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HomeMy WebLinkAbout52515-Z W#- 5A5116- { IWM Job Number Oracle PTN 5,�5 SITE ID: SINY009226 ~� ,i at&t WSNYJ0073674 2191A1HG4Y — ` WSNYJ0073251 2191A1HAZZF �"`- SITE NAME: EAST ORIENT POINT WSNYJ0073829 2191A1HKW7 I. n _ WSNYJ0075702 219 7670 SOUTH CHESTER ST. 1A1HFBZ ENGLEWOOD, CO 80112 USID: 48780 �Df WSNYJ0073486 2191A1HM5W at & t OCT 7 202C� WSNYJ0073201 2191AlHBXE SITE ADDRESS: 40200 MAIN ROAD 1 t- - ORIENT POINT NY 1195i D T0:VN! WSNYJ0072965 2191A1HMKK ` OARO WSNY10075923 2191A1HDSG ER�CS�SON FA#: 10107374 2024 ERICSSON MODERNIZATION r7 PROJECT INFORMATION VICINITY MAP PROJECT DESCRIPTION r RUCT n • _ PROJECT SCOPE HEREIN BASED ON COMPLETED DE130 SCOPING CHECKLIST De51�N DDVBLOP CONST: �l SITE NAME: EAST ORIENT POINT APPLICANT: AT&T MOBILITY CORP. ' EXISTING TOWER EQUIPMENT TO BE REMOVED: EXISTING GROUND EQUIPMENT TO REMAIN: SITE NUMBER: SINY009226 1 AT&T WAY """'"` (6) gS6658-3E ANTENNAS (1) DC1z-ae-so-o-25E RAYCAP UNIT 1100E.WOODFIELD ROAD,SUITE 500 FA#: 10107374 ®�' '" SCHAUMBURG,ILLINOIS 60173 BEDMINSTER, NJ 07921 (12) CBC782123-OS DUPLEXERS (1) DC6-48-fi0-18E RAYCAP UNIT TEL:847-908-8400 g EXISTING TOWER EQUIPMENT TO REMAIN: (1) NETSURE512 -48V/+24V POWER PLANT USID: 48780 �; y COA#0016859 ,;.o+�` - ®Y��'•+`�'Y se (12) LDFS COAX CABLES (1) 549017 FUSE BLOCK FOR 6610 CONTROLLER SITE ADDRESS: 40200 MAIN ROAD ,,. 5', a,..:ir•rt NEW TOWER EQUIPMENT TO BE INSTALLED (7) VERTN -48VDC R48-2000E3 RECTIFIERS www.fullerton-us.com ORIENT POINT, NY 11957 STRUCTURE OWNER: OCTAGON EDGE TOWERS, LLC °o-, (6) KWSS-65A-R3 ANTENNAS (12) SBS170F BATTERIES ADDRESS: PO BOX 333 MAIN RD "`-'?"�0"=-""•"4 5;�,..-:+ - (12) STX61742T-43 DUPLEXERS (1) FLX12 PURCELL REV DATE DESCRIPTION BY COUNTY: SUFFOLK ORIENT POINT, NY 11957 ;� ,"• (tz) LDF5 coAx cneLEs cneELwSIQN NID -aa VDC APN: t00o015000900008001 CONTACT: ` (6) HR RET COAX CABLES D2 SWD ON -48 VDC IN FLX12 A 03 OS 25 PRELIMINARY MS JURISDICTION: TOWN OF SOUTHOLD PHONE: = 'vi;;t1,-:.<;,r � f= - - (2) UNIVERSAL CONCEALMENT ANTENNA MOUNTS NEW GROUND EQUIPMENT TO BE INSTALLED• B 10 O6 25 ISSUED FOR PERMIT RJ ZONING: MARINE II ti i $£ EXISTING GROUND EQUIPMENT TO BE REMOVED: (3) 4490 BS/B12A RRHS A&E FIRM: FULLERTON +i'- • a REMOVE ALL NOKIA EQUIPMENT (3) 4494 B14/B29 RRHS ADDRESS: 1100 WOODFIELD ROAD, SUITE 500 (3) B25 RRH4X30-4R RRHS 3) 4890 B25/866 RRHS LATITUDE (NAD83): 41.1526666' SCHAUMBURG, IL 60173 g = (3) 4T4R 812/14 320W AHLBA RRHS �3) 4467 6770 B77C RRHS LONGITUDE NAD83 :-72.2442222' CONTACT: ,�' " - (3) 4T4R 85 16OW AHCA RRHS (1) 200AMP UPGRADE KIT FOR 512 POWER PLANT ( ) HILDA ALLAWIRDI 4 PHONE: 847 908-8400 f - (3) RRH4X25-WCS RRHS (3) VERTIV -48VDC R48-2000E3 RECTIFIERS EMAIL: ( ) - (6) CBC782123-DS DUPLEXERS (1) OUTDOOR VERTIV 48V BATTERY CABINET I HEREBY CERTIFY THAT THESE DRAWINGS WERE GROUND ELEVATION:t9' A.M.S.L. SITE PREPARED BY Y DIRECT hallawirdi®fullerton-us.com (1) TE21 DC POWER PLANT (8) SB5170F BATTERIES STRUCTURE TYPE: STEALTH MONOPOLE Q SLIP, �CC��O0N�e[,, THE BEST STRUCTURE HEIGHT:gg'—p" (4) CORDEX 3.1KW RECTIFIERS (2) 24VDC CONVERTERS MODULE 480TO 24 IN OF MY K EL(G;rtAt�OJ:� 1, Y WITH CONSTRUCTION: IIB—UNPROTECTED, NON—COMBUSTIBLE (2) 24V MCLEAN BATTERY CABINETS 512 DCPP THE REO N 0 PPiI¢gIlg��ODES. (1) UMTS CABINET (1) RAY38 CABINET 'FC` SITE ACQUISITION & ERICSSON OCCUPANCY TYPE: UNMANNED (1) FLX16 PURCELL CABINET (6) SOX6192342Q DUPLEXERS f ,�p1`L(10 ZONING/PERMITTING 5300 LEGACY DRIVE _ (3) DC2-48-60-0-9E RAYCAP UNITS (1) ERICSSON 6672 BBU IN RAY38 / �Cv� AGENT: PLANO, TX 75024 USE GROUP: U-UTILITY AND MISCELLANEOUS i� ' - (1) 100AMP POWER PLANT DISCONNECT (1) ERICSSON 6610 SITE CONTROLLER IN RAY38 KIM DILLARD (6) STX61742T-43 DUPLEXERS (903) 243-5540 ADA COMPLIANCE FACILITY IS NOT FOR HUMAN NOTE: ;- , L{{ kim.dillard@ericsson.com HABITATION THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CHANGES IS TO BE PERFORMED BY OTHERS AND IS SHOWN y _ HERE FOR REFERENCE PURPOSES ONLY. AT&T IS SOLELY RESPONSIBLE FOR THE ELECTRICAL POWER DESIGN. ; ' J I t 1 GENERAL NOTES LOCATION MAP SHEET INDEX THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS 4 SHEET'# DESCRIPTION REVISION# REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT01E,- DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, PORTABLE WATER, OR TRASH T_1 TITLE PAGE B DISPOSAL IS REQUIRED, NO COMMERCIAL SIGNAGE AND NO LANDSCAPING IS PROPOSED. t - - f 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 NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE t� - C-2 EQUIPMENT PLAN B EAST ORIENT POINT WORK OR BE RESPONSIBLE FOR SAME. e C-3 ELEVATIONS B CODE COMPLIANCE x C-4 ANTENNA PLANS B SITE ID: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE C-5 AN & CABLE CONFIGURATION B SINY009226 CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING C-6 EQUIPMENT DETAILS B AUTHORITIES. SITE ° FA NUMBER: s C-7 EQUIPMENT DETAILS B 10107374 tip'. BUILDING CODE: 2020 BUILDING CODE OF NEW YORK STATE, 2018 IBC * ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE ' r C-8 EQUIPMENT DETAILS B _ SITE ADDRESS MECHANICAL CODE: 2020 INTERNATIONAL MECHANICAL CODE, 2018 IMC 1 ! i . z C-9 EQUIPMENT DETAILS B FIRE CODE: 2020 FIRE CODE OF NEW YORK STATE, 2018 IFC B 40200 MAIN ROAD 5 C-10 EQUIPMENT DETAILS ORIENT POINT, NY 11957 AD T' 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 G-2 GROUNDING DETAILS B SHEET NUMBER LOCATION MAP I� ERICSSON(PM): PATE; ERICSSONN DATE: t' ■ RF ENGINEER: DATE: SITE ACQUISITION: DATE: T— I LANDLORD: DATE: PROJECT# 2024.00980040 s 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 T at&t RULES SET FORTH BY FEDERAL STATE, AND LOCAL AUTHORITIES WITH JURISDICTION OVER COUNTY AND LOCAL CODES AND OSHA REQUIREMENTS. CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCHg s .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 ESTABLISH AND MAINTAIN ALL 2. ALL WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS, PROJECT LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION 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 80112 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 VAUD CONTRACTOR'S LICENSE FOR THE PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS. UNDISTURBED DURING CONSTRUCTION. LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT UCENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT AND INSPECTION FEES, AND BE 4. THE CONTRACTOR SHALL COORDINATE WITH PROJECT MANAGER TO ESTABLISH INSPECTIONS SHALL BE LICENSED. RESPONSIBLE FOR SCHEDULING INSPECTIONS WITH THE AUTHORITY HAVING JURISDICTION. AND APPROVAL PROCESS FOR ALL SITE WORK. 4. FOLLOW ALL APPLICABLE 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 ESTABLISHED BY ANSI, IEEE, NEMA AND NFPA. BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. CONTRACTOR IS V OCCUPATIONAL SAFETY AND HEALTH ACT. 6. ALL MATERIALS SHALL BE U.L LISTED. 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 BACKFiLL: 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 MANAGER. 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 THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. INCHES. F ""j 6. DRAWING PLANS SHALL NOT 8E SCALED. 8. MATERIALS SHALL MEET WITH APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 7. UNSUITABLE BACKFILL: TOP SOIL, HIGH AND MODERATELY PLASTIC SILTS AND CLAY, ' V agr MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, DEs;rsa oS'° Lc P..uC7 3 7. THE CONTRACTOR SHALL NOT PROCEED WITH 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. 