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1000-15.-9-8.1 (2)
OFFICE LOCATION: ^ ' ' 2 MAILING ADDRESS Town Hall Annex « P.O.Box 1179 54375 State Route 25 (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: November 13, 2025 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 Tax Map # Amount Check Date/No. Name & Type ATT Wireless Upgrades at MGH 15.-9-8.1 $4,000.00 11/6/25 -#14597 Orient Wireless Facility Airosmith JAM IWM Job Number Oracle PTN �`woJ y iiT SITE ID: SINY009226 WSNYJ0073674 2191A1HG4Y a+Q WSNYJ0073829 2191A1HAZZ M``�v7� SITE NAME: EAST ORIENT POINT WSNYJ0075702 2191A1HKW7 WSNYJ0075702 2191A1HF62 7670 SOUTH CHESTER ST. USID: 48780 ENGLEW000,CO 80112 WSNYJ0073486 2191A1HM5W at &0 t SITE ADDRESS: 40200 MAIN ROAD W5NYJ0073201 2191A1HBXE W ORIENT POINT,NY 11957 SNY10072965 2191A1HMKK WSNYJ0075923 2191AIHDSG FA#: 10107374 2024 ERICSSON MODERNIZATION � PROJECT INFORMATION VICINITY MAP PROJECT DESCRIPTION Fu f le, `} n P P OfS�ON OF.Y:LOP CONSTRUCT SITE NAME: EAST ORIENT POINT APPLICANT: I AT T WAY CORP. .." (6)OSG TOWER EDUIPNENT TG BE REMOVED: fXKTNG C:.OUND 0-25E RA TD R£WW SITE NUMBER: 101073746 1 DMIN WAY O (6)05665E212 ANTENNAS (1)DC12-4B-60-0-2A RAYCAP UNIT ILO SCHAUMBURG,I E.WOODFIELD ROAD,SUITE 500 FA�: 10107374 BEDMINSTER,NJ 07921 `12)C8C]82123-DS OUPLEXERS (1)OG6-48-6D21 RAYCAP UNIT SCHAUML 847-908-MO 660173 USID; 48780 s %2,-TOWER EQUIPNENT TD REMuu: (1)NETSURE OS BLOCK FOR POWER PLANT TEL PP 1118-8400 SITE ADDRESS: 40200 MAIN ROAD ram^'. } O QEW LOFS E.A.CABLES (1)549017 FUSE BLOCK FOR 6610 CONTROLLER COAR OO IbBb9Dm ORIENT POINT,NY 11957 t 'FV/TOWER EOLNPMENT TO eE 1NSTAUEn (7)VERTIV-48VDC R48-200DE3 RECTIFIERS www.fullerton us.c STRUCTURE OWNER OCTAGON EDGE TOWERS, LLC 1 (6)KW55-65A-R3 ANTENN49 (12)SBS170F BATTERIES ADDRESS: PO BOX 333, MAIN RD "'*•'••'-`^-'O (12)STX61792T-43 DUPLEXERS (1)FL%12 PURCELL COUNTY: SUFFOLK ORIENT POINT, NY 11957 (12)LOF5 COAX CABLES CABELMSION ME-48 VDc EV DATE DEscRIPiION Br APN: 100001500090000BOOl CONTACT: i' (6)HR RET COAX CABLES 02 SIAD ON-48 VDC IN FLX12 RA 3 OS 2 PRELIMINARY MS JURISDICTION: TOWN OF SOUTHOLD PHONE: (2)UNIVERSAL CONCEALMENT ANTENNA MOUNTS NEW � 'ND PO If M TO B IuSIAL, D: B 10 O6 25 ISSUED FOR PERMIT RJ ZONING: MARINE I \ F%�nN.[RD'NO D neuEM TD REYDVEO (})4490 B5/012A RflNS A&F FIRM: FULLERTON ♦, REMOVE ALL NOKIA EQUIPMENT (})4494 814/B29 RRHS LATITUDE(NA : 41.1526666' ADDRESS: 1100 WOODFIELD ROAD,SUITE 500 (3)525 RRH4X30-4R RRHS (3)4890 625/B66 RRHS ( ) SCHAUMBURG.IL 60173 . (3)4T4R 912/14 320W AHLBA RRHS (3))4467 B770 B77G RRHS LONGITUDE(NAD83):-72.2442222' CONTACT: HILDA ALLAWIRDI - (3)4TAR BS 1BOW MCA RRHS ((1)200ANP UPGRADE KIT FOR 512 POWER PLANT PHONE: (847)908-8400 (3)RRH4%25-.CS RRHS (3)VERTN-48VDC R48-2000E3 RECTIFIERS GROUND ELEVATION:39'A.M.S.L. EMAL: hallDwirdi0(ullerton-us.cam SITE ((6)CBC]82123-DS WPLIXERS (1)OLRDOOR VERTN 45V BATTERY CABINET HEREBY CERnFY THAT THESE RORnwINOs WERE STRUCTURE TYPE: STEALTH MONOPOLE O (1)TE21 DO POWER PUNT (B SBS170F BATTERIES PREPARED BY ME OR MY DIRECT ({ COROIX 3.1 KW RECTIFIERS (2 24VDC CONVERTERS MODULE 4B0TO 24 IN SUPERVISIory AND THE REST STRUCTURE HEIGHT:89'-0" OF Mr KNDWL o f Eq5�� xrtN CONSTRUCTION: JIB-UNPROTECTED,NON-COMBUSTIBLE ((2 24V MCLEAN BATTERY CABINETS 512 DCPP THE REOUIR �1( LC APIfp, DES. (1 UMTS CABINET (1)RAY38 CABINET SRF ACQUISITION& ERICSSON OCCUPANCY TYPE: UNMANNED (I FLX16 PURCELL CABINET ((6)SOX61923420 DUPLEXERS ZONING/PERMITTING 6300 LEGACY DRIVE (3)DC2-48-60-0-9E RAYCAP UNITS (1)FIR SSON 6672 BBU IN RAY38 Cr AGENT: PLAND,TX 75024 USE GROUP: U-UTILOY AND MISCELLANEOUS (1)1DOAMP POWER PLANT DISCONNECT (I)ERICBSON 6610 SITE CONTROLLER IN RAY38 KIM DILLARD 6 STX61742T-43 OUPLEXERS 2 �A (903)243-5540 ADA COMPLIANCE FACILITY IS NOT FOR HUMAN NOTE: kim AillordOedcsson.com HABITATION THE POWER DESIGN FOR ANY AC ELECTED—POWER CHANGES IS TO BE PERFORMED BY OTHERS AND IS SHOWN LL - HERE FOR REFERENCE PURPOSES ONLY,A111 IS SOLELY RESPoNSIBIE FOR THE ELECTP—POWER DESIGN. GENERAL NOTES LOCATION MAP SHEET INDEX THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS - - .T SHEET# DESCRIPTION REVISION# REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT ; ♦ f. • DISTURBANCE OR EFFECT ON DRAINAGE; NO SANRARY SEWER SERVICE, PORTABLE WATER, OR TRASH �( '� R"�� T-1 TITLE PAGE B E.�'„CTyST'� DISPOSAL IS REQUIRED,NO COMMERCIAL SIGNAGE AND NO LANDSCAPING IS PROPOSED. ';• ;.♦ GN-1 GENERAL NOTES B DO NOT SCALE DRAWINGS - GN-2 SIGNAGE B SITE NAME ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR A 11"X17"SET.CONTRACTOR SHALL VERIFY '} ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY C-1 SITE PLAN B UNOTIFY TEENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE f ;y J4 �, C-2 EQUIPMENT PLAN g EAST ORIENT POINT WORK OR THE BE ARCHIRESPOCT/NSIOLE FOR SAME. - C-3 ELEVATIONS B CODE COMPLIANCE yq C-4 ANTENNA PLANS B SITE ID: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE t ` C-5 ANTENNA&CABLE CONFIGURATION B SINY009226 CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING C-6 EQUIPMENT DETAILS B AUTHORITIES. SI FA NUMBER: ♦♦ B BUILDING COOS C-7 EQUIPMENT DETAILS 2020 BUILDING CODE OF NEW YORK STATE,2018 IBC �• 10107374 ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODER' ' , C-8 EQUIPMENT DETAILS B MECHANICAL CODE: 2020 INTERNATIONAL MECHANICAL CODE,2018 IMC \ C-9 EQUIPMENT DEIFIES B SITE ADDRESS FIRE CODE, 2020 FIRE CODE OF NEW YORK STATE,2018 IFC r �``�,A'• C-10 EQUIPMENT DETAILS B ORI40200 MAIN ROAD ENT POINT,NY 11957 ' C-11 EQUIPMENT DETAILS B C-12 ANTENNA FIT B SHEET NAME C-13 POWER AUDIT B SCAN QR CODE APPROVALS G-1 GROUNDING DETAILS B TITLE SHEET FOR LINK TO SITE DE c-z cRourDlNc DETAILS B LOCATION MAP A ERICSO DATE: ERICSSON(PM): DATE; SHEET NUMBER �, 1 • RE ENGINEER: DATE:E SITE ACQUISmON: DATE: I LANDLORD: DATE: T I PROJECTa 2024.00980040 GENERAL: ELECTRIC: SITE WORK: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS,REGULATIONS,AND 1. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL GOVERNING STATE, 1. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT ���� RULES SET FORTH BY FEDERAL,STATE,AND LOCAL AUIHORMES NTH JURISDICTION CONSTRUCTED OVER COUNTY AND LOCAL CODES AND OSHA REQUIREMENTS. CONTROL MEASURES.THE WORK AREA SHALL BE CONSUCTED AND MAINTAINED IN SUCH ``�/j THE PROJECT.THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL TIMES. �� ORDINANCE,REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 2. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 2. PERFORM ALL SURVEY.LAYOUT,STAKING AND MARKING TO FSTABUSH AND MAINTAIN ALL 2. ALL WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS,PROJECT LINES,GRADES,ELEVATIONS AND BENCHMARKS NEEDED FOR ERECTION OF THE WORK. 7670 SOUTH CHESTER ST. SPECIFICATIONS,AND THE CONSTRUCTION CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS, INSURANCE.EQUIPMENT. ENGLEWOOD,CO 00112 INSTALLATION,CONSTRUCTION TOOLS AND TRANSPORTATION FOR A COMPLETE AND 3. LOCATE AND CLEARLY FLAG TREES,VEGETATION AND EXISTING SITE CONDITIONS TO REMAIN 3. THE CONTRACTOR SHALL HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHDUT AND AS INDICATED ON DRAWINGS. UNDISTURBED DURING CONSTRUCTION. LOCATION IN WHICH THE WORK IS TO BE PERFORMED.FOR JURISDICTIONS THAT LICENSE INOMDUAL TRADES,THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES 4. THE CONTRACTOR SHALL 013TAJN ALL PERMITS,PAY PERMIT AND INSPECTION FEES,AND BE 4. THE CONTRACTOR SMALL COORDINATE WITH PROJECT MANAGER TO ESTABLISH INSPECTIONS SEAL BE UCENSED. RESPONSIBLE FOR SCHEDULING INSPECTIONS WITH THE AUTHORITY HAVING JURISDICTION. AND APPROVAL PROCESS FOR ALL SITE WORK. 4. FOLLOW ALL APPUCABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND 5. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS 5. EXCAVATION AND STRUCTURAL BACKFILL FOR TOWER AND EQUIPMENT FOUNDATIONS SHALL HEALTH ADMINISTRATION(OSHA)AND STATE LAW AS DEFINED IN THE FEDERAL ESTABUSHED BY ANSI,IEEE,NE.A AND NFPA BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.CONTRACTOR IS 6. ALL MATERIALS SHALL BE U.L LISTED. OCCUPATIONAL SAFETY AND HEALTH ACT. REQUIRED TO OBTAIN A COPY OF THE REPORT PRIOR TO CONSTRUCTION. 5. PRIOR TO THE SUBMISSION OF THE BID.THE CONTRACTOR SHALL VISIT THE JOB SITE, 6. SUITABLE NON-STRUCTURAL BACKnU,'EXCAVATED INORGANIC MATERIAL,COHESIVE AND VERIFY ALL DIMENSIONS AND BECOME FAMILIAR WITH THE FIELD CONDITIONS.ANY 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN NON-COHESIVE MATERIALS,INCLUDING GRAVEL.,SAND,SILT,CLAY,AND COMBINATIONS DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANGER. INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THEREOF FREE FROM REFUSE,FROZEN LUMPS,STONES OR ROCKS LARGER THAN 3 6. DRAWING PUNS SHALL NOT BE SCALED. THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. INCHES. C A } n 8. MATERIALS SHALL MEET WITH APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 7. UNSUITABLE BACKFIW TOP SOIL,HIGH AND MODERATELY PLASTIC SILTS AND CLAY, Fuller N`z MATERIAL CONTAINING REFUSE,FROZEN LUMPS,DEMOLISHED BITUMINOUS MATERIAL, oezlnW oevTLOP m nun 7. THE CONTRACTOR WIT OR SMALL NOT PROCEED APPWITHROVAL. ANY WORK NOT CLEARLY IDENTIFIED ON THE 9 THE CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST,AND VEGETATIVE MATTER,WOOD,STONES IN EXCESS OF 3 INCHES. I IGO E.WOODFIELD ROAD.SUITE SOO DRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE PROTECT MANAGER. EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND SCHAUMBURG,ILLINOIS 60173 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH STARTING CONSTRUCTION.CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS B. CLEAR AND GRUB THE AREA WITHIN THE ITS OF THE SITE AND ONLY THE IMMEDIATE TEL 947-9068400 MANUFACTURER RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE NOTED. TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS.FAULTY EQUIPMENT AND SURROUNDINGS NECESSARY TO COMPLETE THE WORK.REMOVE THE FOLLOWING MATERIALS COA#0016SS9 DISCREPANCIES. TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: Www.Rullerton-uF,com 9. ALL MEANS AND METHODS OF CONSTRUCTION DEALING WITH TOWER CONSTRUCTION AND TREES,BRUSH,ROOTS,STUMPS.RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING SAFETY,STEEL ERECTION,EXCAVATIONS,TRENCHING,SCAFFOLDING,FORMWORK,ELECTRICAL, 10. THE CONTRACTOR SHALL COORDINATE WITH UTLRY COMPANY FOR CONNECTION OF THE ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA DATE oEscmmary BY PAID WORK IN CONFINED SPACES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY AND PERMANENT POWER TO THE SITE THE TEMPORARY POWER AND ALL RA 3 OS 2 PRELIMINARY MS HOOKUP COSTS TO BE PAID BY CONTRACTOR, 9. CLEAR,GRUB,STRIP AND EXCAVATE FOR THE ACCESS ROAD AND TOWER COMPOUND TO B 10 O6 2 ISSUED FOR PERMIT Rd 10, WHEN THE CONTRACTOR ACTIVITIES IMPEDE OR OBSTRUCT TRAFFIC FLOW,CONTACTOR THE UNES AND GRADES INDICATED ON THE DRAWINGS.SCARIFY TO A DEPTH OF 6 INCHES SHALL PROVIDE TRAFFIC CONTROL DEVICES,SIGNS,AND FLAGMEN IN ACCORDANCE WITH 11. UPON COMPLETION OF WORK,CONDUCT CONTINUITY,SHORT CIRCUIT,AND FALL OF AND PROOF-ROLL ALL DEPRESSIONS,SOFT PLACES AND OTHER DEFECTS SHALL BE APPLICABLE FEDERAL,STATE,DOT AND LOCAL REQUIREMENTS. POTENTIAL GROUND TESTS FOR APPROVAL SUBMIT TEST REPORTS TO THE PROJECT FILLED AND COMPACTED WITH SUITABLE FILL. MANAGER. 11. THE CONTRACTOR SHALL COORDINATE SITE ACCESS AND SECURITY WITH THE PROPERTY 10. ALL MATERIALS AND DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL AN OWNER AND THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 12. ALL BROCHURES,OPERATING MUALS,CATALOGS,SHOP DRAWINGS,ETC.SRALL BE BE REMOVED FROM THE SITE AND DISPOSED PROPERLY.BURNING IS NOT PERMITTED. TURNED OVER TO THE PROJECT MANAGER AT JOB COMPLETION. I HEREBY CERTIFY THAT THESE DRAWINGS WERE 11. GEOTEXTILE FABRIC SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATINS.O PREPARED BY ME OR UNDER MY DIRECT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITIES. suPER"'.AH D TO THE BEST 13. POST-INSTALLATION,ANY WORK,MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE OF MY KNIT n� OMPLY WRH 13. THE CONTRACTOR SHALL CALL THE LOCAL PUBLIC UTILITY LOCATING PROVIDER(811)A CORRECTED AT ONCE,UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE 12. REMOVE ALL FORMWORK RESULTING FROM CONCRETE CONSTRUCTION PRIOR TO BACKRLL THE RED 1S Ir. ARM CODES. MINIMUM OF THREE BUSINESS DAYS PRIOR TO EXCAVATING IN THE PUBLIC RIGHT OF WAY. CONTRACTOR. 13. ALL SUITABLE FILL MATERIAL SHALL BE INSTALLED IN HORIZONTAL LAYERS NOT EXCEEDING 'l0 �pf FE 3.Yiy�`�y 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PRIVATE UTILITIES. 14. PROVIDE THE PROJECT MANAGER WfTH ONE SET OF COMPLETE ELECTRICAL'AS-INSTALLED' A LOOSE DEPTH OF 9 INCHES AND SHALL BE COMPACTED TO NOT LESS THAN 95X OF yA DRAWINGS AT THE COMPLETION OF THE JOB,SHOWING ACTUAL DIMENSIONS,ROUTINGS THE MAXIMUM DRY DENSITY PER THE MODIFIED PROCTOR TEST,ASTM D1557. = O 15. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTUTIES OR FACIUTIES IT DEEMS AND CIRCUITS. 14. WHEN SOFT,YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED AT Ld E O NECESSARY TO COMPLETE THE WORK.THIS INCLUDES.BUT IS NOT UNITED TO WATER, 15. ALL ELECTRICAL EQUIPMENT SHALL BE LIBELED WITH PERMANENT ENGRAVED PLASTIC THE REWIRED TRENCH BOTTOM ELEVATION,OVER-EXCAVATE THE TRENCH TO A DEPTH OF O SEWER,POWER,TELEPHONE,HEAT,LIGHTING OR SECURITY. LABELS NOTING USE FUNCTION. NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH 0 16. WHEN EXCAVATING IN THE AREA OF EXISTING UTILITIES,THE CONTRACTOR SHALL USE GRANULAR BEDDING MATERIAL. Y "LA C 4JX REASONABLE CARE IN PROTECTING SUCH UTILITIES.CONTRACTOR SHALL NOTIFY THE 16. EACH CONDUCTOR OF EVERY SYSTEM SHO L BE PERMANENTLY TAGGED IN EACH PANEL 4� PROJECT MANAGER IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND BOARD,PULL BOX,J-BOX,SWITCH BOX,ETC. 15. UTIUZE SUITABLE FILL MATERIALS RESULTING FROM THE EXCAVATION WORK IN THE PROPOSED CONSTRUCTION. CONSTRUCTION OF FILL,ACCESS ROAD,SITE GRADING AND FOR THE REPLACEMENT OF 17. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIAL UNLESS REMOVED UNSUITABLE MATERIALS. 17. DAMAGE TO PUBUC OR PRIVATE UTIUTES SHALL BE REPORTED TO THE PROJECT MANAGER OTHERWISE NOTED. AND THE OWNER OF THE UTILITY IMMEDIATELY.ANY DAMAGE RESULTING FROM 16. PERFORM ALL FINISHED GRADING TO PROVIDE SMOOTH,EVEN SURFACE AND SUBSURFACE --- CONTRACTORS NEGLIGENCE OR FAILURE TO ACT WITH DUE REGARD SHALL BE REPAIRED AT 18. ALL CONDUIT SHALL HAVE A PULL WIRE,ROPE OR MULE TAPE PER PROJECT MANAGER. DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.GRADING SHALT.BE CONTRACTORS EXPENSE. COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. SITE NAME 19. ALL CONDUCTORS SHALL BE COPPER. 18. UNLESS OTHERWISE NOTED ON THE PLANS,CONTRACTOR SHALL ASSUME ALL SURFACE 20. ALL CIRCUIT BREAKERS,FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE Al INTERRUPTING FEATURES SUCH AS BUT NOT LIMITED TO BUILDINGS.PAVEMENTS,LANDSCAPING FEATURES, SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED,AND A MINIMUM OF 10,000 EAST ORIENT POINT PLANS,ETC.ARE TO BE SAVED AND PROTECTED FROM DAMAGE.CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SITE CONDITIONS PAID UPON A.I.C. COMPLETION OF WORK REPAIR BACK TO ORIGINAL CONDITIONS ANY DAMAGE TFR47 21. PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE OCCURRED DURING CONSTRUCTION, ELECTRICAL WORK. SITE ID: 19. KEEP THE CONSTRUCTION SITE CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, SINY009226 RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. 22. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED TO MATCH ORIGINAL RATING. LEAVE PREMISES IN CLEAN CONDITION AND SHALL BE SUBJECT TO APPROVAL BY THE PROPERTY OWNER AND THE PROJECT MANAGER. 23. BX OR ROMEX CABLE IS NOT PERMITTED. FA NUMBER: 20. THE CONTRACTOR SHALL PROVIDE ON-SITE TRASH RECEPTACLES FOR COLLECTION OF 24. ALL ELECTRICAL/FIBER ENCLOSURES,JUNCTION BOXES,CONDUIT KNOCKOUTS,RACEWAYS, 10107374 NON-TOXIC DEBRIS.ALL TRASH SHALL BE COLLECTED ON A DAILY BASIS. ETC.SHALL BE RODENT-PROOF. SITE ADDRESS 21, ALL TOXIC AND ENVIRONMENTALLY HAZARDOUS SUBSTANCES SHALL BE USED AND 25. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A DISPOSED OF IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.UNDER NO COMPLETE AND UNDAMAGED CONDITION. 40200 MAIN ROAD CIRCUMSTANCES SHALL RINSING OR DUMPING OF THESE SUBSTANCES OCCUR ON-SITE, ORIENT POINT,NY 11957 22. UNLESS NOTED OTHERWISE,CONTACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS NECESSARY FOR CONSTRUCTION. SHEET NAME 23. THE PROJECT MANAGER MAY RETAIN THE SERVICES OF A TESTING LABORATORY TO GENERAL PERFORM QUALITY ASSURANCE TESTING ON VARIOUS PORTIONS OF THE CONTRACTORS WORK.WHEN REQUESTED.THE CONTRACTOR SHALL INFORM THE TESTING LABORATORY AND NOTES ASSIST THEM IN COMPLETING TESTS. 