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HomeMy WebLinkAboutTR-10482 0 PROJECT TEAM GENERAL NOTES CUENT REPRESENTATIVE THE FACILITY 15 UNMANNED AND NOT FOR HUMAN HUITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY ADDRESS: I S. COMPANY: ELITE TOWERS LP. / SEWER SERVICE POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. O \�CT'.STATE ZIP. E PATCHOTCHOGUE UNE NY 11772 CONTACT: TANYA NEGRON N PHONE: (516)410.8730 �^`� E-MAIL TANYA.NEGRONQEUTE-TOWERS COM APPLICABLE BUILDING CODES&STANDARDS ELITE TOWERS LP �zIMUTI-� SITE ACQUISITION 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 PLANS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS LP. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRESS: I S.DURKEE LANE VVlreleSS Communications Infrastructure Experts CRY.STATE LP. E PATCHOGUE NY 11771 1. 2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NIG 0.ON PHONE (516)4 1 0-9730 2.NATIONAL ELECTRICAL CODE NWA 70-17 1 E-MAIL TANYANEGRON@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 NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. S.AMERICAN CONCRETE INSTITUTE 319.14 ` r ADDRESS: 90 E.HALSEY ROAD,SUITE 101 ra— ?-,In ` CRY,STATE ZIP. RSI NJ 07054 JE CONTACT: JEREMYY MCC ON 6.AMERICAN INSTITUTE OF STEEL CONSTRUCTION I STH EDITION MCK PHONE: 973-970-0068 w_ _ E-MAIL JMCKEON@ALZIMUTHEG.COM 7.EIAITIA-222 REVISION H % L 8.TLA 607 FOR GROUNDING APPUCANT/LESSEE `\ 9.INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 COMPANY: ELITE TOWERS L.P. VERIZON WIRELESS IO.IEEE C2 LATEST PORION ADDRESS: I S.DURKEE LANE CITY,STATE ZIP. F PATCHOGUE NY 11772 `°_APPLI�,NT SITE NAME: SOUTHOLD 4 11 TELCORL7IAGR•127512ANSITI311 ■ COMPANY: NEW YORK SMSA LIMBED PARTNERSHIP d/NR VERRON WIRELESS PROJECT DESCRIPTION/SCOPE OF WORK �On '/ ADDRESS: 4 CENTEROCK ROAD CITY,STATE LP. WEST NYACK NY 10994 THIS PROJECT WILL BE COMPRISED OR CO-APPLICANT ELITE TOWERS: COMPANY: SOUTHOLD FIRE DISTRICT INSTALLATION OF NEW EQUIPMENT COMPOUND,6'-0'HIGH CHAIN LINK FENCE ISO' PeRO�TEcY(KIREL ADDRESS: SS 135 SOUTHOLD. ROAD SOUTHOLD FIRE DISTRICT CONCEALMENT TOWER MESA LANDSCAPING SHRUBBERY BANK ELECTRIC TRANSFORMER CITY,STATE ZIP. SOUTNOLD.NY 10991 STEEL b CONCRETE BOLLARDS,UNDSCAPNG 8 SHRUBBERY below. • NEW 70'-0"x 35'-0"EQUIPMENT COMPOUND WITH 6'-0'CHAIN LINK FENCE.=I Call —ft • NEW 150'CONCEALMENT TOWER=I FOR STATE SPECIFIC DIRECT PHONE NUMBERS SHEETINDEX MESA CAB INET=I `nSIT WWWCALLBUCDM • ELECTRIC METER BANK=I • ELECTRIC TRANSFORMER=I ' • STEEL b CONCRETE BOLLARDS=4 :SAS SHOWN —WAS JKM SHEET NUMBER DESCRIPTION MAIN NEW TREES.SHRUBBERY,LANDSCAPING=T.B.D. 7-01 TITLE SHEET 6 1405 L�i< aIN ROAD 5DI1TIOlD NY iBIE DEPARTMENT B D5/I8123 REVISED PER coMMENTsL)R JW5 Z-02 SITE PLAN b NOTES NEW FIRE DISTRICT EQUIPMENT CABINET=1 7 OSro523 REMs6o PER connENn JWS • NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM=I 6 01/13/23 REMSED PER COMMENTS JWSZ-03 BULKTABLE NEW TIRE DISTRICTCONCRETE I =4 5 01103!3 CUENTcrnnE JWSZ4N ZONING INFORMATION NEW FIRE DISTRICT ANTENNA- Z-05 200'RADIUS PLAN OUTHOLD, NY 11971 NEW FIRE DISTRICT PTP=1 4 12/1422 uENT connENn WPK2416 VIGNITY PAN 06/01/22 CENT C—ME— JWSVERRON WIRELESS: 2 5/1022 CUENT COIAMEWS JWSZ-07 500'PROPERTY OWNERS UST INSTALLATIONOF NEW T40 CONCRETE%ERS 20-0x 10'-0'STEEL EQUIPMENT PLATFORM I 01ro521cuENTconnENrs JWS SUFFOLK COUNTY EQUIPMENT CABINET BATTERY RIDGE P TELCO CABINET,PPC CABINET WORK LIGHTS Z48 COMPOUND PLAN DISCONNECT$WITCH.CABLEBRIDGE PANEL ANTENNAS.FIRM'S INET O 0 12/23/21 REVISED PER canMErvTs JCM JWS Z-09 EQUIPMENT PUN NEW 2'-0'0 CONCRETE PERS=6 REV DATE DESCRIPTION Z•10 ANTENNA PLANS b ANTENNA SCHEDULE Z•II ELEVATION SITE TYPE NEW xSTEEL EQUIPMENT PLATFORM YK NEW EQUIPMENT CABIN BATTERY Z42 CONSTRUCTION DETAILS-I NEW BATTERYY CABINET BINETI I PtE OF NE6y NEW TELCO CABINET=I 91P' Z-13 CONSTRUCTION DETAILS-2 NEW PPC CABINET=IN WORK Z-14 EQUIPMENT DETAILS-I NEW DISCONNECT SWITCH=1N CABLE ♦ l 1 Z"15 EQUIPMENT DETAILS-2 1501'0" CONCEALMENT POLE NEW PANEL ANTENNAS.2 RETIA 6TOTAL W Z-16 FIRE DISTRICT EQUIPMENT I NEW 0.0.H-3 PER SECTOR 9 TOTAL 7.17 FIRE DISTRICT EQUIPMENT-2 NEW DIPLEXERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) CiA`cop"0853"16 NEW I PLDEERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) ADFE SSIORE� j El Z•1B 20071NSURANCE FLOOD INSURANCE MAP NEW TRIPLEXERS=I PER SECTOR 3 TOTAL(AT ANTENNAS) C AERIAL MAP VICINITY MAP N jER[-M)J K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 AREA OF WORK E IT IS A VIOLATION OF LAW FOR ANY PERSON, SITE UNLE55 THEY ARE ACTINGM UNDER E DIRECTION INFORMATION OF THE RESPONSIBLE LICENSED PROFESSIONAL AREA OF WORK _ ENGINEER,TO ALTER THIS DOCLAAENT PROPERTY/TOWER OWNER NAME: :UD DIPOND MARINA INC. 5 SITE INFORMATION: ADDRESS: 1405 MAN IROA SOUTHOLD SITE NOT ALBERT'SON MARINE CITY.STATE ZIP: SOUTHOLD NY.11971 DISTRICT: 1000 _. j- � �� SECTION S6.0061405 MAIN ROAD SUBJECc _ SQIUTHOLDP NY 11971 CONTITBLOCK/LOT: 3/I5 AIbM6onMeDOe Inc 1 SMOLKCOUNW CONTIGUOUS 8✓A.ERUM� y LANDLORD-OWNED Lots: i 3 a.I.z z - iI.L i SITE TYPE: LATITUDE 41076024 �a LONGITUDE: -72.906034 AUG 3 1 2023 150"0 CONCEALMENT POLE eta LATAONG.TYPE NAD 83 FEMA MAP BASE ROOD ELEVATION= 6'AMSL - DPTRIo a mv,AZI6IunI ENcwEERmc P.c..LLC Au- RLGNTS RFSERTTiD Scup.dd;ow MS TMRAWN AND A INFDR4Hn ;SP1 NEO NERD IS v FAA IA GROUND ELEVATION= S'AMSL Xer E r S �' USE Fan RPwSI > EQUIPMENT ELEVATION= 3'ABOVE GRADE 6r Tt rl�teE AN oR�Rrc r NO*BE Cwco REUSED. ol�sc�osEo.'"' u16mIaD oR RELEI)UPON FOR ANI OTHER PURPosE I - CUTHE EXPRESS WMTTDI CONSENT aF Az�MUIN ENGINEERING P.C.,LLC. p AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE b EQUIPMENT COMPOUND Z ZONING/JURISDICTION: TOWN OF SOUTHOLD SHEET TITLE' tt ZONING DISTRICT: M-11-MARINE 11 TITLE SHEET 0CURRENT USHPROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY 2? O (SHEET NUMBER. tt HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN Z_O T C. HABITATION.HANDICAPPED ACCESS NOT REQUIRED. QI L4 1 a N NOTES: 1. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING N / STRUCTURAL ANALYSIS. / 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE W� WITH STRUCTURAL ANALYSIS. s 3. TRUE NORTH BASED ON GOOGLE MAPS. �Z LJT H _ '0 PROPOSED 70'-0"x35'-0"EQUIPMENTEN0INEERING P.C. COMPOUND(SEE SHEET Z-08) FRESHWATER WETLAND 4• NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. - - _ '__ _- BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND 9.6-_`-_ __- __ -_�__ F ENGINEERING,SURVEYING, >� Q _ + SURyE1 ING P.C. SIGNED BY STEPHEN E. RAyN P.E. L S. LICENSE 049664 & 7__ -_'`_-- _ - O LANDSCAPE ARCHITECTURE AND 9'� ! _� � _-¢�m p GEOLOGY,P.C.,ON MARCH 22,2023. DATED 10/24/1 B. ELITE�TONVERS LP"aw:nm „: - ��� u 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. -- --- - ---- - -- iQgp=__ -� _--g-9 Hp- O a _{ygg{J4'-„- ____--_ ITRq�5 -_ _ _ _ _ Z,3 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR r1R -- ---_- O -_ __- p= Z BOT S(ppE PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY NS7-5g,�-�5--- ___---_ a - F_=-- TF4.54 47"E �-_ ___f'�bEt stop_ _ BAF' , F-_o ____ - SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. TF6.,a _ 4�1 __ 0 0--� �- _ -__---__ Az SOUTHOX ' 154-0"t - -_-- V u B -_-_-- ---`--_ 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR TO NEAREST BUILDING NAD AGENT PROPERTY OF SLOPE ? ,- g ---__--!oD "' z 6.i J - - u` O 6 -` MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE snv.yew. --_-- z -- �- AND INTRUSION. OEp t. ! fi,,a -- -__ , __ u__ ` -�3 FACILITY FOR BOTH FIRE J� 451 80'-0"t �(��(� 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE ----- TO FENCE CO (3 L3-( . ', ',' N. 0 j' _ --_-__ __=__ IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: u� 113'_0"t I °.'8 __�` _ 4.7 N TO CONCEALMENT PO 4'4 4.3' II -3,9� A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS LE I --_ ! AND REQUIREMENTS. ve=nv ` e EV 4.5 \ 3.5 B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, �s� o 0- I STANDARDS ANDREQUIREMENTS.4 - --- -- ----- T�9'�^♦ m t\ MON. W. CONTRACTOR SHALL CONTACT `NEW YORK UNDERGROUND PLANT LOCATION P O ELT YOUREunF _q�, � I II � LIMITS OF NYSDEC FRESHWATER SERVICE` AT 1-800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN =. ., 4,." - 0 o U \ ♦_�� I I WETLAND 100 FOOT ADJACENT I Callmba a �w.,�a w.>rATT r4.4 I 1 THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. 1 ,:below. AREA AND TOWN F SOUTHOLD - Z TFy�y�T�s ® O lASFOSRHSOTAWE NSPECIFIC DIRECT PHONE NUMBERS 4.6 WETLAND JUR JURISDICTIONAL AREA 11. CONTRACTOR SHALL COORDINATE COMPLY WITH EXISTING UTILITY Y51T:WWWCALLBtI COM COMPANIES REQUIREMENTS. R.0. _ Vq � -E .1 1 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN JKM - 1 �y0 8 05/18123 IUMSEOPERCOMMENT3 JCM JWS ca ONC f TO FET t 3.9 �(Rpq� ® 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 7 05 0$73 REV SED PER COMMENTS JRF Jws o a.7 �pI E COMPOUND �) PRE-CONSTRUCTION CONDITIONS. O (: I I'I I 6 04113123 REMSEOPERCOMMENTS JRF JWS 86'-Q'ItJ I I 5 01/0383 CLIENT COMMENTS JCM JWS z >� N 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATERTO CONCEAMEPOLE RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 4 1211422CLENrcanMEIMS WPK WPK GRAVEL 0 ` I 3 06/01122 ciMMTcwMENTS WPK JWS HIGH 1 STORY i 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD p m\ ' 2 S/IDR2 cuwrconMENrs JCM JWS Z TF4.56 - w METAL BUILDING z I I IMPROVEMENTS ARE PROPOSED. p ® I * f � I & ` I 04/05121 cuENT cannPNTE JCM JWS z o 61405 _ 0 1vz3rz1 REwzEOPERoonnwTs JcM Jws 3 I 4.7 g , I o z 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 4.4 - Z `o* 43 -� ' REV DATE DESCRIPTION °aY"'N HBYK 4.3 O < U 4.1 J; ♦ 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. >- - ---- - - - -1 LIMITS OF NYSDEC FRESHWATER U UI q WETLAND 100 FOOT ADJACENT w �O I& THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL- CONSTRUCTION LEVEL yIPt�O KM 10 Y REA AND TOWN OF SOUTHOLD LLO III ¢ DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE oy ETLANDJURISDICTIONALAREA F 4.0 DRAWINGS. _ I 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING do LAND 2 I SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE {49664 k � 0953�� a.a W DATED 10/24/18. ;� s O.H.D��®` �+y�L� z , �D255_iONF�// o M 4.25 FF4,3 GF4.64 ♦ I I) Li N 4.24 4.44 PINT. "' O. ♦♦ N o B N 4.71 P " 1 � ^ ® ER�Ml1"K McKEON JI/ z ow ; ao i`-...'...'..4 6 e < / NEW YORK LICENSED PROFESSIONAL 421 c `� M ( / ENGINEER-LICENSE NUMBER 0953744 - Z V) JJ CaNC /.0 �Phl` IT ISA VIOLATION OF LAW FOR ANY PERSON, I W _ �IOL_N THEY ARE ACTING UNDER THE DIRECTION 3.76 TF3.7i ��_ ;�f�U t -i 6�E Et(G NEER.TO ALTERt RESPONSIBLE ETH6DDOCUMENT. ONAL _JIC -i/�� JIS>1a f`jv�'• Y I', �~ �j I I C---• �- �--`- jc a ITE INFORMATION: 463-____ 3.88 _ 4 E.A. 3.65 3.3937 E.A. TF3.50 'S1 14"j t f ISPI'E;NO:ALBERTSON MARINE S47"2627W 200.00' `% 4 }' l?i- (S58'31'00"W) 4.26 -- GIL -`- 398 X4.03 { AUG 3 1 2023 !-.� f61405MAINROAD 4.33 -4.10 --__ 3.96 COORDINATE SYSTEM:NAD83 1 11971 9 (2001)NY SP FEET LONG ISLAND SISUTHOLD,NY SUFFOLK COUNTY MAIN ROAD (N.Y.S. RTE. 25) ®� eSern;IcaTcw'n SITE TYPE: , Badre of Trustees _,15010"CONCEALMENT POLE > j ♦ ----- ------- - - W3 L ` mPrwclTro]ov,AUAnmledcwEERwc P.c..LLCALL v wTH aeseavEO TITS OR-ANDR12Z FOR ALL IHE INFORMAl10N CO FOR HERRN IS L AURI S FOR USE ONEY BY 111E DARN FOR WHOM THE WORR WAS COVTRANOT OR TO D,FE IT CERI"TED DRAWWO MAY NOT BE COPIED, > FRESHWATER WETLAND UNDERGROUND SERVICE ALERT-NEW YORK 81 I • 01mixaT1EDiHE c Ess°WRT EN DONTxN°T of anMR`uiN BOUNDARIES DELINEATED BY VHB ENGNEERWN I.C.LLC. UTILITY NOTIFICATION CENTER OF NEW YORK ENGINEERING,SURVEYING, (800)272-4480 `--------- -------- LANDSCAPE ARCHITECTURE AND SHEET TITLE: z W W W.NEWYORK-81 I.COM a GEOLOGY,P.C.,ON MARCH 22,2023. Know .whais below. SLTE PLAN&NOTES Z CAM IWORIUNODAYS UTILITYNOTIRCATIONPRIORTOCONSTRUCNON Call before you dig. O m 1 SITE PLAN 20' 10' 0 20' q0' SHEET NUMBER. Z rI cRAex,c scA1E SCALE,4'=2210"FOR 22'il4'DRAWPIGS `-OG a - 1Qi fEl�i SCALE,12"=20'o'FOR 17-DRAWINGS -- a Mo REQUIREMENTS OF CHAPTER 2BO-70 ZONING ARTICLE)NII WIRELESS COMMUNICATIONS FACILITY o CODE SECTION DESCRIPTION COMMENTS COMPLIES WITH SECTION(1)(E)AS SITE MIL E IS ZONED mss! n 280.7D D.(1) ;ANON OF WIRELESS FACILITIES FURTHER RENEW EC PRIORITY RANKING FRONDED AS O PART OF MRICATIONSUBMISSION. 280.70 E. NTEMNSUPPORT STRUCTURES ME PROHIBITED COWUES \ 28670 F. ANTENNA SUPPORT STRUCTURES SWILL NOT BE LOCATED IN THE FOLLOWING AREAS YJITHOUT A PERMIT FROMALLJ TD6 MIONPLPHWATER. 280.70 F.f LANpS TOKMOFRESMNATER. COMPLIES 28670 F. !OFLN TER HIN IO FEET OF THE SURFACE COMPLIES AZIMUTH 28670 F.3 .ED WITH COMARITY PRESERVATION FUNDS COMPLIES zaa]o F.a ASTKEROSCNHIZARDAREM L'OWLIEs ENDINEERWG P.C. -70 F. DE ED RATE.PMKLMD COMPLIER FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE M AREASURROUN'DING IT THAT 6 FREE OF o 0 STRUCTURES AND MEAS WHERE PEOPLE CONGREGATE EXCEPT THE BASE EO WM'EM,WITHA RADLS EQUAL TO ADBTANCE OF TWO T06S THE HEIGHT OF THE STRUCTURE.ASMALLER FAULT"MAYBE `(( AREST ALLOWED F SUPPORTED BYA REPORT SUBMITTED BYAOUMFED STRUCTURK ENGBEER.THE 3RUCTRON PROPERTY, STRUCTURALZT�FROM REPORT 280.70 G. STRUCTURAL ENGINEERS REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURED PART OF APPLICATION RKREPORT ELITE IQ ERS LP CDR ROBORATED BYAN INDEPENDENT CONSULTANT HIRED SYTHE TOWNTILAT DEMONSTRATESTHIATA PROVIDEOM PMTOFMPLCATDN SUBMISSION: 9„. „,a,.-r„,wyx,nlr,�.,.v,woE�Frt SMALLER FAL.ZONE 6APPROPRIATE AND SAFE.THE FALLZONE OF AN M'TENNASUPPORT STRUCTURE MUST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEM OF AL.STRUCTURES EXCEPT THE ------- ------ BASE STATION EQUPMENT. ---�I 286701 ANTENNASUPPORT STRUCTURES N THE LL UO,M.MI,B.AND HIS ZONING DISTRICTS ME SUBJECT TO THE FOLLOWING RESTRICTIONS: S •'`` 20670 L(1) )RDANCE WITH THE BULK SCHEDULE FOR EACH ZONE E=TING NONCOMPUWT.W Ml UOT SIZE:SO.” I SF EXISTING LOT 641,3185E SOUTHOLD PROPOSED MONOPOLE HEGHT:15)'d 280.70 L(2) NAXBNM HEGHi:80 FEET. VARIANCE OR WAVER REQUIRED O�.f I, 28670 L(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO AOJPCENT RESIDENTIAL PROPERTY LINES OR STREETS TATOADJACENTPROPERTYLNE SHALL BE NO LESS THAN 50O FEET. SITE DESIGN STMDMOS ALL WIRELESS FACILITES,INCLUDING CON.00ATIONS,SHALL BE ME LEASTVIGUILLY MOL70N OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS TO THAT END,THE FOLLOWNG DESM STMDARDS SHALLMPLYTO KL WIRELESS COMNDMCATON FACILITES BSTNJED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: O� I SETBACKS.ATENIW SUPMRTSTRUCTURESANDEQU WWFACLBESSWLLLADHERE TO THE SETBACKS PREFER TO BW(REQUIREMENTS CHART ON SHEET z. )t M(H70N(1) FOR PRINCIPAL USES N THE BULK SCHEDULE MPLCMLE TO THE ZONE N WHICH THE STRUCTURESME �) LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE W THS CHAPTER. SGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT NFORWTDN M ADSAFETYNSTRUCTONS,WWCM ME REOUIRED.SAFETYSGNS SHALLBENAM CCORGCEWIH AMERICANIE SI AN SINFORMATIONGN DRFSAFETYSDNSTOBE ' NATIONAL STANDARDS INSTITUTE(MSO STANDARDS FOR RADIO FREQUENCY RADWTION WARNNGSGRE INSTALLEDONEXTERIORCFCOM'OUNOFENCE PROTECT YOURSELF 2B0.70N(2) CONTACTSGNSERALL DENIFYALL SERVICE PROVIDERS LOCATED ONTHE FACLITYANOSHAUL INCLUDE NORMAL APD EMERGENCYCONTACT INFORMATION FOR EACH SUCHSGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES I FEET N SURFACE AREA alrAa Ax-oc w ANr nArz BULK REQUIREMENTS FOR ZONE M-II (MARINE II) Ca STATE P` BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH ACHITECTU AR TO LE.ANY ADJACENT STRUCTURES INTEGRATED FOR STATE SPECIFlC DIRECT PHONE NUMBER MCRECTU3PLSME.MYNEVTLV CONSTRUCTEDBMEEOUPMENT SPECTER SHALL BE LOCATEDN NAT:WWW.CALLBII.COM ACCORpANCE WITH THE MNaMLIY FEGFRAHD YARD REQUIREMENTS OF THE MINING DISTRICT APPLICABLE TO NOSHE.TE WIECURRENHY 280.]ON(3) THE SITE,AND UP TO TWO ADJACENT OFFSTREET PARKING SPACES NAY BE PROVIDED FOR SERVICE PROPoIOR-MOUNTEDATION UPON TAKEJNINTO IscAU: x+u 0.r DIEOMTD er, CONSIDERATION UPON FUTURE PROPOSALS VEHICLESNOTWIHSTME LOCATED[ ANAINGBMEEOURMEMREUTEO TO NT NNGBOARDU �AS SHOWN_ WAS JKM DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS WIPE ES CONSCIESMNOFE OCATEDINMAREATROPERTESFACTORYTO THER.ANNND BOARD UPON CONSIDERATION OF L6SAOT5 ONADJAOEM PROPERTIES ANO EMBMZNGIASUAL IMPACTS 1 R05/1823 0.EVISEDPE0.COMMENTS JCM JWS MINIMUM LOT DIMENSIONS BASE EQUPMENT IIWDSCAPNG ASCRIBE OF EVERGREEN TREES SHNL BE PLATTED OUTSIDE THE FENCE 7 05/0523 REVISED PER COMMENTS TRF I JWS AREA 160,000 SO FT• 41,346 SO FT NO CHANGE NON-COMPLIANT'A OFTHE BASE EQUIPMENTAREA OR SHELTER TO PROVGEAVSUAL SCREENOR BUFFER FORADJONNG WIDTH150 FEET 200.00 FEET NO CHANGE COMPLIES PRIVATE PROPERTIES AND THE PUBLIC RGHT-0F-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE EVERGREEN SCREENING TO BE RANTED AROUND 6 0411323 REVISED PER COMMENTS JRF PWS DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES 28670 N.