1100 E.WOODFIELD ROAD,SUITE 500 DRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE PROJECT 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 8. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE TEL 847-908-8400 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#0016859 DISCREPANCIES. TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: www.fullerton-us.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 UTILITY COMPANY FOR CONNECTION OF THE ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA. REV I DATE DESCRIPTION BY AND WORK IN CONFINED SPACES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL A 03 OS 25 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 06 25 ISSUED FOR PERMIT RJ 10. WHEN THE CONTRACTOR ACTIVITIES IMPEDE OR OBSTRUCT TRAFFIC FLOW, CONTRACTOR THE LINES 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 OWNER AND THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL 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 RECOMMENDATIONS. PREPARED BY ME OR UNDER MY DIRECT . 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITIES. SUPERVISION ND TO THE BEST 13. POST-INSTALLATION, ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE OF MY K N COMPLY WITH 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 BACKFILL THE RE Ast F l�pp y LE 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 `P�, 1 A 10�A 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PRIVATE UTILITIES. 14. PROVIDE THE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL AS-INSTALLED" A LOOSE DEPTH OF 9 INCHES AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF - DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS THE MAXIMUM DRY DENSITY PER THE MODIFIED PROCTOR TEST, ASTM D1557. 15. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES OR FACILITIES IT DEEMS AND CIRCUITS. NECESSARY TO COMPLETE THE WORK. THIS INCLUDES, BUT IS NOT LIMITED TO WATER, 14. WHEN SOFT, YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED AT i 1 a- � SEWER, POWER, TELEPHONE, HEAT, UGHTiNG OR SECURITY. 15. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC THE REQUIRED TRENCH BOTTOM ELEVATION, OVER-EXCAVATE THE TRENCH TO A DEPTH OF I - CL-- LABELS NOTING USE FUNCTION. NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFlLL WITH 1. I 16. WHEN EXCAVATING IN THE AREA OF EXISTING UTILITIES, THE CONTRACTOR SHALL USE GRANULAR BEDDING MATERIAL REASONABLE CARE IN PROTECTING SUCH UTILITIES. CONTRACTOR SHALL NOTIFY THE 16. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL PROJECT MANAGER IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND BOARD, PULL BOX, J-BOX, SWITCH BOX, ETC. 15. UTILIZE SUITABLE FILL MATERIALS RESULTING FROM THE EXCAVATION WORK IN THE PROPOSED CONSTRUCTION. CONSTRUCTION OF FILL, ACCESS ROAD, SITE GRADING AND FOR THE REPLACEMENT OF t f� 17. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIAL UNLESS REMOVED UNSUITABLE MATERIALS. Z) T �� 17. DAMAGE TO PUBLIC OR PRIVATE UTILITIES 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 SHALL BE CONTRACTORS D(PENSE. 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 TING ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING FEATURES SUCH AS BUT NOT LIMITED TO BUILDINGS, PAVEMENTS, LANDSCAPING FEATURES, 20. SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM ER 1TING EAST ORIENT POINT PLANTS, ETC. ARE TO BE SAVED AND PROTECTED FROM DAMAGE. CONTRACTOR SHALL 0,000 MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SiTE CONDITIONS AND UPON A.I.C. COMPLETION OF WORK REPAIR BACK TO ORIGINAL CONDITIONS ANY DAMAGE THAT 21. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE OCCURRED DURING CONSTRUCTION. SITE ID: ELECTRICAL WORK. 19. KEEP THE CONSTRUCTION SITE CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, 22 PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED TO MATCH ORIGINAL RATING. SINY009226 RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND SHALL BE SUBJECT TO APPROVAL BY THE 23. BX OR ROMEX CABLE IS NOT PERMITTED. FA NUMBER: PROPERTY OWNER AND THE PROJECT MANAGER. 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 ORIENT POINT, NY 11957 CIRCUMSTANCES SHALL RINSING OR DUMPING OF THESE SUBSTANCES OCCUR ON-SITE. 22. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND SHEET NAME PAYING FOR ALL PERMITS NECESSARY FOR CONSTRUCTION. 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 MAINTAIN AND SUPPLY THE PROJECT MANAGER WiTH AS-BUILT SHEET NUMBER PLANS UPON COMPLETION OF THE PROJECT. GN- I PROJECT# 2024.00980040 t Property of AT&T j h - t&t Authorized r'sic rrxs"�x 7670 SOUTH CHESTER ST. Personnel Only AR ENGLEWOOD, CO 80112 1NARN LN C� � �� N ING�, _ 1^c ,.���i� ,y•v:sy;�.„�.T,7,.r` c �.,+t::s�as :` � »�..,�:.:a,�,..-.,�-., -.mow., 'i A1.1 r i 1_ 0 GATE/SHELTER/CABINET DOOR SIGN SCALE: N.T.S. AT&Top�latg5asttetiliasatthlssite. � e r j /s 1AeStdpFdAmayou are entering an area DESIGN DEVELOP �waST2uCT where radio flegi ency Wl fields exreedi the 1100 E.WOODFIELD ROAD,SUITE 500 Beyond this point: f SCHAUMBURG,ILLINOIS60173 Radio fre uenc fields at this site } KCOaupatioilalExposureLirrlits. TEL:847-908-8400 Q y COA#00I 6859 exceed the FCC rules for human FailuTetofollowsafetyguidelinesforvtmkilig www.fullerton-us.com exposure. in an RF elxironmerlt could result In sedous injufy. a� REV I DATE I DESCRIPTION BY Failure to obey all posted signs and site i Contact AT&T atSOM3ij'2$22,option 9and 3, A 103/05/251 PRELIMINARY MS guidelines for working In radio frequency i and follow their ftistrixtionspriortoperforming B 110/06/251 ISSUED FOR PERMIT RJ environments could result In serious Injury. ) maintenance ormpairs wftNn the striped area. NO AUTHORIZED __ Y.....doff sib Mont Cf■■oYfBs.Co■■k.b.nUs o nsb hflfoq f■Yhff 41 CFI 1.1317(1) 4TRESIPAISPISING PERSONNEL ONLY BEYOND THIS POINT I HEREBY CER a RAWIDIR WERE PREPAR Y M 1 QE DIRECT SOF MVIC� RCL;�Af�(//C HE.WBEST WITH THE , � H t rTk(y-t iLIQ%M ODES. .j Nz FENCED DOOR/EQUIPMENT :' %`� o SCALE: N.T.S. 2 SCALE: N.T.S. 3 RF DANGER SIGN SCALE: N.T.S. 4 RF WARNING SIGN SCALE: N.T.S. ij � �^ COMPOUND SIGN SIGN NONE"31 MRA �i Federal Communications Commission Tower Registration Number - ® -1 1042282 =` "" ACAUTION � Posted in m.10 sna wide Federal C reghtr fica Cammisflon Nhs Ord■tItCRM tower reglstr■tion 47CFR 17.4(91 SITE NAME FCC ASR SIGNAGE SCALE: N.T.S. 8 EAST ORIENT POINT SITE ID: � iNFtRIIATIt slNYoo9zzs . _ AT&T Mobinly testeleoommun�afrons antennas et M is we, ,� . Romaiea]i3teeta�aYimman7aniennaan�e�YahPo=ea ACTIVE ANTENNAS ARE MOUNTED FA NUMBER: Coelau the owner(s)or the anlenna(s)beforeworWg Closer than 3 tut(Mn the anletlea(e). ON THE OUTSIDE FACE OF THIS BUILDING Contact AT&T Mo Iny e1800.638-2822 pdarto P l-4l9any 10107374 Beyond this point: mYnlenente ortepak.near AT&T ry entenns BEHIND THIS PANEL Radio frequency fields at this site Radio frequency fields beyond Thr is Site USID0 this point may exceed the FCC Connctmemanegememoificeit this doonhetwph,isfound ONTHLSSTRUGNRE SITE ADDRESS may exceed FCC rules for human Y uNodrd general public exposure limit. STAYBACKANIINIMUMOF3FEET 40200 MAIN ROAD exposure, A p p `" ,NF�RAC�,ON [ ORIENT POINT, NY 11957 For your safety, obey all posted signs and Obey all posted signs and site guidelines En est.pmpledad seubicananrns de lele-loidenes FROM THESE ANTENNAS site guidelines for working in radio for working in radio frequency openad s por AT&T uobiltly.Fame teneruna aisnnda do no SHEET NAME environments. manos de 3 piesy obed—rWdoe dos ayss Contact AT&T Mobility 9 80MB-2822 frequency environments.d Comud4uesemnelpmpienrinotospmpletariosdalasantasdo and fd101VlllinSiNCtlOnS�iatopn(alining Ir..undo n u n Ill 1.1-1 Cf■ ekfOrfl C ■Y]Yf sirs n nits Is n uu ud ■n rodnd ca.tst lsahm Cu■Y a W fYf sibs Y trabajorocaminardemenosde3plsaalaentena lupreq ubbf 41 Cr11.131111) hynfq uY]Yn 47 9r11.1311(1) Comeaq--AT&T raabrny80o-63e-2822 veesdo-k- any mainlenanceorreors CitlSettlian3feel SIGNAGE cualguer mantenimienn o repamrlones eema de las antem de �``- AT&T 1lohlydy. hill tk antennas, Este s n esladon base n—USID C Favor mmunlearse ooe N of'dna do to 3dmlmslracion del Tills ISAT&Thiottililty91001 SHEET NUMBER ediacto si esn pueda o eompuerla ee—nva sin condedo ner IN-7A-AL-17B uarc.r . w.,, .