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Home My WebLink About1000-56.-3-15 Revised Plans Rcvd 1.10.23 PROJECT TEAM GENERAL NOTES CLIENT REPRESENTATIVE ` 1, ) TME FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE a COMPANY: ELITE TOWERS LP. / . / MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY ( (/ SEWER SERVICE POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ADDRESS I S.DURKEE LANE \ CITY,STATE ZIP. E PATCHOGUE,NY 11772 ' CONTACT: TANYA NEGRON PHONE (516)4104730 E-MAIL TANYANEGRONOELITE-TOWERSCOM APPLICABLE BUILDING CODES&STANDARDS AZIMUTH SITE ACQUISITION ELITE TOWERS L P ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PIANS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS LP. i PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS Of THE FOLLOWING CODES. ADDRESS: 15.DURKEE UNE Wireless Communications Infrastructure Experts I. IOIO BUILDING CODE OF NEW YORK STATE(IBC IOIB WITH AMENDMENTS) CITY.STATE ZIP. E PATCHOGUE NY 11772 CONTACT: TANYA NEGRON PHONE (516)4104730 2.NATIONAL ELECTRICAL CODE NFPA70.17 iI,row'ERSLP E-MAIL TANYANEGNON@ELITE-TOWERS.COM 3.2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) ENGINEER ELITE SITE ID: ALBERTSON MARINE 4.LIGHTNING PROTECTION CODE NEPA 780.2017 COMPANY: AZIMUTH ENGINEERING P.C. 5.AMERICAN CONCRETE INSTITUTE 318.14 ADDRESS 90 E HALSE'!ROAD.SUITE 101 E I F CITY.STATE ZHP. PARSIPPANY.NJ 07054 6.AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION CONTACTJEREMY MCKN: EO PHONE 973.970.0068 E-MAIL )MCKEON@AZIMUTHEG.COM 7.EIARIA-222 REVISION soumm APPLICANT/LESSEE UVERIZON WIRELESS 8.TLA 607 FOR GROUNDING COMPANY: ELITE TOWERS LP. 9.INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 � _P1 p'(`•� ADDRESS: I S.DURKEE NE 10.IEEE C2 LATEST EDITION CITY.STATE ZIP. E PATCHOGUE NY 11772 11.TELCORDIA GR-1275 11 ANSI TI.31 I CO-APPLK:ANT SITE NAME: SOUTHOLD - COMPANY: NEW YORK SMSA LIMITED PARTNERSHIP �0�� ew4 N WIRELESS PROJECT DESCRIPTION/SCOPE OF WORK ADDRESS 4 CENTERCTEROCK ROAD CITY.STATE ZIP: WEST NYACK NY 109% THIS PROJECT WILL BE COMPRISED Of: CO-APPLICANT ELITE TOWERS: COMPANY: SOUTHOLD FIRE DISTRICT INSTALLATION OF NEW EQUIPMENT COMPOUND.6'-0-HIGH CHAIN LINK FENCE ISo' Np1E0`�YWp�SELF ADDRESS55135 MAIN ROAD CONCEALMENT TOWER MESA CABINET,ELECTRIC METER BANK ELECTRIC TRANSFORMER 8 CITY,STATE ZIP. SOUTHOLD.NY 10994 SOUTHOLD FIRE DISTRICT STEEL 8 CONCRETE BOLLARDS,LANDSCAPING 8 SHRUBBERY 0 01 STAN • NEW 7T-O'z 35'-0'EQUIPMENT COMPOUND WITH 6'-0-CHAIN LINK FENCE=I n C.11Mw.�µE. • NEW I SO CONCEALMENT TOWER=1 Fdt STALE SPECIFIC NKCT PNaNE NUMBERS SHEET INDEX MESA C INET=1 WST:wwW.uUeN.coM • ELECTRIC METER BANK=I • ELECTRIC TRANSFORMER= STEEL B CONCRETE BOLLARDS=4 AS SHOWN �^WAS ME fKM SHEET NUMBER DESCRIPTION • NEW TREES.SHRUBBERY.LANDSCAPING=T.B.D. Z01 TITLE SHEET SOUTHOLD NY FIRE DEPARTMENT 5 OI 107/23 CLIENT COMMENTS 61405 ROAD "" 'WS 4 12/1 V22 CLIENT CDMMENTS JCM JWS NEW FIRE DISTRICT PREFABRICATED EQUIPMENT 3 O6AIR2 CLIENT COMMENTS WPK WS I N NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATIORM=I I Z-03 BULK TABLE NEW FIRE DISTRICT CONCRETE PIER=4 2 05/IN22 CUENT C—ENTS JCM JKM Z-04 ZONING 0'RAD?S PLANATION • NEW FIRE DISTRICT PTP ANTENNA-I I 0.HNS/21 CUENT ConMENTS JCM JM Z-05 VICINITY PLAN SOUTHOLD, NY 11971 0 ?2123,21 —E—COMMENTS WK JWS Z-06 VICINITY PLAN VERIZON WIRELESS: E 10/15/21 RVASEDKRCOMMENTS GIB JWS Z-07 500'COPROPERTYOWNERS LIST INSTSUFFOLK COUNTY EQUIPMENT 2'TERY CABINET. PIERS CABIN T,PPC AB EQUIPMENT PLATFORM, C 05/03/21 RE`/ISED PER COMMENTS WAS JWS EQUIPMENT CABINET,BATTERY CABINET.TELCO CABINET.PPC CABINET,WORK LIGHTS. Z-0e COMPOUND PUN DISCONNECT SWITCH.CABLE BRIDGE PANEL ANTENNAS.RRH'S B DIPLEXERS. REV DATE DESCRIPTIONHICKE Z-09 EQUIPMENT PLAN Z-10 ANTENNA PLANS B ANTENNA SCHEDULE NEW 2'-0'O CONCRETE PIERS=6 NEW 20'-0-n 10'-0'STEEL EQUIPMENT PLATFORM;m I Z-1 I ELEVATION NEW EQUIPMENT CABINET =I A'RE OF NEW MCABINET NEIy Z-12 CONSTRUCTION DETAILS-I SITE TYPE 0, : NEW TELCO CABINET=I `n Z-13 CONSTRUCTION DETAILS-2 NEW NEWPP CARK INEr=I LIGHTS 2t lE Z y Z-14 EQUIPMENT DETAILS-I NEW DISCONNECT SWITCH=I 150' 0" CONCEALMENT POLE NEW CAREE BRI GEANTENNA 3 Z-15 EQUIPMENT DETAILS-2 / NEW PANEL ANTENNAS=2PER SECTOR 6TOTAE Z-16 FIRE DISTRICT EQUIPMENT-I NEW RAH-3 PER SECTOR 9 TOTAL NEW DIPIDCERS==I PER SECTOR 3 TOTAL(AT EQUIPMENT) g70FFS51 Z-I] FIRE DISTRICT EQUIPMENT-2 NEW TRIPLEXERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) Z-IB 2007 INSURANCE FLOOD INSURANCE MAP AERIAL MAP VICINITY MAP NEW TRIH-EXERS=I PER SEC TORS TOTAL(AT ANTENNAS) JEREMY K McKEON N NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 •�,y J+ ! iti�r :,� ,, AREA OF WORK li IS A NOUPON OF UW FOR ANY PERSON, Y. A SV E UNLESS THEY ARE ACTING UNDER THE DIRECTION •f OF THE RESPONSIBLE LICENSED PR E DIRONAL SITE INFORMATION t• 8 � � " AREA OF WORK ENGINEER,TO ALTER THIS DOCUMENT, PROPERTY/TOWER OWNER NH l NAME: BUDD'SPONDHARINAINC. c ` SITE INFORMATION: ADDRESS: 61405 MAIN ROAD : H� RECEIVE CITY,STATE ZIP. SOUTHOLD NY.11971 SITE NO:ALBERTSON MARINE DISTRICT: 1000 SECTION 5600JA wt i •�' . N 10 2023 61405 MAIN ROAD SUBJECT BLOCK/LOT: 3/15 'y. l '� SOUTHOLD,NY 11971 Albertson Marine.Inc CONTIGUOUS - r' -..-S�E'� +'�`+•_ `.. ? Bee�eea�, so ttho� f_TTOWN SUFFOLK COUNTY LANDLORD-OWNED LOTS: 13A,1.]Z LATITUDE: 41.076024 '�f � y PaSITE TYPE: Planning Board LONGITUDE -71406034 tjaC 150'4"CONCEALMENT POLE LAT/LONG.TYPE NAD 83 +�' 1 - A: M IP ` �.. aNU HENCINEGwNt: V FEMA MAP BASE FLOOD ELEVATION= b'AMSL - 4 >rrwuH�o mn�wN rs FfscRv�n y a' tcA.c Al TMR pe�A -T10—S o FAAIA GROUND ELEVATION= 5'AMSL -F''4 4 ' :-, Z:=.' gbAuHor�"i"11 11 •n TM T. u`TEI psao� EQUIPMENT ELEVATION= 3*ABOVE GRADE "4j r YREUEn uP .wr p:TMw:nR�EIwREss"RirrtM coxsD°r s AnwTN r xEmixc s..uc. AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE 8 EQUIPMENT COMPOUND A� ZONING/JURISDICTION: TOWN OF SOUTHOLD } yE,i Z`�. SHEET TITLE: ZONING DISTRICT: M41.MARINE II T yL TITLE SHEET Ham" is p CURRENT USDP0.0POSED USE: UNMANNED TELECOMMUNICATION FACILITY _ HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN SHEET NUMBER: HABITATION.HANDICAPPED ACCESS NOT REQUIRED. 01 Z-O I P FCE IN/En m � JAN 10 2023 N I Southold Town Planning Board ^ZII�IUTH s E-NGIN EERING P.C. �_ gY08 V PROPOSED 70'-0"x 35'-0"EQUIPMENT 9.6-_"L O:�l OFDpF'&WD`pN WEUN ,� COMPOUND(SEE SHEET Z-08) ELITE1T01UE•RSLP rcrRe..or�uncn Inhasvurwo Farm. SAN-p=_ _ =-_ _=p°_,.o AI - =- -`` 7 _ W A169 Z:: TRAC S D_O ��R+� N57° i1 --_ a =--S-- TFasa 59 _4.5=-5--=-- 6.9R - a7 EFu- - s--4 -- - - SOl9TH06.D. TF6.14 ��4:3-� � SLOP__-- �h_ *O--o - __ �_ _ 154-0"t - --s"', - `--= llc u�-- -42_ 61 TO NEAREST BUILDING N ADJACENT PROPERTY OF SIDPE --x'4,3---r`==�y,•-- -__-�-__o V- �`` -- - O P'S, 2w __` U- 4.6 80'-0"t ,...Q�{� \ 4' To _ -- -R3 TO FENC �lJ(}-• 3. i N.. ,� .Q 9,- F-38�; -__'-- ---__ a _ E COMPOUND O-C 1F3q `> tl) 113'-0"t ver1Z0nv , 4.7 TO CO I NOTES: N I h10EALMENT POLE C 4.4 4'3• - 3.9-_ _ 4.5 1. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING * O I QI 3.5 STRUCTURAL ANALYSIS. . 0 Z D 4.5 _ F,• I ^ PROTECT YOURBELF 2. MOUNT ALL ANTENNAS. COAX, SURGE ARRESTORS, RRH'S. ETC. IN ACCORDANCE 61•9' m I rn ' WITH STRUCTURAL ANALYSIS. ✓ 4.5 D- �•az-z�zad-- - 1 4. . 4.4 Q II ^� Called>.4R"ey [r Z \ - VZURC DIRECT PHONE NUMBERS 3. TRUE NORTH BASED ON GOOGLE MAPS. o o z FF4.56 TO I FOR STATE vs T:xxw.cAueII.COM 4.6 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. m I �RFST qs I `"" °" ° 0.0, : AS SHOWN WAS JKM 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND = Y I ~ FRSFCT 5 01/03/23 CUEMCOnMENTS JcM Jws SURVEYING P.C. SIGNED 13Y STEPHEN E. RAVN P.E. LS. LICENSE #49664 & m 47-0^t i 39 70�(RO 4 1714/22 CUENTCOMMEN S JcM Jws DATED 10/24/18. 0 47 TO FEN CE COMPOUND , A00� 3 06101122 CUENTCOMENTS WPK JWS II2 05/10122 CUEM COMM DJTS JCM JKM 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. Z W TO CO 86'-0^t o^ 1 04105121 CUENrCOMMENTS JcM Jws 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR GRAVEL NCEALMENTPOLE i Y 0 1243121 uvnEomconnENTs wPK Jws PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY F HIGH 1 STORY I Z N E 1415121 I-Emmc-mmTS1 GJB Jws SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. z I z o Eo TF4.55 METAL* W BUILDING z C 05/0321 REVISEDPERCOMMENTS WAS JWS Z ® 4 O "O w "arP° 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 5 //61405 O y REV DATE DESCRIPTION MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE 47 ^_ U 4.3 o z FACILITY FOR BOTH FIRE AND INTRUSION. -- I a.a 43 6 0 41 g4'Pq�DFNEyyO 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE - U 7 yR ! IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: LL o z * y a A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS 4.0 AND REQUIREMENTS. ~ `gOrFssloR g B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, 3 I 4.4 L J STANDARDS AND REQUIREMENTS. �_ o.H.O. JER i'I K McKEON o M 4.25 v to --._---___ FF4.3 GF4.64 M w^ 10. CONTRACTOR SHALL CONTACT 'NEW YORK UNDERGROUND PLANT LOCATION w / a.4a NEW YORK LICENSED PROFESSIONAL EV PlFlT ""' �_. _ (N -,�� ENGINEER-LICENSE NUMBER:095374-1 SERVICE" AT 1-800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN P aJlrr J472 4.o a THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. ? Il) __ 4 ___ °W� 407' vl IT IS A VIOLATION OF LAW FOR ANY PERSON, M - 4.21 /�/ !� UNLESS THEY APE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL 11. CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY Z ow ---- ENGINEER.TO ALTER THIS DOCUMENT. COMPANIES REQUIREMENTS. � CONC. ASPH. 3.76 TF3.71 _ SITE INFORMATION: 12. UNDERGROUND ENCROACHMENTS, IF ANY. ARE NOT SHOWN. �__ ---- 332 = - _ I SITE NO:ALBERTSON MARINE 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 4.03-____ -3.88 EA 3.65 339 3137 EA�- 3.51 PRE-CONSTRUCTION CONDITIONS. 547°26'27"W - a - 200.00' TF350 61405 MAIN ROAD 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER (S58-31'00'W) - ---- SOUTHOLD,NY 11971 RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 4.33 4,z6_.- Dri 4.1p ---=: 3.96 -. 3.96 Dri _ 4.03 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD SUFFOLK COUNTY IMPROVEMENTS ARE PROPOSED. SITE TYPE: 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. MAIN ROAD (N.Y.S. RTE. 25) 150'-0"CONCEALMENT POLE 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. COINRIGHTO-.ATIMUTH ENGINEERING P.C.LLCAW 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL CONSTRUCTION LEVEL TIS Efl-NG AND Au He IN° A¶w°cDNTNNm HEREN I: O THORMm FGR USE ONLY BY THE PARTY TOR NH011 HE DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE oRR rAs WN MG D GR s MI DRAMNG MAY NOT BE COnm.REUSED.DSCLOSED. DRAWINGS. °wmeuTED oR ROU.uP°N„-.1 �PGEE ^ UNDERGROUND SERVICE ALERT-NEW YORK 81 I • mwr THE EXPRESS NRI m H 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND UTILITY NOTIFICATION CENTER OF NEW YORK i °'1ONEfltOdG P'C''� z (8pp)272-4480 SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & WWW.NEWYORK-81 LCOM [�� DATED 10/24/18. KnOwwhah below. PLAN&NOTES Z CALL/-ING DAYS UIU1YN014CA1T0N PRIORYOCONSTRUCTON Cali before you dig. O N r PLAN I SITE PLC11� 'SHEET NUMBER: w GRAPNICSCN.B 20' 10' 0 20' 40' Z-02 SCALE I I"=20'-0'FOR 32':34'DRAWINGS11 1 ^ ¢ _ ON PELT) SCALE.1/2'=2tl1Y FOR 11'xIT DRAWINGS a REQUIREMENTS OF CHAPTER 280.70 ZONING ARTICLE%NI WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COMUES WITH SECTION(1)(E)AS SITE S ZONED MO 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROMDEDAS M PART OF APPLICATION SUBMSSON O � 280.70E GUYED OR LATTIOE PMENH45UPPORT STRUCTURES PRE PROHGffED COMPILES (& \ 28070 F. ANTENNASUPPORT STRUCTURES SHALL.NOT BE LOCATED W THE FOLLOWING AREAS WITHOUT A PERMIT FROM ALLJURGDCTIONALAGECIES' 18070F 1 H GFOUNS,TDAL MGFRESHWAT O COMPLIES AZIMUTH � ZI w A l 1T� 2MM F. LANDABOSFURHASEDWWATER HIN tOFEETOFTHE SURFACE COMPLIES ,\ I\v/I U I 280]0 F.3 IPNDS PURCHASED WITH COION"A'AP0.ESERVATON FUNDS COMPLIES 28070 F.4 COASTAL EROSgNIWMD MEAS Go LE5 EN[3IN EERIN� P.C. 28070 F.5 DESGN4TED PMKIAND. COMPLES FALLZONES.ANANTENNASIPPORTSTRUCTUREMUSTNCLUOEMAREASURROU MRTHATSFREE OF OTHER STRUCTURES A D MFRS WHERE PEOPLE CONGREGATE,EXCEPTTHE BASE EQUPMENT,WITH A j,l RADNSEOUAL TO ADSTPNCEOFTWOTWESTHEHEGI OFTHESTRXWRE.ASM% FP ZOA WYBE ALLOWED IF SUPPORTED BY A REPORT SUBMITTED BYACUNJFED STRUCTURAL ENGINEER.HE 3W'FPLLIDNE REpURED;23'-O'FftOMNFMEST 28070IS STRUCTURAL EN'GINEER'S REPORT SHAT BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURE ON PROPERTY:STRUCTURAL REPORT CORROBORATEDBYMPGEPENDEWCONSMTANTHREDBYTHETOWNTHATDEMGNSTRATESTHATA PROVIDED AS VARIANCE TNCEREQUIRED Of SUBMSSroM, ELITE,TOWFRS LP SMALLERFALLZONESARPROPRWTEADEAFE THEFALLZONEOFMANTENNASUPPORTSMUCTUREMUST VMWCE REQUIRED Y:a�nc Jorvn.m:al,m lnrvc .wi+ExPrLc NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASESTATIONEQUIPMENT. _ 280701 ANTENNA 6l1 RTSTRMTLIRESNTHEL4LO,M.MLB.AN MMNNGDWRCTSMESUWECTTOTHE FOLLOWNG RESTRCTONS 280701.(1) MNWUM LOT SM:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE EXSTNGNONCOMPL.VNT:%u MMhUMLOTSm 80,000 SF EXISTING LOT G 41.N6 SF c PROPOSED MONOPOLE HEIGHT:150'-(Y SOUTH®LD 280.701.(2) M4XIMUMHEGHT:80 FEET. VMIA CE OR WAITER REOURED 200.701(3) MINUMD16TNCEOFALLWRELESSEGUPMENTTO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS B-0'TO ADJACENT PROPERTY UNE SHALL BE NO LESSTHM SO]FEET. SITE DESIGN STMDAROS.ALL WIRELESS FACILITES,INCLUONG CO-LOCATIONS,SHALL.BE THE LEAST VISUALLY 2M70 N. OBTRMS DESGNPOSSGLETHATALSOPERMITSTME PLICANTTOPCHEVERSSERVIOENEEDS.TOTMT END,THE FOLLOWNG OESGNSTAHGARDS SHAELARPLYTO PLL WIRELESS COMJUNCATION FAQLRIES INSTALLED OR CONSTRUCTED PMSUANTTO THE TERNS OF TMS CHAPTER: 0] SETBACKS.PNTENNASl1PPORT STRICTURES MID EQUIPMENT FACOJTES SWHICH ERETO THE SETBACKS (REFMTOSULKREOUREMENTSCKARTONSHEETZ- ��'�O� 28D N. FORPRNCPALUSESIN EBULKSCHEDULEAPPLEABLETOTHEZDNEW WHCH THE STRUCTURESARE �) LOCATED,UNLESS OTHERWISE NDCATED ELSEWHERE W THS CHAPTER. SIGNS SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SONS DISPLAYING CONTACT INFORMATION MDSAFETYWSTRUCTIO ,WHCH ME REQUIRED.SAFETY SIGNS SHALL BE NACCORDMCE WUNAMERICAN SITENFORMATONSGNMDRFSPFETYSGNSTOBE 2MTON(2) NATCNYLL STANDARDS BSTRUTE(ANSO STM)ARDS FOR RADIO FREQUENCYRADWTIONWARNMG SIGNS. INSTALLED ON EXTERIOR OF COMPOUND FENCE PROTECT YOURSELF CONTACTSGNGSHALLIDEMIFY SERVICEPROVIDERSLOCATEDONTHEFACLTYMDSHALLNCLUOE . NCRMALAND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FRE SQUARE COMPLIES FEET N SURFACEME0. Gw..wabelow. BULK REQUIREMENTS FOR ZONE M-II (MARINE II) BASEAFINIS STATONEOUTOTHAOFADTHE BASE STATION URESNPNEMSHELTER TYANDSHALL BE CONSTRUCTED WITH FOR STAN'Ndry CHAIN TURR.TO LE.ANY NEWLY CO STRUCT ED BASE EQ PROPERTYANO PT-ALL B EL GATED I FOR STATE IST.I C DIRECT PHONE NUMBERS ARCHITECTURPLSttLE.MYNEWLYCODYMCTEGUR EQUIPMENT TSHELTER SHALLBELOCATEON NST:WVAV.CALL811.COM PCCOPDMCEWTHTTO MMM IM HEIGHTMDYMDET PARING SPACE MAYBNN'G PROVIDED FOR SERVCE iO NOSED.THISMECURRENTIN 28070N(3) THESUE,ANOU TO TW NGTC FOFF-STREETPEEOW SPACES EDTO NTEOR-MOUNTED PROERATIOTHSWLLBEEPROPOO VEHClES.NOTWITHSTANDING THE FOREGOING,BASE EOWMENTREIATEDTO WTEROR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS ALL wN Br aTO 6Y WR ELESSFACLRIESSH4LLBE LOCATEDNMAREATHATGSATSFAOTORYTOTHE PLANNINGBOMDUPON Sc AS SHOWN DRA WAS cnE JKM DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS COMDERATONOFWPPCTSONPDJACEMPROPERTIESPNDMMN®NGVSUPLO.IPPCTS 5 01103123 CLIENT coMMD4Ts JcM JWS MINIMUM LOT DIMENSIONS B EEQUIP6EMLPND6CPPNG.ASCREENOFEVERGREENTREESSH EEPLANTEDOMSIDETHEFENCE 4 12114/22 CUENTCOMMRJTS JCM JWS 160,000 SO FT• 41,346 SQ FT NO CHANGE NON-COMPLIANT"" OFTHEBASEEOUPMSMMEAORSHELMRTOPROVIDEAV6WJ.BCREENORSUFFER FORADJONING AREA PRIVATE PROPERTIESMDTHEPUBLIORGM-0F.WAYOROTMRVANTAGEPONTSACCESSELETOTHE EVERGREENSCREENNGTOBEPIAMEDMOUND 3 06/0122 HENT COMMENTS WPK JWS WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PUBLIC.THE SCREEN SHALL CONSIST OF ADOUBLE ROW OF EVERGREEN SHRUBS AND TREES THATARE OF FACILITY DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES 250.70N(1) SUFFEENT DENSITYAND HEKATTO IMEOKTELYSCREEN THE BASE EQUIPMENT FROMVEW REQUIRED 2 05/10/22 CUENTCOMMENTS JCM JKM PRONTYARDSETBACKME SH BELANDSCAPEDMGNCLUDESMUBSPNDTREES.SIIRVNMOJTYOF COMPLES MINIMUM YARDS 35 FEET ±29.4 FEET 174.3 (TOWER) COMPLIES THELANDECAPNGSHR.BEGIARANTEEDANDMaWT DBYTME PLCPNTFORTHEL EOFTHE 1 04/05/21 HENT COMMENTS JCM JWS FRONT OSTALLAT.N. 0 1283/21 TENSED PE0.COMMENTS WPK JM MINIMUM YARDS SRELGHTNGTHELGHTNGPERMTTEDSHPLLSETHE6@JIMIMREOUREDTOPROTECTTHEPUBLC E 10/15121 REVISED PER COMMENTS GJB JWS SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES WELFARE.FACOJUES SMEDONFXSTWGDEVELOPWSRESSHALLBEWCORPORATEDNTOTHELGNTNG REAR 25 FEET 61.9 FEET 30'3 (TOWER) COMPLIES PLNJSOFTMOSESRES.OWSDELGHTNGSH LUSEFIRLYSHEDEDFWf ESWTHATTH MW NWS BOTH SIDES 50 FEET 102.6 FEET 1993 (TOWER) COMPLIES 2B0.TNN(5) S URCEEWTV lBL MOMBEYONDTHEPROPERTYLN.P WLGWGREFLECTEDORSHIONE COMPLIES C 05/03!21 REVISED PER COMMENTS W CHECXLD TOWARDS THE SKY EXCEPTINTHECASEOFSTRUCWRES REOUREDTO FOLLOWFAAGUDEUWS FOR REV DATE DESCRIPTION MINIMUM YARDS SAFETY LIGHT... _ SIDE 25 FEET 40.7 FEET 47'3 (COMPOUND) COMPLIES STANDARDS NADDITON TO THE STANDARDS NARTCLEXXIVMD THE STANDARDS IN 5280.70 HEREIN,ALL REAR 25 FEET 61.9 FEET 8'± (COMPOUND NON-COMPUANT•" WRELESSFA MES,W WDNGCOMCATONS,SINN.LBETHELEAGTVISU YOBTRU3 CESGN OF NEIV BOTH SIDES 50 FEET 102. FEET 127'± (COMPOUND 2B0.] COMPLIES 2A POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE RS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELLAS(8)ME NOT APPLICABLE ylpt YK11T i- 6 FOLLOWINGDESGNSTM.ARDSSH LAPPLYTOAll NMELESSCOMNNICATIONFACNTESINSTALLEDOR LANDSCAPE AREA 20%MAX 0% 4.43% COMPLIES CONSTRUCTEDTHATREQURESITEPIANAPPROWL y 5.87 (NEW) 28071A LOCATION WIRELESS COMMRICATION FAC4.RES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATON BY MAXIMUM LOT COVERAGE 30% 26.27 NON-COMPLIANT"" (5) MULTPLE PROVIDERS OR DESIGNED SO THAT THEY CM BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPILES y 32% TOTCAL PROVIDERS,WHEREVER POSSIBLE. SCENIGOFELILDING OSM0V15TAS.ALLISTING EESSUPOR STRUCTURES WMCHAREHOT CONGEALED NSOE • THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE OFERO OF REEEROWTH.A ANEMAS PRRTS RUC URE TBE HSURROATED BYAPLMTED ,P SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BUFFER OF DENSE TREE GROWTHMANTENlNASUPPoRT STRUCTURE THATGLOCATED WTMNA SCENE SITE NOT LOCATED WSCEMC VISTA / gDAF501 Mil ZONE REQUIRES 80,000 SO FT PER USE 280T1 A(6) ABTA OR SCENIC LANDSCAPE OR WRHN 300 FEET OF A SCENE ROAD.AS DESIGNATED BY THE TOWN,SHALL NOT BE TALLER THAN IO FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED COMPLIES ••-VARIANCE REQUIRED LOCATION,ORW5 ETMAl0NL1MINTHEABSENCEOFTREM JER-1N •I K McKEON COLOR.ANTENNNASUPPORT STRUCTURES W THE FORMOF MONOPOLES OR OTHER TOWERS SHALL EITHER NEW YORK LICENSED PROFESSIONAL BE BLUBGRAY N COLOR OR BE COWREDARPROPRWTE TO THE COMEM OFTHE STRUCTURE'S LOCATON ENGINEER-UCENSE NUMBER:0953741 SO THATTHE TOWER GAS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BYTHE FEDERAL 2Mn A(7) AVLATN ADMNGTRATON(FAA).P A WIRELESS COMMUNICATION FACULTY G INSTALLED ON ASTRUCTURE COLIES-TOWER TO BE PANTED BLUE-GRAY OOTHERTHMATOWERTHEANTENNAA SUPPORTNGELECTREN-MDMECHANICAUEQU WWMSTBE MPIT IS A VIOLATION OF LAW FOR ANY PERSON, OFA NEUTRALCOLOR THAT G IDENTCALTO OR CLOSELY COMPATIBLE WTHTHE COLORS OF THE UNLESS THEY ARE ACTING UNDER THE DIRECTION SUPPoRTNG STRUCTURE 50 AS TO MV(E THE AMENIA REI MDEQUPMEMASNBU YUAVBMWL OF THE RESPONSIBLE LICENSED PROFESSIONAL AS POSSIBLE ENGINEER.TO ALTER THIS DOCUMENT. ANTEMASUPPORT STRUCTURES N OR ADJACENT TO RESIDENTNLMNES.WHERE THE SUE PROPOSED FOR SITE INFORMATION: MANTEMJASUPPORT STRUCTURE IS LOCATED WITHNARESOENUM.MINE OR HAS ONE OR MORE PROPERTYLINES PBINTTNGORONTHEOPPOSITESCEOFASTREETFROMARMDEWT WNEORUSE PERMITTEDWARESDEML WNENOMTEMNASUPPORTSTRUCTURESWYBECONSTRUCTEDMLESS SITE NO:ALBERTSON MARINE AOEQUATELYSCREENED FROMNEW OFTHOSE RESDEWIALMNES BYEXIS-BULDNGS OR LARGE TREES,DELMM EVERGREENS.THE STRUCTURE WYPROTRME W MORE THAN 10 FEET A90VE SCREENINGBULOWGSANDGRTREES.NTHEABSENCEOFMMEQMTEARRANGEM WOFEMSTNGLARGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEGHTOFTHE PROPOSED STRUCTURE MAY 61405 MAIN ROAD BEWWRETHAN35FEET,PNDTHEBASEEGUPMENTMUSTBEBURIEDNMUNDERMOUNDVAULT.TWO V ^1 18071A(9) ROWS OF EVERGREEN TREES MIST BE PLANTED ENCIRCLNGTHE STRUCTURE,ONE ROWAT ADGTANCE TWOROWSOFEVERGREENTREESTOBEPROVOED. SOUTHOLDN NY 11971 FROMTHE STRUCTUREOFWAOF THE HEIGHT OFTHE STRUCTURE,AWTHE OTHERATM OFTHE H HT RELEFSOUGMASTOHEG ASNEEDED. OFTHESTgMTURE.TRANSPIANTEDTREESSHALLH WAMWFAIMCALPEROFTMEEINCHES.SPACE.M FEETONCENTER.THETREESMUSTHAVEMEXPECTEDHEE ATMATURITYOFATLMTIOFEETLESSTHAN SUFFOLK COUNTY THEWGHR OFTHESTRUCTURETOSESCREENED.SM REVERGREEN..