(4) PUBIJC.THE SCREEN SHAILCONSMTOFADOUBLE ROWOFEVERGREENSHRUBSMDTREESTHATARE OF FACLBY 5 0110323 CLIENT COMMEN11 JCM PWS SUFFICIENT DENSITYAD HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROMMEW.REQUIRED MINIMUM YARDS FRONTYARDSETBACKAREMSHAU_BELAHDSCMED AND INCLUDE SHRUBS PND TREES.SURVNABUTY OF COMPLIES 4 1]114!12 HENT COMMENTS WPK WPK 35 FEET 129.4 FEET 174'3 OWER COMPLIES FRONT (T ) MElMDSCARWG SHALL BE GUARANTEED AND MAINTAINED BYTHEMPLDANT FOR THE LIFE OFTHE ', NSTAUATIOH 3 0610122 CLEWT COMMENTS WPK JWS MINIMUM YARDS SIDE 25 FEET 40.7 FEET 86:3 (TOWER) COMPLIES SIELIGHTIN.T LCL GPERH EDSF BETHEMNMJMREQUREDTOMOTECTTHEPUBUC 2 5/1022 CUENT COMMENTS ICM PWS REAR 25 FEET 61.9 FEET 303 (TOWER WELFARE.FACILITIES SITED ONEMSTING DEVELOPED STTESSHALL BENCORPORATED NTOTHE LGHING COMPLIES PINTS OFTHOSE SITES.OUTSIDE LDHINGSWLLLUSE FULLYSIIELDEDFIDURESSO THATMELGHT I 04/0521 CUENTCOHMEM3 JCM JWS 1 BOTH SIDES 50 FEET 102.6 FEET 199'f (TOWER) COMPLIES 28670 N.(5) SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY UNE,AND NO LIGHT 6 REFLECTED OR SHONE COMPLIES 11 TOWARDBTHESKY.EXCEPTNTHECASEOFSMUCTURESREOUREDTO FOLLOWFMGLOEUNES FOR 0 122321 PEY42ED PIX COMMENTS JCM IVY$ MINIMUM YARDS SIDE 25 FEET 40.7 FEET 47'3 (COMPOUND) COMPLIES SAFETYLOHTIND MwN HF'BCRKFD REVI DATE I DESCRIPTION REAR 25 FEET 61.9 FEET 8'3 (COMPOUND) NON-COMPLIANT'" STANDARDS.WADDRIONTOTHESTMOAROSNMTCLEDWMDTHESTMOMDSN§28670HEREN.KI )---- ------------- ---- -- BOTH SIDES 50 FEET 102.6 FEET 127'3 (COMPOUND) COMPLIES WIRELESSFACLITIES,NCLIAMC0.LCCATI M,SWJIBET/ELEA5 MV LYOBTRWS DESIGN 28672A POSSELE THATAISO PERMS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS TO THAT END,THE (1)THROUGH(4)M WELL AS(8)ME NOT APPLICABLE t,OF NE(y LANDSCAPE AREA 207 MAX 07 4.43%. COMPLIES FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACNTES PETALLED OR y(P YKMw�O CONSTRUCTEDTHAT REQUIRESITE PLMAPPROVK: 5.87 (NEW) COLLOCATION WIRELESS CONIMUMATDNFACILITIES SHALLBEDESIGNEDTO PROVIDE FOR CO-LOCATIONBY * Dy MAXIMUM LOT COVERAGE 307 26.27 327 TOTAL NON-COMPLIANT•• Z80.72A(5) MULTIPLE PROVIDERS ORDESDNEDSOTHATTHEYCM BE RETROFITTEDTOACCOMI.ODATE MULTIPLE COMPILES PROMERS,WIEREVER POSSIBLE. r y •- THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE SCENIC LANDSCAPES AND V TM.AU_ANTENNA SUPPORT STRUCTURES WHCHARENOT CONCEALED INSIDE SUBJECT PROPERTY.THE TOWN CODE BULK SCHEDULE FOR THE OFBUIL➢NGSOR SCREENED BYEXISTWGMEESOR BUILDINGS MIST BE SURROUPIDED BYARNRED SITE NOT LOCATED IN SCENIC VISTA F�'I'O. M Mil ZONE REOUIRES 80,000 SCI FT PER USE 286130.(8) BUFFER OF DENSE MEE GROWTH MANTENWASUPPORT STRUCTURE THAT S LOCATED WITHNASCENC P/1 0950 V� V6TAORSCENC UVDSCAPEORWINElgE EETOFABCENCROAO,AGDESGNATEDBYTHE EPMRO. HWLL COMPLIES ••- VARIANCE REQUIRED NOT BE TALLER THAN IO FEETAROVE THE HEDHTOF TRE ES ME OF TREES.FEET OF THE PROPoSEO / G LOCATION,OR 35 FEET MAXBJEAIWTHE ABSENCE OF TREES {� COLOR.AWTENN34SUPPORTSTRUCTURESNTHEFORMOFMONOPOUESOROTHERTOWERSSH4L.EITHER GJERLM> K McKEON BE allEIGMY N COLOR OR BE COLOREDAPPROPRWTE TO THE CONTEXT OF THE STRUCTURES LOCATION NEW YORK LICENSED PROFESSIONAL SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL AVIATION (FAA).F A WIRELESS COIVNIU ATION FACILITY IS INSTALLED ON ASTRUCHIRE ENGINEER-LICENSE NUMBER 095374-111 286]20.(/) OTHERTHMATOWERTHEABENNAMOSUPPORTMELECTRCALMDMECH4NICALEQUIPMENTMUST BE COUPLES-TOWER TO BE PAINTED BLUE-GRAY ___ _ _J OFANEUMA.COLOR THATDENTICALTO OR CLOSELY COMMPATIBLE WITRITHE COLORS OFTHE I^IT IS A VIOLATION OF LAW FOR ANY PERSON, SUPPORTING STRUCTURE WAS TO MAKE THE ANTENNAD RELATED EQUPMENTM USUALLY UNOBTRUSIVE UNLESS THEY ARE ACING UNDER THE DIRECTION M POSSIBLE I OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT ANTENNASUPPORT STRUCTURES NOR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR M ANTENNA SUPPORT STRUCTURE 6 LOCATED WBHWA RESIDENTIAL ZONE OR HAS ONE OR MORE SITE INFORMATION: PROPERTYLNES ABUTTING OR ONTIE OPPOSITE SIDE OFASTREETFROMARESDENTILZOWORUSE j SITE NO:ALBERTSON MARINE PERMITTED INA RESIDENTIAL ZONE,NO ANTENNASUPPORT STRICTURES MAYBE CONSTRUCTED UNLESS MEQWITEIYSCREENEDFROMVEWOFTHMERESDENT MMSB MSTNGBUUDNGSORU GE TREES,WCLUONG EVERGREENS THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE SCREENNGBIRDNGSANDIOR TREES INTME SENCEOFMADEQWMMRNK WKOFEDOSTNGUARGE [----'--'-'� '�_ "----'- TREESORBULOWGSTOPROMEEFFECTIVESCREENWGTHEWGHTOFTHEPROPOSEDSTRUCTUREMAY 61405 MAIN ROAD BENOWRETHM35FEET,ADTHEBASEEQUIPM WMISTBEBUREDNMUNDERGROUND MT.TWO RON5 OF EVERGREEN TREES MUST BE PLANTED ENCRCLING ME STRUCTURE ONE ROWATADISTMCE TWOROW50FEVERGREENTREESTOBE PROVIDED. SOUTHOLD,NY 11971 286720.(8) E1 Ufa HELL` V FROM THE STRUCTURE OF SIM OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90b OF THE HEIGHT R ELEF SOUGHT AS TO HEIGHT AS NEEDED. y }[ OFTHESTRUCTME.MANSRANTEDTREES SHALL HAW AMBNPA➢ACALIPEROFTREEINCHES.SPACE DW SUFFOLK COUNTY FEETONCEWER,THETREESMISTMVEMEXPECTEDHEGMATMATURITYOFATLEASTIOFEETLESS TFWT 9 THE HEDHTT OFTHE STRUCTURETO SE SCREENED.SMN.LER EVERGREEN SRU85 MST SE USED TO RUL IN THE GAPS N BETWEEN FORSCREENING DURNG THE TLE THE TREES ARE FLUNG NAND MATURING THE SITE TYPE: PLANNGBOMDWYVMYTHEMRANGELENTOFTHETREESAMDSHRUBSTOACCAMODATESPECIFlC SITE CCDID6,NCCOWHTM- OFSCRENNGTEFAOLYFROMVIWOFRESDEHR PROPERTIES RO i 15OI1 1CONCEALMENTPOLEAUG 20 ENSHATFEPIANTINGGSSURVIVEMDARE MANTANEDTROUGHOUTTHEEMTENDEOFTHE INSTALLATION _ __ _ __ 28674 C.4 ES STRUCTURES AND ZONING WITHIN 500 FEET 35T-0'70 NEAREST RESIDENTIAL PROPERTY /COPYRIGHio7D]3,ADNULTLENGDNEERBNGP.C.,LLCALL BIGHTS RESERVED 280.74 C.(5) UDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACLITY (SEE SHEET MI) Is oINA,Mxc uN A1i Trt INFORUAPON CONTAINED HrtROx Is TMANDURIDRAWN FOR USE ONLY B THE PARTY FOR M.DME TO 'S OF OTHER CARRIERS DPOWER.NUMBER ONTHE US,WNHMETINGFRNUMBER.TYPE HEIGHT, RA�caNTRACTTD OR m VINO U IS DISCL D.NNIS Board,1 YT^=. TS--T - 28674 C.(6) ORIENTATION EFFECTIVE RADIATED POWER,NUMBER OFCWVAIELS AND OPERATING FREQUENCIES OF EACH (SEE SHEETS Z-14-Z-17) MAr NOT 6ECOPIEO,RANY ONEN PUND, I Q I DISTRIBUIFD ON RF11FD UPON FDR ANY OTIEP v11PVDSE ANTENNA NCLUDNGTHE PROPOSED —OUT T2 ExPRESS MmTNFN coxsTNi OF AbNUTH 28a74C 10 NTHE PROPOSED FACILITYMOME FOLLOWING ENWNEERMC P.G.LLC. ZB674 C.(10(a) EAREST RESIDENTIAL STRUCTURE 674'S --- ----- -- ------ ----- Z Ze 14C.(1DI(p PROPERTYLNEWITHARESIDENTALUSE 353's SHEET TITLE: G 2E 14C 10 c) ALLOTHERSTRLCTURES 37Vt I < 280.]4 C.(1 O)(IO DS.RGHTS-0F-WAY,DRIVEWAYS 181'. BULK TABLE 280.74C.(11) ._ZONE RADIUS AND DSTANCE SEE SHEETZ-0 O 21IH74C*II2I ROPOSED MEANS OF ACCESS SEE SHEET ZA2 ELEVATION TITSMCRAVINGS WITH DL ROWSCLEARLYINDICATED,NCLUONGUDINGAROR ENWIDTHOF THE 28674 C.(13) STRUCTURE AT ITS WIDEST PLAID NARROWEST,MDTHIETION S PoM,INCLUDNGPNTENNM OR UGHTNINKP SEE SHEET 2-11 SHEET NUMBER: GO PROTECTION Z-03 a N Kuch 11.13 zzs '� , 4h Albertson Ln N u e 6 4.2 s� aa° o k W 7.OA �� "`e Greenport „> 10.1 AZIMUTH 0 _ 27.7A ��OO `'Qry Sage d TOWN OF Blv S 11.16 $ SOUTHOLD 3.8APca w„ (COUNTY OF SUFFOLK 1 DEVELOPMENT RIGHTS) 1 o, o 0 °,°j' ,.. t 01 o FIRE $ / pG yL o W 11.5 ^6 1 G0 9c HarnletCenter \41 o (aN A SITE SOUTHOLD LOCATION ktonin 9co � o Ot`o\e0 edyy01>1 9 y � ZONING 1 1 i ?t C.Q y i `� a �,�, y, Loa 'Aa L� AC 6.3)1 � 8 12 a `� OUNTY OF SUFFOLK s / y� ` is ,dt o ' sf AHD DEVELOPMENT RIGHTS) .p V►, A 4 C) `L, aa� oT ��� 'P Og - ( �O ` ���, B 9Ac1 p` �M,l�•i4�tG1O O^s HB : RD ECT vpuRSEr 1.8� X11.11$ // $ y 's, soao" �• gk�-- '\�+\I�°�` o6d� �O � HD /' FOR STATECSPEOFK VpRECT PHONE wMBERs 1 / ,��• /S r N T.NWW.CALLlI1.Cp1 � � , i , 1 Gl 2 RADIUS UNE � ��Oji 0' _=1 L— LB FRED". ro) 11.2 �b�' �Y�p 1$ 1.7 (c) " u�. �1t. 6. LI AS SHOWN WAS �E JKM / 'fir 8 05/1&23 ENDED MR COMMENTS JCM JWS 1 A V 410-/ Iy�/ L I O 7 05105/23 INISED PER COMMENTS JRF JWS 1 2 '� 1°1 `°'� , �ROr 6 04/13/23 PER COMMENT: Jar JWS ^r 2. � -— )o u th o l d V M I 5 01/0323 UBJT COMMENTS JCM JWS f I21I421 LB,T CDMPENTS WPK WPK _ MII 7 06MIrn UEPTr CCM- WPK JWS ,/ OF S FOU( a G� ckey Creek Dr 0.25 o. 2 5/10122 DENTC +MEN JCM JWS TOWN Rd 0 a Mile R-40 D4Os121 uwTconMENa Jcn Jws e�,k 0 132321 REHSED PEA caMMENTs JCM JWS ��► ' P\fie CD `` R-80 REV DATECOUNTY DESCRIPTION OF AI s 9 % $ Budd's Pond Custer Ave ; RO "'�*a EY N Parish r .� ,o0 1Q ryER NOERWAT1A7n) A O RR 10 . . 'w .b` n chOr I_ w 1� `` m n c stn R �, 1� 8 11 > c O ^^" S0 a Iso" 1 Rd O� N Q Q Q �P s«J ,<`� `t °' ER�KEON It 7pi CJ(� O� C Cl) m EW YORK LICENSED PROFESSIONAL (/) 12'1 (,01 d F d' ENGINEER-LICENSE NUMBER 095374-1 / C ` 8 �'� ` IT IS A A ATION OF LAW FOR ANY PERSON, b 15 ,ea Ay Ba 4 N Bayview Rd Ext UNLESS THEY ARE ACTING UNDER THE DIRECTION �' L, m N Bayview Rd OF TME RESPONSIBLE LICENSED PROFESSIONAL �� �\ (,s,d}+ 13'1 , r tylia Llbe,tY L ENGINEER,TO ALTER THIS DOCUMENT p �'0JO 8� '•o ee 11z1�+ g (m� ' r 28 U U Edg Rd n .. eetyara0r a SIT'ENO:ALBERTSONMARINE SITE INFORMATION: ti s ti� ,00 15 14847.8117. ,Ss �� "a >m 3 61405 MAIN ROAD o ,os 1.8A(c) a tY ami a „�• „O Cedar Beach SOUTHOLD,NY 11971 CIO '� rr, Z1,s rra�,. ! Q c�a SUFFOLK COUNTY 30 t9 waterOrchard Ln 15014"CONCEALMMENTPOLE ER c�m Ter 1• �tTPVRIOMT0ID2T,A9SMTI ENGR3EER01C P.C..LLC ALL U �NDM,S RERERVED• ,uMpii250 1.uYCNNDL°O 1 Bv1"MEnARTY 1. MaNHpMR�IS p Prepared by RwR ON RA D OR TO I rn nm BpNOT ORRONL NAI NOT BE COPIED.REUSED.DISCLOSED. kaI( �t Town of Southold Geographic Information System d 1xIBU,ED DP RELIED UPON FDR AN DTRER PURPOSE V`'1 `. July 29,2 16 TNwT THE E—E.BOTTE"cw— Anwn� N ENG- 1. PARTIAL ZONING MAP IS BASED ON ZONING PD.�. MAP PREPARED BY THE TOWN OF SOUTHOLD Suffolk County Real Property Tax Service Agency HEET TITLE: GEOGRAPHIC INFORMATION SYSTEM DATED AREIS and Tax Map Copyright 2016, smtriodld Tok'.'Cl County of Suffolk,NY z 07/09/16. ZONING INFOliMA7ION Board of T:us'ses '•HEFT NUMBER. Z-O4 1 PARTIAL TAX MAP °"�°,'G p N.T.S. 2 ZOMNG MAP °�'NP� N.T.S. a - a xI 0 n 0 � FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ^ ENGINEERING,SURVEYING, AZIMUT E LANDSCAPE ARCHITECTURE AND GEOLOGY,P.C.,ON MARCH 29,2023. - -•- - -- _ W Z o W J� • 1 � W FRESHWATER WETLAND � � BOUNDARIES DELINEATED BY VHB O � 1R ENGINEERING,SURVEYING, O a LANDSCAPE ARCHITECTURE AND N GEOLOGY,P.C.,ON MARCH 29,2023. 0 SOUTHOLD ,pa G� UMRS OF CLEARING,GRADING WETLAND W2 AND GROUND DISTURBANCE � QEPl OZ wizon x'70 �1 i 4 �O T Heron WETLAN D W Ii \ : PROTECT YWRSE w. / =ATE SFE Call FOR STATE SIT WW DIRECT PHONE NUMBERS NST WWW CALLR11.Cp1 • �i ti11, SC/iE: MaWE BY: .EF;D e AS SHOWN WAS JKM ♦ 8 05/1823 PERCDMPWNTs JCM im / 7 OS/OS23 PETE COnnENrs JRF JM LIMITS OF NYSDEC FRESHWATER f� 6 0UI323 DPERCOMMENTS JRF JM WETLAND 100 FOOT ADJACENT 3 5 01ro32.3 HFNTCOMMENT5 JcM M's AREA AND TOW -am"DJURISISBN p '`F '� ♦ 1v142x ueNTcanNWNrs wpK wPK • - • +` _ 3 0610122 CDMMENrs WPK JWs 8 ^� ` 2 .v1au —c—Nrs )cM Jws ea Boal' Z '♦ I OM0521 uEnrc—KNTs )CM JWs 1.I REMSED PER COMMENTS )CH Jws 8 REV I DATE I DESCRIPTION r EY . r SE OF NEW 536Y KZ 7 SIX 6510NNL WETLAND W3 jEREM\i K McKEON NEW YORK LICENSED PROFESSIONAL 00 ENGINEER-LICENSE NUMBER 095374-1 IT IS A AD ATION OF LAW FOR ANY PER50N, UNLESS THEY ARE ACTING UNDER THE DIRECTI:": OF THE RESPONSIBLE LICENSED PROFESSIONAL. ENGINEER,TO ALTER THIS DOCUMENT. SITE INFORMATION: r SITE NO:ALBERTSON MARINE • 0 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD,NY 11971 _�� BOUNDARIES DELINEATED BY VHB • SUFFOLK COUNTY I!({ ENGINEERING,SURVEYING,10 �. LIMITS OF NYSDEC FRESHWATER LANDSCAPE ARCHITECTURE AND GEOLOGY,P.C.,ON MARCH 29,2023. SITE TYPE: WETLAND 100 FOOT ADJACENT 5 1501-0"CONCEALMENT POLE (((������jjj AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA Y U coPTRIOSTra-1.AnHEntl EwcwEERwG P.C.—Au RIGHTS RESERVED V M UR1�ZED FOOR SE OWN INFORWATON CONTaNE RD IS MORNOwIS CER11.MIS WI OR.5MNBI THE 1IRT1 G MIT NOTOBEE c—EO RESEO.DIS[EOSED. OI5IR,BUTEO OR WMOui MEi a ADWT1 &old Tom EN_EWni1EN—TE—P.C..ut. Z 'If TI'uS;P,CS s SHEET TITLE: 2W RADIUS PLAN SHEET NUMBER-. 1 200'RADIUS PLAN °IINFEP�I"� N.T.S. Z-05J. 0 "s /�ZIMUTF 3 FRESHWATER WETLAND I , 4000 BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, NDSCAPE ARCHITECTURE AND GEOLOGY,LAP.C.,ON MARCH 29,2023. PROPOSED ISO' SOUTHOLD CONCEALMENT POLE sa ■ FRESHWATER WETLANDWEIINAND BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, O ��0�1 : PROTECT YWRSELF LANDSCAwl PE ARCHITECTURE AND �L GEOLOGY,P.C.,ON MARCH 29,2023. ,ply Oki ETLAND eETLA 4503 N�RpAO Ol � •�TaDWWW.CALLBIPH!�E NU4BER� 300' INTEpSE�Jp �c DRRRR er: mecFED Rr. RAD/US TO NFp,REST ,AS SHOWN WAS JKM B 05/1823 aEwsiD PEa connENTS JCM JWS .� 7 05/0583 0.EVIN:D PER conMENrs JRF JWS y 6 04/1383 EVISED PE0.COMMENTS JRF fW$ 9 5 OIN3/13 uENrcanMENn JCM fWS Z p.9O Je y •, � 13/1123 uENr caP94TTn WPK wPK p {�� r' � � E L 3 O6DI/22 TEM COMMENTS WPK fWS Q �OTy � R 2 5/101'12 uErar canrENrs JCM Jw5 Z \ OU➢521 uENr cannENTS JCM JWS W \ 0 122381 RENSED PER COMMENTS fCM fWS �+ � � REV DATE DESCRIPTION "a too tE OF NEW Pk PO V a p LIMITS OF CLEARING,GRADING y�QFoy � Z Z AND GROUND DISTURBANCE •� + bF Q� � p fOpq'08537`ERS N � � O ESSIONA .—�-- WETLAND 100 FOOT AD ACENT J � > o �)EREN!`I K McKEON AREA AND TOWN OF SOUTHOLD r �L NEW YORK LICENSED PROFESSIONAL WETLAND JURISDICTIONAL AREA 2� w LEGEND ENGINEER-LICENSE NUMBER 095371-I ~ � 8,80.pp�8 g IT IS A VIOLATION OF LAW i0R ANY PERSON. FRESHWATER WETLAND b1•II'MARINEII UNLESS THEY ARE ACTING UNDER THE DIRECTION RECREATION a THE RESPONSIBLE LICENSED PROFESSIONAL p ENGINEER.TO AL1ER 1M15 DOCVNENT ^' BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, $ITE INF�RMATI�N: LANDSCAPE ARCHITECTURE AND SPIE NO:ALBERT'SON MARINE GEOLOGY,P.C.,ON MARCH 29,2023. 61405 MAIN ROAD SOUTHOLD,NY 11971 LIMITS OF NYSDEC FRESHWATER _ SUFFOLK COUNTY WETLAND 100 FOOT AD ACENT R40 RESIDENTIAL \ � � -, AREA AND TOWN OF SOUTHOLD ��I Li3 � � - - WETLAND JURISDICTIONAL AREA ' �Jl r, � S1T•E TYPE: � t � 150'-0"C0IVCEALMENI POLE �� V uPraLcxromv.w ENawEERRic e.c..uc AL.L V iS fR.'MU DCMAncTEO�R OND FOF MMOLI rs1$ t0 . � �TN1pF+II C TMavAFTY > • �vnMWi4 MRV R[T BE �RE�SEDTMO�i FSfLOSFD. � � TED ENME�SSE P P OCl�SENT OFF A➢N MSE NOTE SHEET PTLE. z _ AERIAL IMAGE BASED ON GOOGEE MAPS DATA 2014$I��6J I'f7 SUFFOLK COUNTY.NEW YORK FRFSHVJAI'Elt - .__ _,-, yp� z WETLANDS GIS MAP INFORMATION DATED 09/0712018 0 SHEET NU48ER- 1 VICINITY PLAN °�;"F� N.T.S. 06 Z-06 0 0 AZIUTH1 ENGINEERING P.C. Albertson ! ' Abutters lo ELITE1IOR ERS LP District Section Block Lot Owner Owner's Address fY.,�.�.m. .I,-w: RE.,.•ti 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 FIRE 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 SOU �u 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 11.11 Angela Norton 610 Pond Avenue,Southold,NY 1971 . n,1000 56 1 11.12 Angela Norton 610 Pond Avenue,Southold,NY 1971 � 1000 56 3 13.3 Angela Norton 61025 Route 25,Southold,NY 11971 _ LF 1000 56 3 14 New York Telephone Co. 60975 Route 25,Southold,NY 11971 ROM PROTECT YOURSE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25,Southold,NY 11971 <.bPIDw. p Calla-, Bg. FOR STATE SP QFC DIRECT PHONE NUMBERS WMM.....:.Co. ,L-- Al 56 3 1 Main Road Brokerage U,LLC 61505 Route 25, Southold,NY 11971 N..I Y. < WN BY. �ED B AS SHOWN RAWAS wE JKM 1000 56 3 2 Emmanuel&Toula Leodis 61575.Route 25,Southold,NY 11971 a 0511623 RENSEDPERcOMMEN:s JCM JWS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 7 05/0523—M—H— IRF JWS 6 0111323 REVISEDPERCoKMENTS IRF JWS 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 5 01/0323 CUENTCCMMENTi JCM JWS 4 1211422 CUENTCCMMENTS WPK WPK 3 06/0122 CLENTCOMMENTB WPK JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 119712 s/1o/22 CUENTCOMMENR JCM JWS 1 04/0521 CUENTCC,MMENTS JCM JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 0 12M21 Ren ED PmconnENn JCM JWS REV DATE DESCRIPTION D"BY CHECKED BV BY 1000 56 5 7 Margaret Data 445 Budds Pond Road,Southold,NY 11971 —--1 �OF NE{yy 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 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road,Southold,NY 11971Foq'0s53��Fa� 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road,Southold,NY 1]971 1 CERE._ K McKEON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 NEW YORK LICENSED EN PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY 11971 (^ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 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 (J; 1 t; 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 SUFFOLK COUNTY -`f - SITE TYPE: 150'-0"CONCEALMENT POLE I AUG J`� 1 - - - - -- ---� COPYRIGHiO LD, ..HTB REBP.C.,UG ALL l RVED V "IAUTHRORI2ED f-NG AND R USE RLY AU-TAE INFCBYFMATON THE PARTY FORR�Mf0A1"THEIS FOR . _ _ _ W_WAS--ORT VMO.IT is CERTFlED.TIIB 'Id > WtMIOUT THE—ROBB V.fiT1EN ORYNT OGCA—TH BUIEO R RELIED UPR R ANY OTIEA PURPOSE I E.BINEERW P.C.LLC. SHEET TITLE: z a 200'&500'PROPERTY s z OWNERS LIST 0 SHEET NUMBER: 1 PROPERTY OWNERS LIST Z-o7 a — . .. . . . .. . . . .... . .. .. . . . .. . . . . . . . . .. .. ... .. . . . . . . . ... . . .. .. . .. .. . . . .. . . .. ... . ... . . . . . .. ... . .. . . ... .... . . . 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 3 N BY STEPHEN E RAVN RE L.S.LICENSE NO.49664&DATED 10/24/18) � m3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER&ELITE PRIOR TO CONSTRUCTION. Z \ �, 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL S PROPOSED MESA CABINET BY ® -" ANALYSIS. TOWER DESIGN TO BE BY OTHERS. ri, 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. 3 PROPOSED 8'-0"x 10R PREFABRICATED ELITE)TO BE INSTALLED A S 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O EQUIPMENT PLATFORM WITH HANDRAIL PROPOSED TREE(TYP OF 34t) /_H-FRAME AND ELEVATED ABOVE F KIT ELEVATED 3'ABOVE GRADE ON (EMERALD GREEN ARBORVITAE 6'-0"TALL MIN.) FLOOD ELEVATION ENG 1 N E E R N G p.