless Application -ATTUpgrades at Baxter Good afternoon City5capeTeam, I'm reaching out to confirm that this review is your pipeline and that the June 5th deadline is feasible on your end. Please confirm. Thank you! 2 Best, Mara --------------------------- Mara Cerezo, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 araC sout-hA l-d1—to-w2--n n p g�yEmail: M. - From: Michaelis,Jessica <jgs ica,.mOia6s@p l,,qgt 19 0 s,:!5.> Sent: Friday, May 17, 2024 1:46 PM To: 'Susan Ra bold' M>; Elizabeth Herington-Smith<,e,l,iz,ab,e-t.ti,(DLi�y.,���qi� gov,.t"o.r,.ri.> Cc: Cerezo, Mara <,u arac so Fitt o1dtowr,nyppy>; Lanza, Heather<heattier y ny ,�a n.southc)1d. us>; Cummings, Brian A. Subject: New Wireless Application-ATT Upgrades at Baxter On May 13, 2024 Southold Town Planning Department received an application for AT&T upgrades (replacing existing antennas and related equipment with no increase in antenna height and no expansion of the base equipment area) at an existing Wireless communication site. Pursuant to §280-74(A)(4) of the Southold Town Code, the Planning Department is requesting a review and analysis of the materials submitted. We have received a check for$4,000 to cover the consulting fee, as required by Town Code§280-74A(4)(a). Please feel free to contact the applicant directly to request any missing items in their application. Please be sure to copy this department on any such requests (specifically ensure that Planner Mara Cerezo is copied). We require your completeness report no later than June 51h to allow us time to provide the applicant with an official determination of completeness from the Planning Department prior to the 30-day FCC deadline. Please provide an estimate for the cost of your consulting services to determine completeness and the substantive review. Should the Planning Board approve your estimate, a purchase order will be provided authorizing your work. In the 'interest of meeting the shot clock, please begin work on your review and analysis immediately. The file can be found by following this link: http/ 1 :rI d = o(pr,) (,nN n0iSouth Id Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:J cssi!�a—Nl 3 Town of Southold, New York CkyScagm C O N S U L T A N T S , I N C . Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 1, 2024 Mara Cerezo, Planner Town of Southold Annex Building 54375 Main Road Southold, NY 11971 PROVIDER/ID/NAME: AT&T/NYNYNY0228 /Mattituck TOWER OWNER/ID/NAME: Crown Castle /BU#843211/Mattituck ADDRESS: 415 Elijahs Lane, Mattituck, Suffolk County, NY 11952 LATITUDE: 40° 59' 57.79"N LONGITUDE: -72° 30' 40.17"W S C TM#: 1000-108.4-11.3 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of AT&T Mobility ("Applicant") to modify its equipment on an existing one hundred seven foot, six-inch (107' 6") monopole tower (115' 6" at top of highest appurtenance). The tower is owned by Crown Castle and located at 415 Elijahs Lane, Mattituck, Suffolk County,NY 11952, see Figure 1. Support Structure & Equipment Per the submitted construction drawings (CDs)' the Applicant proposes to remove one (1) antenna platform mount(Site Pro 1 #VFA 12-HD-NPNH), six(6) antennas and twelve (12)remote radio units (RRUs), relocate three (3) existing antennas to three (3) new antenna sector mounts and add nine (9) antennas, two (2) over-voltage protection (OVP) devices and twelve (12) remote radio head units (RRUs), as detailed in the table below. All work will be done at the ninety-eight (98) foot (centerline of the antennas) elevation of the tower,see Figures 2 and 3. TOWER MOUNTED EQUIPMENT # FINAL Configuration 12 Antennas: 3) Commscope NNH4-65A-R6H4; 3)Commscope NNHH-65A-R4; 3) Ericsson AIR 6419 13771); 3) Ericsson AIR 6419 B77G 12 RRUs: 3) Ericsson 4478 1314; 3) Ericsson 4490HP 135 1312A; 3) Ericsson 4890HP 132/13255 1366; 3) Ericsson RRUS 4415 B30 2 OVPs: Raycap DC6-48-60-18-8F 20 Cables: 12) 1-5/8"coax; 4)7/8" DC; 2)3/4" 18P Fiber; 2)#6 AWG DC I CDs prepared by KMB Design Group Rev 0,"Issued for Permit Filing"dated 04/09/24, signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-108.4-11.3 CKYSCape AT&T/NYNYNY0228 Page 2 C O N S U L T A N T S , I N C . Also proposed are the installation of two (2) #6 AWG DC cables to connect the tower mounted equipment to the ground equipment.All other ground work is minimal and any equipment connections will take place within existing cabinets in the existing lease area, see Figure 4. Structural Analysis The Applicant submitted a Structural Analysis Report prepared by Tower Engineering Professionals, dated April 4, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards and concluded,the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure rating is 91.8% out of an allowable 105%which is determined to be structurally compliant, see Figure 5. With new replacement antenna sector mounts to be installed on the tower, The Applicant submitted a Mount Structural Analysis Report prepared by KMB Design Group, dated March 21, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards and concluded the proposed antenna sector mounts have sufficient capacity to support the proposed equipment mounted to them with a maximum structural rating of 63.7%, see Figure 6. RF Exposure Safety To verify RF exposure safety, a Radio Frequency-Eletromagnetic Energy (RF-EME) Compliance Report,prepared by Centerline, dated June 12,2024 was submitted,see Figure 7. The report is an analysis of the predicted RF exposure levels of the existing providers on the tower. This analysis takes into account the RF effects of the Applicant's (AT&T) along with T-Mobile, Dish Wireless and Verizon Wireless showing existing antenna operations at the site.At street level, at the site,the maximum composite RF calculations are 9.87%of the FCC general population MPE limit which is well below the allowable limit for compliance. Summary-Approval Recommended Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and CityScape recommends approval of the application. Town of Southold—SCTM#1000-108.4-11.3 CKYSCape AT&T/NYNYNY0228 Page 3 C O N S U L T A N T S , I N C . I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, Cityscape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, Steve Webster Project Engineer CityScape Consultants, Inc. Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 4 C O N S U L T A N T S I N C . Suhru Wines Cutchogue Pa oar Meadowlark North Fork QNorth Fork Country Club Pellegr'ini Vineyards Q • 25 rQa Old Cove Yacht Club Inc New Sufto/k4ve tyew Sufto*Ave Matti tuck 2 o,kA E, New Suffolk Teledyne KEY MAP i 3 od e �Cd SITE LOCATION Ct Woodworking IInc Y Advance Auto Parts Auto parts store 11x17 SCALE:1"-200' 2036 SCALE:1" 100' Figure 1 — Site Location Maps Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 5 C O N S U L T A N T S I N C . PROPOSED AT&T ANTENNA PIPE MOUNTED TO NEW ANTENNA MOUNT (TYP OF 3.1 PER SECTOR) no EXISTING RELOCATED AT&T DCB COSTING RELOCATED AT&T ANTENNA PPE MOUNTED TO NEW ANTENNA MOUNT(TYP OF 3.1 PER SECTOR) i PROPOSED AT&T RRH PIPE MOUNTED TO NEW BACK TO BACK MOUNT(TIP OF 12.4 PER SECTOR) HPROPOSED AT&T(2)ANTENNAS(STACKED) PIPE MOUNTED TO NEW ANTENNA MOUNT (TYP OF 3.1 PER SECTOR) a EXISTING RFLOCAlEO AT&T DISH ANTENNA z JJ FS S FS < € PROPOSED AT&T(2)/S AWG DC POWER TRUNKS ROUTED INSIDE MONOPOLE TO u a < r m FOlOW-STING ti fl < m EXISTING AT&T(12)COAX AND(2)1BP FIBER w tl 4C TRUNK AND(4)OC POKER TRUNKS ROUTED IN i g C < INNERDVCTS ALONG EXISTNG PATH EXISTING MONOPOLE � u z $ W o •� EXISTING EQUIPMENT EXISTING AT&T CABLE BRIDGE Q, -I AREA(BY OTHERS) F N � EXISTING AT&T CPS ANTENNA EXISTING CABLE •I 11 BRIDGE(BY OTHERS) 8 EXISTING AT&7 EQUIPMENT EXISTNG EQUIPMENT SMELTER AREA(BY OTHERS) EXISTING EQUIPMENT AREA(BY OTHERS) EXISTING CSC CABINET GRADE D'-C-= Figure 2— Elevation Drawing of Structure Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 6 C O N S U L T A N T S I N C . ,�u'�" uw,NOAX,•smuclwu ....�� Si�iC�Pu uNiv5�i5�CT,�MI ET�OP A NK. •.� w p.:i�mEn�N i�r�xr.coxsrHucTwnauvlKsw�cx ��IBEncATEn play �,Jl ENSTPIc ATli ANTENNA PKOPOSID T!T AxiENNA ro PAro05ED �� EN,s 10 BE REPLACED�T1P Rjy EIVs11N�GB µ%CIOR) r-r �A:S:11SEN&9Y�SAW PMT K R¢PG1N Cr B.E PER SCRW) ( W �.USPNG BS ro I— EvSENG ATki pC5 TO OPOSEO ATkT SECTOR 9E RE40KD PRA1(LIE PRO t,NCpEI. 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ANiS Bb PRN NWN1E0 ON YCTCBJ �/ ANE 10 BE xERLACCD BAcx TO A.MWxT(lTP OP 1.t FER YCldt) PaOPOEEp—T(2)ANTEiM,T$ ct (µ ACNFO)TO IB:PLACE E45M0 PgOPDSTC ATlT OC@ flCIOB c TdNA ITT Di], Ppe%Giat) sale)(T1T Cf a) ETO•@a1xEM \ -1 A I AOF]ATlT isECTdt7 AIO ANIFNiA E+tEW TONaMraCCUNGY�t 1 .WIBYMNCIWIAIBdMMIOxprt10R ANOCONE MI,IMMIWlAaK11N40O184Tv � FMc6FCBMYANi/IONIICNT60MMY1BSW HOPE I 1NANY.NdYKTAlOOPffWiCipNEtli{BNa,1,b CF PRVCBEDMA1COifD WYNB1111EABYBBWrPNW MMT x.WaMMTEORAMKKx ] IIL ANCkII@Y EOIXI@II YVSTE TBCLBVtEBpY � � NgBOMaLPPE0P 8EO10RfAME 1 •EXISTWO ANTENNA PLAN ALL SECTORB 1 •PROPOSED ANTENNA PLAN ALL SECTORS) I nmuuE:,r+ro wxrxB:,rn rr nvn uuE:,N••ry u:x wNE:lr•rr Figure 3 —Existing and Proposed Antenna Configuration Town of Southold-SCTM#1000-108.4-11.3 cKyscape AT&T/NYNYNY0228 Page 7 C O N S U L T A N T S I N C . 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EXISRNL BATiEAY psCONNECT IT f%SnNG MIAc owls<TP)�'�� EMI$nNL Aik!MlIERY PAG (Tiro)ro RENun rxsnRc nawsvl swTol ER TTAG A.PANEL EMSTWG S,IRLE ARPEGTDR EM Gss A ANTENNA E. ikT EOUtwENI EAISTNL A.T Rack 4WNlEG l0 PENAINT&T MLPA RAG .,1 TO RT Eusnxc AI.T LOCERT IXalI PL TAI 4u 1•t;N— I— ET TO RERUN FISTING ATAT PLYER PLANT .—I AThT CPpitt 10 REMAIN _ • JPROPOSED EQUIPMENT PLAN �T1fCLLE:NE+1'r EEX]L^^•A.Yk+E'-0' Figure 4—Existing and Proposed Ground Configuration Town of Southold-SCTM#1000-108.4-11.3 CkyScape AT&T/NYNYNY0228 Page 8 CON S U LTA N T S , I NC . Date: April 4,2024 Tower Engineering Professionals 326 Tryon Road Raleigh. NC 27603 (919)661-6351 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: NYNYNY0228 Site Name: Mattituck FA Number: 10075046 Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 2111277 Work Order Number: 2292649 Order Number: 666253 Rev.0 Engineering Firm Designation: TEP Project Number: 218919.944929 Site Data: 415 Elijahs Lane,Mattituck,Suffolk County,NY 11952 Latitude 401 59'57.79", Longitude-721 30'40.17" 107.5 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level.Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: VT/SW Nam, Respectfully submitted by: CO �pM H0�� Adam N. Howe, P.E. A 1069B9 SStoNP� 4-4-2024 Figure 5— Structural Analysis Cover Page Town of Southold-SCTM#1000-108.4-11.3 CKYSCape AT&T/NYNYNY0228 Page 9 C O N S U L T A N T S I N C . �KMB PASS A31GN GROUP March 21,2024 New Cingular Wireless PCS,LLC(d/b/a AT&T) 1425 US HWY 206,Suite#N2C04A Bedminster,NJ 07921 RE: Antenna Mount Analysis—Tower Mount Site Name: Mattituck FA Number: 10075046 IWM Number: WSNYJ0044971 Site Number: NYN1.'NY0228 Pace Number: MRNYJ042074 PTN Number: 2191A19YGJ Scope of Work: E-SWAP Site Address: 415 Elijah's Lane Mattituck,NY 11952,Suffolk County Latitude:N 401 59'58.1"(NAD 83)Longitude:W 72'30'40.2"(NAD 83) Mount: Site Prot VIA 12-HD-NPNH Sector Frame with dual tie-back,(3)2-1/2" diameter pipe masts and Sabre C 10899055 collar bracket EAM Number: 331.3111.AF8 AMA Result: 63.72%-Passing(New Mount) To Whom It May Concern: KMB Design Group was requested to submit this"Antenna Mount Analysis"to determine the structural integrity of the above-mentioned tower mounting assembly.The purpose of this analysis is to determine the suitability of the proposed mount with the final loading configuration as described in Table 2. This opinion is in accordance with the guidelines as stated in the ANSI/TIA-222-H Standard,AT&T-002- 291-397(V8)Guidelines and local code requirements based upon an ultimate 3-second gust wind speed of 128 mph without ice,50 mph with 1.0-inch ice thickness,and 60 mph under service loads using risk category H and exposure category C with a topographic factor,kZT,of 1.00. Based on the attached calculations showing a comparison of the loading,it is our opinion that the proposed mounting assembly is sufficient to support the equipment as shown in Table 2,based on the manufacturer specifications for engineering design. www.KMBDG.com 1800 Route 34,Suite 209♦Wall,NJ 07719 732.280.5623 Figure 6—Antenna Mount Structural Analysis Report Cover Page Town of Southold—SCTM#1000-108.4-11.3 CkyScape AT&T/NYNYNY0228 Page 10 C o N s u L T A N T s I N C . CENTERLINE 'hT-' -W Ilk* � "I� Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name MATTITUCK Site ID NYNYNY0228 Site Address 415 ELIJAH'S LANE,MATTITUCK,NY 11952 Latitude: 40.999472 Prepared for: Centerline on behalf of Longitude: -72.511167 AT&T ITSID: 5679 FA: 10075046 Report Date: June 12,2024 Centerline PN: Internal Pace ID: WSNYJ0044971 Report Writer: Katrina Styx Report Reviewer: Michael Fischer i� 6, q . .Q Statement of Compliance AT&T is compliant with FCC regulations. Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 11 Figure 7—RF Exposure Compliance Report Cover Page OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex H- ��, „��"��° P.O. Box 1179 54375 State Route 25 d" Southold, NY 11971 � ^� �" � � a �� (cor. Main Rd. & Ave.)Youngs %�i �� % � Telephone: 631 765-1938 Southold, NY ' www.southoldtownny.gov e... e PLANNING BOARD OFFICE TOWN OF SOUTHOLD P B HL I MT, [iC-/ Mc_ June 3, 2024 RECEIVE Mr. Patrick O'Rourke JUN 2 0 2024 Centerline Communications LLC _0Uf66rd Town_ 5550 Merrick Road, Suite 302 planning Board Massapequa, NY 11758 _. Re: Notice of Incompleteness of Application Proposed New Cingular Wireless (AT&T) Upgrades @ Baxter Located at 415 Elijahs Lane, Mattituck SCTM#1000-108.-4-11.3 Zoning District: LB Dear Mr. O'Rourke: I am writing as a follow-up to the above-referenced application. There are several items missing from your submission materials. Before the Town's technical consultant can commence its full review, it is necessary to complete the application by submitting the following directly to this department: T 13 1 ',mm 1. Technical Items, as follows: (a Antenna Mount Analysis; mm° x copywArld del i j W b) EME Report. m V, fA 11 .. Please ensure all documents are high resolution to better facilitate review. High-resolution documents provide clarity and detail, making it easier to examine and evaluate the information accurately. Our technical consultant, CityScape Consultants, Inc., may reach out to you directly regarding this application. Should you have any inquiries about the application or its process, feel free to contact our office without hesitation. Kindly submit the necessary materials directly to the Planning Department at your earliest convenience. RespectfUlly, 1,�6m�'y �,Jvlz&0 Heather Lanza, AICP Planning Director cc: CityScape Consultants, Inc. Building Department From: Cerezo, Mara Sent: Thursday,June 13, 2024 3:11 PM To: Westermann, Caitlin Subject: FW: ATT Upgrades at Baxter, 415 Elijahs Lane, Mattituck,AT&T site 0228 Attachments: ATT Upgrades at Baxter Incompleteness.pdf; 10075048.DE125.240325.pdf; !9'v 6-F 10075046.5679.RFSSRP.06.12.2024_PE.pdf RECEIVED For Incoming Mail JIUN 13 Z024 From: Patrick O'Rourke<porourke@clinellc.com> lot. — O�• � �y�'.� Planning Board Sent:Thursday,June 13, 2024 12:49 PM To: Cerezo, Mara <marac@southoldtownny.gov>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us> Cc:Allison Conwell<aconwell@clinellc.com>;Victoria Brennan<vbrennan@clinellc.com> Subject: FW:ATT Upgrades at Baxter,415 Elijahs Lane, Mattituck,AT&T site 0228 Jessica, Attached is the requested Mount Analysis report and EME report. I will drop off hard copies to Town Hall next week. Call me with any questions. Thank you, i" 5515C M rlor;k MY 1.1 ''DC.4Ckk.+C"s;'iflll�"��4 ."�h"`�Rky From: Michaelis,Jessica .:n' c�:p:��f "�::r Sent: Monday,June 3, 2024 2:54 PM To: Patrick O'Rourke � unq. _w........__ Cc: Cerezo, Mara ov> Subject:ATT Upgrades at Baxter,415 Elijahs Lane, Mattituck Good Afternoon, Please see attached letter of incompleteness. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 T � CENTERLINE t Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name MATTITUCK Site ID NYNYNY0228 Site Address 415 ELIJAH'S LANE, MATTITUCK, NY 11952 Latitude: 40.999472 Prepared for: Centerline on behalf of Longitude: -72.511167 AT&T USID: 5679 FA: 10075046 Report Date: June 12, 2024 Centerline PN: Internal Pace ID: WSNYJ0044971 Report Writer: Katrina Styx Report Reviewer: Michael Fischer y, Statement of Compliance AT&T is compliant with FCC regulations. Centerline• 750 W Center Street•West Bridgewater•MA•02379 1 1 MATTITUCK i 5679 i 10075046 CENTERLINE TABLE OF CONTENTS 1.0 GENERAL SUMMARY.......................................................................................................................3 1.1 SITE SUMMARY.............................................................................................................................3 1.2 SITE MITIGATION.........................................................................................................................4 2.0 SITE SCALE MAP...............................................................................................................................5 3.0 ANTENNA INVENTORY ...................................................................................................................7 4.0 CALCULATED RF EXPOSURE LEVELS.....................................................................................11 5.0 RF EXPOSURE DIAGRAMS ........................................................................................................... 12 6.0 STATEMENT OF COMPLIANCE..................................................................................................18 6.1 RECOMMENDATIONS................................................................................................................18 APPENDIX A: AT&T RF SIGNAGE .................................................................................................... 19 APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS.............................20 APPENDIX C: CALCULATION METHODOLOGY..........................................................................22 APPENDIX D: CERTIFICATIONS.......................................................................................................23 APPENDIX E: PROPRIETARY STATEMENT...................................................................................24 Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 12 MATTITUCK /5679/ 10075046 CENTERLINE 1.0 GENERAL SUMMARY Centerline has been contracted to provide a Radio Frequency(RF)Analysis for the following AT&T monopole facility to determine whether the facility is in compliance with federal standards and regulations regarding RF emissions. This analysis includes theoretical emissions calculations for all equipment for AT&T. 1.1 SITE SUMMARY Analysis Site Data Site USID: 5679 Site FA#: 10075046 Site Name: MATTITUCK Site Address: 415 ELIJAH'S LANE,MATTITUCK, NY 11952 Site Latitude: 40.999472 Site Longitude: -72.511167 Facility Type: Monopole Compliance Summary Compliance Status: Compliant Maximum Calculated AT&T MPE Level on Site 3.47% (General Population Limit): Maximum Calculated Composite MPE Level on Site o 13.69/o (General Population Limit): Maximum Calculated AT&T MPE Level at Ground 3.28% (General Population Limit): Maximum Calculated Composite MPE Level at Ground o 9.87/o (General Population Limit): Site Data Information CD: 10075046_331.3111.AF8 CD RevO 04.09.24.pdf RFDS: 10075046.DE 113.240408.pdf Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 3 MATUTUCK i 5679 i 10075046 CENTERLINE 1.2 SITE MITIGATION Signage and barriers are the primary means of mitigating accessible areas of exposure. Below is a summary of existing and recommended signage at this AT&T facility. Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Monopole Base 0 0 0 0 0 0 0 0 0 0 Recommended Signage and Barriers AT&T Sectors —Actions that MUST be Taken Location Notice 2 Caution 2 Caution 2B Caution 2C Warning 2 Barriers Monopole Base 0 0 1 0 0 0 Final Compliant Configuration(AT&T Sectors)—All Mitigation Items that MUST be in Place Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Monopole Base 0 0 0 0 0 1 0 0 0 0 AT&T Policy Items: Monopole Base: • Install(1) Caution 2B sign per AT&T policy. Centerline• 750 W Center Street•West Bridgewater•MA• 02379 Page 14 MATTITUCK /5679/ 10075046 CENTERLINE 2.0 SITE SCALE MAP Overview Grid size: 10' INFO-IOn ACAUTION FQ'J I PMENT SHE_TER=10' _ (0�)) � ADJACENT BLDG=23' inroaM�aoN ��•�•-•••-••„• INFO 1 Caution 2 ® �ACAUTIOfl LOWER ROOF=15' - AT&T Alpha __ - •� 7ion .. Notice 1 Caution 213 - — AT&T Gamma ACAUTION _Grou �00)\ _ Notice 2 Caution 2C AT&T Beta CAUTION AWARNING MONOPOLE=10T � � EQUIP MENTSHELTER=10' R Caution 1 Warning g~µ2 Existing Barrier Proposed Barrier Items to be Existing E '•X Signage/Mitigation Plan removed Sign Proposed Sign MATTITUCK/ 10075046 Centerline • 750 W Center Street R West Bridgewater R MA R 02379 Page 15 111111111s111/1i�i111�i�'�111/11�111/1i�11�1 ♦1111111111�1111/♦111111111111111�11� .. ♦1i111/111'111111♦ 11♦ '��► 11♦ 11y ♦11111111�,111111111/11111/1,�1111111 .11 . � i111111/111 111111111/11 1i1111/111/1 1i1/11 Si11♦11� �♦1i11/1♦ 1♦ 111 11♦ 1111i1♦ 1/1/111111.1111� �i1/1111111/1 .• 111�111i111111i111111i 1 111i 1i1111 1 111/1/i�1i1 ai�1 111i1 1111 1 1i11/1111 1"1�11�1 1�11�1R11111�y'���1�1�1j I11�1��1�111�11�1�i�a'��11+ .. ♦1111i1��y�1�11111111111111111�11/1/1�1:11,�:1111:1:11� �10111111111111�.11/111:111111±1/11�1�1111:111/11:1�is�1:1:�y ♦`►1.11/11111�111111�1�11/111��y11111�11111±� �1r�y�11�1�1/1111y11111�1111/1�1:11111�11nm111 11�1t�1� ..1/1 ..1�1�i,11i/1111i1111� �1111�1.