=MUSTBE USEDTOFILLN THE GAPS W BETWEEN FOR SCREENNG DINNGTHE TIMETHE TREES ARE FLUNG N AND MATURING.THE PIANIBNG BOARD MAYVARYTHE ARRANGEMENT OF THE TREESANO SHRUBS TO ACCOMODATE SPECIFIC SITETWE:SITE CONDITONS,PNDACCOWMHTHEGOALOFSCREENNGTHEFACOJTYFROMVIEW OFRESDEMNI PROPERTIES A WRITTEN GUARANTEE FROMTHE WIRELESS FALLTTYS OWNER SMALL BE REQUIRED TO 1501'0"CONCEALMENT POLE ENSURE THAT THE PLANTINGS SINVME AND ARE MNNTNNED THROUGHOUT THE EXISTENCE OF THE NSTAUATON 280.74 C.(4) ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN V4 FEET. =4'TO NEAREST RESIDENTIAL PROPERTY CV-VIT....A111.4UTH ENGINEERING P.C,LLC ALL 280]4C(5) THE LOCATION N LATITUDE AND LONGRLOE.TYPE MG HEIGHT OF THE WIFELESS COMNUNCATON FACILITY. (SEE SHEET zm) RICHTSRETRVED NIS AND ALL ME NFORN.1.C6N-NDifM IS . .z.1.1RnCE.NLN R1Y Foil"'FOR NHON ME ALISTOFOTHERCARERSNAEADYLOCATEDONTHEFACLRY.WRHTHENII M.TYPE,HEOM, ED.TM6 280.74 C.(6) ORENTARON,EFFECTIVE RADWTED POWER.NUMBER OF CHANW5 AND OPERATING MEQUEHCES OF EACH (WESWUSZ-Il-Z-13) ORA1xNe unY NOT ISE LOPE .g5ttO5ID. ANTENNA.-LUDNGTHE PROPOSED p_U ON REUDI UPOC FOR LLG OMS P➢ARNP T ME PREIS RxWTIEx 28674 C.10 OISTMCES BETWEEN THE PROPOSED FACLITYANOTHE FOLLOWING . 18074 C.(1 (a THEPEPRESTRESDENTtALSTRUCTURE 2M74C.(10)M) THE WARESTPROPERTYLINEWRHARESDENTWLUSE ms's SHEET TITLE ALLOTWRSTRUCTURES 37- 2M74G(10)(0) ROADS,RIGHTSAF-WAY,DRIVEWAYS 1811a 280.74C.011 I DISTANCE SEE SHEET24)5 BULK TABLE 280-74C.(12) PROPOSED MEANS OF ACCESS SEE SHEETZ-0 o ELEVATION ORAWISSWUNDIENSIONSCLEAR NDEATED,PICLUDNG DIAMETER OR WIDTH OF.THE - - ------------ N 2867dG 113) STRUCTURE AT ITS WIDEST AND NARROWEST,AND TFETALLEST P004f.NCLUDMGMTENNASOR LIONTNING SEE SHEET 2410 SHEET NUMBER: r� PROTECTION Z-OJ \ zzs �.` N n'4oh Ln N 11.13 Albertson Ln r1 zzc we ea N `11 .04. 4.2 3z z� z`� U W E 7.0A - 10.1 Greenport 2°A �110 °1-P. S AZIMUTH TOWN OF h,Q age Blvd S SOUTHOLD 11.16 3.8A z� h (COUNTY OF SUFFOLK DEVELOPMENT RIGHTS) /'J ,e`,�� °` a <�� 0 A .rte• ��Ve M gD F ,e� 1 0 y 11.5 5 __ 0", 1p.¢p slrE HamletCenter �� SOUTHOLD LOCATION eOt eay coning F O a �� o O�\o\ yob r� ZONING 6.3A q y ` s `e` LO ' d q AC o C �^ verizon 't3 OUNTY OF SUFFOLK r ag \y� 3 X01 , d O ' 0 AH D oDEVELOPMENT RIGHTS) `F\ �� A 1 A(C) N ��• ` �O B HB 21.6 PROTECT T RSEtf 11.12 / a 1 ��I A 4d \A HID .,n.low. Bp o fJ\ S�,D �7(( `�`,�w ` /�, Oa SII sr�E—FIC DIRE RIP.ONE NUMBERS 8 T35 7J 1y 61 2 US LINE ••,�~�•�I� 4 �Q, J LB N ORANN R.: cNE«ED R,. RADI 161 11.2 j' a dN. .11 1.7 (C) 11 o u74 `',C i LI AS SHOWN WAS I.E.J. 1.4♦ ?' ( 5 01/0323 CHENTCGMMENTS JCM JWS ,l A 1/b�C, �� /Y LIO I 17/11/22 CDEWCOMMENTS JCM JW$ Q J1 �1 1,2 0 _� Rry r 3 06/01f22 CUENT COMMENTS WPK INS 2.3A(c ,,M z o u th o l d M I 2 05/10/22 UEW—ME— JCM JKM _^ O �ORE �/� I 01/OSnI CDENTCO 14— JCM JWS COU cke Creek Dr 0 0.25 0.5 "'II o 1723121 REYISEDVERCOMMENTS— GIB JWS .}b � OF S FOL , O) TOWN Y ,f � E lalsnl :ED PExCoMMENT: GIB Jws O � ►� ''Ot H� Rd Mile R-40 C osro3rzl SED PER coMMEN7s WAS JwS r e Ner- REV DATE DESCRIPTION s, "s COUNrr p,n R-80 OF OF Budd's Pond Custer Ave RO y« rKN F ,o0 1Q IUNDERWATER LAND/ N Parish r �— RR ` � Anch Or V i S sin R RSS, \ LO 'r 12 ,y�` `P O ,Oti 17'?' 4b 8 $ t,sJ X16D PROFESSIONAL zoF "°' �t I Rd Oc N .P g 03 O M f ER K McKEON ,� \\�� / n.; ✓ lo, ,01 a 5m\`r Q� a m ENGINEER-LICENSEENUMBER:0953741 �P\G1� \\ ". /�1 ,° �` ,,•4J 8�0 $ °� _ 1 f, _8 12 1 lee �,y ` �n ea N Bayview Rd Ext UNLESS ATHEY ARENACTING UNDER THE DIRECLAW FOR ANY TION OF THE RESPONSIBLE LICENSED PROFESSIONAL z, g' yt ie m` N OF Rd ENGINEER,i0 ALTER H15 DOCUMENT. 13.1 h!� b " d a Li ert r yin N <ePha Q SITE INFORMATION: ti ep (,2) $ ,s 28 a EdS Rd -0r0 4r "0 SITE NO:ALBERTSON MARINE B e� u, 0- 2.5A(c) o v 00 ro y 3 ti� toa ,s 14 C/1NAL e47s st'0a ,93 '"b m Z3 3 1.8A(c) • „o X21 r / 'W f 61405 MAIN ROAD CO Cedar Beach SOUTHOLD,NY 11971 '' j0 ' tM1` � °}�b��•= Q v�a SUFFOLK COUNTY a. A tx51 "zC, RD ,., _ ,,,/ 8 3 •� �� Orc SITE TYPE: o�mF yvaterTPr hard Ln 150'-O"CONCEALMENTPOLE v IA —GHTOs ENGINEERING P.C.LLC wLL OMINING "IME iNEpiMATOND CORIAN.NEREm i5 NOTE, Map Prepared by FW NTR NCEioN RAA r r REUSED.DqS I—D. Town of Southold Geographic Information System TMIAre��En UPON FOR AN.DTA PDRRDas July 29,2016 ENMNEER `" MD 1. PARTIAL ZONING MAP IS BASED ON ZONING "I```'�"N N Suffolk County Real Property Tax Service Agency w MAP PREPARED BY THE TOWN OF SOUTHOLD AREIS and Tax Map Copyright 2016, SHEET TIRE GEOGRAPHIC INFORMATION SYSTEM DATED Countyof Suffolk,NY 07/09/16. ZONING INFORMATION 0 SHEET NUMBER: 1 PARTIAL TAX MAP A E N.T.S. 2 ZONING MAP G N.T.S. Z 04 a •r.y' .} .sfeh tiry IM�."�•Y, ,, �w ��'j'- ! i_•' S •�r !. r ��` PK \ ► �_ �� Y "'rT� '4vt � ltr <* k Bt1�1 r . �� - �s�� 4� .` \ZI 1 V I U I H rtf _ F i Nt V;K } � r� f't F� .• 1•• Wit. �;a ., � .� A .. - �• !;✓If::,�. .�?!'..*? 'rYf _ �"'� �} ♦ T� -tom .Jc .: r' t'� ,,.. t ;_ I I I 1111�,��I u•i. f •i "' ti ,>� t> 1 : ft' * y" O,tAS 1 / r FIRF SOUTHOLD S �• it .4 - O '.3l f. �r • -i • F- t.. t ya�E� �r 1 #�s 'rf�, P'r O Y • � �' F�: S w r '♦ v 0, verizon `" � '•` � � - !`• �� '�� -"� � PROTECT YOURSELF _ • a., t• Mf. OW FM STATE SPEgi1C DIRECT PnONE NUMBERS ' , .I p' NSIT:NWN�CALLEI I.0011 «m ar 'j ',•��. - .__•„ T �,,. ` - f ASSHOWN 7WAS �F JKM Lf? •' . , •, ,p-Y _ 5 01103fn Uwrc,M eN JCM JWS 13/10'2]CUIWTCd RM JCM JWS '1 -Jf ��,� .�""••. �► a • } l 06101122uFM COMMENn WPIC JWS 'S L ( ^ .^'�'"_ •... t' .� - s - ,• ..` ` ♦ ♦• « 2 05110f22UE Co mM n ICH JKM `� ,« ~Y> _ , I J •QJ 5' J.N �' ,.�_ 1 0405/31 CUENTCOMMENTS JCM 17 >T �� • - �•l.i.��+-.._.•. \ F � 0 17/23/21 FD PER<OMMETIIS WPK JWS JJ t �•� �,_ �/J` Y •,j EID/I S/11 0."SED PER CCMIMENTS GJB JWS Y' " � J` . •*'\ •y/yY,' �• P''•S I'0.i• , yIlob. 1 C 05103/21 —M—C WAS JW5 •/�.�fI ,^• i. J + ry o. FFI, +1_ _ ` s• �11rr •/" REV DATE DESCRIPTION °iYNPL it �v % yYh X+a ^AS 7"r .A"' '� ♦ s�_ F� ! g�' °K rp �� :+ '?I� ,.1'`. �•,_ �` 7' �Z �."�1��-'T 1 � "-. - `a�".0 SETA�• ' • � .1ia N $P- ,a, ' ! fir r' _ � ;�. fl �fl.•'.� �; � r `JEREMY K MCKEON NEW YORK LICENSED PROFESSIONAL lA ♦ .•. �1 ,;` ENGINEER-LICENSE NUMBER:0953741~n� s•• /.�r I�- I .. Sr , }{, ♦ - - IT IS A NOLATION OF LRW FOR ANY PERSON, NUESS THEY ME ACTING UNDER�E DIRE .y ' • 4 „• J+�' s �2j T ♦! �' UOF THE RESPONSIBLE LICENSED PROFESSONI.EU .-•I ,, ' f } ; "� I 4 y ♦' ENGINEER.TO ALTER IVIS DOCUMENT. SITE INFORMATION: Jfl ' �• •• SITE Na ALBERTSON MARINE i a `e 61405 MAIN ROAD SOUTHOLD,NY 11971 SUFFOLK COUNTY • �,i v - r r'° � -r+� SITE TYPE- 159.0"CONCEALMENT POLE �. :'► 'a } �' NjrIII INE .ll�•.- • a/ a i Y1CT. °R1RAC�IFD g1Y5Tm5 rzll 1055 T .. + • _ dANW°YRY NOi B 50.05m. _!': '`•IFS_ ,r - - °:;wwi ME ow�a.nom PdRY nr1�R A DgNFE11N5 P.G.UL K O [11T nrLE i rc _ a RADIUS 2 RECEIVED z 00' PLAN 0 —._ — SnEET NUMBER: 1 200'RADIUS PLAN N.T.S. Z-05 Southold Town Planning Board a ou \ `,,_ E. --. - - -. ... ... r+T` � 'tr.6�:±F x�n!'��,k u�,,,.�r�J`a'•'� � � G � Mees �. �� •sea �4 aiE:- � a--'✓ .,. s, �, -, /AZIMUTH Y 3 .' • dry. pp y� _ •r. p � �b� J� A� �.�T Y e�-"•r.J, _.� � �dT�IL*f�','1►'�E�� -, i o S" �..!R%• 7 + y�,, t �;1j�.{t r�x - .' �Irr.�-7Yj�`` ��y'"t�� - 1�� ;�r5 _�e =� _ :s-. F:I.I 1111 N >+ rr � �r .Ae,�" .' FIRE. ' � �t►' *, r SOUTHOLD 1 f•` ,/ s. �. kv f ,7qa PROPOSED 150' O :" .4>• !, ,IC� ,iiL" ve+"_ a ■ A CONCEALMENT POLE �t ` „ i �1- verizon Y' R.SrA� �� h� i7'�� ' i� � �p� -d -.a k ,� k } rl. .i'� ! �. '"�• , PROTECT TOUPSELF i i l • ` ` a J a � 3 Y :7v+4•, 4 . JI'9. 1 � S - - * FDR RE STATE SPECIFIC WCT PNONE NUMBERS Mir— n y, )p0, • 1050• ON�ROAO A ,ei ♦, HST:—CALLS 1- s 1 .A RADIUS NEAR�T INTERSECT j/µ i {I BDNE RN B,: DFED B, � � -.TO AS SHOWN rA WAS dE JKM 5 01103/23 CUENTCO IB— JCM I JWS /may (�'f�`' P�i. t ,Yi" Imo- '1'J'~ !. �f '4_ .•' r� + 'i .: fi r 12/11/22 CNTOEN1CM1WS 3 060122 CLIENTCOMIr WRC JWS 2 05110122 CUENT CormwTS )CM JKM 1 0IA521 CUENT COMMENTS )CH Jw5 r r aT ' 0 N 122321R—.PER COMMENTS WPK FNS �• �� /�- y� e•v� Q y ` �� •.;�.� E 10/1521 E,•ISED PER COMnENn GJB JWS Z _ t.R, r._. a 05103121mPuc—ENT: wA5 Jwi -. T + _• * ~ B y` , REV DATE DESCRIPTION a ,fir r � ,�7,•L,{... �.t� ~'; �.�.` ,��k � � �� •� � +� _ -'�� • .,` [ `. fL '+�i� F" (JJ rQ.7 7 G?- _ >'• - �'l A Imp ' r ek+�• - A"'�E2 P �' 2 ��Dftss50�af JEREMY K McKEON i1Y'�•, A J�.4t F_ �t`^ti D CENSEONUMBER: PROFESSIONAL ENGINEER�� .�. - - - .• ,•+• 2 NI +'L- ��.• LEGEND -LICENSE NUMBER:09 374-I C S 5 _ v 9 O A I IS A KOLA LE S THEY E OF LAW FOR ANY PERSON, !- •• + C T r THE RESPDNSIACONG UNDER THE SSI CION yLL2 r `• •� " i r R-RO•PARKS& UOF BLE LICENSED PROFESSIONAL ENpNEEft. EATO ALTER MIS DOCUMENT. RECRTION M•II MARINE ll r/:r• . * I _• �;' m SITE INFORMATION: w � 31e SITE NO,ALBERTSON MARINE oor- •► y ifs , �.{�1 ; - 7�. _ / 107[ •�',.M t!`T 61405 MAIN ROAD SOUTHOLD,NY 11971 r S ''r`! - L a •�.�,'+R, 2.40 RESIDENTIAL FRESHWATER $UFFOLIC COUNTY •' �. ! ., (. `� `f'a +�. .;4 �!, ' 1 WETLANDAREA SITE TYPE: QF15047 CONCEALMENT POLE �� •al' • • PYRIDFlFO fiEB.ALNU'IH RING P.C.LLCALL , J + 0• - • •yam ^)( _ RICIMSR 1 iT •' y � .. •. .,T +✓^ 1 r i' AUMOIM1AD FOR --.Y. ONLY BY Tort RWNi�NAF'a 5 4 is I H�. [ .!1" • `•'., • ffl Q - �� - x ��r�� OR E C9PiE0 E SED d5QO5FD. > { 17 H yI. • ,.+ _ ! S-,. t NOTE RNN ENDNE ND .D.LLc.'tet t o r, i, '•'�• J ` �. •' AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019&ft BEET nnE' pp ,. SUFFOLK COUNTY,NEW YORK FRESHWATER z r •F.r F,• a•.. .r +^ VICINITY PIAN ' ' { t 0, WETLANDS GIS MAP INFORMATION DATED 09/07/2018 N K m 1 r ICI ITY PLA D aN PErn 05T NUNBER: RAPHICBGSI.B N.T. Z-06 a • 0 N AZIMUTH ENGINEERIN13 P.C. Albertson Marine Abutters List I ELIT[TOWrRS LP District Section Block Lot Owner Owner's Address 1P,,< .:: 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 - - F1RF •- 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 SOUTHOLD 1000 56 1 11.2 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.6 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 1 1.1 1 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.12 Angela Norton 610 Pond Avenue,Southold,NY 1971 Vel"�Z01IV 1000 56 3 13.3 Angela Norton 61025 Route 25,Southold,NY 11971 1000 56 3 14 New York Telephone Co. 60975 Route 25,Southold,NY 11971 I 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25,Southold,NY 11971 Call wlo,.puaN. FOR STATE SPEdOC DIRECT PHONE NUMBERS VISIT:W .CALL8II.0014 1000 56 3 1 Main Road Brokerage LI,LLC 61505 Route 25, Southold,NY 11971 _ :o AS SHOWN 111—V7. 1E JKM 1000 56 3 2 Emmanuel&Toula Leodis 61575 Route 25,Southold,NY 11971 5 01/0383 CUINT COMMEND JCM JwS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 4 12/14/22 CUFNTCOMMENTS JCM JwS 3 06/0182 CUENTCOMMENTS WPK JWS 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 2 05/10/22 CUENTCOMMENTS JCM JKM I 04ro521 CLIENT COMMENTS JCM JWS 0 122721 R-SED PFA COMMENTS WPK JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 11971 E 1011521 REV ED PER COMMENTS GJB JWS C 09/0381 REW ,-c—ENTS WAS JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 REv DATE DESCRIPTION 1000 56 5 7 Margaret Dato 445 Budds Pond Road,Southold,NY 11971 OF y 1000 56 5 8 Ecka Grando 545 Budds Pond Road,Southold,NY 11971 • 1000 56 5 9 Suffolk County 64 Budds Pond Road,Southold,NY 11971 �r -OB63'T6 •F 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road,Southold,NY 11971 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road,Southold,NY 11971 Jr R i'1 K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 IT IS A VAOF LAW FOR ANY PERSON, UNLESS THEYEYARE ACTING UNDER THE DIRECTION 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY 11971 OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. 1000 56 6 1.1 Eli Green&Dalton Route 25,Southold,NY 11971 SITE INFORMATION: 1000 56 6 1.2 Suffolk County 61330 Route 25,Southold,NY 11971 SITE NO:ALBERTSON MARINE 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25,Southold,NY 11971 61405 MAIN ROAD SOUTHOLD,NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 SUFFOLK COUNTY SITE TYPE: EC E I V E® 150'-0"CONCEALMENT POLE N nW"PY5RRIOGB1H11OAFN°ID DR i LIuA.RAOI7iCr1a"MBR+EIiVrRefR}I°rESFRNYiE1ARC¢nVIN°EPENUE,DvEEe nFWD.NidC9aSPQ.mCvPDmV.SRaLmPLUCn SmEA EUS .mw w'sT JAN 1 ® 2023 HEUED NOMERdwrM . DwREss xRirrEx axm+r a Awu1N z waNETRwc P.c,ue N bouthold Town SHEET PILE: a Planning Board 200'&Soo'PROPERTY OWNERS LIST z 0 SHEET NUMBER: 1 PROPERTY OWNERS LIST Z-07 a — NOTES: I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. (� 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND SURVEYING P.C.SIGNED o BY STEPHEN E RAVN P.E.L.S.LICENSE NO.49664&DATED 1024/18) 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER&ELITE PRIOR TO CONSTRUCTION. 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL ANALYSIS.TOWER DESIGN TO BE BY OTHERS. PROPOSED MESA CABINET(BY PROPOSED B'-0"x 10 R PREFABRICATED AZIMUTH A Z I p /�U T H S. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. ELITE)TO BE INSTALLED ON ,\ 'v' EQUIPMENT PLATFORM WITH HANDRAIL S 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND KIT ELEVATED T ABOVE GRADE ON PROPOSED TREE(TYP OF 34t) FRAME AND ELEVATED ABOVE m PROVIDED A REPORT. CONCRETE PIERS (EMERALD GREEN ARBORVITAE 6'-0"TALL MIN.) FLOOD ELEVATION EN O IN EERING P.C. i (SEE DETAILS 1&2,SHEET Z-17) PLANTED IN STAGER PATTERN TO CREATE — MAXIMUM CONCEALMENT(BY ELITE) 1 — (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME (TYP.OF 2)(SEE DETAILS,SHEET Z-17) — _ PROPOSED H-FRAME MOUNTED ELIT[1Towr�RS LP — TRANSFORMER(BY ELITE) 0 0 0 o O 0 0 o O o 0 0 0 SOUTHOLD O O O O O O O O O O O O PROPOSED POWER CONDUIT Q�P ROUTED FROM TRANSFORMER TO METER BANK O (SEE DETAIL I,SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE O O 0 ��'�� n — — — — 10'-0"A.G.L(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS O UTILITY METER MOUNTED IN ^T m OPEN SOCKET(BY ELITE) 0 oµ C\ D : PROTECT YOURSELF FUTURE CARRIERI \ FUTURE CARRIER Z O I EQUIPMENT AREA I I EQUIPMENT AREA Ow. H Call nMN.-GE FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK NST:—.CALLBTT.COM O I I I WITH DISCONNECT(BY ELITE) -eGNE: w TO BE INSTALLED ON H-FRAME AND AS SHOWN 1"- WAS aE JKM L — — — — — — — — — — ELEVATED ABOVE FLOOD ELEVATION 0 F — — w 5 OW3123 CUENT—MENrs JCM INVS PROPOSED FIRE DISTRICT CABLES ROUTED ON PROPOSED 12'-0"WIDE ACCESS 4 11/14x2 CU84TconnE JCM Jws PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES — I PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6'-0�(BY ELITE) 1 06101122----ENTS WIK Jws 4 ROUTED ON PROPOSED CABLE BRIDGE TO TOWER I %' � EQUIPMENT TO PROPOSED TOWER(TYP OF 1) '/ w (SEE DETAIL I,SHEET Z-13) 2 OS1Io122 CU—0— ICM JKM O (TYP OF 4 PER SECTOR,12 TOTAL) ( — w � 1 04/05a1 cuDHrconnwn JcM Jws PROPOSED VERIZON ANTENNAS&EQUIPMENT 0 13121x1 TLEvtsm PER conHTENTs wpK Jws (BY VERIZON WIRELESS)WITHIN PROPOSED O — —----- ----- — — — —— — CONCEALMENT POLE(SEE SHEET Z-09) \ E Iv1sr21 REVLSED PPxconnENrs GJB Jws --- -- ----- — -- � C 05/03x1 RensEO PER connENiz WAS o o ) J w 1 REV DATE DESCRIPTION °eYJws M1Y I O j PROPOSED 150'MULTI-SECTION I w 2 11 tE K' OF NE I I MULTI-SIDED RADOME 0 CONCEALMENT TOWER(BY ELITE) I— I IPROPOSED 70'-0"x 35'-0" y I I (2,450 SQ.FT.)EQUIPMENT I I COMPOUND(BY ELITE) 7 I FUTURE CARRIER 1 / I EQUIPMENT AREA I Hw �OFEs55oR //'l— O I ` i o o I � F- O L _ _ _ _ __ _ _ _ _ _ _J w JERiAIYKMcKEON —--------�_ ---- — _� NEWYORK LICENSED PROFESSIONAL �CC5�_T E E E�_—�L ENGINEER-LICENSE NUMBER:095374-1 t IT IS A MOLATON OF LAW FOR ANY PERSON, W UNLESS THEY ARE ACTINO UNDER THE DIRECTION �. OF THE RESPONSIBLE LICENSED PROFESSIONAL 70'-0" ENGINEER,TO ALTER MI5 DOCUMENT. PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE(BY ELITE) SITE INFORMATION: (SEE DETAIL I,SHEET Z-13) w PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO SITE NO:ALBERTSON MARINE PROPOSED VERIZON WIRELESS 10'-0"x 20'-0"STEEL PLATFORM CONDUIT(BY VERIZON WIRELESS)ROUTED FROM METER RACK& (BY VERIZON WIRELESS) WITH 42"TALL HANDRAIL&8'-6"TALL MESA CABINET TO PROPOSED PPC&TELCO CABINET ON 61405 MAIN ROAD STEEL CANOPY(200SQ.FT.)IN A 10'-0"x 20'-0"LEASE AREA(200 SQ.FT.) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) w SOUTHOLD,NY 11971 (SEE SHEET Z-09) `\\ SUFFOLK COUNTY `EXISTING BUILDING—, „, SITE TYPE: 150'-0”CONCEALMENT POLE RE C E PV E® CDR RICHTO IDU,A9LIIFIH ENGINED INC PC.LLCA RIGHlSR6E0.VED TI115 dUMING AND ALL ME PffddATON dYIiNHED HEREN IS O AUMOPoSID fGR USE ONLY BT INE PARiY FUR MHGY ME PROPOSED VERIZON WIRELESS UNDERGROUND . —.Ac-ON ro wnoM D d CERMin.rws WNMAY Nor RE wPlm.RLusm.dsttosm. W POWER&TELCO CONDUIT ROUTED FROM UTILITY JAN �1 A1023 °F A:&—. oR REUED wax FORAY OTHER PURPOSE Jf 11 Y JI ® L L d"s cur mE nPRcs wRIG —T GP Anw H POLE TO TRANSFORMER&MESA CABINET ENON—N P.n.ua !SHEET TITLE: SOUtho d Town COMIOUNDPLAN 0 Planning Board SHEET NUMBER: r� m COMPOUND PLS ORnPx E 4 0 4 e SCALE,I/4'"1'-0"FOR 22434-DRAWINGS !�-�8 ¢ _ COMPOUND j.J 1 SCALE I I/e"•1'9'FOR ll-.17-DRAWING' a I I � I I F AZIMUTH FUTURE CARRIER I I S I EQUIPMENT AREA I PROPOSED 150'MULTI-SECTION E-NOIN EERINO P.C. MULTI-SIDED RADOME L — — — —— — —— — —— — — — — — — — — — — — — —— —— — I CONCEALMENT TOWER(BY ELITE) ALT • '�� ELITE1TOWERS LP j v<au rT.."urn.N=i..vC�i,E.ta+f I I I I FIRE SOUTHOLD I I PROPOSED VERIZON WIRELESS 24"0 I CONCRETE I oEP-�•. PIER(rYP OF 6)(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED 2'-0"ABOVE PROPOSED CANOPY (TYP OF 4)(SEE DETAIL S,SHEET Z-15) I I Verizo ' iv I I PROPOSED VERIZON WIRELESS STEEL CANOPY(ABOVE) PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(rYP I I OF 3 PER SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), I PROTECT YOURSELF PROPOSED VERIZON WIRELESS WORK LIGHT DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6 PROPOSED P OF 2 SHEET Z-15)&TRIPLEXER(TYP.OF I PER SECTOR,3 TOTAL) )(SEE DETAIL 8,SHEET Z-12) FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) FOR STATE eR. 1 E SPEP C DIRECT PHONE NUMBERS MSIT:WWN.CALLRII.COY r ——— — — —— PROPOSED VERIZON r— — ——— — —, r— — —— — , / ` � I PROPOSED VERIZON WIRELESS WIRELESS BATTERY CABINET / I I Bc AS SHOWN oR^WAS �E JK EQUIPMENT CABINET M I (SEE DETAIL I,SHEET Z-15) I I I I (SEE DETAIL I,SHEETZ-IS) I L—— ———— — — — — — — ———J 5 01!03123 CDENT COMMENTS fCM JWS O \ 4 17114172 CDENTCOMMENIS fCM Jw6 3 06101/22 wENTCOMMENIS wPK JWS PROPOSED VERIZON WIRELESS CABLE 2 0$110/22 CUENTCOMMENIS JcM JKM PROPOSED VERIZON WIRELESS I RRH RRH RRH RRH `' BRIDGE(SEE DETAIL 4,SHEET Z-14) 1 0410521 CDENr connENrs JCM Jws DISCONNECT SWITCH MOUNTED r 0 17[2321 Re mPERConMENTs wPK JWS TO PROPOSED MOUNTED— E I PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES E 10115[21 R EDPERCOMMENTS GJB JWS I I ROUTED ON PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR,12 TOTAL) c 05/0321 REYISm PER.