24. THE CONTRACTOR SHALL MOUNTAIN AND SUPPLY THE PROJECT MANAGER WITH AS-BUILT SHEET NUMBER PLANS UPON COMPLETION OF THE PROJECT. GN- I PROJECT#2024.0098DO40 Property of AT&T , at&t Authorized Personnel Only 7ENG SOUTH C O 801TER ST. Q WARNING N I N G AL W A R N I N G ENGLEWOOD,CO 80112 GATE/SHELTER/CABINET DOOR SIGN SCALE: N.T.S. ���• "/ Fullerton 1 ' AT6T operates amennas at Mk sAe In the SlripedArao you are entnicg an mea oEstoN oevnLor coNsrsucr whe:a radio Irequrnty IRF I fiNCt Forced the 1100 E.WOODFIELD ROAD.SUITE 500 Beyond this point: SCHAUMBURG.ILLINOIS 60173 Radio frequency fields at this site FCC Occupational Esposws Undo. TEL 847 016a590 exceed the FCC rules for human Ffllure to follow safety guidelines for wcllling www.mnerT0m0:.TDm • expo sure. N an RF emronment rotdd result In wrinus mJury. ' a REV W5 DESCRIPTION WN 8Y Fellurs to obey ell Daeted Rlpnr end cite #polar[AT&T at I1Do-638-182;eplbn9altd 3, A 3 OS 2 PRELIMINARY MS euldellnee for working In redlo frequenoy and follow their mstrutllonS prior t0 performing B 10 O6 2 ISSUED FOR PERMIT RJ NO AUTHORIZED .ml'e,m.nt.eDDid r..r"::::....r.eMe injury maintenancear6pakswdMnthestrlpMarea J PERSONNEL ONLY nnR1LL TRESPASSING BEYOND THIS POINT IHEREBY CERTIFY THESE DRAWINGS WERE PREPARED N MEE O UNDER MY DIRECT RVI SUPESION MID CONTT ROL.AND TO THE BEST Or MY KNOWLEDGE AND WITH THE REQUIREMENTS .WPe. S. FENCED DOOR EQUIPMENT fF COMPOUND SIGN SCALE: N.T.S. 2 SIGN ScALe. �u's. 3 RF DANGER SIGN SCALE:N.T.S. ¢ RF WARNING SIGN SCALE: N.T.S. S Federal Communications CommWlgn TowerRylsheUon Number /s'��N to OCAUTION NOTICE 1042282IL — rCvnrrAl91 ' SITE NAME • FCC ASR SIGNAGE SCALE: N.T.S. $ EAST ORIENT POINT �iFORNIATION INFORMATION SITE ID SINY009226 ACTIVE ANTENNAS ARE MOUNTED FA NUMBER: �ewa°Ylfam"sRMr"w ll""•fro Beyond this point: o��enr .rmm .,.. ON THE OUTS PAEFACEOFiHSBWIDNG 10107374 Radio fre uenc fields at this site Radio frequency fields bs and TN,Mes.Dsloe BEHINOTHISPANEL q Y q y yr.n.iyw.var.uramRrryrl.Rmw SITE ADDRESS may exceed FCC rules for human this point may exceed the FCC ONTHBSTRUCTURE exposure. general public exposure limit. STAYBACKA MINIMUM OF 3 FEET 40200 MAIN Rao ORIENT POINT,NY 11957 For your safety,obey all posted signs and Obey all posted signs and site guidelines r.rw. �.rr. FROM THESE ANTENNAS site uidelines for workin In radio for working in radio frequency W..r...,wr wur.E.,...,.rr,.......r.. frequencyenvlronmenis.g environments. Wr" �.a nl,w CoI16d AT&T Mobllfrya1000-638.2522 SHEET NAME ................, .wp,.m,.„ae..�<.� e,u.n.M and follow tlleh lnsWNola piano padaming i' any maintenance a nears doser kn 3fed SIG NAG E from dreantennas. ^µoN� This is Ai&i Modlily site-I, SHEET NUMBER GN-2 RF CAUTION SIGN SCALE: N.T.S. 6 RF NOTICE SIGN SCALE. v.-s. 7 INFORMATION SIGNS SCALE:N.T.S. 9 PROJECT#2024,00980040 ABBREVIATIONS AFT ABOVE FINISHED FLOOR ` J ^^^ A 1T AFL ABOVE FINISHED GRADE Mt&■ AAGL MSL ABOVE GROUND LEVEL \\\iii APPROX ABOVE MEAN SEA LEVEL APPROXIMATE ATS AUTOMATIC TRANSFER SWITCH BL,G AUILDIN N WIRE GAUGE BUILDING 7670 SOUTH CHESTER ST. BBU BASE BAND UNIT ENGLEWOOD,CO 80112 Q CENTERLINE CLR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT GRAN CENTRALIZED RAN C-RAN CLOUD RAN DWG DRAWING FT FQOT(FEET) GB EQUIPMENT GROUND BAR E ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION Fuller t, n EQUIP EQUIPMENT EXISTING OTHER CARRIER SHELTER (E) EXISTING EENN EXTERIOR D__coHsrnocr END FOUNDATION F FIBER GA GAUGE 1 IOO E.4AUM U G,I ROAD.SUITE 600 GALV GALVANIZED SCHAUMURG,ILLINOD 60173 GPS GLOBAL POSITIONING SYSTEM TESL 647A0&6100 GNO GROUND COAit 0016659 GSM GLOBAL SYSTEM FOR MOBILE www.(ullertonef.com COMMUNICATION LTE LONG TERM EVOLUTION MAX MAXIMUM R. DATE DESCWPriOu BY MFR MANUFACTURER A 03/05/25 PRELIMINARY MS MIN MASTER GROUND BAR O B 10 O6/2 ISSUED FOR PERMIT RJ MIN MINIMUM MULTIPLE IN MULTIPLE OUT N'T.S N.T.S. NOT SCALE O.C. ON CENTER E%ISTING OTHER CARRIER SHELTER M1 RADIO PRO POWER PROTECTION CABINET R RADIOPROPERTY LINER ACCESS NETWORK RBS RADIO BASED STATION 1 HEREBY CE BY THAT THESE DMY DI s WERE RRH REMOTE RADIO HEAD PREPARED BY ME 0 R MT DIRECT RGS RIGID GALVANIZED STEEL or MTI'HOWµD StN[pp� THE WITH IN IN THE REOUM ( U ET eE DES. B(S),�' POUND 5 O` `��.OR Co �J SQUAR �00T STL STEEL hlv .tP 9 s 1YP TYPICAL y UNO UNLESS NOTED OTHERWISE UNIVERSAL MOBILE EXISTING CHAIN LINK FENCE TE I1 Q LIMITS LE-COMMUNICATION SYSTEM W//F WITH IN FIELD EXISTING AT&T ICE BRIDGE t 9 XFMR TRANSFORMER SYMBOLS NEW&EXISTING AT&T \O PROF`S EQUIPMENT ON STEEL PLATFORM ® SEE C-2 EQUIPMENT PLAN REVISION SITE NAME 0 WORK POINT UTILITY POLE EAST ORIENT POINT BRICK O COMPRESSED STONE 0 CONCRETE SITE 10: 0 EARTH SINY009226 O GRAVEL FA NUMBER: 0 MASONRY 10107374 0 STEEL EXISTING STEALTH MONOPOLE SITE ADDRESS ------- CENTERLINE ---------- PROPERTY LINE EXISTING AT&T GPS ANTENNA NEW&EXISTING AT&T ANTENNA 40200 MAIN ROAD ------- LEASE LINE SEE C-4 FOR ANTANNA PUN ORIENT POINT,NY 11957 EASEMENT UNE FENCE —X—X— CHAINLINK ❑ ❑ WOOD SHEEP NAME O O WROUGHT IRON —E—E ELECTRIC —OE—OE— OVERHEAD —UE—UE— UNDERGROUND SITE PLAN FF FIBER —OF—OF— OVERHEAD —OF—UF— UNDERGROUND T TELEPHONE SHEET NUMBER T OT—OT— OVERHEAD N UT—UT— UNDERGROUND —C—DC DCPOWER _ L LGsO SECTION REFERENCE SITE PLAN SCALE:3/32"= 1'-0" \:l D 2' 4' 8' i 6' PROJECT/ 2024.00980040 BBU SUMMARY:- REMOVE:(1)TE21 DCPP 1.PRIOR TO INSTALLATION OF ERICSSON `vJ ay♦T y REMOVE:(4)CORDIX 3.1NW RECTIFIER EQUIPMENT,REMOVE RELATED NOKIA AT&T � M`O T REMOVE:(2)24V MCLEAN BATTERY CABINET MACRO TOWER BBU EQUIPMENT J `a REMOVE:(1)UMTS �/' REMOVE:(1)FLX16 EXISTING:(1)NETSURE-512-49V/+24V PP(W/100A DISCONNECTS) 7670 SOUTH CHESTER ST. UPGRADE:(1)20DAMP UPGRADE KIT FOR 512 ENGLEWOOD,CO 80112 EXISTING:(1)549017 FUSE BLOCK FOR 8610 CONTROLLER EXISTING:(7)VERTIV-48VDC R48-2000E3 RECTIFIERS INSUFFICIENT INSTALL:(3)ADDTIONAL VERTIV-48VDC R48-20DOE3 RECTIFIER(10 EXISTING TOTAL) (1) OC12-48-60-0-25E INSTALL:(1)00 VERTIV 48V BATTERY CABINET RAYCAP UNIT TO REMAIN EXISTING:(12)SBS170F ORANGE BATTERIES TO REMAIN IN DCPP INSTALL:(8)SBS170F ORANGE BATTERIES IN PROPOSED-48V EXISTING EXISTING BATTERY CABINET (1)DC12-48-60-0-25E (3)RRH4X25-WCS-4R EXISTING:(1)FLX12 PURCELL TO REMAIN 24VDC RAYCAP UNIT RRHS INSTALL(2)24VDC CONVERTERS IN 512 DCPP (3)4T4R B5 16OW AHCA INSTALL(1)RAY38 RRHS INSTALL(1)ERICSSON 8672 IN RAY38 } AH A R 812/14 320W INSTALL:(1)ERICSSON 6610 IN RAY38 INSTALL Fullerton AHLBA RRHS IXISTING:CABELVISION NID-48 VDC(HOT CUT 12/9/19) (3)4494 814 829 RRHS (3)B25 RRH4X30-4R IXISTING:D2 SIAD ON-48 VDC IN FU(12 (3)4890 825 B66 RRHS DFSIaN DevcwP wusrau<r RRHS NOTE:ND GENERATOR: ALL RRUS ON PLATFORM TO REMAIN-48V (3)4490 EIS B12 RRHS TO BE REMOVED 1100 E.WOODFIELD ROAD,SUITE SDO (3) 44678771) 7G RRHS SCHAUMBURG,ILLINOIS 60173 EXISTING INSTALLTEL.847-9084MM (2)24V MCLEAN BATTERY CABINET oA#�18ic (1) CABINET ERICSSON ,tulle TO BE REMOVED .Om (1)ERICSSON 6672 EXISTING(1)TE21 DC POWER PUNT (1)ERICSSON 6610 REv DATE DESC—ON ar (4)CORDEX 3.1KW RECTIFIERS INSTALL A 3 05 2 PRELIMINARY MS TO BE REMOVED (1)OD VERTIV 48V B 10 06 25 ISSUED FOR PERMIT RJ EXISTING(1)UNITS CABINET BATTERY CABINET TO BE REMOVED (8)SBS170F ORANGE (a)EXISTING CBC752123—DS DUPLEXERS BATTERIES TO BE REMOVED INSTALL EXISTING (6)ST%61742T-43 (1) DC6-48-60-18E RAYCAP DUPLEXERS SHEREBY CERTHY THAT THESE DRAWINGS WERE (6)SO%81 UNIT TO REMAIN PREPMEO BY ME OR UNDER MY DIRECT 923420 UPERVISION AND CONTROL.AND TO INC BEST OUPLEXERS OF MY KNOWLEDGE EF COMPLY WITH EXISTING (1) NETSURE 512 -48V/24V DC POWER EXISTING THE REOu1REME ff ++11 L S� LE c0DE5. PUNT (1) DC6-48-60-18E O` 1v Y`o (7)VERTIV-48VDC R48-2000E3 RECTIFIERS RAY CAP UNIT �� pl LOR \ (12) SBS170F BATTERIES TO REMAIN EXISTING(1) NETSURE a�-"' CO\ EXISTING 512 -4BV/24V DC (2)FIBER MANAGEMENT BOXES POWER PUNT TO BE REMOVED (7)VERTIV-48VDC tt i R411-2000E3 RECTIFIERS EXISTING 1 G.7 EXISTING (3) DC2-48-60-0-9E RAYCAP UNITS BAITERB 5170E ORANGE (1) SPAN TO BE REMOVED EXISTING(1)SPAN INSTALL CABINET CABINET (3)VERTIV-48VDC rf11n�1r (� \OS TO REMAIN EXISTING(1) FLEX12 PURCELL CABINET R48-2000E3 RECTIFIERS P1i S1(1.3� TO REMAIN 48 FUSE BLOCK FOR 6610 CONTROLLER (2)CONVERTER MODULE EXISTING 48 TO V IN 512 OCPP SITE NAME (1)FLX16 (1)2DOAMP UPGRADE CABINET EXISTING CABLEVISION Nil D EXISTING(1)FLEX12 KIT FOR 512 EAST ORIENT POINT TO BE REMOVED -48 VOC&DS SIAD ON PURCELL CABINET -48VDC IN FLX12 (1)549017 FUSE TO REMAIN BLOCK FOR 6610 EXISTING AC PANEL CONTROLLER SITE ID: EXISTING EXISTING AC PANEL SINY009226 GPS ANTENNA EXISTING GABLLVISION NID -48 VDC&DS ON EXISTING AND EXISTING TELCO AND -48VDC IN FLX122 POWER PANELS FA NUMBER: POWER PANELS 10107374 EXISTING CPS ANTENNA SITE ADDRESS 40200 MAIN ROAD ORIENT POINT,NY 11957 SHEET NAME EXISTING ACCESS EQUIPMENT PLAN DOOR EXISTING ACCESS DOOR M SHEET NUMBER ram/ EXISTING EQUIPMENT PLAN D 1' 2' a' 6' SCALE: 1/4"= t'—o" FINAL EQUIPMENT PLAN 0 1' 2' 4' 6' SCALE: 1/4"= 1'-0" Q G2 PROJECT# 2024.0098DO40 NOTES: NOTES: 1. CALCULATIONS FOR THE STRUCTURE AND ANTENNA 1. 2 FEET MINIMUM SEPARATION BETWEEN ALL ANTENNAS _`�J y y 2. 12"VERTICAL SEPARATION BETWEEN STACKED DOD AND :�' aT Q T MOUNTS WERE PREPARED UNDER SEPARATE COVER C-BAND ANTENNAS �e�r/J `{X THOSE CALCULATIONS CERTIFY THE CAPACITY OF 3. PRIOR TO INSTALLATION OF ERICSSON EQUIPMENT, THE STRUCTURE TO SUPPORT THE NEW EQUIPMENT REMOVE RELATED NOKIA AT&T MACRO TOWER/BBU 2. CABLES NOT SHOWN FOR CLARITY EQUIPMENT 7670 SOUTH CHESTER ST. ENGLEWOOD,CO 80112 *T/EXISTING STEALTH MONOPOLE sT/EXISTING STEALTH MONOPOLE FLEV. 89'-0't AGL ELEV. = 89'-0't AGL Fulle 'tf'n oes ocvnoP mHSTRucT NEW EQUIPMENT TO BE INSTALLED: (3)KWSS-65A—R3 ANTENNAS 1100E.WOODFIELD ROAD,SUITE S00 SCHAUMBURG,ILLINOIS 60173 EXISTING EQUIPMENT TO BE REMOVED: TEL 847A 168100 (3)056658-3E ANTENNAS e G OF(N)—ArIk AAW N—W POLE DIA 1 t" N• 0� �01hes9 OF E)AT&T ANTENNAS (6)CB6658—3—OS DUPLIXERS ELEV•T 67'-0'*AGL .om ELEV. = 57'-0"t AGL NEW EQUIPMENT TO BE INSTALLED: (6)STX6174ZT-43 DUPLIXERS REV DATE OcsOR .. EY A 03/05/25 PRELIMINARY MS POLE DIA it" B 10 Ofi/25 ISSUED FOR PERMIT RJ NEW EQUIPMENT TO BE INSTALLED: EXISTING EQUIPMENT TO BE REMOVED: (3)KWSS-65A—R3 ANTENNAS (3)OS6658-3E ANTENNAS (6)CBC782123—DS DUPLIX ERS O ATATM N N OF E) &T ANTENNAS EE57'-0"t AGL V 57'—C"3 AGL HEREBY CERi1EY TAUT THESE DMY ' HERE PREPARED BY ME 0 UNDER TO TRED POLE DIA 1'-2" swERv¢aO To THE BEST POLE DIA V-2" 10107374 HE MY KNO .�y1�9�tI PLY WITH THE REOU Ep[ OE�4UpP CODES, WARM SWAPY LG AZIMUTHS EXISTING 0/120/240 Q• \t(• �'�� \ RFDS FINAL 0/120/240 NEW EQUIPMENT TO BE INSTALLED: (6)STX61742T-43 DUPLEERS VJ 4V �•' ,�� 1, CANISTER DIA 3'-2" ALPHA: * POS1 NEW KWSS-65A—R3 067'WITH B14/1929 4494,PCS/AWS 4890.AND C—BAND 4457.NEED: 2 —COMMSCOPE TWIN TRIPLEXER STX61742T-43 POS1 TOP CANISTER DIA 3'-2" 2 —COMMSCOPE TWIN OUADPLEXER SQX61923420 POS1 BOTTOM EXISTING STEALTH MONOPOLE 1 —RET HR r7 "Qxitf• L : 4—COAX 7/8'O BO' .�3 POS2 NEW KWSS-65A—R3 057'WITH B12/BS 4490.NEED: 2—COMMSCOPE STX61742T-43 POST TOP TO`'^ L•C�.VQ� 2—COMMSCOPE STX61742T-43 POSI BOTTOM EXISTING STEALTH MONOPOLE EXISTING CABLES TO REMAIN: 1 —RET HR (12) LDFS COAX CABLES 4—COAX 7/8'0 80' BETA: EXISTINC CABLES: SITE NAME POST NEW KWSS-65A—R3 067'WITH 814/B29 4494,PCS/AWS 4890,AND C—BAND 4467.NEED: (12)LDF5 COAX CABLES 2—COMMSCOPE TWIN TRIPLEXER STX61742T-43 POS1 TOP 2—COMMSCOPE TWIN OUADPLEXER SOX61923420 POST BOTTOM 1 —RET HR EAST ORIENT POINT 4—COAX 7/8'0 80' NEW CABLES: POS2 NEW KWSS-85A—R3 057'WITH B12/85 4490.NEED: (12)LDF5 COAX CABLES 2—COMMSCOPE STX61742T-43 POS1 TOP (6)HR RET COAX CABLES SITE ID: 2—COMMSCOPE STX81742T-43 POS1 BOTTOM (3)TO 67'ELEVATION 1 —RIET HR (3)TO 57'ELEVATION SINY009226 4-COAX 7/8"O 80' GAMMA: POST NEW KWSS-65A-R3 067'WITH B14/B29 4494,PCS/AWS 4890.AND C-BAND 4457.NEED: FA NUMBER: 2-COMMSCOPE TWIN2-COMMSCOPE TWIN QUTADPLEXERR PLEXER SO 61923420PPOSITOP BOTTOM 10107374 1 —RET HR 4—COAX 7/8'O 80' SITE ADDRESS POS2 NEW KWSS-85A—R3 057'WITH B12/B5 4490.NEED: 2—COMMSCOPE STX61742T-43 POS1 TOP 40200 MAIN ROAD 2—COMMSCOPE STX61742T-43 POST BOTTOM ORIENT POINT,NY 11957 1 —RET HR 4—COAX 7/8'O BO' SHEET NAME SOO: NO TOWER TOP SURGE SWAP TYPE:COLD—STEALTH SITE,CLOSE PROXIMITY TO OTHER SECTOR(RF SAFETY). 225EHR SSUED/24/ rWOB NO ISSUED. ELEVATIONS EXISTING GROUND E%ISTING GROUND ELEV. AGL SHEET NUMBER LEV. 0-0 t EXISTING ELEVATION SCALE: 3/32"= 1'-0" ) NEW ELEVATION scALE: 3/32"= 1'-0" 2 C-3 0 2' 4' 8' 16' 0 2' 4' 8' 16' PROJECT#2024.00980040 at&t 7670 SOUTH C"ST"ST. ENGLEWOOD,CO 80112 SECTOR: ALPHA SECTOR: ALPHA AZIMUTH: 0' (3)EXISTING OSssSB-3E ANTENNAS AZIMUTH: 0' (3)EXISTING QS665B-3E ANTENNAS Al TO RE REMOVED T/�O,�BE REMOVED (TYP.1 PER SECTOR) A2 (TtP. 1 PER SECTOR) (6)EXISTING C8C7B2123-DS DUPLEXERS TO BE REMOVED (6)EXISTING CBC782123-OS DUPIEXERS (TYP.2 PER SECTOR) TO BE REMOVED POLE DIA 11" POLE DIA 1'-2" (TYP.2 PER SECTOR) CANISTER DIA 3'-2" CANISTER DIA 3'-2" EXISTING STEALTH MONOPOLE EXISTING STEALTH MONOPOLE Fullert,�n -INIT O 100E OODFIE ROAD.U 1100 E.AUMBU G.I ROAD,SUITE 500 SCHAU TEL 847-I W 8400 60173 TEL A#00168900 WOA#OOI6B59 .Tullerton-us.com SECTOR: GAMMA B1 SECTOR: BETA SECTOR: GAMMA C2 REV DATE OESCRIPRON BY AZIMUTH: 240' c1 AZIMUTH: 120' AZIMUTH: 240' B2 SECTOR: BETA A 3 os zs PRELMINARr As AZIMUTH: 120' B 10 Ofi 25 ISSUED FOR PERMIT RJ I HEREBY CERTI THAT THESE O�WINOS WERE ELEVATION=67'-0" PREPARED aY ME OR mREa ELEVATION=57'-0" N oT N KN0WLN0 Wr e' o E wIT. THE RED"' y 0[}fLL IIQA E5. EXISTING ANTENNA PLAN 0? of SCALE:3/4"= 1'-0" 1 Cy C D 3" 6" 1' 2' NOTES: }: 1. 2 FEET MINIMUM SEPARATION BETWEEN ALL ANTENNAS 2. 12'VERTICAL SEPARATION BETWEEN STACKED DOD AND C-BAND ANTENNAS 3. PRIOR TO INSTALLATION OF ERICSSON EQUIPMENT, SECTOR: ALPHA SECTOR: ALPHA REMOVE RELATED NOKIA ATkT MACRO TOWER/SBU 09 AZIMUTH: 0' AZIMUTH: 0' EQUIPMENT 4. 12'MINIMUM HORIZONTAL SEPARATION BETWEEN ANTENNA MOUNTING FRAME AND ALL RRUS AND (3)NEW KWSS-65A-R3 ANTENNAS ANCILLARY EQUIPMENT (TYP. 1 PER SECTOR) (1)NEW MAST MOUNT DETAIL Al SEE C-6 FOR DETAILS (1)NEW MAST MOUNT DETAIL SITE NAME PART#:TRIAD FPL-AB PART#:TRIAD FPXXL-AB (TYP(3)NEW PER S SECTOR) R3 ANTENNAS MRF;EEI MANUFACTURING MRF:EEI MANUFACTURING SEE 1 PER SECTOR) SERVICES SERVICES SEE C-6 FOR DETAILS EAST ORIENT POINT EXISTING STEALTH MONOPOLE EXISTING STEALTH MONOPOLE SITE ID: (/�5)nNEW STX61742T-43 DUPLEXERS (6)NEW STX61742T-43 OUPLEXERS SINY009226 (TYP.2 PER SECTOR) (TYP.2 PER SECTOR) SEE C-6 FOR DETAILS SEE C-6 FOR DETAILS FA NUMBER: C1 B1 10107374 SECTOR: BETA ri B2 SECTOR: BETA SITE ADDRESS SECTOR: GAMMA B AZIMUTH: 120' SECTOR: GAMMA AZIMUTH: 120' AZIMUTH: 240' AZIMUTH: 240' ENT P MAIN ROAD O O ORIENT POINT,NY 11867 (1)NEW MAST MOUNT DETAIL CANISTER DIA 3'-2- (1)NEW MAST MOUNT DETAIL CANISTER DIA 3'-2" SHEET NAME PART#;FPL-CAB POLE DIA 11" Pam#'FPL_CAB POLE DIA 1'-2" MRF:EEI MANUFACTURING MRF:EEI MANUFACTURING ANTENNA SERVICES (1)NEW MAST MOUNT DETAIL SERVICES (1)NEW MAST MOUNT DETAL PART#:TRIAD-CB KIT PART#:TRIAD-CB KIT PLANS ELEVATION=67'-0" MRF:EEI MANUFACTURING ELEVATION=57'-0" MI EEI MANUFACTURING SERVICES SHEET NUMBER SERVICES w, ,V C-4 FINAL ANTENNA PLAN 0 3" 6" 1' 2' SCALE:3/4"= 1'-0" 2 PROJECT#2024.00980040 W at&t EXISTING ANTENNA SCHEDULE 767C SOUTH CHESTER ST. ENGLEWOOD,CO 80112 SECTOR ANTENNA ANTENNA MAKE/MODEL RAD CENTER AZIMUTH M-TILT E-TILT RRH MAKE/MODEL DIPLEXER/SOU10 FEEDUNE FEEDLINE POSITION LENGTH (E)(1)4T4R 812/14 320W A1LBA RRH (E)(1)DC12-48-60-0-25E NEMABOX 1 (E)(1)DS6656-3E 67'-0' 0' - - ( (1)4T4R B5 16DW A1CA RRH �E)(1)825 RRH4X30-4R RRH (E)(1)DC6-4B NEM ALPHA (E)(1)OC2-46-60-0-E 0-0-9E NEMABOX (E)(4)C8C]82123-OS DUPLEXERS (E)(4)LDF5 COAX CABLES 110 2 (E)(1)OS6658-3E 57,-0, a - - (E)(1)RRH4X25-WCS-4R RRH (E)(2)COC782123-DS DUPLEXERS (GROUND) (E)(1)4T4R 812/14 32M AiLBA RRH 1 (E)(1)OS6658-3E 67'-0' 120' - - (E)(1)R R 83 160W AIGA RRH E)(1)DC2-48-60-0-9E NEMABOX BETA (E)(1)B25 RRH4X30-4T RRH (4)CBC7a2123-DS DUPLEXERS F u er} � (E)(2)CB 112123-M DUPLEXERS (E)(4)LDF5 COAX CABLES 110 ` 2 (E)(1)OS6658-3E ST'-0' 120' - - (E)(1)RRH4X25-WCS-4R RRH (GROUND) oE5i0n Develop mHs 1100 E.WOODFIELD ROAD,SUITE 500 (E)(1)4T4R 012/14 320W MUM RRH SCHAUMBURG,ILLINOIS 60I73 1 (E)(1)OS6658-3E 11-0' 240' - - (E)(1)4TVR 83 160W AHCA NW TEL 847.9DB-8400 (E)(1)B25 RRN4%JO-4q RRH (E)(1)OC2-48-60-0-9E NEMABOX COAR 0016859 E (4)CBC7B2123-OS DUPLEXERS WWW,(Rllemn GAMMA E (2)CSC782123-OS DUPLEXERS (E)(4)LDF5 COAX CABLES 110' us.com 2 (E)(1)OS6658-3E 57'-0' 240' - - (E)(1)RRH4X25-WCS-4R RRH (GROUND) REV DATE DESCRIPTION BY A 03/05/2 PRELIMINARY MS B 10 06 25 ISSUED FOR PERMIT RJ I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL.AND TO THE BEST OF MY KNOWL THE REOUI t Ry��/F COMPLY WITH LBF EXISTING ANTENNA&CABLE CONFIGURATION SCALE: N.T.S. Ft rO SUE COOES., FINAL ANTENNA SCHEDULE �v 'ss ANTENNA FEEDLINE SITE NAME SECTOR POSRON ANTENNA MPKE/MODEL RAD CENTER AZIMUTH M-TILT E-TILT RRH MAKE/MODEL DIP LEXER/SQUID FEEDLINE LENGTH I (N)(1)KWSS-65A-R3 aT-o' 0' _ _ (N)(1)4494 914/829 RRH (E)(1)DC12-4a-60-0-25E NEMABOX EAST ORIENT POINT N 1)4390 825/085 RAN (E)(1)DC6-48-60-1aE NEMABOX (E)(4)LDF5 COAX CABLES ALPHA (N)(4)SUS1742T-43 OUPLEXERS (N)(4)LDF5 COAX CABLES 110' (N)(1)4490 85/812 RRH (N)(2)M51740-43 DUPLEXERS(GROUND) (N)(2)HR RET COAX CABLES SITE ID: 2 (N)(1)KAASS-65A-R3 57--0' 0' - - (N)(1)4467W7DB]7G RRH (N)(2)SQX01923420 DUPLEXERS(GROUND) SINY009226 1 (N)(1)KWSS-65A-R3 67,-0' 127 - _ (N)(I)4494 814/829 RRN (N)(1)4690 925/066 RRH (N)(4)STX61742T-43 OUPIEXERS (E)((4)LDF5 COAX CABLES FA NUMBER: BETA (N)(2)51X81742T-43 OUPLEXERS(GROUND) (N)(4)LDF5 COAX CABLES 110' 2 (N)(1)KWSS-6SA-RJ S]'-0' 12P - _ (N)(1)4490 55/B12 FIRM (N)(2)50X81923420 DUPLE%ERS(GROUND) (N)(2)NR RET CDAX CABLES 10107374 (N)(1)4467B770877G RRH SITE ADDRESS 1 (N)(1)KWSS-85A-R3 67'-0' 240' - - (N)(1)48 (N)(4)STX61742T-43 DUPLEXERS (E)(4)LDF5 COAX CABLES 90 B25/866 RRH ORIENT OI6IT,NNT0110957 GAMMA (N)(2)STX61742T-43 OUPLEXERS(GROUND) (N)(4)LM COAX GABLES 110' (N)(1)KWSS-65A-R3 57'-0' 240' - _ (N)(1)H90 85/812 RRH (N)(2)S0X61923420 DUPLEXERS(GROUND) (N)(2)HR Ft COAX CABLES SHEET NAME 24 (N)(')4467877DO776 RRH ANTENNA& CABLE CONFIGURATION SHEET NUMBER FINAL ANTENNA &CABLE CONFIGURATION SCALE: N.T.S. 2 C-5 PROJECT()2024.00990040 at&t 7670 SOUTH CHESTER ST. ENGLEWOOD.CO 80112 12" 1 .° .� ®"I N 15.7 ro 15.1 7.0' 15.7 7.2" 15.7 s.6' 15.1 PLAN VIEW SIDE VIEW FRONT VIEW PLAN VIEW SIDE VIEW FRONT VIEW Fullerton PLAN VIEW SIDE VIEW FRONT VIEW ERICSSON — 4890 DESIGN DEVELOP GONBIRUOT ERICSSON — 4490 1100 E.WOODFIELD ROAD,SUITE 500 ERICSSON — 4494 B14/B29 SCHAUMBURG.ILLINOIS 60173 TOTAL WEIGHT 69.5 Lhs T 7 TOTAL WEIGHT 68.4 LIDS COAM00 1 68590 TOTAL WEIGHT 18.2 Lb. —bil. II-OD, 12" 12' REV DPiE OfBCRIPtION A 03 OS 2 PRELIMINARY MS PLAN VIEW SIDE VIEW FRONT VIEW B 10 Gs z ISSUED FOR PERMIT RJ COMMSCOPE — KWSS-65A—R3 B—PORT SECTOR ANTENNA,45- HPBW,4X RET FREQUENCY RANGE 4x 698-896 MHz 4. 