�1111111y�►1/i111111111/1111111/11111111�1111d111111 1 1�1♦ 11♦ 1i �♦ 11♦ 11♦ 11♦ ♦11 ♦11 ♦♦ 11 11♦ 11�11�1� �1�►�1�1�11�1�1�1��i�1�11�'��1�11�1�1�1i�1�1�11�1�1�11�1�1�1 NOTICE � !y 1 ' i MATTITUCK i 5679 i 10075046 _ CENTERLINE 3.0 ANTENNA INVENTORY Antenna Antenna System/Freq TPO Total ERP Mech.Tilt Elec.Tilt Antenna ANT ID Operator Manufacturer Antenna Model MHz Watts Gain(dBd) watts Azimuth(°) Len th rt. Centerline IL ( ) ) (Watts) (° (°) g- C. ) Height 1 AT&T CommScope NNHH-65A-R4 LTE 700 60 11.25 800.11 30 0 2 to 16 4.59 98 1 AT&T CommScope NNHH-65A-R4 LTE 850 60 11.75 897.74 30 0 2 to 16 4.59 98 1 AT&T CommScope NNHH-65A-R4 WCS 2300 75 16.15 3090.73 30 0 2 to 12 4.59 98 2 AT&T Ericsson AIR 6419 B77G DoD 3450 67.78 23.05 13680.49 30 0 6 2.35 99.84 3 AT&T Ericsson AIR 6419 B77D C-Band 3700 67.78 23.55 15349.76 30 0 6 2.35 96.16 4 AT&T CommScope NNH4-6.5A-R6H4 LTE 700 60 11.0.5 764.1 30 0 2 to 16 4.92 98 4 AT&T CommScope NNH4-6.5A-R6H4 LTE 1900 120 14.8.5 366.5.91 30 0 2 to 12 4.92 98 4 AT&T CommScope NNH4-65A-R6H4 LTE 2100 120 15.45 4209.02 30 0 2 to 12 4.92 98 5 AT&T CommScope NNHH-65A-R4 LTE 700 60 11.25 800.11 150 0 2 to 16 4.59 98 5 AT&T CommScope NNHH-65A-R4 LTE 850 60 11.75 897.74 150 0 2 to 16 4.59 98 5 AT&T CommScope NNHH-65A-R4 WCS 2300 75 16.15 3090.73 150 0 2 to 12 4.59 98 6 AT&T Ericsson AIR 6419 B77G DoD 3450 67.78 23.05 13680.49 150 0 6 2.35 99.84 7 AT&T Ericsson AIR 6419 B77D C-Band 3700 67.78 23.55 15349.76 150 0 6 2.35 96.16 8 AT&T CommScope NNH4-6.5A-R6H4 LTE 700 60 11.05 764.1 150 0 2 to 16 4.92 98 8 AT&T CommScope NNH4-6.5A-R6H4 LTE 1900 120 14.8.5 366.5.91 150 0 2 to 12 4.92 98 8 AT&T CommScope NNH4-65A-R6H4 LTE 2100 120 15.4.5 4209.02 150 0 2 to 12 4.92 98 9 AT&T CommScope NNHH-65A-R4 LTE 700 60 11.25 800.11 270 0 2 to 16 4.59 98 9 AT&T CommScope NNHH-65A-R4 LTE 850 60 11.75 897.74 270 0 2 to 16 4.59 98 9 AT&T CommScope NNHH-65A-R4 WCS 2300 75 16.15 3090.73 270 0 2 to 12 4.59 98 Centerline • 750 W Center Street•West Bridgewater•MA•02379 Page 17 MATTITUCK i 5679 i 10075046 _ CENTERLINE Antenna Antenna System/Freq TPO Total ERP Mech.Tilt Elec.Tilt Antenna ANT ID Operator Manufacturer MHz Antenna Model ) (Watts) Gain(dBd) (Watts) Azimuth(°) 0 0 Length ft( .) Centerline Height 10 AT&T Ericsson AIR 6419 B77G DoD 3450 67.78 23.05 13680.49 270 0 6 2.35 99.84 11 AT&T Ericsson AIR 6419 B77D C-Band 3700 67.78 23.55 15349.76 270 0 6 2.35 96.16 12 AT&T Commscope NNH4-65A-R6H4 LTE 700 60 11.05 764.1 270 0 2 to 16 4.92 98 12 AT&T Commscope NNH4-65A-R6H4 LTE 1900 120 14.85 3665.91 270 0 2 to 12 4.92 98 12 AT&T Commscope NNH4-65A-R6H4 LTE 2100 120 15.45 4209.02 270 0 2 to 12 4.92 98 13 T-Mobile RFS APXVLLI9P 43-C-A20 LTE 1900 320 17.25 16988.3 30 0 2 6.32 108 13 T-Mobile RFS APXVLLI9P 43-C-A20 LTE 2100 240 17.25 12741.23 30 0 2 6.32 108 14 T-Mobile Ericsson AIR 6419 B41 2500 240 22.35 41229.8 30 0 6 2.83 108 15 T-Mobile RFS APXVAALL24 43-U-NA20 LTE 700 80 13.85 1941.29 30 0 2 7.99 108 15 T-Mobile RFS APXVAALL24 43-U-NA20 LTE 600 240 13.65 5561.75 30 0 2 7.99 108 16 T-Mobile RFS APXVLLI9P 43-C-A20 LTE 1900 320 17.25 16988.3 150 0 2 6.32 108 16 T-Mobile RFS APXVLLI9P 43-C-A20 LTE 2100 240 17.25 12741.23 150 0 2 6.32 108 17 T-Mobile Ericsson AIR 6419 B41 2500 240 22.35 41229.8 150 0 6 2.83 108 18 T-Mobile RFS APXVAALL24 43-U-NA20 LTE 700 80 13.85 1941.29 150 0 2 7.99 108 18 T-Mobile RFS APXVAALL24 43-U-NA20 LTE 600 240 13.65 5561.75 150 0 2 7.99 108 19 T-Mobile RFS APXVLLI9P 43-C-A20 LTE 1900 320 17.25 16988.3 270 0 2 6.32 108 19 T-Mobile RFS APXVLLI9P 43-C-A20 LTE 2100 240 17.25 12741.23 270 0 2 6.32 108 20 T-Mobile Ericsson AIR 6419 B41 2500 240 22.35 41229.8 270 0 6 2.83 108 21 T-Mobile RFS APXVAALL24 43-U-NA20 LTE 700 80 13.85 1941.29 270 0 2 7.99 108 21 T-Mobile RFS APXVAALL24 43-U-NA20 LTE 600 240 13.65 5561.75 270 0 2 7.99 108 Centerline • 750 W Center Street•West Bridgewater•MA•02379 Page 18 MATT1TUCK i 5679 i 10075046 _ CENTERLINE Antenna Antenna System/Freq TPO Total ERP Mech.Tilt Elec.Tilt Antenna ANT ID Operator Manuf nteuua Model (MHz) (Watts) Gain(dBd) (Watts) Azimuth C) (o) (o) Length(ft.) Centerline Height 22 Dish JMA Wireless MX08FR0665-21 LTE 700 120 12.65 2208.93 30 0 2 6 88 22 Dish JMA Wireless MX08FR0665-21 LTE 1900 160 16.65 7398.1 30 0 2 6 88 22 Dish JMA Wireless MX08FR0665-21 LTE 2100 160 16.65 7398.1 30 0 2 6 88 23 Dish JMA Wireless MX08FR0665-21 LTE 700 120 12.65 2208.93 150 0 2 6 88 23 Dish JMA Wireless MX08FR0665-21 LTE 1900 160 16.65 7398.1 150 0 2 6 88 23 Dish JMA Wireless MX08FR0665-21 LTE 2100 160 16.65 7398.1 150 0 2 6 88 24 Dish JMA Wireless MX08FR0665-21 LTE 700 120 12.65 2208.93 270 0 2 6 88 24 Dish JMA Wireless MX08FRO665-21 LTE 1900 160 16.65 7398.1 270 0 2 6 88 24 Dish JMA Wireless MX08FR0665-21 LTE 2100 160 16.65 7398.1 270 0 2 6 88 25 Verizon CommScope NHH-6513-11213 LTE 700 80 12.75 1506.92 30 0 0 6 78 Wireless 25 Verizon CommScope NHH-6513-R213 LTE 850 80 12.85 1542.02 30 0 0 6 78 Wireless 25 Verizon CommScope NHH-6513-R213 LTE 1900 160 16.25 6747.14 30 0 0 6 78 Wireless 26 Verizon CommScope NHH-6513-R213 LTE 700 80 12.75 1506.92 30 0 0 6 78 Wireless 26 Verizon CommScope NHH-65B-R2B LTE 850 80 12.85 1542.02 30 U U 6 78 Wireless 26 Verizon CommScope NHH-6513-11213 LTE 2100 160 16.25 6747.14 30 0 0 6 78 Wireless 27 Verizon Samsung MT6407 C-Band 3700 200 23.3.5 432.54.37 30 0 -3 to 10 2.92 78 Wireless 28 Verizon Samsung XXDWMM-12.5-65-8T CBRS 3600 20 10.85 243.24 30 0 8 1.03 78 Wireless 29 Verizon CommScope NHH-6513-R213 LTE 700 80 12.75 1506.92 150 0 0 6 78 Wireless 29 Verizon CommScope NHH-6513-R213 LTE 850 80 12.85 1542.02 150 0 0 6 78 Wireless 29 Verizon CommScope NHH-6513-R213 LTE 1900 160 16.25 6747.14 150 0 0 6 78 Wireless Centerline • 750 W Center Street•West Bridgewater•MA•02379 Page 19 MATTITUCK i 5679 i 10075046 _ CENTERLINE Antenna Antenna System/Freq TPO Total ERP Mech.Tilt Elec.Tilt Antenna ANT ID Operator Antenna Model Gain(dBd) Azimuth(°) Centerline Manufacturer (MHz) (Watts) (Watts) (°) (°) Length(ft.) Height 30 Verizon CommScope NHH-6513-R213 LTE 700 80 12.75 1506.92 150 0 0 6 78 Wireless 30 Verizon CommScope NHH-65B-R2B LTE 850 80 12.85 1542.02 150 0 0 6 78 Wireless 30 Verizon CommScope NHH-6513-R213 LTE 2100 160 16.25 6747.14 150 0 0 6 78 Wireless 31 Verizon Samsung MT6407 C-Band 3700 200 23.35 43254.37 150 0 -3 to 10 2.92 78 Wireless 32 Verizon Samsung XXDWMM-12.5-65-8T CBRS 3600 20 10.85 243.24 150 0 8 1.03 78 Wireless 33 Verizon CommScope NHH-6513-R213 LTE 700 80 12.75 1506.92 270 0 0 6 78 Wireless 33 Verizon CommScope NHH-6513-R213 LTE 850 80 12.85 1542.02 270 0 0 6 78 Wireless 33 Verizon CommScope NHH-6513-R213 LTE 1900 160 16.25 6747.14 270 0 0 6 78 Wireless 34 Verizon CommScope NHH-65B-R2B LTE 700 80 12.75 1506.92 270 0 0 6 78 Wireless 34 Verizon CommScope NHH-65B-R2B LTE 850 80 12.85 1542.02 270 0 0 6 78 Wireless 34 Verizon CommScope NHH-6513-R213 LTE 2100 160 16.25 6747.14 270 0 0 6 78 Wireless 35 Verizon Samsung MT6407 C-Band 3700 200 23.35 43254.37 270 0 -3 to 10 2.92 78 Wireless 36 Verizon Samsung XXDWMM-12.5-65-8T CBRS 3600 20 10.85 243.24 270 0 8 1.03 78 Wireless 37 AT&T Generic 60cm Dish 18000 0.1 38 630.96 300 0 0 1.97 92 38 Unknown Generic Omni 1900 LTE 1900 20 11.95 313.35 0 0 0 4.3 50 39 Unknown Generic Omni 1900 LTE 1900 20 11.95 313.35 0 0 0 4.3 50 Note: Z Value represents the centerline height of the antenna above ground 75%duty cycle is assumed for all AT&T antennas AIR6419 antennas were calculated using AT&T's preferred conservative power reduction factor of 0.32 Centerline • 750 W Center Street•West Bridgewater•MA•02379 P a g e 110 MATTITUCK i 5679 i 10075046 CENTERLINE 4.0 CALCULATED RF EXPOSURE LEVELS Calculations performed based upon the data listed for this facility have produced the results that are shown below: Maximum Calculated AT&T MPE Level on Site: % of MPE Limit: Accessible General Population MPE Limits: 3.47% Accessible Occupational MPE Limits: 0.69% Maximum Calculated Composite MPE Level o e: % of MPE Limit: Accessible General Population MPE Limits: 13.69% Accessible Occupational MPE Limits: 2.74% Maximum Calculated AT&T Ground Level MPE: % of MPE Limit: Accessible General Population MPE Limits: 3.28% Accessible Occupational MPE Limits: 0.66% Maximum Calculated Composite Ground Level MPE: % of MPE Limit: Accessible General Population MPE Limits: 9.87% Accessible Occupational MPE Limits: 1.97% Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 111 MATTITUCK i 5679 i 10075046 IFE CENTERLINE 5.0 RF EXPOSURE DIAGRAMS Site Overview i 7SEQUIPMENT SHELTER=10' ADJACENT BLDG=23' 'A LOWER ROOF=19 / AT&T Alpha A -71 AT&T Gamma L Gt nd T-i AT&T Bet 11 a MONOPOLE=10T EQUIPMENT SHELTER=10' ADJACENT BLDG=15 k of zcC ET P iblic - 5 00 + — — F�, IUU o _ - % Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 112 MATTITUCK i 5679 i 10075046 _ CENTERLINE ipaa Sector Detail Vie® MONOPOLE=107' 15 13 14 TMO 4 2 1 AT&T Alpha 3 22 DISH Environm tal slice %of FCC OE Public ■ 5000 0 28 27 26 25 500%-5000 100%-500% VZW 5 °k r L 0% 5% Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 13 i MATTITUCK i 5679 i 10075046 CENTERLINE Beta Sector Detail View MONOPOLE=10r `�®y 3 IF 18 16 17 TMO 8 6 5 AT&T Beta 23 _ i i �' � �- - �✓ '1 ��� DISH � __ .� r Environmentatslioe / 30 %of FCC OET 65 Pytalfc' ,% 31 . 29 - \� 000%+ /�_� 32 500%500f)0/a '/ vZW ' 100 01 oyo -1 0%-5% Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 14 MATUTUCK i 5679 i 10075046 _ CENTERLINE Gamma Sector Detail View MONOPOLE=10T © J _I 21 20 19 TMO 12 10 9 ATBT Gamma 37 11 24 DISH Environmental slice 34 33 of FCC OET 65 Public NZW 35 50 0 36 Fj 500%-5000% 100%-500 \\ 0%-5% Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 15 i MATTITUCK i 5679 i 10075046 _ CENTERLINE Antenna Level View(98 ft.Centerline)AT&T Only - EQUIPMENT SHELTER=10' ADJACENT BLDG=23' LOWER ROOF=15 AT&T Alpha AT&T Gamma - - Grau r AT&T Beta Environmental slice MONOPOLE=10T %of FCC OET 65 Public _ EQUIPMENTSHELTER=10' 5000%+ 500%-5000% 100%-500% 5%-100% 0%-5% Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 16 MATTITUCK i 5679 i 10075046 _ CENTERLINE Elevation View(Composite) I TM ISH Vz" ADJACEN BL =23' Lobe Key (GP Limits) ❑0%-100% LI 100%-500% ❑500%-5000% ■5000%+ Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 17 MATTITUCK i 5679 i 10075046 CENTERLINE 6.0 STATEMENT OF COMPLIANCE Centerline conducted worst case modeling to determine whether the subject facility is in compliance with FCC regulations. Based on the information analyzed, AT&T is compliant with FCC regulations. Signage has been recommended for compliance with AT&T internal policy. 6.1 RECOMMENDATIONS Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Monopole Base 0 0 0 0 0 0 0 0 0 0 Recommended Signage and Barriers(AT&T Sectors)—Actions that MUST be Taken Location Notice 2 Caution 2 Caution 2B Caution 2C Warning 2 Barriers Monopole Base 0 0 l 0 0 0 Final Compliant Configuration(AT&T Sectors)—All Mitigation Items that MUST be in Place Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Monopole Base 0 0 0 0 0 1 0 0 0 0 AT&T Policy Items: Monopole Base: • Install(1) Caution.2B sign per AT&T policy. Centerline• 750 W Center Street•West Bridgewater•MA•02379 18 MATTITUCK i 5679 i 10075046 CENTERLINE APPENDIX A: AT&T RF SIGNAGE Sign Description Sign Description - Information I Sign Gives guidelines on how to ACAUTION Caution 2C Sign --� (���>>) Gives specific information on how to proceed and who to contact — A3°a°,amm„'Alaa"e proceed and who to contact regarding regarding areas that may exceed antennas that are facade mounted, -— either the FCC's General concealed or on stand-alone Population or Occupational °°°°i16iitA00.63&3811opiw°° °' n Mbw lM1e�inal�allmmpd°rlo pedaminR emissions limits. �--- structures. Blue Notice 1 Sign Blue Notice 2 Sign Used to alert individuals that they • Used to alert individuals that they are are entering an area that may C exceed the FCC's General entering an area that may exceed the �A� FCC's General Population emissions Population emissions limit.Must M1�°R°°•,�°�°°°•,all^=�� BeeonAThla PaloA eeyamYn,arolnt n°aemin•.ymatta limits. To be used on barriers or y<°.. wasmad"3aga"amRlAam�m.,<Aa� mdeu�g ma rea v6e<3eF be positioned such that persons �AeR((Amera p.p°"�"spa°akroAa antenna sectors as a hybrid of the E.rtuALINC:My'6f[eM NlFti em^onmem. approaching from any angle have (m4mRA1 63AAett°plw"9aa 3, w m ponrc bea wmnm,i lm",pammamgaq Information 1 and Blue Notice I ea�ap."arorvmepam. ample warning to avoid the "va„ ,..,.,•,� signs. marked areas. Yellow Caution 1 Sign- CAUTION Rooftop Yellow Caution 2 Sign- Used to inform individuals that ACAUTION Rooftop they are entering an area that Used to alert individuals that they are may exceed the FCC's ,,,,° � entering an area that may exceed the AeY°ndlMi Polne ryu aremlennq ma�a Bw>audOa3s1•ukRRRy.a - Occupational emissions limit. °^^a,mn e^°'^" FCC's Occupational emissions limit. erraane.