�,.w, RF CAUTION SIGN SCALE: N.T.S.1 6 j RF NOTICE SIGN SCALE: N.T.S. 7 INFORMATION SIGNS SCALE: N.T.S. 9 G N-2 PROJECT# 2024.00980040 ABBREVIATIONS 0 AFF ABOVE FINISHED FLOOR AFG ABOVE FNSHED GRADE at&t AGL ABOVE GROUND LEVEL - -'r AAMSL PPROX ABOVE MEAN SEA LEVEL APPROXIMATE AATS WG AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE 7670 SOUTH CHESTER ST. BLDG BUILDING ENGLEWOOD, CO 80112 BBU BASE BAND UNIT q CENTERLINE CLR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT CRAN CENTRALIZED RAN C-RAN CLOUD RAN DWG DRAWING FT FOOT(FEET) EEGB LEC EQUIPMENTT GROUND BAR ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EXISTING OTHER CARRIER SHELTER C) PT EQUIPMENT � EEXT EX ETR R Fuftrlkl FND FOUNDATION DESIGN DEVELOP carr.STRucT F FIBER GA GAUGE 1 100 E.WOODFIELD ROAD,SUITE 500 GALV GALVANIZED SCHAUMBURG,ILLINOIS 60173 GPS GLOBAL POSITIONING SYSTEM l TEL:847-908.8400 GND GROUND COA#0016859 GSM GLOBAL SYSTEM FOR MOBILE www.fullortan-us.com COMMUNICATION LTE LONG TERM EVOLUTION MAX MAXIMUM REV I DATE I DESCRIPTION BY MFR MANUFACTURER A 103/05/251 PRELIMINARY MS MGB MASTER GROUND BAR B 10/06/251 ISSUED FOR PERMIT RJ MIN MINIMUM MIMO MULTIPLE IN MULTIPLE OUT N.T.S. NOT TO SCALE O.C. ON CENTER PPC POWER PROTECTION CABINET R PROPERTY LINE EXISTING OTHER CARRIER SHELTER RAN RADIO ACCESS NETWORK HEREBY CERTIFY THAT THESE DRAWINGS RBS RADIO BASED STATION PREPA ED BY WERE Y D T RRH REMOTE RADIO HEAD SUPERVISION N THEREC BEST RGS RIGID GALVANIZED STEEL OF MY K Q� A E WITH THE REQ S F S. l �����Z� T,'� rz-ro-'*l'7LN INT POUND(S) INTER ( C /LB(S), POUNDS) \ SF SQUARES FOOT STL STEEL TYP UNO TY UNLIESS NOTED OTHERWISE FENCE UMTS UNIVERSAL MOBILE EXISTING CHAIN LINK VIF VERIFY EN COE MDUNICATION SYSTEM `- W/ TRANSFORMER EXISTING AT&T ICE BRIDGEXFMR r- r •N /� i SYMBOLS NEW & EXISTING AT&T �--� . EQUIPMENT ON STEEL PLATFORM Q SEE C-2 EQUIPMENT PLAN REVISION SITE NAME 0 WORK POINT rQ� UTILITY POLE EAST ORIENT POINT BRICK :z Y COMPRESSED STONE SITE ID: CONCRETE SINY009226 EARTH GRAVEL FA NUMBER: MASONRY 10107374 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 PLAN ORIENT POINT, NY 11957 - - - - - - EASEMENT LINE FENCE XX CHAINLINK SHEET NAME ❑ ❑ WOOD WROUGHT IRON EE ELECTRIC OE—OE OVERHEAD SITE PLAN UE—UE UNDERGROUND FF FIBER OF—OF OVERHEAD OF—UF UNDERGROUND SHEET NUMBER T—T TELEPHONE OT—OT OVERHEAD I��1AN UT—UT UNDERGROUND C—DC DCPOWER (/� - I L LQAp SECTION REFERENCE SITE PLAN SCALE: 3/32" = 1'-0" 1 v v 0 2' 4' 8' 16' PROJECT// 2024.00980040 BBU SUMMARY:- NOTES: REMOVE: (1) TE21 DCPP 1. PRIOR TO INSTALLATION OF ERICSSON REMOVE: (4) CORDEX 3.1 KW RECTIFIER EQUIPMENT, REMOVE RELATED NOKIA AT&T �� S�_ a REMOVE: (2) 24V MCLEAN BATTERY CABINET MACRO TOWER/BBU EQUIPMENT REMOVE: (1) UMTS REMOVE: (1) FLX 16 EXISTING: (1) NETSURE"512 -48V/+24V PP (W/ 100A DISCONNECTS) 7670 SOUTH CHESTER ST. UPGRADE: (1) 200MAP UPGRADE KIT FOR 512 ENGLEWOOD, CO 80112 EXISTING. (1) 549017 FUSE BLOCK FOR 6610 CONTROLLER EXISTING: (7) VERTIV -48VDC R48-2000E3 RECTIFIERS INSUFFICIENT INSTALL: (3) ADDTIONAL VERTIV -48VDC R48-2000E3 RECTIFIER (10 EXISTING TOTAL) (1) DC12-48-60-0 INSTALL: ( OD VERTIV 48V BATTERY CABINET ow-Emil RAYCAP UNIT TO REMAINMAIN (1 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 160W AHCA INSTALL: (1) RAY38 RRHS INSTALL: (1) ERICSSON 6672 IN RAY38 ler (3) 4T4R 812/14 320V"d INSTALL 4494 B14 B29 RRHS ; AHLBA RRHS INSTALL: (1) ERICSSON 6610 IN RAY38 EXISTING: CABELVISION NID -48 VDC (HOT CUT 12/9/19) (3) FW (3) 925 RRH4X30-4R EXISTING: D2 SIAD ON -48 VDC IN FLX12 ( ) 4890 625 866 RRHS D=s:o eNcdor CONSTRUCT I RRHS NOTE: NO GENERATOR: ALL RRUS ON PLATFORM TO REMAIN -48V (3) 4490 B5 812 RRHS 1100 E.WOODFIELD ROAD,SUITE 500 TO BE REN40VED (3) 4467B77D877G RRHS SCHAUMBURG,ILLINOIS 60173 EXISTING TEL:847-908-8400 2) 24V MCLEAN BATTERY CABINET INSTALL COA#0016859 (TO BE REMOVED (1) RAY38 CABINET www.fullerton-us.com (1) ERICSSON 6672 EXISTING (1) TE21 DC POWER PLANT (1) ERICSSON 6610 REV I DATE I DESCRIPTION BY (4) CORDEX 3.1 KW RECTIFIERS INSTALL A 03/05 25 PRELIMINARY MS TO BE REMOVED (1) OD VERTIV 48V B 10/06/251 ISSUED FOR PERMIT RJ EXISTING (1) UMTS CABINET BATTERY CABINET TO BE REMOVED (8) SBS170F ORANGE (6) EXISTING CBC782123-DS DUPLEXERS BATTERIES TO BE REMOVED INSTALL EXISTING (6) STX61742T-43 DUPLEXERS ] HEREBY CERTI E ` GS WERE (1) DC6-48-60-18E RAYCAP �hll� UNIT TO REMAIN (6) SQX61923420 SUPERVISIRE DR L ANDLTyy C EST DUPLEXERS OF MY P H EXISTING (1) NETSURE 512 -48V/24V DC POWER EXISTING THE RE R �A A PLANT (1) DC6-48-60-18E (7) VERTIV -48VDC R48-2000E3 RECTIFIERS RAYCAP UNIT 01 (12) SBS170F BATTERIES D TO REMAIN EXISTING (1) NETSURE rA EXISTING 512 -48V/24V DC 2 FIBER MANAGEMENT BOXES POWER PLANT ` O BE REMOVED (7) VERTIV -48VDC T R48-2000E3 RECTIFIERS 0 r i^ EXISTING ( ) r \ EXISTING (3) DC2-48-60-0-9E RAYCAP UNITS AT SBS170F ORANGE \ `t ssu � BATTERIES r` J��rt(>; (1) SPAN TO BE REMOVED EXISTING (1) SPAN INSTALL CABINET CABINET (3) VERTIV -48VDC TO REMAIN EXISTING (1) FLEX12 PURCELL CABINET R48-2000E3 RECTIFIERS (1) 549017 FUSE BLOCK FOR 6610 CONTROLLER (2) CONVERTER MODULE EXISTING TO REMAIN SITE NAME 48 TO 24 IN 512 DCPP EXISTING FLX16 (1) 200AMP UPGRADE CABINET EXISTING CABLEVISION NID EXISTING (1) FLEX12 KIT FOR 512 TO BE REMOVED -48 VDC & DS SIAD ON PURCELL CABINET EAST ORIENT POINT -48VDC IN FLX12 (1) 549017 FUSE TO REMAIN BLOCK FOR 6610 CONTROLLER EXISTING AC PANEL SITE ID: EXISTING EXISTING AC PANEL SINY009226 GPS ANTENNA EXISTING CABLEVISION NID -48 VDC & DS SIAD ON EXISTING TELCO AND FA NUMBER: EXISTING TELCO AND -48VDC IN FLX12 POWER PANELS POWER PANELS 10107374 EXISTING GPS ANTENNA SITE ADDRESS 40200 MAIN ROAD ORIENT POINT, NY 11957 SHEET NAME EXISTING ACCESS EQUIPMENT PLAN DOOR EXISTING ACCESS DOOR ® SHEET NUMBER EXISTING EQUIPMENT PLAN SCALE: 1/4" = 1'-0" FINAL EQUIPMENT PLAN SCALE: 1/4" = 7"-0- 2 C-2 0 1' 2' 4' 6' 0 1' 2' 4' 6' PROJECT# 2024.00980040 NOTES: NOTES: 1. 2 FEET MINIMUM SEPARATION BETWEEN ALL ANTENNAS 42 ���� 1. CALCULATIONS FOR THE STRUCTURE AND ANTENNA 2. 12" VERTICAL SEPARATION BETWEEN STACKED DOD AND MOUNTS WERE PREPARED UNDER SEPARATE COVER. C—BAND ANTENNAS .k.