— wAs Jws REV DATE DESCRIPTION °er".c".r Q4�se of NE1yy C � 4 R E C F7arpp��•a I @`!9®�® -- JER I I K McKEON NEW YORK LICENSED PROFESSIONAL JAN 10 2023 ENGINEER- CENSE NUMBER:095374-1 T�T�� I H11 H Q IT IS A VIOLATION Cf LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION r Southold Town OF THE RESPONBIBLE LICENSED PROFESSIONAL ENGINEER,NN TO ALTER THIS DOCUMENT. Planning Board SITE INFORMATION: 13 1 SITE NO:ALBERTSON MARINE I I I PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO CONDUIT ROUTED FROM UTILITY 61405 MAIN ROAD POLE TO TRANSFORMER&MESA CABINET I / I (SEE DETAIL I&2,SHEET Z-12) SOUTHOLD1 NY 11971 I O I I m O I SUFFOLK COUNTY 20'-0"t I SITE TYPE: L - -- - - - - J L - - - - - -- J L - - -- - -- J 150'-0"CONCEALMENT POLE PROPOSED VERIZON WIRELESS 42"TALL HANDRAIL PROPOSED VERIZON WIRELESS WORK LIGHT I'll T T T T T T T T mrrRLclTro mn.WGHYST1ENc1NEeaNc ac,LLcnu s (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) —E E E E E E E E E E E CRo NC FOR use om-r Br�il¢C.I /m INN THE TNS ptAx4YG AND ALL ME TN Y ONE ON CbITNNm NERERI IS .TNminim aero au IT IS eERTInm.THis DRA HOT BE C(M I RmSFD.OISCUOSm. BIS.BU_NON ROU..._ANY a1HER PURPOSE INMt ME MR=wITTEN WNSENT CF ANWRI K ENtlNEERING P.G.LLC. SHEET TITLE PROPOSED VERIZON WIRELESS POWER&TELCO CABINETS MOUNTED ON PROPOSED HANDRAIL EQUIPMENT PIAN z 0 1 EQUIPMENT PLAN 2 0 7 SHEET N MBER: cnnT',Tlcsrwl.E SCALE 17/4'=1'O'FOR 22x74'DRAWINGS 7i-0.9 aN ELLD SCALE,7/R"=1'-0'FOR 11'x17'DRAWINGS a PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE ^ (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) "0933 PROPOSED CONCEALMENT POLE ANTENNA 0933 PROPOSED CONCEALMENT POLE ANTENNA /��I M U T H 9 MOUNT(COMMSCOPE PART NO.MTC373I9) y9 MOUNT(COMMSCOPE PART NO.MTC37319) `PF (TYP OF 2 PER SECTOR,4 TOTAL) ti`PF (TYP OF 2 PER SECTOR,4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECTOR, 0 (SEE DE TAIL 5,SHEET 3�p (SEE DETAIL S,SHEETZ-IS) 3TOTAL)(SEEDETAIL6,SHEETZ-I5) CNOINEERINO P.C. S9 y? PROPOSED 40"DIA. J. PROPOSED 40"DIA PROPOSED 40"DIA MULTI-SECTION-MULTI-SIDED MULTI-SECTION-MULTI-SIDED S�G� MULTI-SECTION-MULTI-SIDED S�G'(O� RADOME CONCEALMENT POLE RADOME CONCEALMENT POLE �3,P �Snv RADOME CONCEALMENT POLE Q�,P �v,A� ELITE1T01VERS LP,, W,F P b0 py P bo p'I. m". C I C2 4� 0' PROPOSED 6"0 PROPOSED 6"0MAIN PIPE MAST AIMAIN PIPE MAST A2/'1 !"� 0 0 0 0 ® B Bo 90 B' g2 veriaonv/ PflOTECT YWRL� PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA � MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE ' PROPOSED 6"0 MAIN PIPE MAST (TMP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) im..Nr,below. ��M..�•M..."R (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) CBIIEd>. 1. FOR STATE SOECInC DIRECT PHONE NUMBERS NSIT:wWN.CALL811.00M PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA ppp�� Q- MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE ® / "" °R"""V7 C1LFD MY: (�J (TMP OF 2 PER SECTOR,6 TOTAL) (�J�.� (TMP OF 2 PER SECTOR,6 TO'T'AL) e99Q' s AS SHOWN WAS JKM 9Y �` (SEE ANTENNA SCHEDULE ON THIS SHEET) Qy��` (SEE ANTENNA SCHEDULE ON THIS SHEET) ��e•P� �.P 5 01/03/23 cuvur CDMMENTS JCM JWS Q7 ryry0 Q2ryry0 4 12/14/22 CLIENT COMMENIS JCM JWS i JAN 10 2023 I 3 06I0122 cUENTCDMMENTS WPK IM 2 05/10/22 CUENTCONHENTS JCM JKM I 0410521 CUENT`CCn ENIS JCM IWS Southold Town " 13/21 R EDPERCDnnRITS WPK IWS Planning Board E 1"15x1 RFASEDPERComN GIB JWS C 05/03/21 REVLSEDPERCOMMENTS WAS JWS REV DATE I DESCRIPTION DRAwN o¢aED BY 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146-1"A.G.L. °PNFEBSC9LB N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2"A.G.L. °R„-B N.T.S. 3 VERIZON DIPLEN ER PLAN BELOW ANTENNAS °".NP N.T.S. yti�v K ns�._ e 2 C ' RDiEBSI ANTENNA SCHEDULE JER RK K McKEO4A NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I PROPOSED ANTENNA AND RRU CONFIGURATIONIT IS A NO AARON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACPNC UNDER THE DIRECRON OF THE RESPONSIBLE LICENSED PROFESSIONAL ANTENNA ENGINEER.TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT.CL. RRU SITE INFORMATION: SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (lbs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO:ALBERTSONMARINE a Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a NEW 61405 MAIN ROAD a RRH B5/B13 SOUTHOLD,NY 11971 a A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' RT-8808-77A NEW SUFFOLK COUNTY B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW SITE TYPE: RRH 65/1313 150'-0"CONCEALMENT POLE cc B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' NEW RT-8808-77A mPTwcnTUA2.ATRAI R ` NEE MNDre.L CALI RIGHTS RESERVED < C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW °I=°AUTHORIZED AND ° I"`°R""R°'""T"I"D'"`"D"IS AUINow„s`DC NoiRAc, Bo"'aP"i Is FOR RmEo:ms h DR-C MAY NDT'210X%DISEB.DISCLD54D. a RRHB5/B13 "' CUTT°'�-�T�-OFA- EN.- � C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW i RT-8808-77A sHEEr nTLE - a ANTENNA PIANS 61. ANTENNA SCHEDULE z 0 Z-10 a a *4'-0' TOP OF PROPOSED FIRE PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNAS ie ANTENNA MOUNTED AT TOP OF EL=164'-10"t AG.L� n CONCEALMENT POLE(TYP OF 1) 0 (SEE SHEET Z-16) PROPOSED E C E I E LDD PROPOSED FIRE DISTRICT , • \ TALL PIPES MOUNT(TYP OF 2) w\Z I w'vI w U T EQUIPMENT(SEE SHEET Z-16) ENGINEERING P.C. TOP DIAMETER OF RADOME TOP OF PROPOSED JAN 1 0 2023 CONCEALMENT POLE MULTI-SECTION MULTI-SIDED EL=10'-0"t AG.L CONCEALMENT POLE=40" SOUL 0 d TOW n FE I II PROPOSED VERIZON WIRELESS ANTENNA Planning Board T[TO\VERS LP �,.,,,=M...�,m� m..,. ,eEnms MOUNTED WITHIN CONCEALMENT POLE PROPOSED ANTENNA _ CENTERLINE=146'-I"t AG.L (TYP OF 2 PER SECTOR,6 TOTAL) (SEE DETAIL I,SHEET Z-14) PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) _ PROPOSED ANTENNA A SOUTHOLD (SEE DETAILS,SHEET Z-15) CENTERLINE=141'-2"t AG.L BOTTOM OF ANTENNA SECTION II 5 O_EP•�"� EL=138'-0"t A.G.L 1 I I1 1 II FUTURE ANTENNA j E=CENTERLIN132'.T t A.G.L. verizonv' I I I I I Vr OF ANTENNA SECTION PROTECT YWRSELF 126'-0"t A.G.L. I II v~i a �CallE elo.wn below. ,v.�.,,,.m"•w.R,.R R4s. Q FOR STATE SP 9iOFlL.81140 1 COY C DIRECT NUUBERS q U Z FUTURE ANTENNA y r+ O CENTERLINE=120'-0"t AG.L sc u I h O U ASSHOWN aA WAS mL JKM v' s 01103123 CUENTCOMMENTS ICM JWS 0 BOTTOM OF ANTENNA SECTION .� a 12114122 cuENrconnENTS Icn )\vs EL=114'-0"tAG.L III I 3 06101122 cuErrr connENrs wpK Iw5 2 05/1022 CUENT COMMENTS ICM JKM I11 1 0410521 CUENTCOMnENTS ICM IWS 1 I'+ 0 112321 REVISEDPERCOMMENTS WPK JWS I FUTURE ANTENNA E 1011521 RE MPER COMMENTS GJB JWS II CENTERLINE=108'-0"tAG.L c 05/0321 REVISED PERCOMMENTS WAS JWS I 'I DMwN cPsafo I,I REV DATE DESCRIPTION sY BY PROPOSED FIRE DISTRICT CABLES ROUTED SLOT 102-0 t AG.LNNA SECTION DISTRICT ANTEN NLAS(TVP OFEIjO FIRE 94� pY KNEp,,� ' I III t III _ FUTURE ANTENNA I II CENTERLINE=96'-0"t A.G.L. I Ijl PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON I '{ PROPOSED CABLE BRIDGE TO TOWER(TYP OF 4 PER SECTOR,12 TOTAL) _ II PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT P OF 3 PER SECTOR,9 JETS R K MCKEON BOTTOM OF ANTENNA SECTION � .III (TY NEW YORK LICENSED PROFESSIONAL Q EL=90'-0"t A.G.L. TOTAL)(SEE DETAIL 2,SHEET Z-14), ENGINEER-LICENSE NUMBER:0953741 I n DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-15)&TRIPLEXER (TYP.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) UIS A VIOLATION OF LAW FGR ANY PERSON, I I UNLESS THEY ARE ACTINO UNDER ME DIRjC:V I I FUTUREANTENN-A �- OF ENQNEER,TO ALTER THE RESPONSIB UCNSISOOCOM�S ONAL BASE DIAMETER OF RADOME I I CENTERLINE=84'-0"t A.G.L. Y MULTI-SECTION MULTI-SIDED I Ill SITE INFORMATION: CONCEALMENT POLE=40" IPROPOSED 12'-0"WIDE ACCESS GATE(TYP OF 2 x V-01(BY ELITE)(SEE DETAIL 1,SHEET Z-13)I SITE NO:ALBERTSON MARINE STOP OF BASE POLE BOTTOM OF ANTENNA SECTION PROPOSED MESA CABINET(BY ELITE) EL=78'-0"i A.G.L EB =78'-0"t A.G. PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0"x 6'-0" 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) SOUTHOLD,NY 11971 BRIDGE(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) SUFFOLK COUNTY PROPOSED VERIZON WIRELESS STEEL CANOPY(ABOVE) PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) SITE TYPE: TOP OF VERIZON WIRELESS GPS UNIT I PROPOSED 8'-0"X 10'-0"PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL 150'•0"CONCEALMENT POLE PROPOSED VERIZON WIRELESS GPS KIT ELEVATED 3'ABOVE GRADE ON CONCRETE PIERS _ TOP OF VERIZON WIRELESS STEEL CANOPYANTENNA MOUNTED ON PROPOSED (SEE DETAILS 1&2,SHEET Z-17) EL=1 1'-6"t N CANOPY(SEE DETAIL 3,SHEET Z-I5) _, _ CCP l .Z3,amtTm ..EEaNC TOP OF FIRE DISTRICT EQUIPMENT CABINET MCHIS RESERVED Tws TMAw AND Au ME proRu MDR mNruNm aFADN IS EL=10'-0"t AG.L wows—I,coNTRACTm oR IT Is LunOm.Tms a3 OWM—USE ONLY By n6�ARtt fM NHON ME PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& TOP OF VERIZON WIRELESS CABINET .-TED OR Rmm wm FDR ANY omFR PDRPasE V7 ORAMWD YAY HOi DE CONm.1E 11 Is p5CLD5ED. > BATTERY CABINET(BEYOND)(SEE DETAIL 1,SHEET Z-15) r ME owaCSs w"TrEN ca+uNr a AnuuM ENaNDxwc P.c,uc x x' ^! PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE x x-' <' - Y O O >„' TOP OF CHAIN LINK FENCE SHEET I11LE: (BY ELITE)(SEE DETAIL 1,SHEET-13) �,��r:�,'S,.k n k' EL=6'U t AG.L • s GRADE EL= V:Q"AGL t'i, <K > Y xa n BOTTOM OF ALL E UIPMENT ELEVATION 0 5'-0"AMSL x' 7' ?c2c x; ' h. : as �,`xc Q ut . ..x....x:T; EL=3,_0„t AG.L w SHEET NUMBER: 1 SOUTHEAST ELEVATION E 5 5 SCALE. I'4'FOR 22'a3a'DRAVIINGS Z-11 SCALE R/32'"I'Q FOR I IN]'DRAWINGS a FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS f 2'-0"t ; EXISTING GRADE A AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS _ _ _ _ • OR AS DIRECTED BY THE ENGIN EER OR AS DIRECTED BY THE ENGINEER II JI.,.� SII I ILII I C—III=711= 2'-4"- 2'-4"s ,0 WARNING TAPE WARNING TAPE 1 �l �� l�• Y' C,y WARNING TAPE ------ -I _ E N O I N E E R I N O P.C. --- TRENCH _ __ _ __ o O COMPACT FILL(907)OR III_- -------- III III_ -------------=III Na AS PER UTILITY COMPANY _ _ UNDISTURBED SOIL _ _ :o Z I -_-_--_- Z —-_-_-_-_ __-___-_-_ UNDISTURBED SOIL Q � I I I_ REQUIREMENTS )_LIT[1TOW[:RS LP _ ______ II= <aV,at "..w ,n+ssw: vEFY _ CLEAN FILL(COMPACTED CLEAN FILL(COMPACTED J2"CONTROLLED LIFTS) III _- -'- _,-_-_-. I I- IN 12"CONTROLLED LIFTS) I- I- UNDISTURBED SOIL tr1 i I_ MIN MIN II I.MIN MIN I I I �II�I II-L SOUTHOLD, -I I CLEAN SAND --I CLEAN SANDP�• III— III-III—III I I (1)2-PVC ELECTRIC CONDUIT 4"0 SCH 40 TELCO CONDUIT 1,0„ CLEAN SAND SUITABLE (2)4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) FOR CONDUIT BEDDING NOTE (I)2"PVC TELCO CONDUIT NOTE (2)4"PVC TELCO CONDUIT MIN 2"0 SCH 40 PVC ELECTRIC CONDUIT ve'zon NOTE: 1. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. 1. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. PaOrecT rOuaEU' 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL COMPACT IN B"LIFTS.REMOVE ANY LARGE • _ caamncsca.e cRAPRTcscv.e ROCKS PRIOR TO BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G 1 DEMARC TO SHELTER TRENCHING DETAIL TIN EEE N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL BNPE,•el N.T.S. UTILITIES PRIOR TO DIGGING. belDw. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G Callxw.,,,,ew MATCH EXISTING TRENCHING. FOR STATEM ECIM�DIRECT PHONE NUMBERS EXISTING MATERIAL&GRADE RIGID STEEL CONDUIT RIGID STEEL GRADE EXPANSION COUPLING CONDUIT PLUG sc.,E: HN BY: CnECREO eY: 3 JOINT SERVICE TRENCH DETAIL °"P EEP E N.T.S. AS SHOWN YRA WAS JKM _ RN FEET) 31 T I 5 01/03M CUENYCOMMEHTS JcM Jws CLEAN BANK RUN GRAVEL GRADE a Im4a3 CUENTCo Mn ICM JWS BACKFILL WITH NO STONES 3/4"G RAVEL STONE 3 06101/12 CUENTCOMMEI I WPK JWS ---- - GREATER THAN 6'. COMPACT 1 05/10/12 CDEM COMMENTS JcM JKM ----- - - v 3/4"CRUSHED STONE I- TO 95%MODIFIED PROCTOR. ��\\\�\\�/,• ��% ��\�� / \�/�\��\�/ Z iv ;., ASTM C33,SIZE NO.57 1 04/05121 CUENTCOMMENn JcM JWS __--- -_- - YELLOW WARNING TAPE MARKED"CAUTION-GAS MAIN" 6"WIDE UTILITY WARNING TAPE o IL23m REMS.PENC—EN wPK JWS - E 10/15121 REvaE PER connET4n GJB JWS Z 00000000000000 000000000 C 05/03121 REVLSEDPERCor4fENn WAS Jm TRACER WIRE(SEE NOTE Q <' 0000000000000000 c000 0 DMYM HE `e = ( ) _ REV DATE DESCRIPTION eY syF I ILII II L- MINIMUM 1.5"I.D.PE PIPE NOTE 2 " RIGID STEEL CONDUIT 94Ptg OF NEty g, I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. PVC PIPE COMPACTED SUBGRADE 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. RIGID STEEL TO PVC ADAPTER j 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO NOTE: 1 WEED BARRIER"TYPER" UNDERGROUND NON-METALLIC PIPING.ACCESS SHALL BE PROVIDED TO THE TRACER WIRE o A L I. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C.SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL 1551 NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2. IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL COMPLIANT IFGC SECTION 404.15.3. TO SCH.80 cRAPNTc scALe 4. SPLICE BETWEEN STEEL GAS PIPE&PE PIPE TO BE THREADED. E) GRAVEL COMPOUND DETAIL nNFern N.T.S. ; )ER -16 K McKEON NEW YORK LICENSED PROFESSIONAL 4 GAS TRENCHING DETAIL � E"E N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STUB-UP `" r; E N.T.S. NOTE ENGINEER-LICENSE NUMBER:0953744 I. PROVIDE 3"LAYER OF MULCH AS SPECIFIED IT IS A VOL PON OF LAW FOR ANY PERSON, EMERALD GREEN ARBORVITAE UNLESS THEY ARE ACTING UNDER THE DIRECTION OVER ENTIRE WATERING SAUCER AT ALL OF THE RESPONSIBLE LICENSE PROFESSIONAL TREE PITS OR OVER ENTIRE TREE BED. V-0"IN HEIGHT MIN. ENGINEER,TO ALTER THIS DOCUMENT. 2. PREPARED BACKFILL MIXTURE I PART PEAT, CONCRETE CAP I PART HUMUS,I PART PARENT SOIL s SITE INFORMATION: BACKFILL SHALL BE THOROUGHLY MIXED. 2 STRANDS NO.12 GA.GALV. 6"0 SCHEDULE 40 CARBON WATER IN 12:LIFTS DURING PLANTING. II ANNEALED STEEL WIRE-TWISTED SITE NO:ALBERTSON MARINE STEEL PIPE WITH YELLOW--\ II IN NEW RUBBER HOSE MU I I 2 STRANDS DOUBLE 61405 MAIN ROAD SLEEVE FILLED WITH CONCRETE w I PROPOSED TIMED LIGHT(RB P/N STL360H) F- I I WRAPPED AND TWISTED • (TYP OF I PER ICE CANOPY POST,TOTAL OF 4) O SOUTHOLD,NY 11971 OC I z I GRADE,PAVEMENT OR ¢ I CIRCLED WATERPROOF TREE WRAPPING FINISHED GRADE PAPER 4"WIDE,50%OVER LAP. TIED WITH Z I I STOUT HEMPCORD AT TOP OF BALL AND SITE TYPE: CUT&REMOVE BINDING FROM F F I I AT HEIGHT OF SECOND BRANCHES 150'•0"CONCEALMENT POLE 3"0xIV-0"LONG SCH.40 PIPE TRUNK AND AS MUCH FROM BALL AS POSSIBLE CUT AND REMOVE ^ 1 I PITCH AWAY FROM TREE TRUNK UPPER 1/3 OF BURLAP FROM BALL FINISHED GRADE mTrcTUGHTO MILL.A9NUTH FNGINeERTNG P.C.,LLC ALL Z CONCRETE FOOTING(4,000 PSI) Z IXNA ANO ALL ME R ITIAM-ME CONTAMIEO HERON IS ,,., F R j Oazm FOR USE ONLY BY THE PARTY FOR—THE �x9We wA5 CONTRACTED OR TD YHOY RIS CE211FIF0.finis VI MNA'MNC AlYNOT BE COPIED.REIT—.p54M5m. > © GFCI DUPLEX OUTLET WITH NEMATOPSOIL MIX BACKFILL aHsmwrtTMOR REMED WDH FOR Y OTHER PORPDSE 3R OUTLET COVER(TYP OF 2) I E M EDtENSwc v.O.Tic r OF Ar,wuTH N NOTE: Q Y II• TREE BALL SHEET TITLE: rc V-0" I. MOUNT TIMED LIGHT&OUT PER VARIES TAMPED TOP SOIL a MIN MANUFACTURERS RECOMMENDATIONS MDC CUSHION 6" CONSTRUCTION DETAILS-1 z I'-0" I'-0" 0 SHEET NUNRER: Z-12 7 BOLLARD DETAIL "FEB a N.T.S. 8 TIMED LIGHT&OUTLET DETAIL °�"F�E `E N.T.S. 9 TREE PLANTING DETAILS °II PCS N.T.S. a — a %1 • n o 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV.LOCKABLE, TURNBUCKLE AT GATE ONLY DOUBLE GATE LATCH VARIES 12'-0"GATE OPENING 10'-0"MAX VERIFY WITH SITE PLAN I I14"GATE FRAME TYPICAL CHAIN LINK FENCE NOTES AZIMUTH' III. GATE POST,CORNER,TERMINAL OR PULL POST 2 I/2"0 SCHEDULE 40 FOR GATE NCR C. WIDTHS UP THROUGH 4 FEET PER ASTM4I083. 11/4"TOP RAIL 2 1/2"CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-FI083. 25x2"-9GA.FENCE FABRIC IVVIAI 0 3. GATE FRAME:1 UTO SCHEDULE 40 PER ASTM-FI083. E:LITL TO1V[:RS LP 1Y.v.P.s..wn.n<.ww Inr...v.w"EMs CH ROD zA 2 In"GATE POST 3/16 x 3/4"STRETCHER BAR 4 2"INTERMEDIATE POST AT CORNER AND GATE POSTS 4. TOP RAIL&BRACE RAIU 11/2"0 SCHEDULE 40 PER ASTM-F 1083 NO GAP BETWEEN FINISH 5. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392 7 FIRE In"CROWN FOR DRAINAGE GRADE AND FENCE FABRIC - I'-0" 2:1 SLOPE MAX b. TIE WIRE:MINIMUM 1 ID ON A GALV.STEEL AT POSTS AND RAILS A SINGLE WRAP MIN OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, 'SOUTHOLD 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS(BLACK) — 7. TENSION WIRE:7-GAUGE GALV,STEEL STONEOVER II II T'll GEOTEXTILE FABRIC 1'-0"0 TIRE AT END OF , I— 8. GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE w o Z SWING GATE(TYP OF 2) H- 3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA '^ Z 0 9. HEIGHT=6FT VERTICAL Vel"�Z�11� MU - #7 GA TENSION WIRE, 6"0 x 18"DEEP CONCRETE CONTINUOUS O FOOTING WITH 11/4"PIPE 0 F 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6"LONG On 0 0 - LINK FENCING. x 10"0 CONCRETE ¢" 0 FOOTING IN SOIL FOR I2"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP,2 PL ? 0 ; PROTECT YOURSELF INTERMEDIATE POSTS FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) "- Z , Q below. Calle.w"m" FOR STATE SP One DIRECT PHONE NUMBERS VISIT:WWR.WUHII.COM T,N Br. FCRfO Br: AS SHOWN RA WAS o, JKM 5 OI1O3n3 NENTCOMMENms JCM JWS 4 12/1422 CUENTCOMMENTS ]CM JWS 1 FENCE SL ACCESS GATE DETAIL °QN'EEE E N.T.S. 3 06101/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CUENTCOMMENTS JCM JKM NOTE: —L 04105/2I CUENTCOMMENIS JcM Jws 12/23/21 UNISTRUT PIPE/CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME l01s/2I —REvuE o ED FD connFN s GjB JwS EDPmcoMnENTS OR P2558-35(GALV.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO JB Jws MANUFACTURERS RECOMMENDATIONS c os/o3nl REVISED PER connENn wAs Jw5 BE ELEVATED ABOVE FLOOD ELEVATION D nv wer E FOR BOLT TORQUE RLV DA7E DESCRIPTION O3 12"O.D.POST ILII yt�t�O-I K�iu 3"0 RGS CONDUIT — — _ * ',�' i'egy • (GALV.(TYP) LLLJJJ 4,-0" -a 531 METER BANK'MA' �g0fEs51 PROPOSED WATERTIGHT METER HEAVY DUTY METER NAME PLATE PIPE CAP(TYP) JER ''I K McKEON SOCKET COVER (n.� ----- NEW YORK LICENSED PROFESSIONAL ----- ENGINEER-LICENSE NUMBER:09537-1 w M Z O ----- Q U U UNLESS THEY ARE ACTING UNDER THE DIRECTION IT IS A NOLATION OF LAW FOR ANY PERSON, W OF THEONEERO SIBLE ALTER THSIS�DONMEN ONAL 0 M M IN O FRONT VIEW SIDE VIEW F TERMINAL 85.37" LUGS g SECTION UNISTRUTP5000(GALV.) SITE INFORMATION: 30.94" I SITE NO:ALBERTSON MARINE 61405 MAIN ROAD / SOUTHOLD,NY 11971 \ \//jJ I •�j%\�%\/��%\//%/%\/�%�\!.1 i Y\/%� i/ \�� SUFFOLK COUNTY Gil I G Il I ---- - -__ SITE TYPE: `o I ll J l 11•1 L------7LL EEV® 150'4"CONCEALMENT POLE I•I I'I I'•I I' 1•I1••I (•n•.1 ! a � I II J I II I o AN �, ® 2023 LI I TJ.I mII J THS DR—C ANo uL rnE wFaiY.na CON...HERRNL—+1 t +1 UC OM.Y BOY SMO E PAR ICM 11S�FlOOMDlECoN / dv"eMOBUOIED OR ED UPON FDR ANY ORffi PURPOSE DMYnND YAY NOT BE COPIFD.H.—.gSCLOSDI. 1. 12"0 PLAIN CONCRETE PIER ` AGUED ANI cjO1�� pl Town ESS RC mCWSERTOFALWTI (4,000 PSI CONCRETE) MESA PER-INSTALLED - Z NOTE DISTRIBUTION PANEL PLAN VIEW Planning Board SHEET TITLE ¢ I. MOUNT METER BANK AND MAJN LUGS SECTION PER CONSTRUCTION Dl'TAILS•2 2 MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. Z O SHEET NUMBER: Z-1F3 2 MULTI POWER METER BANK MOUNTING DETAIL °o...—.INF .T.S. 3 MESA CABINET DETAIL °"a"FEE"`E N.T.S. 4 °"o E N.T.S. RFC:FIVFD WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER JAN 10 2023 aBGUARDS J GUARDS GUARDS GUARDS o III..1I1 -T - —1 �Southold Town�:, ,,,,lL to"'="TiE,t.+::'i I N W;d1ilI11Ci111111111It11111, Planning Board •■ua,usu.. i� m I.OI.JY�u:..:�i.J,l..��-�So'. �� '� o I QI'1�f ��r � I " r- ..,�,y ;;tr::at:..:: :°n191 frr., • •Illi.�.,; L_ �___.I AZIMUTH u •,' -• • Ililq tt11 �f'flllp 591 t1 ENGINEERINC9 P.C, rfoP View] [Top Vil"] [Top View] :'.I�.16I I II.1.'.rH +— rrop View] 15(380) I 14.98 15.88(403.5)380 ELI1�.,, ER TE TO\VS L 15.88(403) r� 4 • -t Lam!, :,118111111Ihliilllhll;; : -.n 26 FSR IIIIII4411pllglllllilp �, 4UIlilll41111114g1pp !'llhl1111111111lgpgpi !'4111111441111hllill'� 14.96" 8.6"8.6" SOUTHOLD c:T-72 OP1. [Front View] [Front View] [Front View] [Front View] veriz®nl _ I O �' ••r...- ` - - EQ � � Ea]QfJ-[ -- t,, ;'j1IJ f ,{►IJ1-, �1IL'.^/i❑Lt."J1 P=ROTMECT Y _RSEL RF C - o © WEIGHT 59.52 LB mc �beel000w.UNG-RT- 8808 I -1,L [Bottom View] [Bottom View] — — REMOTE RADIO HEAD FOR STALE SPEDFlC DIRECT PHONE NUMBERS [Bottom View] [Bottom View] N9I WM'I.GLLBII.COY NOT TO SCALE s AS SHOWN °—WAS lm— JKM YC SAMSUNG-B5/B13 RRH BR04C RFVOlU D2A SAMSUNG-B2/B66A RRH-BR049 RFVOlU D 5 01/03/23 CUENTCOMMENTS JCM )w5 lA 4 17/14/22 CUENTCOMMENTS JCM JW$ WEIGHT 26.5 LBS WEIGH T=94LB5HEIGHT: 15.49" HEIGHT: 15.49" NOTES: 3 06101/22 CLIENT-14MENTI WPK JWS ANTENNA FACE AREA=2S8 SQ.FT- ANTENNA FACE AREA=4.45 SQ.FT. IMA WIRELESS-MX08Frr26S NOTES: IMA WIRELESS-MX06FIT46E WIDTH: 15.88" WIDTH: 15.88 2 05110122 CUENTCOMMENS JCM JKM " I. RRH MODELS SUBJECT CHANGE I o4ros121 cun+rconnENrs JcM Jws 1. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11.93" BASED UPON AVAILABILITY AT 0 I2t2712I RwISEOFDGconnENTs WPK JWS BASED UPON AVAILABILITY AT 'f TIME OF CONSTRUCTION. E 10/15/21 REVISED—COMMENTS GJB JWS TIME OF CONSTRUCTION WEIGHT: 70.3 LBS(W/O SOLAR SHIELD&FlNGER GUARD) WEIGHT: 84.4 LBS(W/O SOLAR SHIELD&FINGER GUARD) C OSN112 RensED—connENTx WAS JWS 1 ANTENNA DETAILS °RAr -` E N.T.S. 2 RRH DETAILS RANFEFG E REV DATE DESCRIPTION D e: "sr`° ON FEED ° pN FEElI N.T.S. NOTES: jeof NE}y POST CAP(TYP) 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS RECOMMENDATIONS AND VERIZON STANDARDS. o � s HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. GRIP-STRUTeD at w 2'A"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. o/F551 / U[z w bi 3.35" 8.98" WAVEGUIDE 21:_ = JER 1-iY K McKEON U• F NEW YORK LICENSED PROFESSIONAL c_= z CROWN EACH ENGINEER_LICENSE NUMBER:095374.1 FOOTING 2"A.F.G. Z O O O O O IT IS A V10LAI0N OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER THE DIRECTIO—YFN I IS G OF THE RESPONSIBLE LICENSED PROFESSIONAL ^ ENGINEER.TO ALTER THIS DOCUMENT. 