<a�wn�m<.wna. p�.Imnta was^A"," o��; Must be positioned such that To be used on barriers or antenna f"mas�AIAI m M0638-IDU°piwn9am 3. persons approaching from any �9 m;Meo^�,nYo: """"' sectors as a hybrid of the Information angle have ample warning to I and Yellow Caution 1 signs. avoid the marked areas. Yellow Caution 2B Sign- Warning 2 Sign ACAUTION Tower �WARNIN' Used to inform individuals that they Used to inform individuals that are entering an area that may exceed (�,>) they are entering an area that the FCC's Occupational emissions °"'Af60Weo may exceed the FCC's limit by a factor of 10 or greater. Ai&Ropae3manlmrasa�iM1is slit. padl,d thy FCC Add:llWa^eammms ft,MFlia34iney°uaemrednganarea AmAemNlAe F(COaopatianal&pauakimda w^eremdl6*< 1y(RF)ft sortedth, Must be positioned such that persons (o^IaRA1ALtMb63&3833,optlm 9 aM3,a^d Occupational emissions limits. pao((upad°^m Frpmurettmds p p hlbw RM1eiiim 1pil FIN alarm pel malmenanttarcain beyond lM1ls palm. idlurerorolbwsah"guidNinesMwaldng Po,ro""m°IlmClaytMaiax ra^°md^<3om d Must be placed at the base of the approaching from any angle have krwo�kingin(den"mnmemsantl urea penanal (ontatt Ai&iatAW638-3811,aption9and 3, RRm°nliapwmkingneaamlvemhnms. diryueslmaubmepdaropmaedinq ample warning to avoid the marked Eeyontl NlApoint - - tower to warn tower climbers of P g potential for exposure. areas. Centerline•750 W Center Street•West Bridgewater•MA•02379 P a g e 119 MATTITUCK /5679/ 10075046 CENTERLINE APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS All information used in this report was analyzed as a percentage of the Maximum Permissible Exposure (%MPE)limits as detailed in 47 CFR § 1.13 10 as well as Federal Communications Commission(FCC) OET Bulletin 65 Edition 97-01. The FCC MPE limits are typically expressed in units of milliwatts per square centimeter(mW/cm') or microwatts per square centimeter(µW/cm'). The exposure limits vary depending upon the frequencies being utilized. The General Population/Uncontrolled MPE limit(in mW/cm')for frequencies between 300 and 1500 is defined as frequency(in MHz)divided by 1500 (fMxz/1500).Frequencies between 1500 and 100,000 MHz have a General Population/Uncontrolled MPE limit of 1 mW/cm' (1000 µW/cm'). The calculated power density at each sample point divided by the limit at each calculated frequency provides a result in%MPE. Summing the calculated%MPE from all contributors provides a cumulative%MPE at a particular sample point. Because exposure limits may vary for each frequency band, it is necessary to report%MPE rather than power density. All results were compared to the FCC radio frequency exposure rules as detailed in 47 CFR § 1.1307(b) to determine compliance with the MPE limits for General Population/Uncontrolled environments as defined below. General population/uncontrolled exposure limits apply to situations in which the general population may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general population would always be considered under this category when exposure is not employment related,for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits, as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. Additional details can be found in FCC OET 65, The FCC mandates that if a site is found to be out of compliance with regard to exposure, any system operator contributing 5%or more to areas exceeding the FCC's allowable limits will be responsible for bringing the site into compliance. Additional details can be found in FCC OET 65. Centerline•750 W Center Street•West Bridgewater•MA•02379 P a g e 120 i MATTITUCK i 5679 i 10075046 CENTERLINE Limits for Maximum Permissible Exposure(MPE) (A)Limits for Occupational/Controlled Exposure Electric Field Strength Magnetic Field Strength Power DensityAveraging Time Frequency Range (E) (H) O E H h 1' or S (MHz) (mW/cmt) (V/m) (A/m) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f)* 6 30-300 61.4 0.163 1.0 6 300-1,500 -- -- f/300 6 1,500-100,000 5 6 (13)Limits for General Population/Uncontrolled Exposure Electric Field Strength Magnetic Field Strength Power Averaging Time Frequency Range Density O z (MHz) (mW/cmt) (V/m) (A/m) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f�)* 30 30-300 27.5 0.073 0.2 30 300-1,500 -- -- 1%1,500 30 1,500-100,000 1.0 30 f—Frequency in(MHz) *Ptane-wave equivalent power density Figure 1. FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density 1,000 Occupa6onal/Controf ed Exposure ---- General Population/Unconlrolled Exposure 100 10 0.2 0.1 0.03 0.3r 3 30 300 3,000 30,000 1300,000 1.34 1,500 100,000 Frequency(MHz) Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 121 MATTITUCK l 5679/ 10075046 CENTERLINE APPENDIX C: CALCULATION METHODOLOGY IXUS electromagnetic energy(EME) calculation software was used to assess all RF field levels presented in this study. IXUS software uses a fast and accurate EME calculation tool that allows for the determination of RF field strength in the vicinity of radio communication base stations and transmitters. At its core,the IXUS EME calculation module implements evaluation techniques detailed in the ITU-T K.61, CENELEC EN 50383, and IEC 62232 specifications and referenced in C95.3 IEEE Recommended Practice for Measurements and Computations of Electric, Magnetic, and Electromagnetic Fields with Respect to Human Exposure to Such Fields, 0 Hz to 300 GHz. The EME calculation result at any point in 31) space is achieved via a synthetic ray tracing technique, a conservative cylindrical envelope method, or through full-wave electromagnetic simulation. The ray tracing method is an advanced computation method described in IEC 622322 where the power is summed from elemental sources representing the individual components of the antenna which are selected by an analysis of published manufacturer datasheets and antenna pattern information. The selection of the solution method is determined by the particular antenna being considered. Centerline• 750 W Center Street•West Bridgewater•MA•02379 P a g e 122 MATTITUCK /5679/ 10075046 CENTERLINE APPENDIX D: CERTIFICATIONS 1, Katrina Styx,preparer of this report certify that 1 am fully trained and aware of the rules and regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities, Procedures &Guidelines document. Katrina Styx 6/12/2024 1, Michael Fischer,reviewer and approver of this report certify that 1 am fully trained and aware of the rules and regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities,Procedures &Guidelines document. � A,L FJS 0, .f Michael Fischer, P.E. * * Registered Professional Engineer (Electrical) w � I New York License Number 101714 Expires March 31, 2025 Signed 12 June 2024 Centerline•750 W Center Street•West Bridgewater•MA•02379 P a g e 123 MATTITUCK i 5679 i 10075046 CENTERLINE APPENDIX E: PROPRIETARY STATEMENT This report was prepared for the use of AT&T to meet all applicable FCC requirements. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by Centerline are based solely on the information provided by AT&T and all observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to Centerline so that our conclusions may be revised and modified,if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal,both of which are integral parts of this report. No other warranty, expressed or implied, is made. Centerline•750 W Center Street•West Bridgewater•MA•02379 P a g e 124 From: Michaelis,Jessica Sent: Friday,June 7, 2024 8:46 AM To: Westermann, Caitlin Subject: FW:ATT Upgrades at Baxter,415 Elijahs Lane, Mattituck, AT&T site 0228 Attachments: ATT Upgrades at Baxter Incompleteness.pdf; 10075046.DE125.240325.pdf svb-P For mail P L T From: Patrick O'Rourke<porourke@clinellc.com> REC E IV E D Sent:Tuesday,June 4, 2024 4:09 PM , To: Michaelis, Jessica <jessica.michaelis@town.southold.ny.us> ��.,9 'k Cc: Cerezo, Mara <marac@southoldtownny.gov> � ~ Subject: RE: ATT Upgrades at Baxter,415 Elijahs Lane, Mattituck, AT&T site 0228 Planning Board Jessica, lot. — Attached is the requested Mount Analysis report. Do you need us to mail you a hard copy? I will forward you an EME report ASAP. Call me with any questions„ Thank you, r Patrick O'Rourke 5550 Merrick Road,Suite 3U2, Massapequa, NY 11758 Office: 516-557-2398 1 Cell:516-263-8817 ce n,tv nec,,o i„�u,,,)r atic ns r rr,,, From: Michaelis,Jessica <y� sicaj: ichae s(, :_ l ,n Sent: Monday,June 3, 2024 2:54 PM F @. .. To: Patrick O'Rourke< orourke cline„Ilc com> Cc:Cerezo, Mara <m' ra" �ou� k 1� � qI y gy> Subject:ATT Upgrades at Baxter,415 Elijahs Lane, Mattituck Good Afternoon, Please see attached letter of incompleteness. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 1 PASS KMB DESIGN GROUP March 21, 2024 New Cingular Wireless PCS, LLC (d/b/a AT&T) 1425 US HWY 206, Suite #N2C04A Bedminster,NJ 07921 RE: Antenna Mount Analysis—Tower Mount Site Name: Mattituck FA Number: 10075046 IWM Number: WSNYJ0044971 Site Number: NYNYNY0228 Pace Number: MRNYJ042074 PTN Number: 219IA19YGJ Scope of Work: E-SWAP Site Address: 415 Elijah's Lane Mattituck, NY 11952, Suffolk County Latitude: N 40' 59' 58.1" (NAD 83) Longitude: W 72' 30' 40.2" (NAD 83) Mount: Site Prol VFA12-HD-NPNH Sector Frame with dual tie-back, (3) 2-1/2" diameter pipe masts and Sabre C10899055 collar bracket KMB Number: 331.3111.AF8 AMA Result: 63.72% -Passing (New Mount) To Whom It May Concern: KMB Design Group was requested to submit this "Antenna Mount Analysis" to determine the structural integrity of the above-mentioned tower mounting assembly. The purpose of this analysis is to determine the suitability of the proposed mount with the final loading configuration as described in Table 2. This opinion is in accordance with the guidelines as stated in the ANSI/TIA-222-H Standard,AT&T-002- 291-397 (V8) Guidelines and local code requirements based upon an ultimate 3-second gust wind speed of 128 mph without ice, 50 mph with 1.0-inch ice thickness, and 60 mph under service loads using risk category II and exposure category C with a topographic factor,kZT, of 1.00. Based on the attached calculations showing a comparison of the loading,it is our opinion that the proposed mounting assembly is sufficient to support the equipment as shown in Table 2,based on the manufacturer specifications for engineering design. ww.KMBDG.com 1800 Route 34, Suite 209 ♦ Wall,NJ 07719 732.280.5623 KMB DESIGN GROUP Table 1 —Previously Considered Existing/Proposed/Reserved Equipment Mount Number of Equipment Equipment Model Mount Status* Elevation (ft) Equipment Manufacturer 3 CommScope NNHH-65A-R4 E 2 Raycap DC6-48-60-18-8C-EV E 1 Raycap B25 RRH4X30-4R E 98.0 3 Raycap RRH4x25-WCS-4R Platform E AIRSCALE DUAL RRH 4T4R 3 Nokia E B12/14 320W AHLBA 3 Nokia AIRSCALE RRH 4T4R B5 AHCA E 1 - 2ft Dish E Notes: *-(E)Existing,(P)Proposed,(R)Reserved Table 2—Final Existing/Proposed/Reserved Equipment Mount Number of Equipment * (ft) Elevation Equipment Manufacturer Equipment Model Mount Status 3 CommScope NNHH-65A-R4 E 1 Raycap DC6-48-60-18-8C-EV E 1 - 2ft Dish E 3 CommScope NNH4-65A-R6H4 eProl P V 3 Ericsson FA12-HD AIR6419 B77D+AIR6419 B77G 12-HD P 98.0 (STACKED) Sector 3 Ericsson 4490 135/1312A P 3 Ericsson 4415 B30 Frames P 3 Ericsson 4478 B14 P 3 Ericsson 4890 1325/1366 P 2 Raycap DC9 P Notes: *-(E)Existing,(P)Proposed,(R)Reserved Should you have any questions or comments do not hesitate to contact us. ��0F NElNY Sincerely, EN A o Stephen A. Bray, P.E. �o �8600 Professional Engineer 9�FESS104 NY PE License Number: 086064 NY Certificate of Authorization: 081784 Expiration Date: 06/30/2025 www.KMBDG.com 1800 Route 34, Suite 209 ♦ Wall,NJ 07719 732.280.5623 44*_7r4& * E ASCE Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 40.999673 415 Elijahs Ln Risk Category: II Longitude: -72.510966 Mattituck, New York Soil Class: D - Default (see Elevation: 31.060935685550962 ft 11952 Section 11.4.3) (NAVD 88) lawn Is Lvi rJ i_,, •� ail ..Ii rm1'tie B .