„-• THOSE CALCULATIONS CERTIFY THE CAPACITY OF 3. PRIOR TO INSTALLATION OF ERICSSON EQUIPMENT, ^'i 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 1 T/EXISTING STEALTH MONOPOLE T/EXISTING STEALTH MONOPOLE 9ELEV. = 89'-0"f AGL v ELEV. = 89'—O"t AGL ���cs�saN DosioN DEVELOP Coos TQUCT4 NEW EQUIPMENT TO BE INSTALLED: (3) KWSS-65A—R3 ANTENNAS 1100 E. ROAD,SUITE 500 SCHAUMBUAUMBURG,ILLINOIS 60173 400 EXISTING EQUIPMENT TO BE REMOVED: TCOA#0016859 OF N) AT&T ANTENNAS POLE DIA 11 " COA#0016859 (3) QS6658-3E ANTENNAS www.fullerton-us,com OF E) AT&T ANTENNAS ELEV. = 67'-0"t AGL ELEV. = 67'—O"t AGL (6) CBC782123—DS DUPLEXERS NEW EQUIPMENT TO BE INSTALLED: (6) STX61742T-43 DUPLEXERS REV DATE DESCRIPTION BY A 03 05 25 PRELIMINARY MS POLE DIA 11° B 10 O6 25 ISSUED FOR PERMIT RJ NEW EQUIPMENT TO BE INSTALLED: EXISTING EQUIPMENT TO BE REMOVED: (3) KVVSS-65A—R3 ANTENNAS (3) QS6658-3E ANTENNAS OF E) AT&T ANTENNAS (6) CBC782123—DS DUPLEXERS OF N) AL ANTENNAS ELEV. = 57'-0"t AGL ELEV. = 57'-0"f AGL HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT POLE DIA 1'-2" OFM SUPERYVISION AND TO THE BEST KNOW N PLY WITH POLE DIA 1'-2" 10107374 THE REQUIR T$ F bt . CODES. WARM SWAP c TA AZIMUTHS EXISTING 0/120/240 RFDS FINAL 0/120/240 NEW EQUIPMENT TO BE INSTALLED: (6) STX61742T-43 DUPLEXERS CANISTER DIA 3'-2" ALPHA: frj �• �.., POS1 NEW KWSS-65A—R3 @67' WITH B14/829 4494,•PCS/AWS 4890, AND C—BAND 4467. NEED: {� 34V. � 2 — COMMSCOPE TWIN TRIPLEXER STX61742T-43 POS1 TOP CANISTER DIA 3'-2" 2 — COMMSCOPE TWIN QUADPLEXER SQX6192342Q POS1 BOTTOM l� EXISTING STEALTH MONOPOLE 1 — RET HR 9 ct !,r 4 - COAX 7/8" ® 80' POS2 NEW KWSS-65A—R3 ®57' WITH B12/B5 4490. NEED: 2 — COMMSCOPE STX61742T-43 POSI TOP •{ , 2 — COMMSCOPE STX61742T-43 POS1 BOTTOM EXISTING STEALTH MONOPOLE ` ' lgr'io EXISTING CABLES TO REMAIN: 1 — RET HR ` `���Yr (12) LDF5 COAX CABLES 4 — COAX 7/8" @ 80' BETA: EXISTING CABLES: SITE NAME POS1 NEW KWSS-65A—R3 ®67' WITH B14/829 4494, PCS/AWS 4890, AND C—BAND 4467. NEED: (12) LDF5 COAX CABLES 2 — COMMSCOPE TWIN TRIPLEXER STX61742T-43 POS1 TOP 2 — COMMSCOPE TWIN QUADPLEXER SQX6192342Q POS1 BOTTOM 1 — RET HR EAST ORIENT POINT 4 — COAX 7/8" ® 80' NEW CABLES: POS2 NEW KWSS-65A—R3 @57' WITH 812/85 4490. NEED: (12) LDF5 COAX CABLES 2 — COMMSCOPE STX61742T-43 POS1 TOP (5) HR RET COAX CABLES 2 — COMMSCOPE STX61742T-43 POS1 BOTTOM (3) TO 67' ELEVATION SITE ID: 1 — RET HR (3) TO 57' ELEVATION SINY009226 4 — COAX 7/8" @ 80' GAMMA: FA NUMBER: POS1 NEW KVVSS-65A—R3 @67' WITH B14/B29 4494, PCS/AWS 4890, AND C—BAND 4467. NEED: 2 — COMMSCOPE TWIN QUADPLEXER SQX6192342QPosi POSIT BOTTOM 10107374 1 — RET HR 4 — COAX 7/8" ® 80' SITE ADDRESS POS2 NEW KWSS-65A—R3 ®57' WITH B12/B5 4490. NEED: 2 — COMMSCOPE STX61742T-43 POS1 TOP 40200 MAIN ROAD 2 — COMMSCOPE STX61742T-43 POS1 BOTTOM ORIENT POINT, NY 11957 1 — RET HR 4 — COAX 7/8" ® 80' SHEET NAME SPD: NO TOWER TOP SURGE SWAP TYPE: COLD — STEALTH SITE, CLOSE PROXIMITY TO OTHER SECTOR (RF SAFETY). NO BROKEN RET. NO PIM REPORT. 2/24/25 HW JOB WAS ISSUED. ELEVATIONS EXISTING GROUND EXISTING GROUND ELEV. = 0—0 t AGL SHEET NUMBER ELEV. = 0—0 t AGL EXISTING ELEVATION D 2' 4' 8' 16' SCALE: 3/32" = 1'-0" 1 NEW ELEVATION 0 2' 4' 8' 16' SCALE: 3/32" = 1'—O" 2 C_3 PROJECT# 2024.00980040 at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 SECTOR: ALPHA SECTOR: ALPHA AZIMUTH: 0° (3) EXISTING QS6658-3E ANTENNAS AZIMUTH: 0° (3) EXISTING QS6658-3E ANTENNAS Al TO BE REMOVED TO BE REMOVED (IYP. 1 PER SECTOR) A2 ■!`///l, (TYP. 1 PER SECTOR) '' (6) EXISTING C8C782123—OS DUPLEXERS TO BE REMOVED (6) EXISTING CBC782123—OS DUPLEXERS (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 MONOPOLEi DESICN DEVELCI CONSTRUCT l9 1100 E.WOODFIELD ROAD,SUITE 500 SCHAUMBURG,ILLINOIS 60173 TEL•847-908-8400 COA#OO 16859 0 www.fullerton-us.com SECTOR: GAMMA B1 SECTOR: BETA SECTOR: GAMMA C2 REV DATE DESCRIPTION BY AZIMUTH: 240° C1 AZIMUTH: 120° AZIMUTH: 240° B2 SECTOR: BETA A 03/05 25 PRELIMINARY MS AZIMUTH: 120° B 10/06 25 ISSUED FOR PERMIT RJ I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY tt�tt��LL MY DIRECT ELEVATION=67'-0" ELEVATION=57'-0" SOF MY.PERI KIN• A�JyPB THY WITH THE REQ M ALA I.� B ODES. T A Y ,� SCALE: 3/4" = l'-O" EXISTING ANTENNA PLAN NOTES: r \} 41 t 1. 2 FEET MINIMUM SEPARATION BETWEEN ALL ANTENNAS 2. 12" VERTICAL SEPARATION BETWEEN STACKED DOD AND ;r 4 C-BAND ANTENNAS V Dr raj s 3. PRIOR TO INSTALLATION OF ERICSSON EQUIPMENT, REMOVE RELATED NOKIA AT&T MACRO TOWER/BBU / SECTOR: ALPHA SECTOR: ALPHA AZIMUTH: 0' AZIMUTH: O* NT 4 12" MINIMUM HORIZONTAL SEPARATION BETWEEN -10W (3) NEW KV"VSS-65A-R3 ANTENNAS A2 ANTENNA MOUNTING QU IME FRAME AND ALL RRUS AND `�----- NT (TYP. 1 PER SECTOR) SITE NAME (1) NEW MAST MOUNT DETAIL Al SEE C-6 FOR DETAILS (1) NEW MAST MOUNT DETAIL (3) NEW KVVSS-65A-R3 ANTENNAS PART#: TRIAD FPL-AB PART#: TRIAD FPXXL-AB (TYP, 1 PER SECTOR) MRF: EEI MANUFACTURING MRF: EEI MANUFACTURING SEE C-6 FOR DETAILS EAST ORIENT POINT SERVICES SERVICES EXISTING STEALTH MONOPOLE ® EXISTING STEALTH MONOPOLE SITE ID: (6) NEW STX61742T-43 DUPLEXERS (6) NEW STX61742T-43 DUPLEXERS SINY009226 (TYP. 2 PER SECTOR) (TYP. 2 PER SECTOR) SEE C-6 FOR DETAILS SEE C-6 FOR DETAILS FA NUMBER: Cl 81 10107374 C2 SECTOR: BETA ez SECTOR: BETA SITE ADDRESS SECTOR: GAMMA 8 AZIMUTH: 120' SECTOR: GAMMA AZIMUTH: 120' AZIMUTH: 240' O o AZIMUTH: 240' 40200 MAIN ROAD OORIENT POINT, NY 11957 (1) NEW MAST MOUNT DETAIL CANISTER DIA 3'-2" CANISTER DIA 3'-2" (1) NEW MAST MOUNT DETAIL SHEET NAME PART#: FPL-CAB POLE DIA 11 PART#: FPL-CAB POLE DIA 1'-2" MRF: EEI MANUFACTURING MRF: EEI MANUFACTURING ANTENNA SERVICES (1) NEW MAST MOUNT DETAIL SERVICES 1 NEW MAST MOUNT DETAIL PLANS PART#: TRIAD-CB KIT PART#: TRIAD-CB KIT ELEVATION =67'-0" MRF: EEI MANUFACTURING ELEVATION = 57'-0" MRF: EEI MANUFACTURING SERVICES SHEET NUMBER SERVICES FINAL ANTENNA PLAN SCALE: 3/4' = l'—O" 2 CA 0 3" 6" 1' 2' PROJECT# 2024.0098,0040 {h- at&t EXISTING ANTENNA SCHEDULE 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 SECTOR ANTENNA ANTENNA MAKE/MODEL RAD CENTER AZIMUTH M-TILT E-TILT RRH MAKE/MODEL DIPLEXER/SQUID FEEDLINE FEEDLINE POSITION (E) (1) 4T4R B12/14 320W AHLBA RRH (E) (1) DC12-48-60-0-25E NEMABOX _ 1 (E) (1) QS6658-3E 67'-0" 0' - - (E) (1) 4T4R B5 1WN AHCA RRH {E) (1) B25 RRH4X30-4R RRH (E) (1) DC6-48-60018E NEMABOX ALPHA (E) (1) DC2-48-600009E NEMABOX 110 �s (E) (4) CBC782123-DS DUPLEXERS (E) (4) LDF5 COAX CABLES �{ �� .� 2 (E) (1) OS6658-3E 57'-0" O' - - (E) (1) RRH4X25-WCS-4R RRH (E) (2) CBC7(GROUN DS DUPLEXERS i� (GR011ND) (E) (1) 4T4R B12/14 320W AHLBA RRH 1 (E) (1) QS6658-3E 67'-0" 120' - - (E) (1) 4T4R 65 16OW AHCA RRH (E) (1) DC2-48-60-0-9E NEMABOX BETA (E) (1) B25 RP,H4X30-4R RRH (E) (4) CBC782123-DS DUPLEXERS (E) (2) CBC782123-OS DUPLEXERS (E) (4) LDF5 COAX CABLES 110' u r n 2 (E) (1) QS6658-3E 57'-0" 12V - - (E) (1) RRH4X25-WCS-4R RRH (GROUND) D4SIGN DSVELOP INSTRUCT V 1100 E.WOODFIELD ROAD,SUITE 500 (E) (1) 4T4R 812/14 32OW AHLBA RRH SCHAUMBURG,ILLINOIS 60173 1 (E) (1) QS6658-3E 67'-0" 240' - - (E) (1) 4T4R B5 160W AHCA RRH TEL•847-908-8400 (E) (1) 825 RRh14X30-4R RRH (E) (1) DC2-48-60-0-9E NEMABOX COA#0016859 GAMMA (E) (4) CBC782123-OS DUPLEXERS 110 www.fullerton-us.com (E) (2) CBC782123-DS OUPLEXERS (E) (4) LDF5 COAX CABLES 2 (E) (1) QS6658-3E 57'-0" 249 - - (E) (1) RRH4X25-WCS-4R RRH (GROUND) [REV DATE DESCRIPTION BY 03 05 25 PRELIMINARY MS 10 O6 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 KNOWLE COMPLY WITH THE REQU���� ��-4LI�7�� LE CODES. EXISTING ANTENNA &CABLE CONFIGURATION ++ SCALE: N.T.S. �.), 1 A Yto FINAL ANTENNA SCHEDULE ANTENNA FEEDLINE SITE NAME SECTOR POSITION ANTENNA MAKE/MODEL RAD CENTER AZIMUTH M-TILT E-TILT RRH MAKE/MODEL DIPLEXER/SQUID FEEDLINE LENGTH 1 (N) (1) KWSS-65A-R3 67'-0" 0' - _ (N) (1) 4494 B14/629 RRH (E) (1) DC12-4B-60-0-25E NEMABOX EAST ORIENT POINT (N) (1) 4890 B25/866 RRH (E) (1) DC6-48-60-18E NEMABOX (E) (4) LDF5 COAX CABLES ALPHA (N) (4) STX61742T-43 DUPLEXERS (N) 4 LDF5 COAX CABLES 110 (N) (1) 4490 B5 B12 RRH (N) (2) STX61742T-43 DUPLEXERS (GROUND) (N) (2) HR RET COAX CABLES 2 (N) (1) KWSS-65A-R3 57'-0" 0' - - (N) (1) 4467877DB77G RRH (N) (2) SOX61923420 DUPLEXERS (GROUND) SITE ID: SINY009226 1 (N) (1) KWSS-55A-R3 67'-0' 120' - _ (N) (1) 4494 B14/829 RRH (N) (1) 4890 B25/B66 RRH (N) (4) STX61742T-43 DUPLEXERS (E) (4) LDF5 COAX CABLES FA NUMBER: BETA (N) (2) STX61742T-43 DUPLEXERS (GROUND) (N) (4) LDF5 COAX CABLES 110' 10107374 2 (N) (1) KWSS-55A-R3 57'-0" 120' - _ (N) (1) 4490 B5/B12 RRH (N) (2) SOX6192342Q DUPLEXERS (GROUND) (N) (2) HR RET COAX CABLES (N) (1) 4467B77DB77G RRH SITE ADDRESS 1 (N) (1) KWSS-65A-R3 67'-0" 240' - _ (N) (1) 4494 B14/829 RRH 40200 MAIN ROAD (N) (1) 4890 B25/B66 RRH (N) (4) STX61742T-43 DUPLEXERS (E) (4) LDF5 COAX CABLES ORIENT POINT, NY 11957 GAMMA (N) (2) STX61742T-43 DUPLEXERS (GROUND) (N) (4) L0175 COAX CABLES 110' 2 (N) (1) KWSS-65A-R3 57'-0" 240' - _ (N) (1) 4490 B5/812 RRH (N) (2) SOX6192342Q DUPLEXERS (GROUND) (N) (2) HR RET COAX CABLES SHEET NAME (N) (1) 4467B77OB77G RRH ANTENNA & CABLE CONFIGURATION SHEET NUMBER 5 FINAL ANTENNA &CABLE CONFIGURATION SCALE: N.T.S. 2 C- PROJECT# 2024.00980040 . � at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 lli!I!Ij ltlllllll !II III N III IIIIIII !I III 12" iu a IIII I III `° �IIII III III ro a 1 0 III it II I'll N 'I Ili II lil o n �IIII III lil a I'I' llil ;I N Ili' lll!'l Ili III I�Illlll N 15.7 — I'llllllilll!IIII!! 1s.7 ,:II,I i,l llll•III ro 15.1 li I'•.!.�lilll ?� 7.2"7.0" 15.7 15.7 s.s^ 15.1 PLAN VIEW SIDE VIEW FRONT VIEW PLAN VIEW SIDE VIEW FRONT VIEW � r � PLAN VIEW SIDE VIEW FRONT VIEW ERICSSON — 4890 DESIGN DE.VELOP MNST^UCT� ERICSSON — 4490 1100 E.WOODFIELD ROAD,SUITE 500 ERICSSON — 4494 B14/829 SCHAUMBURG,ILLINOIS 60173 TOTAL WEIGHT 68.4 Lbs TOTAL WEIGHT 69.5 Lbs TEL 847-908-8400 COA#0016859 TOTAL WEIGHT 18.2 Lbs www.fullerton-us.com " 11 REV DATE DESCRIPTION BY 12" 12 gA 03 05/25 PRELIMINARY MS PLAN VIEW SIDE VIEW FRONT VIEW e 10/Os 2s ISSUED FOR PERMIT RJ COMMSCOPE — KVVSS-65A—R3 8—PORT SECTOR ANTENNA, 45' HPBW, 4X RET FREQUENCY RANGE 4x 698-896 MHz 4x 1695-2360 MHz I HEREBY CERTIFY THAT THESE DRAWINGS WERE ANTENNA 134.5 Lbs PREPARED BY ME OR UNDER MY DIRECT SUPERVBRACKET 13.3 Lbs OF MY I KINO AND iITHE BEST D fte D TOM PLY WITH TOTAL WEIGHT 147.E Lbs THE REQU f}NT A �Alt�kl� E CODES. ANTENNA SPEC SCALE: N.T.S. 1 RRU SPEC SCALE: N.T.S. 2 RRU SPEC SCALE: N.T.S. 3 RRU SPEC SCALE: N.T.S. 4 r�C''� (� t�+YLO�� � : 860680188-006 1 HG ANCHOR,PIPE FROM 1.5"to NEW ANTENNA EXISTING MOUNT PIPE Cable Support Mount for Pipc/Rountl Members to Support Cable,1.5`to B'DD •_ �+'/ —,,f� � SITE NAME Y � `. testta.s Y 7 .Tha 60880188.008•Is epurpose built tower face tsa kat Ibat Is designed to support 1000 pounds of cable v, EAST ORIENT POINT y t „'°.wr.1!yn,;- ��r ,,�., ,' „ c..T.er, �m•e"�.�;...�.luwm•"nk.,l��.rz, Product Classaication + SITE ID: t � °^mcef wae.c,ryw w:.,n coma SINY009226 General Specifications FA NUMBER: . ..•_ cam.xu,..awa.ar I 10107374 Dimensions SITE ADDRESS MaunWp alMrM^,mYtlm"n ?a:rxn I I.SIn Material Specifications 40200 MAIN ROAD ORIENT POINT, NY 11957 ERICSSON 6610 SITE CONTROLLER Packaging andWeigl SHEET NAME ERICSSON RBS 6672 BBU EQUIPMENT DIMENSIONS: (DXHXW) 16" X 3" X 19" DIMENSIONS: (DXHXW) 1.57" X 5.51" X 1.26" v„ DETAILS NEW RF JUMPER(S) FROM RRU WEIGHT 22 LBS WEIGHT 0.28 LBS o � 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# 2024.00980040 T at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 ERtCS�ON Rectifier PS-CONY-48-24 . PowerSh ift PD1.V2F Supply,48/24V CC 20A Convefter panel,19/23 in,1 ! Rif high,with four 2LFV DC GMT f ,- use outputs DESIGN DreLOP, CONSTf;UCT J t I 100 E.WOODFIELD ROAD,SUITE 500 i'to adififion fU ttL{twing jxnver cC)rimimptian Efnd to-wey'ii8 • , SCHAUMBURG,ILLINOIS 60173 Pmer FnNvowpu{Connect-Piug an:.P.a t7�Tzi iifina Cost, e&lrer'"hi '2-effici rYiy rvailiers gjfer • its fum tartcr saes tuck space ardipaa:a in vrst g dt'sets TEL 847-908-8400 • !Jnr.�ss t+t ta'Sail rrt,1?tting ta^..^,.ke{�(cr 79 cft?3 inch cv ETSI frame nxas�t�tg COA#00I6859 £fat n a xewr cs Superwr 1wrfor-1 ance and ifl7Etb?Ttpre74TIZ.wd T£&jbif@fp_ www.fullerton-us.com ets;•r r;264,w^Crs 3i?'n.S'S.>n:a-"'u 3a-mtxa{y52r sS`9 .zSna.;`.h tYx O ixiCP¢ ni £'4 • BY 4S VOC to-24 VDv"rr_v cenv.pter REV DATE DESCRIPTION «�€ A 03 O5 25 PRELIMINARY MS • 14 73 m tt sack nr3unta� • t--��.:�s,�ak�wzrsxFa Ttya �.,,� • Ccnip:,c>.1n'iJheicrt B 10 06 25 ISSUED FOR PERMIT RJ �,as,.�'�-;tsa�a..o:T°a€r.�c:wrs, :�...�t..ia��tt��s.. ti..0,.�,*»{:.,�3 «.�t2`:''._d3�.;,�,h;•,.� �a.;;._re,.+....�.�b:�*.��;,; ; {t':•a3�C I qsW:xr�i(43<a=lY'D,'".GPRr Pt,-s<r Ouf{tuts i£a.1 tam 4 J._7rvl.Pr°'G:o-;:ofa r '^sf Cli:tJ w .l&�yi{l;:?'s's t� #?.;:S3nIi•-^.skitC'+-fiC x. t^:0lNC dry Contact iva'rfiai4 . I'TTiad ;.:. � :5a ;;- ,:... • LED s1.mALs.bch,2 C>eFn-Paves On i Rud•A;wm ind:; stcr c. acir aomw r1£,::Lr`,r. t� �-t F .dt.-,y �,,;• Product Classification I HEREBY CERTIFY THAT THESE DRAWINGS WERE :t1z� 'ur-at t -^ a.=.C3:Ca t.rI * "5 r�r 2.471n x.,,arr:Ct z-o cz"=7Zz C31:}-.'-^. PREPARED BY ME OR UNDER MY DIRECT ec4 ar»..?"'_r4. u' SUPERVISION AND CONTROL, AND TO THE BEST e•':ztk:1•-"I mxnttr.:"? ;J,Av�j.-- y+.:.,.. Product Type DC10C Corvettes OF MY KNOWLE BELIEF COMPLY WITH THE REQU PLICABLE CODES. • p:tr-a;r- '..arCa:st;r ProduetBrasid PciratirSt,ifiJ I (\ ItSC e,. General Specifications ����` t AY Coku y.1tm'i fRr°.L 70a51 p ` Rack Type EIA119., Rack Knits 4 o y •`i e I cl-t ` sa=xh o.ua:a s-.u,. iwyx.z..�:a r Dimensions „ -'L'.zr.ZTT;f+'.a.'.;atL".a Height ,v•SSmsn ) 75it, \\ y wAyt4xii kYa.,$„-,S$tL{`.."'.Yaf",,:C'.CS : io Width »38:5 trsn 17.25 in Depth 177.6mm I :t;n ElectciCal Specifications SITE NAME Input Current.nanuna, 125A EAST ORIENT POINT input Vattago Range 40 to-58'ide . Input Voltage,nominal •18,ildc Output Current Range 0-20A. SITE ID: ouW gent,new"al.d� v S I NY009226 Output Paver Comedians,quantity 4 i2 ._.. -,�-_ __ ..... .,..,..,.....:.................»,.» ..........,....,.... Output Voltage,nominal 24Vde FA NUMBER: 10107374 s zs tc tr�.n c �•z a e=: rat SITE ADDRESS 40200 MAIN ROAD ORIENT POINT, NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER I C-7 VERTIV NETSURE RECTIFIER SYSTEM SCALE: N.T.S. 1 VERTIV NETSURE CONVERTER SYSTEM SCALE: N.T.S. 2 PROJECT# 2024.0098.0040 at&t t` 7670 SOUTH CHESTER ST. VERTIVd ENGLEWOOD, CO 80112 RAY-38 Cabinet Single-bay outdoor cabinet(Type 4 per UL50E) __. _ !_�.. _: '<_ - GR-487 Certified 38U of 23'rack space F ^1};JL6l%8 = e3f1 01 CiTI�? leis ` DESIGN DEVELOP CJNSTRUC700 '} 4x External,removable lifting eyebolts and roof cover plugs are a uipt Thla-u eat insts a i✓^ed vrh fnre 1100 E.WOODFIELD ROAD,SUITE 500 f _ } (-24v-r--nngr=1-aav-0.stp-m,maY3 SCHAUMBURG,ILLINOIS 60173 ' 2..£+,%,rt19t:E t'e:t Odn hOUS6 Up€0'(1t) , 1. z 2x Unistruts per side is t F Y, - TEU 847-908-8400 , P or r ba.9rj Strings_;% -a?.Sw•fitt4 COA#0016859 i z i0-paaiL I groan,!bar and 12-palF rzoc*4 P. www.fullerton-us.com l 1 x Rubber pad t.' .'z , � tarrraft2l block arz u+ciu°_ad These rT:9 a,r ,- • ra'.2•-'s-ann'4'O=CxC. REV DATE DESCRIPTION BY vont 45�b r"GtS Cdn r`.c,'d uo to 181)An • Durable powder coated aluminum design to resist corrosion A 03 05 25 PRELIMINARY MS B 10/06/25 ISSUED FOR PERMIT RJ • Removable Swingout pad/puck-lockable front door with HEX gdpiDei+with Elva batter shelve f s O:Zsc F!F;g fE1iOCTn:ASOs"t Swingout pad/puck-lockable rear door for equipment maintenance Each sha(f hau-Qs up to C2)+24 V cr.( /installation purposes 3 V bat=4'y`=trlryws , C-,R-47 and S£isrn;rl 7Gng,rz<npl:ar'd I HEREBY CERTIFY THAT THESE DRAWINGS WERE �„.+.ya .ti.`"_„:.• y,`�". 2,e-d-'�'� .�;,�,_.-,_,y> -a_-: PREPARED BY ME DR UNDER MY DIRECT F1aye3p �v,�mm.,-a:rt,::..w•�r�a,,:a.w,-.•ffm.:.nr•.,r =x •mdi�..ca> ..la..-,:..ruY7-re,�_-+rcn rt,f.a tie..zcz.