[. PROVIDED A REPORT. o CONCRETE PIERS(SEE DETAILS I&2,SHEET Z-17) PLANTED IN STAGER PATTERN TO CREATE �AZIM,LJTH ------------ ---- ---- ----- MAXIMUM CONCEALMENT(BY ELITE)o — (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME® c_• (TYP.OF 2)(SEE DETAIL 5,SH811ff Z-17) ELITE1TOR'EFtS LP PROPOSED H-FRAME MOMiTTED LIMITS OF CLEARING,GRADING _— TRANSFORMER(BY ELITcft AND GROUND DISTURBANCE O O 0 O O O O O O O O O o = SOUTHOLD O O O O O O O O O O O O PROPOSED POWER CONDUIT I '( ROUTED FROM TRANSFORMER TO METER BANK O (SEE DETAIL 1,SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE O O Ali 10'-0"A.G.L.(SEE DETAIL 4,SHEET Z-14) O m II PROPOSED VERIZON WIRELESS V�IZO�'1 — — — — — — — — — — — — _ - ___ - -!- --- '. — — — — — — — — — — — — m m -- O OPEN SOCKET(BYUTILITY METER ELITE) IN D O JID I � � PROTECT YOURSELF O FUTURE CARRIER I - --- -- \\- I FUTURE CARRIER Z �I O EQUIPMENT AREA --- - - EQUIPMENT AREA O U_� w ' .nn Call e"A rvSP PROPOSED MULTI METER-METER PACK FOR STATE SPT. CALL_ PHONE NUMBERS I -- - - { Vi9T:-WMY-CALL811.CQM WITH DISCONNECT(BY ELITE) CHEtxm Br. O — TO BE INSTALLED ON H-FRAME AND AS SHOWN WAS JKM w ELEVATED ABOVE FLOOD ELEVATION r w I I 8 05/1823 REVISED PER coMMENT3 JCM JWS OI PROPOSED FIRE DISTRICT CABLES ROUTED ON 1 PROPOSED 12'-0"WIDE ACCESS 7 05/0523 REYSEDPE0.COMMENR JRF Jws PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6'-0")(BY ELITE) s 0111323 REYISEDPER COMMENTS JRF Jws o ROUTED ON PROPOSED CABLE BRIDGE TO TOWER I /� \ I EQUIPMENT TO PROPOSED TOWER(TYP OF 1) '/ w (SEE DETAIL I,SHEET Z-13) 5 01/0323 CUENTCOMMENrs JcM Jws ' O (TYP OF 4 PER SECTOR,12 TOTAL) ( w — I 4 1211422 CUFNTCCMMESrTS WPK wPK F•, PROPOSED VERIZON ANTENNAS&EQUIPMENT � � 3 0610122 CIE WT COMMENTS WPK Jws (BY VERIZON WIRELESS)WITHIN PROPOSED ® 2 5/1022 CUENTCOMMEN'S JcM JW5 -- --_-_ — ----- — CONCEALMENT POLE(SEESHEET Z-09) Fw I Ias,TOWETLANDW2 Q — — -- — --- i w I 01/0521 cuENT coMMENTs JCM JWs . 0 o J \ ® 0 11/7321 REVISED PER commSNTs JcM JWs O I REV DATE DESCRIPTION oRAwN BY cHEB«m IH4tllNlllllll1 1111112 MILHAIIIII. J I PROPOSED 150'MULTI-SECTION I w Z-11 r I I MULTI-SIDED RADOME tPSED K er, . I I f CONCEALMENT TOWER(BY ELITE) O I I PROPOSED 70'-0"x 35'-0" I I * • I I (2,450 SQ.FT.)EQUIPMENT w ® % I I COMPOUND(BY ELITE) 7 I FUTURE CARRIER O I /// EQUIPMENTAREA� �I ® �Fo oes3TM R ° L - - - - - - - - - - Lj C`==--------�_ =---- — L==I' i • jill'r!i�K McKEON NEW YORK LICENSED PROFESSIONAL I ENGINEER-LICENSE NUMBER:095374-1 O — _ -- -- \i 701-0" IT IS A VICLATICN OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL O ENGINEER,TO ALTER THIS DOCUMENT. PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE(BY ELITE) \ SITE INFORMATION: \I 7-----{SEE-DETAIL4-,SHEET-Z-I SITE NO:ALBERTSON MARINE PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO 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&B'-6"TALL MESA CABINET TO PROPOSED PPC&TELCO CABINET ON 61405 MAIN ROAD STEEL CANOPY(200SQ.FT.)IN A I0'-0"x 20'-0"LEASE AREA(200 SQ.FT.) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) w SOUTROLD,NY 11971 (SEE SHEET Z-09) I® � I SUFFOLK COUNTY I f'- LIMITS OF CLEARING,GRADING 1- LIMITS OF NYSDEC FRESHWATERSITE TYPE: AND GROUND DISTURBANCE EXISTING BUILDING--\ w WETLAND 100 FOOT ADJACENT 150'-0"CON EALMENT POLE AREA AND TOWN OFSOUTHOLD WETLAND JURISDICTIONAL AREA !t 9 3 i �{ ` mPrwxro mv.AaenmlETvcBaEEROac P.c..0<nu. --( r:U C v ' J \/ THISNG AND Au Tff Nro.1-0x—T...HERD.IS v _J rHowZEB FOR usE 01-BY THE—TY FOR WrfoM THE PROPOSED VERIZON WIRELESS UNDERGROUND ONTRACTED ON TD—IT IS--ED.THIS I ORAMWG MAY NOT BE COPED.FEDSED.nDISCLOSED. 'w NOTE POWER&TELCO CONDUIT ROUTED FROM UTILITY DIY5i1m,BOTEO BR REUED UPON R ER PURPOSE 1H0.1T THE ErrRCSS WRITTEN CONSENT OF AdMUM o: SILT FENCE,STRAW BALES,AND OTHER EROSION AND SILT POLE TO TRANSFORMER&MESA CABINET I EER NG PC..LLC. :c CONTROLS WILL BE INSTALLED AND MAINTAINED DURING IS111T TI RE: PROJECT WORK,AS NECESSARY,TO PREVENT ADVERSE 21 IMPACTS ON WETLANDS. COMPOUND PLAN 0 r 4 0 p g ;SHEET NUMBER: w cBAPx1cscAu SCALE.1/4•-F-O'FOR 21°x34"DRAWQdCS Z'�8 1 COMPOUND PLAN aFE� SCALE.1/8-VV FOR I1x17•10RAWINGS . . .. ... .. . .. . . .. .... .... .. .. .... . D. m o NV f I I "1 I• . o •V I I ENGINEERING ENGINEERING s, I FUTURE CARRIER __.--- EQUIPMENT AREA PROPOSED 150'MULTI-SECTION I MULTI-SIDED RADOME L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONCEALMENT TOWER(BY ELITE) ('gr I ELIre To`veas Lr I I I I I F1RF � I i �$OUTHOLD 'I ;DEP';• =1 PROPOSED VERIZON WIRELESS 24"0 CONCRETE PIER(TYP OF 6)(SEE DETAIL 4,SHEET Z-14) l PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED 2'-0"ABOVE PROPOSED CANOPY— (TYP ANOPY(fYP OF 4)(SEE DETAIL S,SHEET Z-15) I I PROPOSED VERIZON WIRELESS STEEL CANOPY(ABOVE) PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP I >-------_------- --- ----- OF 3 PER SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), PROTECT YWRSELF DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6, I FM� _ PROPOSED VERIZON WIRELESS WORK LIGHT SHEET Z-15)&TRIPLEXER Cr".OF I PER SECTOR,3 TOTAL) (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) FOR MOUNTING(SEE DETAIL Z SHEET Z-I5) I i Call 1pW,y I FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT.WYfNAALLBII.COM r PROPOSED VERIZON r — , r — — — — — / o,ECXEo BY PROPOSED VERIZON WIRELESS / WIRELESS BATTERY CABINET AS SHOWN BRA WAS JKM 1 (SEE DETAIL I,SHEET Z-IS) I EQUIPMENT CABINET I I (SEE DETAIL I,SHEET Z.15) L — — — — — — — — — — — J e 05/1883 RF/IsEDPERCOMMENR JCM JWS 7 0510583 REV'ISEDPERCOMMENTS JRF JM 6 0411383 RLVISEDPERCOMMENTS JRF -JW;- PROPOSED VERIZON WIRELESS CABLE s 0110323 cuBINT—NENrS JCM JWS PROPOSED VERIZON WIRELESS I RRH RRH RRH RRH y BRIDGE(SEE DETAIL 4,SHEET Z-14) 4 12/14/22 cu C—IMENTS WPK WPK JWS DISCONNECT SWITCH MOUNTED 3 0610182 CLFNTCOMMENTS WPK TO PROPOSED HU ED PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES jm ROUTED ON PROPOSED CABLE BRIDGE TO TOWER 2 s11082 cuwrcoMnENrs JCM )vvs (TYP OF 4 PER SECTOR,12 TOTAL) 1 04/05121 cuwrCOMnwrs JCM Jws I I I I 0 128381 REVISED PER COMMENTS fCM fW5 L 2 J REV DATE DESCRIPTION DRAwN ECl( � Br Br J � I Dy I oFN I + � 41 T �°���085376 �� • )ERE i K McKEON NEW YORK LICENSED PROFESSIONAL `o ENGINEER-LIC ENSE NUMBER 095374-I j — III IT IT IS A VIOLATION OF LAW FOR ANY PERSON, F_ ! USS THEY ARE ACTING L OFE THE RESPONSIBLE LICENSEDRPROFESSIONALN -- ENGINEER.TO ALTER THIS DOCUMENT INDETHE INIRE.T1 I SITE INFORMATION: SITE NO:ALBERTSON MARINE I I PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO CONDUIT ROUTED FROM UTILITY 61405 MAIN ROAD ! POLE TO TRANSFORMER&MESA CABINET SOiTTHOLD 19 +' ai NY 11971 i T 1 S`l F�—z A A I (SEE DETAIL I&2,SHEET Z-12) T O SUFFOLK COUNTY m I I SITE TYPE: z0' -0"f ) U G 2029,13) I I 150'4"CONCEALMENT POLE 4 ! PROPOSED VERIZON --- ------- -----"—--JI WIRELESS 42"TALL HANDRAIL F T T T T T T T T mrnMclTro mn,w ... AeaG P.c.u.cnLL I _ PROPOSED VERIZON WIRELESS WORK LIGHT YC 1 )• I •�_ �—E E E E E E E E E E E TH S DRAT NL nnB Au TnE INFa+unnBN caNTaNm HEREON Is AUMORITED FOR USE RRY BOY THE PARTY FOR 11HOM THE (fYP OF 2)(SEE DETAIL 8,SHEET Z-12) WOP,(WAS cONTRACTro BR T pM IT.CERTIFIED.THIS OJL{U.J iG5'YT1 ORA NNG MAY NOT BE COPI EUSED,DISCLOSED. J v '� DISTRIBUIEO OR REMfD UPON FOR ANY OTHER PURPOSE YdTHWi THE EXPRESS YPoTTEN CONSENT OF A-UTN ENGINEERING P.C.LLL I D: f SHEET TITLE: B, PROPOSED VERIZON WIRELESS POWER&TELCO EQLTII MENT PIAN s CABINETS MOUNTED ON PROPOSED HANDRAIL oz 1 EQUIPMENT PLAN SHEE7 NUMBER - SCALE.scAt>: 2 0 2SCALE:3/4°-1'H3°FOR 22°x74"DRAWINGS � "L-�9 Iw rtr[1 SCALE:J/8°-1'4)°FOR 11'417'DRAWRNGS C. I o PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE N (TYP OF 2 PER SECTOR 6 TOTAL) (TYP OF 2 PER SECTOR 6 TOTAL) N (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) m � � I PROPOSED CONCEALMENT POLE ANTENNA "oS, PROPOSED CONCEALMENT POLE ANTENNA �� vnnMOUNT(COMMSCOPE PART NO.MTC37319) 9 MOUNT(COMMSCOPE PART NO.MTC373I9) p�D7 XI LEI` (TYP OF 2 PER SECTOR,4 TOTAL) �:'r8` (TYP OF 2 PER SECTOR 4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECOOD (SEEDETAIL5,SHEETZ-I5) 3��0 (SEE DETAILS,SHEETZ-IS) 3TOTAL)(SEE DETAIL 6,SHEET Z-IS) ENGINEERING P.C. 1.op s� PROPOSED 40"DIA _ PROPOSED 40"DIAOQ. PROPOSED 40"DIA O� MULTI-SECTION-MULTI-SIDED MULTI-SECTION-MULTI-SIDED G� MULTI-SECTION-MULTI-SIDED G•C RADOME CONCEALMENT POLE RADOME CONCEALMENT POLE P�Q�P �c_AA RADOME CONCEALMENT POLEN ELITG`\TO VLRS LP bo 60 lr.r PROPOSED 6"0 C PROPOSED 6"0 �� FRF MAIN PIPE MAST G ® Al MAIN PIPE MAST G ®o A 2 SkVTH0L �'Dnin j 0 O 0 ) B' B2 vedzon,,/ I PROTECT YOURSELF i PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA I i MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE (TYR R PROPOSED 6"0 MAIN PIPE MAST - (SEE OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) 1 Callee%alrmme s,a�N,..�" W" (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) FOR STALE EPEOFlC DIRECT PHONE NUMBERS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA - - -VI9P WWWCALL811 COM - Q- MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE ORAYm BY: CHECxEO BY.�1 G'�J�� (TYP OF 2 PER SECTOR,6 TOTAL) /'��o""ov- (TYP OF 2 PER SECTOR,6 TOTAL) AS SHOWN WASJKM P`�1` (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) 8 05118M REVISED PER COMMENTS JCM JWS �ryry0 7 O$/05123 REVISED PER COMMENTS JRF JWS 6 04/13123 REVISEDPERCOMMENTS IRF JWS 5 01/03/23 CUENTCOMMENTS JCM JWS 4 121141N CUENFCOMMENTS WPK WPK 3 06/01/22 CLEINTCCMMENTS WPK JWS 2 5/10122 CUENTCOMMENTS JCM JWS I 0410521 CUENT COMMENTS JCM JWS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146-1 A.G.L. ON FEE o 12123x1 REN ED PER G°MONn JCM JWS °""'°B`"� N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2"A.G.L. ° °""w,gE"F °a"" N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS N.T.S. 'REv DATE DESCRIPTION �t6 OF NEIV"�g �Z 0.095SI' ANTENNA SCHEDULE , K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I PROPOSED ANTENNA AND RRU CONFIGURATION i-IT 19 A VIDLAnDN OF LAW FOR ANY PERSON) UNLESS THEY ARE ACTING UNDER THE DIRECTION ANTENNA OF THE RESPONSIBLE LICENSED PROFESSIONAL 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:ALBERTSON MARINE i f r �! E -_Q- Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a NEW i 61405 MAIN ROAD (� ' az. '1 ia=tJ' j RRH B5/B13 SOUTHOLD,NY 11971 I, A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' NEW f I SUFFOLK COUNTY RT-8808-77A 131 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW I SITE TYPE: ( O ^I^ -a -150'-0"CONCEALMENT POLE vG C.) - I2•� m B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' RRH 65/613 NEW I RT-8808-77A 1 G I COTRWGHTO30U.IUGH 11ENG00EIlIIRG P.G,IIL ALL RIGHTS RPSERV. ScEnnah e,v'' MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH 62/B66a NEW "'� FOR U'"ONLY BY-PARTY FOR OM THE B a C1 1 AUTHOWZED FOR USE ONLY BY ME PARtt FOR WeiOM"1E I �c WORK WPB CONTRACTED OR TO D.RE IT IS DISCLOSED,TTIR BCiAft'�.C. (TLiJ.CG.S D�STRIBUTiED OR REUEODR MG MAY NOT EUPON FOR� RMY OTHERR PVR osE RRH B5/B13 THAT THE EWN-WRITTEN CONSENT OF ADW H C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW `Nw�E"I"` LLD. z RT-8808-77A �9iEET TITLE: 1 a ANTENNA PLANS 6T. ANTENNA SCHEDULE z 0 m `SHEET NUNBER: � Z-10 a TOP OF PROPOSED FIRE I ri PROPOSED FIRE DISTRICT �_ DISTRICT WHIP ANTENNAS ANTENNA MOUNTED AT TOP OF EL=164'-10"t A.G.L Q D CONCEALMENT POLE(EYP OF I) o (SEE SHEET Z-16) m PROPOSED 5'-0" I TALL PIPE MOUNT(TYP OF 2) �AZIMUTH[ PROPOSED FIRE DISTRICTEQUIPMENT(SEESHEETZ-16) ENGINEERING P.C. s TOP OF PROPOSED TOP DIAMETER OF RADOME MULTI-SECTION MULTI-SIDED—". ULTI-SIDED CONCEALMENT POLE - -------- -- ---" -- --- CONCEALMENTPOLE=40" EL=150-0 tAG.L ELITE,T04'CRS LP PROPOSED VERIZON WIRELESS ANTENNA 'I 1a.. "rc EanD MOUNTED WITHIN CONCEALMENT POLE PROPOSED ANTENN A (TYP OF 2 PER SECTOR,6 TOTAL) CENTERLINE=146'-I"t AG.L. 1 (SEE DETAIL I,SHEET Z-14) lR j I F F PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) PROPOSED ANTENNA IUTH�LD (SEE DETAIL 5,SHEET Z-15) i CENTERLINE=141'-2"t AG.L s•® BOTTOM OF ANTENNA SECTION EL=138-0'fA.G.L I II FUTURE ANTENNA ■ CENTERLINE=132'-O"t A.G.L. vwmn,/ VAGOTTOM OF ANTENNA SECTION 'I =126=0"t .L PROTECT YOVRSELF I 1 v~i a •below.. I I Z Call FOR STATE , C DIRECT ONE Q E 9TnN .—B P COM NUMBERS I, o UZ FUTUREANTENNA O CENTERLINE=120'-0"f AG.L ORAAN BY- ED B• I I 0_6 \ AS SHOWN WAS JKM 0 8 0511827 REVISED PER COMMENTS JCM JWS BOTTOM OF ANTENNA SECTION 7 o5m5/23 arnsEnP --TENTS IRF JWS EL=114-0 tA.G.L I 6 04113113 REVISED PER COMMENTS IRF Jws 5 01/03/13 cuENTc(TMMENrs JCM IM I' 4 1211422 cuawc—mENT2 WPK WPK 1 3 06/0122 CLEMTCCMKI4TS WPK JWS _ FUTURE ANTENNA CENTERLINE=108'-0"t A.G.L. 1 5/1022 CUENTCDMMEWS JcM Jws I 04/0521 CLIENT COMMENTS JCM fW5 I I I l 0 12lL321 RensEDPER connENTs JcM Jws PROPOSED FIRE DISTRICT CABLES ROUTED REV DATE DESCRIPTION D Y DHBYRmJ BOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE l EL=102-0 t A.G.L DISTRICT ANTENNAS(TYP OF 1) �tEOF SAE5W, I I FUTURE ANTENNA > CENTERLINE=96'-0"t A.G.L 0959 l� PROPOSED WIRELESS 7!8"0 COAX CABLES ROUTED ON CABLE B pR s oRev=/ PROPOSED CABLE BRIDGE TO TOWER(EYP OF 4 PER SECTOR 12 TOTAL) BOTTOM OF ANTENNA SECTION I PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 �ERLt�_!')` K McKEON EL-90-0 t AG.L TOTAL)(SEE DETAIL 2,SHEET Z-14), NEW YORK II ED PROFESSIONAL DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-IS)&TRIPLEXER i ENGINEER-LICENSENS E NUMBER:095374-I � (TYP.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-I5) ------ --- p 3 fu'a +7 Iia -4._._-AS y-"z 3 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FUTURE ANTENNA _ OF THE RESPONSIBLE LICENSED PROFESSIONAL BASE DIAMETER OF RADOME I — _CENTERLINE=84'-0"f A. ENGINEER,TO ALTER THIS DOCUMENT. MULTI-SECTION MULTI-SIDED — --"-- �! ( 1 CONCEALMENT POLE=40" I SITE INFORMATION: AUG `3 � ��G� )y' I PROPOSED 12'-0"WIDE ACCESS GATE(TYP OF 2 x 6'-0")(BY ELITE)(SEE DETAIL I,SHEET Z-13) HUG ( I SITE NO:ALBERTSON MARINE I g t TOP OF BASE POLE hBOTTOM OF ANTENNA SECTION PROPOSED MESA CABINET(BY ELITE) r{ ` EL=78-0 t A.G.L EL=78'-0"t AG.L 61405 MAIN ROAD 1 PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0"x 6'-0" Southold TPI:YTI PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) SOUTHOLD,NY 11971 { Board Oi f i uS:"BS --��,� BRIDGE(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) SMOLK COUNTY PROPOSED VERIZON WIRELESS TOP OF VERIZON WIRELESS GPS UNIT STEEL CANOPY(ABOVE) I PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) SITE TYPE: EL="_U:, 3-6'f K.G.L. PROPOSED 8'-0"X 10'-0"PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL 150-0"CONCEALMENT POLE PROPOSED VERIZON WIRELESS GPS KIT ELEVATED T ABOVE GRADE ON CONCRETE PIERS OTOP OF VERIZON WIRELESS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED ( ) - ---------- �'- - EL=I "t A.G.L. CANOPY(SEE DETAIL 3,SHEET Z-I5) _ _ SEE DETAILS I&2,SHEET Z-17 l TucRTS RESERveo TOP OF FIRE DISTRICT EQUIPMENT CABINETS COPYRIGHT OlD2l.RIGHTS RESE-1 Ma P.C.,LLC ALL 1 TIIISI OR NG AND ALL THE INFORMATION CONTAINED NERDN IS v EL=I X-0^t A. uD FOR USE DI L BY THE PARTY FOR—TIE WORK MAS CONTRACTED OR TO M11oM IT IS CERTTIm.MIS PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& S�RAMNS MAY NOT BE COPIED.NEUSED.DISCLOSED. > BATTERY CABINET(BEYOND)(SEE DETAIL I,SHEET Z-15) /` TOP OF VERIZON WIRELESS CABINET euTm OR RELIED UPON R ER PURPOSE "NtT 1 THE EATREESS MIBTTEN CONSENT OF A9MU1H w EL=9'-8"t A.G.L. NEER..P.c.uc. PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE �- O O TOP OF CHAIN LINK FENCE SHEET nne a (BY ELITE)(SEE DETAIL I,SHEET-13) O O EL=6'-D"t AG.LG.L GRADE EL= U-O"AGL ELEVATION 5'-0"AMSL BOTTOM OF LLL 3-0Ut A.G.L -------------- ----- - - w 1 SOUTH EAST ELEVATION SHEE NUMBER. — cRAPLRcs_AL_ 5 0 5 ISCALE:3/16"^1'-0"FOR 225x34"DRAWINGS Z-11 SCALE:3/32=1'-0'FOR 11117"DRAWRVGS FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS I 2'-0"t ; EXISTING GRADE AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS - L2 OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER '1=III-f ,���L WARNING TAPE WARNING TAPE div t+ '�Y_ J'���rJ'` Yr WARNING TAPE AZ I LJT H I- ENGINEERING P.C. �— --------- --------_ -_ --_---_- TRENCH -- - _-- - --- ------ - --------------- -III--_---_----_----- III- O COMPACT FILL 90% OR _ __ _ ______ _ r a AS PER UTILITY COMPANY �_• '-�� _ _� UNDISTURBED SOIL Z _ _ UNDISTURBED SOIL :o Z ----- ----------- _---- ---_--_- --—I ¢ _(-I � REQUIREMENTS ELIT[701FLRSLP _ ______ _ CLEAN FILL(COMPACTED _ i _ _ CLEAN FILL(COMPACTED I I=I I =III -------------- UNDISTURBED-- - III IN 12"CONTROLLED LIFTS) "O -III-- ----------------- IN I2"CONTROLLED LIFTS) I-III k= L==111 III-1 SOIL1-111 MNMIN _ = II MINLII OUTHOLD.D _ •O CLEAN SAND ,yew~ ��.:c=-`Y• - OEP'(• CLEAN SAND _ - `'•_ - I I IFI 11— I I=h_-I I I=,- 11 III--III- � (I)2"PVC ELECTRIC CONDUIT 4"0 SCH 40 TELCO CONDUIT K CLEAN SAND SUITABLE 1 I— i —1 I'-0" FOR CONDUIT BEDDING (2)4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) - ■ (I)2"PVC TELCO CONDUIT MIN NOTE NOTE (2)4"PVC TELCO CONDUIT 2"0 SCH 40 PVC ELECTRIC CONDUIT NOTE vamn I. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND j UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED _ J FOR BACKFILL. i� -� 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL COMPACT IN 8"LIFTS.REMOVE ANY LARGE : PRTEcrou�sunF I DEMARC TO SHELTER TRENCHING DETAIL GRAMTTDBD N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL GM RETIA E N.T.S. ROCKS PRIOR TO BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G _ IwEsn _ nNEZEn UTILITIES PRIOR TO DIGGING. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G Call e.w.I,a,cy MATCH EXISTING TRENCHING. FOR STATE EFECmC DIRECT PHONE NUMBERS RIGID STEEL I MST:W-CALL811.001A J SCALE: OKAYED Bx: MEIXm Bv. EXISTING MATERIAL&GRADE RIGIDCONDUITCONDUIT PLUG cRAmTlcscaTE AS SHOWN WAS GRADE EXPANSION COUPLING JKM lI I-Ipal I Ifffil 8 OS/1823 REVISED PER COMMENTS ICMJW ---_---_--_ CLEAN BANK RUN GRAVEL GRADE 7 05/0523 REVISED PER COMMENTS IRF JW$ Z. ---- - - - I BACKFILL WITH NO STONES 3/4"GRAVEL STONE .I 6 04/1323 RENSEDPER COMMENTS JRF Jws GREATER THAN 6". COMPACT CRUSHED STONE s 0110323 CUENTC-MENTS IcM Jws TO 95%MODIFIED PROCTOR. %\��\\//\\// /�\// \\��\\//\\/� \��\\��\\/! Z ASTM C33,SIZE NO. 7 4 1211422 CLB4raDMMENTs WPK WPK YELLOW WARNING TAPE 3 0610122 CIEINTCMMENTS 1111KPK JWs / MARKED"CAUTION-GAS MAIN" 6"WIDE UTILITY WARNING TAPE O 3 'r 2 s/1022 cuENi conMENrs JCM Jws TRACER WIRE(SEE NOTE#3) Z o 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 1 04/0521 CLIENT COMMS JcM Jws O C 0 O C o C 0 C 0 C 0 0 0 C 0 C 0 C 0 12/2321 REVLSEDPERCOMMENTS JCM JWS 3ILfiI ILLIII--] MINIMUM 1.5"I.D.PE PIPE D aw" REV DATE DESCRIPTION NOTE RIGID STEEL CONDUIT--",- ONDUIT t0 OF NEty 9�'�7�'Y K MS�yO•Qf, I I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. PVC PIPECOMPACTED SUBGRADE 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. RIGID STEEL TO PVC ADAPTER a k NOTE 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO WEED BARRIER"TYPER" UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE I. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C.SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL `a o OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL 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 cRAPxlcscATE 4. SPLICE BETWEEN STEEL GAS PIPE&PE PIPE TO BE THREADED. 6 GRAVEL COMPOUND DETAIL ,w FlTI N.T.S. �JERE�-K Mc'KEON 4 GAS TRENCHING DETAIL °"„" N.T.S. 5 1 TYPICAL UNDERGROUND CONDUIT STUB-UP G N.T.S. NOTE NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I I I. PROVIDE 3"LAYER OF MULCH AS SPECIFIED EMERALD GREEN ARBORVITAE OVER ENTIRE WATERING SAUCER AT ALL IT IS A VIOLATION OF LAW FOR ANY PERSON, THE DIRECTION TREE PITS OR OVER ENTIRE TREE BED. 6'-0"IN HEIGHT MIN. UOF THE RESPONSIBLE LICENSEDSS THEY ARE ACTINGRPROFESSIONAL 2. PREPARED BACKFILL MIXTURE I PART PEAT, I ENGINEER.TO ALTER THIS DOCUMENT. CONCRETE CAP I PART HUMUS,I PART PARENT SOIL 1 -- ----------_---, BACKFILL SHALL BE THOROUGHLY MIXED. p 2 STRANDS NO.12 GA.GI SITE INFORMATION: 6"0 SCHEDULE 40 CARBON WATER IN 12:LIFTS DURING PLANTING. II ANNEALED STEEL WIRE-TWISTED SITE NO:ALBERTSON MARINE II IN NEW RUBBER HOSE f � �,.'�" l r EEL PIPE NH C YELLOW-\ I I 2 STRANDS DOUBLE 61405 MAIN ROAD ��t-•-1 p + SLEE��FILLEpD'N/ CONCRETE II WRAPPED AND TWISTED i C` •; --•L i PROPOSED TIMED LIGHT(RB P/N STL360H) !I t e ;`¢ E , :-o • 0I I SOUTHOLD' NY 1197 1 [TYP OF I PER ICE CANOPY POST,TOTAL OF 4) O0 SUFFOLK COUNTY GRADE,PAVEhIIT DP PAPER 4"WIDE,50%OVER LAP. TIED `t F NISHED G ! AUG 2O�L7 Z ¢ I I STOUT HEMPCORD AT TOP OF BALL AND SITE TYPE: CUT&REMOVE BINDING FROM f I I AT HEIGHT OF SECOND BRANCHES -150'-0"CONCEALMENT POLE 3"0x10'-0"LONG SCH.40 PIPE TRUNK AND AS MUCH FROM BALL ^ `f I I PITCH AWAY FROM TREE TRUNK AS POSSIBLE CUT AND REMOVE w SG lhGld TGWit Z UPPER 1/3 OF BURLAP FROM BALL FINISHED GRADE 'D o Z - mrrRTcxro mv.anpnTTTi FNOTNEEIJAMON caaruNm xEao 3 BOciL'i.GT!illi=0h1CR�ET E FOOTING_�tf,000 P51) m F cCAND wcTNLY 8 A z ¢ wAUTHONDRIYI ED FOR USE ON T BYRRiE AR FOR PHON}HEIS 1 WORK WAS CONTRACRO OR TO YMOM IT IS CENMED THIS ORAWND MAT NOT BE COPED.REUSED,OISCLOSm. STRI�UTED 0R RELIED UPON FOR ANY OTHER PURPOSE i I GFCI DUPLEX OUTLET WITH NEMA TOPSOIL MIX BACKFILL xTTH THE ExPREss MTTEN CONSENT OF AnwTH 3R OUTLET COVER(fYP OF 2) _ - ENUNEERINc P.c,uc. I I- I N _ f NOTE TREE BALL ` Ui - rTCONIMUmON z I'0" I. MOUNT TIMED LIGHT&OUT PER VARIES TAMPED TOP SOIL DETAILS � MIN MANUFACTURERS RECOMMENDATIONS MIX CUSHION 6" SHEET NUMBER. cRArxlc scATp cRArxlc scAIE cRArxTcscAta Zi-12 7 BOLLARD DETAIL w1— N.T.S. 8 TIMED LIGHT&OUTLET DETAIL wPFFT N.T.S. 9 TREE PLANTING DETAILS wNFD N.T.S. a I � I 0 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV.LOCKABLE, TURNBUCKLE AT GATE ONLY o DOUBLE GATE LATCH m VARIES 12'-0'GATE OPENING 10'-0"MAX VERIFY WITH SITE PLAN I I/4"GATE FRAME TYPICAL CHAIN LINK FENCE NOTES I AZIMUTH I. GATE POST,CORNER,TERMINAL OR PULL POST 21/2"O SCHEDULE 40 FOR GATE ENGINEERING P.0 WIDTHS UP THROUGH 4 FEET PER ASTM-FI 083. - -------------- --- ----- I I/4"TOP RAIL 2 1/2"CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-F1083. ci• :�� 2"x2"-9GA FENCE FABRIC `- 518"0 3. GATE FRAME 1 1/2'0 SCHEDULE 40 PER ASTM-F 1083. 1 ELITE,T0�1'ERS Lig I ! LATCH ROD 3/16"x 3/4"STRETCHER BAR ' 0 2 I/2"GATE POST 4. TOP RAIL&BRACE RAIL 1 1/2"0 SCHEDULE 40 PER ASTM-F1083 2"INTERMEDIATE POST AT CORNER AND GATE POSTS E�l 5. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392NO GAP BETWEEN FINISH 1/2"CROWN FOR DRAINAGE GRADE AND FENCE FABRIC 6. TIE WIRE MINIMUM I I-GAUGE GALV.STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGEI'-0" 2:I SLOPE MAX SOUTHOLD, ' c I 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS(BLACK) ) T_j L '- li- 'TI-FF -� M N-- ;o - 7. TENSION WIRE 7-GAUGE GALV,STEEL STONE OVER _ '------ -- — ----/ GEOTEXTILE FABRIC I'-0"0 TIRE AT END OF Ir-4 414 B. GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE wFOR ALL SITES IN A GIVEN MTA. Z SWING GATE(TYP OF 2) w < 3:1 SLOPE MAX ■ "' #7 GA TENSION WIRE, 9. HEIGHT=6FT VERTICAL -V/ 6"0 x I B"DEEP CONCRETE O _ CONTINUOUS FOOTING WITH I 1/4"PIPET 0 F II 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6"LONG m O =l LINK FENCING. Q x r ..... �IT T 10"0 CONCRETE l7 Z m PROTECT YOURSELF 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP,2 PL FOOTING IN SOIL FOR FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) -" Z INTERMEDIATE POSTS • nbelow. 1 Call Lr"a w"ag FOR STATE SPECIFIC DIRECT PHONE NUMBERS -- VISIT WWW CALL811.COM SCA3E: DFAWN BY: PECKED BY. AS SHOWN WAS JKM r- 8 05/1823 REVISED PER COMMENTS JCM d-K 7 OS/05123 REVISED PM COMMENTS IRF 1 FENCE 6z ACCESS GATE DETAIL c N.T.S. 6 x/1323 REVISEDPERCDMMENTS JRF S 01/0323 CUENT—MENTS JCM NOTE 4 1211422 CUETHT—MENTS WPK UNISTRUT PIPE/CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME 3 oWol22 CUB-UENT C—MENT3 jCMWPK OR P2558-35(GALV.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO 2 s11 5121 CUENTCOMMENR JcM MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION 04/0521 CUENTCq MEN 1 JcM Jws FOR BOLT TORQUE 0 1 122321 REVIS£DPERCOMMENTS JcM Jws REVI DATE DESCRIPTION o BwM HFCKm Y BY 3 I/2"O.D.POST >-------------- -------<I OF NEW K 3"0 RGS CONDUIT — — — ♦y" y y (GALV.(TYP) ` 4'-0" METER BANK'MA' �ysFo°ossaT� ' PROPOSED WATERTIGHT METER p� DN��=-/ HEAVY DUTY METER NAME PLATE / SOCKET COVER PIPE CAP(TYP) I_ J �JER/ hM>i K McKEON F- kl O ----- ENGINEER YORKLCENSENNUMBEIt O LICENSED %374`1 w ® IT IS A VIOLATION OF LAW FOR ANY PERSON, JI LL Q UNLESS THEY ARE ACTING UNDER THE DIRECTION M MAIN O FRONT VIEW SIDE VIEW OF THE RESPONSIBLE UCENSED PROFESSIONAL TERMINAL 85,37" ENGINEER,TO ALTER THIS DOCUMENT. 9SELUGS UNISTRUT P5000(GALV.) -- ------------ `O 30.94" SITE INFORMATION: �'� SITE NO:ALBERTSON MARINE b 2f a ,• r -/�'1�' 4F0F5MAIN ROAD 809HOLDN1197 1 � OLKCOUNTY T�rll`lvl IL1 I[•I •1 jj SITE TYPE: r•I 1 L..I N ____ I __ `� 150.0 CONCEALMENT POLE j L-------i f. II.,:I f.,II:I I j o ��A' iu^;i;iirfl��~ COPYNGHT m,,nnmu3tTENCREERmcP.c.,ucAD N I_ RESERVED T1WA TMR NG OR uLL THE MFORMARON CONTNNED HEREIN IS V �•� T Y— - SE .=WORKY �1.U,q�BEEMY BY THE PARTY FOR MOM THE ""CO IED.OREUSEO.DISCLOSED. T" > /// }T^ I "W MWT T11EO EKPRESS WT"TiEN CMY ONSENOTHERF ADMUME 12"0 PLAIN CONCRETE PIER ENG..-P.G.LLC. N (4,000 PSI CONCRETE) MESA PER-INSTALLED --- - -- - - --- Z NOTE DISTRIBUTION PANEL PLAN VIEW ,SHEET TITLE: a I. MOUNT METER BANK AND MAIN LUGS SECTION PER m MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. CONSTRUCTION DETAILS.2 I z 0 r SHEET NUMBER: Z-13 2 MUPOWER METER BANK MOUNTING DETAIL G"w"; N.T.S. 3 MESA CABINET DETAIL w"E ;"� N.T.S. 4 G LTI N.T.S. o. " 11.61' 4.53^ 12.2° 10'r WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER M �'1 GUARDS GUARDS GUARDS GUARDS UAn I � >_I/Lt�1111i111CU1� ti �I'•UI J�IIIIIII�I•tifiri� ' 1/ ■111 ■' JI �I,�l�l p�•l•{I�1 II dl I Q Y� r - ; y � .1LII1111tlgflllll111llil! N �� � � � �IMn.-c,:r,•`;��(�8 � ,� � �61[2;.---__�:c.:i.Sfll 1{ Z I ICY T H I I— r.rr.... • - �1IIIIIIi'� EN�INEERINC. P.C. ROP View] [Top View] [fop Views ,;.L.e.:. . :.... :.: ------ -- ---- crop View] C(• 15(380) _I 14.88 3901 15.88(403.5) ELITE TOR'E•RS 15.88(403) • 1 :.IUDlluul{IIIIpiIIC. -.- --- _--. �yillllllllulllllllllpl" I. o Illll(11441nllllllllllp o N fill 1111111141 114 C4 i F1RF '•'InJ114JIJUIIJIIInU': o1JIIglIIIgIJlnJ111111• = 14.96" 8.6" SOUTHOLD �� °' Ig11111111n11111111111p� IIIIIIIIg1lMil11111111111 0 �EQ� _ 1. — -- -< j- -41'qj j i s!:!i 111114 a `M S Elij� j P ! 7' I [Front View] (Front Viewvermn ) 4.a ))sai [Front View] [Front View] , ol -----____ 1 — ,a ® I � ® V PROTECT YWR ELF t_ O 0 C3 ."� � } •(711 �' •�� L ; a� f� ri7il WEIGHT=5952 LB M (( SAMSUNG RT-8808-77A calirelaw�: 11I;I . .11:7_-� I � � an.� REMOTE RADIO HEAD FOR STATE BDIRECT PHONE NUMBERS [Bottom View] [Bottom Yew] , WvT.r:wWWcauen caM _ [Bottom View] [Bottom View] NOT TO SCALE I scA�E: w+.n*�e.: AS SHOWN WAS JKM 8 05/IBr1.3 REV—PERCOMMENTS JCM JWS SAMSUNG-B5/B13 RRH-BR04C RFVOIU-D2A SAMSUNG-B2/B66A RRH-BR049 RFVOlU-D1A 7 05/05M REASEOPERCOMMENR JRF JWS 6 0//13/23 REVISED PER COMMENTS JRF JWS WEIGHT=26.5 LBS WEIGHT=94 LBS HEIGHT: 15.49" HEIGHT: 15.49" NOTES: ANTENNA FACEAREA=2.SB SQ.FT. ANTENNA FACE ARFA=4.45 SQ.FT. 5 01/0383 cuENTCOMMENrz JON JWS JMA WIRELESS-MX0SRT265 NOTES: JMA NWA IFA WIDTH: 15.88" WIDTH: 15.88" I. RRH MODELS SUBJECT TO CHANGE 4 12/14/22.CLIEMCOMMEN WPK WPK I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11.93" BASED UPON AVAILABILITY AT 3 06/01(22 CLEINTCOMMENTS WPK JWS BASED UPON AVAILABILITY ATTIME OF CONSTRUCTION. 2 5/10/22 CUEWCOMMENTn JcM Jw5 TIME OF CONSTRUCTION - WEIGHT: 70.3 LBS(W/O SOLAR SHIELD&FINGER GUARD) WEIGHT: 84.4 LBS(N//O SOLAR SHIELD&FINGER GUARD) I 0110581 CUwrcoMMENrS JCM JWS 1 ANTENNA DETAILS "°N° °R"P"'DN•'P N.T.S. D 128381 `DPERCOMMENTS JcM Jws oN FEEO N.T.S. 2 RRH DETAILS �. REV DATE DESCRIPTION RY NOTES: --- ---- POST CAP(TYP) 19th OF NEW y I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS RECOMMENDATIONS AND VERIZON STANDARDS. HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. > Z I I GRIP-STRUT , Q O 2'-0"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. FES a: U `a: 3.35" 8.98" m WAVEGUIDE J o ERk�►iI K McKEON o w Z CROWN EACH rn NEW YORK LICENSED PROFESSIONAL -= FOOTING 2"AF.G. ENGINEER-LICENSE NUMBER 09""' a — Z FINISHED GRADE O O IT IS A VIOLATION OF LAW FOR ANY PERSON, S° o°oo °o�°p UNLESS THEY ARE ACTING UNDER THE DIRECTION 8c (^� OF THE RESPONSIBLE LICENSED PROFESSIONAL D p0 I .'0 OO LIL'L(J \ ENGNEER.TO ALTER THIS DOCUMENT. %DooD o O.000 _— to z „ ,_III ,ILII ° SITE INFORMATION: , I 1=1I 1= IIICOMPACTED ° SITE NO:ALBERTSON MARINE -111111111 VIII_ SUBGRADE t �) a (�✓ ..— f I> ® ° 61405 MAIN ROAD rF:zl - CONCRETE FOOTING(4,000 PSI) SOUTHOLD,NY 11971 SUFFOLK COUNTY q NOTES: G SITE TYPE: I 11 I. CABLE BRIDGE SHALL BE SITEPROI GRIP STRUT TRANSMISSION UNE Zia I 3 q 1 202 } BRIDGE KIT(PART NO.I B24D-216T3)OR APPROVED EQUAL 150'-0”CONCEALMENT POLE AUG 1 L 0 L3 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW merRlc"romn,AnennTE BNcwEERmc P.c.u.cnuI 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLEac"rs ResERveD 1 TH^ORANING AND ALL THE INFOR"ATON CGNTAINO HERDN IS BRIDGE COMPONENTS. TRIPLEXER uTHa+U sE ONLY Y THE PARTY FOR WOM TM 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, — IUD WI�TRACTED DR TO—IT Is cccnnE° S oRIBUTE MR EU BE COPIDI.RmyO.HER P s 8 STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BE DISTRIBUTED M RDIO UP°N OR ANY OTHER Puko°5E MANUFACTURER: RFS "THauT THE EXFPESS rP�coENr°F AnuuTH N -------- PROVIDED BY THE CONTRACTOR AS REQUIRED. NOTES: POWER SUPPLY: FD9R6004/IC-3L 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM sHEEr nnE: BENDING RADIUS OF THE COAXIAL CABLE. DIMENSIONS: 4.65"Hx8.98"Wx3.35"D a 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT I. TRIPLEXER MODELS SUBJECT TO EQUII'MENT DETAIIS-1 zMANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS o AT TIME OF CONSTRUCTION. SNEET NUMBER: 3 NOT USED N.T.S. 5 TRIPLEXER DETAIL N.T.S. Z-14 1 4 CABLE BRIDGE DETAIL GFEET) °""CNFEBn — — --- -- — I a NOTES: N LIFTER EARS--\ 37,7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. N 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34.1" 23.8 ' 32.0" 37.8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY NIl 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME I GPS ANTENNA I O @ @ 000 (PROVIDED BY VERIZON WIRELESS AZ INSTALLED BY CONTRACTOR) EI ' NGIN EERlfVG P.C. I ' � O 0 PROPOSED RRH'S CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) S l�• '-T') � I I/2"O.D.x 3'-O"MAX GALV. (Typ) v STEEL MOUNTING PIPE ELITL,TO�VLRS LP o PROPOSED o OPROVIDE APPLICABLE O c CABLE ENTRY HANDRAIL POST 14 PIPE TO PIPE CLAMP n � I �@ 1/2"0 GALV.U-BOLT �;•� I FRF REVERSIBLE (TYP OF 6) COAX GROUND KIT O j SOUTHOLD CABLE BRIDGE POST/PIPE MAST MOUNTING CABLECOAX O KITSO �•® 0 0 0 ANTENNA MANUFACTURER) BY TUR R) OO OO O PROPOSED END CAP O NISTRUT 0 0 0 6 AWG GROUND WIRE TO --------- --. --- 4— & o-p_; 'c D ON POST 31.7" 45.5" 34.6" \ 0 0 0 0 LUG ONLG OUND BARR ■ `I °oo o000 venzon� , PROP)(CUT TO O O 0 UNISTRUT B NOTES: --_- ---- - --- -- ESOF1AC) ESOF024-ECx01 CABINET LENGTH IN FIELD POW R EQUIP ENT P,O O O I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND — O PROTECT YWREEIF 0�0� HEIGHT: 72.0" HEIGHT: 72.0" O O O CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE SURFACE AREA OF M ' O O O WIDTH: 31.7" WIDTH: 32.0" A HEMISPHERE AROUND THE GPS ANTENNA. O 00 I rbelow. Ba I Call er�.,a da DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS j FOR STATE MT�SsIT.WwWm caueN.coM DIRECT PHONE NUMBERS I FROM A MINIMUM OF(4)SATELLITES. VERIFY WITH HANDHELD GPS BEFORE 578 LBS(RECTIFIERS& APPROX.690 LBS(RECTIFIERS -- EIGHT: EIGHT: FINAL LOCATION OF GPS ANTENNA I scAu: DRAVm Br. CnC[KER Br. EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) AS SHOWN WAS JKM j B K12/14/22 REVISEDPERCOMMENTS JCM JWS 7 REVISED PER COMMENTS JRF JWS 6 RENSEO PER COMMENTS JRF JM 1 EQUIPMENT CABINET DETAIL °"^P"`°R°A P N.T.S. 2 RRH MOUNTING DETAIL °"P"`DBCA E N.T.S. 3 GPS ANTENNA ° JW °I ,' � ,� IW FETiD N.T.S.N,T.S" $ CDENT COMMENTS CM $ 4 CUENTCOMM— WPK WPK NOTES: 3 CEENTCOMMENTS WPK Jws 2 CLIENT COMMENTS JCM Jw$ I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 1 04/0521 cuENTCDMMPT4Ts JcM JwS RECOMMENDATIONS AND VERIZON STANDARDS. 0 178321 REVISEDPERCOMMENTE JCM JWS `TVGEBON METmcoausnaARswsrwar III tnrrEv NorE - REV DATE DESCRIPTION DRAwN Ecr:Eo AI PIPes�rw+cE.as.nmw 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. Rr BY uAxrEmaEuamssnwa-caEOEcrr�PARTrsawenoassa_ PROPOSED UNISTRUT SOP tea, nR PIPES OWN FORREFIft NCE END CAP DI (04s-06W) D 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. tBOF New,O 6.5" 5_cat• 2 i T HIDDEN IN DETAILA PROPOSED I/2"HILT]HIT-HY 1 i oP °�OR�V 70 ANCHOR W/3.5"MIN. O O G EMBEDMENT �- (TYP) ERK McKEON uu I C 5 C ENG NEER KLICENSE NNLIMBER:0953741 PROPOSED ELECTRICAL PANEL is23FT-Las o m —� (MOUNT PER MANUFACTURERS• ANTENNA SHOWN FOR ^ ^ RECOMMENDATIONS) 1 vj IT IS A KOLA RE OF LAW FOR ANY PERSON. REFERENCE UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL- I ENGINEER,TO ALTER THIS DOCUMENT. SITE INFORMATION: SITE NO:ALBERTSON MARINE j 61405 MAIN ROAD SOUTHOLD,NY 11971 SUFFOLK COUNTY I rl I SIDE VIEW FRONT VIEW 1 SITE TYPE:COMMSCOPE,INC.OFNORTH CAROLINA 150'-O"CONCEALMENT POLE; r Mrc37319 _ DIPLEXER {/i ..RrRo � oesemmoN on. weeN auvA,a Am�,w,meemrs j ----------- -------- L 3I n t'`J Pte- ANIM.02 { I COPYNGHEONU.AZDRIIIi ENG°IEER°1GP.C.LLC ALL 1 1In/ E! PROPOSED TELCO BOX m w MANUFACTURER: RFS UG 3 ' JL A IGew�Z a2.i.,,C Wtv epiR, 4(tl M4 @.1 A RIGHTBRE:SERVED (MOUNT PER MANUFACTURERS kt 4 "NON STDALMUIH ANTENWIMOUNf THA�DRAMnNG NI"AUL 1HE INPORW1110N CONTNNED HERDH Is 9 l ]IS GNY RAI MAMA �- iHORITED FOR USE ONLY RY THE PARTY fOR NHOl1 THE RECOMMENDATIONS) {'{{{F POWER SUPPLY FD9R6004/IC-3L wo W E"NTYAMAY NOT OR To rmoM IT is D-DSo THis RR&LIED OR RELIED UPON ANNYE0.1XWC`N°�OSE tl w e DIMENSIONS: 5.8"Hx6.5""Wx1.5"D w.a�T+wr 1:6 MTC37319 RIBU THE EXPRESB--NCCONSTNT of A�NUTH I J -Ci PRO�OSED PI OODT _ -_ ©mi.�,�aP�.� C °"� _ WEIGHT: 2.6 LBS E"`I"EERw .,ua — S1; 1dTOi;Tii NOTES: - — --- UNhSTRUT(TYP)(CUT TO a 3___ _ -- R"N 2 _ _ _ _M I � _ 'sHEEr nnE: � E)ONid O1 TTI1SlS'S LENGTH IN FIELD I. DIPLEXER MODELS SUBJECT TO EQUEPMETT('DET'AIIS-2 .._.__.__ate-.��o.._ ..-.-.{..._...