1695-2360 MHz I HEREBY CERTIFY THAT THESE D—NDS WERE CT ANTENNA 134.5 Lbe SUP"IS ED MO THE ORRE BEST BRACKET 13.3,Lb, OE MY 0 PLY WIiN TOTAL WEIGHT 147.8 Lb. THE N T Y`G I��•woes. ANTENNA SPEC SCALE: N.T.S. I RRU SPEC SCALE: N.T.S. 2 RRU SPEC SCALE: N.T.S. 3 RRU SPEC SCALE: N.T.S. 4 A. n B606801BB-006 I HG ANCHOR,PIPE FROM LS"to ^ � NEW ANTENNA B„ P Q'`09 EXISTING MOUNT PIPE oeleswoDYLwwlwauemowa MNwNSIDsnomcaou,Is°we^aD , � �•� '` SITE NAME •—a i i• • EAST ORIENT POINT m SITE 10: SINY009226 Eelleral�Kilxalmns FA NUMBER: 10107374 D NVG SITE ADDRESS Malerul SpeTilaalians.." '" 40200 MAIN ROAD ORIENT POINT,NY 11957 ERICSSON RBS 6672 BBU ERICSSON 6610 SITE CONTROLLER Pa kagng anD WNgms SHEET NAME ""`^' EQUIPMENT DIMENSIONS: (DXHXW) 16"X 3"X 19" DIMENSIONS:(DXHXW) 1.57"X 5.51"X 1.26" DETAILS NEW RI JUMPER(S)FROM RRU WEIGHT 22 LES WEIGHT 0.28 LEIS TO ANTENNA SHEET NUMBER ANTENNA SCHEMATIC SCALE: N.T.S. 5 ERICSSON 6672 BBU SPEC SCALE: N.T.S. 6 ERICSSON 6610 BBU SPEC SCALE:N.T.S. 7 HOISTING GRIP DETAIL SCALE: N.T.S. 8 C-6 PROJECT#2024.00950040 at&t 7670 SOUTH ......... ENGLEWOOD,CO 80112 PS-CONV-48-24 } „ PowerShift Power Supply,48/24V DC 20A Converter panel,19/23 in,1 F u I I e r`.i1 ,00 IOW RU high,with four 24V DC GMT fuse outputs DEv9H 0evaor cOX51eUCT fA ad*dm to and&K ft pamw canwa�im�bit 110 E.SCHAOUODFIEL 1 ROAD,SUITE 500 er _^'--'•T- ParaT bPUI/OrMM Camecl-Pars ma PRY TEL RG.ILLINOI60173 am-Ling COWL 4!&- high-ejjicir yncli0-C& • ,u1�.N 1•nor�,�..a�.�XBm ao«.•rWnro� . aerarAs CO i-�a ,s. •lrrlwtals JI rtnrMin9 trxMe,s Ia 19 ndt Z3mM aETSIlamerrnunhrrg Al 0 � www A#00n—c.us.com w AWwY..e.1ai, REV PATE DESCRIPTION BY � � �.a j4M •a9 VOC,9�24VO B*,mele A 3 OS 2 PRELIMINARY MS • 19A2T IreirneM—inleMe �E.w..0 TN4 s]D•x,Rs7n.Bew�cr esua racva.(rnnY w.B-'afaaDcw.0:umam •(1)40MEIWO- B t0/O6 25 ISSUED FOR PERMIT RJ o.maro o,o0aro.eA X—MA,wl R— sumo rnmw. •.vc wMuge m,o�.clM•-r++Ir anl:.,�, •nl-�a wel,y,n,ne lq•24voc cMr rlee or+wlc 'es�•V.A s•n^°"' rash TIC mrsrRrc Doves'ncNr dss,Tca war va 1fRa p,mtm sand',mcb •N0/NC dy—I--Q wr�.•,Wra4..o W1 •LED sWm4ght,teen-Pore On Y Red-AIrmIMlota fR[AnMG]y�a QSP iQM)4y 4[nl PrDcevap)b aloWnf DperRlrs TM Fi4B�'UX]carOccmcLOn perYM weN tllla rvNlrps,M[uearrOrc t.7 Product Classification I HEREBY CERTIFY THAT THESE DRAWINGS WERE r YY rw wrbv.,• faE I a Wrxlr W lntmm r(.gKaUaz UFllC tinGe rtilY}Maf<[Yd CANrtl 0 PREPARED BY ME R MY DIRECT •q�em is a,ee•�:IMIp SUPERVISION AN THE BEST rN rrA��c• r p- r.Vrts�-lt enaFiW.nEri rmm�rx0�xttR Jxvr^:ra:trab Pma 1T/p QCIOC Cmvala OF MY RNO L NG1 t Y WITX THE REOU ii��jr Yd � � DES. PePe.xr.rd Poreral4ta 't IAn �Y 9w�v General Specifications *SS���N �O�fin`\ rxefl..a N.wMe..a DoEo. LyA1 fiYY(AAL 7005) U, roo.•u4 Dne+a'� - R.&ry.e VA19N C'j Dom.•. iP aroma �/ Dimensions ,95309 WOO C—IMP /NIdr1 445mm 1 1751,1 WWII, 4 15mm 117]5rn 1�C S�10`CAy DMA 177Bmm 1 7n •.F..:..: Electrical Specifications SITE NAME kpAQn.W,..VW 115A b"fiv"I"w1 WI0 40-5.V. EAST ORIENT POINT AI'R VOAge.RprirY 4B Vdc De�l•r1DuTsntlbrys 0-20A SITE 10: SA SINY009226 gqu[PaWSCaep�prslA� 4 yy _ &ii FA NUMBER: 10107374 sw.som oAarq rr...asn M4c Twr SITE ADDRESS 40200 MAIN ROAD ORIENT POINT,NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER VERTIV NETSURE RECTIFIER SYSTEM SCALE: N.T.S. 1 VERTIV NETSURE CONVERTER SYSTEM SCALE: N.T.S. Z 7 PROJECT#2024.00980040 a t&t 7670 SOUTH CHESTER ST. VIgWTIV,. ENGlEW00D,CO 60112 RAY-38 Cabinet IRIC� • Single-bay outdoor cabinet(Type 4 per UL50E) } „ GR- 38U of Certified Fuller{ 1 � • 38U of 23'rack space DESIGN DEVELOP CORSTRUCT • 4x External,removable lifting eyebolts and roof cover plugs These cabinets are aLNapped with Ave I IDD E.WOODFIELD ROAD.SUITE 500 ' 2x UnisWls per side battery sIVI that can house up to C12) W ererae Pa v-arrFa�r+ev-Bemar..o SCHAUMBURG.ILUN01S 60175 TEU 947-9064 M +24 V a(6}-48 V bMwy String&A COA#0016859 • 1x Rubber pad 10-position pr«md bar and 12-pair Phoenua• 0 gown www.full. -Ns.— a wrmnal block are Included.These flee Be ':{M••MNY rr REV DATE DEB CID PIWN BY • Durable powder-coated aluminum design to resist corrosion veMetl Cabinets can hold Lip to 180 Ah A 3 OS 2 PRELIMINARY MS b merre& B 10 O6 2 ISSUED FOR PERMIT RJ • Removable Swingout pad/puck-lockable front door with HEX Equipped wan Im baltary shelves • Inf- Mon G • Swingout pad/puck-lockable rear door for equipment maintenance Each sh1aR horses up to(2)+24 V or(U /installation purposes -48 V battery stings _ GR-487 and Seisrtac Zone canpaara I NIRIBY PREPARED�BYY ME ORTHESE UNDER MY IDRECTWERE wFyey :n...--a�..- �.u. w..«-....r�.......e.,- w............w.,a.�w KGEVI� F290M 4M Mr0R�0i1•POf1fA•1 of EMYIKINowPND e E TRY WTI �,•�.R9005 THE RII UZ Er A DES. •vaormwT tgerFMFr... h1\ IAYto 0�� IRa•CmmVtm.zav rWtlar- I�� �BwerroOMaF>.r•e.rf FFr.r �' � a RAY-38 Cabinet - ,a _ - ------ y_ t•.�rmDrBVlrrrFwlw CL — - 09 T :rr 2—NI My, SMOi DOaaY OMr 9ypBe1 a'VNIM,fuFaU MI Sk) MVRAFT FaRoagiala 7Q10 SITE NAME r®IEB1 RBE ICON vry ft �l0 Fa7r NEQ>�resebwEaa�DDaT.1 EAST ORIENT POINT M• 1 ^tE915ai ke M1pYcbM bNe[tTlADB Q'AJ6�01 +I \ _ SITE 10: '0" - sin xr Ina SINY009226 L` 1 moRvoE _ FA NUMBER: h•• 10107374 SITE ADDRESS 40200 MAIN ROAD ORIENT POINT, NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER RAY-38 CABINET DETAILS SCALE: N.T.S. 1 BATTERY CABINET SPECIFICATION SCALE:N.T.S. Q C-8 PROJECT,# 2024.009600Z0 ,u at&t 7670 SOUTH CHESTER ST. ENGLEWOOD,CO 80112 � Corestnxtlwh I-WIt oor,and Opwatxx, SHRd& PowerSafe° SieRnMfaaenl .,era vaaa D; SOA7 •MIAb�T IafiQf,nene+v[t IaPWWn+�m ryQy+m 14NIGLeSWAAMpIreN,vul savQ,�w*eW�weav0<rwgy •U+^d N',IkebrealYaLY'bq BTS WBx xeov 505am+Wele ss+NfYwMv.'. acseiry •Grarx Nw,tO gcrfe emnvKynlat xrvQ a+ c+WrAAmn •5tlr'al°ln ACM rIWee ANn!ynprty,Apeav TIT BS•[I .farples MnfrbmOd SRaFm.Nengt q,.Kryleerc tMrettplrmnar.�e°ema •rPRhNirdpgFpnarnweepemtlRWerol EAYarvNr BiugAven N®S"'h0•eela.M -s - - d—pr•a•FOaW+plknnxdNoOelei aYlamenwlMl+elmiMeueen�•'9Y aly •Tl,lmrn�manfvW�lt9lpremrBre ntlMEOtnve m"'°P of Ta p'Nu+ae ISD 9eph grip 601amh¢,Rlep _ •FSSArxel•maa ,eaiaM wp •OpvA°ga»iure•e. IAj,pnl +Uf NDQma11F I•.(FCT Fullert; n .r:mmerra w.Wmvle!,on nn,e�� Pe •sTT Izan mtes omq ulsa+a nrW,a rgliNmnnn m Nm�Y,p eveloP asam ... •FnuNeemw WRnn ux WlPslws apperlamrN IIOOE`AROAD.SUITE 500 • eye L,,uyensel uA.ee�� BCHAUMBUUMBURG,G,RUNOIS 60173 sq.�d rim+wwx TEL DO 1B -8400 COA#A#0016059859 www.NllBrwn-Rs.<an Battery J ,anclRc°tp,R�n: r—.'.e.�•—a� flAV OATS DESCRIPTION BY Range Summary .� �`.. ; 4 er r•er `'= �� �� A 3 OS 2 PRELIMINLIMIN ARY MS B 10 O6 25 ISSUED FOR PERMIT RJ � w �Y t• �� y rR•rr ��FA�Yr V l Y ♦N \ Y • r r The ouletanding PowcrSafeA SBS front Terminal °ice eeeseF battery further ecternds the technical leadership of1. At. 1. AW. A. 1 HEREBY CERTIFY THAT THESE DRAWINGS WERE PoweTSafer SBS batteries range.PowerSafam SBS •r lu ar ra•vy SUPEFVIISIOND By AND CO OR UNDER To DIRECT -� — nr - OF N NNOWLE PLY WIT,, Pion(Terminal ba ad(r PLl to the benefits h rxf K•as A ai ar su THE REOUIRE tit JPpC(�[It�CODES. Thin Plato Puri•Lead(TPPLI technology wchA. ` f1'C• j sWM tiff high-energy density and superior1. A.Adift) ~ �i,�j A y4 v t shaft life.They also deliver exceptional Wdic performance in both float and fast charge • e w sr sue« +m re Ar a+nj ar s.r.1 A.talr F.^ ^) applications,even In the ho!tcst aM harshest = , - f''-' Features and Benefits operatingenvironmeras. Sa5 Bar-etAr,$85CIIF $atiM-nrF Set 14sr,16sr-19OF /t .capacq,rar4a 71_ --NOrrlt .R-9-bH a Lace Acid IVRIAV O smq `.IN IpDllRhbe wen 0A), -,Agg lA cnldgsreeore Aarmrxa Gw Rtr ralal oeaerim e m mpe h—core"it—use lrsN -,—rmuu0ee.aei+g cage � •AAIIIiple who cerelipratim aw"ble TPR IaChn.t,mete=P—,,sere•Ses bats!-Nr lrrrea t1.:% tltee voluNOn Iw Ina cnearngrg—.fig—".nc W m Wa rdemmm,miraN°n rxt.,wrta. SITE NAME SfIJ>a carlpena Pam"Ipe°""ci°' —nd. a sera.nay.°WaaRnm pN WNe acre ae9 Apnparee, — — s EAST ORIENT POINT wins n uni0ue menu/ecwrMe prmem Mrn'1.•. - - -- _ Nylp erwpy darreydgeoEpeaowap Power AMP..'-e.pt eta pOwu,rtlpn oedp,merxn reWmrky TN— ro eubuRNm Nr Sab'6B5 fTana — _ •`�"1 R":J' ; � a TertnWlUsauhA. 1 I J a SITE ID'. tie SINY009226 t EA NUMBER: EnerSys 10107374 SITE ADDRESS Ar.wl.e,uw .....IWsw 40200 MAIN ROAD Visit us at www.eaersys.eeat .IaAu va -"' m.e ORIENT POINT,NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER BATTERY DETAILS SCALE: N.T.S. C-9 PROJECT# 2024.00980040 at&t 7670 SOUTH CHESTER S, . ENGLEWOOD.CO 80112 STX61742T-43 I E14F10P63 SQX61923420-43 I E14F15P29 t Compact Twin Triplexer 617-960 .c95-2700n400-4200 MHz,43-10 Compact Ouad Ouadplexer E17-960/AWS-WCS/PCS/CBRS-C-Band, < connectors DC on 617-960,43-10 connectors • New Cmtbr"Sol—lD.1nold-60.35GHx bend • New Com6ae5 Solution to introduce 5G,3.53Hx Deno • BTS.tofeedetand feMr.ro a np anienpk tlon • BTSaufeederaM fmAn.tnamerral spptvton Fullert n • New 4.310connectprs fa mpo,N PlMpa a and fomnce W a reduction • New A 310canneoi—for mproed PIM pedom ndgze wnoe a reduction ! • dc7AISG pth—gh on bw frequency Pores • dr1A1SG pa-ih—gh do low frequency pane abwR i e—. coRsyauc, ass- • Sudable for space 1-ted lee Mello Cell.Leap Pole,CE Eealme ubo l SDln and • S etro uitable fa space llmmed aWoatlons We M Cenmp.la Pale.Conceelrtwnt Solaro andaPWMans Macro Sine 1100E ROAD,BUTTE 500 Macon See 6CHAUMBUAUMBURG,G,ILLINOIS 60173 • Ideal fa arsa4.11 appllmurns • Ideal fa-Wcell eppl—tone TEL 847-908.8400 COA#0016859 www.fullartorvus.cam Pro.:__ Classification Product Classification RD, — DESDRIP°" B A 3 O5 2 PRELIMINARY MS P.d.d Type Tspleye, Pedal Type Ouadple— B 10 O6 2 ISSUED FOR PERMIT RJ General Specifications General Specifications Cal, Cray Choler Gray CelrinionPat land COMM CansOa PereLad COMM PREPARE MY DIREST HEREBY CERT. D 'ING WERE ModWanty 2 Twin AllaUPER T VI �t10 Tfldd,LA THE BEST 4-Quad OEM �G NO,ea HE ES THE Eb BL CODES. nH 6bunalq Pole I Wan ` A � Nwanung wee I wan Mounun9 Pea Hardware Bend otampa(2) 11ounun9 Pbe N,da,e Band rlampa(2) RF Cmnecta lnterixe 43.10 Female f6 Cam,.l,Ineerlaee 43.10 Female RF Connect«interface Body Style Long neck aconni R,IM,lep Body Style Long neck ,err, Dimensions Dimensions '` 30 a� Haiti 118rtvn 1 4.646m Hal 117—146061n c �� width 228 min 1 11976 in 1111dtlt 176—1 69201n kS�lfl � Depth, 57—1 22"m D"Ilk 1&1 men 1 7 126 in Or„dSI—Demeter 5mm 1 0197a Ojai saRw Oleese/e 5mm 1 0197In SITE NAME Maunbr J Poe Diameter R/pe 42 6-122 ran 't—ng Pie Diameter Range 426-122— Outline Drawing Outline Drawing EAST ORIENT POINT SITE ID: SINY009226 FA NUMBER: �P Idr 10107374 S1TE ADDRESS 40200 MAIN ROAD ORIENT POINT,NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER STX61742T-43 DUPLEXERS DETAILS SCALE:N.T.S. 1 SQX6192342Q DUPLEXERS DETAILS SCALE: N.T.S. 2 C- 10 PROJECT#2024.00980040 at&t 7E70 SOUTH C ST. ENGLEWOOD,CO CO 801 80112 EEI FPL—AB 4 s 6 7 Fullerton TRIAD FLUSHED MOUNT .NOODFIE OROAD,U 100 E.AUMBUR,I ROAD.SURE 500 SCHAUMBURG,ILDN00 60173 DESCRIPTION PART — QTY TCOA#006859 TRIAD—FPL — 1/4' www.unercoR-:.o n BRACKET ASSEMBLY PART 1 — QTY. 6 RE of N ar A S 05 2 PRELIMINAMINARY MS TRIAD—AB — 1/4" HRPO PART 2 — OTY: 6 B 10 06 25 ISSUED FOR PERMIT RJ GUSSET ASSEMBLY 3/8'x7' A36 THREADED ROD PART 3 — QTY: 6 3/8'xl-1/4 A307 BOLT PART 4 — OTY: 6 1 HEREBY CE Y-TW TNESE D—WOGS WERE - OF EIY ONO El E NITNT THE RCOW Y ES. 3/8' HEX NUT PART 5 — QTY. 6 I ���NTAYjo fin¢ 3/8' FLAT WASHER PART 6 — QTY-. 8 3/8' LOCK WASHER PART 7 — QTY: 6 t Y TOTAL WEIGHT *61.7 Ibs POLE DIAMETER 6'4-11'* \ ' SITE NAME NOTE: ® ® EAST ORIENT POINT OR DISH Wlraless LLC. APPROVED EQUIVALENT SITE 10: SINY009226 FA NUMBER: MAST MOUNT DETAIL 10107374 SITE ADDRESS 40200 MAIN ROAD ORIENT POINT,NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER UNIVERSAL CONCEALMENT ANTENNA MOUNT DETAILS SCALE: N.T.S. 1 PROJECT#2024.0096D040 at&t 767D SOUTH CHESTER ST. ENGLEWOOD,CO 80112 Fullertln De51DN DeveLDP 1100 E.WOODFIELD ROAD,SUITE 500 SCHAUMBURG,ILLINOIS 60173 TEL 847-908-84DO COAM 0016859 W W W.fullemn-us.com FEY DATE DESCRIPTION BY A 03 05 2 PRELIMINARY MS B 10 O6 25 ISSUED FOR PERMIT RJ %i •,•, r, ````r ^•^ I HEREBY CERTIFY THAT THESE D—INOS WERE •� �� ,,.•,..... 1 _ 1 SU PREPAR BY ME ORU PERV XN AND COMROL.MO TO THE N ER MY DIRECT t—Id-�T)•��®'T'Tr�^ OF MY KNOWLEDGE ANO LEG COMPLY WITN THE flEOU REMENT BLE CODES. OF NEjyr /+ W u / 1•.- __�_ r� ANT 0� U\1 SITE NAME EAST ORIENT POINT SITE ID: SINY009226 FA NUMBER: 10107374 SITE ADDRESS 40200 MAIN ROAD ORIENT POINT,NY 11957 SHEET NAME ANTENNA FIT SHEET NUMBER ANTENNA FIT MODEL BY EEI AT ELEV.67'-0"AGL LE:N.T S 1 ANTENNA FIT MODEL BY EEI AT ELEV.57'-0"AGL SCALE: N.T.S. 2 C_I WA PROJECT#2024.00980040 moo at&t NO 7670 SOUTH CHESTER ST. "'d loll ENGLEWOOD,CO 80112 .......... IIIIIIIIIIIIIIIIIE= 1100 E.WOODFIELD ROAD.SUITE 5W IIIIIIIIIIIE=1 SCHAUMBURG.ILUNOIS 60173 .== TEL 847 908-84DO 11111LIIIIIIIII lIIIIU= 11111C=1 COA#DO 16859 or" —Adleno—s— ................. OEM== !I =z 1--�mcaim Orin 11111C= 11111011111 KAIIIIIIIIIIIIIIIIIIII sm xm� 11111011111 o =KMTE 4�O OO -prov 11111101111 Illlcum 111= � I- 1111113mm Mum 11111011111 o� coo "IIIIIIIIIII01111 EAST ORI 111111ILmm SITE ID; SINY009226 FA NUMBER: 10107374 SITE ADDRESS 402-MAIN ROAD ORIENT POINT,NY 11957 SHEET NAME POWER AUDIT SHEET NUMBER C- 13 SYMBOL LEGEND:• EXOTHERMICCONNECTION SOLID BARED TINNED ; at&t GROUND CONDUCTOR ♦ MECHANICAL CONNECTION W/TWO-HOLE COPPER GROUND BUR COMPRESSION TERMINAL W/THERMOWELD 7670 SOUTH CHESTER ST. ENGLEWOOD,CO 80112 WASHER 8 We"SS BOLT ISO DDaaa 0 6 °6aa °°a FRicsso ANTENNA o°6 0 MOUNTING PIPE 'WASHER Fullertn NEW IISI N—LDP COAITIIUCT PANEL �6'SS LOCK WASHER ANTENNA I 100 E.WOODFIELD ROAD,SUITE NO 'SS NUT SCHAUMBURG,ILLINOIS 60173 TEL B47-908-9400 COA#0016859 www.fullerton-us.com NOTES: 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. R. DATE DESCRIPrICH Br A 3 OS 2 PRELIMINARY MS 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. Er. 10 O6 25 ISSUED FOR PERMIT RJ 3. REFERENCE AT&T BONDING&GROUNDING PRACTICE TP76416. HEREBY CERTeFY THAT THESE DRAWINGS WERE PREPARED Y DR UNDER MY DIRECT SUIT ISbN AND CONTROL AND TO THE BEST TYPICAL GROUND BAR CONNECTION DETAIL SCALE:N.T.S. 2 i E MY REOu RHOWLEDC AanwEyS MP`cool"s. NEW R.'/ �����N TSfAY1Yto t0?� (TYP.) #2 AWG GREEN u STRANDED INSULATED / . GROUND WIRE / (J(��9�tp 10"9Y�`C EXISTING ANTENNA SITE NAME JJ GROUND BAR MECHANICAL CONNECTION EAST ORIENT POINT (TYPJ REPLACE GROUND:�� SITE ID: BAR RRATED CLAMPS SINY009226 AS REQUIRED FA NUMBER: 10107374 SITE ADDRESS MOTES, 40200 MAIN ROAD 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ORIENT POINT,NY 11957 ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND OC POWER CABLE SHIELD SHEET NAME TO MASTER GROUND BAR AT EQUIPMENT. GROUNDING 3. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. DETAILS 4. CONTRACTOR SHALL MAINTAIN A 12"MINIMUM GROUND WIRE BEND RADIUS. 5. GROUND LUGS,HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T SHEET NUMBER GROUNDING AND BONDING PRACTICE TP-76416. ANTENNA GROUNDING SCHEMATIC SCALE:N.T.S. 1 1 NOT USED SCALE: N.T.S. 3 G-I PROJECT#2024.00980040 TO ANTENNAS ANTENNA MAST \ / /^� ]A[. O RRU BRA r �{�{�� VKIT WEATHERPROOFING Avg OOWNRLT BRACKET TYPE HS - - n2E Y4 1YpLY&_2 (TYR) I KIT 7670 SOUTH CHESTER ST. COAX JUMPER(TYP.) GROUND KIT NEW NTTENNAA PANEL ENGLEWOOD,CO 80112 PLAN SURGE CONNECT #6 AWG (N)RRU TYP, SUPPRESSION WEATHERPROOFING(TYP.SEE NOTECOPPER/GALVANIZEDMTL-S na-S5 =_oCOAX GROUND BAR BOWERON ED DIRECTLYANTENNA CATO BTS EQUIPMENT(TY —_ ——*�R__�7 J]m" LEEE0 zTJ PT TYPE GT' NOTES: (� r_ 1J DFullertRDDTn NOTE, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN —— —— TO ANTENNA GROUND BAR. —————— I 100 E.WOODFIELD ROAD,SUITE 500 1. ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH SCHAUMBURG,ILLINOIS 60173 CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. TEL'847-900-M 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO (N)COPPER (N) 1/2"COAX COA#0016859 GROUND R00. GROUND BUS JUMPER W.W.R erton us.com BAR. SCALE:N.T.S. `2 GROUDING DETAIL SCALE: N.T.S. 3 R DATE DESCflIrnoH BY CApWELD GROUNDING CONNECTIONS SCALE:N.T.S. GROUND CABLE CONNECTION A 03/05/25 PRELIMINARY MS B 10 06 26 ISSUED FOR PERMIT RJ NOTE:MINIMUM OF S/S NUT WIRE SIZE BURNDY LUG BOLT SIZE STAINLESS STEEL BOLT 3 THREADS TO BE (TYP) (STA VISIBLE 16 AWG GREEN INSULATED YA6C-2TC38 3/8"- 16 NO S 2 BOLT STAINLESS STEEL (T P) S/S SPLR FLAT WASHER WASHER #2 AWG SOLD TINNED YA3C-2TC38 3/8"- 16 NC S 2 BOLT 2-HOLE CRIMP/ (TYP) I HpREPARED BY THESE UNDER DRAWINGS WERE 2 HOLE LONG COMPRESSION ITYP) CONNECTOR SUPERVISION AND CONTROL.AND TO THE BEST ECT BARREL TINNED ;�2 AWG STRANDED YA2C-2TC38 3/e"- 16 NC S 2 BOLT SOLID COPPER OF W KNOWLEDGE AND BELIEF COMPLY WITH 5/S FIAT GROUND THE REOUREMENT CABLE CODES. (�) WASHER 02/0 AWG STRANDED YA26-2TC38 3/8"- 16 NC S 2 BOLT BAR �C OF (TYP) 4 Vr (L4/0 AWG STRANDED YA28-2N 1/2"- lfi NO S 2 BOLT STAINLESS STEEL FLAT f7\r TIN COATED SOLID STAINLESS STEEL WASHER(TYR) EN �f0., COPPER BUS BAR S/S FLIT BELLWL E WASHER STAINLESS STEEL NUT WASHER (TYR) (TYR) CHERRY INSULATOR (TYR) SINGLE CONNECTOR AT GROUND BARS7(- INSTALLED IF REQUIRED S/S BOLT BURNDY GROUND LUG W/ HEAT SHRINK I" (TYR)(TYR) LONG BARREL (CLEAR) U) NUT(SEE CHART) GROUNDING STAINLESS STEEL BOLT (TYP) CONDUCTOR �� 9$�09 f LOCK WASHER STAINLESS STEEL PP) FLAT WASHER �S10 �\/ GROUNDING WIRE CONNECTION SCALE:N.T.S. 4 DRAGON TOOTH WASHER SITE NAME J '1 (TYR) STEEL GROUND BAR (SEE CHART) 2-HOLE CRIMP/ EAST ORIENT POINT STAINLESS STEEL (TYP) COMPRESSION FLAT WASHER #6 AWG MIN.FROM ANTENNA BURNDY TWO HOLE LUG W/ CONNECTOR (TYP) CABLE GROUND KIT LONG BARREL STAINLESS STEEL (SEE CHART) BELLVILLE WASHER (TYRSTAINLESS STEEL NUT SITE ID: BARE WIRE TO BE (�) SINY009226 NO-OX AT BOTH ENDS SINGLE CONNECTOR AT STEEL OBJECTS FA NUMBER: GROUND BAR ON STRANDED(GREEN INSULATED)ONLY FOR 16 AWG SHELTER.ICE BRIDGE.OR (SEE CHART) 1 01 07374 ON ANTENNA TOWER O O O O O O O STAINLESS STEEL METAL SCREW STAINLESS STEEL SITE ADDRESS 0 O O O O O O O O O O O a (lYP) FIAT WASHER (TYR) 40200 MAIN ROAD 2-HOLE CRIMP/ ORIENT POINT,NY 11957 NOTES COMPRESSION -TWO HOLE LUG,OR CONNECTOR SHEET NAME EXOTHERMIC WELD TO BE 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS,ALL DRAGON TOOTH METALLIC OBJECT USED WITH#2 AWG BARE HARDWARE BOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESS STEEL.ALL HARDWARE ARE WASHER GROUNDING CONDUCTOR WIRE TO TO BE AS FOLLOWS:BOLT,FLAT WASHER,GROUND BAR,GROUND LUG,FLAT WASHER AND (TYR) BUILDING SERVICE NUT. GROUND OR GROUND DETAILS RING GROUNDING SHALL BE ELIMINATED WHEN RIN E ONN OR ATM I./ST l OBJE TS GROUND BAR IS SHEET NUMBER ELECTRICALLY BONDED TO METAL TOWER G-2 GROUNDWIRE INSTALLATION SCALE:N.T.S. 5 MECHANICAL LUG CONNECTION SCALE: N.T.S. E HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: N.T.S. 7 PRICI 2024,00980040 Town of Southold, New York . Scape cc7 � tit� I r :� zTtiiN C Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877,438.2851 Fax:877.220.4593 ..