+ a SUPERVISION AND CONTROL, AND TO THE BEST t?h'eC{.7a?t9- F24L^4?» r24 Y tkq)11W Z7i Ba,asy CaWkIl OF MY KNOWLEDGE AND BELIEF COMPLY WITH cr?x Xs x_7 9Q0ft- THE REQUIREMENTS i�OFf1ALL APPLICABLE CODES. .. y._...•—�„,_,.s„•,' EK;C>''$7'-•rJ C+'fcZ. Dr"VPav 4f•_..-5l„ �rIei.+�•S\ i7 CIPDXC&.Y..GNcZ)•24V02f?F,_,"v5 f,` 5; C�\'` /�'r- /��Al �• - • <' t�1l r}1� F TIZ= -4e Y ie°.7¢DC tew FV1 Ba—ry Gips '. ' " Cabinet > >�� � RAY-33+ § �� 8 - -' a0° (rx r=Y(6)-a V r y s trg5's Z 1 x +7 f ----t.4• i_-tc.r ._. 14� ,r l,� ., -TG'%�r �r -•tt� �;s "-__, �i 1 at • i' : _ .1.4 •y ri-'....1'.TcP.•."".c L.L 1 REAR SIDE i _ I —- -� — _ #� - w.X• ,u ;: e. �- { O�ify, 'Y r` �T, �Y _°•-,'6J i 1201 I� 25.49• L _ - ` _Y!ti' C;TS dSl Gig 90° 29.5• t ;JE2ic'Y30 tirA • I (;t:!5Lj'i�•x'b'�'tL't,�;a::, ��GT3Gf Er Li t F`.. a �,; - :.J:;16AFT. .. ystaL'++ Fn�4.i8_'--3k %T:iYL:O SITE NAM --- i ;r s 3_. N.A h?:C t,1✓t a'.l¢}-!'O EAST ORIENT POINT k_a-Is na IS 7,mpt2cal-'vM:et'lE4'w'>r (72_-" '01 -1:" 1 Ia.r_ 1 2s.a SITE ID: • ___--- - --SO.Sp'_. _ _.._._._ '90^ 29.8" 120° -I �D�.51� ! SINY009226 !_e FA NUMBER: L 26.3T 'TRIM B� 10107374 -;wlttl fCnID1'3b1C CO'+C/5 SITE ADDRESS ;lyyt;a� +nu,mmm�u.•,Mw o.,.crw ear arnn,.a-__�......•. r c-ac.n.,c..vw.n nv:m�,..amncq.,,�wv,o:R..«.c.,.w<<���:nvn i:w.irz: t 40200 MAIN ROAD ORIENT POINT, NY 11957 SHEET NAME EQUIPMENT DETAILS v my i I Rr 77 SHEET NUMBER C-8 RAY-38 CABINET DETAILS SCALE: N.T.S. 1 BATTERY CABINET SPECIFICATION SCALE: N.T.S. 2 PROJECT# 2024.0098D040 at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 {���r �vet:3irtsetcon tiasfait3ti0ra r.3gi4r-=3ti�n Shin-i^ G Powe7 - zH ii m ©[` - v ti'ir,xc.r��sl:re S..:i�:- -�t;ra3'�tt •.:.ias rs,°ct sr�„tc+xs'�a a P.t�...sut: SL.7�3 t ��a+uni�^•i gip:".�r rjasr�can 'r'iLA eks r*11�s=s vrt.trcr r,,,,,� r�rrs ;ra r sr.;-axl:r.,at�ttscenc._>v!JS COT L,rSf+j 'wi Ci`Y ` ?W [f4.at'°-':l1 S+ °M C.XT�`E.C�',Sxdti 2i Yhtic'. eG[_.? nLi51Q1 -z ift_>;ia',txcf nVnw,x<Psxe C'."c--V'f&OCIt •;t '4mrs ar3»rwI mme ttfr,N c+.r�'.3:[{' �ce v 1th 111 xL •'Ste' ,it �zui gxiy?a'bra- ULvx°c&cv4r,x_td :I111LTe m;?L'is.?."s ,s;p'(r;xss�5rKf-_s-_a s;-o};; '.ststr�.zY?:A ^ysr"a�mrTd£�Sy`SG. vSLe"m AGM.rar°ar,:n 3"xi ipt�e:case of as;�tifia1 scrw:�nys V Ilrz t vngv d�fs[lr •Tr,as Eqr i:i sysLamD:p,,L ar :itVtiE Kw2? ct- Y-1 . "af�!�qx -si�m a±"tdcz;t.st[*[Stl�".r t'it r11 SL'16cbi uhttzK3 EGw".+1'-a °-an w-^sue] -:fr4?. ,intzz°ft.,0-0, .a rcir,.s ierlis'�urr a..r3 s d"t"^lrU p Fs..Yu"rr•E'f¢S'°:dtC[�38ttisc. Gsra:1 4ro7 2jxxT r t 3. 'n Psxr, 6r.CD'C;to G^"G t - F1"S»!.r1f"e": 1s hut+tp.µ,�..-'1 S*13r:L anal DESIGN DEVELOP CONSI-Ruc,�+ V2XaY1 • ;ct to ns as ,_. ;r pl n, r�f a pray 1100 E.WOODFIELD ROAD,SUITE 500 SO-tva,$, brA, f z4 _„e�, e, SCHAUMBURG,ILLINOIS 60173 cogr c yr TEL:847-908-8400 COA#0016859 www.fullerton-us.com Battery so�t�ri31�S if€catlrsns ■ �F �. REV DATE DESCRIPTION BY Range Summary A 10/05 25 PRELIMINARY MS � gt,I,oy ��,` ��„ � y�11� te.�fr ' � � '"�tm�eNl.� B 10/O6/25 ISSUED FOR PERMIT RJ 'Cosh i«ta�we tr ili'f tMM� vcas Jg17dt �. ten+Wae �Iuedat-$i�ri4+� f #3mcS IKtNsI f�STgWS f sesev a 12 31 31 ti.9 era 29 57 e-N ifiy 327 pas ista too cram a.37 tax 4di tea a_i: cci ta;an ie15 7.:8 The outstanding f"oI rgrSafes SAS Front Terminal 5350"F St 'iF tip il" s.a a7 7.`a ta. m? nA fire e.G aA" a.cs %to 61b-2"ol0 a.5i 2"a.at 1r7 am ♦I� i e, mm battery further extends the technical leadership Of 5w814F L •1 ;2 i2 IID rn as W t•14 _'at .49 Ito swo 7a rraU 2nt 2.25 1,*110 2:7 143 2M 1.0 2136 13A I HEREBY CERTIFY THAT THESE DRAWINGS WERE PoworSafel SBS batteries range-f ow afe S8S sescitF a is 2x x te4 417 a! its cat gas Eta i'7e r1? �s Vert i.:p aE5 215 6!5 63s 1.36 iSa lay 43A MISUP RV ARE C UND ND ATO DTHE IRE CT OF RlOW E ��c COMPLY WITH Front Terminal batteries retain the benefits of 608100F a 12 lu iv, tsa re a3 lee 113 233 71.1 12.6 Via s.e re6w +31 a-m ixs i5-,ass t.>a,n zw as.: 2,tA TH BLE CODES. Thin Plats Kura Lead(T PPL#technology such A (0 sus I12F 612 ct2 tit 23t 5ct a7 `5 2.56 2z 9:A si.E 25a9 5 >.o taaM 1.31 ra IiL' 141 elA it7 2.z5 51U f4A 238 0 `/♦a $85 145F a 12 x45 KS 17.8 4y3 88 1F2 9.3J 2b." }45 47.s 41a5 16 'l.@S4 1r5 d.51 7:6.3 tak:.33 2.3 346 438 73A 3" as tong-life,high-energy density and superior v C! Ss85 Se'?a, F 14 ,6 r53 i7.9 4E3 89 t72 ia9 2:4 117 52.8 37m 23 tStl R/ 2.45 3,27 ..3 12n 364 20 3M La1 78.7 31.8 +� shelf life.They also deliver exceptional cyclic see 1710F 6 :) i74 170 2211 sw: 49 141 TIA za $16 slIA 2-w 39 tram 9-S P.22 `u.F tiS o. 411k SYD Aos E24 973 performance in both float and fast charge stsssarF a 2 m ;� 220 st: 49 sx5 :2a 31e In63A ss tas18 a.sa a� aS,3.1 3.� u1 A"�2 484 applications,even in the hottest and harshest operating environments. -as Bar-6a w,sm CI3F sss tew-122r US 4SS trr5r-19U p g 53 9 tf art y'Cc9 e: 1 1 tk5_ Where wnvcrukarcal valve ReguUted Laird A6d 4VELAV Absorbed GLirs Ni.',(AG7.1t tx3usries stru gfie to cope with :� ✓ ���` r'•���i S2Lr,8't rtSSb20C Ccstf ttra3`satas ha r-h canditio s and frequent power out3 es,critiN cam» iifu[ti¢te SUingC gtsta is t3vatTabie TPFL tecflnoti y makes PowerSafe SUS[vanades the laeifm!n W• seahiUan far Pie challuiiging cparsting mrdA ens of w ay'- TO fear shelf up tt3__oentn mtrat on na[r�rka_ f,--' �J��y'� f �t SITE NAME 5R 4228 caxarti . ` � "'y . f o1, ::fel SUS bafteries are dmigned to the hirghes•quzsEtp _ �P-eve Ic7r°sf servi�tattffa _ s �., �_ ___ ___._ � � EAST ORIENT POINT standards,V.itta a unique manufacturing g b«profiid'zr flu h.rmiwdQtt3i$1 and EyClittij C tfltil) superior energy{and power,high peTtomtarm area .rentEl aeii�sb ity.There is sa;utntitute for PaweTSafe`511S Fratit Tcrzmtsat baitcri'r^s. t [. SITE ID: SINY009226 FA NUMBER: 10107374 �- -ram « •• �� SITE ADDRESS �/�W t,asn r 1 st+ r52z swe�mielaa.e e+ rc.,us rxa.,:�e�i B-A.-,7A IsLli.ri$A aak z� pa onxae4u^..;°s;E' p 40200 MAIN ROAD !Visit us at vt ww.enersys.aofn �p � � i$t6�a`�" etc"a"�"�d ""�"'ems ORIENT POINT, NY 11957 .p.6r;.`A..1i�7 LtL.ESdiia aY33 II SCC:tvr.Ft+ °wen.H..w^ren nimp•m n o.a+^q wieetg rti.D.r3a+'A er..aA*msxts ma tuiva!tpnvmtia2drt SY�+fi1:SF .a =�.��xi•v„i a m a" "Maas. SHEET NAME EQUIPMENT DETAILS SHEET NUMBER BATTERY DETAILS SCALE: N.T.S. C-9 PROJECT# 2024.0098.0040 at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 STX61742T-43 I E14FIOP63 SOX61923420-43 E14F1SP29 *-S=SN Compact Twin•fir iplexer 617-960/169S-2700/31iDO-4200 MHz,4.3-10 Compact Quad Qlladpiexer 617-960/MVS-WCS/PCS/C2PS-C-B2nd, connectors DC ran 617-960,4.3-10 connectors • Nevi C ;Wu%on!O wuoduc z SG,i 6GS z Cand • Nleve[`c r Fa Solution tc In rode e 5t' s 5l,rz tand � • BTS to F e±er and e s r•i.an' a U r, • T"•to i ct aidfe �s to n > ytt n r • Netis 23.1G annec fcr rr Dssc.E rt p�fc T unr_e a:.3rze reductian • _=t 'a- } cnaeeeets fGr um wed i ih9 f stce ti az r duct�an • c.'-olkl...t`: :S"tilfGtif�1T 031 kT¢r frC L•Ani j}Crti • •'ic)AISG, r-n Icrer freq4erc f r20f1S DBSION DEVELOP CONSTRUCT I • Suitable%T araca tirnit»d agpli-cations Ire 14-zao ill,Larrio Yrte,Conzealmextt Solution and * swfOEls fv sparce NmIW_d ap €Ication,,1*e 1/ -:rc C,�Ii.I arrp rile.Gonceainia rrt SONtion and 1100 E.WOODFIELD ROAD,SUITE 500 f facet aA' f•1acm$t, SCHAUMBURG,ILLINOIS 60173 • ideal Ors l ce Il alapt;catx� • Ideal f•r gr. cetl nNpl,..at'ana TEL•847-908.8400 COA#0016859 ,.7 www.fulterton-us.com Product Classification Product Classification REV DATE DESCRIPTION BY C` L.E _L 03 05 25 PRELIMINARY Ts- cKType T.