-Mb Ell ICF 4restgl liow wn•71aNrrl - nt' Pb rYl Sda I. a.. T r,r . ,..r,e _...!. ��._. ,1]r Ilil'•II ..:,.11llklmpinn ten.Begs �'Wry 61M wvavt E.]:r 4cpw Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 106 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Mar 21 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https:Hascehazardtool.org/ Page 1 of 3 Thu Mar 21 2024 E® AMERICAN SOCIETY OF CML ENGINEERS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: SS 0.174 Sp, 0.079 S, 0.049 T L 6 Fa 1.6 PGA : 0.094 F 2.4 PGA M : 0.151 SMS 0.278 FPGA 1.6 SM, 0.118 le 1 SIDS : 0.185 C 0.7 SEftmic Design I&WWWnse Spectrum 0.20 Design Response Spectrum 0.18 I�I 0.25 0.16 I 0.20 0.14 • • 0.12 • 0.15 0.10 0.08 0.10 0.06 0.04 0.05 0.02 � t 0 0 0 1 ? 3 4 5 6 7 0 Sa(g)vs T(s) Sa(g)vs T(s) 0.16 MCER Vertical Response Spectrum 0.11 Design Vertical Response Spectrum r . 0.14 0.10 0.09 0.12 0.08 0.10 P • 0.07 • 0.08 •• 0.06 0.06 ••0000 0.05 " •• • 0.04 •••••••••••�•••• 0.03 •••••••••••••••••�• 0.02 0.02 0 0.5 1.0 1.5 2.0 0 0.5 1.0 1.5 2.0 Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Thu Mar 21 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https:Hascehazardtool.org/ Page 2 of 3 Thu Mar 21 2024 E® AMERICAN SOCIOY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Mar 21 2024 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct, indirect,special, incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https:Hascehazardtool.org/ Page 3 of 3 Thu Mar 21 2024 ANSI/TIA-222H -WIND, ICE&SEISMIC LOAD CALCULATIONS Site Code/Name 331.3111.AF8-Mattituck State Newyork County Suffolk Reference Structure Class 11 Table 2-1 Exposure CategoryC Section 2.6.5.1.2 Topographic . 1-Kzt=1 Section 2.6.6.2.1 Mean Elevation of base ofstructure zs 31.07 ft ASCE7-16 Hazards AboveHeight z 98 ft Wind Parameters Basic wind speed V 128 mph ASCE7-16Hazards Tool d direction probability Kd 0.95 Section16.6 Gust effect factor Gh 1 Section 16.6 Velocity Pressure(Ka=0.9) 45.14 psf Section 2.6.11.6 Wind&Ice Parameters Base windspeed in conjunction50 mph ASCE7-16Hazards Tool Base Ice thickness ti 1.00 in ASCE7-16 Hazards Tool VelocityIce gice 6.89 psf Section 2.6.11.6 Design Ice Thickness tip 1.11 in Section 2.6.10 Service Wind Parameters Service Wind Speed 60 Section 2.8.3 Seismic Parameters Site Soil Class D-D efa u It Table 2-10 Seismic Design Category B ASCE7-16 Hazards Tool Spectral Response at Sh.rt Periods Ss 0.174 ASCE7-16 Hazards Tool ResponseSpectral S, 0.049 ASCE7-16 Hazards Tool Long Period Transition Period T, 6 ASCE7-16 Hazards Tool ImportanceSeismic • is 1 Table 2-3 Response .. . coefficient R 2 Section 16.7 Short-Period Site CoefficientFa 1.6 Table 2-11 Design •.nse at Short Periods SoS 0.186 Section 2.7.5 Seismic Response Coefficient Cs 0.093 Section 2.7.7.1 FA#:10075046 KMBID: 331.3111.AF8 Checked By: 1Y ('PKIMB Structural Calculations Site Name:Mattituck By: EA5 Date: 3/21/24 DESIGN GROUP Site Add ress:415 El ij ah's Lane, Date: 3/21/24 Revision: 0 Mattituck,NY 11952 Alpha and Gamma Sectors(No Ice) Position Manufacturer Model Lfln) IN(in) D(in) Weight(Ibi Wind(01 Wind(90')(lbs) 1 Commscope NNHH-65A-R4 55.1 19.6 7.8 67.2 410.96 188.92 2 Ericsson AIR 6419 B77D 28.2 16A T2 63 170.80 80.39 2 Ericsson AIR 6419 B77G 29.3 16.1 7.9 66.1 171.41 87.49 3 Commscope NNH4-65A-R6H4 59.02 19.61 7.8 74 443.62 204.77 1 Ericsson 4490 B5/B12A 20.6 15.6 7 65.00 120.89 55.14 1 Ericsson 4415 B30 16.5 13.4 4.8 47.00 83.18 30.83 3 Ericsson 4478 B14 18.1 13.4 8.26 59.40 91.24 56.24 3 Ericsson 4890 B25/B66 20.6 15.6 7 67.10 120.89 55.14 1 Raycap DC9-48-60-24-SC-EV 31.4 10.3 10.3 26.20 124.14 124.14 1 Raycap 2R Dish 24 24 4 50.00 216.69 40.80 Capacity(Normal Wind Load) Capacity(Tangential Wind Load) Allowable Loading per Position Total Proposed Loading Allowable Loading per Position Total Proposed Capacity Rating Letter (Ibs) Capacity Rating Letter(Ibs) Loading(Ibs) (Ibs) 1 955.86 1500 63.72% OK 1 439.82 29.32% OK 2 342.21 1500 22.81% OK 2 167.87 11.19% OK 3 655.76 1500 43.72% OK 3 316.15 21.08% OK Capacity(Vertical Load) Position Total Proposed Loading Allowable Loading per (Ibs) Capacity Rating Letter(Ibs) 1 255.40 750 34.05% OK 2 129.10 750 17.21% OK 3 200.50 750 26.73% OK FA#:10075046 KMB ID: 331.3111.AF8 Checked By: 1Y ('PKIMB Structural Calculations Site Name:Mattituck By: EAS Date: 3/21/24 DESIGN GROUP Site Add ress:415 El ij ah's Lane, Date: 3/21/24 Revision: 0 Mattituck,NY 11952 Alpha and Gamma Sectors(w/Ice) Position Manufacturer Model L(in) W(in) D(in) Weight(lbs) Wind(0')(lbs) Wind(90')(lbs) ice Weight(lb) 1 Commscope NNHH-65A-R4 55.1 19.6 7.8 67.2 72.18 36.94 141.73 2 Ericsson AIR 6419 B77D 28.2 16A 7.2 63 32.02 16.92 62.40 2 Ericsson AIR 6419 B77G 29.3 16.1 7.9 66.1 32.12 18.09 63.61 3 Commscope NNH4-65A-R6H4 59.02 19.61 7.8 74 77.65 39.98 151.68 1 Ericsson 4490 B5/B12A 20.6 15.6 7 65.00 23.37 12.10 44.90 1 Ericsson 4415 B30 16.5 13.4 4.8 47.00 16.80 7.60 30.69 3 Ericsson 4478 B14 18.1 13.4 8.26 59.40 18.24 12.24 36.77 3 Ericsson 4890 B25/B66 20.6 15.6 7 67.10 23.37 12.10 44.90 1 Raycap DC9-48-60-24-SC-EV 31.4 10.3 10.3 26.20 24.35 24.35 57.88 1 Raycap 2R Dish 24 24 4 50.00 39.49 9.97 72.55 Capacity(Normal Wind Load) Capacity(Tangential Wind Load) Allowable Loading per Position Total Proposed Loading Allowable Loading per Position Total Proposed Capacity Rating Letter (Ibs) Capacity Rating Letter(Ibs) Loading(Ibs) (Ibs) 1 176.19 500 35.24% OK 1 90.97 18.19% OK: 2 64.14 500 12.83% OK 2 35.01 7.00% Off€.: 3 119.26 500 23.65% OK 3 64.31 12.86% OK. Capacity(Vertical Load) Position Total Proposed Loading Allowable Loading per (Ibs) Capacity Rating Letter(Ibs) 1 603.15 2006 30.16% OK 2 255.11 �Q41`K. 12.76% OK 3 433.84 2009 21.69% OR FA#:10075046 KMBID: 331.3111.AF8 Checked By: 1Y ('PKIMB Structural Calculations Site Name:Mattituck By: EA5 Date: 3/21/24 DESIGN GROUP Site Add ress:415 El ij ah's Lane, Date: 3/21/24 Revision: 0 Mattituck,NY11952 Beta Sector(No Ice) Position Manufadurer Model Lin) IN(in) D(in) Welight(Ibi Wind(01 Wind(901 1 Commscope NNHH-65A-R4 55.1 19.6 7.8 67.2 410.96 188.92 2 Ericsson AIR 6419 B77D 28.2 16A Z2 63 170.80 80.39 2 Ericsson AIR 6419 B77G 28.3 16A 7.9 66.1 171.41 87.48 3 Commsco a NNH4-65A-R6H4 59.02 19.61 7.8 74 443.62 204.77 1 Ericsson 4490 B5/B12A 20.6 15.6 7 65.00 120.89 55.14 1 Ericsson 4415 B30 16.5 13.4 4.8 47.00 83.18 30.83 3 Ericsson 4478 B14 18.1 13.4 8.26 59.40 11,21 56.Z4 3 Ericsson 4890 B25/B66 20.6 15.6 7 67.10 120.89 55.14 1 Raycap DC6-48-60-18-8C 31.41 10.24 10.24 26.20 123.54 123.54 Capacity(Normal Wind Load) Capacity(Tangential Wind Load) Total Proposed Loading Allowable Loading per Total Proposed Allowable Loading per Position Position Capacity Rating Letter (Ibs) Capacity Rating Letter(Ibs) Loading(Ibs) (Ibs) 1 342.21 22.81% OK 1 167.87 1500 111.19% OK 2 342.21 22.61% OK 2 167.87 1500 11.19% OK 3 655.76 43.72% OK 3 316.15 1500 21.08% OK Capacity(Vertical Load) Position Total Proposed Loading Allowable Loading per (Ibs) Capacity Rating Letter(Ibs) 1 205.40 27.39% OK 2 129.10 17.21% OK 3 200.50 26.73% OK FA#:10075046 KMB ID: 331.3111.AF8 Checked By: 1Y ('PKIMB Structural Calculations Site Name:Mattituck By: EAS Date: 3/21/24 DESIGN GROUP Site Add ress:415 El ij ah's Lane, Date: 3/21/24 Revision: 0 Mattituck,NY11952 Beta Sector(w/ice) Position Manufacturer Model L(in) W(in) D(in) Weight(lbs) Wind(0')(lbs) Wind(90')(lbs) ice Weight(h) 1 Commscope NNHH-65A-R4 55.1 19.6 7.8 67.2 72.18 36.94 141.73 2 Ericsson AIR 6419 B77D 28.2 16A 7.2 63 32.02 16.92 62.40 2 Ericsson AIR 6419 B77G 28.3 16A 7A 66.1 32.12 18.09 63.61 3 Commsco a NNH4-65A-R6H4 59.02 19.61 7.8 74 77.65 39.98 151.68 1 Ericsson 4490 B5/B12A 20.6 15.6 7 65.00 23.37 12.10 44.90 1 Ericsson 4415 B30 16.5 13.4 4.8 47.00 16.80 7.60 30.69 3 Ericsson 4478 B14 18.1 13.4 8.26 59.40 18.24 12.24 36.77 3 Ericsson 4890 B25/B66 20.6 15.6 7 67.10 23.37 12.10 44.90 1 Raycap DC6-48-60-18-8C 31.41 10.24 10.24 26.20 24.26 24.26 57.59 Capacity(Normal Wind Load) Capacity(Tangential Wind Load) Total Proposed Loading Allowable Loading per Total Proposed Allawa ble LoaOil!ng per Position Position Capacity Ratin Letter (Ibs) Capacity Rating Letter(Ibs) Loading(Ibs) 0be) 1 136.60 27.32% OK 1 80.90 #0Q 4 16.18% OK 2 64.14 12.83% OK 2 35.01 7.00% OK 3 119.26 23.85% OK 3 64.31 12.86% OK Capacity(Vertical Load) Position Total Proposed Loading Allowable Loading per (Ibs) Capacity Rating Letter(Ibs) 1 205.40 2000 10.27% OK 2 129.10 2000 6.46% OK 3 200.50 2000 10.03% OK 1545 ut Drive SITEPlymouth,IN 46563 PRO Phone: 574.936.4221 Fax: 574.936.8925 Email: SP1Engineering@valmont.com A vabTlIcl llt V COMPANY www.siteprol.com May 27, 2022 Site Pro 1 /Valmont Mounting System: Part Number = VFA12-HD-NPNH &VFA12-HD-BF Part Description = 12' Face Heavy Duty V-Frame with Sch 40 2.5 Mast Pipe and Two Tie-Back.Sch.40face. Mount EPA(no antenna pipes in EPA/tie-back full length @ 20 deg): EPAN = 13.2 Sq-Ft EPAN(0.5"Ice) = 19.5 Sq-Ft EPAN(1"Ice) = 25.8 Sq-Ft EPAT = 9.2 Sq-Ft EPAT(0.5-Ice) = 14.6 Sq-Ft EPAT(1"Ice) = 19.5 Sq-Ft Weight = 667 lb Weight(0.5-Ice) =813 lb Weight(1-Ice) = 1034 lb Classification Rating: Heavy WLL- M1500R(2000)-4[6] Heavy 5— M1200R(2000)-4[24] Design Standards ANSI/TIA-222-G-2012 ANSI/TIA-222-H-2018 AT&T Mount Classification ASCE 7-16 International Building Code 2018 TIA-5053 Analysis and Modeling Technique An elastic, three-dimensional, frame, truss model was developed to examine the structural behavior of the mount. All orientations in the engineering model correspond with the assembly drawing constraints. The mount was analyzed with five (5) mounting locations (antenna, radio etc. + 4 Mast pipe) evenly spaced across the face of the mount, with six (6) vertical eccentricity and twenty-four (24) inch eccentricity. Wind directions considered were perpendicular (normal) to the face of the frame and at 30 degree increments up to 90 degrees (tangential) to the face of the frame. Wind, dead weight and ice weight on the mount was also included in the model. Modeling Software Autodesk Inventor RISA-3D ANSYS Workbench New York Georgia Indiana Oregon Califonia Texas Florida 1-888-438-7761 1-866-901-0603 1-888-753-7446 1-888-880-9191 1-888-776-1937 1-888-809-5151 1-844-278-6371 1545 ut Drive SITEPlymouth,IN 46563 PRO Phone: 574.936.4221 Fax: 574.936.8925 Email: SP1Engineering@valmont.com A vallTKw t'f COMPANY www.siteprol.com Analysis Design Criteria Maximum Mount Height 400' Maximum Ultimate Wind Speed, no Ice 180 mph 3 sec gust Maximum Design Wind Speed, no Ice 140 mph 3 sec gust Maximum Design Wind Speed on Ice 60 mph 3 sec gust Structure Class I or II Exposure Category B or C Topographic Category I Maximum Design Ice Thickness, ti 1" (2.75" factored ice) Wind Direction Probability Factor, Kd 0.95 Gust Effect Factor, Gh 1.0 Capacity Results The following factored loads at each mounting location represent the capacity of the mount based on the criteria and modeling technique described above. Capacity below represents 6inch offset Normal Wind Load (no ice), Fno .....................1500 lb [938 lb Non-Factored] Tangential Wind Load (no ice), Ft. .....................1500 lb [938 lb Non-Factored] Vertical (Dead) Load, FZo .....................750 lb [625 lb Non-Factored] Normal Wind on Ice, Fni .....................500 lb Tangential Wind on Ice, Fti .....................500 lb Vertical (Dead + Ice) Load, FZI .....................2000 lb Normal Maintenance Wind Load, Fnm .....................150 lb Tangential Maintenance Wind Load, Ftm .....................150 lb Vertical Dead Load, Fzm .....................750 lb [625 lb Non-Factored] Vertical Live Load, LM* .....................750 lb [500 lb Non-Factored] * In addition to a nominal Live Load of two(2) 250 lb concentrated on either side of a mounting location to provide access for climbers. New York Georgia Indiana Oregon Califonia Texas Florida 1-888-438-7761 1-866-901-0603 1-888-753-7446 1-888-880-9191 1-888-776-1937 1-888-809-5151 1-844-278-6371 1545 ut Drive SITEPlymouth,IN 46563 PRO Phone: 574.936.4221 Fax: 574.936.8925 Email: SP1Engineering@valmont.com A vabTKw t'f COMPANY www.siteprol.com 6 inch offset Effective Projected Area (EPA)A (sq-ft) WIND LOAD: 1.5000 kips HEIGHT WIND SPEED(mph) (ft) 90 100 110 120 130 140 150 160 170 180 190 50 69.6169 56.3897 46.6030 39.1595 33.3667 28.7702 25.0621 22.0272 19.5120 17.4042 15.6204 100 60.1644 48.7332 40.2754 33.8425 28.8362 24.8639 21.6592 19.0364 16.8627 15.0411 13.4995 150 55.2418 44.7459 36.9801 31.0735 26.4768 22.8295 19.8871 17.4789 15.4830 13.8105 12.3950 200 51.9954 42.1163 34.8068 29.2474 24.9209 21.4879 18.7183 16.4517 14.5731 12.9989 11.6666 250 49.6093 40.1835 33.2095 27.9052 23.7772 20.5018 17.8593 15.6967 13.9043 12.4023 300 47.7412 38.6704 31.9590 26.8544 22.8819 19.7298 17.1868 15.1056 13.3807 11.9353 350 46.2167 37.4355 30.9385 25.9969 22.1512 19.0998 16.6380 14.6233 12.9535 11.5542 400 44.9356 36.3978 30.0808 25.2763 21.5372 18.5703 16.1768 14.2179 12.5944 11.2339 450 43.8350 35.5064 29.3441 24.6572 21.0097 18.1155 15.7806 13.8697 12.2859 500 42.8734 34.7275 28.7004 24.1163 20.5488 17.7181 1 15.4344 13.5654 12.0164 24 inch offset Effective Projected Area (EPA)A (sq-ft) WIND LOAD: 1.2000 kips HEIGHT WIND SPEED(mph) (ft) 90 100 110 120 130 140 150 160 170 180 190 50 55.6935 45.1117 37.2824 31.3276 26.6933 23.0162 20.0497 17.6218 15.6096 13.9234 12.4963 100 48.1315 38.9865 32.2203 27.0740 23.0690 19.8911 17.3274 15.2291 13.4902 12.0329 10.7996 150 44.1935 35.7967 29.5840 24.8588 21.1815 18.2636 15.9096 13.9831 12.3864 11.0484 9.9160 200 41.5963 33.6930 27.8455 23.3979 19.9367 17.1903 14.9747 13.1613 11.6585 10.3991 9.3332 250 39.6874 32.1468 26.5676 22.3242 19.0218 16.4014 14.2875 12.5573 11.1235 9.9219 300 38.1929 30.9363 25.5672 21.4835 18.3055 15.7838 13.7495 12.0845 10.7046 9.5482 350 36.9734 29.9484 24.7508 20.7975 17.7210 15.2798 13.3104 11.6986 10.3628 9.2433 400 35.9485 29.1183 24.0647 20.2210 17.2297 14.8563 12.9414 11.3743 10.0755 8.9871 450 35.0680 28.4051 23.4753 19.7258 16.8078 14.4924 12.6245 11.0957 9.8288 500 1 34.2987 27.7820 22.9603 19.2930 1 16.4390 1 14.1745 12.3475 10.8523 9.6131 New York Georgia Indiana Oregon Califonia Texas Florida 1-888-438-7761 1-866-901-0603 1-888-753-7446 1-888-880-9191 1-888-776-1937 1-888-809-5151 1-844-278-6371 SITE 1545 ut Drive Plymouth,IN 46563 PRO Phone: 574.936.4221 Fax: 574.936.8925 Email: SP1Engineering@valmont.com A valmontT COMPANY www.siteprol.com Seismic Results The following Seismic Response Coefficient chart below represent the allowable weight capacity of the bracket based on the criteria and modeling technique described in TIA-222-H Section 2.7.7.1.1. Total allowable seismic shear must be less than or equal to the Capacity Results (Fno) stated above. Weight Capacity VS. Seismic Response Coefficient 0 3000 a 2500 m 0 2000 v 0 1500 z °A 1000 @ 500 0 0 ~ 0 0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000 Seismic Response Coefficient Cs New York Georgia Indiana Oregon Califonia Texas Florida 1-888-438-7761 1-866-901-0603 1-888-753-7446 1-888-880-9191 1-888-776-1937 1-888-809-5151 1-844-278-6371 FICE OFTown H LOCATION:Annex X .� ,� MAILING ADDRESS: P.O. Box 1179 54375 State Route 25Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �� µ,"A Southold, NY Telephone. 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 3, 2024 Mr. Patrick O'Rourke Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 Re: Notice of Incompleteness of Application Proposed New Cingular Wireless (AT&T) Upgrades @ Baxter Located at 415 Elijahs Lane, Mattituck SCTM#1000-108.4-11.3 Zoning District: LB Dear Mr. O'Rourke: I am writing as a follow-up to the above-referenced application. There are several items missing from your submission materials. Before the Town's technical consultant can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Technical Items, as follows: (a) Antenna Mount Analysis; (b) EME Report. Please ensure all documents are high resolution to better facilitate review. High-resolution documents provide clarity and detail, making it easier to examine and evaluate the information accurately. Our technical consultant, Cityscape Consultants, Inc., may reach out to you directly regarding this application. Should you have any inquiries about the application or its process, feel free to contact our office without hesitation. Kindly submit the necessary materials directly to the Planning Department at your earliest convenience. Respectfully, Heather nza AICP Planning Director CC' Cityscape Consultants, Inc. Building Department Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 S v b4-' May 10,2024 BY HAND Town of Southold MAY 13 2R4 Town Hall Southold,NY 11971 Brian Cummings-Town Planner mm . Planning Board.. RE: New Cingular Wireless PCS,LLC(AT&T)—Building Permit Application AT&T site NYNYNY0228 Premises: 415 Elijah Lane Southold,NY Section 108,Block 4,Lot 11.003 To whom it may concern: Our office represents New Cingular Wireless PCS,LLC(AT&T)with respect to its Application to modify its existing public utility wireless telecommunication facility at the subject premises. As shown in the plans submitted to the Town, the upgrade requires only minor modifications to the existing facility. With respect to the Building Permit Application,the following are enclosed in this submittal package; 1) Building Permit Application&Owners Authorization 2) Four (4) set of signed and sealed construction drawings, prepared by KMB Design Group dated 4/9/2024, including site plans and elevations 3) A Structural Analysis report from TEP Engineering dated 4/4/2024 4) A check for$4,000(#2102)as a consultant review Escrow fee. 5) Certificates of Insurance from the contractor 6) Application for Certificate of Occupancy form Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act ("Section 6409")was adopted in 2012. Under Section 6409, your city retains discretionary zoning review over the construction of new towers, but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved, no later than July 9,2024. The new law 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." The federal law defines an "eligible facilities request" as "(A) collocation of new transmission equipment, (B) removal of transmission equipment; or(C) replacement of transmission equipment." Also,the Federal Communications Commission issued a Wireless Infrastructure Report and Order on October 17, 2014 ("FCC Order") which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409. A copy of the FCC Order is enclosed herewith. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section [Section 64091. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1) The FCC Order also specifies that the term "base station" includes any structure that "supports or houses" communications equipment. Since this structure already supports communications equipment,it is considered a"base station"under Section 6409 AT&T's Ag lication is an Eligible Facilities Re nest under Section 6409 AT&T's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves"an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the plans prepared by KMB Design Group, dated 4/9/2024, AT&T's proposed installation consist principally of the following elements: Replace six(6) existing antennas, stack three(3) antennas, swap twelve(12)RRH units. Accordingly,AT&T's installation involves the"collocation of new transmission equipment"and that will not increase the height of the tower nor the dimensions of the equipment compound. As a result, the installation "does not substantially change the physical dimensions of such tower or base station." Therefore, these proposed equipment upgrades constitute an"eligible facilities request"under Section 6409,and must be approved. Timeline for Review and Approval We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a municipality must act on an eligible facilities request within sixty (60) days of receiving the application. 47 C.F.R. 1.40001(c)(2)(Emphasis added). (Note,the sixty(60)-day period is also known as the"Shot Clock"). Thus,the city must approve this application within sixty(60)days of its receipt,no later than July 9,2024. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock,the"request shall be deemed granted"and AT&T will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4). Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However,in order to do so, a municipality must provide written notice that the application is incomplete within thirty (30) days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must"clearly and specifically"describe the missing documents or information,47 C.F.R. 1.40001(c)(3)(i),and,as previously mentioned, such documentation must be necessary to the determination of whether the application qualifies as an eligible facilities request. If the municipality requests additional information after the first thirty (30) days have passed, we will still provide any "reasonably related" information allowed under the FCC Order,but the Shot Clock will not be tolled. In light of the foregoing,AT&T respectfully requests that its proposed equipment upgrades be approved. In the meantime, if you have any questions,please feel free to call or email me. Thank you for your cooperation. Sincerel Patrick O'Rourke Site Acquisition on behalf of AT&T 516-263-8817 porourke@clinellc.com TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 h1Vs.,//www.,%outho1dtownny. ON, Date Received APPLICATION FOR BUIL For Office Use Only ' IPi124 ` PERMIT NO, Building Insp ctorL �. �J 4Y 1 0 2024 77777ng 7777 Applications and forms must be filled out in theiri 'ty applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:William J Baxter �can;c Coate ro # °° . 00-0400-011003 Project Address:415 Elijah's Lane Mattituck, NY 11952 Phone#:203-637-4559 ]:Eail-:W:baxter@baxterinvestment.com Mailing Address:4995 Nassau Point Road, Cutchogue, NY11935 CONTACT PERSON: Name:Allison Conwell - Agent for AT&T Mailing Address:750 W. Center St. Ste 301 W. Bridgewater, MA 02379 Phone#:215-588-7035 Email:aconwell@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name:KMB Design Group Mailing Address: 1800 Route 34 Ste 209 Wall, NJ 07719 Phone#:732-280-5623 Email:tmazur@kmbdg.com CONTRACTOR INFORMATION: Name:United Network Communications Mailing Address:262 Hudson St. Hackensack, NJ 07601 Phone#:347-398-0600 Email:a.arroyo@unitednetworkcomm.