- - ,". November 24, 2025 M�Mnwmlo Mara Cerezo,Planner DEC L L Town of Southold Annex Building SOUTHOLD TOWN 54375 Main Road PLANNING BOARD Southold, NY 11.971 PROVIDER/NAME/ID/FA#: AT&T /East Orient Point/ SINY009226 / 10107374 TOWER OWNERISITE #: Octagon Edge Towers, 'LLC l WEC-NY-1432 ADDRESS: 40200 Main Road, Orient, NY 11957 LATITUDE: 41.1525' LONGITUDE: -72.244361' SCTM#: SCTM 1000-15.-9-8.1 MASTER PLAN SITE#: S02 Dear Ms. Cerezo, At your.request, on behalf of the Town of Southold(",the Tmvn"), Cityscape Consultants, Inc. ("City S cape"). in its capacity as telecommunications consultant for the Town, has reviewed the above-referenced application submitted on behalf of AT&T Mobility ("Applicant") to modify its equipment on an existing eighty-nine-foot (89") stealth monopole. The tower is owned by Octagon Edge Towers,LLC and is located at 40200 Main Road, Orient,New York.This monopole is site S02 in the Town of Southold Master Plan, see Figure 1. Support Structure &r L,qqi pment Per the submitted construction drawings (CDs)' the Applicant proposes to remove three (3) antennas and six (6) duplexers from the fifty-seven (57) foot level of the tower and three (3) antennas and six (6) duplexers from the sixty-seven (67) foot level of the tower. The Applicant will reuse the existing flush mounts to install three (3) antennas and six(6) triplexers (cross-band couplers) at the fifty-seven (57) foot level and (3) antennas and six (6) triplexers (cross-hand couplers) at the sixty-seven (67) foot level of the tower,.see Figures 2 and 3. All new equipment will be behind radio frequency (R-F) transparent shrouds to keep with the concealment of the site. The Applicant also proposes to install twelve (12) 7/8It coax cables and six (6) remote electrical tilt (RET) cables to connect the Applicant's tower-mounted equipment to its ground equipment. The final tower equipment configuration is detailed in the table below. z CDs prepared by Fullerton, Rev B,dated 10/06/25,signed and sealed by a New York Licensed Professional Engineer. Town of Southold--SCTM 1000-15.-9-8.1 AT&T S1NY009226/40200 Main Rd Ckyscape Page 2 C o N 5 I i L1' A N V s . i N t TOWER MOUNTED EQUIPMENT # 167' 3 Antennas: Commscope KVVSS-65A-R3 6 Triplexers: Commscope STX61742T-43 # 157" 3 Antennas:Commscope KVVSS-65A-R3 6 Triplexers: Commscope STX61742T-43 1 # CABLES 30 Cables: 24)7/8"coax; 6)RET control On the ground, the Applicant proposes removing four (4) existing power, equipment and battery cabinets and twelve (12) remote radio units (RRUs) along with ancillary power and fiber equipment within their existing ground space, located on an existing steel platform. The Applicant also proposes installing one (1) new equipment cabinet and one (1) battery cabinet along with twelve (12) RRUs, twelve (12) triplexers and minor electrical equipment. There are no planned expansions to the Applicant's ground compound, see T'igure 4. Structural Anl The Applicant submitted a Structural Analysis Report prepared by Paul J. Ford & Company, dated July 11, 2025. The report used TIA-222-II, Risk Category Il and Exposure Category D standards and concluded,the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration with a maximum structural loading of 53.3% out of a maximum allowed 105%, see Figure 5. F Exposure Sa et _ To verify RF exposure safety, an EVIF/FCC Compliance Report, prepared by Airosrnith, dated November 73 2025 was submitted, see? Figure b. The report is an analysis of the predicted RF exposure levels of the Applicant's (AT&T) RF equipment. At street level, at the site, the maximum calculated RF exposure level is 4.47% of the FCC general population MPE limit. At a nearby rooftop level, exposure levels are higher at a maximum of 6.44% of the FCC general population MPE limit. Both exposures are well below the allowable limit for compliance. The statement of compliance from the report is shown below. Upon reviewing the results of this analysis,the calculated non-ionizing radiation for this proposed,AT&T antenna installation is considered COMPUbNT when compared to General Population FCC exposure limitations.In addition,when considering AT&T and all other transmitters on the tower,the overall site is considered COMPLIANT when compared to rhe general Population FCC exposure limitations The analysis results are summarized bolo,.Aj. Gerveral Results AT&T Maximum Ger:erai Population MPE Flo 3.100A at Ground Level 3.60%at djacent Roof Le;feI All Sources Max'smuni General Population:WIPE 47i at Grouncl Level 6.4%at Ad-acerit Roof Level Town of Southold—SCTM 1000-15--9-8-1 CftScape AT&T SINY009226/40200 Main Rd Page 3 0 N S U L T A N I S . I Sunimary -ALy)rovul Reconiniendeid CityScape verified this application to be an eligible fbcdazes 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 CityS cape recommends approval of the application. 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, Steven Webster Project Engineer CityScape Consultants, Inc. Town of Southold--SCTM 1 QOQ-1 5.-9-8.1 CftyScape AT&T SINY009226/40200 Main Rd Page 4 C o N S u L T A N 1, S i N C . S02 40200 Main ' . Orient STRUCTURE TYPE: Tower To%'WN e SOUTHOLD FACILITY TYPE: Unipole •. NE-w YopK ANTENNA TYPE: Macro Cell w DESIGN TYPE: Concealed .. LOCATION: Private Property FACILITY OWNERAD: Octagon Towers!NY-143q FACILITY SITE NAME: East Orient Point/Orient By The Bea SERVICE PROVIDERS: AT&T, T-Mobile, Verizon FCC Asa: HEIGHT: A $9' LATITUDE&ONGITUDE: 41.152648, -72.244205 SCTM#: 1000-15-9-8.1 +,. r ZONING: Mil ,` NOTES: L113882D (TMO) Figure 1—Master Plan Site# S02 Town of Southold—SCTM 1000-15.--9-8-1 ckr.,mprape AT&T SINY009226/40200 Main Rd Page 5 CON S U L T A N T S , i N C . • — — -- -- L'C4:,L��j:�I�M�da4F:�,1+kRktl.�a�4..��i V.a i�1��ti•,y+. t :,a/.`-=f'm dO! on ZIKA., :JK A0 %%TF+1W i * L(�Yr%.'•1`t4WF*%illlM VA--==a-Q 2•Lit 1 X1'WM C.n+r r4 tva* !*i'IvWL"v t.(,Mran iY`1'+,� 1 ti{P R %[r�41 n v—c;)W4 A,var mhm i4�'Ca+'i l►1 [ouswExi 7 CABIi'•S NOT SHOWY FOR Z-4Pn Ira ?Kb tR�TP `A t0 OC RStk:a JE7 oil a PCU01 lA i 7 xtr Y.t', r (lit C!c" U3 dui tKd c+m dT J + lH fw-ff"a 6t i�5r+lLak CPU E aiA' J rdlo tWpvc�r�v ec Y �,r t•�+.PYr,:`i +A'�i�4 ■'•�� , ► (?I�YrSS-fah-P 3�ttti7+h.� rs1 i+4rioOF AT. '.. 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A 71 W'.,7 VP .44 '.A r'4 14;fA V All 4rI.I?vA r I EdLT:jjC 7—IC, Ak BL IA Vt. ,.:MU- 2 —LF.'A'nON x 6r-W ELEVATION=57'-W (N) EXiSTING ANTEMNA PLAN 41V-q".W U400740h WW."N-. I r Wer"lxpatoa4 X-vam mwl Wt'v.: .-Saw kvt-.*t 044:4 r:�bI::9'^kA%0v%%P t%CV306!:a#I`VCPff. SF�Tr4iq 4'VTA %W%ld W-OLI=NOWA ell hAM Ij*"4fiW t;jeftw AZIVUT4-(r PrL W04W-04 vuba'a 47 '4)WAb vW VAP2 WAO. Wc Z_s rag W&A-S **.ra WhL No An.=40 ewpf 7W4 rpm—a • ow P-M w.AdctftftL Wtr UY'L~AC-j"Me. (lip I�fx sr.fat, xk C-8 FcN tvAU CAM .0 WIN=ffI_.qzT_&j D6PL_?A= 'TIW I ni M%r rep 2 OCR 2=tQ&" rz-B z-"%L3 SECTOR,BE.A FROM Vww ,�ff '24t: 24ir 0-1 NM WPM WC%,Irr='.4. :A 0, :1 11 WA W=Wkw Dr-W Is s c. -2- up* to sampr�v,*d Iry ku UMWrAcTLVcF..7 InL WST WWW aco. irviccs f..)Fk7 Wp=u=w-E-A.L CIAlroz.rhho-CB 01 ;,:-i dut ELEVATI ON 87-0' Wr vo%~Or_nxWa svw"s ELEVATION 57-W l,N Figure 3 Existing and Proposed Antenna Configuration Z:�__ Town of Southold-SCTM 1000- 15_--9-8.1 AT&T SINY009226140200 Main 1:?,'-,d cwyscarm Page 7 0 \ U L T aX N I- S I t C OW IrAO �•L+7�0�prt au• T"V.l21RC _;'•Ir,l Y�'u J!i�_ML,�r•6���!!�'M JF+I '" 'J titer t�,•.0 �" tr V a'T3j *i JH:AGAF r 1 tiT� �� ICI;��+•y Urr 'r.iJP P r4€f 1'+IA;fY,*'}_iDy I °•� i A+ia�..^'*y+L-. ��I�� .� �1!�'JK._4 A•i'7'�,AY 7'�w �L.—,4 611 b p I` E • 3iY$J.4i4'�F:irr - ?q i}°r'?U-M lli�rl 3 cif.Fib�'M-=~i n '"1 I M,{ •SQF A I f r 41 Al L ,�•a. f �v ! �`ti"1'u4 r 7 i y�,�•rY�ii�fi:H:..�7M;A I ,j M ��� - �_����--�- � } Y� + "•'fir -tI'r.F• •i1::1:::3 4l:r��S I -= 5 n. w ' • q: t'•%V.��d +�• i� --tom—�_J f �`!x•_ar►-r.�_evt 'ems _ 1 _ •��..+aT =7eel,ti+irl�s Vs•.r�+t:. �—_ .iw ".��i..� 1 _ ..•: .,:1 �� ,-�- r_i,.may 1 . 4 _ N''t' Ih _SIR_���.'S �. T' l-' _ •4 t AV •a. -� L.&!�L--4sz Exls'nNc cour?eaavr PLAN EC;RRjr=YT PLAN Figure 4--Existing and Proposed Ground Equipment • Configuration I Town of SOutj'016—SCTM 1000-15--9-8-1 ckyftape A-T&T SINY009226!40200 Main Rd C T A Page 8 PJFPAUL J. FORD & COMPANY Report Date: July 11..2025 Client'. Wireless Edge ATTN'Anthony Longinell 38 Wiest market Street Rhineloeck,N-�' 1257 2 plione 14)� 7 1,,Ar.,_9 -0 000.Ext I L14 Emai::long ne tti@%virelessedgdi-tom Structure: 89ft Monopole Site Name: East orient Point Site Reference#,. WEC-NY-1432 Site Address: 402oo Main Road City,County, State: orient,Suffolk.NY Latitude,Longitude. 41 1525,-72 244361 PJF Project Number: 23825-0016-001.7805 Paul J.Ford and company is pleased to submit this structural Analysis Report to determine the tovver stress level. Anaivsls Critelisc- OrX t;a orm Code(2018 This analysis has men perbrireO ir-accordance I.-Ath Ille 2020 Ne'y'y Smote urll"� Ojauilding Code)based upon an ujUrnate 3.5e!cond�Artaiysisusl,,vind speed Df 116 mph.ApplicableIntemat, i B nSecrion2 Criteria Standard reterences and design icri(erta are Irsted Proposed Agpurtenance Loads: h he proposed loading configuration sho,.-vn In Table I combined with the other The!strucwrewss ana�yzed,--At t ccnsidered equipment shorNn in Table 2 of this report Summary pass 53.3% Existing Structure- pass 522% Existing Foundation: continuing professional services to .apprectate the opportunity of providing our C r projectS, We at paul J.Ford and COMPiDnY �o,-is or need ftirtt'l-ar ass;stance on this or any othe. you anc Wireless Edge.If you have any ques please give us a call LZ Respectfully Submitted BY Paul J-Ford and Company LU Jacob Neiderhouser,El 0 ST Structural Designer FES 9 7,'W, jneiderhouser@pau1jford com 250 E 8-oad St,Suite 600 Cojtjmbus,QH 136215 Prione 614-2216679 Irw HH-o t I Figure 5 Structural Analysis Cover Page Town of Southold—SCTM 1000-15.-9-8.1 C pe AT&T SFN Y009226/40200 Train Rd ftsca Page �. � UL T I INConnecting What %X AIR(*SMITH Matters. EMF FCC Com -Iiance Report Prepared for AT&T November 7, 20?5 10107374 N East orient Point Suffolk Coonzv - .!S27 PI 1 -�T Pi1ff �if 4lir l �r !. ? 1, •J� h - Y�-�Yil-,r� `',•`•4�� i tLrl�l llir- r..yI 1r,r St3tementCfC4mp11a17ce NOV WBENC HI Figure 6--.RF Exposure Compliance .Report Cover Page From: Michaelis, Jessica Sent: Monday, November 10, 2025 10:00 AM To: Westermann, Caitlin Subject: FW: Notice of Incompleteness - ATT Upgrades at MGH Orient Attachments: 10107374.2191A1HG4Y.East Orient Point.FCC Compliance Report.Ericsson Modernization.1 1.07.2025.pdf; 2025-11-07T211 5_23-Fed Ex-Shi pping- Label.pdf; Notice of Incompleteness ATT Upgrades at MGH Orient.pdf;WEC-NY-1432 -East Orient Point-REPORT-2025071 1 Sealed.pdf 'S ps J mail ����D� � Jessica NfichaelisNOV 10 2025I U ZUZPlanning Board Secretary S0UTH0LD"10�PLANNRNG EDARD� Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,, NY 11971 Phone: 631-765-1938 Email: I.essicai%l&southoldto�.,.VoNr From:Alexis Engelhardt<aengelhardt@airosmithdevelopment.com> Sent: Friday, November 7., 2025 4:20 PM To: Michaelis,Jessica <jessica.michaelis@town.southold.ny-us> Cc: Cerezo., Mara <marac@southoldtownny.gov> Subject: [SPAM] - Re: Notice of Incompleteness-ATT Upgrades at MGH Orient Good afternoon, Please see attached items that address all the comments within the letter received. Check as well as the hard copies of the attached are being sent via FedEx, tracking#885858288355. Thank you, Alexis Engelhardt Sr. Specialist, Wireless 20 office: 518-306-1711 x 1038 (Ito SM IT H Mobile: 973-928-9018 -iencielhardt�LO]j�q�ir,nithaeveloc,., -;ent.corti 318 West Avenue, Saratoga Springs, NY 12866 Celebrating 20 years serving our industry as a Certified Women Business Enterprise (WBENC) This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom it is addressed. If you hove received this e-mail in error,please contact cen gohardwairosm ithdevebpmen t.com. From:Alexis Engelhardt<aengel lea rdt alrosmithdevelopm nt.corn> Sent:Wednesday., November 5, 2025 11:42 AM To: Michaelis,Jessica <ies-sica.riiichaelis@town.southold.ny.us> 1 Eiie Acquisition Connecting Fiber Netvmrk Services What AIR*SMITH �D Renevvable Energy Matters. -meni EMFZFCC Compliance Report Prepared for o io rNOV 10 2025 AT&T OUTHC}LD TOWNANNINGi BOARD November 7, 2025 FA. 10107374 AT&T Site Name: East Orient Point 40200 Main Rd Orient Point, NY 11957 Site Location Suffolk County 41.1527 N -72.2442 W Multi-Licensee Facility I Yes FCC Standard OFT Bulletin 55 Edition 97-01 ANSOEEEIOSKA Standard Std C95.1/1910.97 1 Site Classification Tower Structure_ Type Stealth Monopole AT&T will be compliant with FCC Sfat�ementofComp/iance Rules and Regulations. a 1 318 W-_ast Ave, Saratoga Springs, NY 128E WBENC 0ftice 51,S-306-1711—Fax 518-306-1-7 11 w-E'oj}., airosmithLIevell)pi-n�flt.coni "V..�IjI pIM•.- AIR*SMITH Table of Contents 1.0 Scope................................................................................................................................................3 2.0 Introduction......................................................................................................................................3 3.0 Background on FCC MPE Limits........................................................................................................4 4.0 Results and Conclusions................................................................................................................... 6 5.0 Appurtenance Configuration............................................................................................................ 7 6.0 Certifications....................................................................................................................................9 7.0 APPENDIX A- Predictive Modeling Technique .............................................................................. 10 2 318 West Ave,Saratoga Springs, NY 12866 SFp$TEST WBENC Office 518-306-1711—Fax 518-306-1711 C -.5 Q sslt �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com Joe".oRc.7.SUCCEED TOGETHER. AIR*SMITH 1.0 Scope Airosmith Engineering has been requested to perform an analysis on the proposed AT&T Mobility antenna installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's OET Bulletin 65. The theoretical RF Emissions were analyzed using IXUS analysis software. Selected output from the analysis is included in this report. 2.0 Introduction Radio Frequency (RF) signals are electromagnetic waves and are characterized by their cycle time (wavelength) which is measured in meters. Frequency is defined as the number of complete cycles a wave can complete per second, which is called a Hertz. An illustration of the inverse relationship between wavelength and frequency of RF signals is shown in Figure 1 below�11.AT&T operates within several different frequency spectrum bands including, but not limited to:700MHz,850MHz, 1900MHz,2100MHz,2300MHz, and 3.7GHz.When considering field strength of an RF signal note that the power decreases as the distance from the antenna decreases. Figure 1: Radio Frequency Spectrum Cordless Cordless Cordless Shortwave Radio Phones Phones Phones AM Band Aircraft Microwaves it+I I� �r III`11 +CB VHF 'UHF UHF P.C.S.Phones TV+CCTV T+DT T +DTV Ham Ham Pagers Cellular Phones FM Band 0.3 Mhz 3 Mhz 30 K-1hz 300 Mhz 3000 N-1 hz As the frequency increases.the wavelength of the transmitted signal decreases Mhz=Megahertz=Millions of cycles per second The FCC exposure guidelines are applicable to radio frequency spectrum between 300kHZ and 1000Hz.The FCC's exposure guidelines are further discussed in Section 3.0, but it is important to note that the exposure limits are conservative and incorporate a substantial margin for safety. [1] Federal Communications Commission,A Location Government Official's Guide to Transmitting Antenna RF Emissions Safety:Rules, Procedures, and Practical Guidance,June 2, 2000. 318 West Ave,Saratoga Springs, NY 12866 GpSFPSTEsr'q WBENC Office 518-306-1711—Fax 518-306-1711 -5 C .�Q . �auiV`,t::�bu�.Nc�Sti�.tF2PRISE TIONAL www.airosmithdevelopment.com �2A�FCvOMQP��y DAFORCMSCOUNCEL ION FORCES.SUCCEED TOGETHER, AIR*SMITH 3.0 Background on FCC MPE Limits Since 1985, the FCC has had guidelines in place to evaluate human exposure to RF emissions. The most recent guidelines were adopted in 1996 and incorporate limits for the maximum permissible exposure (MPE) in terms of both electric and magnetic field strength and power density. Frequencies from 300kHz to 1000Hz are considered as part of these guidelines.These FCC Guidelines are documented in OET Bulletin 65 and are based on the exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP), the Institute of Electrical and Electronics Engineers, Inc (IEEE), and the American National Standards Institute (ANSI). For the purposes of determining exposure risk and the resulting compliance, the FCC Guidelines consider two tiers of exposure: occupational/controlled exposure, and general population/uncontrolled exposure. Occupational/controlled: these limits are to be considered when a person is exposed to RF emissions as a consequence of their employment. Additionally,this person must have been made fully aware of the potential exposure and has the ability to exercise control over their own exposure. General population/uncontrolled:these limits are to be considered in all other situations. Namely, when an individual may be exposed to RF emissions without being aware. This can happen as a consequence of their employment or not. Additionally, this person does not have the ability to exercise control over their exposure. The FCC limits for maximum permissible exposure are derived from a whole-body averaged specific absorption rate (SAR). The limits incorporate safety factors in order to implement extra precautions when considering the protection of the population that may be at risk. Additionally,the limits set by the FCC are based on data that has determined there are certain ranges of frequencies where the human body absorbs RF energy more efficiently: this frequency range is 30-300MHz. The specific MPE limit per frequency range is provided in the table below in terms of Electric Field Strength (V/m), Magnetic Field Strength (A/m),and Power Density(mW/cm2). It should be noted that the limits are more restrictive for the General Population/Uncontrolled exposure. 