-plax r Product Type Quadplexer B 10 06/25 ISSUED FOR PERMIT RJ Ceneral Specifications General Specffications color caw Counnon Part I" CC&IM1 Common Port Label CCfvv1t'1 1 HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT AND , AND TO THE 1.lodulasrity 2-Twin ModularityZ'1 L4a^ OF MYISION KNOWLEDGEOANDOBELIEF COMPLY WTHT THE REQUIREMENTS OF ALL APPLICABLE CODES. WiniUng Pale I Wall Udounting Pale i 'Wail tsauauiag.Pipe HHardware ���pa(21 Mounting Pipe HHardwareare Band�at,;� OF NEI(?! d y RPnteeetnrInterface 1.3-10Crsrsla RF Connector Interface 35"19 CC rnd 0 . RF Connector Interface Body Style Lana rrEeA RF Corvi ector Interface Body Style Lana necx � ��� • �. r Q � (1 IJtET'IenSionS Dimensions Helga t 118 rrT 1 4 6,46 in HeIgM 117 rnrn I W5 in width 223 rs�rr 1 3 7':n Width 1'i+ z, 16.#ia to 0.94s 3` 9 1� Depth 57 rrrr. 1 ?2,14 In [D_" I El Tns I; 1 7.126 in Ground Screw Diameter 5 fTr.1 1 0 147 in Ground Screw Diameter 5 mtrn I .a197 in SITE NAME htat acting Pipe Diameter Flange 12.6-122 sir, F4otmtln9 Pipe Dlameter Rana 42 6"122 rer; EAST ORIENT POINT Outline Dra-,Mng Outline Drawing SITE ID: SINY009226 FA NUMBER: 10107374 SITE ADDRESS 40200 MAIN ROAD • • ORIENT POINT, NY 11957 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER STX61742T-43 DUPLEXERS DETAILS SCALE: N.T.S.Ll SQX6192342Q DUPLEXERS DETAILS SCALE: N.T.S. 2 C_ 10 PROJECT# 2024.0098A040 at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 ERIC►-SSON 4 5 6 7 @ EEI FPL-AB _ rAk)n TRIAD FLUSHED MOUNT 100 E.B? DFIE CROAD, U E 1100 E. AUMBU G,I ROAD,SUITE 500 DESCRIPTION PART — QTY SCHAUML 847- 08-840IS 60173 TEL•847-908-8400 COA#0016859 TRIAD—FPL - �/4" www.fullerton-us.com BRACKET ASSEMBLY PART i — Q 1 f: 6 REV DATE DESCRIPTION BY A 03 05 25 PRELIMINARY MS TRIAD—AB — 1/4" HRPO PART 2 — QTY: 6 B 10 O6 25 ISSUED FOR PERMIT RJ GUSSET ASSEMBLY 3/6"x7" A36 THREADED ROD PART 3 — QTY: 6 DRA 3/8"x 1--�1/4" A307 BOLT PART 4 — QTY 1: 6 � H PREPARED TBYr MEAORTHESE UNDER MY INGS D RECTERE SUPERVISION AND CONTROL, AND TO THE BEST Tv OF MY KNOWLEDGE AND BELIEF COMPLY WITH 3/8" HEX NUT PART 5 — Q 1 �: 6 THE REQUIREMENTS ICABLE CODES. 3/8 FLAT WASHER PART 6 QTY: 6 / �/, d Y40 3/8" LOCK WASHER PART 7 — QTY; 6 3 II TOTAL WEIGHT y61.7 Ibs POLE DIAMETcR 6"0-11"0 SITE NAME MOTE: EAST ORIENT POINT OR DISH Wireless L.L.C. APPROVED EQUIVALENT ' SITE ID: 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. PROJECT# 2024.00980040 at&t 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 ERhCSS�N I 'n DESXlN OPYE:LOP CONSTRUCT'P 1100 E.WOODFIELD ROAD,SUITE 500 SCHAUMBURG,ILLINOIS 60173 TEL:847-908-8400 COA#0016859 www.fullerton-us.com REV DATE I DESCRIPTION BY A 03/05/251 PRELIMINARY MS B 10/06/251 ISSUED FOR PERMIT RJ KN�a-c„✓•-,t3-GiY Y cdD 5J' f'/+4vw1-e3-OIY a-Jc}t 1 Aii.i"-tA-91Y 1 ijYSJ.WG(Y iA-tl[v i r "'"'" - 1 HEREBY CERTIFY THAT THESE DRAWINGS WERE ...... t--I PREPARED BY ME OR UNDER MY DIRECT SUPERVISION CONTROL,OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIRE,E� �IICC�ABLE CODES. mI c4 2_ a , .t -tltYt tl t n SITE NAME EAST ORIENT POINT huSatxaa.Atlw 3ti•a• Mkrt-e>G-rtIJ� S 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.IST-0"AGL SCALE: N.T.S. 1 ANTENNA FIT MODEL BY EEI AT ELEV. 57'-0"AGL SCALE: N.T.S.F2 — 12� PROJECT# 2024.00980040 J at&t "'- -' 'SOE DATAa1FV7 WORKSNEET-iFe]OGA SITE POWER ESTIMATE TOOL M-mt: Ulm 49VPRMARYVOtTAGEOCPCAI(TSPECfffEU FA: NVIT314, t24VOCEQUIPMENTLOAD: In WATTS 12AIM5 e+24V ESTMATEDSRrMA)(,ACLOAD(AMPS): 95.33AMP5 7670 SOUTH CHESTER ST. US®: U711 ,i -.�I JBVOC EQUIPMENT LOAD: 14750 WATTS 274 AMPS at 48V ESTIMATE 2DOA SERVICE SUFFICIENT ENGLEWOOD, CO 80112 _ LooaOon Name: EA57.tMQR.PpIT. 's'"':'a 58VDC EQIRPMEHTLOAD: 0 WATTS - 0 AMPS M-58V Dam Calo Com tired: 71TFQ025;;::..:,, u,,.A»:� EA18S(4Z22Watls)ATPRFJMYABVREQUIR TO SUPP0AT24V.00 COIN—ER SYSTEM ESTIMATED AC GEI4 CAPACITY REOURED: 15 KW Completed BY: Enns 0J.". lr{T0. ;;g::-,:- TOTAL PRIMARY 48V LOAD: 15172 WATTS - 281 AMPS mow PACEJOB ID: GINYOWAS'. R.ao"v e210CPP ."'. e f�,s .4. - OC PLANF.`Ementn STD-18VOC Cl."..,« 3 NetSe 512 Sot 52gA t@0139f7 RECOMMENDED 3-TONSCOOLING Job OeIPtion: WraoalL)C'i4m ITKW kwif., ; D E Aw (7121V TAIL DaOnY Cali l A.f 48V RECTIFIERS REQURED ItN t): 10 SPECIFIED ENVROMENTAL SYSTEM: 0-TON Mi T ;,�„s - SALFIESL TS-NIG T3 14 ESTMATEEASTDNCNYAC NOT SUFFlCIENT ERICSSON !* .:_• a .: - a CONY.TYPE:UNNERSALSLOTS•Ri6M 3RECT SLOTSlSNELF CAN BE ItSEO FOR CONV ' sZ4V CONVERTERS REQURED(IHt)s:: 2u Fie)d Notes: R,9mewlQCgrie43/KWRct:M Sf -;M' :. Ree+ �4�2alart.,nBee Ye,el t > -' '� r ESTIMATED BATTERY RESERVE TIME prwe`1 FLI1M 5^i'�.'- 5170 AN48Y STRINGS c 4,38 HOURS Id lWlat tLt0t61M BATTERY RESERVE) S EP 1: I4TERQWt4TRFS OF QUFM !T OC ARNG VOLA E: ___. _-.-c- ':-•:"-.'=+�-�n-.:" a<- _-:• OfT EAcasm - -' VGETAGE W427s I QTT' ALU{ lia WILT0.GE=11BATT5 OIY - P(MCPA Or SCP 1 EQPT. t WLTACE WA7T8 !C,TOU OC C�A-070t1'ulFP uli I=1A'z.G14�OHrl�tt•;v7Ehidti-ji rT STEPL ENTER OC PLANT TYPEFRO DROP OWN MENU: LIE 40 a MW"td EOtIFMENT LTE4Ga DYlld....... a Anlrra 112 nnoov'e—pa FRA -) 24 0 'CCY uR)Ui SERSPECINEDOCE(UPMEN VDLTAOE WATTS (`) ���+++...qqq F (GENERIC 42NOI-M"PLAMUN SESEt—o YO K AXYuAIN—I"'R9 m pmv) 0 E—son LTE RBSeeol BB -I DUL 48 0 0 IA-LU 9926 LTE e3U(WnuK.3.CEMw) 40 0 0 A�—135 l•2ao%1G10 M 0 0 48 ) 0 �� {j TJ E—S73 Imopr time hem .0 0 Lh<sron L l E ROSOW!SS •2LILL ds a a Nola FSM-a(:tuss�;LIEA.PA.ASIAIO,ABIaXSI 4E 0 0 d9 0 - J Y, PWI, 0 Erntpn iVECD1AA R95CfAI-1 OVW 48 0 0 Ntla FSM-0Cl,ssa lSG-AKIWA5443.A31W1 d8 0 0 arv/x4121roor•.1pa FRAME) 7A 0 0 { 1. 0 DESI^�C4 DE°c°FLOP COD.1'a T-RUC7 l7 �IDC PLANT CONFIGURATION CAN BE REVEN'EOON DC?CANTWOe2N5HEETj•��-i— 0 E—LTERBS6e018BU-1DUS 48 0 0 INkQFShWCtas IC-RA"hl]AASiLK3,ABID:3) 4B 0 0 P---W vent Mpale 24 0 0 { 48 0 STEP ZA:THIS STEP ONLY SHOWN IF-GENERIC-OC PLANT PLAT TYPE HAS BEEN SELECTED: 0 Encsson LTE RBS8WIOBU-20US 48 9 - 0 Pauern—IZO Wan Modla 7A 0 a 1 1 49 o 1100 E.WOODFIELD ROAD,SUITE 500 0 Fmson%A01 40 —9 .'t 0 Po+<voata lBO l4atl hlo . 74 0 0 48 0 a E awnLTERSS5218 48 0 ">I'"- o j 4B o SCHAUMBURG,ILLINOIS60173 e FC14PIMCxa 48 0 a CCII TYMOABSCPAMoWe M 0 0 I As a TEL•847-908-8400 sTEp28: THIS STEP ONLY SNOWNIFTYCOGPS2424CCPLAHTPLANTTYPEHMIIEEN SELECTED: .V m30BBUCud 48 0 0 CCI125'WIDACSCPAMb0.2e 24 0 0 1 da o COA#0016859 0 e5a9 Cud 48 0 0 IB a www.fullerton-us.com 0 e476BBU Card 48 0 0 40 0 STEP 3: 00YOU WANT TO ONFIGUREA STANDARD STAND-ALOffe OC CONVERTER S TEM N 0 )PASt BBU CuO 48 0 /"+"''. 0 d0 0 NOT.!ff YOU SELECT"Y ANYINTEGRATED DC PLANT COIPJEHTFR CPTIGNS WILL BE BYPASSED 0 6873 R,.a. U 0 'I2TY ANC4'RYCE EQQUPMEFNT VOLTAGE WA7T8. 0 1 { /s ) 0 REV DATE DESCRIPTION BY p 7499U Cab 48 0 .,; a 0 48. a 0 41 0 s=aeus,eepn9ra 48 e 0 48 0 A 03 05 25 PRELIMINARY MS 'TF:"1Ce72 BBU Cud 48 315 •�:" 0 A.L APR-glop Vs—*SN -Mls M 0 TOTAL USER SPECIFIED WATTS: 0 B 10/06 25 ISSUED FOR PERMIT RJ 9 A-LyMPR.asOOMv+anp«u�v.onu w 0 o:,�•a�, _ 0 MPR•a500M r4PT-HL41rACu) 49 0 ',a, ..•�•j:soi^•— STEP3: 1 I1a300 BIAWING/SHELTER 91 L A: -=-.24 02HD 5"59i500 d8 286 - 150uarefeotageusedlof)ntnkr AC[ighrmg LOAD eakublion) - - 0 - coMWR-2941 SVD 1 48 0 ttl'�Oun=i•Y.tf uLi•Iee•TiFcr.6i C<zt::Vuor�u:x0^ta11P[TI SELECT SREENCLOSURE TYPE BSIZE: Legacy A 77 B{VUT 'Radio Herds VOLTAGE WATTa. 