9.G RI--�� 000 I o oG�o SITE INFORMATION: Is m III—III 111—II in I 1=1I 1= III __H��COMPACTED _ SITE NO:ALBERTSON MARINE 1,MI, VIII suecRADE ' 61405 MAIN ROAD J'-0^ CONCRETE FOOTING(4,000 PSI) SOUTHOLD,NY 11971 O NOTES: " SUFFOLK COUNTY I. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINE SITE TYPE: BRIDGE KIT(PART NO.I B24D-216T3)OR APPROVED EQUAL 15014"CONCEALMENT POLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLEGurrwcxro mn.AmGmxENaNEExlNc ra Tact ai UGH-Rse E oBRIDGE COMPONENTS. TNR DI—.AND Au THE.—AD.--ED IaREN is ADTHownDDNEr M 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, TRIPLEXER FOR DY THE PARrY FDR... E >m oR T SED. aRn"Err.nns u7 dtANWG YAY NDT RE CORED. R. DISttDSEO. STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BEMANUFACTURER: RFS p1-r TEO m ftELEO UPON FOR MY — OIHFA PURPoSE THE DwRFs aF AnwTH PROVIDED BY THE CONTRACTOR AS REQUIRED. E"axEEnwc c.a uc. S. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/IC-3L --- BENDING RADIUS OF THE COAXIAL CABLESHEET ITLE: E 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT I. TRIPLEXER MODELS SUBJECT TO DIMENSIONS: 4.65"Hx8.98"Wx3.35"13 MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS EQUIPDfENT DETAILS•1 o AT TIME OF CONSTRUCTION. 0 3 NOT USED 4 CABLE BRIDGE DETAIL 1--=— SHEET NUMBER:N.T.S. 5 TRIPLEXER DETAIL NSE N.T.S. Z-14 [OK` ECE� IVE® r-I � A L a NOTES: o N LIFTER EARS 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. Southold Town -' 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. (& n 34.1" 2i 3.8" 1 32.0" 37.8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY Planning Board 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME 0 ° O OO GPS ANTENNA O OOO (PROVIDED BYVERIZON WIRELESS INSTALLED BY CONTRACTOR) AZ I NINT I O PROPOSED RRH'Sis I 10 CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) S (TYP)� I I/2"O.D.x 3'-0°MAX GALV. r c PROPOSED PROVIDE APPLICABLE STEEL MOUNTING PIPE ELITATU1 am Lf scu.u°F.gr% O c CABLE ENTRY HANDRAIL POST PIPE TO PIPE CLAMP IR OO I/2"0 GALV.U-BOLT �;•� I COAX GROUND KIT f REVERSIBLE (TYP OF 6) �' O CABLE BRIDGE POST/PIPE MAST SOUTH ILD MOUNTING COAX CABLE(AS REQUIRED BY KITS 0 .:® j j O ANTENNA MANUFACTURER) 77 ® O OO OO PROPOSED UNISTRUT ®1 o O s O END CAP -`. 000 6AWG GROUND WIRE TO f 31� 45.5" 34.6" LUG ON GROUNDCADWELD ON S BAR ■ oON 9 ver�zon PROPOSED P1000T ESOF016-ECA01(DC-AIR/DAC) ESOF024-ECx01 CABINET UNISTR LENGTH(NU FIELD �� 95;00 NOTES: POWER EQUIPMENT • O PFOIECT YOURSELF HEIGHT: 72.0" HEIGHT: 72.0" \ p I CANNOT HAVE ANY BLOCKAGES EXC ED NG 25%OF THE SURFACE AREA OF WIDTH: 31.7" WIDTH: 32.0" A Nog A HEMISPHERE AROUND THE GPS ANTENNA. �i� ha 1w a DEPTH: 45.5" DEPTH: 34.6" ® 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPEDEIC DIRECT PHONE NUMBERS FROM A MINIMUM OF(4)SATELLITES.VERIFY WITH HANDHELD GPS BEFORE NST:www.uueN.ca4 EIGHT: 578 LBS(RECTIFIERS& WEIGHT: APPROX.690 LBS(RECTIFIERS FINAL LOCATION OF GPS ANTENNA scut: .0 Dr. arD er EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) AS SHOWN GRA WAS aE JKM 5 01/0383 CUDJTCOE4,ENTS JCM IWS 4 1211482-ENT c0E1ELENTS JCM Iw5 I EQUIPMENT CABINET DETAIL `""N4 E N.T.S. 2 RRH MOUNTING DETAIL `R" -S-E `"""C6CA e 3 OS/IGM CUENTCO-NTS WPK INS _ _ nN ETLD N.T.S. 3 GPS ANTENNA ON EtCD N.T.S. z ovloa2 cuENT co141ENf5 fcn fKM 1 04105121 CUENTCOHnENTS ICM Iws NOTES: 0 128381 REY¢m PER ccM TS WPK Iws E 10/1581 0.w6m PDLCOnnENT3 GIB INS ------ --- --- ----------------------- I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS c ovo3-1 uv¢mmcOnnEI4TS WAS JWS 4 -� _ 3 - i ----- z _ 1 RECOMMENDATIONS AND VERIZON STANDARDS. REV DATE DESCRIPTION `ev evE ]DtF'�nn1E f . 1•�•I I�1 � 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. ]DeuuACREm�scONREGwaxrs 045.00 PROPOSED UNISTRUT AS°SP DFN END CAP D (04X-080)°R REFERENCE p 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS, s��c1wY R 1.5" 6.5" • T 2 > PROPOSED 1/2"HILT]HIT-HY - HroOENINLTETA0.A 70 ANCHOR W/3.5"MIN. EMBEDMENT(TM OD 00 L ] n JER RK K McKEON UZl Is NEW YORK LICENSED PROFESSIONAL C 5 O ENGINEER-LICENSE NUMBER:D95374-1 APPLYTOROUF PROPOSED ELECTRICAL PANEL 152m Fr43u v P IT IS A NOLATION OF LAW FOR ANY PERSON. (MOUNT PER MANUFACTURERS ANTENNA B.HOWN FOR EDUNLESS THEY ARE ACTING UNDER THE DIRECTION RECOMMENDATIONS) OF THE RESPONSIBLE THIS PROFESSIONAL REF ENGINEER.TO ALTER FR THIS DOCUMENT. 1 ® SITE INFORMATION: O O SITE NO:ALBERTSON MARINE Nil BB 61405 MAIN ROAD qrL& SOUTHOLD,NY 11971 SUFFOLK COUNTY SIDE VIEW FRONT VIEW COMMSCOPE,INC.OF NORTH CAROLWA SITE TYpE; ^A °ar °W ELrcL734s 150'4"CONCEALMENT POLE oaaanaN on. wroD ND cawAm A,oilal]uws DIPLEXER wn nm ro PROPOSED TELCO BOX a �min w] CO-11T.mn.A9mVRi¢NCINeETMND PC.LLCAu *'Kcu.n.m nnm E MANUFACTURER: RFS 4Mcxrs R6ERVED R MOUNT PER MANUFACTURERS w-NEm aDI Lo gL' ' NON siDAnR9n41 ANTENNAUDUNT A MS NIAN,NG ANO ALL NE NFGRYARW CONINNEO MEN IS ( A i o THOIGZFD FIXi MSE oar ar ra PARrc Ern"Ha n¢ ,R RECOMMENDATIONS) 01YL m POWER SUPPLY: FD9R6004/IC-3L "aol.As cormAc]m oR ro"Nw Ir crnnDEu Tms .0 m 16 MTC37319 ORAwNG MAY NOT II COPFD.PNSED.p56D4FD. pwTM�TED GR RDIEn W W fpi NIT nRIER PURPpSE DIMENSIONS: 5.8"Hx6.5""Wx1.5"D r INE ExPREss"w�ml mNs]Ir�ATIMUM PROPOSED PIOOOT ©SRP", k M C E3}�,'" - """ ENVN�N .n.ue. ^' UNISTRUT(TYP)(CUT TO 4 1 _ __3 _ _`r'_ _ z m I� NOTES: WEIGHT: 2.6 LBS SHFFi TITLELENGTH IN FIELD I. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS•2 CHANGE BASED UPON AVAILABILITY N AT TIME OF CONSTRUCTION. cnnnEl-s - cRAN4lcscxe cRAmnesa4.e SHEET NUMBER: 7i-1`J 4 ELECTRIC/TELCO RACK DETAIL DNFEELt N.T.S. 5 ANTENNA MOUNT DETAIL DNETED N.T.S. 6 DIPLEXER DETAIL DN EEE N.T.S. a "! Single section Multiple Arrays Imecucs n.es�uw:eeaeai.emro.,suvmgoens_orr o a o,mR. -_ _ ____i _. _ -_ _ __ _.__-___ _ -I monx, rsw.mmwaw.nmem(w(neemalxs.,mY.lq.mweemr,.,n.asme"xea,.neemYm _____ _ _ _ _- _ _ • \ OAeoasx 3 x,mm mYrF�me�m.mleme=T-' �awamul� �mwerw!i�e+r nma,d�s.FY.aa.,a�mlao 2.Baea m.M.ennmweYleees .BD szoMH;• a aasmba osey xa•�vBen Rs�sesrt.<•s ,se: IKa_„ Ea,mmm o I,s-TnFehiW.rtPe..isCmy . ;� FAmWs, 1 2,seeewR,.�mmlemoemBlrom J w.xuMz Y>bFY�,lmau, JAZIMUTHJ i ?; onzmocrm-"-"'--__ �.._-.- .--____ a. *Is�s s¢n,um..amemrwe.*^,m ______ .__ __ __ _ Fm..,uR mrnF.a(E'B »-aro..,-Y.,wr✓ d :,sees mrmb.,a.wb�e Y.m aausz°uw _ovxrmcao.evwaor�r,msvv oeo--aswcmmoreaanommmmgeaY,es,3olmmaY EN OIN EERING P.C. OEa2uHFemTY ¢ewm..w:Am a rroa.n.<-ran axausescwr a�rrexasmR =m.else+vF emEuaa�2l:san¢ Dual section combination Dipole Arrays v_ane..T2m� DemiBNon_- __ '-_-f'-"""6Y_._-_ ru:..weas-nRralr nrn.mx mnaaaams x•�,mss,eovslrnrcm.cu-elh°sma» �'r. !J_�� omlvF .. ___ __-_ _)___-.___ _. _ snnxsw• se�rwssmEem.emreo>..+,a.us�aaaxv.,F.h.a�_aa>,w.eaFeln.ccwm ��1 racsymsaaen�wa:eaYma - I �.Lv�,axsnnaewasJ<nvmslaverapa Mf•BeatsCa'9ma Bm0a0sR_—_-- -0— 2BOa80mnm wdAemmamfroas � 1IDa20MHx 'I I� Rc9mtalCiL51 - S,F eAmSTi. - e•EtlBoomni mosmNHx Ff6' ) �_ mFRA141G BUINf >b-xS[IaTO.5m4Esslseef.Frtec ELITE TOWCRS LP N I �•• ` rpA1V•/FabimsIIOOx rm Mar.'se.etlnrL-fGttr.ViM O¢s6'Ca/Rfine'Ltr6®"iNEm RXYEBM"ealm':�a k.••Y 1,•!ixe^enmm,n¢ nn lnhaee�r4e F,1•+" Yl �a0ml ] Ss]uFle ortvua v.In Ocp ale lopes IWie°NMz Ifs DSIiCAmO@i'A'I FSP[ILQI W.W eAWbR Y-- I,BoeU omn, <0p52N,Hx .. a3SQm(H Tae ayYTI� T.`a RFIAB1ttK se-DOK4 `B-.p EIBptIulSMmns { -'-'---^-4 tillll,I. � . sS.X,ca�6mracrd.4cvrl4aEh kntSarerm�SaatSnvy.T'tanNsuurm'eE'4es'aN+n EEmf Nk:R9RlY fa Ams ��u xBsoW BCpuwe MtNmeva:o sea Baaa2nVHs l'' _1[Os.>^'a',1'Am',ICR snKNCcY K��eaY�,AbrrfPbaC4bw,gib vK,SyE]m�__�_.�._—___—_ f -- sztPi-FIB ltytta•sc,:.nlu�zsra P.. =-- .Ba4a.sT�I F1RF- •�)h�i::�+-�,'ed. [%ke0emt saW ellrolzis wnA sepv .°65AMn: vl 4 ' AYtK' r^-�40xW�esM1SakARta��Y�psp��IbCJ xebbi'yRrrt�•aq�SSA9ts4±W K•OCmaeYJ�zLIb114'r(d'b•tY4Ag903LI M,4'-L'Q<W "+' _ _ _ mm✓+mm n.e szDNH: _ �� IeNa IaDT%r.AaP•OtJ roam •sera »w.mlroAoebnnwaxaverssmbemncarmmn - omns.am. ,• aro , B„a�e�a.�wmPr.YYea. .��,,�. :ern '�aOMEseC.Ess�,d•eTw<� FmmuuoRmT L4C..LE—ar-xNS—msm,:aml _ SOUTHOLD ouocn 1,Bam otY.e aao-s2oF+H: mmtiemm,emrb - &&aura r,laELnn _. ... o,aw-.q.Imaclw v:� voartlwnxswrsYarelvmm.e: SImF•.n abwv my aea smuoevy Wecn Boad:a Vveu�Im,ramcaweclT4B CIdcaCuppY scclas. rs�m �e-•vr,.seaeaas..szl ,,._ _....___"___-_�__'-_meaIDzORvmc alsawm?.uc —s'sv_____ _.._..--_- rp SO T.lawena.Spfyyltm,nelab.B-1tomslopFIpper ltpnBite9ouR'BE9:1vade PLUS.SpeRIYSmn BeglavFpa Beam hon an 111,11 r�mNard lnlFNmya LBI]BNannOJEIWi ace:usSMm•smmO111F F Rg•wamm-l.tawu�•,e'aaoc� ,myyarE”bm:>amtslwmsmatbwm,rmPmrmnunR.e,z•:eeemtmau.s�.ar..a.mr T$� rwaemycrvbmlaccrrxsYme w.;aat•.YFsmamvuel etwFaBe umeR'dF9aar.�ie:aa�+Nnnsnmeeltem Combination ColBnear and Dipole Arrays Iawx sPoromlAn 3C =---'----'— --- -- ra EocY tbbmlts 'f+aluevainlroatilmva•ItlelNLvsr.S.zEGFina m.iranb lm�pB•a:10Yc1naA rNms�e&eee 'dmm— — ----.r_---- =----� T_..—_�, ra�.�bm� '�S�rnF�b��m�.�m� verizonif m oewe � .:IaY,BmBaYvu2eseA.mew.alwuam ox- I nmsxavtY IAni�r - Yvrmlm,mrn 1 rn 1.Ooea om. eerm BmdDer _ ,2,OaeamN,m wMmpvrele tmoa' , aoDSmMFY C6 wFUTaAsacum In-2+la>s�aaamxmbmcmr ElBpaw Senlone ntmnF,swaF ra l'smm9a:ww<1 E%WD) 1•Boge r]pxol nap.SmMHz CPOGbsD,TPIe SamvnsCnlm.Fa�l 11111T YOURSELF FYtOW aT So4aaegBVs,sY,zmBraY leNi amsmA[Hi PL'S9r+Ci1 6mnCvmY%m r.s � l E7dse) •9oBo e:smctl <m53m2tK 1 ml5eceans Inn lC{9 SSOg�.iNentcaoB.sm Opnblt M+•Rfpalsf .I. OxmmB, :,saeaoem 80.11. .mszmam r�Awlamvvaanam --below. g� oxxTer �I,easennml,m nmsmMHF 'm+°I<tmno.mrearea.bwmr+.ertsvmemm.&rel Cal I Bew.rexa'¢ NflmY—, Banti N'IIM Bcouta".a FOR STATE SPECIFIC DIRECT PHONE NUMBERS them kmv E¢t —IIMm—COL—ooIDMoMS.Trey Ompoatled Yla OVI IPI MnOIM. iy Coinc1 °Bnop9m We NSIT.N1Wl.CALLBII.COM ,5 COIR pxr7.COL150nffJmCOLll IvnFJ sof Rr.rresNBa�w Y�aY,CSsross�sskq $ Wien mdv'mpOmrlDhmLal m'frem lmd QDalOm%yar be.Imlm mklm �LO°4� aNs b dmms,r.Ya„e nr».ewrlRNbm aTVam.xmmeSVal,Yv�mm BOAIcS SHOWN WABRAvm BY .Ecxm eT: 1.svmNYRBmAsrsmmlepDmB ea mora eTc exroeTPws AS JKM S.Bpedyypr COL 'Gew aLmr COL16,WL17mCO1H e9 COlH two mmmMcrmBpec3y 4vq.¢rc+n 5 01/03123 CUENTCOMMENTS JCM JWS 4 12/14/22 CIIENTCOMMENTS JCM INS 3 06101/22 CLIENT COMMENTS WPK JWS 2 05/1022 CUEN'COMMENTS JCM JKM 1 35&520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 1 04/0521 CUENTCOMMRTR JCM JWS 0 1211321 rtvam vm coMMENTs WPK JW5 E 10/15/21 IuMSED PERCOMMENTS GJB JWS --� ,M�o• IB•I C 05/03/21 REVmED PERCOMMENTS W� JWK `-I General InSldo Cloarance-LOPS Rails REV DATE DESCRIPTION 'c °BY °BY E Weight Height 2051.11 assembled .2751hs.shipping vrcigM Width 11$�O KNEW YD,Qf' 1,1 Dcors 21625' y, 2,securedbythnrepd(dlockhlisyslem Death Z 1 .lodlsviacuStareersuppliied padbtla .See ra"Il specifications t _ sealed wfth.975,e5smenan Shed gaskem _Useebiedepth Mafezlet 125"NumiiferD Ratiltps 1 •Finish Painted dears NEW Gass Typ....1fable �y RF prnpertim flon•feace; •NEMA311(Vented),NEMA4 Vents (doSEdimp-2/C),NEr5A4X �0AES51 (v�J� 30 bolou Wee_hlop C..oor Paf.f Tesfod JER-11 KMeKEON . 14 top buvms-trlfap wre5 1000Hwr calf sJeey(Ieahnetl) undc'meimlelde •f000Heurimmcrsbn nL, 0neremoableds In top Door Opening CJearancu NEWYORK LICENSED PROFESSIONAL Td OIeM lNef padshtop l2lver p D Handles 1l°lghf ENGINEER-LICENSE NUMBER:0953741 •Zhopad<odsklg •74" W RBckinR SpecJlleaNOns ofth IT IS A VIOLATION OF LAW FOR ANPERSON, .1g,5• UNLESS THEY ARE ACTING UNDER THEY DIRECTION Rails OF THE RESPONSIBLE LICENSED PROFESSIONAL •Two sats t8•Rag rdandud Exleft Cabinet DlmcnsioLs ENGINEER,TO ALTER THIS OONMENT. (laadditionl ralsseeams9odes) Mel.Body .AlDdvee cmte0 RdghL'7&23' IIWOsleppedfmto-321hrezl Wedth:25s SITE INFORMATION: .Fachrdllsupporteilbythree R-STRUM- O'aft 34• •,12511lu's"(41'vni0e n Alumfshlcld© Spacing .Hang ft.height 1.71• SITE NO:ALBERTSON MARINE 19°or23•Rackinga'ra'labk wdlh:2&46" T-1.0 e Usable Height DCptle 36Hr 61405 MAIN ROAD Usable racift height has been revised Handles •to only fit 1.ft Opening of Ute dl¢rJ01n •PrctmdD22" ` Which oCabinet height mhms42V rate/Space Occupied SOUTHOLD,NY 11971 il�of7rarx�mdaperraese1:42 :%Vsflc2aA 7SA"se SUFFOLK COUNTY tuToWnenteellirsUpto84' DepN:37.75' °resiaBb'mueDme3o°s M;dmum28.75 E C E I `�9 � ® SITE TYPE: 150'-0"CONCEALMENT POLE TOPT<.TS'-7823' d .� JAN 1 0 2023 wrrwclTro mn,waAsuTx ENmNEmuTuc rc.LILALL FIGHTS RE 11 ST'_7< .1S 2950' MS WWNO AND ALL ME iNFORMAY0N O4.TNNED HEREM IS MAD TED OR TO MOM IT IS CMMFEO IIBs <SOP-7AST' Z95T De.w Southold Town a 1 cu DORY RWED u�µY 0•i4MR�0E'uB�POSE - _ Planning Board W Gmbr 1T.00--4 5110' t200" 28 TS' Mar ME Oe'RLSS MUTTEN OF ADNUM 2abT' bso• i 'Fr6tand Rearseti.1.1ReOowsome 3�r-3ar .TB' 2950' a epulpmentt°ackbath f,.,ti nspmlding SHEET TITLE. to 84 RU eaamn 0°O•-� 32S' now' FIRE DISTRICT EQUIPMENT•1 z !n SHEET NUUBER: Z-16 Do 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED RECEIVE® JAN 1 U t3 - REM PART NO. DESCRIPTION QTY. Southold Town _ N 1 MTC79020808.01 8'CENTER CHANNEL 4 �11�1.2BI' NOTES: 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2 MTC79021010.01 I O'SIDE CHANNEL 2 -� Planning Board 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 4 MTC79020810.01 24"X 120"BAR GRATING 4 142.72 LBi \ 5 GB-05205 /8"X L GALV BOLT KIT 32 0.01 LBS 6 5 �, ,0 / A Z I� w U T 6 GWF-05 5/8"GALV FLAT WASHER 64 0.01 LBS ,\ T V I 7 GCM03 GRATING CLIP 32 / *1AILA 1 &\ W7) ENOINEERINC3 PC 10'-0"[3048] A DETa 1-4 ALL CORNERS sruE /• \ � ELITE1TOWERS LP I /\ / ` nevve.mmm..n�e in+a,ru.tr"F..vrm y 4 1 \� / E4 z \ 10, 12Y F1RF 7 SOUTHOLD 8'-0"[2438.401 O / O�•� 'z B DETAILS (6,.� scnE ■ -- --_--- - -- -- verizon� REM PARiNO. � DESCRIPTION DIY. WpG11T NOTE NO. I GB-03105 3/8'K1-GALVBOLIKR 14 005 LBS 1 2 G803205 310.X 7 GALV BOLI KIT 28 0.08 LBS 3 GB-D52U5 I 519'X 7 GALV BOLT KIT 28 0.26185 „ 4 GWF-0131TGALV FLAT WASHER Id DAN LBS 3 6 MTC96620 PGST.HANANDRAIL 14 9.961&$ ,4 pftOTECT YOURSELF 7 MTC3979HR11 HANDRAIL HOR00N7A1 4 16.60 LBS ; B MT,179HRI2 HANDRAIL.HORIZONTAL 2 21.11 LBS 9 MTC3979HR 13 HANDRAIL HOR17ONTAL 2 6.51 LBS I 10 MTC3979HRI4 HANDRAIL HORIZONTAL 2 5.44 LBS "M}B¢10W. 11 MTC39l9HRi5 I PLATEHANDRAIL TOE CARD 2 1642 LBS C211W. Y. 9.0[228.61 12 MTC3979HR16 RATE.HANDRAIL TOEBOARD 1 20.8318$ FOR STATE SPECIFIC DIRECT PHONE NUMBERS 13 M1Q979MRI1 PLATE.HANDRAIL TOEBOARD 1 6ASLES M9T:WAW.CALLBI1.Cd1 Id MIL3779HRIO PLATE.HANDRAIL TOEBOARD 1 537 LBS IS MTC3979HR19 ANGLE BRKT.IHL 12 R 11 0.32 LBS 16 TS1220 12-V X 7'SELF DRMLINGSCREW 16 0.03LIISS SK AS SHOWN DRAWAS pLJKM 1] 151275 IEKSCREVl tl72X3/+.WITH NEOPRENEWASHER 48 1 0.D2L85 5 01/03!13 CLIENT COMMENTS JCM J" WS 12/14122 NEM COMMENTS JCM JW5 3 0610122 CLIENT COMMENTS WPK JW5 2 0511022 CLIENT COMMENTS JCM JKM 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-P0810-B ADA) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) 1 04/0521 CLIENT COMMENTS JCM IWS NOTE: 0 12/2321 REVISEDPEBCOMMENTS WPK JWS E 1011521 REVt9EDPERCOMMENIS GJB JWS FINAL DESIGN OF PIERS TO BE CONFIRMED 1 c 05/0321 AI—EDPEBCOMMENTS WAS JWS ITEM NO. PART NUMBER DESCRIPTION OTY FOR MTCA045HF65 ON FOR MTC4045HF55 ONCE ELITE HAS PERFORMED A IREVI DATE I DESCRIPTION °ArBEO GEOTECHNICAL BORING AND PROVIDED 1 GB-05345 618"X 3.1/2"GALV BOLT KR B 8 A REPORT. 2 GUB-4355 112'X 3-5/9'X 5"GALV U-BOLT 10 10 y�'ZgOKNE{y 3 GWF-05 5/8"GALV FLAT WASHER,1.70D 8 8 4 MT50460 SO.SUPPORT RAIL,1-518"X60^LONG 5 5 PROPOSED PREFABRICATED NOT S: 5 MTC4045-01 WELDMENT,6'PIPE 2 2EAMTC4045-02 EQUIPMENT PLATFORM O 1 1.1 ALL METRIC DIMENSIONS ARE W BRACKETS SEE DETAIL I 4 1.2 FOR PATENT S,SEE WWW.WAT.COM 6 MTC4045-12 BASE PLATE,YPIPE 2 2 PROPOSED ( ) 0 �p -0BBa1► 20 DESIGN NOTES BASEPLATE gOFE'S51 4.00 fACNRINGISPECWL REQUIREMENTS7 PC-034 PIPE CAP 3-112- 2 2 50 PACKAGING 8 PTCR01 END CAP 10 10 — — 0 ° JER81K McKEON '7 ] — — NEW YORK LICENSED PROFESSIONAL -- -- -SOO;tZlOJ --------•� 1 �- 735p) PROPOSED ENGINEER-LLCENSE NUMBER:095374-1 1 + HSS4X4X3/8 COLUMN -i 2 PROPOSED UTILITY H-FRAMEIT IS A MOLAl10N OF LAW FOR ANY PERSON, (SEE DETAIL 3) I UNLEBS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL r 4 PROPOSED ENGINEER.TO AL1ER 11-DS DOCLIMENT. 14P; 1O"XI0"X318" 1-1/2^ 1/4"BASEPLATE TYP SITE INFORMATION: 1 GRADE LEVEL SITE NO:ALBERTSON MARINE o \ 4 PROPOSED GRADE LEVEL e PROPOSED 5/8"A615 HSS4X4X3/8 ANCHOR BOLT COLUMN 61405 MAIN ROAD softs EMBEDED P-6"IN PIER PROPOSED "� SOUTHOLD,NY 11971 AYARAB E (TYP.) 10"xlo"X318" SUFFOLK COUNTY 4 4BASEPLATE " PROPOSED PLAIN CONCRETE PIER ,• (4,000 PSI CONCRETE) 4 SITE TYPE: 3 I PROPOSED PLAIN CONCRETE PIER 150'-O"CONCEALMENT POLE (4,000 PSI CONCRETE) • PROPOSED _ 10"X 10"X3/8"PLATE WPTRiGHTOID7J,ALMIlIH F::GINEEIUNC P.C.LLC Ap. 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SITE INFORMATION: ROm P6UR.1r«£301 AVMA&E FOR SiPULTURES M:Wlr rulT Orz ' 'JUILSTAMWI.r W IT.N.mAF1ER IOyB.WER 16.tWt N N L O oE9TNAlED OPM WRNN TiE 0915 Q /O �_ COMMUNITY NUMBER nasm2 oR■Aw. • X N I O SHELTERISLAND, 360809 SITE NO:ALBERTSON MARINE ROIL"I.SURANF FET AVMA9F FM STRU:TURES NEWLY BUILT OR UAI MC AE F� Q co TOWN OF j s rD soNwerrERrEl�xeER u.Fw2« �, C71 a SOUTHOLD,TOWN OF 360813 61405 MAIN ROAD m 11.Y-+N2 o,ILN.baI«ale)ae Aw,IOPN S0nIEIoB9SmcXTN1MAI6TTIElIDwLLOAvnPblaagWTEeI0TTF4IENDIONNE OCP9KIS TEP NDV9AEP 13.pJIN ct a4., i SOUTOLD,NY 1197 1 -I.ABLE 1oR B—TE ES W1 RT OB =V :=T111_=.11 'z, � SUFFOLK COUNTY E = »cM.— a PANEL 159 OF 1026 BUILT SITE TYPE: U MAP SUFFIX H WT IA&E iW SST—TURES NEWLT U LT OR Bx M RaEDD«DR.F ERFEB m N Y 2.16 T N '- 150'-0"CONCEALMENT POLE r .:b 6 AnFAS. maw d ftJplw N ural Csrr Barbi RMFbb s SYNam urw m,w r ICBRSI Mb Rlrl vers lwmbmtllmmlM dRcbFCBRS rea�aea rte mplsl b Mb ana am,n epklp� on TM ,nb RRM paroc dmmaiau Purpoa„eNy. —b.)a_zRS maps,n )ea by mPYRIGETI'O ID21.A2JMLT[x tNGINEERING P.C..LIGALL m cmpr„>.b M.rAaw B.mr R.p•ra>Ac act and MAP NUMBER wcxTSRESERVTO U agn,nrp by FM U 5.FISH am WIIeE«Sery I wsl.Tb._cl« AFO ALL n:s / 36103C0159H DR USE Few yew!ort s rnany BD"M EnPARTY FXFR FIERox h cBRS Trina nip m a,Frmine ueratM3 a n b w m wiMn _., e�E :: r'�� uA�"r xOT a EVSFD.�9910�"Sp,� Tins aRAwNc .uTHaniEo 1 I aoRRmw Me CBRS an ava Eada br tlownbp sl MID Iwa Ferp a. —-- '—— -- JOIIIS MI40+■7 a5im91TPlT OR RELIED > «cb eenra,ratbn of wMUwr a rot an n sir tM Q,-E +■�E 1 RrRpeE CBRS.mbr pY Ru„bsrpanliq Me CBRS Pbne cornact Me FWS w—T ME EMNMS MSaFTreal.ruM MAP REVISED H n.l ealRne lar W.,n,a162s1 ne uol - ra, SEPTEMBER 25.2009 ENnrEEW10 a.1]c w l FrJonl ENeFs„q%I.........Asapq ! SHEET TITLE: a 2007 FLOOD INSURANCE a � o RATE MAP ■ N 0 4 B SHEET NUMBER: E. I 2007 FLOOD INSURANCE RATE MAP RnRllOscALE SCALEFI/4.1'9'FOR22"s.)4'DRAWINI, Z-1S a pN I sn SCALE,l/B'•1'd'FOR 11 1'17•DRAWINU, • SITE INFORMATION PROJECT DIRECTORY �JAN 1 0 2023 • PROPERTY OWNER: BUDD'S POND ARENA APPLICANT, DISH Wireless LLC LLC. ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE a Sout O d Town SOUTHOLD, NY 11971 LI'TTLETON. CO 80120 Plannin ..sh g Board TOWER OWNER: ELITE TOWERS LP. TOWER TYPE CONCEALMENT POLE 1 S. DURKEE LANE w.G'ess-LLC E. PATCHOGUE, NY 11772 TOWER CO SITE ID: ALBERTSON MARINE TANYANEGRON (516) (516) 410-8730 5701SANTA DRIVE SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRONOEUTE-TOWERS.COM LITTLETON. CO80120 THIS IS NOT AN ALL INCLUSIVE UST, CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUNALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE _ wi re I ess TM LLC TME PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 90 SI HALSEY ROAD, SURE 104 TOWER SCOPE OF WORK: LATITUDE (NAD 83): 41.076046' PARSIPPANY, NJ 07054 e • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED ANTENNA MOUNTING FRAMES INSTALL PROPOSED JUMPERS LONGITUDE (NAD 83): -72.408043' SITE ACQUISITION: CENTERLINE • • INSTALL (12) PROPOSED 7/8' COAX CABLES (4 PER SECTOR) AND (1) RET CABLE LORNA MUND DISH Wireless LLC L.L.C. SITE ID: INSTALL (6) PROPOSED DIPLEXERS ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 GROUND SCOPE WORK: INSTALL (6) PROPOSEDRRUs (2 PER SECTOR) ZONING DISTRICT: M-II MARINE II CONSTRUCTION MANAGER: MIADEN ZAIMOV AZIMUTH ZIMUTH NSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) ENOINEERINO PC.NYNYC02239A • INSTALL (6) PROPOSED DIPLEXERS (201)496-9271 • INSTALL (1) PROPOSED METAL PLATFORM SECTION/BLOCK/LOT: 56.00 / 3/ 15 90 E. HALSEY ROAD, SUITE 104 • INSTALL (1) PROPOSED WORK LIGHT RF ENGINEER: IMAD MEMON PARSIPPANY, NJ 07054 • INSTALL (1) PROPOSED ICE BRIDGE DISH Wireless LLC L.L.C. SITE ADDRESS. INSTALL (1) PROPOSED PPC CABINET OFFICE (303)706-4019 • INSTALL (1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSE&G / UPA MOBILE 44 (551)204- 83 61405 MAIN ROAD ROUTE 2 5 INSTALL (1) PROPOSED POWER CONDUIT VERIZON:TELEPHONE COMPANYvK of NEIy • INSTALL (1) PROPOSED TELCO CONDOR AtSE , INSTALL (1) PROPOSED TELCO-FIBER BOX r>�yJO' MGto� • INSTALL (1) PROPOSED GPS UNIT ; SOUTHOLD N Y 11971 INSTALL (1) PROPOSED SAFETY SWITCH REQUIRED) FEMA MAP BASE FLOOD 6' AMSL • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED)UIRED) ELEVATION: • INSTALL (1) PROPOSED METER SOCKET • INSTALL 1 PROPOSED H-FRAME FM1A GROUND 5'AMSL APPLICABLE BUILDING CODES AND STANDARDS ELEVATION: F° SSM ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT SITE PHOTO EQUIPMENT ELEVATION: 3'ABOVE GROUND EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ----� 1.2020 BUILDING CODE OF NEW YORK STATE DIRECTIONS JERE106y K McKEON NEW YORK LICENSED PROFESSIONAL 2.2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: ENGINEER-LICENSE NUMBER:095174-1 3.2020 FIRE CODE OF NYS Depart and head toward Adp Blvd/Tum left onto Adp BtW/Tum right onto Choctaw Way/Tum right onto Livingston Ave / County Hwy-527/Take the romp on the right and follow signs for 1-280 East/Take the IT 6 A VIOLATION OF LAW FOR ANY PERSON, 4.2020 PLUMBING CODE OF NYS romp on the left for 1-95 N / New Jersey Tpke N/Toke the romp on the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION Palisades Park/The Ridgefields/Keep straight to get onto ramp/Keep left to get onto romp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, 5.2020 MECHANICAL CODE OF NYS to get onto US-46 E / US Highway 46/Keep straight to get onto US-1 N / US-46 E/ US-9 N / US TO ALTER THIS DOCUMENT. Highway 46/Toke the romp on the left for 1-95 North / US-1 North / US-9 North and head toward G 6.2020 FUEL GAS CODE OF NYS Washington Bridge/Entering New York/At Exit 68, tear right onto 1-295 S / Cross Bronx Expy E toward DRAWN BY: CHECKED BY:APPROVED BY: Throgs Neck 8r/ 1-295 South/At Exit 8, head on the ramp right and follow signs for Cross Is Pkwy S 7.2020 ENERGY CONSERVATION CODE OF NYS At Exit 30E, head right on the ramp for 1-495 East toward Eastern Long Is/Keep left to get MDC JAA JKM onto/ramp/Merge onto I-495 E / Long Island Expy E/At Exit 73, head left on the romp for County Hwy-58 B.NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE toward Greenport / Orient/Keep straight to get onto ramp/Merge onto Old Country Rd/At the roundabout, REDS REV (f: 3 9.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE take the 2nd exit/Continue on NY-25 / Main Rd/Pass Harbes Farm* Jamesport in 3.0 mi/Tum left onto TO BE PROVIDED Wickham Ave/Tum right onto County Route 48/Road name changes to County Road 48/Tum right onto Horton* Ln, then immediately tum left onto NY-25 / Main Rd/Arrive at W-25 / Main Rd CONSTRUCTION SHEETINDEX DOCUMENTS SHEET NO. SHEET TITLE VICINITY MAP SUBMITTALS REV DATE DESCRIPTION T-1 TITLE SHEET 0 0e-20-21 59"FOR PERMIT 1 11-00-21 ISSUED FOR PERMIT A-IA OVERALL SITE PIAN - 2 11-31F21 6S11E0 FOR PER111T A-1B BULK REQUIREMENTS 3 04-04-22 CUEW COMMENIS A-1C COMPOUND PLAN 4 05-10-22 CLIENT COMMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE S 06-Ot-22 QJEM COAMENIS - AN H-FRAME DETAILS e O1/03/TJ dJEr4T C01YEN15 A-4 EQUIPMENT DETAILS - 1 UNDERGROUND SERVICE ALERT-NEW YORK 811 SITE LOCATION A&E PROJECT NUMBER A-5 EQUIPMENT DETAILS - 2 UTILITY NOTIFICATION CENTER OF NEW YORK A-8 EQUIPMENT DETAILS - 3 18001272-4480 NYNYCO2239A A-7 EQUIPMENT DETAILS - 4 WWW.NEWYORK-811.COM • € *,, DISH WIRELESS PROJECT INFORMATION r Qf E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES CALL 2WORKING DAYS OranY W FrAWN PRIOR TD col6RlCnON A..�xt�xwE.yDETAILS _ NYNYCO2239A E-2 ELECTRICAL DETAILS AND RISER DIAGRAM �d n 61405 MAIN ROAD, ROUTE 25 E-3 ELECTRICAL ONE-UNE FAULT cALcs & PANEL SCHEDULE GENERAL NOTES SOUTHOLD, NY 11971 G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON G-3 GROUNDING DETAILS DRAINAGE 140 SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SHEET TITLE SIGNAGE IS PROPOSED. TITLE SHEET RF-1 RF CABLE COLOR CODE GN-1 LEGEND AND ABBREVIATIONS 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SHEET NUMBER GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON N GN-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE _ _ T- GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 v W�'IIB'IESS�LLC ti d.* sh 5701 SOUTH SANTA FE DRIVE LITTLEfON, CO 80120 Bono,a `� _ OS wE W *S PROPOSED 70'-0'x 35'-0' j -`_ -_ a EQUIPMENT COMPOUND (SEE SHEET __- 9L.- -.�.�L _ _4- Z_08) .7 �_.-- -- � /AZIMUTH 910 f- --- �_� Accs = -Q= Wit_=_ _- _ $ 23 a �• - _ s__ _BOT. ENGINEERING P.C. 1F6.14 1�,-O,f E_ z-- ._CB_PE 90 E. HALSEY ROAD. SUITE 104 T�- �•- T "48.6' - PARSIPPANY, NJ 07054 , 6.1 TO NEAREST BUILDING ON ADJACENT PROPERIY -S(OPf�. _ =*_ ____ _ � 8_ 4.680'" TO _0't O 7. 4 4.7 V7 113•-p, �. `_`�. NI TO CONCEq�ENT POLE I 4.4 4.3 4.s = I � 3.5 -� °aotFsslDt+►y a.s - 61.9' N m 4.5 I II Do z FF4 4. 4.4 p' i I JER i Y K McKEON Z 46 \ I NEW YORK LICENSED PROFESSIONAL N m I N ENGINEER-LICENSE NUMBER:095374-1 A•'�� 2 ,rj I 1 , _SFO• / If IS A VIOLATION OF LAW FOR ANY PERSON. I UNLESS THEY ARE ACTING UNDER THE DIRECTION 47'-0** �N OF A LICENSED PROFESSIONAL ENGINEER. m TO 13.9 RogD TO ALTER THIS DOCUMENT. 4.7 ��COM I UND G) 0 DRAWN BY: CHECKED BY:APPROVED BY: � 88-0* I Z TO CONCEA(MENT LE I crn MMDC JAA JKM l RAIL S HIGH 1 STORY 1✓ I \ RFDS REV #: 3 m 74.56 I H METAL BUILDING c o ® #61405 I CONSTRUCTION I 4.4 4.7 ;N S 4.3 43 g 4 0 4, N13; DOCUMENTS i v LO ~o p' :; SUBMITTALS � � o z REV DATE DESCRIPTION q O M-20-21 MED FOR PEAYT 4.0 �4 t 1/-05-21 6S11FD FOR PETIT 3 , 4.4 I Ld R E C E 71V E D 2 11-30-21 ISSUED FOR KMff 3 04-04-22 CUENT COMMENTS I W 4 06-10-22 CUFM CONTENTS N I 4' 4.24 FFa•3 CF4.64 JAN ® 2023 n 4.44 THNL N c 5 00-01-22 glQ7f COWENTS ? N N a at � /w/23 am4r caMMotrs 4 mw 4.72 40.7' 4 I N A&E PROJECT NUMBER ro ---- --- ,� 411 �� M Sout old Town Z ." . ___ to NYNYCO2239A \ coec. ASpHJ Planning Board 3.78 TF3.71 \ DISH WIRELESS PROJECT INFORMATION ---®- _-- ---792 ti' - - - NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 EA 3.65 3.39 3.37 Ell 3S1 a F150SOUTHOLD, NY 11971 S47'26'27"W ----- -'--__ _ 200.00' C33 (S58'31'00V) 4.26 DYL `4.10--- 396 398 DYL 4.03 SHEET TITLE OVERALL SITE PLAN MAIN ROAD (N.Y.S. RTE. 25) SHEET NUMBER OVERALL SITE PLAN 60' 30' 0 60' 120' A-1 A 1"-60' 1 DISH Wtreless LLC.TEMPLATE VERSION 34- 06/11/2021 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION I DESCRIPTION COMMENTS d.* sh COUPLESWIEW OF RI(1)(R SRE ISZO E A T80.]00.(1) LOCIroNOF WPRELE55 FFCIIitES FURTHER RENEW OF UCATI NSUBMIOPROVIDEDA PPR70FAPPL1CAroNSlBMSSCN 2BGTOE. GUYED OR LAME ANTEMASUFPORT SIAIOTIRESARE PROHBIED COMPLES a 2_MF ANTENNA SUPPORT STRUCTURES SHWA NOT BE LOCATED N THE-ULOWNG MEA.WTTHOUT A PERMT FROMALLAFR501CTIONAL AGENCES: J 250.70 F.It WETLMDS TON.AND FRESMNATER. COUPLES 280.70 F.0 1 LMDABOWE GROU7WATER tOFEETOF THE SUEFCC CCMPLES 280.50 F.3 1 LADSPURCHASEDWL,H COMAMIY PRESERVATONFUNDS. coAPUE3 wkeless.LLC 280.70 F.0 COTSTA EROSpN144ZMDPRFAS. COMPLIES 2E 110 F. DESIGNATED PARKLAND. COUPLES (FIOTWRPET.ANIWTESANDARORTSTRUCPEOPU C NCLUOE AN MEA5URR01lIDNGRTH4TIS FREE OF 5701 SOUTH SANTA FE DRIVE OTTER STRIDTLRESAIDAREPSUPHERE PEOPLE CONO�tEfATE.EXCEPTIfE BASE EQUIPMENT,WITHA RDDMIS EOUA.O AOLSTMDE OFTWO TAESTHE FEIIifT OFTE STRLCTIRE.ASMALLEA FALIDTE MAYBELITTLETON, CO 80120 PLLOWEDFSUPPORTED BYAREPORTSRBEDBYAOUEDSTRUCTURAL EPDN=ER.THE 300'FPILTDPE REOIARED,23'-0'FROMNEMEST N ZBD]OG 1 STRMRPLN LGTIRFL ENGPEER5 HNII REPORT SBE SU8M7TE0 TO MID RENEWED BYTHE PWAIDVG BOARD AND STRUCTURED PROPERTY:STRUCTURAL REPORT PROVDEDAS PART OF FPPLpATDN SI.BHASSpIt CORROBOMTEDBYAN@DEPEN COMB TANTHREDBYTHEOWNTTAT OEMJTSTRATES TH4TA yARW10E REORARED SWIL RFAIIIDIEGAPPROPRWTEMDSAFETIEFALLMI OFANANLEIBNSU.111ITbTRLICTREMBT NOT NCLUOE AREAS WHERE PEOPLE CONDREGATE,AND MST BE CLEAR OFALL STRUCTURES EXCEPTTFE BASESTATONEM HENT. 2B0.70L AME"SUPPORTSMMU ESNTEU,LIO,M.NO.B.M HBZOWNODGMCMMESU ECTTOTHE FOLLOWNG RESTR NS: 28a70L(1) MNIDAAN LOTS-:N ACCORONICE WIMTHE a—C-.—FOR BAC.ZONE. EASTNGNONCOMPLLWT:M-0MN+TN LOT SOF:80,000 SF EXGTNB LOTS 41,348 SF PROPOSED MONOPOLE WE .I5VAF 28670 L(2) M11R.LMHEWH.W FEET. VPAWNCE OR W/WER REOURED 2BD70L(3) IMNdMADGTANCEOFAU.WRELESSEQl1PNENTTOADNCENTRESDENTNPROPERTY LNESORSTREETS V-0TOAD=ENTPROPFRTYLNE /AZIMUTH SH SENOLESSTHANS00FEET. SREDESONSTAmARDS./LLLWPRELETS FALLITIET,NCLUJNG COlOCA7ONSSWYL BE THE LEAST NSUtLLY ENGINEERING P.C. 28670 N. OBTRUSNE DESIGN POSSIBLE TAA TSO PERMTS THE APPUCANTTO ACHENE RS SERVICE WEDS.O THAT END,THEFOLLOWNG DESMSTANDARDSSHNLAPPLYTOALLWRELEWCOWA MNFXD S NSTAUED OR CONSTRUOTED PURSW WT O TETERNG OF THS CHMTER. 90 E. HALSEY ROAD, SUITE 104 SETBACK S.AMEMI4SRPPORTSTRMC SMDEO�FAGNRESSNYLLLMD ETOTNESETBOGKT PARSIPPANY, NJ 07054 MCL70N(1) FOR PRNCFAL USES NTIfEBULK SCMDU.E APPLCABLE O TFE IDLE N WHCHTNE STRUCTURES ARE (REFER TO BLLK REOfIIRENENIb CHNiT ONSFEETA LOCATED.LNESS OTWFWME NDCATED ELSEWHERE NTS CHAPTER. ,N SOTS.SKNSSWLLLNOT BEPERMTTEDONFAC SEXCEPTFORSOLSDBPLAYPDCONTACTNFORMM 7SAFETVNTTRUC'TlD T,W HMEIIQWEI,WI:TYSp Sl 8E"A CIRDANCEWRH l4- M1 SIE NFORMATONSKNANDRF SAFETYSKMTO BE TONA1 STANDARDS NSTOURE(ANB7 STANDARDS FOR RADFREQUENCY RPDAAWNWARMJG S . NSTAUJDONEXTERDROFGOMFOLNDFENCE �EOFNEWj- 286]ON.[T) CONTACTS—SHATDENTFYA.LSERNCEPROMDERSLOCATE00NTFE FAClff1'PND TFNL.NCUDE ytP�,Y KMgr�,O.p, MID ENERGENCYCONTACTNFORRAONFOR EACH SUCHSXNS SHALL NOTEMEED FNE SQUARE COUPLES A� T FEETNSIRFACE AREA BASESTATIONEOUPMEMSTELTER.THEBASESTATON EQUPNEMSPMW SWLLL BECONSTRIOTHE IH y AFMSHSNBARTOTHATOFADI4LEMSTRLCMREASEEQ PROPEST NTEGMTEDMOTHE PRCHTECTURALSTYLEANYNIEW'TYCOISTAUCTEOURVA NTSOF TSIELTFA SWTRCTAFCATEDN NOSED.THS ARE BE TAKEN N ,n 280.70N(3) PCC SITE,MIDIPTOTWOADJACENTO"DYARDRETREETPM SPACESIMYBETW PROMEDFORSERVICEO PROPOSED.TN9 WN.BE TAKEN NM N/�0 0853TP'�V\ BULKREQUIREMENTS FOR ZONE M-II (MARINE II) VEHCLES.NDTW STMDTST EFOREGON BPSE EOBMEM RE ATED TON ERCR4A NiFD CO NSDEMTIONLPONFURREPROPOSNS AF$$ID1UV WBRELFSSFACORIESSWYLBE LOCATEDNMMRFATHUTGSATGFACTORYOTWPLPMRPDBOARDUP N COMDEMTONOFNPACTSONAOIACENTPROPERTESPNDM�NSUALNv TS, BASEEOWWWLMD.,G MATCREENOFENERGREENTREESSWSLLBEPLAITEOOUTSDE TTE FENCE / DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS PRWATE OP IPMEMAREAORb BLTERTOPAYOROVGWV.SCREEN ORS��ER FORAWOP9V3 PRNATE PRCP NSSANDTFEPRBUCRIGHTAF-WAYOFO VANTA(�PONTS PDCEST®LET ARE EYERGREENTCREENFAC TORE PIANTEDAROUD 286]ON(Q PUBLIC.EWDEEENSHNLLCOISSTOFADOUBLEROWOFEVERGREENSHTBSIVDTREESTNTAREOF FPLNIY JERti�IY K McKEON 6UPRCEMDENST'MID/EIG!ITOMEDIATELYSCftEENTHE BASE EOUPMEMFR S.S REOL O MINIMUM LOT DIMENSIONS FROMYARD SETBACKPREAS SWLLL BE UNIDSCPPEDMD NCLUOE SHRUBS AND TREES.SISRVNAB2RYOF GOMFLEs AREA 160,000 SO FT• 41,346 SO FT NO CHANCE NON-COMPLIANT THE IMD,.GIPBD SHtALLBE GlV4VNTEED MD MAPITAPFD BYTEAPPIICIWf FOR THE IME OF TIE NEW YORK LICENSED PROFESSIONAL WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES NSTAlATCN ENGINEER-LICENSE NUMBER:095374.1 DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SITE NGMNC,,THE LKdRPD PERMTED SHALL BE THE MNAfIAREQUREDTO PROTECTTTE PLBLC WEUME.FADLDESSREDONEIOTTPDDEVELOPEDb SST BECOORPoMMDMOTHE 11GHTlD A ARDSTS LUGHTTOBEEL ED MINIMUM YARDS OOWN4YMOSEOVEHTTOBEBLOCIO:D FRONT 35 FEET 129.4 FEET 174'± (TOWER) COMPLIES zea7aN(s) sO CEBMTVGBLEFROMBEYO O ERIE1'I�PEY,�ID�LKi1T AULSEOCTTEDORSHDNE �PROPOSEO EYEPGREEN TCREEN R IS A VIOLATION OF LAW FOR ANY PERSON, TOWARDSTESKY,EXCEMNTNECASEOFSTRUCTUESREOL4MMFOUOWFMQ M-MSFOR UNLESS THEY ARE ACTING UNDER THE DIRECTION MINIMUM YARDS SAFETY LamNo COUPLES OF A UCENSED PROFESSIONAL ENGINEER, SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES TO ALTER THIS DOCUMENT. REAR 25 FEET 51.9 FEET 30'± (TOWER) COMPLIES sTPNDARDS.PRADDIiDNTO TE STADMO.SwMI1CL ..THTHE s7ANDA .BTR S.DE__ wRELEss FACNTFs,NCLLDPD eo-LocAroNs,swvLBETNE LEAsreswiLv oemusn�EOESDN DRAWN BY: CHECKED BY:APPROVED BY: BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES 2b6nw POS" sO PEw.RMLH PLYTOT acTt SSCsERvpEMNF TO TNwrE AUE (1)TTROLK3R(<)AS WELL AS(e)ARE NJTAPUCPBIE FOLLOWPO DESIGN STMIDMDS SHWILPPPUYTO N.L WRElESS COMANK:ATION FACBRES NSTAlED OR MINIMUM YARDS COLSTRItC1EDTIAT REOURE SIE PLFN PPPROYPI.: MDC JAA JKM SIDE 25 FEET 40.7 FEET 47'± COMPOUND COMPLIES CO-LOCATNON WRELESS COI/AiN WN FACOIES SHAL BE DEBONED TO PROVOE FOR CO-LOCATON BY REAR 25 FEET 61.9 FEET 8'± COMPOUND NON-COMPLIANT•• 2 MA.(5) NAATFLE PROVOERS OR DESKdED 50 iHAT1HEYCARBE RETROFITEDTO ALCOM,OWTEMLLTFIE ConPLES BOTH SIDES 50 FEET 102.6 FEET 127'± COMPOUND COMPLIES PROMDERS.WHEREVERPOSSBLE. RFDS REV #: 3 LANDSCAPE AREA 20% MAX O% 4.43% COMPLIES SCENGLADSCFPESANDVGTAS.ALLANTEMLASLFPORTSTRUDTURESWHCKMENOTCONCEAEDNSDE OFSLMMN ORSCREENEDBYEX6TNGTEESORBRIlDNGSMATBESUPRROLI ME APWJIEO BUFFEOFDy�,OTLOCATEDNTCENCWTA CONSTRUCTION 280.T2A(8) R ENTETREEGROWDLANANTENRAbL MUSMLICTRETHATGLOCATEDWRI@IASCEMIC S.8% (NEW) VGTAORSCENCLMDSCAPEORWRBR300FEETOFASCENCROM., DESIG MOBYTHEOWNSHAL COMPLIES MAXIMUM LOT COVERAGE 309. 26.2% 32% TOTAL NON-COMPLIANT'• NDTBETALERT lOFEETABOVETELEKIWROFMEESW AMM OF 300FEETOFTW PROPOSED DOCUMENTS LOCAroNOR 35 FEETMVOAMNTHf ABSENCE OFTRES. •- THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE CALORANTENdR45UPPORTSIRUCTRES NTE FOR40F ADNOPOLES OR OTER OWERS SWLLLEwER SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BESLUEJGRAYNCCUD ORBEGOLOREDAPPROPRNMMO CONTEXTOFTHESTwCTURESLOCATON SUBMITTALS Mil ZONE REQUIRES 80,000 SO FT PER USE SO TgTT1E OWER GAS IAROBTRISIVElS POSSBIE.UAESS OTFERWSE REOUDREO BY THE FEDERAL 2 MA(7) AMAMNAOM TRAWN(FAA.7AWRFLESSCOM ATONFAG6RYGNETAlEDONASTRUCTIRE VARIANCE REQUIRED OCpIRIES-OWEROBEPABREDBLUE-GUY REV DATE DESCRIPTION ••- TERTiANAOWEA,TE MREWNANID SIFPORTPJGELECTRCAL MD N,ECFWNCAL EOIPMEMMSTBE OFANEULRACOWRTHATGDENTMOORCLOSELYWWATGLEWTMTTECOWn OFTW O 09-2o-,11 SSilm FOR PELT SUPPORTNGSTRUCTARE50AOMN(ETEANTEMNMDREUOEOEQUFMEMAMG Y=BMSNE AGFOSSBLE. 1 11-05-21 ISSUED FOR PERMIT 2 11-30-21 ISSUED FOR PERMIT ANTENNA SUPPORTSTRUCTRES NOR ADJPDENTO RESDENnALIDNES.WMRETHESRE PROPOSED FOR AWAME SMP RTSTwDIIRESLOCATEDWRIPNARESOEMNLZDEORH OMORWRE 3 04-04-22 CLIENT COMMENTS PROPERTI'LNES ABUTTING OR ONTLE OPPOSNE SIDE OFASTREETFROMARESOENTW.ZONE OR LEE PERMREDNARESOENT WW-NOMIENRASUPPORTMMR FSMIYSECONSTRUCTEDL W 4 05-10-22 CLIENT COMMENTS ADEOIIATELY SCREENED FROMVEW OFTDSE RESDENTALIDPES BYEMIM BLRDN6S OR AGE TREES,NCUDNGEVERGREENS.THESMWTREMAYPROTRUOENOMORET IOMETABOVE 5 0E-01-22 CLIENT COMMEN15 SCREEN NG BIADINGS MD(O R TRES.N THE PBSENDE OF AN ADEO f 1ATE ARRANGEMENT O F FJSSTPO LARGE TREESOR BULDNGSTO PROVIDE EFFECTNESCREENYRC THE HEIG.TOF THE PROPOSED STRUCTURE NAY 6 01/03/73 CLIENT COMMENTS BENOMORETFPN35FEET,A'DTEBASEEORIDMEMMSTBEBLRED WANLPII)ERGROUDVALT..TWD 2B6nA(9) ROWSOFEV MEENTREESM&BEPLANTEDENCNCLPDTHESTRLCTU .OMEROWATADL ONCE TNOROWSOFEVERMEENTREESTOSEPROVOED. ABLE PROJECT NUMBER MOMTHESTRMTREOF5 WMCz MGKOFTESMMTREMDTHEOTNERATMOFTFENE!•1T RELEFSOUC ASTOHEIGHTASNEEDED. OFTESTwOTV3ETRANSPLMREDTREETS HAVEAH4NAl4CALFEROFTfREEMWS,STTRPADED30 NYNYCO2239A FEETONCENTER EEESMUS MWMMECTEDHM"ATMWTFMOFATLEAST10FEETLE55 THElEIGHTOFTHESTRUCTURETOBESCREENED.SMA EVERf3EENSMMM=BEUSEDTOF N THEGAPSNEETWEENFORSCREENBRGDLPN T,ETNETHETREESAREFLLADNAD M IRNG.TTE PLA NCIGWARDMAYVAAYTEAARANSEAIENTGFTETRESMDSHNLBSOACCOM.ODATESPECRC DISH WIRELESS PROJECT INFORMATION SITE CONOMONS.ANDALCOMPLGHTHE GOA OF SCREEMRGTHE FACLITV MOMVEW OF RESDENML PROPERTEEAWRR1ENGUARANTEEFROMTHEWRELESSFAOTM'OWNERSHNLLBEREQL TO L1®� EMMETIATTENYTPGSSIRVME ARE~WDTROWHDLRTHEEBTTEMEOF TIE NSTAUAMN NYNYCO2239A 28611C O 1 PDM,CENTIANDUTES.GTRUGTLREBMD20NNGWIRWSOOFEET. 152-0- NEMRET ETTOEMW_PROPERTY 61405 MAIN ROAD, ROUTE 25 ~I 28654C.(5) THE LODAMNNLATITDEADLDNDITDE.TWEMDHEOHTOFTEWRELESSCOMMlBCATONFACNTY. (TEEb uT-1) SOUTHOLD, NY 11971 H,`' t/\J 28674 C.(b) (OREMATON EFFECTNE PAONTEDPpWER,H48RER OF CWVNELS OPEMTN MQUENCIE OFEACH (SEEABERTSONMAFLEIDLADDRK P SSYELITE JA 11 -� V ANTEWANCUDNGTHEPROPOSED TOWERS.LF) 28674 C.10 I DGTMDESBEINEENTERROPOSED FADNTYADTIE FOLLOWING zBD-74 a.Nm= I THE NFJURESTRESOEMkLSTRUCIURE all. SHEET TITLE 280.740.1 I TIE MEARESTPLLOTH RSTRU TURESSOEMIAVTE �= BULK REQUIREMENTS - 280-]1 C.1 ALL OTHER STRUCTUPES 3lfx SOUL: `✓1L, 28674C.10 c ROADS RKN SOFWAY,DRNEWAYS lm-Y Plan(L+ Ig �'?-�1.' 28aTIC lt1) FALID ERPDgSMD pSTMDE WA (bEE P18EfRTSON ANRPE IDI4MR DRAW PDT BY ELITE TOW NIA SHEET NUMBER f WA 2W74 C.(12) PROPOSED NEANLS OFACCESS USEEALBERTSONMARPE IDNRD WRAWPDS BYEUTE rowERs LP A—E — I ELEVATpNOMWPOb WIIHDPENGpIS CIEFRLYPDOATED.NCLtDPD DWJETER OR WDTIOFTHE X11 2B6]IG(13) ISTRIDTUREAT TLT WIDEST PND NARROWEST,MD THE TALESTPONT.NCLIDNGANTENiFS OR IIURif@I' (SEE SIEETA.2) PROIECTON DISH Wirelm L.L.C.TEMPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0'MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. Al2 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. d.sh W lew-LLC 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 (1) PROPOSED DISH Wireless /1 — _ LLC HYBRID CABLE ROUTED PROPOSED FIRE DEPARTMENT at PROPOSED 10'x12' DISH ALONG ICE BRIDGE EQUIPMENT CABINET ELEVATED Wlrelese LLC LLC LEASE — E��ENT PLATFORM (BYAREA �$µ PROPOSED DISH Wireless LLC — o AZIMUTH SEE EQUIPMENT 1Y WIDE ICE BRIDGE PROPOSED 1 CONCEALAIE�1 f LAYOUT(SHEET A-3) (37'-0'ICE BRIDGE LENGTH) TOWER(BY 0THERS7}{Q�) PROPOSED UTILITY H-FRAME(BY OTHERS) ENGINEERING P.C. 0 O O O O O O O 0 o O 0 O PROPOSED TRANSFORMER 90 E. HALSEY ROAD. SUITE 104 (BY OTHERS) PARSIPPANY, NJ 07054 by _-_ - . . . , .—,— NK �• _ PROPOSED FIRE DEPARTMENT PROPOSED MESA O 6 0 r-————— i ICE BRIDGE(BY OTHERS) CABINET(BY OTHERS) II I C I i I I I c �OFESSLLIIOON��►�'Fy'y//?//(�A,/f/�/�//] O I I ------ 1 i— — JER i Y K McKEON NEW YORK LICENSED PROFESSIONAL i ENGINEER-LICENSE NUMBER:095374-1 I I i I � R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION I I OF A LICENSED PROFESSIONAL ENGINEER, o `�\ TO ALTER THIS DOCUMENT. 0 o I �_____ DRAWN BY: CHECKED BY:APPROVED BY: �. MDC I JAA JKM O I I REDS REV #: 3 o i I CONSTRUCTION DOCUMENTS 0 SUBMITTALS �.—.—.—. .—.—.—.—.—.—.—.— .— _.—. —•—• —• —•� REV DATE DESCRIPTION SEE ANTENNA LAYOUT PROPOSED CHAIN 0 00-20-21 ssvm FOR POW (SHEET A-2) LINK FENCE (IYP) O 1 11-05-21 ISSUED FOR PERMIT (BY OTHERS) 2 11-30-21 ISSUED FOR PERMIT PROPOSED VERIZON PROPOSED FUTURE PROPOSED ACCESS 3 04-01-22 CLIENT COMMENTS EQUIPMENT PLATFORM CARRIER AREA CTYP) GATE(BY OTHERS) s 05-10-22 CLIENT COMMERFS (BY OTHERS) (BY OTHERS) 5 0e-01-22 amT COMMENTS PROPOSED VERRON 6 01/03/25 1 OMT COMMEMM ICE BRIDGE (BY OTHERS) RECEIVED A&E PROJECT NUMBER NYNYCO2239A LF- JAN 10 2023 DISH WIRELESS PROJECT INFORMATION NYNYCO2239A ;L;;Z— 61405 MAIN ROAD, ROUTE 25 Planning Board SOUTHOLD, NY 11971 SHEET TITLE COMPOUND PLAN NOTE: DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER E1JTE PROVIDES GEOTECH. COMPOUND PLAN 6 a 2' o s 10A-7 C 3 16'=1'-0• DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 NOTES 1.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS r 2.ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BYOTHERS) d.