4 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 C - .5 wvnnt�ti�aUsiIAr�s try i tltPHisE �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com +01"FORCM SUCCEED TOGETHER. AIR*SMITH (A) Limits for Occiip,.itioil-.i1:"C'onti-olled Exposure Frequency Electric Field Nh1c11etic Field Pow,er De11S1r' Averac fine,Time Rall2e Strength (E) Strength (H) (S) JE 12,IH12 of S (MHz) (V/111) (niNNT/mr) (Milliltes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 18421f 4.891f (9001f')* 6 30-300 61.4 0.163 1.0 6 300-1500 -- -- f'300 6 1500-100,000 -- -- 5 6 (B) Limits fol'Gener;il Pop uhitioii/1-mmit1'011ed Exposm-e Frequelicy Electric Field Maolletic Field Po-veer Delzsirv- Avermhig Time Range Strength (E) Strength (H) (S) JE 12, H 2 or S (MHz) 0V/111) (1�r'nl} (nl�'�7�r`c.nl�) (minutes) 0.3-1.34 614 1.63 (100)" 30 1.34-30 824If 2.19If (180/'f')* 30 30-300 27.5 0.073 0.1 30 300-1500 -- -- fr'1500 30 1500-100,000 -- -- 1.0 3 0 f=ffequelicy in MHz Plalle-wave egillv'alelit power denslly' The most common way to determine the compliance of a site is to compare the RF power density to the Maximum Permissible Exposure Limits outlined in the tables above, and to represent it as a percentage of the limit. This is shown graphically below in Figure 2. Figure 2: FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density 1,000 OccupationaliControlled Exposure ———- General Population/Uncontrolled Exposure 100 10 5 1 ,- — - - - - - - -- i 0.2 - - - -,� 0.1 0.03 0.3 3 30 300 3,000 30,000 300,000 1.34 1,500 100,000 Frequency (MHz) 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 5 Q wvnntN�aUsiIAr�s try i tltPHisE �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com +01"FORCM SUCCEED TOGETHER. AIR*SMITH It is important to note that the FCC rules specifically state that compliance is the shared responsibility of all licensed transmitters on a site if their power density levels are equal to or greater than 5%of the exposure limit in an area. When conducting predictive modeling, applicants are expected to make a "good faith" effort in factoring in the other transmitters on site. References: 47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310 (Radiofrequency radiation exposure limits). FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields", Edition 97-01,August 1997. IEEE Std C95.1-2019, "IEEE Standard for Safety Levels with Respect to Human Exposure to Electric, Magnetic, and Electromagnetic Fields, 0 Hz to 300 GHz". 4.0 Results and Conclusions Upon reviewing the results of this analysis, the calculated non-ionizing radiation for this proposed AT&T antenna installation is considered COMPLIANT when compared to General Population FCC exposure limitations. In addition, when considering AT&T and all other transmitters on the tower, the overall site is considered COMPLIANT when compared to the General Population FCC exposure limitations. The analysis results are summarized below. General Results AT&T Maximum General Population MPE % 3.10% at Ground Level 3.60%at Adjacent Roof Level All Sources Maximum General Population MPE % 4.47% at Ground Level 6.44%at Adjacent Roof Level 6 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 C - .5 wvnnt�ti�aUsiIAr�s try i tltPHisE �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com Joe"FORCM SUCCEED TOGETHER. AIR*SMITH 5.0 Appurtenance Configuration Colocator Data: ❑X Estimate ❑Actual Data ❑N/A Operator Ant Z Centerline Antenna Type, Manufacturer,&Model Frequency Total TPO(W) Az(0) ID Elev. Band (ft) AT&T Al 67 Panel/CommScope/KVVSS-65A-R3 LTE 700 B14 60 0 AT&T Al 67 Panel/CommScope/KVVSS-65A-R3 LTE 700 60 0 AT&T Al 67 Panel/CommScope/KVVSS-65A-R3 LTE 1900 180 0 AT&T Al 67 Panel/CommScope/KVVSS-65A-R3 LTE 2100 180 0 AT&T Al 67 Panel/CommScope/KVVSS-65A-R3 4GHz 120 0 AT&T A2 57 Panel/CommScope/KVVSS-65A-R3 NR 850 90 0 AT&T A2 57 Panel/CommScope/KVVSS-65A-R3 LTE 700 B12 90 0 AT&T A2 57 Panel/CommScope/KVVSS-65A-R3 3.5GHz 120 0 AT&T B1 67 Panel/CommScope/KVVSS-65A-R3 LTE 700 B14 60 120 AT&T B1 67 Panel/CommScope/KVVSS-65A-R3 LTE 700 60 120 AT&T B1 67 Panel/CommScope/KVVSS-65A-R3 LTE 1900 180 120 AT&T B1 67 Panel/CommScope/KVVSS-65A-R3 LTE 2100 180 120 AT&T B1 67 Panel/CommScope/KVVSS-65A-R3 4GHz 120 120 AT&T B2 57 Panel/CommScope/KVVSS-65A-R3 NR 850 90 120 AT&T B2 57 Panel/CommScope/KVVSS-65A-R3 LTE 700 B12 90 120 AT&T B2 57 Panel/CommScope/KVVSS-65A-R3 3.5GHz 120 120 AT&T C1 67 Panel/CommScope/KVVSS-65A-R3 LTE 700 B14 60 240 AT&T C1 67 Panel/CommScope/KVVSS-65A-R3 LTE 700 60 240 AT&T C1 67 Panel/CommScope/KVVSS-65A-R3 LTE 1900 180 240 AT&T C1 67 Panel/CommScope/KVVSS-65A-R3 LTE 2100 180 240 AT&T C1 67 Panel/CommScope/KVVSS-65A-R3 4GHz 120 240 AT&T C2 57 Panel/CommScope/KVVSS-65A-R3 NR 850 90 240 AT&T C2 57 Panel/CommScope/KVVSS-65A-R3 LTE 700 B12 90 240 AT&T C2 57 Panel/CommScope/KVVSS-65A-R3 3.5GHz 120 240 T-Mobile T1 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 850 80 0 T-Mobile T1 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 1800 160 0 T-Mobile T1 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 2300 160 0 T-Mobile T1 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 700 80 0 T-Mobile T2 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 850 80 120 T-Mobile T2 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 1800 160 120 T-Mobile T2 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 2300 160 120 T-Mobile T2 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 700 80 120 T-Mobile T3 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 850 80 240 T-Mobile T3 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 1800 160 240 T-Mobile T3 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 2300 160 240 T-Mobile T3 75 Panel/RFS/APXVFWWI2X-C-NA20 LTE 700 80 240 Verizon V1 87 Panel/Quintel/QS6610-5C LTE 700 80 0 Verizon V1 87 Panel/Quintel/QS6610-5C LTE 850 80 0 Verizon V1 87 Panel/Quintel/QS6610-5C LTE 1900 160 0 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 `� .5 Q wvnnt�ti�aUsiIAr�s try i tltPHisE �2q�COMQPy NATIONAL COUNCIL www.airosmithdevelopment.com Joe".oRCM SUCCEED TOGETHER. AIR*SMITH Verizon V1 87 Panel/Quintel/QS6610-5C LTE 2100 160 0 Verizon V2 87 Panel/Quintel/QS6610-5C LTE 700 80 120 Verizon V2 87 Panel/Quintel/QS6610-5C LTE 850 80 120 Verizon V2 87 Panel/Quintel/QS6610-5C LTE 1900 160 120 Verizon V2 87 Panel/Quintel/QS6610-5C LTE 2100 160 120 Verizon V3 87 Panel/Quintel/QS6610-5C LTE 700 80 240 Verizon V3 87 Panel/Quintel/QS6610-5C LTE 850 80 240 Verizon V3 87 Panel/Quintel/QS6610-5C LTE 1900 160 240 Verizon V3 87 Panel/Quintel/QS6610-5C LTE 2100 160 240 8 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 `�� .5 Q wvnntN�aUsiIAr�s try i tltPHisE �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com Joe"FORM.SUCCEED TOGETHER. AIR*SMITH 6.0 Certifications a. Preparer Certification I, Emily McPherson,the preparer of this report, am familiar with the Rules and Regulations of both the Federal Communications Commission (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. I am also familiar with AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document. I have reviewed this Radio Frequency Exposure Assessment report and believe it to be both true and accurate to the best of my knowledge. 5m4 W&;v4wm,, P5 11/7/2025 b. Reviewer Certification I, Emily McPherson,the reviewer and approver of this report, am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commission (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. I am also fully aware of and familiar with AT&T's RF Exposure: Responsibilities, Procedures &Guidelines document. I have reviewed this Radio Frequency Exposure Assessment report and believe it to be both true and accurate to the best of my knowledge. Sm4 W&;v4wmo, PE Director- RF Engineering F NEw P��0 y0 11/7/2025 4, a• M�pyF00 00r- �0 r Cz eXCE LSIOR < 108843 �pF �O�P ESS 11/7/2025 APPROVED BY: Emily A. McPherson, P.E. NY License#: 10884311 EXP: 10/31/26 Airosmith Development Joseph Johnston Engineering, D.P.0 DBA:Airosmith Engineering COA: 17285, EXP: 5/31/26 9 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 C - .5 wvnnt�ti�aUsiIAr�s try i tltPHisE �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com Joe".oRCM SUCCEED TOGETHER. AIR*SMITH 7.0 APPENDIX A- Predictive Modeling Technique Airosmith Engineering has performed worst case predictive modeling on the proposed AT&T antenna installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's OET Bulletin 65 using IXUS EMF Compliance Management Software,Version 4.15.0. IXUS is a commercially available software developed by Alphawave. IXUS uses Ray-Tracing RF exposure modeling to calculate the power density and compares it with FCC Limits.The ray tracing method is an advanced computation method described by an international standards protocol: I EC 62232. RF power density levels are calculated using the IXUS Modeler. IXUS employs a synthetic ray tracing method for panel and omnidirectional antennas and a cylindrical envelope method for microwave dish (parabolic reflector/aperture) antennas. IXUS uses elemental sources, which are representative of how an antenna emits RF energy. These elemental sources are selected by an analysis of the antennas and their manufacturers' datasheets. All of the sources representing all of the antennas are summed to determine power density. Ray tracing algorithms typically overestimate RF power density because they do not take into account absorption of RF energy in the ground, building walls and other man-made structures. The power density summation works as follows: To calculate exposure and compliance boundaries, power density from each source (exposure value by frequency EVf) is divided by the appropriate exposure limit (ELf), creating an exposure ratio (ERf). ER f = EVf EL f Ratios from each source are combined to determine a total exposure ratio TER. This ratio is used to determine exposure and compliance boundaries. n TER = ERi i=1 IXUS uses the calculated TER to create graphical 3D compliance boundaries around all of the antennas combined and to determine the exposure at any location. Additionally, a conservative and verified modelling technique for 5G beamforming antennas in IXUS is also used. The simulation accuracy of the IXUS calculation module has been verified extensively with full-wave EM simulations using FEKO. All antenna models that are used in the IXUS modeler undergo a rigorous verification process, whereby manufacturer data obtained from datasheets or pattern information is compared to that of the IXUS antenna model, during the synthesis process. 10 318 West Ave,Saratoga Springs, NY 12866 SFASTESJ- WBENC Office 518-306-1711—Fax 518-306-1711 tiyc`�� .5 Q wvnnt�ti�aUsiIAr�s try i tltPHisE �2q�COMQ NATIONAL COUNCIL www.airosmithdevelopment.com Joe"FORCM SUCCEED TOGETHER. PJFPAUL U FORD~~° & (— [lMP /lN \/ Report Date: July 11. 2O25 57 D Client: Wireless Edge Q�[E 0 WM 10] VI 02 0 2 ATTN: Anthony Longin�� U T H 0 L D To VVN 5 38VVeo market Street rNOV 10 2025 Rhinebeck, NY, 12572 SOUTHOLD TOWN Phmne: (914)712-OOOO. Ext1O47 rj Email: |onginetti@vvinelaeaodge.com Structure: 88ftPNonopo|e Site Name: East Orient Point Site Reference#: VVEO-NY-1432 Site Address: 4O2OO Main Road City, County, State: Orient, Suffolk, NY Latitude, Longitude: 41.1525. -72.244361 PJF Project Number: 23825-0018.001.7805 Paul J. Ford and Company is pleased to submit this Structural Analysis Report to determine the tower stress level. Analysis Criteria: This analysis has been performed in accordance with the 2020 New York State Uniform Code (2018 International Building Code)based upon an ultimate 3-second gust wind speed of 128 mph. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Proposed Appurtenance Loads: The structure was analyzed with the proposed loading configuration shown in Table 1 combined with the other considered equipment shown in Table 2ofthis report. Summary of Analysis Results: Existing Structure: Pass 53.396 Existing Foundation: Pass 52.2% We at Paul J. Ford and Company appreciate the opportunity of providing our continuing professional services to you and Wireless Edge. If you have any questions or need further assistance on this or any other projects, please give uoecall. lof NE Respectfully Submitted By: vU KEN' Paul J. Ford and Company Jacob Neiderhoueer' B Structural Designer jneiderhoueer@pauUford.00m � um»� zsoE Broad St,Suite soo Columbus,OH 43215 Phnnes14.721.es7s Founded in19es `vww.Pmu']Foru.coo` z00%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point 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 Additional Calculations Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 3 1) INTRODUCTION This is a 89ft Monopole designed by Valmont in November of 2013. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: D Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Equipment Center Number Feed Mounting Line Antenna Owner of Antenna Model of Feed Line Notes (Carrier) Level (ft) Ele(f�)tion Antennas Manufacturer Lines Size (in) 3 i commscope KWSS-65A-R3 F � 67.0 67.0 1 6 � commscope STX61742T-43 12 7/8 I 1 64.0 1 ' concealment 38°r� x 10' shroud AT&T 3 1 commscope KWSS-65A-R3 -F F -I- 57.0 6 commscopeFSTX61742T-43 6 � 30m 57.0 F54.0 38"r� x 10' 12 7/8concealment L shroud Notes: 1) Proposed Equipment Table 2 -Other Considered Equipment Equipment CenterNumber Number Feed Mounting Line Antenna Owner of Antenna Model of Feed Line Notes (Carrier) Level (ft) Ele(f��tion Antennas Manufacturer 11 Lines Size(in) 3 commscope STX61742Q-43 1 Verizon 87.0 $7'0 3 r quintet QS6610-5C 12 7/8 1 technology 84.0 1 concealment 38"o x 10' shroud F- 7 6 commscope ETT19V2S12UB -F 75.0 APXVFWW12X- T-Mobile 75.0 3 rfs celwave C-NA20 18 7/8 1 74.0 1 concealment 38"o x 10' shroud Empty j 44.0 1 44.0 1 concealment 38"ra x 10' shroud --- --- 1 1 34.0 7 34.0 1 concealment 38"o x 10' shroud --- --- 1 Notes: 1) Existing Equipment Founded in 1965 www.PaulJFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 4 3)ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Monopole Manufacturer Drawings Valmont, 11/25/2013 209586 Concealment Canister Drawings Valmont, 03/24/2014 209586 Foundation Drawings Valmont, 11/25/2013 _� 209586 Geotechn ical Report Maser, 07/27/2010 0700808A-G 151 Structural Analysis r PJF, 02/12/2024 23824-0003.001.7805 3.1)Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2)Assumptions 1) Tower and structures were 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. 3) All coaxial cables are assumed to run internal to the monopole shaft. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 5 4)ANALYSIS RESULTS Table 4 -Section Capacity(Summary) Section Elevation(ft) Component Type Size Critical P(K) SF*P—allow % Pass/Fail No. Element (K) Capacity L1 89-69 Pole —� TP10.75x10.75x0.5 1 -2.38 760.76 9.1 Pass 71-2 Y 69-59 Pole F TP10.75x10.75x0.5 2 F--4.42 760.76 20.1 Pass 'F-'F- L3 'F- 59-29 1 Pole TP14x14x1.094 3 -12.54 F2095.85 22.3 Pass L4 'F-29-0 Pole TP38x38x0.25 4 -18.27 1839.97 23.0 Pass Summary Pole(1-4) T 23.0 F— Pass W Rating= 23.0 Pass Table 5 -Tower Component Stresses vs Capacity Notes Component Elevation (ft) % Capacity Pass/ Fail 1 Flange Bolts 59 I 31.4 _1 Pass 1 Flange Plate -� 59 31.3 r Pass 1 I Flange Bolts -� 29 48.7 Pass 1 F Flange Plate -1 29 F 53.3 �� Pass 1 F Anchor Rods 0 F 29.6 �� Pass 1 Base Plate 0 14.2 T Pass 1 F Base Foundation (Structure) 0 16.7 Pass �1 Base Foundation (Soil Interaction) 0 52.2 Pass Structure Rating (max from all components) = 53.3% Notes: • All structural ratings are per TIA-222-H Section 15.5 1) See additional documentation in"Appendix B—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 6 STANDARD CONDITIONS FOR FURNISHING OF PROFESSIONAL ENGINEERING SERVICES ON EXISTING STRUCTURES BY PAUL J. FORD AND COMPANY 1) Paul J. Ford and Company has not made a field inspection to verify the monopole dimensions or the antenna/coax loading. If the existing conditions are not as represented on these sketches, we should be contacted immediately to reevaluate any conclusions stated in this report. 2) No allowance was made for any damaged, missing, or rusted materials. The analysis of this structure assumes that no physical deterioration has occurred in any of the structural components of the tower and that all the structural members have the same load carrying capacity as the day the tower was erected. 3) It is not possible to have all the detailed information to perform a thorough analysis of every structural sub-component of an existing structure. The structural analysis provided by Paul J. Ford and Company verifies the adequacy of the main structural members of the tower. Paul J. Ford and Company provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 7 APPENDIX A TNXTOWER OUTPUT Founded in 1965 www.PauljFord.com 100%Employee Owned 89.0 ft MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A500-50 50 ksi 62 ksi A572-65 65 ksi 80 ksi 0 0 0 0 LO TOWER DESIGN NOTES 0 0 0O I,-: ti o 1. Tower designed for Exposure D to the TIA-222-H Standard. 2. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 3. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. TOWER RATING:23% 69.0 ft 0 0 N C) LO LO LO J o f� I� o o 0 r � � 59.0 ft 0 19 0 0 o Q M9 � C) o o - O M CD � � � 29.0 ft ALL REACTIONS ARE FACTORED AXIAL 25 K 0 0 0 0 0 0 o o o 0 N o o M co coSHEAR MOMENT Q N � co co 3 K 131 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 18K SHEAR MOMENT 8 K_L,,r 344 kip-ft 0.0 ft to REACTIONS-128 mph WIND o U) Y a c� cU o p a � p U CU FD L U) J Z H H m C> Paul J. Ford and Company °b:89"Monopole East Orient Point 250 East Broad Street, STE 600 Project:pJF23825-00161 WEC-NY-1432 F)i client:Wireless Ede Drawn by:'neiderhouser App'd: Columbus, Ohio g � PJFLogo Phone:614-221-6679 Code: TIA-222-H Date:07/11/25 Scale: NTS FAX: Path: Dwg No.E-1 G:\TOWER\238 Wireless Ed e\2025\23825-0016 East Orient Point NY1432\7805-0016.001.7805 SA\tnx\23825-001fi Concealme t.eri A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 8 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower base elevation above sea level: 8.10 ft. • Basic wind speed of 128 mph. • Risk Category II. • Exposure Category D. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.00 ft. • Nominal ice thickness of 1.0000 in. • Ice thickness is considered to increase with height. • Ice density of 56.00 pcf. • A wind speed of 50 mph is used in combination with ice. • Temperature drop of 50 'F. • Deflections calculated using a wind speed of 60 mph. • Non-linear(P-delta) analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1.05. • Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Horizontals Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments-Diagonals Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation �I Use Code Safety Factors-Guys Bypass Mast Stability Checks Consider Feed Line Torque Escalate Ice Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist. Exemption Kz In Exposure D Hurricane Region Alternative Appurt. EPA Calculation Use TIA-222-H Tension Splice Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Pole Without Linear Attachments SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole With Shroud Or No Appurtenances Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Corner Radii Are Known Use Special Wind Profile Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 89.0000- 20.0000 0.00 Round 10.7500 10.7500 0.3750 A53-13-42 69.0000 (42 ksi) L2 69.0000- 10.0000 0.00 Round 10.7500 10.7500 0.5000 A500-50 59.0000 (50 ksi) L3 59.0000- 30.0000 0.00 Round 14.0000 14.0000 1.0940 A500-50 29.0000 (50 ksi) L4 29.0000- 29.0000 18 38.0000 38.0000 0.2500 1.0000 A572-65 0.0000 (65 ksi) Founded in 1965 www.Paulff ord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 9 Tapered Pole Properties Section Tip Dia. Area 1 r C I/C J It/Q w w/t in in2 in4 in in in3 in4 in2 in L 1 10.7500 16.1007 211.9501 3.6282 5.3750 39.4326 423.9003 8.0455 0.0000 0 10.7500 16.1007 211.9501 3.6282 5.3750 39.4326 423.9003 8.0455 0.0000 0 L2 10.7500 16.1007 211.9501 3.6282 5.3750 39.4326 423.9003 8.0455 0.0000 0 10.7500 16.1007 211.9501 3.6282 5.3750 39.4326 423.9003 8.0455 0.0000 0 L3 14.0000 44.3567 930.1685 4.5793 7.0000 132.8812 1860.3369 22.1651 0.0000 0 14.0000 44.3567 930.1685 4.5793 7.0000 132.8812 1860.3369 22.1651 0.0000 0 L4 38.5476 29.9546 5393.0600 13.4012 19.3040 279.3753 10793.216 14.9802 6.2480 24.992 3 38.5476 29.9546 5393.0600 13.4012 19.3040 279.3753 10793.216 14.9802 6.2480 24.992 3 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness A f Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L 1 89.0000- 1 0 1 69.0000 L2 69.0000- 1 0 1 59.0000 L3 59.0000- 1 0 1 29.0000 L4 29.0000- 1 1 1 0.0000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft klf Calculation LDF5-50A (7/8" C No No Inside Pole 87.0000- 12 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 75.0000- 18 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 67.0000- 6 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 67.0000- 12 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 67.0000- 6 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 30m Coax C No No Inside Pole 57.0000- 6 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 Founded in 1965 www.PaulJFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 10 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 89.0000-69.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L2 69.0000-59.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.16 L3 59.0000-29.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.59 L4 29.0000-0.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.57 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 89.0000-69.0000 A 1.091 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L2 69.0000-59.0000 A 1.068 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.16 L3 59.0000-29.0000 A 1.029 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.59 L4 29.0000-0.0000 A 0.921 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 - C 0.000 0.000 0.000 0.000 0.57 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in L1 89.0000-69.0000 0.0000 0.0000 0.0000 0.0000 L2 69.0000-59.0000 0.0000 0.0000 0.0000 0.0000 L3 59.0000-29.0000 0.0000 0.0000 0.0000 0.0000 L4 29.0000-0.0000 0.0000 0.0000 0.0000 0.0000 Note: For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 11 Description Face Offset Offsets:ets: Azimuth Placement CgAq CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft ******************************* QS6610-5C A From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.05 0.00 1/2" 0.0000 0.0000 0.10 0.00 Ice 0.0000 0.0000 0.16 1"Ice QS6610-5C B From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.05 0.00 1/2" 0.0000 0.0000 0.10 0.00 Ice 0.0000 0.0000 0.16 1"Ice QS6610-5C C From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.05 0.00 1/2" 0.0000 0.0000 0.10 0.00 Ice 0.0000 0.0000 0.16 1"Ice STX61742Q-43 A From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.02 1"Ice STX61742Q-43 B From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.02 1"Ice STX61742Q-43 C From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.02 1"Ice APXVFWW12X-C- A From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.05 NA20_TIA 0.00 1/2" 0.0000 0.0000 0.09 0.00 Ice 0.0000 0.0000 0.13 1"Ice APXVFWW12X-C- B From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.05 NA20_TIA 0.00 1/2" 0.0000 0.0000 0.09 0.00 Ice 0.0000 0.0000 0.13 1"Ice APXVFWW12X-C- C From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.05 NA20_TIA 0.00 1/2" 0.0000 0.0000 0.09 0.00 Ice 0.0000 0.0000 0.13 1"Ice (2)ETT19V2S12UB A From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.03 1"Ice (2)ETT19V2S12UB B From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.03 1"Ice (2)ETT19V2S12UB C From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.03 1"Ice KWSS-65A-R3 A From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.04 0.00 1/2" 0.0000 0.0000 0.07 0.00 Ice 0.0000 0.0000 0.11 1"Ice KWSS-65A-R3 B From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.04 0.00 1/2" 0.0000 0.0000 0.07 0.00 Ice 0.0000 0.0000 0.11 1"Ice KWSS-65A-R3 C From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.04 Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 12 Description Face Offset Offsets:ets: Azimuth Placement CgAq CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 1/2" 0.0000 0.0000 0.07 0.00 Ice 0.0000 0.0000 0.11 1"Ice (2)STX61742T-43 A From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.01 1"Ice (2)STX61742T-43 B From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.01 1"Ice (2)STX61742T-43 C From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.01 1"Ice KVVSS-65A-R3-V1 A From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.04 0.00 1/2" 0.0000 0.0000 0.07 0.00 Ice 0.0000 0.0000 0.11 1"Ice KWSS-65A-R3-V1 B From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.04 0.00 1/2" 0.0000 0.0000 0.07 0.00 Ice 0.0000 0.0000 0.11 1"Ice KWSS-65A-R3-V1 C From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.04 0.00 1/2" 0.0000 0.0000 0.07 0.00 Ice 0.0000 0.0000 0.11 1"Ice (2)STX61742T-43 A From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.01 1"Ice (2)STX61742T-43 B From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.01 1"Ice (2)STX61742T-43 C From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.01 1"Ice ******************************* Canister Load C None 0.0000 89.0000 No Ice 7.1250 7.1250 0.10 1/2" 17.8750 17.8750 0.22 Ice 18.3333 18.3333 0.34 1"Ice Canister Load2 C None 0.0000 79.0000 No Ice 14.2500 14.2500 0.32 1/2" 35.7500 35.7500 0.55 Ice 36.6667 36.6667 0.80 1"Ice Canister Load3 C None 0.0000 69.0000 No Ice 14.2500 14.2500 0.84 1/2" 35.7500 35.7500 1.08 Ice 36.6667 36.6667 1.32 1"Ice Canister Load4 C None 0.0000 59.0000 No Ice 14.2500 14.2500 0.84 1/2" 35.7500 35.7500 1.08 Ice 36.6667 36.6667 1.32 1"Ice Canister Load5 C None 0.0000 49.0000 No Ice 14.2500 14.2500 0.32 1/2" 35.7500 35.7500 0.55 Ice 36.6667 36.6667 0.80 1"Ice Canister Load6 C None 0.0000 39.0000 No Ice 14.2500 14.2500 0.32 35.7500 35.7500 0.55 Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 13 Description Face Offset Offsets:ets: Azimuth Placement CgAq CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 1/2" 36.6667 36.6667 0.80 Ice 1"Ice Canister Load7 C None 0.0000 29.0000 No Ice 7.1250 7.1250 1.23 1/2" 17.8750 17.8750 1.34 Ice 18.3333 18.3333 1.46 1"Ice Tower Pressures - No Ice GH= 1.100 Section z Kz qZ AG F AF AR Aleg Leg CAAq CAAq Elevation a % In Out c Face Face ft ft ksf ft2 e f.2 f.2 ft2 f.2 f.2 L189.0000- 79.0000 1.375 0.055 17.917 A 0.000 0.000 0.000 0.00 0.000 0.000 69.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 69.0000- 64.0000 1.326 0.053 8.958 A 0.000 0.000 0.000 0.00 0.000 0.000 59.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 59.0000- 44.0000 1.242 0.049 35.000 A 0.000 0.000 0.000 0.00 0.000 0.000 29.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L4 29.0000- 14.5000 1.030 0.041 93.157 A 0.000 93.157 93.157 100.00 0.000 0.000 0.0000 B 0.000 93.157 100.00 0.000 0.000 C 1 0.0001 93.1571 1 100.001 0.0001 0.000 Tower Pressure - With Ice GH= 1.100 Section z Kz qZ tZ AG F AF AR Aleg Leg CAAq CAAq Elevation a % In Out c Face Face ft ft ksf In f('2 e f.2 f.2 f.2 f.2 f.2 L189.0000- 79.0000 1.375 0.008 1.0912 21.554 A 0.000 0.000 0.000 0.00 0.000 0.000 69.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 69.0000- 64.0000 1.326 0.008 1.0685 10.739 A 0.000 0.000 0.000 0.00 0.000 0.000 59.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 59.0000- 44.0000 1.242 0.008 1.0292 40.146 A 0.000 0.000 0.000 0.00 0.000 0.000 29.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L4 29.0000- 14.5000 1.030 0.006 0.9211 97.609 A 0.000 97.609 97.609 100.00 0.000 0.000 0.0000 B 0.000 97.609 100.00 0.000 0.000 C 1 0.0001 97.6091 1 100.001 0.0001 0.000 Tower Pressure - Service Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 14 GH= 1.100 Section Z KZ qZ AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft ksf ft2 e ft2 ft2 ft2 ft2 ft2 L 1 89.0000- 79.0000 1.375 0.011 17.917 A 0.000 0.000 0.000 0.00 0.000 0.000 69.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 69.0000- 64.0000 1.326 0.010 8.958 A 0.000 0.000 0.000 0.00 0.000 0.000 59.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 59.0000- 44.0000 1.242 0.010 35.000 A 0.000 0.000 0.000 0.00 0.000 0.000 29.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L4 29.0000- 14.5000 1.030 0.008 93.157 A 0.000 93.157 93.157 100.00 0.000 0.000 0.0000 B 0.000 93.157 100.00 0.000 0.000 C 1 0.0001 93.1571 1 100.001 0.0001 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 15 Comb. Description No. 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 89-69 Pole Max Tension 3 0.00 0.00 -0.00 Max. Compression 26 -4.28 0.00 0.00 Max. Mx 8 -2.38 -18.13 0.00 Max. My 2 -2.38 0.00 18.13 Max.Vy 8 1.37 -18.13 0.00 Max.Vx 2 -1.37 0.00 18.13 Max.Torque 5 -0.00 L2 69-59 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -7.28 0.00 0.00 Max. Mx 8 -4.42 -40.48 0.00 Max. My 2 -4.42 0.00 40.48 Max.Vy 8 2.24 -27.07 0.00 Max.Vx 2 -2.24 0.00 27.07 Max.Torque 5 -0.00 L3 59-29 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -17.72 0.00 0.00 Max. Mx 8 -12.54 -156.39 0.00 Max. My 2 -12.54 0.00 156.39 Max.Vy 8 4.65 -114.85 0.00 Max.Vx 2 -4.65 0.00 114.85 Max.Torque 5 -0.00 L4 29-0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -24.94 0.00 0.00 Max. Mx 8 -18.27 -343.55 0.00 Max. My 2 -18.27 0.00 343.55 Max.Vy 8 7.94 -343.55 0.00 Max.Vx 2 -7.94 0.00 343.55 Max.Torque 5 -0.00 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 24.94 0.00 0.00 Max. HX 20 18.28 7.93 0.00 Max. Hz 2 18.28 0.00 7.93 Max. Mx 2 343.55 0.00 7.93 Max. MZ 8 343.55 -7.93 0.00 Max.Torsion 13 0.00 -3.97 -6.87 Min.Vert 9 13.71 -7.93 0.00 Min. HX 8 18.28 -7.93 0.00 Min. Hz 14 18.28 0.00 -7.93 Min. Mx 14 -343.55 0.00 -7.93 Min. MZ 20 -343.55 7.93 0.00 Min.Torsion 5 -0.00 -3.97 6.87 Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 16 Tower Mast Reaction Summary Load Vertical Shear, Shearz Overturning Overturning Torque Combination Moment,Mx Moment,MZ K K K kip-ft kip-ft kip-ft Dead Only 15.23 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg- 18.28 0.00 -7.93 -343.55 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 0 deg- 13.71 0.00 -7.93 -341.63 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 30 deg- 18.28 3.97 -6.87 -297.52 -171.77 0.00 No Ice 0.9 Dead+1.0 Wind 30 deg- 13.71 3.97 -6.87 -295.86 -170.81 0.00 No Ice 1.2 Dead+1.0 Wind 60 deg- 18.28 6.87 -3.97 -171.77 -297.52 -0.00 No Ice 0.9 Dead+1.0 Wind 60 deg- 13.71 6.87 -3.97 -170.81 -295.86 -0.00 No Ice 1.2 Dead+1.0 Wind 90 deg- 18.28 7.93 0.00 0.00 -343.55 0.00 No Ice 0.9 Dead+1.0 Wind 90 deg- 13.71 7.93 0.00 0.00 -341.63 0.00 No Ice 1.2 Dead+1.0 Wind 120 deg 18.28 6.87 3.97 171.77 -297.52 0.00 -No Ice 0.9 Dead+1.0 Wind 120 deg 13.71 6.87 3.97 170.81 -295.86 0.00 -No Ice 1.2 Dead+1.0 Wind 150 deg 18.28 3.97 6.87 297.52 -171.77 -0.00 -No Ice 0.9 Dead+1.0 Wind 150 deg 13.71 3.97 6.87 295.86 -170.81 -0.00 -No Ice 1.2 Dead+1.0 Wind 180 deg 18.28 0.00 7.93 343.55 0.00 0.00 -No Ice 0.9 Dead+1.0 Wind 180 deg 13.71 0.00 7.93 341.63 0.00 0.00 -No Ice 1.2 Dead+1.0 Wind 210 deg 18.28 -3.97 6.87 297.52 171.77 0.00 -No Ice 0.9 Dead+1.0 Wind 210 deg 13.71 -3.97 6.87 295.86 170.81 0.00 -No Ice 1.2 Dead+1.0 Wind 240 deg 18.28 -6.87 3.97 171.77 297.52 -0.00 -No Ice 0.9 Dead+1.0 Wind 240 deg 13.71 -6.87 3.97 170.81 295.86 -0.00 -No Ice 1.2 Dead+1.0 Wind 270 deg 18.28 -7.93 0.00 0.00 343.55 0.00 -No Ice 0.9 Dead+1.0 Wind 270 deg 13.71 -7.93 0.00 0.00 341.63 0.00 -No Ice 1.2 Dead+1.0 Wind 300 deg 18.28 -6.87 -3.97 -171.77 297.52 0.00 -No Ice 0.9 Dead+1.0 Wind 300 deg 13.71 -6.87 -3.97 -170.81 295.86 0.00 -No Ice 1.2 Dead+1.0 Wind 330 deg 18.28 -3.97 -6.87 -297.52 171.77 -0.00 -No Ice 0.9 Dead+1.0 Wind 330 deg 13.71 -3.97 -6.87 -295.86 170.81 -0.00 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 24.94 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 24.94 0.00 -2.72 -131.09 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 24.94 1.36 -2.36 -113.53 -65.55 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 24.94 2.36 -1.36 -65.55 -113.53 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 24.94 2.72 0.00 0.00 -131.09 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 24.94 2.36 1.36 65.55 -113.53 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 24.94 1.36 2.36 113.53 -65.55 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 24.94 0.00 2.72 131.09 0.00 0.00 deg+1.0 Ice+1.0 Temp Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 17 Load Vertical Shear, Shearz Overturning Overturning Torque Combination Moment,Mx Moment,MZ K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 210 24.94 -1.36 2.36 113.53 65.55 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 24.94 -2.36 1.36 65.55 113.53 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 24.94 -2.72 0.00 0.00 131.09 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 24.94 -2.36 -1.36 -65.55 113.53 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 24.94 -1.36 -2.36 -113.53 65.55 -0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 15.23 0.00 -1.56 -67.24 0.00 0.00 Dead+Wind 30 deg-Service 15.23 0.78 -1.35 -58.23 -33.62 0.00 Dead+Wind 60 deg-Service 15.23 1.35 -0.78 -33.62 -58.23 0.00 Dead+Wind 90 deg-Service 15.23 1.56 0.00 0.00 -67.24 0.00 Dead+Wind 120 deg- 15.23 1.35 0.78 33.62 -58.23 0.00 Service Dead+Wind 150 deg- 15.23 0.78 1.35 58.23 -33.62 0.00 Service Dead+Wind 180 deg- 15.23 0.00 1.56 67.24 0.00 0.00 Service Dead+Wind 210 deg- 15.23 -0.78 1.35 58.23 33.62 0.00 Service Dead+Wind 240 deg- 15.23 -1.35 0.78 33.62 58.23 0.00 Service Dead+Wind 270 deg- 15.23 -1.56 0.00 0.00 67.24 0.00 Service Dead+Wind 300 deg- 15.23 -1.35 -0.78 -33.62 58.23 0.00 Service Dead+Wind 330 deg- 15.23 -0.78 -1.35 -58.23 33.62 0.00 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -15.23 0.00 0.00 15.23 0.00 0.000% 2 0.00 -18.28 -7.93 0.00 18.28 7.93 0.003% 3 0.00 -13.71 -7.93 0.00 13.71 7.93 0.005% 4 3.97 -18.28 -6.87 -3.97 18.28 6.87 0.003% 5 3.97 -13.71 -6.87 -3.97 13.71 6.87 0.005% 6 6.87 -18.28 -3.97 -6.87 18.28 3.97 0.003% 7 6.87 -13.71 -3.97 -6.87 13.71 3.97 0.005% 8 7.93 -18.28 0.00 -7.93 18.28 0.00 0.003% 9 7.93 -13.71 0.00 -7.93 13.71 0.00 0.005% 10 6.87 -18.28 3.97 -6.87 18.28 -3.97 0.003% 11 6.87 -13.71 3.97 -6.87 13.71 -3.97 0.005% 12 3.97 -18.28 6.87 -3.97 18.28 -6.87 0.003% 13 3.97 -13.71 6.87 -3.97 13.71 -6.87 0.005% 14 0.00 -18.28 7.93 0.00 18.28 -7.93 0.003% 15 0.00 -13.71 7.93 0.00 13.71 -7.93 0.005% 16 -3.97 -18.28 6.87 3.97 18.28 -6.87 0.003% 17 -3.97 -13.71 6.87 3.97 13.71 -6.87 0.005% 18 -6.87 -18.28 3.97 6.87 18.28 -3.97 0.003% 19 -6.87 -13.71 3.97 6.87 13.71 -3.97 0.005% 20 -7.93 -18.28 0.00 7.93 18.28 0.00 0.003% 21 -7.93 -13.71 0.00 7.93 13.71 0.00 0.005% 22 -6.87 -18.28 -3.97 6.87 18.28 3.97 0.003% 23 -6.87 -13.71 -3.97 6.87 13.71 3.97 0.005% 24 -3.97 -18.28 -6.87 3.97 18.28 6.87 0.003% 25 -3.97 -13.71 -6.87 3.97 13.71 6.87 0.005% 26 0.00 -24.94 0.00 0.00 