0 Coro SADASR-001 48 0 CA USERSPECFEO ACERUPMENT .VOLTAGE 'KVA. -0 1 48 0 0 Ce:o 15310E ISONETl41U% 48 0 0 0 0 ) 48 0 0 C400 15454 MSP IMV2 R-r9 C«:q.) 48 0 0 0 I— ) d8 0 - 0 0 I HEREBY CERTIFY THAT THESE DRAWINGS WERE STEPS: EtITER SITE NVAC SYSTEM DATA: a ) 48 0 9 Tn:•P054m LMU IEpi,)' ; 'd8 0 o g PREPARED BY ME OR UNDER MY DIRECT a G�'F —Lmueti -43 60 0 0 SUPERVISION AND CONTROL, AND TO THE BEST ryP• also tm o 4a o a GENERrr Hydzw.A Dart« 48 0 o g OF MY KNOWLEDGE AND BELIEF COMPLY WITH SPEC TBIp ALCalhngU Uc LR: 0 48 0 o GENERIC FET cony 48 0 0 e THE REQUIREMENTS OF ALL APPLICABLE CODES. SPECIFY INDIVIDUAL Cooing UMTICNTLR: 0 ) E 0 0 0SNER,17 R)(aR 40 0 0 0 SPECIFY INDIVIDUAL Copan UIODCNTLR• 0 _ ' 46 0 0 NG400-TNIA SYL fr'9 ) d8 0 0 ._ z ..._. •�0 a P \� 0� S FY DIYOUAL Coating UIOTICIRLR: 0 { d0 0 0 G'ERb TA1A S L+rn 4a. 0 0 0 SPECIFY INDIVIDUAL Cooing UIaDCMLR• 0 p 0 0 GNTER C TowY (DC) 48- 0 IOTA USER SPECIFlEO NVA: 0 SPECIFY INDIVIDUAL Cooling UPJt1CtRLR: -.+ PLEASE SEL"-1 A V72.0 COW iXUAA/1Q11 0 A a 0 fC o2911 da 0 :a.<-.,:. /- ARETHERESITENVACHEATINGUNITS? N OTY IRairr - a p s - ''� T /y ® W48. 1267 0 4B 0 �•,�` tV� �� 3 W'tOUI 12 A11ana1 ,,.xe ,«�:Y'b# 0 48 0 .'t.: LY 12 Cae.nal 24 =-1 320 TOTAL SPECIFIED SITE NVAC: 0.ONS ESTMATEDHVACREOUIREMEIR: }TONSCOOL9IG .Ti<}::OUT „448� iaN- '(. .� .48 A284 0 48 0 0 LX 6Csw- SPECFEDRVAC NOT SUFFrInT g: 'lAtib+ 4a'�', 1 .<q.KL�,'. -$;z0 da 2085 0 48 0 0 LX-2f Cu--2I Al ])Z7 0 48 0 0 FL%-+2 C—c ) 48 �14040 19:WAG-w9h Gen-Con0o1 IS SELECTED USER NEEDS IO VERFY GENERATOR RUN ALARM 4 48 0 0 48 0 -1. RAY.18 Can.. ) d8 � I5 WIRED THROUGH SMART CONTROLLER. 0 1 48 a 0 48 0 0 C«mmcap-a4x2iv OCCom(PS.CONVa8-24) d8DC LOADS FOR SHELTER ENVROMENNTAL SYSTEMS ARE AUTOMATICLYADOED TO THE 0 ) "d8 ) 0 0 { 4 L 0 0 Venv 48sC24v OC apmMer(e5un9utet 48 aC FLANT LOAD 0 ) 41 0 0 4! 0 - - �s,.+� q • _` 0 STEP6: ENTFRSFIE S TATIWIARY GENERATOR DATA: g 48 0 ,f•T�A� �� DOES SITE HAVE A STATIDNMY GENERATOR? R a _ 4 0 iJJc ESDMATEDACGEH CAPACITY REQURED: 15 NW 0 148 o SITE NAME 1+' 0 4B 1 0 STEP7: ENTERSITEBATTERY CONFIGURATION DATA: 0 48 0 EL CT SWGLESTRING BATTERY CA ACRY LAN): 17C '— 0 48 0 SPECIFY TOTAL QUANTITY OF BATTERY STR9FG3: g` 0. U 0 TOTALS CAPACITY MANY 850 0 .9 0 EAST ORIENT POINT NOTE.STANDARO BATTERY CAPACITY PAS BEENSPECFIED '0 ) 48 0 NOTE 12 VOLT WN3BlOG(N9TTFA 188.4 DEaRtMel-W S,4og 0 As 0 ESTMATED SATrERY RES ERVE T1-VE: 4.38 HOURS I)q SITE GIIlSEI a ( 48 0 D t a- a •SITES WITH STATIONARYGONSETS a •a 0 SITE ID: •Ey.gpM v.;-fYenv OG Ph+7REt220rA8l M+pPN'uln2w axp s.tzry ds-�..I sanxen Ca!re:ele re 7eafcr,±stets>e! a I 1 48 0 iSOAHtGTt_Ta:s S I NY009226 -AB- balom rlCl a:yacy DC:{a�.1s GJF++-32rM+�T=w.!iW:�fdxanKtlKta+et3<2'-0i:IY)s`a"tvcn'oro gfBNtv+3 9NNoa eV fE0 AH 0a'etn -ALL SITES NITHOUTA STATIOMARYGE14SET FA NUMBER: -Sta]tie e'CToe'1d ro.2,4 tx«a oI NStrr rESeTa. 10107374 SHE CU ! 1Cs •Nown—r24 2024 ANY QUESTIONS PLEASE CONTACT RICK BADGERD (M62WTT.COMI SITE ADDRESS 40200 MAIN ROAD ORIENT POINT, NY 11957 SHEET NAME POWER AUDIT SHEET NUMBER POWER AUDIT SCALE: N.T.S. C- 1 3 PROJECT# 2024.00980040 SYMBOL LEGEND: 0 EXOTHERMIC CONNECTION"" �tVLt SOLID BARED TINNED �MA VL MECHANICAL CONNECTION GROUND CONDUCTOR b W/ TWO—HOLE COPPER —" GROUND BAR COMPRESSION TERMINAL W/ THERMOWELD 7670 SOUTH CHESTER ST. ENGLEWOOD, CO 80112 WASHER %"xY4" SS BOLT ERI tt=5 ANTENNA °°® ° MOUNTING PIPE m NEW %" WASHER F �I '��r t4�� PANEL %" SS LOCK WASHER aGslcn, o t� 0P rol�sTrucT ANTENNA 1100 E.WOODFIELD ROAD,SUITE 500 %" SS NUT SCHAUMBURG,ILLINOIS 60173 TEL:847-908-8400 COA#0016859 www.fullerton-us.com NOTES: 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. REV DATE DESCRIPTION BY _L 03 05 25 PRELIMINARY MS 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. B 10 06 25 ISSUED FOR PERMIT RJ 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST TYPICAL GROUND BAR CONNECTION DETAIL SCALE: N.T.S. 2 OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, NEW RR (TYP.) TAY r -.z #2 AWG GREEN STRANDED INSULATED GROUND WIRE 090, / CIA., EXISTING ANTENNA SITE NA GROUND BAR MECHANICAL CONNECTION EAST ORIENT POINT (TYP.) REPLACE GROUND BAR CLAMPS WITH SITE ID: UL RATED CLAMPS AS REQUIRED SINY009226 FA NUMBER: 10107374 SITE ADDRESS NOTES: 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 DC 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. I NOT USED SCALE: N.T.S. 3 _ I PROJECT# 2024.00980040 ANTENNA MAST �� &t TO ANTENNAS ��° `" o (N) RRU TYP. 4• � '•� RX2 TX1/RX1 WEATHERPROOFING DOWNTILT BRACKET TYPE HS TYPE 2-rA-z p KIT TY E XA TYPE YA-2 TYP Y (TYP) 7EN SOUTH C CO801TER ST. GROUND KIT NEW PANEL ENGLEWOOD, O 80112 COAX JUMPER (TYP.) GROUND ANTENNA PER (TYPAN SURGE CONNECTOR #6 AWG (N) RRU TYP. SUPPRESSION WEATHERPROOFING KIT (TYP. SEE NOTE 2) COPPER/GALVANIZED c p V >�N� TYPE S TYPE �B COAX GROUND BAR I I �CV 0N BONDED DIRECTLY TOWER ANTENNA CABLE z�atTO BTS'EQUIPMENT (TYP.) - - - - - TYPE VS TYPE VB TYPE PT TYPE GT>. NOTES: (� — I C$ � J DESIGN OEd FLQ rQRSTR€JCT l� NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN — — — -� TO ANTENNA GROUND BAR. — — — — — — 1100 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 847-908-8400 (N) COPPER (N) 1/2" COAX 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO COA#0016859 GROUND BUS JUMPER www.fullerton-us.com GROUND ROD. BAR. CADWELD GROUNDING CONNECTIONS SCALE: N.T.S. GROUND CABLE CONNECTION SCALE: N.T.S. 2 GROUDING DETAIL SCALE: N.T.S. 3 REV I DATE I DESCRIPTION BY A 103/05/251 PRELIMINARY MS B 110/06/251 ISSUED FOR PERMIT RJ NOTE: MINIMUM OF TO BE S/S NUT WIRE SIZE BURNDY LUG BOLT SIZE STAINLESS STEEL BOLT VISIBLE (TYP) #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 INC S 2 BOLT STAINLESS STEEL FLAT WASHER (TYP) FLAT SPLIT 2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT 2-HOLE CRIMP/ (TYP) I HEREBY CERTIFY THAT THESE DRAWINGS WERE 2 HOLE LONG WASHER Ii PREPARED N C T UNDER TO DIRECT COMPRESSION SUPERVISION AND CONTROL, AND TO THE BEST BARREL TINNED (TYP) CONNECTOR S/S FLAT #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT OF KNOW ELIEF COMPLY WITH RE SOLID COPPER GROUND THE REO � � LICABLE CODES. UG ( WASHER #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT BAR A d` (TYP) G #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT STAINLESS STEEL FLAT TIN COATED SOLID STAINLESS STEEL WASHER (TYP) 7� \ COPPER BUS BAR S/S FLAT BELLVILLE WASHER STAINLESS STEEL NUT (TYP) (TYP)WASHER �. CHERRY INSULATOR '�� INSTALLED IF REQUIRED (TYP) SINGLE CONNECTOR AT GROUND BARS All S/S BOLT BURNDY GROUND LUG W/ HEAT SHRINK (TYP) LONG BARREL (CLEAR) (SEE CHART) f � :rl NUT GROUNDING STAINLESS STEEL BOLT 09\ 3 C,_ CONDUCTOR (TYP) CONDUCTOR STEEL °�tJe,%d$•i \ �'`y i LOCK WASHER FLAT WASHER (TYP) ���•;� GROUNDING WIRE CONNECTION SCALE: N.T.S. 4 DRAGON TOOTH WASHER SITE NAME (TYP) � STEEL GROUND BAR BOLT (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 A (SEE CHART) BELLVILLE WASHER STAINLESS STEEL NUT SITE ID: BARE WIRE TO BE (TYP) (TYP) �+ NO-OX AT BOTH ENDS SINYOO922V SINGLE CONNECTOR AT STEEL OBJECTS FA NUMBER: STRANDED (GREEN INSULATED) ONLY FOR #6 AWG 10107374 GROUND BAR ON (SEE CHART) SHELTER. ICE BRIDGE, OR ON ANTENNA TOWER SELF-DRILLING O O 00 O OO 00 00 00 DO STAINLESS STEELMETAL SCREW STAINLESS STEEL SITE ADDRESS QO O 000 O O O 000 O DO (TYP) 40200 MAIN ROAD (TYP) FLAT WASHER 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 USEDASHERS SHALL BE STNLESS STEEL. ALL HARDWARE AR CONDUCTOR WIREATTO TOR BEAAS FFOLLOWS:UBOLT,OFLATNWASHER,GROUND BAR,AI GROUND LUG, FLAT WASHER ANDE WASHER GROUNDING BUILDING SERVICE NUT. (TYP) GROUND OR GROUND DETAILS RING GROUNDING SHALL BE ELIMINATED WHEN SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS GROUND BAR IS SHEET NUMBER ELECTRICALLY BONDED TO METAL TOWER GROUNDWIRE INSTALLATION SCALE: N.T.S. rj MECHANICAL LUG CONNECTION SCALE: N.T.S. F) HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: N.T.S. 7 PROJECT# 2024.00980040