__._... CHANGE BASED UPON AVAILABILITY z O AT TIME OF CONSTRUCTION. -- -- --- - - ---- --- [=-15 SHEET NUMBER: W GRAPHIC RCAIE GRAI'FEET,AL? GRA.FEET)AIE Z-15 4 ELECTRIC TELCO RACK DETAIL RN 000 N.T.S. 5 ANTENNA MOUNT DETAIL R REEF N.T.S. 6 DIPLEXER DETAIL w N.T.S. a ri w _-----5_gle section Multiple Arrays ___—____-- _. - ____--__=D"°•"i''°i4n1—_ —_--___ e4mwoa f "� v"xssa L 4DYs A.usr ..a Emms,..ITER� .Dasa ore,.&xw soy„mreom smnz0vw e:xa vm.mx�NxYmnm.nu..,lwro........aman.">a..,.oam.en m>n r.a.,r�.,.-,".,. -r nw m�mv.m,>Fxz(w�l _ rn - :i'1 I�' rvxaD sr t.3ae4 em,u.:mlwy=ys m<w RDDatovw /(( sn-saec veal rr:•wx.N+Danv P�yQ°�a^�'wimonmsnLs .4 4s:o-avaD:zn>x:�I y. I "J .." .- plroUe4o � 1���� alrhetl,l•18sal s+rrzslilvr3 T 'r1 x,Vi•+ --— enPu[el eemMekMs_ _ _--40�OG3O"U __.__—_ STI Ss'aoe vim^•.• V•,m.a�.nrnWe.sv:ea,m,A..1 , Il ■ EAaDaD57 is .Ensrnsst \\KK// ,1¢�RY EASD:OGi 2x svnNa SSL-fL9W¢ r3avtx Hat.-ssn u orbe,srssbn - -_ --- -_. "_-_- ___—_--- _____. __—___.__— AYhxtlm�.,=,>,=p„m=resna...an=,snlm rt,SfA_LVOY bxv"tlea4 risen, 1M a aAxssm[5 SRam RGa4xi rw U+."n Dm.vte anima J,r�uanc+•<�n ` 1 a I ttd oatuzom I ¢xsaea olm4m"an sa Rmreaw 4aaszovw � _ _ _ Go.xlem_�,O1fdYoi1oP'T""r'RO96 _ _-_ _ ” Nm.xcnca,a mmYu"xUwxmmssrnu..4mmr EN OIN EEFIINO P.C. i J a >,Pr�,<,-.,Kw �rr,oRmmE•:r_ w�.�,m..�,�—-- > Dual section eomhinadon Dipole Arrayso ,.<„�mm,m a:,m.xemnue eI mYs_am m"-,a ums.n m.ltam-„we;ee:.x>m�uT� � -� Pa;r.,,w. — lkauyv�-«------=�--- _` i _• ��,�.•.•.,x.,r� �T>m�N�rr,D,,,�¢,-,:.,�, << ''� �'--°- NaT L'amnTnu6A'mm IIaD"a EGY.•1 vL"mno x" 96:vn Ts Om,es --_ �_ —'I ' r�`MllnmriteBVNAx,4EuaNNseya.JTleSrmaga.a a],nuNonme.:lui.we."A N>-tvn sers+iNtul.Ib(eeSWKMrybN n BMwOSTI 3xace0ommlsmm sopar4le leeas 9Do430Mw / '•I' sT1[u rM ----.— xWYe,a"ar2manm sdw�mryy O" aa„¢,¢"J¢A:.LgfSeam6ia.-Irgkssn I RE DAeoan l,sme"mb slo-+xuw I// I• 14�.asnr:.�r.- ---- �._,1M�N..d 0--- --- — .;s ,�n..r„•,,,.,e,,..aa,rJ ELITGTO\VLRSLF'N.a.y. •� Ue DIm+�I \'.Fc�Csa Ca,mna,. v.:F[rte �' eA+oao sx Y,an v4Parme mac t xaVUONT[S<w rua,.7x•.araasn,4 naanrc,�l..n �.'mzsso4+a,re•,m w.ovw-TEncx mw 1-0r eAyc>L z.xeoe,.saaa oaRY aoo-szcuw �\ �� �r T....4rrmn x:am,�•mma�a,.�..xe'r.ml.n:\-,..r�..�m..,a..a =w�un':+, ---------- - -------v j I' licumcm.. �onv mrnx� '�`Y u.c.m. a r•-.,s,nua�crnreTTsomGi w E44woan zxsaes.lupw,.m,.m=®.lam smaamnw T be,.,�nms:�.::x� .__________—_ ____ ___—_ _______— ',e.x�n�.-c•mw-•rlx•m.wo-mw.sr-zu:+cmmw 1 IR Eemsn . muuPuw sso4m w �� rxann'n --- _—_ Tere:,.sr",re .aaumaeso crcarosae.,er.wcuacv.-arm.az.,.ns+mnc D.,.,-�waan-esD"...!wrs\w�,:.c mraT"..+ .saes wwm-,m\wn Gowam lmm MEN` - - EA®aR xaaeamw=s .mszeMw a e.,om„"a l ...vm,(xw Dw:am,exr.4P+xm nxxrGnu,ronmwx.NPs wen,xm.,:rnen ' • c omen semo,m aavGE mma2lmuD"JSN ( - .PDsauw sNaT nxnr�A s:+<RSEmmYmm acv[ErG�.soLe¢s;a:e+2r.a usro(mm,araGm I y + ;'SOUTHOLDx' ..tt FE OAa , axs®4,:Barn msv a 'Kf IAx Sinn abDm co oxer La:— myv4tlSof-rl-M1,ayn NOsnL9e tO LSM1'M.CIyM Crx%m Of u{per seem � saM• — -"-----'�•��"v 52�,:�:�;:�:��.vAao ---- j '� p.E :� ER j., I.c SN4a ymruPpu m]m irom aur rangDdssvdad UHF ARDY; ," +-,y,avwr..y Yfial Adenng atluW sac'brlcm,bnellpl art'ry 1'eu sML nBGdb atlGr as fdWws' aIIb2l••rvwa Fn r..rm bi Sx•Pszm-s ---_------- • 3-' •.'. I.SP-1y Yoe baa,Settlor Dom de L4 ebie ap BAHW7L PWS Ia[a ORU LNRYA10. Dew,lmRr sv"Nsu�marA Nsz z spvcur va4 dsy'e DlTper secuDn torn aR,wge or s'wloaTd uHFwsarx �,.'�•-.'�'.}, � xm-.,,mc:mn-aaurw.�za ,pav:narrnwlae m,RT tma:�nmmns,rao P�,mmm*!w�.=.w�auvwxa,re redwaz I; --- �cyrs. ws m.`Yr�mSaa.cn•-a LY ru1dl��tivMl walmsea.>ItDI CYlean lues VSiSva0aa1�3ErW m Lxpllmm I Combination Collinear and Dipole Arrays "-"Qr' =Gsn Nuunuxo-a4Nnyaarmgerea,xrrazxa cw.0 mn.ayhrea m,tq,I¢mYtbnuN areavmaoe 1xOse r o—eim DNs w �auNmynSar�Nem4E baem4w verizon” Taffixr4ann.sclms s.Daea oxw .msxcuw I m�ewoer I � i . � e�%BDBT PSY-Be f�eaBEmn�em lora 4DOS�ID4w 2s1 M5SSCAnOx la'piaa UAriKrrEaiglGL(flbrNPa,xT I PDula.Dorm wR H rt ��tR„� I DuseT I lx see4 eawco Ni EM4a06] 3x5aW eoipoealsvrM seportm teem x065ANw 1RmLTW3P.a1 $mmm.s6+rr.s.EFE�.¢ _____�__-_----ROTECT TWRSELF II EYaDb"1 ___9aaE e14Rrel _._ _.___-_,a0a52CNw____ mf1,F SLLTn YMbx,4mffias I i i� OIeM S"e4Rm w r+G#SEn+#feta\aK OxEam.sT sass em.v s"N sew wecw 1 t.cwnlmemb-�m.`m'wn r:below. _ � DxaoeT 3. 1.eaea�re meas eaaszcuw �T�u,TY W6m,mrJnMrm, w..awmEm,.w.m..eswls> i Call esma yea e.t �:�•ml,..�w.""x.:`":;i` I` h ebe tan sea ac.nn cot am¢ss.mry nv vvwo awN oeoa a,rs aanm ou evm mm�C mT exnflTnowm ravwvm I FOR STATE SPEOFlC DIRECT PHONE NUMBERS 1 GffifrncixePNq VISIT:YmYl CALLBII.COM .• 1 i° CDIa Dg lu—Secuul tram laNHFJ.COLIS NMFTvCOL1T ryHF)tal!N4are socmwmkp+Uo,Pd-'Y.v7IC-D[sa.xrgm Cyp _— ___—/ t$ NfltARKYGPLY:n bl,r-lake,omxrt+pmrnaEetl”q.YmWfebnmkNnsAi,tlnilm¢msmafVflbaxveYom,le SC DRaVM eT CHED(ED BT. vWT-,vaa,rcemmtrw,m cw,xer aewle ma•rw ua rexlo saav vrooaas me,.mlR.ofm,�xTxs>,�cea.wm.."rouTm.. 1. N y¢um Inteuom ' r9 067 PLUS AS SHOWN WAS JKM 7 SpO ty 0WCo1.c011nws ICOL15.COL17mCOIB eg C=(erdrem,m losoe.Vte ono y) — — E / 8 05/16(13 REVISED PER COMMENTS[W:P JWS U 7 OS/05773 REVISED PER COMMENTS JWS 6 09/13(13 REVISED PE0.COMMENR fW$ 5 0110323 causer COMMENrs JWS 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 4 12114122 CBENTC«,MENTS WPK 3 06101/22 CLEWTCOMMENrs JWS 2 5/10/22 CUENTc—M NTS JWS1 09/0521 cuwt C—KNrs JWS j General Inside Clearance-Low Rails o 172321 REVISED PFR COMMENR JcM Jws -- Weight Height _-_ •205LIs assemhlPA -eight `� DATE DESCRIPTION 275 Lbs.shipping weight Width Doors 23.625" 2,severed by fine point lacking system DepthLks tE OF NRyy I g•�'".4►Y K MGY . .Sealed iacustamersllppllsd pa g s -Uaea king 1pllh cations ) 2 Sealed with 875"ellmdwm fi6ed gaskets _gseahle depth MatcZ .125"Nunilexe Ratings i - Finish:Palmed cream NEMA Class Types available .� RFrimpertmilon-ferrous NEMA3R(VoB",NEMA4 eF o b Vents (csssd laop-afc),REMA 4X �A -30 bottom leavers per dour Paint Tested 0955 %//.- 14toPlouvers-Intopcs,". -100011"—nsproy(tesbean % F 11NfvL/t undB,Alumishield® 1000 Hour immersion 14 ered at ter pads In tap door Dour Opening Clearance yER K MCKEON •14 Ouetl titter pans In top corer Handles Height NEW YORK LICENSED PROFESSIONAL -Znc,pamvcking 74" ENGINEER-LICENSE NUMBER:095374-1 Racking SpeciOraftoas Width ------ --- 19.5" Ran. U 11 IS A Vi0LAT1011 OF LAW FOR ANY PERSON, -Two sets 19"Ran standard Exterior Cabinet Dimensions UNLESS THEY ARE ACTING UNDER THE DIRECTION (for additional falls see accessories) Main Body OF THE RESPONSIBLE LICENSED PROFESSIONAL AIDdine Coated •Height:78.23" l ENGINEER,TO ALTER THIS DOCUMENT. Holes tapped for 10-32 threads .Width:75.5" --- Each rWlsupportedbyttueeR-STRUTSTM -Oepth:34" SITE INFORMATION: ..125"Notarial(N......) Alt mishfoldO Spaamg .Hang down height 1.71" SITE NO:ALBERTSON MARINE •19"a 23"Racking avallable WIdm:28.46' Useable Height •Usable racking height has been revised Handles } r---\, I n T=.- c to only fit in the opening of the doorJam PmtrUde 22" cla r=- -----•— 61405 MAIN ROAD which is cabinet height minus 425° Total Spa-Occupied it ._..''-' �_,�---a [: r: T }'` 4; a t� `' r SnUTHOLD NY 11971 hlmdmum:74.25" Helght:76.655" s -- -_ `-'---`=-m`'; tin t�SUFFOLK COUNTY Number of race units per rail set 42 Ndth:28.46" , f 1t Total number RM;:Up to 84' Depth:3735" 1 Useable Depth f.7axlm �ls� SITE TYPE: I um:3g.5"Rllnimum:28.75" AUG 3 9 2023 150 " SITE POLE CO HTO]DU,AL1rVIH FNGQNEERniG P.C.LLCAIJ. Tor 74.75--74.25' 325' _-3nST`__ -`--_�-v„y „"_e�� tNls D N.aA—THE Nroa--CDNraxUU HEREIN Is I v 74.57'-Td.TS .1a' P95a' }. I�� ��{%'j�iT rl iiC_ Z5 FOR USE OMIT a ME PIT IS FOR CERTIFIED ME M carTRacTEo OR ro»r+ou IT rs cExnnEo Mss 45.00'-74 ST 20,$7' 9050- BFUUVNG LUY NOT BE COPIED.FEVSED.DISCLOSED. W — _F ��'+.'•Ci i!�;; o,' usuk URT M RELIED UPON MER PURPOSE w Cer�tar 1 1500'-4500' 1700' --"�-- Yn_TOUT ME ExPRE55 NR`TTEN CONSENT OF A]IMUM 0 343'-3100' EN I.C.LLC. Z 'Front and Rear sets Of rails allow some 325-34T 1m 29.50- SHEET PRE: ' equlpmentto mck both mrections providing EuImm 0001-3]S 32Y Soso' < up to 84 RU FIItE DIS'TRICI EQUIIDMENT-1 z '^ SHEET NUMBER: 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Z-16 o_ 12 0 ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTES: r, 1 MTC79020808.01 8'CENTER CHANNEL 4 1 86.28 LBS 1 1.0 ALL METRIC DIMENSIONS ARE N BRACKETS. oo 2 MTC79021010.01 1 O'SIDE CHANNEL 2 113.57 LBS B 1 !Z3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS 4 MTC79020810.01 24"X 120"BAR GRATING 4 142.72 LBS _ 5 GB-05205 5/8"X 2'GALV BOLT KIT 32 0-07 LBS 6 5 6 GWF-05 5/8"GALV FLAT WASHER 64 0.01 LBS O �✓ �AZIMLJTHJ, 7 GCM03 GRATING CLIP 32 CJ-- �' ENGINEERINO P.C. 10'-0"[3048] DETAIL A 3 \�°r� / `./i -- A o AIL" J' ® ALL CORNERS i ELITE�TO�VERS LP w scuE r4 J 4 1 SCALE, 2 .T 11 F1RF SOUTHOLD 10 8'-O"[2438.40] i� p 3 Pli COva. NN 2sDUE c3 `✓Y ver;zon REM PART NO. DESCRIPTION CITY. WEIGHT NOTE NO. 1 GB-03105 318'X GALV BOLT KR 14 OAS LBS 2 GB-03205 3/8'%T 2'GALV BOLT KR 28 009 L85 1 3 GB-052G5 5/B'X T GALV BOLT KIT 28 0.261 SS 11 I 4 GWF-03 3/B'GALV FLAT WASHER 14 0.01 LBS �.. 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS ! - ------- -- ------ ---- - � 6 MTC3979HR POST.,HORIZONTAL IL ld 9.96 LBS 14 it PRDTEGry0UR5ELF 7 MTC3979HR71 HANDRAIL.HORIZONTAL 4 16.60185 � 8 MTC3979HRI2 HANDRAIL HOR12ONTAL 2 21.11 LBS .9 MTC3979HR13 HANDRAIL HORIZONTAL 2 6.51 LBS µ "�:r.N 10 MTC3979HRI4 HANDRAIL HORIZONTAL 2 5.44 LBS nbe10W. PR".a 11 MIC3979HR15 PLATE.HANDRAIL TOEBOARD 2 16.52 LBS CBI!bebre yw d; 9.0[228.6] A 12 MTC3979HR16 PLATE HANDRAIL TOEBOARD I 20.83185 FOR STATE SPEOFlC DIRECT PHONE NUMBERS 13 MTC3979HRI7 PLATE.HANDRAIL TOEBOARD I 6.45 LB5 VISIT:WWW.c"LLett.coM 14 MTC3979HRIS PLATE,HANDRAILTOEBOARO 1 5.3718.5 ----------------- 15 MTC3979HR19 ANGLE BRKT.HANDRAIL 12 0.32 LBS SCAIE 16 IS1220 12-24XTSELFDRILLINGSCREW 16 0.03 LBS AS SHOWN I.A.WAS aE JKM 17 TS1275 TEK SCREW"12 X 3/4.WITH NEOPRENE WASHER 48 OA2lBS 9 05/1823 REVLSED PER COMMFNIS JCM JWS 7 05/05/23 REVISED PER CoMM JRF JWS 6 0411323 REVISED PER COMMENTS JRF JWS 5 01/03113 CUENTconMENrs JCM JWS 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-PO810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) 4 12/14/12 CNENT­ NT: WPK WPK NOTE: 3 06/01/22 CLEINT COMMENTS WPK JWS 2 5!1022 cUENTco ENrs JCM JWS FINAL DESIGN OF PIERS TO BE CONFIRMED 1 04/0521 CNENTCCt1MEWS ICM I JWS 0 IS ITEM NO. PART NUMBER DESCRIPTION QTY FORMTC4045HF65 QTY FOR N1TC4045HF55 ONCE ELITE HAS PERFORMED A 12/23/21 REVISEDPERCOMMENJCM JWSGEOTECHNICAL BORING AND PROVIDEDDRAWN HECXFD 1 GB-05345 618'X 3.112'GALV BOLT KR 8 8 AREPORT. F REV DATE DESCRIPTION sr Br- w 2 GUB-4355 1/2'X 3-5/8"X S'GALV U-BOLT 10 10 F SE OF NEW 3 GWF-05 5/8"GALV FLAT WASHER,1.70D 8 8 7 ytRM' KAf 4 MT50460 Sq.SUPPORT RAIL,1-5/8'X 60'LONG 5 5 PROPOSED PREFABRICATED O LL NOTES:GENERL 5 MTG4045-01 WELDMENT,6'PIPE 2 2 E MTG4045-02 EQUIPMENT PLATFORM O _ y 1.1ALL METRIC DIMENSIONS ARE IN BRACKETS SEE DETAIL i E TSI FOR PATENS,SEE NNhY.CS-0AT COM .0 NOTES 6 MTC4045-12 BASE PLATE,3"PIPE 2 2 PROPOSED ( ) O 3LATE H- 53 K 'KO°08sss 400 MAINUFACIURINGlSP(:CW- RC-0UIREMENTB 7 PC-034 PIPE CAP 312' 2 2 BASE P ~O jDgN1,Vti" 5.0 PACKAGING 8 PTCR01 END CAP 10 10 - - In O - E0.0:1E34; - -; 7 - - ~ �jERENM' K McKEON _ PROPOSED NEW YORK LICENSED PROFESSIONAL 500(12]0 - "351831 4 HSS4X4X3/8 COLUMN ENGINEER-LICENSE NUMBER 095374-1 PROPOSED UTILITY H-FRAME (SEE DETAIL 3) It IT IS A VIOLATION OF LAW FOR ANY PERSON, 5 UNLESS THEY ARE ACTING UNDER THE DIRECTIDN THE ------"o-oo��000�o"000 -r PROPOSED OF ENGINEER,TOBLE ALTERETHS DOCUMENT.PROFESSIONAL 10"x10"x3/9" I-I/z" Ira" - - ------ ----- TYL P BASEPLATE TYP I SITE INFORMATION: veeeso°0000eeeee"eeeee " GRADE LEVEL SITE NO:ALBERTSON MARINE e HSSOGRADE LEVEL 4X4X3/ I 9 POSED4 PROPOSED 5/8"A615 61405 MAIN ROAD 000vevoeve ANCHOR BOLT \ COLUMN ,,\ `/,�j��� ��✓ //\�i� \ SOUTI'IOLDINY11971 FOR 9 EMBEDED 1'-6"IN PIER PROPOSED (TYP-) I o"x 1 o"x3/B" SUFFOLK COUNTY _ [ j Pi J� a R7 ----- l PROPOSED PLAIN CONCRETE PIER BASE PLATE ooA' t evoveva"veaoo A j i�Fp L� I (4,000 PSI CONCRETE) 4a PROPOSED PLAIN CONCRETE PIER SITE TYRE 6 3 1 (4,0 0 PSI CONCRETE) 150'-0"CONCEALMENT POLE ! 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CBRS mam anon b drwmme wase a ImaW rasa n N .. me LBRS an averbda brnornlatl IAR_(rL..(yt1—d ,gpv-Foran sr�,� _ - -xtiE rx n'a C Ape VIAS<dMAY ITRACTCD pt TO TS CfPTmEO T oH4b nw•rmi,tbnolwMlrorw •Hoc dritnb In •1F�E 1p�-E ..DINS PANEL 01x1TNIBUTE➢OR BELTED P�rDRRA0�1HfR—P 5E CBRS._mY wstbm ream xg ase FS pane coMetlne FWS TI1aY1> r_ ' ENOEEANG LLC. Bdd IM im tae Ana m ls311 nE 4121. 4 MAP REVISED rNwr HIE Em=REss v,RiTTER cd"`�l°T a AaMua SEPTEMBER 25.2009 a Fedenl EmerKenn Sb G•eebrM Aemc] SHEET TITLE: 2007 FLOOD INSURANCE RATE MAP c. SHEET NUMBER: r/ p 1 2007 FLOOD INSURANCE RATE MAP c upxlc scA E 1 0 1 B SCALE:I/4•-:'-0•FOR 22194 DRAWDNGS Z-18 'a�' SCALE:I/R'-:'O'POR 11117•DRAWDNGS • SITE INFORMATION PROJECT DIRECTORY • PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. v ADDRESS: 61405 AWN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE SOUTHOLD, NY 11971 LIM ETON, CO 80120 TOWER OWNER: ELITE TOWERS LP. d.sh TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE LLC E PATCHOGUE, NY 11772 TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON (516) 410-8730 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRONOEIRE-TOWERS.COM LITTLETON, CO 80120 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE wlioeiess.,m LLC THE PROJECT GENERALLY coNslSTs OF THE FOLLOWING: 90 E FLALSEY ROAD, SUiTE 104 �j�1 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 LONGITUDE (NAD 83): -72.406043 SITE ACQUISITION: CENTERUNE • INSTALL PROPOSED JUMPERS • 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 DIPUDMM ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 GROUND SCOPE OF WORK: AZIMUTH NYNYCO2239A • INSTALL(6) PROPOSED RRUe (2 PER SECTOR) ZONING DISTRICT: M-II - MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV ENGIN-EKING R.C. • INSTALL(1) PROPOSED OVER VOLTAGE PROTECTION DEVICE(OVP) (201)496-9271 • INSTALL(8) PROPOSED METAL PLATFORM RS INSTALL(1) PROPOSED METAL PLSECTION/BLOCK/LOT: 56.00/ 3 / 15 90 E. HALSEY ROAD, SUITE 104 • • INSTALL(1) PROPOSED WORK LIGHT RF ENGINEER: IMM MEMON PARSIPPANY, NJ 07054 • INSTALL(1) PROPOSED ICE BRIDGE OFFICE: (303)706-4019 DISH Wireless LLC L.L.C. SITE ADDRESS: INSTALL(1) PROPOSED PPC CABINET INSTALL(1) PROPOSED EQUIPMENT CABINET POWER COMPANY; pgE&G/ LIPA MOBILE (55+)204-4483 • 61405 MAIN ROAD ROUTE 25 INSTALL(1) PROPOSED POWER CONDUIT • INSTALL(1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VQtQl1N INSTALL(1) PROPOSED TELCO-FIBER BOX OF NE • INSTALL(1) PROPOSED GPS UNIT r KMwro SOUTHOLD NY 11971 • INSTALL(1) PROPOSED SAFETY SWITCH (IF REQUIRED) FERIA MAP BASE FLOOD g•AM y " ` 0 • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) INSTALL(1) PROPOSED METER SOCKET ELEVATION: APPLICABLE BUILDING CODES AND STANDARDS '"BALL 1 PROPOSED H-FRAME NATIL11dD 5 AMSL y��oNo 0853' SITE PHOTO EQUIPMENT ELEVATION: 3•ABOVE GROUND 1p HqO + ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT FEssLONP�' � 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 FOUAWING CODES. 9 l= DIRECTIONS 1.2020 BUILDING CODE OF NEW YORK STATE ` `JEREMY K McKEON a NEW YORK LICENSED PROFESSIONAL 2.2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07066: ENGINEER-LICENSE NUMBER:0953741 t" 3.2020 FIRE CODE OF NYS Depart and head toward Adp Bhrd/Tum left onto Adp BPvd/Tum rt on ,Choctaw Way/Tum right onto Livingston Ave /County Hwy-527/Take the romp on the right on 10110.'signs for 1-260 East/rake the IT IS 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/Take the rum ( n the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION AIM PC Readies Park/The RIdgofiolds/Keep straight to get onto rump F t to get onto rump/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, {1��^ %'� to get onto US-46 E/ US Highway 46/Keep straight to get on 1 N / us-46 E/ US-9 N / US TO ALTER THIS DOCUMENT. 5.2020 MECHANICAL CODE OF NYS _v_ Highway 46/Take the romp on the left for 1-95 North / US-1 N rth / -8 North and head toward G 6.2020 FUEL GAS CODE OF NYS Washington Bridge/Entering New York/At Exit 6B, bear right onto 295 / Crop Bronx Expy E toward DRAWN BY: CHECKED BY:APPROVED BY: Throgs Neck Br/ 1-295 South/At Exit B. hood on the ramp rig , and f low 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 E:a Longi le/Keep left to get JRF JWS JKM B.NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE onto/romp/Marga onto 1-495 E/ Lang bland Expy E/At Exit 73, head Itft on the romp for County Hwy-58 toward Greenport/ Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, RFDS REV #: 3 9.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE � T O B E PROVIDED take the 2nd exit/Continue on NY-25/ Main Rd/Pave Harbee Famur damesport in 3.0 mi/Tum left onto Wickham Ave/rum 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/Hive at NY-25/ Main Rd CONSTRUCTION SHEETINDEX DOCUMENTS SHEET NO. SHEET TITLE VICINITY MAP SUBMITTALS REV DATE DESCRIPTION T-1 TITLE SHEET r - 0 09-2D-21 ISSUEID FOR POW 11-0-21 ISSM FOR PERMIT A-1A OVERALL SiTE PLAN ' 2 11-30-211 ISSUED FOR PERMIT A-1B BULK REQUIREMENTS >` r a� 3 oF-04-22 GA1r COMMIS A-1C COMPOUND PLAN -' ' My A-2 ELEVATION,ANTENNA LAYOUT AND SCHEDULE 4 W-10-22 CLIENT CIMM]aS A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS sYro`rc / e o0-01-22 CISIR Co1s4Ms _ _f a 01/03/27 CltNr Common A-4 EQUIPMENT DETAILS - 1 SITE LOCATION eS. , 05/17/23 MINT Common A-5 EQUIPMENT DETAILS - 2 UNDERGROUND SERVICE ALERT-NEW YORK 611 }i :',�1�%; UTILITY NOTIFICATION CENTER OF NEW YORK *JG 0&.D It n;,vi n,�,, ri A&E PROJECT NUMBER A-8 EQUIPMENT DETAILS - 3 (800)272-4480 • ' a _'.'