24.94 0.00 0.000% 27 0.00 -24.94 -2.72 0.00 24.94 2.72 0.001% 28 1.36 -24.94 -2.36 -1.36 24.94 2.36 0.001% 29 2.36 -24.94 -1.36 -2.36 24.94 1.36 0.001% Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 18 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 30 2.72 -24.94 0.00 -2.72 24.94 0.00 0.001% 31 2.36 -24.94 1.36 -2.36 24.94 -1.36 0.001% 32 1.36 -24.94 2.36 -1.36 24.94 -2.36 0.001% 33 0.00 -24.94 2.72 0.00 24.94 -2.72 0.001% 34 -1.36 -24.94 2.36 1.36 24.94 -2.36 0.001% 35 -2.36 -24.94 1.36 2.36 24.94 -1.36 0.001% 36 -2.72 -24.94 0.00 2.72 24.94 0.00 0.001% 37 -2.36 -24.94 -1.36 2.36 24.94 1.36 0.001% 38 -1.36 -24.94 -2.36 1.36 24.94 2.36 0.001% 39 0.00 -15.23 -1.56 0.00 15.23 1.56 0.006% 40 0.78 -15.23 -1.35 -0.78 15.23 1.35 0.006% 41 1.35 -15.23 -0.78 -1.35 15.23 0.78 0.006% 42 1.56 -15.23 0.00 -1.56 15.23 0.00 0.006% 43 1.35 -15.23 0.78 -1.35 15.23 -0.78 0.006% 44 0.78 -15.23 1.35 -0.78 15.23 -1.35 0.006% 45 0.00 -15.23 1.56 0.00 15.23 -1.56 0.006% 46 -0.78 -15.23 1.35 0.78 15.23 -1.35 0.006% 47 -1.35 -15.23 0.78 1.35 15.23 -0.78 0.006% 48 -1.56 -15.23 0.00 1.56 15.23 0.00 0.006% 49 -1.35 -15.23 -0.78 1.35 15.23 0.78 0.006% 50 -0.78 -15.23 -1.35 0.78 15.23 1.35 0.006% Non-Linear Convergence Results Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 19 i Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 14 0.00000001 0.00004893 3 Yes 13 0.00000001 0.00009443 4 Yes 14 0.00000001 0.00007729 5 Yes 13 0.00000001 0.00013515 6 Yes 14 0.00000001 0.00007729 7 Yes 13 0.00000001 0.00013515 8 Yes 14 0.00000001 0.00004893 9 Yes 13 0.00000001 0.00009443 10 Yes 14 0.00000001 0.00007729 11 Yes 13 0.00000001 0.00013515 12 Yes 14 0.00000001 0.00007729 13 Yes 13 0.00000001 0.00013515 14 Yes 14 0.00000001 0.00004893 15 Yes 13 0.00000001 0.00009443 16 Yes 14 0.00000001 0.00007729 17 Yes 13 0.00000001 0.00013515 18 Yes 14 0.00000001 0.00007729 19 Yes 13 0.00000001 0.00013515 20 Yes 14 0.00000001 0.00004893 21 Yes 13 0.00000001 0.00009443 22 Yes 14 0.00000001 0.00007729 23 Yes 13 0.00000001 0.00013515 24 Yes 14 0.00000001 0.00007729 25 Yes 13 0.00000001 0.00013515 26 Yes 6 0.00000001 0.00000001 27 Yes 14 0.00000001 0.00003945 28 Yes 14 0.00000001 0.00004466 29 Yes 14 0.00000001 0.00004466 30 Yes 14 0.00000001 0.00003945 31 Yes 14 0.00000001 0.00004466 32 Yes 14 0.00000001 0.00004466 33 Yes 14 0.00000001 0.00003945 34 Yes 14 0.00000001 0.00004466 35 Yes 14 0.00000001 0.00004466 36 Yes 14 0.00000001 0.00003945 37 Yes 14 0.00000001 0.00004466 38 Yes 14 0.00000001 0.00004466 39 Yes 11 0.00000001 0.00008130 40 Yes 11 0.00000001 0.00007986 41 Yes 11 0.00000001 0.00007986 42 Yes 11 0.00000001 0.00008130 43 Yes 11 0.00000001 0.00007986 44 Yes 11 0.00000001 0.00007986 45 Yes 11 0.00000001 0.00008130 46 Yes 11 0.00000001 0.00007986 47 Yes 11 0.00000001 0.00007986 48 Yes 11 0.00000001 0.00008130 49 Yes 11 0.00000001 0.00007986 50 Yes 11 0.00000001 0.00007986 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0 ° L1 89-69 3.366 39 0.3522 0.0000 L2 69-59 1.932 39 0.3165 0.0000 L3 59-29 1.340 39 0.2398 0.0000 L4 29-0 0.249 42 0.0726 0.0000 Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 20 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 0 0ft 89.0000 Canister Load 1 39 3.366 0.3522 0.0000 45927 87.0000 QS6610-5C 39 3.216 0.3527 0.0000 45927 79.0000 Canister Load2 39 2.623 0.3499 0.0000 22964 75.0000 APXVFWW12X-C-NA20_TIA 39 2.338 0.3420 0.0000 16402 69.0000 Canister Load3 39 1.932 0.3165 0.0000 11857 67.0000 KWSS-65A-R3 39 1.805 0.3035 0.0000 11287 59.0000 Canister Load4 39 1.340 0.2398 0.0000 10354 57.0000 KWSS-65A-R3-V1 39 1.235 0.2241 0.0000 10304 49.0000 Canister Load5 39 0.862 0.1685 0.0000 10417 39.0000 Canister Load6 42 0.499 0.1138 0.0000 10592 29.0000 Canister Load7 42 0.249 0.0726 0.0000 11075 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0 ° L1 89-69 17.234 2 1.8040 0.0000 L2 69-59 9.891 2 1.6214 0.0000 L3 59-29 6.855 2 1.2279 0.0000 L4 29-0 1.273 2 0.3714 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 0 0ft 89.0000 Canister Load 1 2 17.234 1.8040 0.0000 8977 87.0000 QS6610-5C 2 16.464 1.8068 0.0000 8977 79.0000 Canister Load2 2 13.429 1.7924 0.0000 4488 75.0000 APXVFWW12X-C-NA20_TIA 2 11.967 1.7521 0.0000 3206 69.0000 Canister Load3 2 9.891 1.6214 0.0000 2317 67.0000 KWSS-65A-R3 2 9.239 1.5548 0.0000 2205 59.0000 Canister Load4 2 6.855 1.2279 0.0000 2021 57.0000 KVVSS-65A-R3-V1 2 6.318 1.1473 0.0000 2011 49.0000 Canister Load5 2 4.407 0.8625 0.0000 2033 39.0000 Canister Load6 2 2.550 0.5820 0.0000 2068 29.0000 Canister Load7 2 1.273 0.3714 0.0000 2163 Compression Checks Pole Design Data Section Elevation Size L Lu Kl/r A PU OP„ Ratio No. Pt, ft ft ft in2 K K OP„ L1 89-69(1) TP10.75x10.750.5 20.000 0.0000 0.0 16.100 -2.38 724.53 0.003 0 7 L2 69-59(2) TP10.75x10.750.5 10.000 0.0000 0.0 16.100 -4.42 724.53 0.006 0 7 Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 21 Section Elevation Size L Lu KI/r A PU OP„ Ratio No. PU ft ft ft in2 K K OPn L3 59-29(3) TP14x14x1.094 30.000 0.0000 0.0 44.356 -12.54 1996.05 0.006 0 7 L4 29-0(4) TP38x38x0.25 29.000 0.0000 0.0 29.954 -18.27 1752.35 0.010 0 6 Pole Bending Design Data Section Elevation Size MUX OMnx Ratio MUy OMny Ratio No. MUX MUy ft kip-ft kip-ft OW kip-ft kip-ft Mn L 1 89-69(1) TP 10.75x 10.75x0.5 18.13 197.15 0.092 0.00 197.15 0.000 L2 69-59(2) TP10.75x10.75x0.5 40.48 197.15 0.205 0.00 197.15 0.000 L3 59-29(3) TP14x14x1.094 156.39 684.97 0.228 0.00 684.97 0.000 L4 29-0(4) TP38x38x0.25 343.55 1487.06 0.231 0.00 1487.06 0.000 Pole Shear Design Data Section Elevation Size Actual Vn Ratio Actual OTn Ratio No. Vu VU TU TU ft K K 0 Vn kip-ft kip-ft Tn L1 89-69(1) TP10.75x10.75x0.5 1.37 217.36 0.006 0.00 195.88 0.000 L2 69-59(2) TP10.75x10.75x0.5 2.23 217.36 0.010 0.00 195.88 0.000 L3 59-29(3) TP14x14x1.094 4.59 598.82 0.008 0.00 679.46 0.000 L4 29-0(4) TP38x38x0.25 7.94 525.70 0.015 0.00 1737.95 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. PU MUX MUy VU TU Stress Stress ft OPn OW y 0Vn 0Tn Ratio Ratio L 1 89-69(1) 0.003 0.092 0.000 0.006 0.000 0.095 1.050 L2 69-59(2) 0.006 0.205 0.000 0.010 0.000 0.212 1.050 L3 59-29(3) 0.006 0.228 0.000 0.008 0.000 0.235 1.050 L4 29-0(4) 0.010 0.231 0.000 0.015 0.000 0.242 1.050 Section Capacity Table Section Elevation Component Size Critical P OPa„ow % Pass No. ft Type Element K K Capacity Fail L1 89-69 Pole TP10.75x10.75x0.5 1 -2.38 760.76 9.1 Pass L2 69-59 Pole TP10.75x10.75x0.5 2 -4.42 760.76 20.1 Pass L3 59-29 Pole TP14x14x1.094 3 -12.54 2095.85 22.3 Pass L4 29-0 Pole TP38x38x0.25 4 -18.27 1839.97 23.0 Pass Summary Pole(1-4) 23.0 Pass RATING= 23.0 Pass Founded in 1965 www.PauljFord.com 100%Employee Owned A23825-0016.001.7805 Wireless Edge 7/11/2025 89ft Monopole East Orient Point Page 22 APPENDIX B ADDITIONAL CALCULATIONS Founded in 1965 www.PauljFord.com 100%Employee Owned Job Number: A23825-0016.001.7805 PA U L J. FORD Engineer: JMN PJF & COMPANY Date: 7/11/2025 Site Name:East Orient Point 250 E Broad St,Ste 600• Columbus,OH 43215 Site Number:WEC-NY-1432 Phone 614.221.6679 www.pauljford.com Client Project: Client Project 1: ©Copyright 2025 by Paul J.Ford&Company,all rights reserved. STEALTH FLANGE CONCEALMENT CALCULATIONS • IMIJIM(V0.,.W1..v2.8-Effective•. i General I]Apply Capcity Normalization Per Section 15.5 Flange Elevation: 59.00 ft Calculation Type: Analysis Layout Connection Type: To Elevated Flange y Code Revision: TIA-222-H Bolt Threads Excluded From Shear Plane: No Consider Seismic Loads: No Flange Connection Reactions Moment: 40.48 kip-ft O O Shear: 2.23 kip Axial: 4.42 kip Member Componet Definitions x Spine Information ®Use Design Thickness Member Spine Type: Custom Specification:: overrides 0 0 Grade(Fy): 42 ksi 42.00 Ultimate Strength(FJ: 53 ksi 53.00 Outside Diameter: 10.750 in 10.75 Thickness: 0.375 in 0.38 O Click To Update Weld To Flange Weld Type: Lap (Circumferential) ❑Ring Plate Present Weld Capacity Evaluation Methodology: Controlling (Blodgett) =1" Electrode: E70 Upper Weld Size: 3/8 in Lower Weld Size: 3/8 in Stiffener Information Member Quantity Per Spoke: 0 Width: in Height: In Thickness: � In Flange Connection Capacity Results 31.4% Pass U p pe r Toe H e ig ht:\\\\\\\\\\\\\\\\\,.. i n Lower Tow Height: In Spine Wall Tearout/Punching Shear N/A Notch: In Applied Load: Grade(Fy): ksi Capacity: Ultimate Strength(FJ: ksi Weld Concealment Flange Bending-Shear 27.6%Pass Electrode: Applied Load:65.12 kip-in Bending: Horizontal Fillet Weld Size: In (to flange) Capacity:225.00 kip-in Vertical Fillet Weld Size: In (to spine) Shear: Applied Load:17.96 kip Capacity:270.00 kip Bolt Information Bolt Tension-Shear Checks 31.4%Pass Bolt Specification: A325 Tension: Applied Load:17.96 kip Diameter: 1 In Capacity:54.54 kip Bolt Circle: 18.000 In Shear: Applied Load:0.37 kip Quantity per Spoke: 1 (centered on spoke) Capacity:35.33 kip Concealment Flange Plate Information Concealment Flange Welds 31.3%Pass Stiffener To Flange(Horizontal): Applied Load:- Outside Diameter: 21.000 in Capacity: Plate Thickness: 2.000 in Applied Load: Spoke Quantity: 6 Stiffener To Spine(Vertical): Capacity: Spoke Width: 5.000 In Applied Stress:5.48 kip/in Grade(Fy): 50 ksi Flange To Spine: Capacity:16.71 kip/in Bolt Tension-Shear Checks Controls Notes: 1.Results have been normalized by dividing by 1.05. 2.Spine tear-out check not applicable when stiffeners are not present. 3.The upper and lower toe heights are unknown and so conservatively assumed to be 0". 4.Base connection is to another elevated flange,which is checked in a separate sheet. 5.Tension controls bolt capacity. tnxSOurce:G:\TOWER\238_WirelessEdge\2025\23825-0016_East Orient Point_NY1432\7805-0016.001.7805_SA\tnx\23825-0016Conceal ment.eri.MPAUXDATA.xlsx 23825-0016_59-ft Top Stealth Flange Analysis v2.8-7/11/2025 Job Number: A23825-0016.001.7805 PA U L J. FORD Engineer: JMN PJF & COMPANY Date: 7/11/2025 Site Name:East Orient Point 250 E Broad St,Ste 600• Columbus,OH 43215 Site Number:WEC-NY-1432 Phone 614.221.6679 www.pauljford.com Client Project: Client Project 1: ©Copyright 2025 by Paul J.Ford&Company,all rights reserved. STEALTH FLANGE CONCEALMENT CALCULATIONS • IMIJIM(V0.,.W1..v2.8-Effective•. i General I]Apply Capcity Normalization Per Section 15.5 Flange Elevation: 59.00 ft Calculation Type: Analysis Layout Connection Type: To Elevated Flange y Code Revision: TIA-222-H Bolt Threads Excluded From Shear Plane: No Consider Seismic Loads: No Flange Connection Reactions Moment: 40.48 kip-ft O O Shear: 2.23 kip Axial: 4.42 kip Member Componet Definitions x Spine Information ®Use Design Thickness Member Spine Type: Custom Specification:: overrides 0 0 Grade(Fy): 50 ksi 50.00 Ultimate Strength(FJ: 65 ksi 65.00 Outside Diameter: 14.000 in 14.00 Thickness: 1.094 in 1.09 O Click To Update Weld To Flange Weld Type: Lap (Circumferential) ❑Ring Plate Present Weld Capacity Evaluation Methodology: Controlling (Blodgett) =1" Electrode: E70 Upper Weld Size: 1/3 in Lower Weld Size: 1/3 in Stiffener Information Member Quantity Per Spoke: 0 Width: in Height: In Thickness: � In Flange Connection Capacity Results 31.4% Pass U p pe r Toe H e ig ht:\\\\\\\\\\\\\\\\\,.. i n Lower Tow Height: In Spine Wall Tearout/Punching Shear N/A Notch: In Applied Load: Grade(Fy): ksi Capacity: Ultimate Strength(FJ: ksi Weld Concealment Flange Bending-Shear 27.0%Pass Electrode: Applied Load:35.93 kip-in Bending: Horizontal Fillet Weld Size: In (to flange) Capacity:126.56 kip-in Vertical Fillet Weld Size: In (to spine) Shear: Applied Load:17.96 kip Capacity:202.50 kip Bolt Information Bolt Tension-Shear Checks 31.4%Pass Bolt Specification: A325 Tension: Applied Load:17.96 kip Diameter: 1 In Capacity:54.54 kip Bolt Circle: 18.000 In Shear: Applied Load:0.37 kip Quantity per Spoke: 1 (centered on spoke) Capacity:35.33 kip Concealment Flange Plate Information Concealment Flange Welds 22.3%Pass Stiffener To Flange(Horizontal): Applied Load:- Outside Diameter: 21.000 in Capacity: Plate Thickness: 1.500 in Applied Load: Spoke Quantity: 6 Stiffener To Spine(Vertical): Capacity: Spoke Width: 5.000 In Applied Stress:3.26 kip/in Grade(Fy): 50 ksi Flange To Spine: Capacity:13.92 kip/in Bolt Tension-Shear Checks Controls Notes: 1.Results have been normalized by dividing by 1.05. 2.Spine tear-out check not applicable when stiffeners are not present. 3.The upper and lower toe heights are unknown and so conservatively assumed to be 0". 4.Base connection is to another elevated flange,which is checked in a separate sheet. 5.Tension controls bolt capacity. tnxSOurce:G:\TOWER\238_WirelessEdge\2025\23825-0016_East Orient Point_NY1432\7805-0016.001.7805_SA\tnx\23825-0016Conceal ment.eri.MPAUXDATA.xlsx 23825-0016_59-ft Bottom Stealth Flange Analysis v2.8-7/11/2025 Job Number: A23825-0016.001.7805 PA U L J. FORD Engineer: JMN PJF & COMPANY Date: 7/11/2025 Site Name:East Orient Point 250 E Broad St,Ste 600• Columbus,OH 43215 Site Number:WEC-NY-1432 Phone 614.221.6679 www.pauljford.com Client Project: Client Project 1: ©Copyright 2025 by Paul J.Ford&Company,all rights reserved. L= STEALTH FLANGE CONCEALMENT CALCULATIONS (29'El.) (Version v2.8-Effective Date 0. i General ❑r Apply Capcity Normalization Per Section 15.5 Flange Elevation: 29.00 ft Calculation Type: Analysis Layout Connection Type: To Monopole Y Code Revision: TIA-222-H Bolt Threads Excluded From Shear Plane: No Consider Seismic Loads: No Flange Connection Reactions Moment: 156.39 kip-ft Shear: 4.59 kip 0 0 Axial: 12.54 kip Member Componet Definitions x Spine Information ®Use Design Thickness Member Spine Type: Custom 0 0 Specification:: 7Overrides Grade(Fy): 50 ksi 50.00 Ultimate Strength(FJ: 65 ksi 65.00 Outside Diameter: 14.000 in 14.00 0 Thickness: 1.094 in 1.09 Click To Update Weld To Flange Weld Type: Lap (Circumferential) ❑� Ring Plate Present Weld Capacity Evaluation Methodology: Controlling (Blodgett) =1" Electrode: E70 Upper Weld Size: 1/2 in Lower Weld Size: 1/2 in Stiffener Information Member Quantity Per Spoke: 0 Width::.. in Height: in Thickness: in Flange Connection Capacity Results 53.3% Pass Upper Toe Height: In Lower Tow Height: In Spine Wall Tearout I Punching Shear N/A Notch: In Applied Load: .. Grade(Fy): ksi Capacity: Ultimate Stren gth/F) „', ksi (u :-_ Weld Concealment Flange Bending-Shear 43.2%Pass Electrode: Applied Load:312.47 kip-in Bending: ������������������..: Capacity:689.06 kip-in Horizontal Fillet Weld Size: in (to flange) Vertical Fillet Weld Size: In (to spine) Shear: Applied Load:44.64 kip Capacity:472.50 kip Bolt Information Bolt Tension-Shear Checks 48.7%Pass Bolt Specification: A325 Tension: Applied Load:44.64 kip Diameter: 1 1/4 In Capacity:87.21 kip Bolt Circle: 28.000 In Applied Load:0.77 kip Quantity per Spoke: 1 (centered on spoke) Shear: Capacity:55.35 kip Concealment Flange Plate Information Concealment Flange Welds 53.3%Pass Stiffener To Flange(Horizontal): Applied Load:- Outside Diameter: 38.000 in Capacity:- Plate Thickness: 3.500 in Applied Load: Spoke Quantity: 6 Stiffener To Spine(Vertical): Capacity: Spoke Width: 5.000 In Applied Stress:12.48 kip/in Grade(Fy): 50 ksi Flange To Spine: Capacity:22.27 kip/in Base Pole/Flange Information Base Pole Connection 32.6%Pass Pole Base Flange Diameter: 38.00 In Bending: Applied Load:221.96 kip-in Thickness: 0.25 in Capacity:689.06 kip-in Flange Overrides Shear: Applied Load:46.73 kip Capacity:525.00 kip *Thickness: 3.50 in Base Flange To Pole Weld: *Spoke Width: 5.00 In Applied Load:46.73 kip *Grade(Fy): 50 ksi Capacity:136.67 kip "Defaults To Concealment Flange Values Concealment Flange Welds Controls Weld Notes: Y g Y 1.05.1.Results have been normalized b dividing b Type: Fillet Electrode: E70 2.Spine tear-out check not applicable when stiffeners are not present. 3.The upper and lower toe heights are unknown and so conservatively assumed to be 0". Weld Size: 5/16 in 4.Tension controls bolt capacity. *Weld Length: 19.63 in "Tributary length of pole ID based on number of spokes tnxSOurce:G:\TOWER\238 Wireless Edge\2025\23825-0016_East Orient Point_NY1432\7805-0016.001.7805 SA\tnx\23825-0016 Concealment.eri.MPAUXDATA.xlsx 23825-0016_29-ft Stealth Flange Analysis v2.8-7/11/2025 Monopole Base Plate Connection O 0 O 7TI A-222 Revision H Grout Considered: No lar(in) 1.75 7A Moment(kip-ft) 343.55 Moment Force(kips) 18.27 Shear Force(kips) 7.94 *TIA-222-H Section 15.5 Applied 0 0 O Connection Properties Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (8)1-3/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44.21"BC Pu—t=44.31 (�Pn_t=142.5 Stress Rating Vu=0.99 (�Vn=90.2 29.6% Base Plate Data Mu=n/a (Mn=n/a Pass 48.5904"OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 6.72 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 14.2% Pass Pole Data 38"x 0.25"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Analysis Date:7/11/2025 PJFPA U L J. FORD Job Number: 23825-0016.001.7805 Page: 1 & COMPANY Site Number: WEC-NY-1432 By: JMN Site Name: East Orient Point Date: 7/11/2025 250 E Broad St,Ste 600• Columbus,OH 43215 Phone 614.221.6679 www.pauljford.com Factored Base Reactions from tnxTower Safety Factors/Load Factors/0 Factors Comp.(+) Tension(-) Tower Type= Monopole DP Moment,Mu= 343.6 k-ft Tower Face Width= ft Shear,Vu= 7.9 kips ACI Code= ACI 318-14 Axial Load,Put= 18.3 kips(from 1.21)+1.6W)* Seismic Design Category= D Axial Load,Pu2= 13.7 0.0 kips(from 0.91)+1.6W)** Risk Category= II OTMu= 347.51 0.0 k-ft @ Ground Reference Standard= TIA-222-H *Pu1 will be used for Soil Analysis. Utilize Shear-Friction Methodology? Yes **Pu2 will be used for Steel Analysis. Use 1.3 Load Factor? No Load Factor= 1.00 Drilled Pier Parameters Safety Factor (D Factor Diameter= 5.5 ft Soil Lateral Resistance= 2.00 0.75 Height Above Grade= 0.5 ft Skin Friction= 2.00 0.75 Depth Below Grade= 20.5 ft End Bearing= 2.00 0.75 fc,= 3 ksi Concrete Wt.Resist Uplift= 1.25 EC= 0.003 in/in L/D Ratio= 3.82 Load Combinations Checked per TIA-222-H 1.(0.75)Ult.Skin Friction+(0.75)Ult.End Bearing Mat Ftdn.Cap Width= ft +(0.75)Effective Soil Wt.