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Telecom Intended use of property:Telecom Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 440 this property? Dyes *No IF YES, PROVIDE A COPY. NCheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By(print name):Allison COnWell - Agent for AT&T WAuthorized Agent Downer Signature of Applicant: Date: 3/27/2024 STATE OF NEW YORK) SS: COUNTY OF ` ' SA) ) �,L �G J being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �� t (Contracto A , orporate 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith, . l�. , 0 Sworn before me this 4, �,. day of �/' 20 „ Notary P, ,�I�c l/c "� "i PROPERTY OWNER AUTHORIZATION ' (Where the applicant is not the owner) l GC S residin at 1 g �1,/��5A � 061 g �" do hereby authorize LJ �' to apply on my behalf to the Town of So thold Building Department for approval as described herein. Owners Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC : AUTHORIZATION OF OWNER At the premises: 415 Elijah's Lane Mattituck,NY Section 108, Block 4, Lot 11.3 ___.__----_.._______________________________,.______---____-___-_----___________..__x STATE OF NEW YORK ) ) SS., COUNTY OF SUFFOLK ) being duly sworn, deposes and says: I am the owner in fee of the premises known as Section 108, Block 4, Lot 11.3 (the "Premises" hereafter), and do hereby authorize New Cingular Wireless, PCS, LLC ('AT&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for modification of its public utility wireless telecommunication facility on the Premises. As such, I will fully cooperate with AT&T and its agents in obtaining any required Approvals. 4tt- Sworn to before me this day of.-,,. 024 ,owl"... "°° �Ali, � - NOTARY PUBLIC ytracr TOWN OF SOUTHOLD—BUILDING DEPARTMENT r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 lttt�).%://NV"�w OLltholdtovvniI �o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: _ 1i V,i 1 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: �'..���,.._����. �a._a...,,.,,._,,,.. .a...,,...�..,..,.,... .,.,..,.-.,w..__.........-.nw�.......,..,.., OWNER(S)OF PROPERTY: Name: PCc�� r-i,Ps M # 1000-10800-0400-011003 Project Address:415 Elijah's Lane Mattituck, NY-1 1952 Phone#: V r � j Email: Mailing Address: 9-051 Cam CeSS aGr }-I( i1 e �l7CLL�c'�Cr�c,u slC% C�w� 7 CONTACT PERSON: Name:Allison Conwell - Agent for AT&T f �r �► (L p�t e Mailing Address:750 W. Center St. Ste 301 W. Bridgewater, MA 02379 Phone#:215-588-7035 Email:aconwell@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name: KMB Design Group Mailing Address: 1800 Route 34 Ste 209 Wall, NJ 07719 Phone#:732-280-5623 il:tmazur@kmb.dg.com CONTRACTOR INFORMATION: Name: United Network Communications Mailing Address:262 Hudson St. Hackensack, NJ 07601 Phone#:347-398-0600 Email:a.arroyo@unitednetworkcomm.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition DAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? Dyes ONo Will excess fill be removed from premises? ❑Yes *No 1 Existing use of property."`Q1QgQ � intended use of property Tp[eCOrn Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes @No IF YES,PROVIDE A COPY. Application Submitted By(print name):Allison ConWell -Agent for AT&T Authorized Agent ❑Owner Signature of Applicant: � Date: 3/27/2024 STATE OF NEW'YORK) COUNTY OF i Ay I&eyN � n wex being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the-'' (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/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith, Sworn before me this iris: _.day of—M.444V ZD _;�J' NOTARY PUBLIC Notary Public , PROPERTY OWNER AUTHORIZATION "'' (Where the applicant is not the owner) g C Q 6 Q�'� I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 111111ding Department Apolication AUTHORIZATION (Where the Applicant is not the Owner) SBA Towers IX,LLC,as Attorney In Fact for Grantor, IR�?nic Coastal Prop2rt�ies�,LLC residing at 8051,,Con qressjAXiijq".._.___. ................ (Print property owner's name) (Mailing Address) do hereby authorize Pat O'Rourke-Agent for AT&T Boca-Raton.F1 3348-7-4307 (Agent) to apply on my behalf to the Southold Building Department. 2 02-LA C g atur (Date) W S Jason Silberstein,Executive Vice President,Site Leasing (Print Owner's Name) AC RH DATE(MM/DDIYYYY) �r�w.+.w 1 CERTIFICATE OF LIABILITY INSURANCE 3/27/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Janice Caldararo John M. Glover Agency PHONE rax Insurance Services (A1p,,No,..Extl 914829-9077 (nap,Nnt„203 274 9471 P.O. Box 700 APDR R.S fca4t aera rn Dorti1.,..,.. Norwalk CT 06852 INSURER{S AFFORDING COVERAGE _..... NAIC# ... AtlanticSpecial .,,Insurance Company. .. 27154.....Ww. INSURED UNITNET-01 INSURERC EVanSfOR Insurance COm3an ......... ............ 36754 United Network Communications Corp. P � INSURER B Palomar Excess an . Ur us Insurance „om an 45 Mt. Morris Avenue 5378 RER West Harrison NY 10604-2228 INSURER0 INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER:2021511501 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, J I .. TYPE OF INSURANCE.._..,. ...... 0 .,n POLICY NUMBER........ ..........(MMtDDYIYYYY MMP LTR iyyyY LIMITS A X COMMERCIAL GENERAL LIABILITY 711-01-75-68-0002 7/1/2023 7/1/2024 EACH OCCURRENCE $1,000,000 I I ANIACL fCS PEN ALL CLAIMS-MADE l,..XM. OCCUR ...PREyMI.�� j)=a gcrt,rr�rtcal $1 000 000 A MED EXP(And ane person) $15 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE TE $2,000,000 { I ,I JECT O CO POLICY X PRO- X LOC PR MP/OP AGG $2,000,000 ..P... ..... ....... ...._._ ......... O"I HER', $ AUTOMOBILE LIABILITY 711-01-75-68-0002 7/1/2023 7/1/2024 COMBINED SINGLE iJMIr $1 000 000 BODILY IN HIRED S ONLY AUTOOWNED PODILY INJURY(Per accident) $ ANY AUTO B JURY(Per person) $ ._- ..... .... .. ...., OWNED ����� SCHEDULED R1 PER Y DAMAGE X AUTOS ONLY X..,,, AUTOS ONLY (der zttcldtmd)... $,,.... A X UMBRELLA LIAB X OCCUR 711-01-75-68-0002 7/1/2023 7/1/2024 EACH OCCURRENCE $5,000,000 g X EXCESSLIAB PES-XS-01-0497 7/1/2023 7/1/2024 GGREGATE $5,000,000 CLAIMS MADE _.. DFn RETENTION$ Excess of$5mill $5,000.000 A WORKERS COMPENSATION 406-04-79-13-0002 7/1I2023 7/1/2024 X PER '.�`� AND EMPLOYERS'LIABILITY ,.... STATt~„lTF,, FR ..........-,.-,.-,.. ................. ANYPROPRIETOR/PARTNER/EXECUTIVE Y�1 NIA E L EACH ACCIDENT $1 000,000 OFFICERIMEMBEREXCLUDED? ,.,.. ry _.... ......... ........ _ ..... ..... ,,,,,,,,,..... '(Mandatory in NH) """"' E L DISEASE EA EMPLOYEE $1.000.000 If yes,describe under _ ... DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT $1,000,000 C Pollution Liability CPLMOL116486 4/6/2023 4/6/2024 Each Occurrence 5,000,000 Aggregate 10,000,000 Deductible 1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Scheduile,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 53095 Route 25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD (""NEW Workers' YORK CERTIFICATE OF STATE Compensation S Board NYS WORKERS COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured United Network Communications Corp. 347-398-0600 45 Mt.Morris Avenue 1c.NYS Unemployment Insurance Employer Registration Number of Insured West Harrison NY 10604-2228 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 812034685 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Atlantic Specialty Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" 53095 Route 25 406-04-79-13-0002 Southold, NY 11971 3c.Policy effective period 07/01/2023 07/01/2024 to 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: John Forlivio (Print name of authorized representative or licensed agent of insurance carrier) Approved by: X Z�• 3/27/2024 (Signature) (Date) Chief Executive Officer Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1, The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2(9-17) REVERSE ..YO workers' CERTIFICATE OF INSURANCE COVERAGE SATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW .......... .... PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured use street address only) _ 1b. Business... m....m..m..m..m............................. --- mm mm m- a m- m-toµ~-u µtoµµµµµµ......g ( y) elephone Number of Insured UNITED NETWORK COMMUNICATIONS CORP (914)755-1356 45 MOUNT MORRIS AVENUE WEST HARRISON NY 10604 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 81-2034685 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SHELTERPOINT LIFE INSURANCE COMPANY Town of Southold 3b. Policy Number of Entity Listed in Box 1 a" D494376 53095 Route 25 SOUTHOLD, NY 11971 3c.Policy effective period 10/9/2023 to 10/8/2024 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: x❑ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referencedd above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/27/2024 By Val,�L�Ur(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White- Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. ,DateSi,ned By _ _ _ _ (Signature of Authorized NYS Workers'Compensation Board Employee)...................... µMµMµMµMµMµMµMµMµW WWWW Telephone Number Name and Title ............... ...._.�.ww....w __ Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DS-120.1.Insurance brokers are NOT authorized to issue this form. D113-120.1 (10-17) I J 1111111111111111111111111111111111111111111IIIIII DB 120.1 (10 17) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse SuffuR,County Dept.of Labor,IUce nshig&Consumer Affaurs l MASTER FUDUCAL aoa~o.W�.: Name AmsruK:rNv PAoaozo-aafl:nan:a Bus nays Nam P RIeBW P aEC:RIC:INN �iy fI e l �My a wf"Jlk. License Number IVPs0.::-,:9?§C3 O Rosalio Drago IIssu ad: ON22P2006 Comm;sVorer Expires. 031O P2024 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or nem,rise: L. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. I Final Approval from Health Dept,ofwater supply and sewerage.disposal(S-9 form), 3. Approval of electrical installation from Board offire Undenvriters, 4. Sworn staternent from plumber certifying that the solder osed in system contains less than 2110 of 1%lead, 5. Commercial building,industrial building,multiple residences and shnilar buildings and installations,a certificate of(,'ode Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site Plan reqifirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or building,,;and"pre-existine land uses: L Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A property completed applica(ion and consent to inspect signed by the applicaxq,if a Certificate of Occupancy is denied,the Building Inspector Shall state the reasons therefor in writing to the applicant C. Fees 1. Certificate of occupancy-New dwelling$50,00,Additions to dwelling$50.00,Alterations to dwelling$50-00, Swimming pool$50.00,Accessory building$50,00,Additions to accessory building$50,00,Businesses-$50.00. 2. Certificate ofoccup,aney on.pre,•existingB%iilding- $100-00 3. (.'opyofCertificateofOccvpanoy.-$.25 4. Updated Certificate of Occupancy- SS0-00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction:— —-....-.-Old or Pre-existing Building:............... (check one) Location of'Pro pertr T M AiL-64:�44 *1 WK.......... House No. —Street Hamlet Owner or owners of'Property:tq&ml-�--bax 1,6 2 Lot Suffolk County Tax Map No 1000,Section Block Subdivision Filed Map. Lot: Permit No. Date ofPermit,., Applicariv, ............... Health Dept-Approval:-... ...... Underwriters Approval:__.-. Planning Board Approval:— Request for: Temporary Certificate_,.,-.,.._-_--Final Certificate: (check one) Fee Submitted:$ .