* sh TOP EL ® 164'-10ACL Wdelem-LLC (6) PROPOSED DISH Wireless LLC PROPOSED FIRE DEPARTMENT DIPLEXERS MOUNTED BELOW PROPOSED ANTENNAS AND EQUIPMENT ANTENNAS INSIDE EXISTING 5701 SOUTH SAMA FE DRIVE (BY OTHERS) dp CONCEALMENT POLE LITTLETON. CO 80120 �a PROPOSED VERIZON ANTENNAS (BY OTHERS) � PROPOSED DISH Wirelem LLC ANTENNA RAD CENTER ® 146'-1'ACL 'H?P (TYP 1 PER SECTOR,TOTAL 3) PROPOSED 150*-0' PROPOSED VERIZON ANTENNAS (BY OTHERS) PROPOSED 40'x150'-O' 7 CONCEALMENT POLE (BY OTHERS) RAD CENTER ® 141'-2'ACL MULTI-SECTION, MULTI-SIDED CONCEALMENT PROPOSED VERIZON PANEL POLE (BY OTHERS) C1 5 to i--- --1 ANTENNAS(TYP) (BY OTHERS) TQ I PROPOSED DISH WLOs.LLC L.L.C.ANTENNAS Al RA30' AZIMUTH I I RAD CENTER O 1 -0'AM. ° ENGINEERING P.C. I FUTURE CARRIER ANTENNASlh RAD CENTER O 118'-0'AGL 0 u 90 E. HALSEY ROAD, SUITE 104 SEE ANTENNA LAYOUT I PARSIPPANY, NJ 07054 (SHEET A-2/DETAIL 2) p FUTURE CARRIER ANTENNASlh PROPOSED 6'O MAIN PIPE I I RAD CENTER 0 106'-0'AGL (TYP 1 PER SECTOR.TOMAST(FIELD VERIFY MAST PROPOSED DISH WGela TOTAL 3)LLC MOUNT EOF NETy r SIZE PRIOR TO g�,►1 , * PROPOSED CANISTER CONSTRUCTION) (BY B1 ' 4L SECTION (TYP) (BY OTHERS) OTHERS) . i R FUTURE CARRIER ANTENNAS ` ° 05S1, RAD CENTER 0 94'-0'AGL ;m fFSS10Rt�' RECEIVE® FUTURE CARRIER ANTENNAS RAD CENTER 0 82'-0'AGL JAN 1 0 2023 NEW YO Y K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 II SOUt old Town R IS A VIOLATION OF TAW FOR ANY PERSON, II Planning Board UNLESS THEY ARE ACTING UNDER THE DIRECTION I ii OF A UTO ALTERPTHI�ICNAL�ENGINEER, I (1) PROPOSED DISH Wirelem LLC I DRAWN BY: CHECKED BY:APPROVED BY: RET CABLE ROUTED UP WITHIN �I ANTENNA LAYOUT l2's'o r z' 3' a s 2 L705TING CONCEALMENT POLE II 1/2'=1'-O' MDC JM JKM II RFDS REV #: 3 (12) PROPOSED DISH Wirefaas LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET CABLES CCdOAAXXE CONCEALMENT UP POLE II SECTOR POSITION DUSTING OR MANUFACTURER - MODEL ICHNOLOGY SIZE(HxW) AZIMUTH RAI) FEED UNE TYPE MANUFACTURER- CONSTRUCTION II PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER II _ DOCUMENTS I II ALPHA Al PROPOSED COMMSCOPE- FW-658-R3 5G 1.9'x 11.81 70' 130'-0' (1; RErr CABLE (1) CCI PRODUCTS - SUBMITTALS �I (180• LANG) HP2% R-BUU-H4 REV DATE DESCRIPTION II (1) PROPOSED DISH Wireteee 0 09-20-21 rssum FOR PERU II LLC HYBRID CABLE ROUTED II ALONG ICE BRIDGE (4) 7/8'COAX 1 11-05-21 SSM FOR PERINT II PROPOSED DISH Wirelesa LLC BETA B1 PROPOSED COMMSCOPE- FW-65B-R3 50 1.9'X 11.81 190' 130'-0' RET CABLE(SHARED (t) CCI PRODUCTS - 2 tt-30-21 scum FOR PERMIT II WITH ALPHA) HPA-33R-BUU-H4 I 12'WIDE ICE BRIDGE (160' LONG) 3 04-04-222 CLIENTCLIENTCotel¢NM I� (37'-0'ICE BRIDGE LENGTH) 4 os-10-22 wF+rt commm PROPOSED VERIZON ICE II PROPOSED FIRE DEPARTMENT 5 W-01-22amTr COMMENTSBRIDGE (TYP) (BY OTHERS) II (4) 7/e'COAX EQUIPMENT CABINET ON RAISED RET��(SHARED a ot/m/23 amir coMMERIs PROPOSED VERIZON j� EQUIPMENT PAD (BY OTHERS) GAMMA C1 PROPOSED COMMSCOPE- FW-65B-R3 5G 1.9'X 11.81 310 130'-0' (1)CCI PRODUCTS - EQUIPMENT PLATFORM WITH ALPHA) HPA-33R-BUU-H4 A&E PROJECT NUMBER (BY OTHERS) �I PROPOSED UTILITY H-FRAME (160' LONG) (BY OTHERS) NYNYCO2239A PROPOSED CHAIN LINK I FENCE(TYP) (BY OTHERS) I DISH WIRELESS PROJECT INFORMATION RRH SECTOR POSITION MANUFACTURER- MODEL NYNYCO2239A NUMBER TECHNOLOGY 1, CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 25 Al SAMSUNG - N66/N70 DB SG DETAILS' SOUTHOLD, NY 11971 ALPHA SAMSUNG- 600/700/850 MHZ 2' ANY EQUIPMENT'CHANGES SHALL BE SHOWN ON REVISED Al YSIS TB AND SHHALL BE APPROVED BYCONRUCTION DRAWINGS AND THE TOWN PRIOR TO INSTALLATIN A REVISED STRUCTURAL ION. SEE EQUIPMENT LAYOUT(SHEET A-3) 81 SAMSUNG - N66/N70 DB SG SHEET TITLE BETA B1 SAMSUNG - 6 Q/70D/B50 MHZ ELEVATION, ANTENNA TEI 5G EQUIPMENT GAMMA Ct SAMSUNG - N66/N70 DB 5G LOCATION QTY EXISTING OR MANUFACTURER - MODEL SIZE(H~) WE3GNT LAYOUT AND SCHEDULE AN PROPOSED NUMBER SHEET NUMBER C1 'SAMSUNG - 6 x/700/850 MHZ 50 PLATFORM 1 I PROPOSED I RAYCAP RDIDC-9181-PF-48 8.98'x14.39'x8.15' 21.8Ms Pzo' 10' o zo' aD' A'2 PROPOSED NORTH ELEVATION 1'=zo• � ANTENNA SCHEDULE NO SCALE 3 DISH WUeless L.L.C.TEMPLATE VERSION 34- 06/11/2021 OTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF Y • OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v Wire on LLC L.L.C. CONSTRUCTION MANAGER AT TIME OF CCON=J)CTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PROPOSED DISH WIRELESS 8'-W X 10'-0' s h PREFABRICATED ELEVATED EQUIPMENT PLATFORM (3'-0'ABOVE GRADE MINIMUM)WITH 42'HIGH 3. EQUIPMENT CABINET OMITTED FOR CLARITY �►c HANDRAIL ALL AROUND PLATFORM PROPOSED DISH WIRELESS OW PROPOSED DISH WIRELESS less-LLC (SEE DETAIL 1, SHEET A-7) BOX ON PROPOSED H-FRAME DIPLEXER ON PROPOSED H-FRAME (TYP. OF 4 PER SECTOR 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE L ITTLETON, CO 80120 PROPOSEDCHAINIJNK FENCE (BY OTHERS) I OPOSED DISH WIRELESS RRH N PROPOSED H FRAME TOTAL) (STACKW)ECTOR 8 PROPOSED DISH WIRELESS GPS ANTENNA Tq ——— —— — ————— — ———————————— 3'-0• i AZIMUTH ENGINEERING P.C. Ll I •o• :'00 0 0 0 0 90 E. HALSEY ROAD, SUITE 104 i I PARSIPPANY, NJ 07054 ov PROPOSED DISH WIRELESS H-FRAME ,Mg OFNEty i (TYP.) (SEE DETAIL 4, y'�4�Y KAuy 2 SHEET A-7) PROPOSED DISH WIRELESS t EQUIPMENT CABINET ON ELEVATED EQUIPMENT PLATFORM I Ia NO.0859�� PROPOSED DISH WIRELESS �O ss10R��' iFMB ON PROPOSED H-FRAME JERE Y K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 1 I IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECRON OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. PPC ON PROPOSED H-FRAME iDRAWN BY: CHECKED BY:APPROVED BY: i LE I MDC I JAA JKM RFDS REV #: 3 CONSTRUCTION i DOCUMENTS SUBMITTALS i I REV DATE DESCRIPTION 0 00-20-21 ISSUED FOR PERMIT PROPOSED DISH I 1 11-05-21 3m ISSIFOR PERMIT WIRELESS ICE BRIDGE 1'-0' 2 11-30-21 ISSUED FOR PERMIT i TYP. 3 01-04-22 CLIENT COMMENTS —————————————— ———— 4 05-10-22 OUENT COMMENTS 5 00-01-22 CLIENT COMMENTS s 01/03/23 tl1flIT COMMFNIS PROPOSED CONCRETE PIER PROPOSED DISH A&E PROJECT NUMBER (TYP.) (SEE DETAIL 2, SHEET A-7) WIRELESS WORK LIGHT NYNYCO2239A PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE DETAIL 3, SHEET A-7) NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 R E C E® SOUTHOLD, NY 11971 PROPOSED DISH WIRELESS 110' X 12' LEASE AREA SHEET TITLE NOSE JAN 10 2023 EQUIPMENT PLATFORM AND DESIGN OF PIERS WILL NEED H—FRAME DETAILS TO BE REVIEWED AFTER Southo d Town SHEET NUMBER ELITE PROVIDES GEOTECH. Planning Board A-3 DISH Wireless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 GREAT LAKES RAYCAP PPC SQUARE D SAFETY SWITCHES DC#12804—HX RDIAC-2465—P-240—MTS D224NRB DIMENSIONS (HxWxD) 75'x32 x48.4' ENCLOSURE DIMENSIONS (HxWxD): 397x22.855712.593 ENCLOSURE DIM (HxWxD) 29.25'x19.00'x8.50' ° HEX TBD Wl9GHF 80 Iba ENCLOSURE TYPE NEMA 3R RAINPROOF -6w WEIGHT(� TBD OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G ME UL LISTED FILE E-2875 I4P W��@I@SS-LLC d * sh ELM 0 e 00 5701 SOUTH SANTA FE DRIVE e LITTLETON. CO 80120 � 0 0 0 0 O 00 00 00. 0 0 0 ° ® /AZIMUTH ENGINEERING P.C. mm SIX SIXl Ji MIX FRONT SIQE FRONT90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL No scALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL T SCALE 3 EATON METER SOCKET t °ic"F" CHARLES CFIT—PF2020DSH1 UNRRS2138EUSE FIBER TELCO ENCLOSURE PROPOSED FLEXIBLE RIGID METER SOCKET TYPE RING ICE BRIDGE G y ENCLOSURE DIMS (HxWxD) 20'720'x9' ENCLOSURE DIM (HxWxD) 16x12'x6' PROPOSED X'DIA `b °•Das�� 0 ENCLOSURE WEIGHT 20 The HYBRID CABLE MAIN AMPERE RATING 200A (OPTION A7 MOUNTING WALL I I RACKET SUPPORT �sslDlu� WEIGHT 18 LBS 1'!� HYBRID CABLE DIA i i BRACKET AND BANDING � COMPLIANCE TYPE 4 F�1� (OPTION 'B7 JERti�IY K McKEON OO O NEW YORK UCENSED PROFESSIONAL ❑ 0 0 0 PROPOSED ENGINEER-LICENSE NUMBER:095374.1 • o CABLE CLAMP O 3'-O'O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY:APPROVED BY: O ® O • ® MDC I JAA JKM • • O %'/,`%. .-f..ihi... . � REDS REV ° CONSTRUCTION MIX DAM FRO SIM lFRO DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL No SCALE 5 HYBRID CABLE RUN NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE WB—K110—B INCLUDED WB-T12-3 TRAPEZE KR, 0 09-20-21 SSUm FOR PMU WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS 1 11-05-21 ISSUED FOR POW RECEIVED g',�y 2 11-3o-21 ISSUED FDR PERYR WB-L812-3 SUPPORT BRACKET 1 e E�j E Z E DIMENSIONS (Hxl) 160'x10' 4 05-10-22 �COISILENTS MF-130 DIRECT BURIAL PIPE FINISH SLOPE COMENTS WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4' TO DRAIN _ a 0"1-22 CUFM COWaOlOS CABLE RUN (Xm) 12 fi;" fl; :,;�:- JAN 1 0 2023 5 01/0.7/23 CUENT COMENIS PROPOSED TIMED LIGHT(RB SUPPORT BRACKET /f A&E PROJECT NUMBER P/N SF 1 PER (TTP OF 1 PER ICE (we-LB12-3) A-A A-A `"` SoutholdTown CANOPY POST.TOTAL OF 4) NYNYCO2239A TRAPEZE KR (WB-T12-3) 3'DIA SCH 40 PIPE m Planning Board DISH WIRELESS PROJECT INFORMATION SUPPORT BRACKET PROPOSED 3.5' DLA. SCH 40 PIPE m 4 NYNYCO2239A (WB-LB12-3) GALVAN '1-s 3'0x10'-0'LONG SCH. 40 PIPE �p�KR 18'DIA DRILLED 61405 MAIN ROAD, ROUTE 25 (WB-T12-3) PROPOSED 1•-6• •> PIER FOUNDATION SOUTHOLD, NY 11971 DUI. CONCRETE PIER (TYP) .7 7A-A SECTION ® GFC DUPLEX OUTLET WITH NEMA 3R SHEET TTTLE 3.5'DIA 6ALV ED OUTLET COVER(TTP OF 2) 40 PIPE(SPACED 3.5'DIA GALV SCH NOTE, Q EQUIPMENT DETAILS — 1 (MF-1 MAX) 40 PIPE(SPACED 1. MOUNT TIMED LIGHT&OUT PER (MF-130) 9'-0'MAX) MANUFACTURERS RECOMMENDATIONS (MF--130) CONCRETE PIER SHEET NUMBER ` MONT A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 WORK LIGHT DETAIL NO SCALE 9 DISH Wirotesa L.L.C.TEMPLATE VERSION 34- 06/11/2021 PCTEL GPSGL—TMG—SPI-40NCB 1.7so 160"0. , 81x184mm O 270'MINILIN ANY DIRECTION d.* sh UM OF 75X OR DIMENSIONS (DIAxH) MM/INCH GPS 3.2'x7.25' WEIGHT W/ACCESSORIES 075 Iba CONNECTOR N-FEMALE ISE FREQUENCY RANGE 1590 t 3OMHz AtN�'�M/y Q'4 MSN 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITTLETON. CO 80120 GPS UNTr OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41'0 0 0 a 0 0 A 0 /AZIMUTH SIQFCUI2PSM9P8XXX ENGINEERING P.C. (8 AWG CONDUCTORS) 90 E. HALSEY ROAD, SUITE 104 CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL No scaE GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 2 MINIMUM BEND RADIUSES NO smE 3 y<P�Y K�07 � 02 r_ 3 pROFESSION��' LINE DETAILS UNE TYPE COAX MANUFACTURER TBD JEREMY K McKEON NEW YORK LICENSED PROFESSIONAL MODEL NUMBER COAX — 7/8 ENGINEER-LICENSE NUMBER:095374-1 DIAMETER (O.D. IN.) 1.102 R IS A VIOLATION OF UW FOR ANY PERSON, WEIGHT(Lbs. PER FT.) 0.302 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, QUANTITY 12 TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY:APPROVED BY: MDC I JAA I JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS No SCALE L5 NOT USED TNO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 09-2D-21 ISSUED FOR PERMIT 1 11-03-21 ISSUED FOR PER Idr 2 11-30-21 ISSUED FOR PFANir 3 04-04-22 CUENr OOMMENIS 4 05-io-22 CUDIr COMMENTS a 0e-01-22 CLIENT ODMdENIS a 01/0.7/23 WtNr COEHENm A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYN C I V E® MAIN ROAD, R 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 JAN 1 ® 2023 SHEET TITLE Southol Town EQUIPMENT DETAILS — 2 Planning Board SHEET NUMBER A-5 NOT USED No SCALE 4 NOT USED NO SCALE 7 NOT USED NO SCALE 8 DISH Wirelesa L.L.C.TEMPLATE VERSION 34 - 06/11/2021 SAMSUNG DUAL BAND SAMSUNG TRIPLE BAND EEI TRIAD—FPS MOUNT N.66/N70 RADIO 600/700/850 MHZ RADIO 11111111111 IN 1111111111111111111111111 DIMENSIONS (HXWxD) 2'x5.72 x.25' 0 T 11 0 WEIGHT 5.5 LBS QTY:6 0 DIMENSIONS(HxWxD) 15.Ox15.0'x8.9' DIMENSIONS (HxWxD) 15.0'x16.5'x10.5' WEIGHT 61.3 Iba WEIGHT 90.2 Iba FPS' PLAN ffi FRONT - SPECIFICATIONS: ROUND OR POLYGON POLES 3 CONNECTOR TYPE TBD CONNECTOR TYPE TBD TO 7' DIA., 1/4' BRACKET ASSEMBLY d s h POWER SUPPLY DC-58--36V POWER SUPPLY DC -58--36Vvdelew.LLC ELM EEI TRIAD—AB MOUNTp 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS(HxWxD) 2'x10'%.25' AB PLAN WEIGHT: 2 LBS Ow.8 O SPECIFICATIONS: ANTENNA BRACKET, 1/4'HRPO GUSSET ASSEMBLY AB FROM 0 Li 13 13 99' 13 13 EEI TRIAD-ABp BOLT, HEX NUr, SAT WASHER AZIMUTH LOCK WISHER a�QE �� Bm mm FRONT lolITIlol EEI TRU1D—FPS POLE ENGINEERING P.C. THREADED PS/'G QOM ROD (TYP) FPS/AB PLAN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 3 RRH DETAIL No SCALE RRH DETAIL NO SCALE 2 MAST MOUNT DETAIL NO SCALE °K"' ly COMMSCOPE rORi M04 MOUNTING BRACKET RAYCAP RDIDC-9181—PF-48 5� FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) DIMENSIONS(HxWxD) 71 9 x11.8'z7.1' WIDTH 5' DIMENSIONS (HxWxD) 18.98'x14.39'x8.15' G y TOTAL WEIGHT 43.8 LB PLS DEPTH 2' WEIGHT 21.82 LBS a�O•opB"i E}1� �OEESSIONN�' RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8' MOUNTING Elm TOTAL WEIGHT 1.5 lbs BRACKET HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA JER' Y K McKEON RADOME COLOR LIGHT GRAY NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 CONNECTOR 1x8-PIN DAISY CHAIN MOUNTING BRACKET _ R R A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACRNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: MOUMDC JAA JKM PIPE O to 0 RFDS REV (J: 3 OR DISH Wireless LLC • • L.L.C.APPROVED CONSTRUCTION s>� Baca DOCUMENTS ANTENNA DETAIL No SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) No SCALE 6 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE 0 00- 21 ISSUED iN POW CDX623T—DS—B DIPLEXER 1 11-05-21 ISSUED FOR POW 2 11-70-21 ISSUED FOR PERMIT DIMENSIONS (HxWxD) 8.Bx4.9x4.5' 3 04-04-22 CLIENT COMMENTS WEIGHT 10.14 lbs 4 05-10-22 CLIENT COMMENTS a oe-0l-zz CLIENT COMMENTS CONNECTOR TYPE 7-16 DIN ALE a 01/03/23/2a CLIENT COMMENTS FEM A&E PROJECT NUMBER ODO 0-0NYNYCO2239A EM DISH WIRELESS PROJECT INFORMATION REC E E® NYNMAIN ROAD, R 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 LJLAN 10 2023 Sout of Town SHEEP TITLE BasK �1!?E FRO Planning Board EQUIPMENT DETAILS — 3 SHEET NUMBER DIPLEXER DETAIL N0 SCALE 7 NOT IN USE NO SCALE 8 NOT IN USE NO SCALE A-6 9 DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 EQ—PO810 B AD PROPOSED PREFABRICATED 40'OUTSIDE (TYP) EQUIPMENT PLATFORM EQL.2 38'CTC (TYP) • STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT *1017.8 Ibe RUNG WELDMENT QTY 2 MAX LOAD CAPACITY 10.000 Ibe TOTAL HEIGHT 68' PROPOSED HSS4X4X3/8 COLUMN d.sh 1_1/2' 1-6. TOTAL WEIGHT 47.62 Iba o R lr PROPOSED TYP Z o �1em.LLC 10'X10'X3/8' 1 4' NOTES: z c x BASEPLATE — (EQL2 SHOWN FOR CLARITY PURPOSES) o 5701 SOUTH SANTA FE DRIVE GRADE LEVEL — ALL DIMENSIONS SHOW DE'TYPO WILL BE a v o LITTLETON, CO 60120 THE SAME FOR ALL LADDER ASSEMBLIES o LE m m PROPOSED 5/B'A815 _ ~ \ \\\ \ \ \ \ \ ANCHOR BOLT o N EMBEDED 1'-6' IN PROPOSED If )' PIER (TYP.) HHS 2' ) ^1 4X4X3/B' W •:� .� PROPOSED COLUMN N of A,..• I 10'X10'X3/8' 1'BAR GRATING BASEPLATE ------------ JU) I1G0P •• +: PROPOSED PLAIN CONCRETE PIER ••i'•'• (4,000 PSI CONCRETE) NOTE: '� N AZIMUTH + POOP OSED PLATE DESIGN OF PIERS WILL NEED FRO MI $IQE I TO BE REVIEWED AFTER ANGLE ENGINEERING P.C. 1'-6' ELBE PROVIDES GEOTECH. pETBIL iv 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL NO SCALE EQUIPMENT PLATFORM PIER DETAIL NO SCALE 2 STEEL PLATFORM LADDER DETAIL NO SCALE 3 S6 OF NETyhq � Oy i NOTES: 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. � ^ o g07Ess10TU'�' 2 10 7 JERti91Y K McKEON 16 1] NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 9� R IS A VIOLATION OF LAW FOR ANY PERSON, 6 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, s°cuEiAd ALL CORNERS TO ALTER THIS DOCUMENT. 9 DETAIL DRAWN BY: CHECKED BY:APPROVED BY: 4 1 SCALE l'4 MDC JAA JKM 11 12 RFDS REV #: 3 CONSTRUCTION 5 10 DOCUMENTS n 3 SUBMITTALS 13 REV DATE DESCRIPTION 0 08-20-21 ISSUED FOR Pfl00F 6 1 11-06-21 5511m FOR PE35if ALF 1 C 6 SCALE :d 2 11-30-21 ISSUED FOR PERMIT ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. g 3 04-04-22 CLIENT COMMENTS I GB-03105 3/8"X l"GALV BOLT KIT 14 0.05 LBS 00 9 4 05-1G-22 WENT COMMENTS 2 GB-03205, 3/8'X T GALV BOLT KR 28 0.08 LBS 5 06-01-22 ClJpif COLyEN15 3 GB-05205 519'X 7'GALV BOLT KIT 26 0.26 LBS 11 4 GWF-03 3/9 GALV FLATWASHER 14 0.01 LBS 0 01/03/23 Cl1FM Cg01EN15 5 GWF-05 5/8'GALV FLAT WASHER 28 0.06 LBS A&E PROJECT NUMBER e b MTC396620 POST.HANDRAIL 14 9.96 LBS 14 NYNYCO2239A 7 MTC3979HR79HR11 HANDRAIL,HORIZONTAL 4 16..60 LBS 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21.11 LBS 9 MTC3979HR13 HANDRAIL HORIZONTAL 2 6.51 LBS DISH WIRELESS PROJECT INFORMATION 10 MTC3979HR14 HANDRAIL HORIZONTAL 2 5.44 LBS 11 MTC3979HR15 PLATE,HANDRAIL TOEBOARD 2 16.52 LBS '� ® NYNYCO2239A 12 MTC3979HR16 PLATE.HANDRAIL TOEBOARD 1 20.83 L85 REMOVE UPRIGHT POSTS(MTC396620) 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45L85 BOLT IN 4"X4"TUBE FOR MTC3983 61405 MAIN ROAD, ROUTE 25 ld MTC3979HR78 PLATE.HANDRAIL TOEBOARD 1 5.37 LBS USE TS1275 IN PAIRS TO ATTACH SOUTHOLD, NY 11971 15 TS1220 9HR19 ANGLE BRKT.HANDRAIL 12 0.32 LEIS Q, Q TOEBOARDS. 16 57220 EW 91 YS14,WITH NE 16 0.03 L85 C�°�� ELD- US TS1220 IN PAIRS TO ATTACH 17 TS1275 TEK SCREW N12 X 314,WITH NEOPRENE WASHER 48 0.02 L8S HANDRAILS TO 4X4 POSTS. N ® REMOVE UPRIGHT POSTS(MTC396620) SHEET TITLE 2023 BOLT IN 4"X4"TUBE FOR CANOPY APPLICATION EQUIPMENT DETAILS — 4 IL— USE TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH Southold Town HANDRAILS TO 4X4 POSTS. SHEET NUMBER Planning Board - EQUIPMENT PLATFORM HANDRAIL DETAIL NO SCALEF41 A-7 DISH Wireless L.L.C.TEMPLATE VERSION 34 — 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING+24V AND-48V CONDUCTORS RED MARKINGS SHALL IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY-41W. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED d.* sh UNDERGROUND UTILITY CONDUrT ROUTE 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT'THE EXISTING CONDITIONS PRIOR 1b SUBMITTING A BID.ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. W1@�Ra LLC 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS,AND ORDINANCES PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. 0^"%, VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS,CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SWILL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS ENGINEERING P.C. B. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. 90 E. FIALSEY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES,AND ALL DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL yt cE O KN_ y 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT: "9°y PROPOSED UNDERGROUND POWER 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS G I CONDUIT(LENGTH: 72'-0't) 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG �Op9°t)OOTi3T�� - AEssmR� `PEU( ��oNE YORKLI K McKEON •-•-.-,- -.-•- -•-• NEW YORK LICENSEDPROFESSIONAL ENGINEER-LICENSE NUMBER:095374.1 ° IT IS A VIOLATION OF LAW FOR ANY PERSON. I L UNLESS THEY ARE ACTIN GESUNDER THE DIRECTION OF A LICENSED PROFSIONAL ENGINEER, PROPOSED DISH Wireless LLC • ° To ALTER THE DOCUMENT. UTILITY METER WITHIN EXISTING i VACANT METER BANK DRAWN BY: CHECKED 91':APPROVED BY: PROPOSED UNDERGROUND FIBER MDC JAA JKM CONDUIT(LENGTH: 60'-0-t) %I r J RFDS REV #: 3 I �I I CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 ISSUED FOR PERWr 1 11-05-21 ISSUED FOR PEiOfF 2 11-30-21 ISSUED FOR PF760T EXISTING PAVED PARKING AREA 3 a-01-Z? CLIENTCOW>]IIS 4 05-10-22 CLIENT COWEMS STING EX8 06-01-22 CLIENT COMMENDS EX: STING a 1 01/03/23 1 CUOR COLfI0Ei5 A&E PROJECT NUMBER NYNYCO2239A RECEIVEDDISH WIRELESS PROJECT INFORMATION -- NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 JAN 10 2023 SOUTHOLD, NY 11971 bouttiold Town Planning Board SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES NSHEET NUMBER 12' 6' 4' 0 10• 20' 2 E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE DISH Wirefess L.L.C.TEMPLATE VERSION 34- 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SWILL IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY-48V. 1. CONTRACTOR SHALL INSPECT THE EXSTING CONDITIONS PRIOR TO SUBMITTING A BID.ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP WRING THE BID PERIOD WITH THE PROJECT DISH Wireless LLC FIBER DISTRIBUTION PANEL d.0 sh MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES 0 0 0 NOTE: FIBER PROVIDER W ' LLC 12AWG WERE PROPOSED DISH Wireless LLC WILL NEED TO PROVIDE AN 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TNI) L.L.C. PROPOSED FIBER WILLADDINEED O PROVIDE A LC NID, IF REQUIRED 2 U-BOLTS WITH 4 NUTS, 5701 SOUTH SANTA FE DRIVE STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SAES AS FIBER ENCLOSURE PROPOSED DISH Wireless L F7 L.L.C. UNI IN THE EVENT THE REQUIRED 70 MEET NEC STANDARDS LIF :::T BRACKET SPACING DOESN T LITTLETN 80E D 3. LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SWILL BE PROPOSED DISH Wireless UNE UP WITH CURRENT COORDINATED WiTH FIELD CONDITIONS PRIOR 1G CONSTRUCTION. LLC L.L.C. UN SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC L.L.C.LLC. 1-1/4-FLEX CONDUITS VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF WILL NEED TO BE POWER TO FIBER PROVIDER NID TELCO BOX OF HID ENCLOSURE AND TERMINATED BY FIBER INSTALL 1-1/4'LIQUID 71GFTf 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS,CONDORS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH Wireless LLC CONNECTORS, UL LISIED, NYLON PROPOSED DISH PROVIDER BULKHEAD/LC OTHER SIDE OF LLC. 12 AWG WIRE 8 Wiroleae LLC LLC CONNCTORE LC (� MATERIAL, WITH O-RING GASKET S. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT BREAKER IS TERMINATED. FIBER PROVIDER TO INSTALL 7. CONTRACTOR SHALL PROVIDE ALL STRAIN WITH M AND CABLE SUPPORTS FOR ALL CABLE OMMEN ATI 1-1/4-FLEX CONDUITS BETWEEN AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACNRER'S SPECIFICATIONS AND RECOMMENDATIONS. IN IN PROPOSED DISH Wireless LLC FOP TELCO BOX& NID r\ FIBE'IR OSED FIBER PROVIDER L.L.C. ENGINEERING P.C. 8. ALL DISCONNECTS AND CONTROLLING DE1110E5 SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATE PROPOSED DISH 1Wrelese LLC O O LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC INDICTING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM AY TO STREET, LLC. LLC. PROPOSED DISH Wimtasa LLC �.��7g�g�NCL_pg��INATED TO FDP LLC. PROPOSED OISF1"XrelbeS LLC 90 E. HALSEY ROAD. 705 104 P.L.C. ASH Wlrolees LLC 12 AWG WIRE7LLC. PARSIPPANIY, NJ 07054 8. INSTALL IP EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE ON BO ES. PU AND NEC 250. LLC. POSED DISH Wireless LLC 1-1/2-FIBER TO CABINET THE EQUICT SW GROUNDING CONDUCTORS BINE BE BONDED AT ALL JUNCTION BOXES, PULL BOXES,AND/LLL 1-1 p POWER FRpp CABINET . M NDSCONNECT SWITCHES,AND EQUIPMENT CABINETS DIS�Wi.1. LLCLLC. 2-FlB ND%l PROPOSED DISH Wireless LLC D PROPOSED DISH Wireless LLC INSTALLS 1-1/2-CONDUITS OSED DI H mese L.L.C.L.L.C. 2*CONDUIT FROM L.L.C. 2-CONDUIT FROM 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL FOR CABINET AND FIBER COMMERCIAL FIBER VAULT 1-1/2-POWER FROM CABINET COMMERCIAL.FIBER VAULT 94'fe-OF 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRMIGEMENiS REFLECT POST-CONSiRUCTON EQUIPMENT. i ec4�y 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS NG.0155 R� �OItSS10NAV ELECTRICAL NOTES No SCALE DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 3 �%'C� JERti Y K McKEON NEW YORK UCENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374.1 PROPOSED 5 SINGLE MOUNTED METER SOCKETS ON EXISTING H-FRAME R IS A VIOLATION OF LAW FOR ANY PERSON. WITH 1 EMPTY METER UNLESS THEY ARE ACTING UNDER THE DIRECTION SPACES(BY OTHERS) PROPOSED DISH Wireless OF A LICENSED PROFESSIONAL ENGINEER. LLC 200A POWER METER TO ALTER THIS DOCUMEW. PROPOSED DISH Wireless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY:APPROVED BY: CABINET POWER SECTION MDC JAA JKM M M M M M 200/3 RFDS REV #: 3 CONSTRUCTION PROPOSED DOCUMENTS PROPOSED DISH I RECEIVED Wireless LLC 200/. Wireless SUBMTITALS 120/208V, B 3W LLC PROPOSED AC CABINET TELCO SINE MESA CABINET REV DATE DESCRIPTION CABINET (BY OTHERS) 0 09-20-21 ISSUED FOR PERMIT 2-RGS JAN 10 2023 1 11-05-21 ISSUED FOR POW SEE TRENCHING NOTE 1 2 11-70-21 SSlrm FOR PERMIT TRENCHING NOTES BACKFILL PER SITE 1. CONTRACTOR SWILL RESTORE THE WORK GENERAL NOTES) bouthold YOWn 4 O0s-10-222-22 a NT c�m (SEE GENERAL NOTES 17- Planning Board TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 9 s 0e-01-22 arExr�Esmrrs CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRAM AREAS,OR WITH LOCAL REGULATIONS PWR PWR-PWR-PWR PWR-PW ��--PWR a 01/07/27 cEmRr t01sI0115 REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PWR PIN PWR PWR PWR- -PWR A&E PROJECT NUMBER AREAS TO ITS ORIGINAL CROSS 8-WIDE WARNING TAPE SECTION. �j\\ / / FBR FBR- -FBR FBR-FBR NYNYCO2239A , I 2. TRENCHING SAFETY, INCLUDING, o q3q BUT NOT LIMITED 1T)SOIL I //\ / GIS DISH WIRELESS PROJECT INFORMATION �� /� m �i PVC SCH. 40 CONDUIT FOR FIBER CADWELD CLASSIFICATION,SLOPING,AND (CM TO CONFIRM) NOTE,SHORING, SHALL BE GOVERNED 0 i / /,• *6 00 NYNYCO2239A BY THE CURRENT OSHA _ ., e=zm RISER DIAGRAM IS FOR REFERENCE 61405 MAIN ROAD, ROUTE 25 TRENCHING AND EXCAVATION o EDN�,1 / m ONLY.WIRE SIZES AND FINAL WIRING SAFETY STANDARDS 0 / ,'?�•. 1{ /� PVC SCH. 4o CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 Z j '� COMPLETION OF UTILITY CONSULT. 3. ALL CONDUITS SHALL BE Ly GROUND ROD INSTALLED IN COMPLIANCE WITH OS THE CURRENT NATIONAL ,+ a*. SHEET TITLE ELECTRIC CODE(NEC) OR AS UTILITY WARNING TAPE PVC SCH. 40 CONDUIT ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SiTE AND RISER DIAGRAM JURISDICTION,WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER • - TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM No SCALE 5 E-2 DISH Wireless L.L.C.TEMPLATE VERSION 34- 08/11/2021 NOTES TO UTILITY COMPANY BACKUP GENERATOR GREAT,LAKES NETWORK CABIN THE (2) CONDUITS WITH (4)CURRENT CARRYING CONDUCTORS EACH,SHALL APPLY • 120/240Y 10 SERVICE CAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET UNIPOWER GUARDIAN DC PLATT THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.1C)1(1) FOR UL1015 OVERALL UL PLISTED POWER H, SERVICE�CENTER, WIRE (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75CS v UTILITY SERVICE N3R, 65K/10K AIC SERIES RATED. }12 FOR 20A OCPD WIRE DERATING: 0.8 x'25A- 20.0A ENTRANCE MAIN BREAKER WITH }10 FOR 30A OCPD WIRE BERATING: .08 x 35A- 28.0UA 120/240 VAC 200A 20QA INTERLOCKED GENERATOR Md.sh PH N 65K FEED, 200A 1OK NC (2) PROPOSED 1.0'EMT CONDUIT CONDUIT SIZING:AT 4070 FILL PER NEC CHAPTER 9,TABLE 4,ARTICLE 358. �c (3)3/0 WITH i8 GROUND SURGE SUPPRESSION 0.5' CONDOR- 0.122 S0. IN AREA wkeless LLC IN 3'SCH 40 CONDUIT DEVICE 140YA MOV 3.0' CONDUIT - 3.538 SQ. IN AREA 5701 SOUTH SANTA FE DRIVE NNEMA 3R.EW 200A. 1�/ COMPANY G� 01 02 LITRETON, CO 80120 U7164F PROPOSED 2010. 1 10 SHARED GND. APPROVED METER ENCLOSURE M 15A � � 20A FOR RECTIFIER 1 (2 CONWfn• USING THWN-2,CU. 15A RECTIFIER CONDUCTORS O5 OB }10 - 0.0211 SO. IN X 4 -0.844 SQ. IN SPACE 07 08 2d1 PROPOSED 2 10 FOR RECTIFIER 2 }10 - 0.0211 SQ. IN X 1 -0.0211 SQ. IN <GROUND �\ (3)3/0 WITH 16 GROUND SPACE TOTAL - 0.1055 SQ. IN IN 3'SCH 40 CONDUIT 10 S 09 10 20A PROPOSED 2 10, 1 HARED GND. FOR RECTIFIER 3 ((I CjACOND: USI G THWN-2, CU. SPACE1112 SPACE 13 14 }12 - 0.0133 SQ. IN X 2 -0.0266 SQ. IN NEW 240K 200.,SERVICE PROPOSED 2 10 FOR RECTIFIER 4 }12 - 0.0133 SQ. IN X 1 -0.0133 SO. IN <GROUND 2P,DNEMAISCONNECT 3R,SERVICE SPACE 20A RATED DLSCONNECT SWITCH. 15 18 U , SCCR t00kA SPACE 17 18 TOTAL - 0.0399 SQ. IN AZIMUTH 200 SPACE SPACE 19 20 1.0'EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(5)WIRES, ENl31NEERINl3 P.[. SPACE 21SPACE INCLUDING GROUND WIRE,AS INDICATED ABOVE SPACE SPACE (1) PROPOSED 90 E. HALSEY ROAD, SUITE 104 23 24 .5'EMT CONDUIT PARSIPPANY, NJ 07054 SPACE SPACE PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. PROPOSED 2}12, 1}12G FOR CONVENIENCE OUTLET 3/0 - 0.2879 SQ. IN X 3 - 0.6037 SQ. IN }4 CU(GROUNDING v }8 - 0.0507 SQ. IN X 1 - 0.0507 SQ. IN <GROUND t'.�OKNE1y EIMIRODE CONDUCTOR) HATE: TOTAL - 0.&544 SQ. IN `to BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 600V,AND PVC INSULATED, IN THE SIZES SHOWN • s (3)3/0 WITH}6 GROUND IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. 3.0'SCH 40 PUC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(4)WIRES, IN 3'SCH 40 CONDUIT INCLUDING GROUND WIRE AS INDICATED ABOVE G i BREAKERS REWIRED: (OR EOUN�FTNT MANUFACTURER) .� (4) 26., 2P BREAKER - SQUARE D P/N:00220 O 4 095�k ( OPTIONAL ALUMINUM SERVICE CONDUCTOR: 2) 15A, 1P BREAKER - SQUARE D P/N:QO115 1 .4/0 AL+/2 GRO MAY BE USED BSIEAO of 3/0 CU+/6 GRD IF THE TOTAL �O sSIDLENGlva• ALUMINUM OF THE CONDUCTOR 6 LESS THAN 300 FT FROM i1£TRAILOAD ITER. O •ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TD'S / BE UL LISTED.USE ANTI CORROSION CONDLOK LUBRIGWT ON CONNDCOONS JER lqY K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: PPC ONE-LINE DIAGRAM ND SCALE I MDC JAA JKM RFDS REV PANELNAME LOCATION MOUNTING/ENCLOSUpE:SUpFACFjNEMA 3q VOLTAGE:240/1201 O CONSTRUCTION GREAT LAKES EQUIPMENT PLATFORM I MAIN C/B:Zoo AMPS AVAIL FAULT CURRENT: BUS RATING:200 AMPS I SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED DOCUMENTS AMPS WIgE6CONDUR TYPE DESCRIPTION KVA CKT A B CKT KVACRECTIFIER ON TYPE WIRE 6CONDUl7 AMPS POLES POLES SUBMITTALS 15/1 2#12,11 M2G R INTERLNAL GFCI 0.16 1 2.16 2 2.00q EO SEE ONE LINE 20/2 15/1 SEEONELINE R CONVENIENCE OUTLET 0.18 3 2.18 4 2.00EQ REV DATE DESCRIPTION SPACE 5 2.00 6 2.00R EG SEE ONE LINE 20/2 SPACE 7 2.00 B 2.00EQ 0 05-20-21 ISSUED FOR PFRaLT SPACE 9 2.00 10 2.00 EO SEE ONE LINE 20/2 1 11-05-21 1541m FDR�T SPACE 11 2.00 12 2.00EOSPACE 13 2.00 14 2.00 EO SEE ONE LINE 20/2 2 11 30-21 �FDR PEW SPACE52.00 18 2.00EO ' O4-Of-1Z CLTINT C01�IR SPACE 17 18 SPACE 1s 20 4 05-10-22 CLIENT COMMENTS PACE 21 22 6 05-01-22 p1E Wr COM MENTSI SPACE 23 24 PHASED LOAD 1 8.2 1 1 8.2 KVA a 01 d1ENT WImR]EIS TOTAL CONNECTED LOAD 16.4 kVA 6BA A&E PROJECT NUMBER TOTAL DEMAND LOAD 1 16.4 kVA I 68A LOAD W1.5NEC D DEMAND DESIGN LOAD NYNYCO2239A TYPE DESCRIPTION S FACTOR KVA AMPS RECEIVED L LIGHTING 1.25 0,0 0.0 DISH WIRELESS PROJECT INFORMATION R RECEPTACLE NEC 0.4 1.6 M MOTOR NEC 0.0 0.0 H HEATING 1.00 0.0 0.0 AC HVAC 0 1.00 0.0 0.0 NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 EO EQUIPMENT 1.00 16.0 66.7 JAN 10 2023 SOUTHOLD, NY 11971 E E%ISTINO 1.25 0.0 0.0 'ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS Southold Town Planning Board SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER -3 PANEL SCHEDULE NO SCALE 'Z E DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 PROPOSED EXOTHERMIC CONNECTION •T S OOUN WITH INSPSLEEVE BUSS BAR • TEST WELL INSULATORS ■ MECHANICAL CONNECTION . - T• � � � • � —•—-- Ie AWG STRANDED & INSULATED GROUND BUS BAR PROPOSED 4'x12'x1/4'TINNED — I2 AWG SOLID COPPER TINNED I COPPER GROUND BUSSBAR d.sh O GROUND ROD BUSS BAR INSULATOR � BOND PROPOSED EQUIPMENT I I I'".I; �� v&clew,.LLC PLATFORM TO PROPOSED o o �1 .\ / •\ GROUNDING ELECTRODE \ I 5701 SOUTH SANTA FE DRIVE SYSTIEM (IYP. 4) \ GROUNDING LEGEND UnlErON, CO 80120 ' GROUND RINGWER BOND H-FRAME POST TO PROPOSED TO I I"' L'i /;• I UNI-STRUT(7YP.) _ I I r (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE M, SUPPORT POSTS TO • ', II;'I ",{� ,;,I; � � 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN � GROUND RING BOND(o) -----� COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING (lYP ALL POSTS) Ar PROPOSED 70M �\ REQUIREMENTS AND MANUFACTURER'S SPECIFlCATIONS. (BY OTHERS) I2 AWG BURIED GROUND:.— I ;;'�`, 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30' BELOW GRADE i /AZIMUTH I2 TINNED SOLID IN 1/2' ENGINEERING P.C. MIN LIQUID TIGHT CONDUIT t� � 1; °a- I GROUNDING KEY NOTES FROM 24' BELOW GRADE +*' t',�, I ".�.: ;L,% .•,. y.fi�.y.�,�i n, . 90 E. HALSEY ROAD. SUITE 104 TO WITHIN 3'TO 8'OF EXTERIOR GROUND RING•. I2 AWG SOUD COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW CAD-WELD TERMINATION T` >° PARSIPPANY. NJ 07054 f' _ _ A GRADE OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL POINT. EXPOSED END OF I�;�=_Li;, ,' , n / O OR FOOTING. THE LIQUID TIGHT CONDUIT -�! p ' MUST BE SEALED WITH I �'�I' �' _� °°" TOWER GROUND RING:THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, ®x.y..., SILICONE CAULK (lYP) v\'1, ! _ _ _ _THM • R THE TOWER AND-THE \ , I \�'°" i O BUILDING.AT LEAST TWO BONDS SHALL E MANCHORS. WHERE SEPARATE ADE BETWEEN HAVE THE TOWER D RINED G GROUND SYSTEM AND THE gt�`�v K erca�pT I BUILDING RING GROUND SYSTEM USING MINIMUM 02 AWG SOLID COPPER CONDUCTORS. y INTERIOR GROUND TING_ I2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE y • :\\ • PERIMETER OF THE EQUIPMENT AREA.ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND —---.'—'—'. -—-—. O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH I6 AWG STRANDED GREEN BOND EQUIPMENT AS INSULATED CONDUCTOR. 0pgo osss� � REQUIRED BY MANUFACTURERRESSIOR/ BOND TO INTERIOR GROUND RING 12 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE O PROPOSED EQUIPMENT GROUND RING TO PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE / D BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND ORODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF JER—M Y K McKEON GROUND RING CONDUCTOR. NEW YORK LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE CELL REFERENCE GROUND RAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER-LICENSE NUMBER:095374-1 OF FRAMES.ALL BONDS ARE MADE WITH /2 AWG UNLESS NOTED 07HERMSE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) I2 SOLID TINNED COPPER CONDUCTORS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND RAR: BOND TO THE INTERIOR GROUND RING WITH TWO 02 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER. OINSULATED COPPER CONDUCTORS.WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. G PRESENT THE CRGB MUST E CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2)TWO I2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED )DIiERiOR GABLE ENTRY PORI GROUND BI1R5: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND MDC JAA JKM BULKHEAD (TAP) I IIy I H TO GROUND RING wTH A I2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND � ` fI O INSPECTION SLEEVE RFDS REV #: 3 EXISTING MAST PROPOSEDPRENNA( ) If 11, I O TELCO GROUND Tarr. BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. I li, I I FRAME BONDING:THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ROUND MEMBER I, I DOCUMENTS ADAPTER PROPOSED J IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK STEALTH CANISTER 1, I INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND-INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A I6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS 3/B'HEX OR iNpd�lIUUIIIN�pTTIIINN�NdI II+ I INTERIOR GROUND RING. REV DATE DESCRIPTION EXISTING MAST FlLLISTER BOLT 11 FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS +' 4; D 0I-20-21 ISSUED FOR PERMIT LACK WASHER I I BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A 12 AWG SOLID (i,. O TINNED COPPER CONDUCTOR AT AN INTERNAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH t n-o}zt ISSUED FOR PFNIIf 6'x2'GROUND FLAT WASHER i ,+ ; �j i GATE POST AND ACROSS GATE OPENINGS. 2 11-30-21 BMW FOR PERMIT BUS BAR DITERIOR INTI'110NOS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL E BONDED 3 Oh04-22 CLIENT COMMS MS 8'x2"GROUND I O TO THE EXTERIOR GROUND RING. USING I2 TINNED SOLID COPPER WIRE 4 05-10-22 CLIENT ODWERLrs BUS BAR EXISTING MAST b 06-01-22 WENT COMMENTS 1\1\\111M11\\1\\111\H\1\\\\R1\1\\ I I I ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE ROUND MEMBER O TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED a 01/03/23 CLIENT COMMENTS GROUND RING. A&E PROJECT NUMBER � � STAINLESS STEEL 11�� HOSE CLAMP I.AWG STRANDED DURING ALL , POWER SYSTEM CHANGES INCLUDING DC SADDEN CHANGE OUTS, RECTIFIER ER REPLACEMENTS NYNYCO2239A STAINIEs Stm IN ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS BATTERY REPLACEMENTS AND COPPER GREEN HOSE CLAMP 8'x2'GROUND BUS BAR I INSULATED (TAP) 0 INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS T SHALL BE REQUIRED THAT SERVICE (TOTAL OF 1) O CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND DISH WIRELESS PROJECT INFORMATION CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR NYNYCO2239A TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED 7O PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 P REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING RE E 'E ELEVATION SHEET TITLE JAN 10 2023 GROUNDING PIANS AND NOTES Soui:ho d Town SHEET NUMBER Planning Board G-1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wireless L.L.C.TEMPLATE VERSION 34- 08/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING EM REQUIRED WHEN • PROPOSED GPS UNIT ANTENNA IS LESS THAN 10' FROM CABINET �- -------------------- �--- sh --------------------a PROPOSED GPS UNIT I I � W�'�@I@SSn LLC PROPOSED PIPE COLUMN F__________ ______ t2 AWG GROUND gGRlUll PROPOSED POST CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE lec ll iB I PROPOSED GPS UNITLITTLETON, CO 80120 MOUNT OR APPROVED PROPOSED PIPE CLAMPS PROPOSED DISH EQUIVALENT Wireless LLCLLC. POWEROPROTECTIVE ,CABINET IRESERVED SPACE FIBER NID, IF REQUIRED IdL ---- N 1/2'COAX CABLE 8' AZIMUTH MINIMUM BENDING RADIUS ENGINEERING P.C. PER CABLE MANUFACTURERS y ( lSPECIFICATIONS ++pp I I PROPOSED Ili 90 PARS PPANY,. HALSEY ONJ 057U015 104 I{ NO SCALE I III DISH W LC. I,f LLC LLC. }'� I TYPICAL GPS UNIT GROUNDING No SCALE 2 SAFETY SWITCH. I I I INSTALL IF III I OF Nay III REQUIRED BY LOCAL COMPANY f IIK Al,..._ ITTi III III PROPOSED TELCO I i� FIBER ENCLOSURE J s �----- l. I J I f qC�M • / PROPOSED /2 AWG TIE INTO GROUND RING (TYP) � JER E`lIY K McKEON 'll II PROPOSED PLATFORM NEW YORK LICENSED PROFESSIONAL /2 TINNED SOLID IN 1/2'MIN. LIQUID o o Q o o ° /1 TT ENGINEER•LICENSE NUMBER:095374-I TIGHT CONDUIT FROM 24' BELOW GRADE ° BUSS o ■O TO WITHIN 3'TO 6'OF CAD-WELD MOOOOON IT IS A VIOLATION OF LAW FOR AHY PERSON, TERMINATION POINT. EXPOSED END OF UNLESS THEY ARE ACTING UNDER THE DIRECRON THE LIQUID TIGHT CONDUIT MUST BE BOND EQUIPMENT I I I I I OF A UCENSED PROFESSIONAL ENGINEER, SEALED WITH SILICONE CAULK (TYP) { GROUND BAR TO j LI I { �\ TO ALTER THIS DOCUMENT. 1 SYSTEM ID t L-JI 1 JAN ® 2023 I { ELECTRODE f PROPOSED GROUND RING L-_ J t DRAWN BY: CHECKED BY:APPROVED BY: 00 �'7'�/.7 ',Y'r %Y.�1-I�".._/S�ri }' 'i.71 I!�� 00 �: j'r�`*�i..% SOUtIIO YOWn +Ci ✓� t v r 1. �_ MDC JM JKM ," ,• \/ % �. ♦/ % \;/ Plannin Board i �'/'// / /�i�/ /.,'/i % �, % % *�// 1•.�/ BASE CONNECTION REDS REV #:PROPOSED 3 ��/��%�� \'�/� �' i��i =,' Iy�i�♦`�/� �/��/%� �//�♦ /1`.. ` ' —� ` ' — GROUND RING ♦ ' 2 GROUN CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL No SCALE OUTDOOR CABINET GROUNDING 7NOcALE 3 SUBMITTALS REI/ DATE DESCRIPTION tY DIA x 24' DEEP o 09-20-21 MUED FOR PERMIT /2 TINNED SOLID IN 1/2'MIN. LIQUID INSPECTION SLEEVE PVC TIGHT CONDUIT FROM 24' BELOW GRADE OR SOIL PIPE WITH CAP 1 11-05-21 ISSUED FOR PERMIT TO WITHIN 3'TO 6'OF CAD-WELD PIPE OR EQUIVALENT 2 ft-so-2t scum FOR PERMIT TERMINATION POINT. IXPOSED END OF �� •cN 1•-0• J 04-04-22 CLIENT COMUENLS THE LIQUID TIGHT CONDUIT MUST BE i FINISHED GRADE 4 05-to-22 amLr oouMENrs SEALED WITH SILICONE CAULK. i o..6:..:o°: :o..o°°P'O.o b::o:c?.'o°.o:p .o:o:o:.� INCLUDE WARNING TAPE WITH GRADE 3 c•.o°:o, o:.a:o. o•.o: :q°•o:o°:y°•o:°:o°c:'o. BACKFILL PER SPECIFICATIONS a 011-01-22 CLIENT COWEMS ` ` ,♦. ♦, ., .♦ .\ \. \ e 01/03M OUE T COMExrs /` j , /`\ \ / ,.♦� I I %/ i/%//\/ "zip \//\//\//\//\/ /\\/\/\ //\% f / //,//,i;/%` A&E PROJECT NUMBER \ '•',. ;:\\; NYNYCO2239A oca0� \�, \w II \ \ ♦ EXOTHERMIC CONNECTION �Zo >y /•, �` ;/\\A& DISH WIRELESS PROJECT INFORMATION 3/4'CRUSHED STONE 0R m �J i•, i� \ EWITHIN 2'OF TOP OF OObi / ; \/ ` `�\ \ NYNYCO2239A GROUNDING LOOP CONDUCTOR �m_ ♦�``\ /\; / ,GROUND RINC, /2 AWG 61405 MAIN ROAD, ROUTE 25 SOUTHOU), NY 11971 CADWEL(TYP) I I GROUND RING \/ SOLID BARE TINNED ` \ \ / COPPER CONDUCTOR TIE INTO EXISTING /2 AWG SOLID TINNED %\��\'/ \'/, ♦•/ / ♦ SHEET TITLE GROUND RING u EXTERIORPPER GROUNDDO RING '/�,�i,.�y; ;� GROUNDING DETAILS o GROUND ROD, 1/2' MIN. x 8'-0' LONG COPPER CLAD STEEL (ERICO /625880) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5' TYPICAL GROUND RING TRENCH No scALE 6 DISH Wireless LLC.TEMPLATE VERSION 34- 06/11/2021 1. EXOTHERMIC WELD (2 TWO, /2 AWG BARE TINNED SOLID COPPER CONDUCTORS M GROUND • BAR. ROUTE CONDUCTORS M BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC c r WELD. W oOTBEMVISIIBLEE (TIP)THREADS S/S BOLT(TYP) f� 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8'DIAMETER OR LARGER. ¢ 12'MIN S/S SPLIT WASHER (TYP) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH s h AN ANTI-OXIDANT COMPOUND BEFORE MATING. N S/S FLAT WASHER (TYP) LLC 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND HYBRID CABLE ii�7r7 BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE LITTLIETON, CO 80120 DOWN TO GROUNDING BUS. �� LUG �) S/5 RAT WASHER (TYP) 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WEATHERPROOFING KIT 71N COATED SOLID THE BACK SIDE (SEE NOTE 3) COPPER BUS BAR S/S NUT(TYP) S. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. ^� CABLE GROUNDING KIT CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. /8 AWG STRANDED COPPER 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8'OF THE BARREL(NO SHINERS). CONDUCTOR WITH THWN-2 INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 &2) /AZIMUTH ENGINEERING P.C. 90 E. HALSEY ROAD, SUITE 104 TYPICAL GROUNDING NOTES NO SCALE CONNECTION OF HYBRID CABLE GROUNDING KIT Fo SCALE 2 LUG DETAIL No SCALE 3 PARSIPPANY. NJ 07054 TO HYBRID TRUNK OF NE(y qq g��y x MgfFOT MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL. CLOSED BARREL. FOR ALL BLACK HEAT CONDUCTOR INSULATION TO TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO-HOLE SHRINK W BUTT UP AGAINST THE ALL INTERIOR TWO-HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS G sr 3/6'DIA x1 1/2' 3/8'DIA x1 1/2' f ► eF /6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND OBIO ssIDRrti GREEN, 60OV,THWN BAR LOCATED AT MCL INSULATION (OR T) PROVIDED SO i i i i (BONDED TO TOWER STEEL) S/S NUT S/S NUT WITH GROUND KIT) (1YP) S/S LOCK S/S LOCK WASHER WASHER _______ JERE-T Y K McKEON --- ------- ICENSED PROPOSED HYBRID TO WASHY T JJASHD T JJJf� ENGINEER YORK -LICENSE NUMBER: %374`1 ANTENNA(TYP) --- ------- --- ------- TINNED COPPER TINNED COPPER S/S FLAT GROUNDING BAR ___ S S FLAT GROUNDING BAR R IS A VIOLATION OF LAW FOR ANY PERSON, WASHER S/S --- ------- UNLESS THEY ARE ACTING UNDER THE DIRECTION �� OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING MONOPOLE --- ------- S/S BOLT S/S BOLT DRAWN BY: CHECKED BY:APPROVED BY: (1 OF 2) (1 OF 2) MDC JAA JKM 1/16-MINIMUM SPACING 1/16-MINIMUM SPACING RFDS REV #: 3 #6 AWG 2 HOLE LUG MP) CONSTRUCTION HYBRID(TYP FOR) DOCUMENTS TOBTS ORECEPBRIDGMENT VIA TYPICAL INTERIOR TWO HOLE LUG NO SLUE 5 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 6 suBMrrrALs REV DATE DESCRIPTION EXISTING GROUND WIRE 0 09-20-21 ISSUED FOR PfAYF 1 11-05-21 ISSUED FOR PEIW EXISTING TOWER PIER/ 2 11-70-21 ISSUED FOR PEEWIT FOOTING 3 0"4-22 CUENT COMMDFIS GRADE 4 05-10-22 amrt OONMIS �%../;�/,,�; • /��!�%` a ae-01-22 cuE1a coMLLENIs INSPECTION e 01/01/0 cuolr CONIEWis WELL A&E PROJECT NUMBER EXISTING GROUND RING ; NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYN RECEIVED61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 JAN 10 2023 SHEET TTRE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS.ALL MECHANICAL SOUL old Town GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN AND-OXIDANT COATING. Planning Board 2. ALL=GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNRED EDITION OF ANSI/'M 222 AND NFPA 780. SHEET NUMBER _ G-3 TYPICAL ANTENNA CABLE GROUNDING NO SCALE 4 NOT USED No SCALE $ NOT USED No SCALE Q DISH Wirelese L.L.C.TEMPLATE VERSION 34- 05/11/2021 LOW BANDS (N71+N26) AWS • HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING OPTIONAL - (N29) (N66+N70+H-BLOCK) � ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH LOW—BAND RRH PORT 1 PORT 2 PORT 3 PORT 14 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORI 4 ( s h 600 MHz N71 BASEBAND) + + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT (850 MHz N26 BAWD) + less-LLC ,. (700 MHz N29 BAND) - OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATNE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH LITTLETON, CO 80120 ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE ORANGE ORANGE ORANGE ORANGE _ P ORANGE ORANGE • FOR ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID-BAND RRH RED RED RED I JPURPLE GREENGREEN IY RED BLUE GREENAZIMUTH (AWS BANDS N66+N70)ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) PURPLEGREEN90 E. HALSEY ROAD, SUITE 104 _ p'R PURPLE _ P PURPLE PARSIPPANY, NJ 07054 COLOR IDENTIFIER 2 ZE OF NEW K MO, o HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX/1 COAX /2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) n ALONG WITH FREQUENCY BANDS. O -09531 E� EXAMPLE 1 — HYBRID. OR DISCREET. SUPPORTSRED RED RED RED �OTTssill ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS. BLUE BLUE / /l"—`��--,/ EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN GREEN CBRS ONLY, ALL SECTORS. EXAMPLE 3 - MAIN COAX WITH GROUND ORANGE YELLOW ` JEREMY K McKEON MOUNTED RRHs. NEW YORK LICENSED PROFESSIONAL PURPLE ENGINEER LICENSE NUMBER:095374-1 R IS A VIOLATION OF LAW FOR ANY PERSON, FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LOW-BAND HHR FIBER CABLES HAVE SECTOR TO ALTER THIS DOCUMENT. STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY:APPROVED BY: ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE MDC JAA JKM POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH RFDS REV #: 3 LOW-BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY RED RED BLUE BLUE GREEN GREEN DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USE D SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 0 09-20-21 WM FOR PERMIT MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 1 11-05-21 RS/FD FOR PERMIT RET CONTROL IS HANDLED BY THE MID-BAND IN IN IN IN IN IN 2 11_30-21 ISSUED FOR PERMIT RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 3 01-04--22 CLIENT COMMENTS SEPARATE RET CABLES ARE USED WHEN EE BLUE BLUE GREEN GREEN 4 05-10-22 CLIENT COMMDTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH 3 06-01-22 CUEW COMMENTS LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE e 01/03/23 CLIENT COMMENTS A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES NYNYCO2239A PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP DISH WIRELESS PROJECT INFORMATION WITH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOR WHITE WHITE WHITE WHITE WHITE WHRE EACH ADDITIONAL MW RADIO. RED RED BLUE BLUE GREEN GREEN 61405 MAIN ROAD, ROUTE 25 MICROWAVE CABLES WILL REQUIRE P-TOUCH WHITE WHITE WHITE WHITE WHITE WHITE RECEIVED SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN LOCAL AND REMOTE SITE IDs. JAN 1 `� WHITE WHITE WHITE A + O 2023 i SHEET TITLE RF CABLE COLOR CODE SouthO COwn Planning Board I SHEET NUMBER G-3 RF CABLE COLOR CODES NOT USED 4 DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADOL ADDITIONAL LF LINEAR FEET r CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 9 AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY d * sh TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM BT AGL ABOVE GROUND LEVEL MAX MAXIMUM w EXOTHERMIC WITH INSPECTION SLEEVE 0 A1C AMPERAGE INTERRUPTION CAPACITY MB , MACHINE BOLT �f�$,.LLC GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD II� ANT ANTENNA 5701 SOUTH SANTA FE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE IMT APPROX APPROXIMATE MGN MASTER GROUND BAR I MIN MINIMUM LITTLEfON, CO 80120 l ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH M L METAL yAWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH �j•1 $ DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE(2)TWO LAMPS +e-TB t- _� AZIMUTH I F / NUMBER I BM BEAM BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE SMOKE DETECTION (DC) SD_ BOF BOTTOM OF FOOTING OC ON-CENTER ENGINEERING P.C. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY UGHTING (DC) CANT CANTILEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 CHG CHARGING PARSIPPANY, NJ 07054 P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW CLG COLING PCS PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K-SR4-120-PE-DDBTXD O CLR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x x X x COL COLUMN PRC PRIMARY RADIO CABINETgOF IN COMM COMMON g4)� YKM o PP POLARIZING PRESERVING � WOOD/WROUGHT �- IRON FENCE CONC CONCRETE PSF POUNDS PER SQUARE FOOT t WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH s LEASE AREA ————————————— DBL DOUBLE PT PRESSURE TREATED TIC DIRECT PROPERTY LINE (PL) - - - - - - DEPT DEPARTMENT ENT PWR POWER CABINET PROP �O�GfESSION�� QTY QUANTITY � J/\ SETBACKS ------------------------- DF DOUGLAS FIR RAD RADIUS ICE BRIDGE DIA DIAMETER RECT RECTIFIER DIAG DIAGONAL REF REFERENCE CABLE TRAY DIM DIMENSION REINF REINFORCEMENT JER If Y K McKEON WATER LINE W W W — W — W DWG DRAWING NEW YORK LICENSED PROFESSIONAL DOWEL DOWREQ'D REQUIRED ENGINEER-LICENSE NUMBER:095374-I UNDERGROUND POWER —UGP—UGP—UCP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGT—UGT—UGT—UGT—UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON. RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER OHP—OHP—OHP—OHP— EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER. ELEC ELECTRICAL RRH REMOTE RADIO HEAD TD ALTER THIS DOCUMENT. OVERHEAD TELCO OHT OHr OHf %rr EMT ELECTRICAL METALUC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO/POWER —UGT/P—UGT/P—UGT/P—UGT/P — ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: ABOVE GROUND POWER —AGP—AGP—AGP —AGP—AGP— EQ EQUAL SCH SCHEDULE MDC JAA JKMSHT SHEET EXP EXPANSION ABOVE.GROUND TELCO —ACT —AGT —'AGE —AGT —AOT E7(T EXTERIOR SA) SMART INTEGRATED ACCESS DEVICE RFDS REV #: 3 ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — EW EACH WAY SIM SIMILAR WORKPOINTWP FAB FABRICATION PSPECIFICATION CI EC SPECIFI TION CONSTRUCTION FF FINISH FLOOR DOCUMENTS SECTION REFERENCE FG FINISH GRADE SS STAINLESS STEEL SID STANDARD X-X FlF FACILITY INTERFACE FRAME SUBMITTALS FIN FINISH(ED) SR STEEL REV DATE DESCRIPTION TEMP TEMPORARY FLR FLOOR THK THICKNESS o 0e-20- SSU 21 IED FUR FERI f DETAIL REFERENCE FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER 1 11-05-21 ISSUED FOR Pow X-X FOC FACE OF CONCRETE TN TOE NAIL 2 11-30-21 ISSUED FOR PERMIT FOM FACE OF MASONRY TOA TOP OF NA s 04-04-22 CLIENT COMIENB CURB TOC TOP OF CURB FOS FACE OF STUD 4 05-10-22 CLIENT COMENIM FOW FACE OF WALL TOF TOP OF FOUNDATION s 1 0e-01-22 1 CLIENT COMMENTS FS FINISH SURFACE a o1/05/23 cuENr coE mam FT FOOT TOP TOP OF PLATE(PARAPEn FTC FOOTING TOS TOP OF STEEL A&E PROJECT NUMBER GA GAUGE TOW TOP OF WALL NYNYCO2239A GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH WIRELESS PROJECT INFORMATION LIG UNDERGROUND o ' _ V E® MAINNYNYCO2239A R GIB GLUE LAMINATED BEAM 'F GLV GALVANIZED UL UNDERWRITERS LABORATORY a GPs GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE 61405 MAIN ROAD, ROUTE ZS GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM SOUTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) JAN 10 2023 HDG HOT DIPPED GALVANIZED VIF VERIFlm IN FIELD HDR HEADER W WIDE SHEET TITLE HGR HANGER W/ WITH Southold Town LEGEND AND + HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD Planning Board ABBREVIATIONS HIT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT SHEET NUMBER GN-1 LEGEND ABBREVIATIONS DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 SITE ACTIVITY REQUIREMENTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NO (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless r 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: LLC LLC. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. � 2. 'LOOK UP' - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CONTR4CTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION ld * sh THE INTEGRITY OF THE,SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC LLC. vkeless-LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER:TOWER OWNER NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO B0120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. ^\ 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMIT'S SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL AZIMUTH PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4, NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ENGINEERING P.C. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 90 E. HALSEY ROAD, SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF PARSIPPANY, NJ 07054 STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). RECORD. 5. ALL SITE WORK TO COMPLY WITH DISH Wireless LLC L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST ,tE OF NEty ACTIVITIES ON DISH Wireless LLC L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO * °y 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY POSSIBLE.DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS ' SUCH CHANGE OF INSTALLATION. 9pssloN�� ` 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. G OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, JEREt-lY K McKEON 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED NEW YORK LICENSED PROFESSIONAL UNLESS SPECIFICALLY STATED OTHERWISE. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER-LICENSE NUMBER:095374.1 ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START R IS A VIOLATION OF LAW FOR ANY PERSON, LS OF CONSTRUCTION. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIA , EQUIPMENT, APPURTENANCES AND LABOR UNLESS THEY ARE ACTING UNDER THE DIRECTION NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, - TO ALTER THR oocUNENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE g THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UNLESS SPECIFICALLY STATED OTHERWISE. UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE MDC JAA JKM FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDS REV #: 3 PROCEDURES. OF INSTALLATION. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING 'IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTIONOF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNER o 09-2D-21 ISSUED FOR POW WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 1 111-05-21 ISSUED FOR PERW THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 2 11-30-21 ISSUED FOR PEWIT UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 3 04-61-22 CLIENT COMEN S 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 4 05-10-22 CLIENT COMMENTS REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 3 1 06-01-22 1 CLIENT COWEM 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. a I o1/o3/23 I cuEur commam A&E PROJECT NUMBER 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE NYNYCO2239A APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF 61405 MAIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL RECEIVED SOUTHOLD, NY 11971 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. JAN ® SHEET TITLE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 2023 GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. SOUL: ,ol Town SHEET NUMBER 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY Planning Board BASIS. GN-2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wireleso LLC.TEMPLATE VERSION 34- 05/11/2021 CONCRETE. FOUNDATIONS._AND REINFORCING STEEL: MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET • AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 EXTERIOR LOCATIONS. r psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR " 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR d.sh MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED IM& LLC 4, CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE 11 PORTLAND CEMENT WITH A 27, THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C./ 5701 SOUTH SANTA FE DRIVEMAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITfLEfON, CO 80120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL 28, THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC LLC.". #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2" AZIMUTH #5 BARS AND SMALLER 1-1/2" ENGINEERING P.C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS 3/4" 90 E. HALSEY ROAD, SUITE 104 BEAMS AND COLUMNS 1-1/2" PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. or N ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE.PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE °y FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED ' AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. �OFFssIDN�� 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE JEF�EiqY K McKEON RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374.1 GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR IT IS ROF A VIOLESSIONAL ENGINNEEERR,. ATION OF LAW FOR ANY PERSON, EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. uNlFss TNEr ARE AUNDER THE E OF A LICENSED PPROF 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE TO ALTER THIS DOCUMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY:APPROVED BY: ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. MDC JAA JKM 8. TIE WRAPS ARE NOT ALLOWED. REDS REV #: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THIN, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DOCUMENTS TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS SUBMITTALS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THAN. THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 0 00-20-21 KWED FOR PONT 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-SME, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 1 11-05-21 ISSIM FOR PEFSIT BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 2 11-30-21 =ED FOR PER1R 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND 3 04-04-22 CULNr OOMMENLs NEC. s 05-10-22 CUENr OOMMENTS 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR s 05..01_22 CLIENT CDWER1s EXPOSED INDOOR LOCATIONS, a 1 01/03/23 1 aMff COMMS 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. A&E PROJECT NUMBER 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. NYNYCO2239A 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. DISH WIRELESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. 61405 MAIN ROAD, ROUTE 25 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE �, 9 NEC. ; ® SOUTHOLD, NY 11971 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). �� ® 223 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 16N SHEET TITLE 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE GENERAL NOTES DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF > THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO SOUL old OV�f1 ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE planning Board SHEET NUMBER MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT GN-3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wireless LLC.TEMPLATE VERSION 34- 05/11/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL • BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR r GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO • ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. d.sh 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. Wke'l@ssn LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY • ' BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. RNE E TA F SANTA NE 5701 SOU 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS u1TLTN 80 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS 120 EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. w^\ 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE • OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY AZIMUTH SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ENGINEERING RC. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 1atE°Kro 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 4�n 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHAD. BE BONDED TO THE GROUND a °y RING, IN ACCORDANCE WITH THE NEC. > 18. BOND ALL METALUC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. °•oes�' 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED 35m THROUGH METAUJC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALUC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. vJEREI Y K ML KEON 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4' NEW YORK LICENSED PROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24' BELOW GRADE TO WITHIN 3- TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINEER-LICENSE NUMBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON. TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO T°ALTER THIS DOCUMENT. THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE DRAWN BY: CHECKED BY:APPROVED BY: (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. MDC JAA JKM RFDS REV CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 ISSUED FOR PERIff 1 11-05-21 ISSUED FOR POOR 2 11-30-21 ISSUED FOR PERMIT 3 04-04-22 CLIENT COMMENTS 4 05-10-22 QJENT COMMENTS O OW-01-22 CUENf COMMENTS W j 01/03%13 j C1kM COMMENTS A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 RECEIVED ¶ SOUTHOLD, NY 11971 J g 0 2023 SHEET TITLE GENERAL NOTES Soutrlold Town Planning Board SHEET NUMBER GNA DISH Wtreleee L.L.C.TEMPLATE VERSION 34— 06/11/2021