-(1.2)Buoyant Conc.Wt.>_Comp. Mat Ftdn.Cap Length= ft 2.(0.75)Ult.Skin Friction+(0.9)Buoyant Conc.Wt.>_Uplift Depth Below Grade= ft Steel Parameters Direct Embed Pole Shaft Parameters Rebar Ties Dia @ Grade= in Number of Bars= 18 Dia @ Depth Below Grade= in Size= 9 4 Number of Sides= Fy= 60 60 ksi Thickness= in MOE= 29000 29000 ksi Fy= ksi Side Clear Cover to Ties= 6 in Backfill Condition= Top/Bot Clear Cover to Ties= 3 in Tie Upper Spacing= 12 in Maximum Capacity Ratios Tie Lower Spacing= 12 in Upper Tie Spacing Depth= 0 ft Below TOC Maximum Soil Ratio= 100.0% Maximum Steel Ratio= 100.0% Apply 1.05 Normalization= Yes Soil Parameters Water Table Depth= 8.00 ft Consider Expansive Soils? No Depth to Ignore Soil= 3.00 ft Depth to Full Cohesion= 16.5 ft Full Cohesion Starts at? 3 x Diameter Above Full Cohesion Lateral Resistance=4(Cohesion)(Dia)(H) Below Full Cohesion Lateral Resistance=8(Cohesion)(Dia)(H) Define Soil Layers Note:Cohesion=Undrained Shear Strengh=Unconfined Compressive Strength/2 Friction Ultimate Comp.Ult. Tension Ult. Thickness Unit Weight Cohesion Angle End Bearing Skin Friction Skin Friction Depth Layer ft pcf psf degrees Soil Type psf psf psf ft 1 6 105 0 28 Sand 6 2 2 125 0 32 Sand 8 3 24 125 0 32 Sand 4000 32 4 5 6 7 8 9 10 11 12 Soil Results:Overturning Soil Results:Uplift&Compression Depth to COR= 14.63 ft,from Grade Uplift,Tu= 0.00 kips Shear,Vu= 7.94 kips Uplift Capacity,(I)Tn= 50.68 kips Resisting Shear,(I)Vn= 49.91 kips UPLIFT RATIO- 0.0% OK Bending Moment,Mu= 463.66 k-ft,from COR Resisting Moment,(I)Mn= 2914.65 k-ft,from COR Compression,Cu= 18.27 kips MOMENT/SHEAR RATIO- 15.2% OK Comp.Capacity,(I)Cn= 33.33 kips COMPRESSION RATIO= 52.2% OK Steel Results(A Cl 318-14):Shear Steel Results(A Cl 318-14):MomentlAxial Shear,Vu= 55.64 kips Axial Load,Pu= 33.75 kips @ 5.75 ft Below Grade Shear,OVn= 1134.00 kips Moment,Mu= 384.70 k-ft @ 5.75 ft Below Grade SHEAR RATIO` 4.7% OK Moment,OMn= 2188.64 k-ft MOMENT RATIO= 16.7% OK v4.6-Effective:07/27/22 (c)Copyright 2022 by Paul J.Ford and Company,all rights reserved. ASCI ASCE Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 41.1525 No Address at This Location Risk Category: 11 Longitude: -72.2444 Soil Class: D - Default (see Elevation: 8.09835036741492 ft(NAVD Section 11.4.3) 88) •+wry,. 5ka� Oriar~' �bl 15ay rbrC•i k Park Pa, r +. SC2L lot O re nt q Point �_N IT. County Park y:L r' Orient Point . _ r �isant � Bich _�ii►_id rk Ei�LI'Anuii 4 Jr r k°6 '4-a-nrort �IdlnblP Ga rding rs,Bay Wand St:Ite r Khrd alill•_r Vdarri h, r I:L-i rrl Hiih W.1rtly.%v 1 aprnYl t. Shaba M I tartar �•+J Fi]I tc i Long�61 M .S.+yr'S°•�. Na psel u a.. 50k,Rork 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: Tue Feb 06 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://ascehazardtool.org/ Page 1 of 3 Tue Feb 06 2024 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D- Default(see Section 11.4.3) Results: SS : 0.182 Sol 0.081 S, : 0.051 TL 6 F a : 1.6 PGA : 0.099 F„ : 2.4 PGA M : 0.159 SMS 0.29 F PGA 1.6 SM1 0.122 le : 1 SIDS 0.194 C„ : 0.7 Seismic Design Kk46W.Pignse Spectrum 20 Design Response Spectrum 0.25 = 16 0.20 0.14 0.12 0.15 0.10 0_08 0.10 0.06 0.05 0.04 0.02 0 1 4 7 0 1 Sa(g)vs T(s) Sa(9)vs T(s) US MCER Vertical Response Spectrum Design Vertical Response Spectrum 0.16 0.14 0.00 0.12 � 0.07 0.10 0 0.as 0.06 41 ' �, 0 04 0.04 0.02 0.02 0 0.5 1 1.5 2.0 0 T5 1 1_5 2.0 Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Tue Feb 06 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://ascehazardtool.org/ Page 2 of 3 Tue Feb 06 2024 ASCE AMERICAN SOCIETY 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: Tue Feb 06 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://ascehazardtool.org Page 3 of 3 Tue Feb 06 2024 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex �` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY a� Telephone: 631 765-1938 www.southoldt ow-r y.gov COWN PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 5, 2025 Ms. Alexis Engelhardt Sr. Specialist, Wireless Airosmith Development 318 West Avenue Saratoga Springs, NY 12866 Re: Notice of Incompleteness of Application Proposed AT&T Upgrades at orient MG H Located at 40200 Main Road, orient SCTM#1000-15.-9-8.1 Zoning District: Mll Dear Ms. Engelhardt, I am writing as a follow-up to the above-referenced application. Several items are missing from your submission materials. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Check to cover the consulting fee of $4,000, as required by Town Code §280- 74A(4)(a); 2. FCC Letter; 3. Structural Analysis. Please note that our technical consultant, Cityscape Consultants, Inc., may contact you directly regarding this application. If you have any questions regarding the application or the review process, please do not hesitate to call this office. Kindly submit the required materials directly to the Planning Department. Respectfully, Heather Lanza, AICP Planning Director CC' Cityscape Consultants Inc. AIR,00,,vS,M1�1TH It do DEVELOPMENT �Ak'dC11 mC 6qjht the fIll"St,tIlIT10 10/20/2025 V6, i4 L-- o3 ci, C Town of Southold -E-7 D)' Attn:Building Department ......... 54375 Main Road OCT 2 120,25 P.O.Box 1179 I H., L L"�T O,Vy 14 Southold,NY 11971-0959 Re: New Cingular Wireless PCS, LLC ("AT&T building permit application ("Application") for equipment upgrades at the existing wireless telecommunications facility("Facility") located at 40200 Main Road("Town of Southold").AT&T FA# 10107374; 2191AIHG4Y;East Orient Point To whom it may concern, AT&T is seeking to perform equipment upgrades to the above-referenced existing telecommunications Facility. We are submitting this application as an eligible facilities request under Section 6409, referenced below. Please find enclosed the following documents in support of our application to obtain the building permit: 1. Building Permit Application 2. Excerpt from the FCC Order regarding 6409 �� °`���� �,� 3. Letter of Authorization ocl i 2 ��m 4. Signed and Stamped Construction Drawings 5. Mount Analysis 6. Certificates of Insurance from General Contractor 1,T, 7. Electrical Permit Application 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. 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 S 32 Clinton Street,Saratoga Springs, NY 12866 if�,t CeII, Office 518-306-1733—Fax 518-306-1711 "W�, 4V mman 101166,Imih 046, www.airosmithdevelopment.com W ,A, A, ,(qDIS�MITH DEVELOPMENT r��d V H1,rk, PI, D6 lVI C;�01➢0' does not substantially change the physical dimensions of such tower or base station." (Emphasis added.) 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." (Emphasis added.) 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 Mate 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 6409]. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation 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) (Emphasis added). 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. T T"s A ication is Kati hfizibie und,er Section 6409 AT&T's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves"a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." 32.Clinton Street,Saratoga Springs, IVY 12866 ����°� W 0 S B Office 518-306-1733--Fax 518-306-1711 ,mow www.airosmithdevelopment.com I ,S,MITH 1 0 DEVELOPMENT �(011 lk�,ihst AT&T's current facility consists of: ...................................................I.I.I.I.I.......................................................................................................................-.........---,.......... ............. ................... Pwlfro Wel ------------- ............... ........... .............. .......... ... fir ....... ............ VA P-v 40 0-1 C, L V 11 0-,f-44 4 Mgl,4 400"A N,k 1,MAI 11(jawo (It .......................................I............................................................I................ 4,4!UA-11""Im0ft k V, o0p, IIA, /'A # *M- Alk"",-411,F11 �Ipj IMR, V�t �(, J, 4 r,A,PIL rn.Wb"Al+ I,ajjw,-'o,m ow *0 M�Vffl 04 P, W011111 A Irl,411111 —P My", I1)W .......... ................................................................................................I.................... ............)........... ....................................... ..... ]w'if, ff, /w/, I Wr LIE I tx CC Aj t ME L vwfrol-0 1I11AV)1'1,+P Ift,*.....J1, .........r ......... ........................... As shown on the plans prepared by Fullerton Design dated October 6'4, 2025 AT&T's proposed installation consist principally of the following elements: ........... ---—---- ............................................... ___I ..... V ly, M,V16A AWrI.IIIA UAf1U.X-!L J�A%Iljyl k,V 4 11 4 t 1111� *Arf Uwu ............................ ........ ..................... fl�4414 W4,'02 NYrZk a 4,1Il, ................................................. ...............................I.............. I................................ ......... ............—4..................I.I.I 'Jj l",,��� 'I'(.I,��I)f_ v 4V C, IM Pir 1,5k��W,V� 'jj''�1-v,�1, 111 VIM 4..... "If ev�Ii 1�4*4�-0"Afro i Now, "411A'C." 01,0�v Mkt Ovsk k ............................. ....... I6 4�v 11,"/VAXA .......................................... �rrrrr rP, .. ............. .......... (ri r I 1 11 lo"Ap W,I"voI 4) C Up E "A,CMfm-� 'A N I If% QV ON�, A 6 'r, orfi"11 ff"'41"fav, It III III I!:w , A 'Ay Ir.ALIJ 1 1, �4 wvu 11'r 0.4;09)� jjr� It Ir U 111" ........... .......... ........... --------------------- -- --- -- Accordingly,AT&T's installation involves the replacement of transmission equipment 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. T i'm el'in,e for Review and Appjwoval 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). emote,the sixty (+60)-d y period is also known as the"Shot Clock"). Thus,the city must approve this application within sixty(60) days of its receipt. 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) (Emphasis added). 32 Clinton Street,Saratoga Springs, NY 12866 � � � � 0 S,Bf Office 518-306-1733—Fax 518-306-1711 www.airosmithdevelopment.com 0/ I �V rl� rmwalf f �.�Ilffii�, �6 G�oi, S M I T H r DEVELOPMENT .r(Ia"o f0 CiapLt2 P:�V ��0?„4;'600'fii:" Note that the FCC Order does alloy 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)(1). 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 in on-nation 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. Sincerely, Alexis Engelhardt Sr. Specialist, Wireless Office: 518-306-.171 1 x 1038 Mobile.- 973-928-9018 w Coln 318 West Avenue, Saratoga Springs, NY 12866 M mr �mm;ems 32 Clinton Street,Saratoga Springs, IVY 12866 `S Office 518-306-1733 Fax 51.8-306-1711 ► ww.airo mithdevelopment.com gg F u I I,e r i, II 1/1,1111111111''M J August 26, 2025 Scope: MOUNT OPINION LETTER EXISTING STEALTH CANISTER MOUNT Prepared for: Ericsson Carrier: AT&T Site Number: SINY009226 FA#: 10107374 Site Name: EAST ORIENT POINT Site Address: 40200 Main Road Orient Point, NY 11957 Latitude/Longitude: 41.15266660/-72.2442222° To whom It May Concern, This structural opinion letter summarizes our evaluation of the structural capacity of the existing stealth canister mounts to support proposed antennas and equipment at the above-referenced project. The purpose of the evaluation is to determine the conformance of the structure under the 2020 Building Code of New York, 2018 International Building Code, and the industry standard TIA-222-H Standard (Structural Standard for Antenna Supporting Structures,Antennas and Small Wind Turbine Support Structures). Based upon a review of the Construction Drawings by Fullerton Engineering Consultants, LLC.dated 08/25/2025, proposed loading presented in DE130 Scoping document provided by AT&T with REDS ID:83776,Tower Mapping Report by TEP dated 05/30/2025,comparison of the existing and the new loading and engineering judgment,the existing stealth canister mounts are adequate to support the proposed loading by client. This opinion letter assumes that all the existing structural members of the existing stealth canister mounts are in good condition and have not been altered from the manufacturer's original design. Prior to installation of new equipment, contractor shall inspect the condition of all relevant members and connectors.The contractor shall be responsible for the means and methods of construction. Respectfully, at lee ,n � W • L I COE Project Number:2024.0098.0040 II . TOWN OF SCIUTHOL D BUILDING DEPARTMENT Town:Hall Annex 54375 Main Road P. 0. Boy 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-95021 Date Received APPLICATION FOR BUILDING PE11MIT d @ For Office Use Only PERMIT NO. BuildingInspector � C 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:10/14/2025 OWNER(S)OF PROPERTY: Name:Marc Rowan - + c SCTM#�.00a- . L Project Address:40200 Main Road, Orient Point NY 11957 Phone#: Email: Mailing Address:65 East 55th St. 31 st Floor, New York, NY 10022 CONTACT PERSON: Name:AleXis Engelhardt MailingAddress:818 !hest Avenue, Saratoga Springs NY 12866 Phone#:973-928-9018 Emrail:aengelhardt@airosmithdevelopment.com DESIGN PROFESSIONAL INFORMATION: Name:Fu Ile rton Mailing Address:1100 Woodfield Road, Suite 500, Schaumburg IL 60173 Phone#:847-908- 4+ Email:h llawird i fullorton-us.com CONTRACTOR INFORMATION: own ww �m .. W� w �. wwwwwwwww � Name-.Ohme a Electric LLC Mailing Address: 33 Margin Drive, Shirley, NY 11967 Phone#:9 1 78780821 Email: fi li idi od ia.com 7DESCRIPTION OF PROPOSED CONSTRUCTION F 1New structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Modification to existing wireless telecommunications facility for AT&T $$301000.00 Will the lot be re-graded? ClYes �RNo Will excess fill be removed from premises? ClYes No PROPERTY INFORMATION Existing use of property: Intended use of property: --------- ..... Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to Marine II this property? F_1Yes ENo IF YES, PROVIDE A COPY. 3 C1111lieck Box,AfteIIII�111"Readil"11191i'l,", The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCA*nC1N 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,Ordinattoes,or Regulatiom for the construction of buildings,, additions,alterations or for removal or demolition as herein described.The appUcant agrees to comply with all applicable laws,,ordinances,building code, housing code and regulations and to admit authortred Inspectors on premises and In buliding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. _j *�,OAuthorized Agent [3Owner Application Submitted By(pt'in,t narne); Date: Signature of Applicant: C 10 -20 STATE OF NEW YORK) SS: COUNTY OF e' A� being duly sworn,deposes and says that(s)he is the applicant e qe (Name of individual signing contract) above named, (S)he is the CA "'.J (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 -day of 0202! Notary Public JOANNE E VENTURO Notary Public 1�)EII,RTY OWNER Au'll""IlrillillillilifORIZIATIO,N ....... ...... State of New Jersey (Where the applicant is not the owner) My commission expires October 29,2029 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 Ali %mN�Yi1f;Q " LETTER F AUTHORIZATION :D ate: July 10, 2018 E New`Cingular W keiess PC;S,LLC ("AT&T Mobility") Letter oaf A e�nc A it f i �w ev.bpment To'UST om It May Concern: On behalf of AT&T Mobility, this Letter of Agency provides written approval that Airosmith Development, its agents, employees and contractors are authoried to work on behalf of AT&T. Such work may include but is not limited to, negotiating leases with potential site owners and applying for all necessary hermits or any other approvals, including, but not limited to the f&g of building permit applications which are necessary for the erection of a wireless telecommunications facility. Thank you, Signed A94";&71_k� Robert Minnick. Construction & Engineering AT&T Mobility UN ' cc Jon Terry--Airosmith Development �;.✓ U% ,1�1 tr...F,. �r,err Yf�, y,, R, i,2;, re ',; . fit, `f a roe i Ilot fli m ��n II�i G�n� �p it�91 a� ��rJ� �"d�1�11 residing �r� � ...�r.� n �....� Print property owner's nerve) (MailingAddress) uF v+;a York, Y2 2 ���'�,� T T M 'hi1�t Their..o... b Southold Building Department. The permit is for: ®to replace( )antennas on the existing concealment pole with(6)new;antennas of similar size ,and shape on existing mounts. *to replace(6)diplexers with(6)new diplexers below the antennas on the existing mounts within the existing concealment pole. to swap,all RRHs on the grou the existing lease area, /12/202S r as,, IIff, ila i . BUILDING DEPARTMENT- w Rr 'N Y„ x Electrical y WTOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road, - PO Box 117 ` Malt rr Southold, New York 11971-0959 hone 531 755•-1802 - FAX (631) 7 65�- 5 2 { y u. 011 APPLICATION FOR, E NIPPON" information Re uired�LECT�t1CIAN INFORIVIATION (All Required) Date: 10/14/2025 Company Name: Ohrnega Electric LLC p Y Electrician's Name: Edgardo Descalzo License No.: E-4787 Elec. email: ed.descalza@ohmegaelectric.net Elec. Phone No. 631 729 6024211 request email copy of certificate of compliance Elec. Address.: 33 Margin Drive, ,Shirley, NY 11957 JOB SITE INFORMATION (All Information Required) . Name: fast Orient Point FA# 10107374 Address: 40200 Main Road, Orient Point, NY 11957 Cross Street: ,Mate Parkway Phone No.: 973-928-9018 Bldg.Permit#: email:aengelhardt@airosmithdevelopment.com Tax Ma District: 1000 Section:15 Block: 9 Lot:8.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print C learly): installation of a new Vertiv Battery Cabinet , a new RAY38 Cabinet , (8) New Batteries Square Footage: WIN OPINION IN 111'� Circle All That Apply: Is job read for ins ection?: YBB " NO Dough InEll final y � Do you need a Temp Certificate? YES NO Issued On Temp Information: (All information required) Service Size E,, ll Ph[:],3 Ph Size: A► ##Meters Old Meter# . Reconnect Service ReconnectOunderground verhlew Service]lire leconnect0l=Mood e �,� L11,Y IN Underground Laterals 1 H 1=rame bole Work done on Service? Ell Additional l nformation m Y E WITH