-,,...... v X dh Applicant Signature Date: April 4, 2024 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: NYNYNY0228 Site Name: Mattituck FA Number: 10075046 Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 2111277 Work Order Number: 2292649 Order Number: 666253 Rev. 0 Engineering Firm Designation: TEP Project Number: 218919.944929 Site Data: 415 Elijahs Lane, Mattituck,Suffolk County, NY 11952 Latitude 400 59'57.79" Longitude -70 30'40.17" 107.5 Foot- Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code. Applicable Standard references and design criteria are listed in Section 2- Analysis Criteria. Structural analysis prepared by: VT/SW Respectfully submitted by: CO Adam N. Howe, P.E. 1069 A SSk0 � 4-4-2024 April 4,2024 107.5-ft Monopole Tower Structural Analysis Report CC/BU No 843211 TEP Project Number 218919.944929, Order 666253, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3- Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4- Section Capacity (Summary) Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report-version 8.2.4.3 V u April 4, 2024 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.944929, Order 666253, Revision 0 Page 3 1) INTRODUCTION This tower is a 107.5-ft monopole tower designed by Paul J. Ford and Company. The tower has been modified per reinforcement drawings prepared by Paul J. Ford and Company in April of 2019. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.00 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Mounting Center- Nur... Number Feed _ .... .._....o...m . --Antenna Mode.,,,. ......_ .... ......._... Number Line Antenna Of I of Feed Line Level(ft) Elevation Manufacturer Antennas Lines Size(in) 3.,.. . Ericsson _ AIR 6419„B77G w/ Mount Pipe 3..,,.. Comlmsco . __ NI H4 65A-R6H4 w/Mount P a,.. .... nt P� e p ..a..w. M mo iur . _p�i y 3 � Comm .a a,a scope �; NNHH-65A-'-"A 4 w/Mount Pipe f 4 3 Ericsson RADIO 4478 B14 2 3/8 ... - i l Ericsson .,.. , RADIO HP B5 /B12A 2 3/4 98.0 98.0 . 7/8Racap C648 l 3 Ericsson RADIO 4890HP 132/625 B66 12 1-5/8 _. Ericsson RRUS 4.. . .... m � 415 B30 f 1 Raycap DC9 48 60 24 8C EV 220506 __,... _ 1 6 Site Pro 1 ( V FA12 HD BF 3 Site Pro 1 VFA12-HD NPNH Sector Mount Table 2-Other Considered Ecluipmeru _.w. _. ..... __,... . . w m_.... ....__.. _....., .... Center Number^pV _ Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennae Manufacturer Lines Size(in) (ft) i ( mm AIR 6419 B41 mTM0 3 Ericsson wn i/ Mop t P pe 3 RFS Celwave k APXVLL19P_43 C-A20_TMO 1 w/ Mount Pipe 107.0 3 RFS C ...... . _.� . NA20 _. ..._.... .m.... 108.0 APXVAALL24 43-U Pipe 3 1-5/8 3 Eric.. `RADIO 4460 132/32 , -._m..� e wave TMO w/ Mount r Ericsson � 2/B25 B66 TMO � , 3 Ericsson Radio 4480 TMOV2 Platform Mount Tower Mounts 107.0 1 11 [LP 303-1 HR 1] tnxTower Report-version 8.2.4.3 April 4, 2024 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.944929, Order 666253, Revision 0 Page 4 .. . . tenter.. Number _.... .,.._.._._... ... w.w...___m...u__...__. __....... -Number Www Feed..... Mounting Line Antenna of Antenna Model of Feed Line Level(ft) elevation Antennas Manufacturer Lines Size(in) ,.3 JMA Wireless MX08FR0665-21�w/Mount Pipe 1 Raycap RDIDC 9181 PF-48 88.0 _- &87.0 3 Samsung 3 Samsunmsun Telecom, " RF4450t-71 A 1 1-3/8 _ ._�. . . �K_. ,. ...... .._... ., g Telecom. RF4451 d-70A � 1 1 T ower Mounts bo,m-msc,op e,MC PK8-DSH m scope NHH 65B R2B f 87 0 I I 6 Com _ �.. .... .._. .. .�.... XXDWMM 125 77A . .� 3 Samsun Telecom 6 3 Samsun Telecom. -65 8T-CBRS J 3 Samsung Telecom RF4439D 25A 12 7/8 78.0 1 78.0 -. 3 1 Samsung Telecom RF4440D 13A 3 1-1/4 1 3 Ra ca RXXDC 3315 PF 48 1 Tower { w.a...a.. _ i_...� Mount I Platform k Mounts [LP 301 1_ CKR] b 1 3 Ericsson FAIR 21 134A B2P w/Mount Pipe 8 3 RFS Celwave APXVAARR24w 43-U-NA20 _ Ericsson ._, .. RRUSnt Pipe 3 61.0 � 61.0 " _ 11 62 6 f 7/8 2 1 1-5/8 3 Remec S20057A1 Ericsson RADIO 4449 B12/B71 1 T o-w e r, Mounts T Arm Mount(TA 702 3) I 2 Rakwireless RAKARGI5 ( } ,..., ..... _ ..... , .,,.. PM 601 3�CUBE f 1 1/8 Inc j COPPER �....., is f Pipe Mount[ ) 500 500 1tl _� Tower wer Mounts� ....�.. .. ..... .�. o..-�_,... ,�. _.....e� �..... . ..��_a . .��...,. ��... 3) ANALYSIS PROCEDURE Table 3- Documents Provided ... ..�.._.__..�,_,�_.W�,�..�..�..o.__......._�.....�..-.�,...._.�,.Document .-.....___-..................�..... ..... _....... ... .. Reference..... ._.-..�Source.�..... w �am Geotechnical Report 840866� � CCISites _ro.. . .. Tower Foundation Drawings ; 4840859 N CCISites .a. ...Drawings .. ....gym.. . 4840867 Tower Manufacturer Drawings g373363 � CCISites Post-ModificationReinforcement Inspection 8838719 CCISites Tower tnxTower Report-version 8.2.4.3 April 4, 2024 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.944929, Order 666253, Revision 0 Page 5 3.1) Analysis Method tnxTower (version 8.2.4.3), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements. These calculations are presented in Appendix C. 3.2)Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4- Section Capacity (Summary) _..._.. .,... . . ._ _..._._.. .... ._...___ ....... ....._. _.. ............_.... Elevation(ft) Component Size Critical Element %Capacity Pass l Fall Type 107.5 102 5 Pole TP24.801 x24x0 2188 Pole 5 6% Pass 97 5 92 5 Pole TP26 403x25 602x0.2188 Pole i 11 i% Pass 102 5 97 5 Pole TP25 602x2 4 801 x0 2188 Pol e I 19 0% 1 Pass ' Pale TP27 203x26 403x0. �. 92 5 87 5 � _�2188 � Pole � 26 5% � Pass 82.5 87 5 3,. . , ,Pole. ...o- ._. TP28.805x28,004x0..2188. Pale 4.6..1 .. Pass 77 5 75 5 Pole TP29 726x28 805x0.2188 Pole 50 9% Pass 75 5 70 5 Pole TP29 489x28 688x0 25 Pole 53 8% Pass 65.5 60.5 � Pole � 29 48 30 289x x0_ . _ ._ 9 25 Pole 62 9% Pass P31 09x30 289x0 25 Pole 71 7/° Pass 80 5 55 5 Pole -f f ',1 891Y 0,09A.25 pole 80 7% Pass . I _ � r 3�1.89a1 o 25 Pde �84�0.% Pass a a pu53 58-53 33 Pole+ReinR �32,23832,1 98x0.4188 '"Reinf.4 Tension Rut re 6g % QN Pa s ... ._., ., _ 9x32 238x0.4125 Rein .. . 9 f 4 Tension Rupture 76 5% ::1ass i I 53 33 48 33 Pole+Reinf ( TP 33 03 C J 9x0.4 125 Rern � _ P f 4 To Ru ttwre 83 1% a �48334333 Pole+Reinf TP33 84x3303 43 33 40 Pole+Reinf, TP35 094x33 84x0 4063 Reinf.4 Tension Rupture 87 3/° t Pass w . 40 35 Pole+Reinf TP34 674x33 873x0 475 Reinf 4 Tension Rupture 83 2% Pass 35-30 Pole+Reinf. TP35.475x34.6740.4688 Reinf.4 Tension Rupture 88.0/° Pass 30-27.75 27 75—27.5 Pole+Reinf. TP35.875x35.835x0.5125 Reinf. Reinf.4 Tension Rupture I 3 Tension Rupture � 76 0% Pass _ ....w ... ._ � Pole+ _� ..- . P35 835x35 475x0.4825 � Rey 90 1% Pass ._ . _. .......... ___, .. ._. �_, ...., .... ..� 27 5-22.5 d Pole+Reinf. TP36 676x35 875x0 5 Reinf.3 Tension Rupture q 79 7/° Pass 22 5 17 5 Pole+Reinf, TP37 477x36 676x 0 5 Reinf 3 Tension Rupture � 83 3% Pass l Re .ion , .. . .� ._..... .. � Pass f �w,.... 17 5. 1 .. ..a. 2 5 Pole+Reinf TP38 278x37 477x0 4938 t Reinf.3 Tension Rupture 86 6/° , tnxTower Report-version 8.2.4.3 April 4,2024 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.944929, Order 666253, Revision 0 Page 6 ..... . . _. ..,_. _ ..... Component Elevation(ft) Tye Size Crittcal Element /o Capacity Pass/Fall 12.5-7.5 Pale+Reinf. TP39.079x38.278x0.4875 y Reinf.3 Tension Rupture 89.7% Pass V 7 5 3 92 Pole+Reinf -_ TP39.692x39.652x0 3 92-3.67 � Pole+Reinf. � 7625 I Reinf 3 Tension Rupture � 91 8% } Pass 39 652x39.079x0 4875 Reinf. of 3 Tension Rupture i 63 7% Pass 3.67-3.25 Pole+Reinf. TP39.759x39.692x0.7625 Remf.3 Tension Rup� �ure 63 9% Pass F4938 Reinf. 1 Compression 866% 1 Pass 3.25 3 Pole+Reinf TP39 799x39 759x0 3 0 Pole+Reinf. TP40.28x39.799x0.5 Reinf. t Compression 88.1% Pass 9 Summary p Pole 84 0% Pass Pa Reinforcement _... _. .. ...... . 91.8% Pass--—] rail 918% Pass- Ove Table 5-Tower Component Stresses vs. Capacity- LC7 ... . ....._ w _....._.._•_ __..._.._. .. %Capacity Pass/Fail Notes Component Elevation(ft) µ 1„2 Anchor Rods 80.0 Pass -_._.. ....... ...... �. , _ ni.. _ ..._ . a. .. M, ,. .... _.. . ..,..._.. _ .... 1,2 Base Plate G 88.1 Pass 1,2 Base Foundation Structural_ 5. ...m.. ..... _ ctural � ( .� .._ 75.3 Pass 1,2 ; Base Foundation Soil Interaction Pass �- µ µ N-Structure Rating(max from all components}—� — �91.80/1 Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.2.4.3 ��0�tua'suD 2 OFFICE LOCATION: MAILING ADDRESS Town Hall Annex ,r, ;� P.O. Box 1179 54375 State Route 25 �i (cor. Main Rd. & Youngs Ave.) Southold,NY 11971 Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 13, 2024 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. w ....,._..._._ A_ .wwl.l..� _...._w.�_..-.ect Tax.�Ma. .... ....._.__ Amount...._.._... . Ch.. ...-.�.__.._.__ ..� ........ pp cant/Proj p # eck Date/No. Name8� T /Pe....... .._._.........,.,_....._.........................�.......,.,..,.,.....,.,...,.,. �. .... ......._. $4000.00 _..�.�_ 5/8/24 -#210�2 ____ __.w AT&T Upgrades at Baxter 108.-4-11.3 Centerline Communications Ir .✓,drm �„�, �� �a,t �l ;;! �, i ";����/ �/ ,,,.e I,.. ,�lJ .a ��'✓� � ice% � � .�,dc�, �(. ...., � ,�, ,� %�...✓o ���,�,. ,r CENTERLINE COMMUNICATIONS 2102 750 w CENTER ST SIT 301 GATE O THE PAY � �dJul � $ 16000 T r ORDER OF,--- ..� _�... ....,.._..m,,.. �a ........ .�.. _ ............... T 6 P rl Ll fk-r;, O FOR_A iin.�[3 ....�.�.�2 0 2 rig^ is 0 3 D ? i: ?99 2 0 0 ? 2 0 is n tIt r�r.< � 00 O w ra C C7 --e! CD 00 N f ( J ._.... ...�.. ...... ......._.. r' r� � kmJ r ch l m = ` v r) O m — O�^ _ O Il7 r' co r O p r r CD r rt al, -'- I W v: W � � 00 �-. CD 00 NCD 00 W _ O � - r. u w�y CD n 7 CD bo 77 0 C: f �w. ra ✓ Q > r, 0 l l 'TOWN OF SOUTHOLD KK 38387 .. Purchase Order# .,........ _. . a Account#� .:.: Date : .. ......_. mm.. _ , .... _ ........_ ._... Deliver and send t iffling to: Fyenr Department a � � l melnt � � � 4 Address awes VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment'* ITEM QUANTITY DESCRIPTION UNIT.COST TOTAL {p f p @[ p t k ,ll,�� /s .mw THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE DEPARTMENT'S CERTIFICATION OF GOODS OR SERVICES SUFFICIENT FUNDS AVAILABLE IN THE.AIRRO 'RIATIt" N CHARGED ,` ,, I certify that the goods or services were received by this � Department and all exceptions duly noted. �, ., Dept. Head I CERTIFY THIS TO BE A JUST Signed Title AND TRUE PURCHASE ORDER s Date Supervisor - Work Order CONSULTANTS, INC. 2423 S. Orange Avenue#317 -"'Date No. W.O.. Orlando, FL 32806 O. 5/31/2024 3003 WORK ORDER FOR: Town of Southold Attn: Planning P.O.Box 1179 Southold,NY 11971 P.O.No. SITE REF TBD ATT 415 Elijah Ln Description Rate WORK ORDER/LETTER OF AGREEMENT: Re: Agreement between Town of 4,000.00 Southold, NY(Town)and Cityscape Consultants, Inc. (Consultant) As per the above referenced agreement between Town and Consultant, Consultant agrees to provide a review analysis for Site Reference Application for AT&T to modify proposed equipment plan modifications on facility located at 415 Elijah Lane SCTM#1000-108.-4-11.3 Cityscape Contact: Elizabeth Herington-Smith (877)438-2851 Elizabeth@CityScapeGov.com TOWN OF SOUTHOLD 311 8387 Purchase Order# , �3 Date .o... _. _ m Account#q Deliver and send billing too Vendor Department � :. t , ,, t Address VENDOR **Return this.copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION UNIT COST TOTAL fP } L r i 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 THE.APPROPRIATION CHARGED�� ;e r Dept. Head � � %'� � ,�.. I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER ,> , Supervisor DEPARTMENT COPY OFFICE LOCATION: MAILING ADDRESS Town Hall Annex P.O. Box 1179 Southold,NY 11971 54375 State Route 25b�1 (cor. Main Rd.&Youngs Ave.) Southold,NY � � �� Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 13, 2024 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. . Applicant/Project,_..._. W Tax Map # �mmm Amount" Check Date/No. Name 8� T1lP..e...... �.._ .. -$4000.00 5/8124-#210 2........_...� AT&T Upgrades at Baxter 108.-4-11.3 Centerline Communications Il � ,„,�„ ,,,�. i,am• „��f.. y, ii,� ��;, ,l�,�.� d, .y, 1,�� „'�6, �, � o r^"�,kM w� ' ...� .. �� � CENTERLINE COMMUNICATIONS LLC 2102 750 W CENTER ST STE 301 W BRiDGEWATER,MA 02379-1545 a� DATE d�J� iy l �L51� . .. .... A o�� o ���� v>2d s 1 ORIDER DOLLARS ROC KLAN T R U S T 6,�- 6 u. 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