�, .;.! NYNYCO2239A A-7 EQUIPMENT DETAILS - 4 WWW.NEWYORK-811.COM " y L' u " ti c' `, •+'� DISH WIRELESS PROJECT INFORMATION E-1 EI ECTRICJIL/FlBER ROUTE PLAN AND NOTES TALL 2 wdaDW DAYS UIIDY NOTFrA10N PRIOR TD COE6IRUCECN '„�; pK.my�• ' ! \ /`, E-2 ELECTRICAL DETAILS AND RISER DIAGRAM .r' J. - t 1 p N. 1 NYNYCO2239A E-3 ELECTRICAL ONE-UNE, FAULT CALCS & PANEL SCHEDULEo,� a '%*' 61405 MAIN ROAD, ROUTE 25 GENERAL NOTES �, =r _ �' ;r' _ SOUTHOLD, NY 11971 p- - G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED -_-- c ✓c =` ' G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON G-3 GROUNDING DETAILS DRAINAGE NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SHEET TITLE SIGNAGE IS PROPOSED. ��' f TITLE SHEET RF-1 RF CABLE COLOR CODE `j- 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED u -0a I SHEET NUMBER GN-1 LEGEND AND ABBREVIATIONSlr GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS,AND CONDITIONS ON N > 1 GN T-A-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE 'z �i - '' GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 J L FRESHWATER WETLAND 1 BOUNDARIES DELINEATED BY VHB d.*.sh ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTURE AND , _ W I GEOLOGY,P.C.,ON MARCH 22,2023. BOROM 11.11 � / 5701 SOUTH SANTA FE DRIVE aP W LITTLETON, CO 80120 _ ALINE *S PROPOSED 70'-0' x 35'-0' EQUIPMENT COMPOUND (SEE SHEET 2.7 220') 23 �-_paoPN57 / TF6.14 154-01f . " i_=_= W 2� 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTY OF SLOPEt� amillift AZIMUTH �. _. ENGINEERING R.0 4.6 x* ,�} FE7VCE iJ tJ _ _ TO80.COMPOUND � N'•� � _-3.4-`�-_±, 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 4.7 LIS TO CONC�,ME POLE 4.4 �. 4.5 I 1�1 I 3.5 OF NE y tT _® 4.5 I (( in 9 MON. 5'�P4J1. _---_= st s' , � rn � 4.5 I � * rt � 4. 4.4 p' I z 0 o z ` FFa.58 LIMITS OF NYSDEC FRESHWATER N m 4.6 _ _ _ �O WETLAND 100 FOOT ADJACENT I Jo + I AREA AND TOWN OF SOUTHOLD W2 FssLDt+� i„� 7Mlydb• WETLAND JURISDICTIONAL AREA W I -"f o m },�� c'�0y'r _ �ERE�I K McKE6N 0 4.7 11 TD FEMCE COM U OJ ♦ ENGINEER-LI LICENSE NUMBER.0953NEWYORK LICENSED 74-1 ND af 88 CONCU ` IS A VIOLATION OF LAW FOR ANY PERSON, GRAVEL Z �E PAR LE UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 U m ` i OF A LICENSED PROFESSIONAL ENGINEER, S HIGH 1 STORY ✓ I m TO ALTER THIS DOCUMENT. z METAL BUILDING/ Q o TF4.56 I ;I i z ® 4 #61405/ I ^o_w ' DRAWN BY: CHECKED BY:APPROVED BY: S I 4.4 4.7 n / 4.3 Jo Q`` 1 JRF I JWS I JKM cto 4.3 W 4.1 "� 1 RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER 12 / z WETLAND 100 FOOT ADJACENT / o AREA AND TOWN OF SOUTHOLD / Q CONSTRUCTION WETLAND JURISDICTIONAL AREA 4.0 DOCUMENTS / I M SUBMITTALS0.11 D. REV DATE DESCRIPTION --------- �� M 4.25 FF4.3 GF4. 4.4 W w I 64 I a -_ o ao-so-st Lsn FOR PL>� rt Pf NT a.4a PM. t 11-05-21 ISSUED FOR POW CN� 472 .............. .................. v 2 11-30-21 ISSUED FOR PDWT♦ ow 3 04-04-22 CtoR Commmm4.21 4 O' CtoR COMMENTS TOW a 0e-01-22 cTaxr coroTs��H.H ( 2023 CONC. 3.78 T�7a otcum cavos �// , 7 / rt A&E PROJECTNUMBER�w fu;o:al __-_ _- _ 3.51' NYNYCO2239A Board of i Fustees [ _ 3.88 4 E p. 3 � 1F3.50 `/�, - S47'26'27°'W 200.00' % , 2 DISH WIRELESS PROJECT INFORMATION FRESHWATER WETLAND 433 (S58'3100°W) 426 DYL l 4.10----- 396 398 4, NYNYCO2239A BOUNDARIES DELINEATED BY VHB ♦ 1 61405 MAIN ROAD, ROUTE 25 ENGINEERING,SURVEYING, ♦ 1 SOUTHOLD, NY 11971 LANDSCAPE ARCHITECTURE AND MAIN ROAD (N.Y.S. RTE. 25) GEOLOGY,P.C.,ON MARCH 22,2023. 1 ♦ SHEET TITLE ♦ OVERALL SITE PLAN W3 ; SHEET NUMBER %N / 1 OVERALL SITE PLAN 60' 30' 0 60' 120' 1 A-1 A 1•=s0' DISH Wlnlen LLC. TEMPLATE VERSION 34 - 08/11/2021 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XV0 WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COWLES WITH SECTCN(1)(E)AS SITE S ZONED ML • 28&70D.11) LOCATION OF WIRELESS FAOUTIES FURTHER REVIEW OF PRORITY RMBONC PROVDED AS PART OF APPUCAT ON SUBMSSON 2 70 E. GUYED OR LATTICE ANTENNNASLPPORT STRUCTURES ARE PROHIBITED COM1PUES 2867DF. ANTENNASUIPPORT STRUCTURES SHALL NOT BE LOCATED IN THE TFOLLOWII3 AREAS WITHOUT A PERMT ..sh FROM PLL JURSDCTOW+LAG£NCES: 28670 F.1 WETllNDS TD%MC FRESHWATER COMPLBS 28670 F. AMD ABOVE lC�f GROLMOMRMRHIN10FEETOFTHESURFAC COWLES —MK 0. 1 LN,DSPURCHMEDWITFICO TYPRESERVATONFIIDS COMPLIES Wk*IM-LLC 28670 F.(4) COASTAL ERCSDN HAZARD AREAS. COMPLEB 286701 CESKNATEO PARNUWD. COUPLES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MIST INCLUDE AN AREA SURROUN IT THAT IS FREE OF 5701 SOUTH SANTA FE DRIVE OTHERSMWL ESNOAREASWHEREPEOPLECONGREGATE,E=EPTTHEBASEECUIPMEM,WBHA RADII EQUV.TOADSTACE OF TWO TREES THE HECM OF THE STRUCTURE.ASMWLER FALLIDNE MY BE ��FALL ZDNE RECURRED;23'4T FROM NEAREST LITTLEfON, CO 80120 ALLOWED FSLPPORTED BYAREPORTSLBMTfED BYAOUYFIIDSTRLCTLRALENC#ER THE 28670 G. STRUCTRAL ENGINEER'S REPORT SHALL BE SLIBMTTED TO AND RENEWED BY THE PLANNING BOARD AND STRUCTURE ONPROPERn;STRION SUBREPORT CORROBORATED BYAN IDEPENDEMCONSILTANrWEDBYTMTOWNTHATDEMONST MST TA PROVIDED AS PART OF APPLICATION SlBMSSION WY R FALLZOFE IS APPROPRIATE AND SAFE THE FMLZOFEOFMMNIENIASLPPORTSTRUCTLREMIST VARIANCE REQUIRED NDT INCLUDE AREAS VNERE PEOPLE CONGREGATE.PND MST BE CLEARCFALL STRUCTURES EXCEPTTHE BASE STATION ECUFMENT. zBolm1 AM"SUPPORT STRLCTIRRES N THE LI,LO,M,Yk S.MID MZONING DISTRICTS ME SUS.ECT TO THE � FOLLOWNGRESTRCTIONS' 200-7010) f.4UrlW1 LOTSMNACCORDANCE WITH THE BULK SCHEDULE FOR EACHMNE. E �'T° NCO<vPLWNf'MONJPII'tMIATS�46.000 SFERSTNGLOTIS41,346SF PRO POSEDMONOPOLE HECH T'.15Bd 256701(2) M4YIaNNEC3R:BOFEET. VARIANCE OR WAVER REQUIRED 286701.(3) M ADMTMNCEOFMLWRELESSEWPt&WTOAD.YICEMRESDENMLPROPERTYUMSORSTREETS BffTOPD=EMPROPERTY LINE AZIMUTH SFVLLL BE NO LESS THW 500 FEET. SITE DESIGN STANDARDS.ALL WRELESS FACILITES,NDLUDM CO­LCCATONS,SHALL BE THE LEAST VISUMIY E N D I N E E R I N D P.C. 2B0.NIN MTRLSNE°ESONMMMLETHOTALSOPERANTSTFEPPPLICANTTOP FM-VEITSSERVICEWEDS.MO T ENT.THEFOLLCYRODESGTNSTANMSHALLAPPLYTONLWIRELESSCOMrDNCATIONFACL711ES NSTMLEDORCONSTRLICTEDPIRSUMNTTOTIETERMSCFTHLSCKVMR. 90 E. HALSEY ROAD, SUITE 104 SETBACKS.ANTENNASLPPORTSiRLCTURESPNDEQUP WFACLITIESSFALLADIERETOTfESEn n PARSIPPANY, NJ 07054 2'867011(1) FOR PRINCIPAL USES N THE BUI(SCHEDUIE APPLICABLE TO THE IDIS NW4ICH THE STRUCTURES ARE (REFER TO BLL)(RECUREM1ENTS CHART ON SHEETA, LOCATED.UNLESS OTHERWISE I DCATM ELSEWHERE N THS CHAPTER IA) SKINS.6ONS SHALL NOTBE PERMITTED ONFACLITES EMEPTFOR SIGHS DSPLAYNG COMPLTNFORM4TION A`DSPFEn NSiAUCTOfS.W}1CMARE RECUIREO.SAFETYSGNS SHA.LBE NACCORDANDE WIIHANERCM SITE IS ORh%TONSDNMDRFSAFE7YS"MSE 2867011(2) NLTONIL STANDARDS NSTTUM(ASD STANDARDS FOR RADIO FREQUENCY RADIATION WARWNG SINS. INSTALLED ON EXTERIOR OF CCMPOUNO FENCE CONTACTS K?S SHALL DENTIFYALLSERVCE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE NJRMN.AND EMERGENCY CONTACT IFCRAMTON FOR EACH.SUCH—SHALL NOT EXCEED FIRE SQUARE COWLES •tE OF NEIyy FEETINSMFAGEAREA y< Y KMCd.-cQA BASE STATONEOUPMENTSHELTER TFE BASE STATDN EOI.PAEM SHELTER SH 4U BE CONSTRUCTED WITH AFMHS%V AR M I7 KTOFADIAGENTST LICTMES ONTHE PROPERn AN]INTEGRATED INTO THE f MCNTECNRALSTYLE.ANYNEWLYCONSTRUCTEDBASEEOtIPMEMSMLTERSFALLBELOCAIEDN NO SHELTERS ARE CURRENTLY PCCTHE SIMEW(NTIE TWO ADFECMMDYARDREQIARDENTSOFTHEZOE PROVIDED RSERAGE TO BULK REQUIREMENTS FOR ZONE M-II (MARINE II) 66011(0 WHI E.MDUPTOTWOAD.YV;ENTOFFSTRE,MEOFWWRMWBE PROVIDED FORSERV CE PROPOSE°.HSY 6I BE TA ENNO -n C VEHICLES.NDTWIIIRSTMDNGTE FOREGONG,BME EOUPMEM RELATED TO NTERDRNSDIAfTEO CONSDERATDN UP°N FURRE PROPOSALS (�,,nn �W WIRELESS FACT BES SHALL BE LOCATED NANAREATHATS SATSFACTORYTOTHEPLANeNG BOARD UPON y�YJ H6.08657M \ CONSIDERATION OFMACTS ONAD.ADENT PROPERTIES AND MB MZNC VISUAL IMPACTS. PAOFE$$ION�Y' BASE EHE ME TLAl EGTA EASCREENOF EVERGREEN 7RE UAL SCR BE OR BUF lER ORADJOFENG DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS OF THE BASEEOTESAN THEE C LTER RIGHTOPROVOR OTHER NT SCREEN FFERSSIBUEOTHE P C. PSO ENS$ THEPUCOR OTTER VMRAGEPOPRS ALCESSDLETOTHE EVERGREEN SCREENNGTO BE PLANEDMOUND 2861011(4) PSB IC NTDEN DENSITY T OFADOUBLESCREENTHEBASEENSHRLRSMDTREE .REQUIEDF FACILITY SER M. K McKEON SUFFCEMDESBYANDFASS WMEOAIELYSCREEN TIEBEEEOI.PNEMFROM VIEW.REQUIRED MINIMUM LOT DIMENSIONS FROMYMDSETBACKMEASSHU4PANTEDA-IDEDMDNCLLDESNRLBSP7D TREES.SIUM OFTHE COWLES NEW YORK LICENSED PROFESSIONAL AREA 160,000 SQ FT" 41,346 SQ FT NO CHANGE NON-COMPLIANT'• THE WNDSCAPNGSFALL BE GLL^RNNTEEO MD MPNTAIED BYTHE PPPLCMlTFORTHE LIFE OFi/E WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES INSTALLATION ENGINEER-UCENSE NUMBER:095374-1 DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SREU�.THELGHTNGPERMTTEDSIVILBETHEAAI REQUI6REDTOF-MCT TW PUBLICWELFARE.FACNTES SITEDONEXSTNGDEWLOPEDSI SHVLT.BENCOR MMDINTO THE WHTBNG ALL LIGFTTS TO BE REFLECTED FRONT 35 FEET 129.4 FEET 174'± (TOWER) COMPLIES 2°'101N D> MINIMUM YARDS PLANSOFTHOSESRES.OUTSDE LIGHTING SHALL USEFULLY SHIELDED FO(RRES SOTFi4TTFE LX?R DOVINNAROS'ALL LGHTT08E BIDCI�° IT IS A VIOLATION OF LAW FOR ANY PERSON, SOURCES NOTVSBND LE FROMSEYOTHE PROPERTY INE.PAD NO LIGHT S NE REFLECTED OR SHOBY PROPOSED EVERGREENSCREEN UNLESS THEY ARE ACTING UNDER THE DIRECTION TOWARps THE SKY,E%CEPTNTFE(PSE OSAFETY TURES REQUIRED TO FOLLOW FM l3UDELIES FOR CONPLE6 OF A LICENSED PROFESSIONAL ENGINEER, MINIMUM YARDS SAFETY, _ To ALTER THIS DOCUMENT. SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES STMDA M WADDBONTDTESTMDARDSNMTIQEDOVMDTHESTMOMMN§ffi7OHEREN,M1 REAR 25 FEET 61.9 FEET 30'± (TOWER) COMPLIES WRELESSFACL7TES.ODLIOBLCCON.OCATON6,SHALLBETHELEMTVISWIYOBTRMS MSM DRAWN BY: CHECKED BY•APPROVED BY: BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES 2B672A. POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHENE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUH(4)AS WELL AS(8)ARE NOT APPLICABLE FOLLOWINGDESONSTANDARDSSHA MYTOPLLWRELESSCOMWNCAMNFACLRESIGTALLEDOR MINIMUM YARDS CONSTRICTED THAT REOlRE511E PlIW MPROVPL: SIDE 25 FEET 40.7 FEET 47'± COMPOUND) COMPLIES JRF JWS JKM REAR 25 FEET 61.9 FEET 8'± (COMPOUND) NON-COMPUANT'" CO-LOCATION WIRELESS CCMAFZCATON FACIUMS SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES 2 MA(5) hULTIALEPROVDERSORDESONEDSOTHATTEYC MREMOFITTEDTOACCOM.IJDATEMATPLE COWLES RIDS REV #: 3 ( / PROVIDERS.WHEREVER POSSIBLE. LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES SCENC LANDSCAPES AND VISTAS.ALLANTEMWSUPPORT STRUCTURES WNCHARE NOT CONCEALED INSIDE OF BUILDINGSD DINS OR SCREENESYEXSRNG TREES OR BUILDINGS MIST BE SURROUIDED BYAPIANMO BRE NOTLOCAMCNSCENCVSTA CONSTRUCTION 206721(6) BUFFER OF DENSE TREE GRCWM M ANTENNA SUPPORT STRUCTURE THAT S LOCATED WBHBNASCENC MAXIMUM LOT COVERAGE 30% 262% S.B% (NEW) VISTAOR SCENC LANDSCAPEOR WIRIN300 FEETOFASCENC ROAD.M DESIGNATED BYTHE TOM.SHALL COMPLIES 32% TOTAL NON-COMPLIANT'" NOTBE TALLER IHIANNIOFEETP80VE THEHEOTT OF TR[ESWffHQNARADlA CF300 R:ETOFTHE PROPOSED DOCUMENTS LOCATION,OR 35 FEETIWCN W N THEASSENCE OF TREES. I - THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE COLOR ANTENNASUPMRTST MTURESNTHEMRMOFWD PDLESCROTFERTOWERSSHPLLEBHER SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BEBLUEASRAYNCOLORORSECOLOREDMRRORRATEMO CONTEXTOFTIEBTRUCTIRRE'SLOCAION SUBMITTALS MII ZONE REQUIRES 80,000 SQ FT PER USE SOTNITTHETOWER ISM LNOBTRUSMEM POSSIBLE,UNLESS OTHERWISE REDUIRED BYTHE FEDERAL 28672A(7) AN47gNAIA9N5TRATION(FA%.FAWRELESSCOMVUNNCATONFPLLLITYSNSTALLEDONASTRUCTURE VARIANCE REQUIRED 07HER7COhPUES TOWER TO BEPAOREDBLIEGRAY REV DATE DESCRIPTION " — HNNAT°AER.TNEPNTENNAMDSMPORTPOELECTRCALM CHMICALEOLPM1EMMSTBE OF ANEUTRAL COLOR THAT S IDENTICAL TO OR CLOSELY CCIYPATBLE WITH THE COLORS OF THE O OD-�21 RSI�D FOR PELT SUPPORTNGSTRUCTURESOMTOMW46THEMMEM RE LATEDEOUPMEMASVISUALLYLNOSTRUSNE ASPOWELE. 1 11-06-2I ISSUED FOR PEW 2 11-7P-21 ESED FOR PEAW ANTENNASUPPORTSTRUCTUREB N OR ADMENTTO RESDENTIAL TONES.VOERE TRE SBE PROPOSED FOR ANANTENNASUPPORTSTRUCTUIEE LOCATEDWWNARESDENIALZONE OR HAS ONE ORI,ORE 3 04-01-22 CUENT OOMMM PROPERTY LIES MUTRNG OR ON TFE OPPOSITE SDE OF A STREET FROMA RESIDENTIAL ZONE OR WE PERMTffEDHARESDENTA.ZONE,ND PNTENN45lPPORTSTRUCTURESMAY BE CO^BTRUC'TED U1E55 4 1 10-22 C{E11T OOUMMS CDEQUATELYSCREENED FRCM VIEW OFTHOSE RESDENiVLLZONES BY EXSTIG BUILDINGS OR LARCE TREES,ICLUDWC EVERGREENS.THE STRUCTURE MIYPROTRUDE NO WRETHAN IOFEETMOVE 5 05-01-22 CLIENT COIEENIS SCREENMBUMNG ADAORTREES NTHEPBSENCEOFPNPDEQU MMRMNGE7.EMOFEXSTNGL M TREES OR BL1DICa M MOVDE EFFECTAE SCREENNO.TH Wl OF THE PROMSM STRUCRIRE MAY a 01/0/23 mtw23r CLEAR CCMUMI S BE 140AN10RETHAN35 FEET.PNOTHE BASEECL INTIM$TBE BURIED NMUNOERCIROUDVAULT.TWO 2 .MA(9) ROWS OFEVERGREENTREES MUSTS PLNNTEDEWRCUNGTHESTRUCTURE,ONEROWATADWAME TWO ROWS OFEVERGREENTREES TO BE PROVIDED. 7 DS/17Ar�n3 QDR CONENIS FROMTTESTRLCTURE OFW%OFTHEH OFTHESTRUCTURE,ML OTHERAT.0 OFTN MGHT RELEFSOLIGHTMTOHEIGHTMNEEDED OFTFE STRIORRE.TRANSPLANTED TREES SFWLH44VE AMIAlAI.1CAIPER OF THREE NCHES.SPAOE030 A&E PROJECT NUMBER FEETCN CENTER THE TREES MST HAVE AN EXPECTED HEGHTAT MATURITY OFAT LEAST 10 FEET LESS THAN THE FECW OF THE STRUCTURE TO BE SCREENED SMALLER EVERGREEN SHRUBS MST BE USED TO FLL N NYNYCO2239 A THE GAPS N BETWEEN FOR SCREENNGI DURING TIE TWE THE TREES ARE FILLING NAND MATURING THE PLANNING BOARD MAY VARY 7HE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMAJDAM SPECIFIC DISH WIRELESS PROJECT INFORMATION SITE CO,VDIMM,MDPDC°IVPLEHT WALOFSCREEM1 GTFEFACLBYFROMVEWOFRESDEMAL MOPMTES.AWRB7ENG17ARMNTEEFROM WRELESSFACILITY$OWNERSIALBEREOUREDTO v,17^ 1— y ENSURETWITTFEPVNINGSSURVNEMDYREMIPfDWBOTHdROUC�1°UTTIEE%STENCEOFTFE NYNYCO2239A II Ni�..1,� L• l Iq kl f'a (. 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SHEET NUMBER p.LP) '�•� 28674 C.(12) PROPOSED MEANS OF ACCESS (SEE ALB ERTSONAA%QE IDNNG DRAWINGS BY ELBE TOWERS.LP) P) A 1 B ELEVATIONDRAW IDESWINOWENSKNNSCLEARLY NOALLESTNINT, pAlETEROR WDTHOF THE 280.14 C.(ISH SIRUCTIRE ATR$WIOESTMD NMRCWEST,MR THE TALLEST MINT, 00.LGHR8Ni (SEESFEETAZ) PROTECTION DISH Wtreleee LLC.TDAPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VEinFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0'MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRAMTTTING ANTENNAS AND EXISTING GPS UNITS. 1 3. ANTENNAS AND MOUNTS OIATTTED FOR CLARITY. d.sh A-2 LLC 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 a — _ (1) PROPOSED DISH Wlreleee � NYBRID CABLE ROUTED PROPOSED FIRE DEPARTMENT m ALONG ICE BRIDGE EQUIPMENT CABINET ELEVATED PROPOSED 10'x12' DISH EGUIPM:g PLATFORM (BY a Wireless LLC LLC LEASE — — OTHERS) N' 8 PROPOSED DISH Wireless LLC AZIMUTH SEE EQUIPMENT 12'WIDE ICE BRIDGE PROPOSED 150'-0'CONCEALIAENT PROPOSED UTILITY H-FRAME LAYOUT(SHEET A-3) (37'-0- ICE BRIDGE LENGTH) TOWER (BY OTHERS) _ (BY OTHERS) ENGINEERING P.C. 0 o } 0 rwO o O O O PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 0 � ED; N (BY OTHERS) PARSIPPANY, NJ 07054 O o o o o O O o 0 ___ _-- -I - PROPOSED FIRE DEPARTMENT PROPOSED MESA \ o �'O F NM ————— o l r �1 ICE BRIDGE(BY OTHERS) CABINET (BY OTHERS) y y K i 1 08531 O I � I �- �GFFSSIONF` 1 0 �. ————— J '------- — I TER K McKEON ------------- O NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:0953741 I I IT IS A OF LAW FOR ANY Y - 1 -- UNLESS THEY ARENACTING UNDER THE DIRECTION ED1 OF A UCENSED PROFESSIONAL ENGINEER. \\\\ TO ALTER THIS DOCUMENT. ° ' 1----- ---- DRAWN BY: CHECKED BY:[APPROVED BY ED iIllicillillinTiml � JRF JWS JKM IREDS REV 111: 3 i CONSTRUCTION DOCUMENTS 0 I SUBMITTALS 0 o REV DATE DESCRIPTION 0 0e-20-21 MM FOR PEWF (TYP SEE ANTENNA LAYOUT PROPOSED 1 11-0 -21 IsvIFD FOR PERMIT (SHEET A-2) LINK FENCE(TYP) O (BY OTHERS) 2 11-30-21 ISS10D FOR PETNF PROPOSED VERIZON PROPOSED FUTURE PROPOSED ACCESS J 0"4-22 QJDfr OOMMDO EQUIPMENT PLATFORM CARRIER AREA (TYP) GATE (BY OTHERS) 4 1 (BY OTHERS) (BY OTHERS) s 0e-01-22 aUIErF aoleons PROPOSED VER¢ON a 01/w/0 amff comms - ^--- ICE BRIDGE(BY 7 05/17/23 MENT axrions OTHERS) A&E PROJECT NUMBER NYNYCO2239A I DISH WIRELESS PROJECT INFORMATION I!I NYNYCO2239A AUG 3 12C23 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 ? L`D='G 6i ;tr+plc SHEET TITLE COMPOUND PLAN NOTE: DESIGN OF PIERS WALL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. COMPOUND PLAN s' a' z' 0 5' 10' A�7 C DISH WlrWese L.L.C.TEMPLATE VERSION 34 - 08/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • r 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) olL d.sh TOP EL. ® 164'-10"AGI-11-l"' ' WkehM.LLC PROPOSED FIRE DEPARTMENT DIP PROPOSED DISH BELOWe LLC DIPPROPOSED MOUNTED BELOW PROPOSED ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE ANTENNAS AND EQUIPMENT (BY OTHERS) ITTLETCONCEALMENT POLE LON, CO 80120 � 1y PROPOSED VERIZON ANTENNAS (BY OTHERS) PROPOSED DISH Wirolem LLC ANTENNA RAD CENTER (BYO "AGL (TYP 1 PER SECTOR,TOTAL 3) �1 PROPOSED VERPANEL ) PROPOSED 40'x150' 0' - ANTENNAS (TYP) (BYBY OTHERS) PROPOSED VERIZON ANTENNAS (BY OTHERS RAD CENTER ® 141'-2"AGL MULn-SECTION, MULTI CONCEALMENT POLE (BY OTHERS) C1 l 1 3 PROPOSED DISH MWese LLC L.L.C.ANTENNAS l I RAD CENTER O 132'-0'ACL Al /AZIMUTH I l I I --- --- ENGINEERING P.C. FUTURE CARRIER ANTENNAS RAD CENTER ® 120'-0"AGL 0(; 90 E. HALSEY ROAD, SUITE 104 SEE ANTENNA LAYOUT PARSIPPANY, NJ 07054 (SHEET A-2/DEVIL 2) FUTURE CARRIER ANTENNAS PROPOSED 6-0 AWN PIPE PROPOSED DISH Wireless LLC MOUNT l RAD CENTER ® 108'-0"AGL (FIELD VERIFY MAST CZE PRIOR T (TV(l1 PER SECTOR,TOTAL 3) * PROPOSED CANISTER CONSTRUCTION) (BY B1 cz P%f oKNEwrD SECTION (TYP) (BY OTHERS) OTHERS) 4 FUTURE CARRIER ANTENNAS RAD CENTER ® 96'-0"AGL yj. �Op 00953�p E110 Ss CIA PROPOSED 150'-0' CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS J/ RAD CENTER ® 84'-0"AGL EERY K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:0953741 . I II R IS A VIOLATION OF LAW FOR ANY PERSON, II UNLESS LIACTING ON OF LICENSED PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wirelem LLCI tz's- 0 11 z 3 DRAWN BY: CHECKED BY:APPROVED BY: RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT ' 4' S' 2 EXISTING CONCEALMENT POLE I1 1/2'=1'-0' JRF JWS JKM II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES CONCEALMENTALUtPOLE II SECTOR POSITION EXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAD FEED UNE TYPE MANUFACTURER — CONSTRUCTION PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER II DOCUMENTS II (4) 7/8-COAX II ALPHA A7 PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9'X 11.81 70' 132'-0' (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS II (160, LONG) HPA-33R-UU-H4 REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless II LLC HYBRID CABLE ROUTED a as-zn-zt XssLlEa FOR mart II ALONG ICE BRIDGE (4) 7/8- COAX 1 11-05-21 ISSIRD FOR PEW RlErjl PROPOSED DISH Wireless LLC BETA Bt PROPOSED COAIMSCOPE - FW-65B-R3 5G 1.9' X 11.81 190' 132'-0' �ALPHA) (HPAC33R-UPRODUCTS H4 2 11-00-21 65UFD FOR EDUS II 12'WIDE ICE BRIDGE (180• LONG) 3 ata C1M]IT COIaEN15 II (37'-0- ICE BRIDGE LENGTH) 4 05-10-12 CLIENT caaENIS PROPOSED VERIZON ICE II 5 0e-01-02 Mm caronS BRIDGE(TYP) (BY OTHERS) II PROPOSED FIRE DEPARTMENT (4) 7/8- COAX a 01/03/23 CUBIT CWAMM II EQUIPMENT PAD ON RAISED RET CABLE(SHARED (1) CCI PRODUCTS - PROPOSED VERIZON II (BY OTHERS) GAMMA Cl PROPOSED COMMSCOPE - FW-658-R3 5G 1.9'X 11.81 310' 132'-0' WITH ALPHA) HPA-33R-BUU-H4 7 05/17/23 0=COrons EQUIPMENT PLATFORM II PROPOSED UTILITY H-FRAME (180' LANG) A&E PROJECT NUMBER (BY OTHERS) II _-- (BY OTHERS) IlL NYNYCO2239A PROPOSED CHAIN LINK i DISH WIRELESS PROJECT INFORMATION FENCE (TYP) (BY OTHERS) l RRH NOTES NYNYCO2239A V SECTOR POSITION MANUFACTURER - MODEL TECHNOLOGY NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 25 Al AWS3/AW54 4T4R 320W DETAILS. SOUTHOLD, NY 11971 ALPHA SAMSUNG - RF4451D-70A 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED s rt i SAMSUNG - RF4450T-71A CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS ii L�tI AUG "` SEE EQUIPMENT Al TS 4T4R 28M RU '5' AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. { AUU '-+ 1 2V2J iLAYOUT (SHEET A-3) Bt �AWS3/AWS4SUNG - R4T4R1 2OW 5G I SHEEP TITLE BSA SAMSUNG — RF44W-71A ELEVATION, ANTENNA ��T 4 B1 TB 4T4R 2" RU � EQUIPMENT SAMSUNG - RF4451D-70A Ln� EXISTING OR MANUFACTURER - MODEL S IZE ( ) WEIGHTLAYOUT AND SCHEDULE iG!1f l 'IviX C7 AWS3/AWS4 4T4R 32OW �' PROPOSED NUMBER F•O f d G`:'TuSIa::S ,, GAMMA SAUSU14G - RF445OT-71ASHEET NUMBER c1 TB 4T4R 28OW RU 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-8181-PF-48 8.98'x14.39'x8.15 21.82Lbs 20' 10' 0 20' 40' A-2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE NO sruE 3 DISH Wireless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2• • OF FILL PER DasnNG SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v Wirelass LLC LLC. CONSTRUCTION MANAGER AT TIME OF PROPOSED DISH WIRELESS 8'-0•X 10'-0' COC'CIION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK d...sh PREFABRICATED ELEVATED EQUIPMENT PLATFORM (3'-0-ABOVE GRADE MINIMUM) WITH 42' HIGH PROPOSED DISH WIRELESS OVP PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR cuRrrY -LLC HANDRAIL ALL AROUND PLATFORM DIPLEXER ON PROPOSED H-FRAME (SEE DETAIL 1, SHEET A-7) BOX ON PROPOSED H-FRAME 0, (STACKPER SECfOR, 12 5701 SOUTH SANTA FE DRIVE LITTL-ETON, CO 80120 PROPOSED DISH WIRELESS RRH PROPOSED CHAINLINK FENCE(BY OTHERS) i ON PROPOSED H-FRAME • OF 2 PER SECTOR, 6 TOTAL) (STACKED) PROPOSED DISH o WIRELESS GPS ANTENNA I io I _ ___ _____ AZIMUTH __ _ ,. . _ I -0 ENGINEERING P.C. ••• O O O O O O 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 E2 1 PROPOSED DISH' WIRELESS H-FRAME (TYP.) (SEE DETAIL 4, 1�OF NEIq SHEET A-7) PROPOSED DISH WIRELESS oo I Z EQUIPMENT CABINET ON I ELEVATED EQUIPMENT PLATFORM IPROPOSED DISH WIRELESS Sys FTAB ON PROPOSED H-FRAME ��p• 096 �1�\ igOFESSIONP�' • I /� JEREMY K McKEON • NEW YORK LICENSED PROFESSIONAL ENGINEER-UCENSE NUMBER:095374-I IT IS A VIOLATION OFlAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. PPC ON PROPOSED H-FRAME DRAWN BY: CHECKED BY:APPROVED BY: • • JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS i I SUBMITTALS REV DATE DESCRIPTION 0 09-20-21 ISSUED FOR F04MT 1 11 -21 FnR PE]aMT PROPOSED DISH I c 1•-0- 2 11-70-21 ISSUED FOR PL766T WIRELESS ICE BRIDGE TYP. 3 04-0{-22 CLIENTC01M7f15 __ ____ ________ ———— 4 05-10-22 CLEAT COMMENTS 5 W-01-22 CUM COMMDM 6 01/0.7/23 OMIT COMSOM T-Z� � E ' PROPOSED DISH £ s 7 fes, I PROPOSED CONCRETE PIER WIRELESS WORK L1GHT 7 /A&E PROJECTNUMBER(TYP.) (SEE DETAIL 2, SHEET A-7) k 1 filfil r` NYNYCO2239A I �Y' PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION AUG 1 L J LADDER WITH SAFETY CHAIN I E (SEE DETAIL 3, SHEET A-7) NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 a vel -' s , PROPOSED DISH WIRELESS 10' Board of m+TIS'."'£S X 12' LEASE AREA ^Y.._-�--.---- - SHEET TITLE EQUIPMENT PLATFORM AND NOTE H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. A-3 DISH Wireless LLC.TEMPLATE VERSION 34 - 06/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES DELTA ELECTRONICS, INC. RDIAC-2465—P-240—MTS D224NRB ESOA600—HCB04 (HEX) ENCLOSURE DIMENSIONS (HxWxD): 39742.855702.593 ENCLOSURE DIM (Hx) 29.25'x19.00'x8.50'WEIGHT- 80 r DIMENSIONS (HxWxD) 75'x32x32' Ib• ENCLOSURE TYPE NEMA 3R RAINPROOF WEIGHT(EMP825 Abs (approx.) / OPERATING AC VOLTAGE 240/120 1 PHILSE 3W+G MR UL LISTED FILE E-2875 MR d s h Wk18k=-LLC Elm 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 000. poo 0 O 0 O 0 O X07% 00 00 00 00 00 00 00 00 O O 0 0 of /AZIMUTH ENGINEERING P.C. lam SIQE �� 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL No SCALE POWER PROTECTION CABINET (PPC) DETAIL No SCALE 2 SAFETY SWITCH DETAIL No SCALE 3 EATON METER SOCKET CHARLES CFIT—PF2020DSH1 OF NEW UNRRS2138EUSE FIBER TELCO ENCLOSURE PROPOSED FLiNNNER EXIBLE RIBATi 5�* Y KMrf�o METER SOCKET TYPE RINGICE BRIDGE * 2 ENCLOSURE DIMS (HxWxD) 20'x20'x9' ENCLOSURE DIM (HxWxD) 18702'x8' G s PROPOSED%'DIA 0 — ENCLOSURE WEIGHT 20 lbs HYBRID GABLE MAIN AMPERE RATING 200A ( 7 I I gym N MOUNTING WALL OPTION A I I NDUR SUPPORT Fo o Dssa�' PLAN I I BRACKET AND BANDING �GrEssIDN�� WEIGHT 18 LBS COMPLIANCE TYPE 4 PROPOSED H B IS CD X'D 1I O 101-0'O.C. \ �� (OPTION 'B) �� 16RR . K N1 KEON O O O NEW YORK LICENSED PROFESSIONAL rrm ENGINEER-LICENSE NUMBER:0953741 • • PROPOSED CABLE CLAMP O 3'-0'O.C. If IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECDON OF A LICENSED PROFESSIONAL ENGINEER, EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY:APPROVED BY: JRF JWS JKM O 0 0 RFDS REV #: 3 10 a 01 CONSTRUCTION sly Becx O � FRO DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL NO SCALE 5 HYBRID CABLE RUN sraLE 6 SUBMITTALS �= - i 4 p `�� , [, i RETK`q BATE DESCRIPTION INCLUDED WB-T12-3 TRAPEZE KR, apr --21 mT1EL FW PMU COMMSCOPE WB—K110—B PRODUCTS 3 RUNGS ;al s� a WAVEGUIDE BRIDGE KIT :I I iil05-21 �TIm F�e•r WB-LB12-3 SUPPORT BRACKET �i 2t mT Eu Pale P00R DIMENSIONS (HxQ 180'x10' / MF-130 DIRECT BURIAL PIPE FINISH SLOPE j f 22 CUI NT COM EWS AUG U � � 202 i 4 ad->fo-22 aELFr�rs WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4' TO DRAIN _ t � 6 Od-0t-22 CIJE7R COItie114 i ! L.__`____.. ! e 0}/0.7/23 CUE)er COeMQ11S CABLE RUN (OTY) 12 !' \ " '( 0 7Ci 7 06/17/23 MW OOLMFNIS O PROPOSED TIMED L1GHi RB Id r P/N SR360H) l ti i}f 1T ig(ne8 A&E PROJECT NUMBER SUPPORT BRACKET A-A A-A (1YB-L812-3) (IYP OF'1-PER-iCtS,-._�.-=�.�.. CANOPY Posy TOTAL OF 4) NYNYCO2239A TRAPEZE KR (WB-T12-3) m DISH WIRELESS PROJECT INFORMATION PROPOSED 3.5' DIA 3' DIA SCH 40 PIPE I SUPPORT BRACKET scH 40 PIPE r; NYNYCO2239A (WB-LB12-3) GALVAN iq 3'ox10'-0' LONG SCH. 40 PIPE 18• DIA DRILLED 61405 MAIN ROAD, ROUTE 25 (WB-T12-3) PROPOSED I'-B•TRAPEZE KIT PIER FOUNDATION SOUTHOLD, NY 11971 DIA. CONCRETE PIER (TYP) A-A SECTION 3.5' DIA GALV SCH GOU�If1ET PCOV�EROUTLEr(lYP OF WITH NEMA 3R SHEET TITLE 4o PIPE (SPACED 3.s' DIA cALv scH NOTE Q EQUIPMENT DETAILS — 1 9'-0' MAX) 40 PIPE (SPACED 1. MOUNT TIMED UGHT ec OUT PER (MF-130) 9'-0' MAX) MANUFACTURERS RECOMMENDATIONS (MF-130) CONCRETE PIER SHEET NUMBER FROW A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO sGALE $ 1 WORK LIGHT DETAIL NO SCALE Q DISH WlrNea• L.L.C.TEMPLATE VERSION 34 - 08/11/2021 PCTEL 1.75.0 GPSGL—TMG—SPI-40NCB 1'8°•0 MINIMUM OF 75R OR DIMENSIONS (DIAxH) MM/INCH 81x184mm O 270' IN ANY DIRECTION —3.2'x7.25. d.* sh v WEIGHT W/ACCESSORIES 075 lbs GPS CONNECTOR N—FEMALE �� �i� FREQUENCY RANGE 1590 t 3OMHz n mP �a�•4iN 6QO*•y,N ■ IM-LLC �0vq 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 CU12PSM6P4)OO( CU12PSM9P6)OOC GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (8 AWG CONDUCTORS) BE BELOW II 1.41-A 0 0 �\ 0 0 Q 000 C= AZIMUTH CU12PSM9P8)OO( ENGINEERING R..0 DUN $JQg (8 AWG CONDUCTORS) 90 E. HALSEY ROAD, SUITE 104 CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL NO SCN.E GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 MINIMUM BEND RADIUSES No SCALE 3 tE OF NEIVJ,q � I LINE DETAILS y�FOP7OfFSS10NN� o` U14E TYPE MANUFACTURER TBD rER�M K McKEON NEW YORK LICENSED PROFESSIONAL MODEL NUMBER COAX - 7/8 ENGINEER-LICENSE NUMBER:0953741 DIAMETER (0.0. IN.) 1.102 R IS A VIOLATION OF LAW FOR ANY PERSON. WEIGHT(Lbs PER FT.) 0.302 UNLESSA LICENSEACTING UNDER THE ON D PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. QUANTITY 12 APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY:APPROVED BY: JRF I JWS I JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS 140 saLE 5 NOT USED No SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 09-20-21 ISSUED FOR PERU 1 11--M-21 ISSUED FOR PERMIT 2 11-30-21 ISSUED FOR PERMIT 3 O"W-22 CLIW 0010[MS 4 05-10-22 CIDFF GONORS 5 05-01-22 CLDR COMMDUS e 01/03/23 CLDR COMMEM 7 05/17/23 CIDIT CMUMM A&E PROJECT NUMBER _ NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 AUG 3 1 K23 � vLiUUl�ite SU�'RSHEET TITLE pI EQUIPMENT DETAILS — 2 SHEET NUMBER A-5 NOT USED No SCALE 4 NOT USED NO SCALE 7 NOT USED No SCALE $ DISH Wirelw LLC. TEMPLATE VERSION 34 — 08/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451D-70A RF445OT-71A I 111111111111111111111 DIMENSIONS (H~) 2"4.72"x. 25' OT 0 • DIMENSIONS (HxWxD) 15'x15'x8.9' DIMENSIONS (HIAYILD) 15 218.5'x11' r 11 WEIGHT: 5.5 LBS OTY:6 WEIGHT 81.3 Ib• WEIGHT 94.8 lbs R CONNECTOR TYPE Cd...sh ONNECTOR RF CONNECTOR TYPE CONN TO 7' CIA., 1/: ROUND OR POLYGON POLES 3' Fp$ PAN FPS � TO 7' DIA, 1/4' BRACKET ASSEMBLY MTDR _j INPUT VOLTAGE _38 ss voc 36 INPUT VOLTAGE _ 4 voc D -LLC PJ Ate PLIC EEI TRIAD—AB MOUNT p 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS (WWxD) 2'x1o'x.25' AB PLAN WEIGHT: 2 LBS QTY:6 O ^1 SPECIFICATIONS: ANTENNA BRACKET, 1/4'HRPO • GUSSET ASSEMBLY AB FRONT 0 0 M TRIAD-AB BOLT HEX NUT, LOC WASHER g AZIMUTH 0 T LOCK WASHER 0 EEI TRIAD-ppb POLE ENGINEERING PC BACJS ;iIQE �� �� E �� Effa FRONT ROD (TYP) {/AB PLAN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL NO SCALE RRH DETAIL NO SCALE `Z MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181—PF-48 �E OF NEW FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) SSV KMc}F 9T � oy DIMENSIONS (HAM) 71.9'x11.8'x7.1' WIDTH 5' DIMENSIONS (HxWxD) 18.98'x14.39'xB.15' TOTAL WEIGHT 43.8 LB rim DEPTH 2' WEIGHT 21.82 LBS n RF PORTS, CONNECTOR TYPE B x 43-10 Fl9aALE HEIGHT 8' MOUNTING rim �0�096 ssmE���o\ TOTAL WEIGHT 1.5 lbs BRACKET ` • • HOUSING MATERIAL ASA/ABs/ALUMINUM ANTENNA 0 jEREM K McKEON RADOME COLOR LIGHT GRAY 0 NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 BRACKET CONNECTOR 1x8-PIN DAISY CHAIN MOUNTING T IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PRDFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVEDED p BY: JRF I JWS JKM MOUNTING 0 PIPE RFDS REV #: 3 OR DISH Wlml� • • L.L.C. APPROVED LLC Lj CONSTRUCTION Bam sm r sly MIX DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALc 6 SUBMITTALS REV DATE DESCRIPTION 0 09-II111-21 SSIM FOR PFTORr COMMSCOPE 1 11-05-21 LSSIED PDR PE}DR CDX623T—DS—B DIPLEXER 2 11.30-21 scum FOR PERMIT _ _7__, 04-04-22 CLIENT COMMENTS 4I,-O.S-j0-22 ClE]VF COMMMM DIMENSIONS (HxWxD) 8.8'x4.9'x4.5' WEIGHT 10.14 lbs W OD-01-22 CUIw CouEMs CONNECTOR TYPE 7-16 DIN i 13_,5F! Ei,e` 0 03/23 OJENT COMMM FEMALE DQ/,n/23 aEaR caEEEsns 1A E PROJECT NUMBER 00 0 I ,.I AUG ��w NYNYCO2239A i I DISH WIRELESS PROJECT INFORMATION 1 NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 ^W = SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 3 D&K ;;1GE FROM SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE ] NOT IN USE NO SCALE $ NOT IN USE NO SCALE Q DISH Wheless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 PROPOSED PREFABRICATED 40' OUTSIDE MP) •CTC(�) EQ—P0810 B AD � EQUIPMENT PLATFORM PLATFORM EQL.2 • STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT &1017.8 Ib5 RUNG WELDNIENT QTY 2 MAx LOAD CAPACITY 10.000 lbs PROPOSED H554X4X3/8 COLUMN TOTAL HEIGHT 88' ,_,/2• 1'-6• TOTAL WEIGHT 47.62 Ib. � � 1 ,.LLC %WS TYP c+ 10x,o'X3/8•ROPOSED o = PFIASEPLATE . 1 4• N—�(EQL.2 SHOWN FOR CLARITY PURPOSES) a. ALL DIMENSIONS SHOW AS 'TYP'WILL BE 5701 SOUTH SANTA FE DRIVE GRADE LEVEL THE SAME FOR ALL LADDER ASSEMBLIES � � �i � LITTLETON, CO 80120 `O PROPOSED 5/8'A615 12 o .. X/11\1 I \rte\\� \� \�h ENBtDED OR a IN PROPOSED r �'�• . PIER (TYP.) HHS o 4X4X3/8' a • PROPOSED COLUMN • 4o 10'%10'X3/6• ------------ O — y I •'•A••.• BASEPLATE CFA. 1• BAR GRATING � •,•. •t _ IGP 10' +: PROPOSED PLAIN CONCRETE PIER iv AZIMUTH (4,000 PSI CONCRETE) NOTE- To* 10'X10-X3/8• PLATE To BEPREVI ES AFTER ANGLE �NT CIO ENGINEERING P.C. a m PROPOSED DESIGN OF PIERS WILL NEED Ilrr 1'-6' ELITE GEDTECH. 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL No sCi11E EQUIPMENT PLATFORM PIER DETAIL No SCALE 2 STEEL PLATFORM LADDER DETAIL NO sruE 3 ,1E OF NEW), Kl )� Z a NOTES: s 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 8 'DNpffSSIONP'�' j 210 �6RLM 7 K McKEON ®�'•�• 15 17 NEW YORK LICENSED PROFESSIONAL +4r ENGINEER-LICENSE NUMBER:0953741 0 Q R IS A VIOLATION OF LAW FOR ANY PERSON, 6 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DETAI A ALL CORNERS TO ALTER THIS DOCUMENT. SCALE 1:4 DRAWN BY: CHECKED BY:APPROVED BY., 9 DETAILE 4 1 SCALE I:4 11 `�I � JRF JWS JKM RFDS REV #: 3 _-� -CONSTRUCTION 5 10 �DOCU�IENTS 3 ,'S�UBtnTALS DESdRIPTIO NREV DATE �9 l : AF FOR PERMIT I 1 1,-03-21 • FOR FE36U 6 + 2 11-70-21 FOR PERYf SCALE I:4 `_-__-.- Com, i-- ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. .ftf�.. �' ;7,-" O�-0{=T2 CIJENF CANEMS 1 GB-03105 3/8"X I"GALV BOLT KIT 14 0.05 LBS v 4; 05-10-22 01111(COMMENTS 2 GB-03205 3/8"X 2"GALV BOLT KR 28 0.08 LBS "-6- DO-01-22'-M1E11 COMMENTS 3 GB-052D5 5/8"X 2'GALV BOLT KR 28 0.26 LBS 1 0 01/N/2S CLIENT COMMENTS 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS 7 05/17/23 CLENT COMMENTS 5 GWF-05 5/6"GALV FLAT WASHER 28 0.06 LBS _ 6 MTC396620 POST,HANDRAIL 14 9.96 LBS ,q s A&E PROJECT NUMBER 7 MTC3979HRl l HANDRAIL,HORIZONTAL 4 16.60 LBS NYNYCO2239A 8 MTC3979HR72 HANDRAIL,HORIZONTAL 2 21.11 LBS - 9 MTC3979HR73 HANDRAIL,HORIZONTAL 2 6.51 LBS DISH WIRELESS PROJECT INFORMATION 10 MTC3979HR14 HANDRAIL,HORIZONTAL 2 5.44 LBS ® b 11 MTC3979HR15 PLATE.HANDRAIL TOEBOARD 2 16.52 LES ® ® NYNYCO2239A 12 MTC3979HR16 PLATE,HANDRAIL TOEBOARD 1 20.83 LBS I REMOVE UPRIGHT POSTS(MTC396620) 61405 MAIN ROAD ROUTE 25 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS - BOLT IN 4"X4"TUBE FOR MTTC3983 Y 14 MTC3979HRIB PLATE,HANDRAIL TOEBOARD 1 5.37 LBS USE TS1275 IN PAIRS TO ATTACH 15 MTC3979HR19 ANGLE BRKT.HANDRAIL 12 0.32 LBS TOEBOARDS. SOUTHOLD, NY 11971 16 751220 12-24X2"SELF DRILLING SCREW 16 0.03 LBS US TS1220 IN PAIRS TO ATTACH 17 T31275 TEK SCREW#12 X 3/4,WITH NEOPRENE WASHER 48 0.02 LBS HANDRAILS TO 4X4 POSTS. REMOVE UPRIGHT POSTS(MTC396620) SHEET TITLE BOLT IN 4"X4"TUBE FOR CANOPY APPLICATION EQUIPMENT DETAILS — 4 USE TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER A-7 EQUIPMENT PLATFORM HANDRAIL DETAIL No SCALE 4 DISH Wireless LLC.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-48V. 1. CONTRACTOR SWILL FIELD VERIFY ALL PROPOSED d.*.sh UNDERGROUND UTILITY CONDUIT ROUTE r 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SWILL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.ANI'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. V „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 LTITLEfON, 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. 014% 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. S. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS ENGINEERING P.C. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHILL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. 90 E. HALSEY ROAD, SURE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 25D. 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 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. y4 OF Ne K Mg1�Op PROPOSED UNDERGROUND POWER 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. * X07 — CONDUIT(LENGTH: 72'-0't) L 13.ALL TRENCHES IN COMPOUND 1C BE HAND DUG vi �OFFSSIONI\' G" P&00( � °���� EIN K McKEON -.- -.-. �O NEW YORK LICENSED PROFESSIONAL �i � •� ENGINEER-LICENSE NUMBER:0953741 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ` I o OF A UCENSED PROFESSIONAL ENGINEER, — 11 PROPOSED DISH WLrshm LLC TO ALTER THIS DOCUMENT. —J UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY:APPROVED BY: �I O PROPOSED UNDERGROUND FIBER JRF JWS JKM CONDUIT(LENGTH: 6O'- :h) RFDS REV 3 �I CONSTRUCTION DOCUMENTS SUBMITTALS f REV DATE DESCRIPTION 0 00-70-21 ISS11D FOR PE10R 1 11-05-21 ISSUED FOR POW 2 11 TD-21 LSSM FOR PE111R J 01-01-22 CLIENT OOIRR]OS EXISTING PAVED PARKING AREA 4 05-10-72 CLIENT OOMMIM 6 00-01-72 CIiNF CINIM 14 EXISTING _ 6 01/0/23 CIMIT CON070S BUILDING .�._�._�� ' �•�:= k 7 05/17/23 CU1W 0000- A&E ER NYN CO2239A [V p DISH WIRELESS PROJECT INFORMATION E AUG 61405 NYNYCO2239A ' MAIN ROAD, ROUTE 25 4 y SOUTHOLD, NY 11971 r _ RC<1TGGTfTt1SL°eS - - - SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 UTILITY ROUTE PLAN 12' 8• 4' D 10' 20'1'- ,� ELECTRICAL NOTES NO SCALE 2 3/327 0' DISH WIr6l6a L.L.C.TEMPLATE VERSION 34 - 08/11/2021 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-48V. • r 1. CONTRACTOR SHALL INSPECT THE EXISTING 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. ,sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wireless LLC U 0 () FIBER DISTRIBUTION PANEL MANAGER FOR CLAIRJFICATKIN, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES LLC 12AWG WIRE (Affirmlem PROPOSED DISH Winless LLC NOTE FIBER PROVIDER . WILL NEED TO PROVIDE AN 2 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TAIL) L.L.C. PROPOSED FIBER ENCLOSURE PROPOSED DISH Winless LLC NID FIRED ADDITIONAL 5FT UNLSTRUT, STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS 2 U-BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. f L ::T L.L.C. UNI IN THE EVENT THE 5701 SOUTH SANTA FE DRIVE u BRACKET SPACING DOESN'T LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISUNE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC LLC. UNI SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 00 4. CONDOR ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC L.L.C. -1/4- FLEX CONDUITSC. �^1 VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDERTO TERMINATE FIBER PROVIDER TO PUNCH TOP OF WILL NEED TO BE POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND TERMINATED BY FIBER 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDORS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH Wireless LIC INSTALL 1-1/4' LIQUID TIGHT PROPOSED DISH PROVIDER ON OTHER SIDE OF L.L.C. 12 AWG WIRE (6' CONNECTORS, UL LISTED, NYLON Wireless LLC LLC. CONNECTORBIJLKHEAD/S E MATERIAL,WITH O-RING GASKET 8. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DLSTWBUTION CONNECTOR WHERE CIRCUIT 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND GABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. BREAKER IS TERMINATED. FIBER PROVIDER TO INSTALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. IN IPROPOSED DISH Win &less LLC 1-1/4' FLEX CONDORS BEBETWEENAZIMUT H N L.L.C. FDP TELCO BOX NID PROPOSED FIBER PROVIDER 10 AMP DISTRIBUTION BREAKER ENG 1 E E R I P2 G P.C. S. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLC 0 FIBER LATERAL EET. RIGHT PROPOSED DISH Wireless LLC INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. OF WAY TO STREET, L.L.C. LLC. PROPOSED DISH Wlrels5e LLC mrn}]g�g PROMEWFAASH Wirsleu LLC TERMINATED TO FDP L.L.C. PROPOS 919"9=LLC 90 E. HALSEY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wireless LLC 12 AWG WIRE PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULL BOXES, AND ALL 1�SJ/21 rnlr LL L►1?BINET L.L.C. M N 1-1/2"FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. D n N 7 1/p LBQt HTO CTI XE[ INSTALLS 1-1/2'CONDUITS FROPOSEb DIS Wi LLC PROPOSED DISH Wlnlaes LLC D PROPOSED DISH Wireless LLC FOR POWER AND FIBER LLC. 2'CONDUIT FROM L.L.C. L.L.C. 2'CONDUIT FROM 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL CABINET COMMERCIAL FIBER VAULT 1-1/2' POWER FROM CABINET COMMERCIAL FIBER VAULT OF IVE&v, 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 5' Y K M o 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. 3 ELECTRICAL NOTES No sGALE DARK TELCO BOX — INTERIOR WIRING LAYOUT No scuE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) No sGALE 3 SsoN�� \ SERF K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 PROPOSED 5 SINGLE MOUNTED METER SOCKETS ON E)USTNG H-FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON, WITH 1 EMPTY METER PROPOSED DISH Wireless UNLESS F ATMLCENSEDARE ACTING UNDER THE PROFESSIONAL ENGINEER,SPACES (BY OTHERS) LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Winless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY:APPROVED BY: CABINET POWER SECTION JRF JWS JKM M M M M M 200/3 RFDS REV #: 3 2 ML-200 ONSTRUCTIO N PROPOSED IbOCUMENTS PROPOSED DISH DISH s1.: Wireless 120 208V 10 3W LLC I t, / PROPOSED ;,;I SUBMITTALS AC CABINET TELCO MESA CABINETr, REV'-"DTE DESCRIPTION CABINET AUG 3 (BY OTHERS) ? C L.. D 09-2D-21 ISSUED FOR PEMU • 2' RIGS ! + 1 11-QS-21 tS9ED FOR PE78R SEE TRENCHING NOTE 1 -2 11-40-21 is M FOR Pfmrr BACKFILL PER SITE � C;;:�n^I�'T.^ TRENCHING NOTES WORK SPECIFICATIONS ? 80 0"Trustees 3 Da.o1-n a�xr a>ronS 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) - ------- ...�..._'_-.� ._4_. .05-1.0-22 CLEW CONENiS TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 5 0e-01-22 CLEW wroirs CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS ARES,OR WITH LOCAL REGULATIONS Fin PWR PWR PWR PWR— 1r PWR a 01/03/23 CLEW COWEM SEE TRENCHING NOTE 2 �— 7 0s/n/23 amrt 00MmGs REPLACING ASPHALT OR CONCRETE PWR PWR PWR PWR PWR —PWR AREAS TO ITS ORIGINAL CROSS 6'WIDE WARNING TAPE / A&E PROJECT NUMBER SECTION, �/\ / FEIR FBR FBR FEIR FBR NYNYCO2239A 2 TRENCHING SAFELY; INCLUDING, 4 ��� / 5 c5 DISH WIRELESS PROJECT INFORMATION BUT NOT LIMITED TO SOIL / /\ m � PVC SCI. 40 CONDUIT FOR FIBER CADWELD CLASSIFICATION, SLOPING,AND (CM TO CONFIRM) NOTE SHORING, SHALL BE GOVERNED W20 RISER DIAGRAM IS FOR REFERENCE NYNYCO2239A BY THE CURRENT OSHA _ -. o� 61405 MAIN ROAD, ROUTE 25 TRENCHc n \/ m ONLY. WIRE SITES AND FINAL WIRING SI µAND�CAVAnoN c / :',-.:,•'. ; // �- PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 R j c: ' COMPLETION OF UTILITY CONSULT. z 3. ALL CONDUITS SHALL BE W / GROUND ROD INSTALLED IN COMPLIANCE WITH Ni i s:2 THE CURRENT NATIONAL '' UTILITY WARNING TAPE SHEET TITLE ELECTRIC CODE (NEC) OR AS 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 E-2 TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM TNO — 5 DISH Winless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 12UTILITY COMPANY 0/2 10 SERVICE PROPOSED GENERATOR PROPOSED POWER PROWLIM CABINET DELTA NETWORK CABINET NOTES CAMLOCK GEN PLUG 120/24OV, 1 PH, SERVICE ELITE-X DC PLANTCE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY • OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UmLIiY SERVICE N3R, 65K/10K AIC SERIES RATED. WIRE (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75'C) ENTRANCE MAIN BREAKER WITH v 120/240 VAC 200A 20a INTERLOCKED GENERATOR 8 FOR 204 OCPD WIRE DERATING:0.8 x 25A- 20.OA l� VPH N 65K FEED, 200A 10K AIC (2) PROPOSED FOR 40A OCPD WIRE DERATING: 0.8 x 50A- 40.OA 1.0' EMIT CONDUIT Wsh C>-(3)3/0 WITH /6 GROUND O SURGE SUPPRESSION CONDUIT SIZING: AT 4oX FILL PER NEC GRAPIER 9, TABLE 4, ARTICLE 358. a LLC IN 3'SCH 40 CONDUIT DEVICE 140KA MOV 1.0' CONDUIT- .3460 SQ* IN AREA NEW 200A, 120/240V, 11131Y, 01 02 3.0' CONDUIT- 3.538 S0. IN AREA NEMA 3R UTILITY COMPANY M GFCI 15A PROPOSED 2J8. 148 SHARED GND. FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE APPROVED METER ENCLOSURE 03 04 LITTLETON, CO 80120 15A 05 06 (2 CONDUIT): USING THWN-$ CU. PROPOSED 2 8 RECTIFIER CONDUCTORS SPACE 07 08 40A FOR RECTIFIER 2 #8 - 0.0366 SO. IN X 4 - 0.1464 SO. IN (3) 3/0 WITH#6 GROUND O1 SPACE #8 - 0.0366 SQ. IN X 1 - 0.0366 SO. IN <GROUND w�1 IN 3'SCH 40 CONDUIT SPS OU 10 40A PROPOSED 2#8. 1#8 SHARED GND. FOR RECTIFIER 2 TOTAL - 0.1830 SO. IN • 11 12 NEW 240V, 20OA 200AF, SPACE 13 144-_ RECTIFIER &GFCI CONDUCTORS 2P, NE]IA 3R,SERVICE SPACE IS 16SPACE #12 - 0.0133 SO. IN X 2 - 0.0266 SQ. IN RATED DISCONNECT SWITCH. /8 - 0.0386 S0. IN X 2 - 0.0732 S0. IN SCCR 100kA 200 SPACESPACE18SPACE /8 - 0.0366 SO. IN X 1 - 0.0366 SO. IN <GROUND SPACE19 20SPACE TOTAL - 0.1384 SQ. IN AZIMUTH SPACE 21 SPACE ENGINEERING PC SPACE 24SPACE 1.0' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE 90 E. HALSEY ROAD, SUITE 104 SPACE SPACE PROPOSED 2/12 PARSIPPANY, NJ 07054 FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, W. /4 CU (GROUNDING Oj (3) 3/0 WITH/6 GROUND 3/0 - 0.2879 SQ. IN X 3 - 0.8037 SO. IN ELECTRODE CONDUCTOR) IN 3'SCH 4O CONDUIT SERVICE/FEEDER CONDUCTOR LENGTH TAME /6 - 0.0507 SO. IN X 1 - 0.0507 SO. IN <GROUND (BASED ON INDUSTRY STANDARD 3X VOLTAGE DROP AND SXNEC R SIZES ALLOWABLE LIMIT) TOTAL - 0.8544 SO. IN S',tE OF NEK,R,O CONDUCTOgV K � DESION LOADS 260 kemll Al 300 kemD AL 3/0 W 4/0 CU 250 kemll W 300 kemR W 3.0' SCH 40 PVC CONDOR IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRE AS INDICATED ABOVE Ommaus Law OIEC E !� 13W 155' 145' 160' 215' 255' G 33 VOLTAGE DROP O PPC FEED CONDUCTORS 0 CONDUIT): USING THINK AL S (NEC A�rasE�a1 22W 250' 24W 300' 360' 425' 250kcmll AL - 0.3970 SO. IN X 3 - 1.191 SQ. IN =VOL #4 AL - 0.0824 SO. IN X 1 - 0.0824 SOAN <GROUND NOTES' TOTAL - 1.2734 S0. IN \ 1. 250 MCM/KCMIL AL+#2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 W+ /6 W GRD SERVICE CONDUCTOR FROM THE DISH WTmku L.L.C. FIRST MEANS OF DISCONNECT/UTLRY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO LIMIT VOLTAGE '3.0SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTOF4 AL () N7RE5, I/ c Y DROP TO 3X. �EQRM K McKEON 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 75'C. INCLUDING GROUND WIRE AS INDICATED ABOVE NEW YORK LICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE AHT CORROSION ENGINEER-LICENSE NUMBER:095374-1 CONDUCTIVE LUBRICANT'ON CONNECTIONS BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, SOOV, 4. PPC MAIN DISCONNECT CRCUIT BREAKERS ACCEPT#4-30OKCMIL AL OR W CONDUCTORS. AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE-UNE DIAGRAM. CONTRACTOR WAY S. VOLTAGE DROP FOR SINGLE METER ENCLOSURE FED FROM TRANSFOfdM WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE R IS A VIOLATION OF LAW FOR ANY PERSON, SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OU TET BRANCH CIRCUIT. TRANSFORMER TO PPC. (SERVICE AND FEEDER CONDUCTOR LENGTH) UNLESS THEY ARE ACTING UNDER THE DIRECTION 6. VOLTAGE DROP FOR MULTI-METER ENCLOSURE 15 CALCULATED FROM THE METER TO PPC. (FEEDER CONDUCTOR LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, BR�IrFRc REQ IRm: 7. VOLTAGE DROP CALCULATIONS ARE EASED ON A POWER FACTOR OF 1,A LINE TO GROUND VOLTAGE PER CONDUCTOR OF 12OV, NO TO ALTER THIS DOCUMEJr. (3) 4WD 2P BREAKER - SQUARE D P/N.`00240 CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT-CARRYING (2) 15A 1P BREAKER - SQUARE D P/N0011S CONDSHORUCTORS DISTANCES THAN CONDOSHOWN T R RA AY.A POWER FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN DRAWN BY: CHECKED BY:APPROVED BY: JRF I JWS JKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE 1 DOCUMENTS SUBMITTALS PANEL NAME I LOCATION VOLTAGE 240/12010 MOUNTING/ENCLOSURE:SURFACE/NEMA 3R DELTA EQUIPMENT PLATFORM MAINC/B:200 AMPS AVAIL FAULT CURRENT: REV DATE DESCRIPTION BUS RATING:20D AMPS SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED 0 OO-2D-21 bSIUIED FOR PERMIT AMPS WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT AMPS 1 11-06-21 ISSUED FOR PERMIT POLES POLES 15/1 2#12 1#12G R INTERNAL GFCI 0.18 1 1.6B 2 1.50 RECTIFIER EO SEE ONE UNE 4Dn 2 111-W-21 6S1kD FDR PE3ilIT 151 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1S0 EO '-" "'-_"-"- "- "3--=D{-01-22 CltlR OOIIOAS SPACE 5 1.50 6 140 RECTIFIER EO SEE ONE LINE 4012 -OS-10-22 CMT 00FIODS 4 S SPACE 7 1.50 8 1.50 EO SPACE 9 1.50 10 1So RECTIFIER EQ SEE ONE UNE 40/2 yj[[ -61; D6--01-22 ClE1R C01IEM5 SPACE 11 1.50 12 1.50 EQ ; 1����_.�---.-.R=,_._,._��. SPACE 1314 SPACE ilj--�jl egi O1jom CLIENT1. CONTENTS SPACE 17 18 SPACE I I'' 7 / SPACE is 16 SPACE I 06 7/23 C1ENT COIIE7NI5 SPACE 19 20 SPACE a AUG ��,/.� SPACE 21 22 SPACE I U nrt,'rf A&E NYNYCO2239AER r r i�� t SPACE 23 24 SPACE I I ! ; PHASED LOAD dISH WIRELESS PROJECT INFORMATION 4.7 4.7 KVA TOTAL CONNECTED LOAD 9.4 kVA 39 A I -"-"'-""-" TOTAL DEMAND LOAD 1 9.4 kVA I 39A So-fthU:.^.•Tov.`R 'NYNYCO2239A LOAD DESCRIPTION CONN.LOAD DEMAND DESIGN LOAD 3ear�ri T^.viees TYPE KVA AMPS FACTOR KVA AMPS ---_-------_.�-.-_--____..___.._ _ _ 6.1405.IMAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 SOUTHOLD, NY 11971 R RECEPTACLE 0.4 1.5 NEC 0.4 1.5 M MOTOR 0.0 0.0 NEC 0.0 0.0 H HEATING 0.0 0.0 1.00 0.0 0.0 AC HVAC 0.0 0.0 1.00 0.0 0.0 EQ EQUIPMENT 9.0 37.5 1.00 9.0 37.5 SHEET TITLE E EKISTING D.o 0.0 1 1.25 0.0 0.o 1 ELECTRICAL ONE-LINE, FAULT 'ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 DISH Wirelus L.L.C.TEMPLATE VERSION 34 - 08/11/2021 PROPOSED • EXOTHERMIC CONNECTION •T TINSPECTIONTGRUNSL RODEVE WITH BUSS BAR • MECHANICAL TEST WELL INSULATORS MECHANICAL CONNECTION -- T• . —. — -—. —� I � • � --- f8 AWG STRANDED R INSULATED GROUND BUS BAR � PROPOSED 4702%11/4-TINNED L #2 AWG SOLID COPPER TINNED I COPPER GROUND BUSSBAR O • GROUND ROD d.sh . BUSS BAR INSULATOR >A LLC BOND PROPOSEQUIPMENT PLATFORM TO PROPOSED ED GROUNDING ELECTRODE \ I 5701 SOUTH SANTA FE DRIVE SYSTEM (TMP, 4) i - i \ GROUNDING LEGEND LITTLETON, CO 80120 BOND H-FRAME POST TO ' j' I, - PROPOSED TOWER GROUND RING UNI-STRUT(TYP.) I I ',:!-._. J%;_ !,;- (FEILD VERIFY (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE SUPPORT POSTS TO 2 CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND(e) ----- COMPLIANCE WITH NEC SECTION 250 AND DISH Wirelew LLC L.L.C. GROUNDING AND BONDING ALL ) PROPOSED TOWER \ REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. �" (BY OTHERS) #2 AWG BURIED GROUND3. ALL GROUND CONDUCTORS SHALL BE COPPER: NO ALUMINUM CONDUCTORS SHALL BE USED. r'—. �- ,' / ,i I RING 30-BELOW GRADE--- j ! T j �' \ /AZIMUTH PC. ENGINEE =a',—�,, i '° RING #2 TINNED SOLID IN 1/2' I I °o I GROUNDING KEY NOTES MIN. LIQUID TIGHT CONDUIT I I °o FROM 24- BELOW GRADE 1 TO WITHIN 3'TO 6' OF r- jT.j _ l ' ° .. 90 E. HALSEY ROAD, SUITE 104 I ,�;�� ice: �I:a �'' ''� ° � EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW CAD-WELD TERMINATION •: _ _ OA GRADE, OR 8 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL PARSIPPANY, NJ 07054 POINT. EXPOSED END OF 1 OR FOOTING. THE LIQUID TIGHT CONDUR I I MUST BE SEALED WRNI! I I °'V ° ° TOWER GROUND RING:THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK (TLP) = _ _ AlY ANCHORS. WHERE SEPARATE SYSTEMS HAVE PROVIDED R THE TOWER AND'ME BUILDING,AT LEAST TWO BONDS SHALL BE BETWEEN THE TOWER RINGGROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. OF NEWyO INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE • Il • - __ - 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 #6 AWG STRANDED GREEN - y BOND EQUIPMENT AS INSULATED CONDUCTOR. REQUIRED BY MANUFACTURER �D BOND TD INTERIOR GROUND RING: #2 AWG SOIJD TINNED COPPER WIRE PRIMARY BONDS SMALL BE p 0853 O PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE 9pFFSSIONtY PROPOSED EQUIPMENT GROUND RING TO 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 INSTILLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF y R K McKEl GROUND RING CONDUCTOR NEW YORK LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 ENGINEER-LICENSE NUMBER:095374-1 CELL REFERENCE GROUND BAR, POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT OF FRAMES.ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. T 1S A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND BAR- BOND TD THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, `'-,�l",_, O INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. PRESENT,THE CRGB MUST BE CONNECTED TO THE WATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO#2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE'ENTRIWCE TO THE CELL SITE BUILDING. BOND JRF JWS JKM BULKHEAD (EYP) I TO GROUND RING WITH A#2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND EE O INSPECTION SLEEVE RFDS REV #: 3 AUG v I �'!':?; EXISTING MAST PROPOSED ANTENNA ) O TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR DTTEPoOR GROUND RING. I -- I I FRAME RONDI�L THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ROUND MEMBER I OJ IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS - ADAPTER PROPOSED STEALTH CANISTER I I INTERIOR uNT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METAWC UNITS LOCATED WITH THE AREA O OF THE INTERIOR GROUND RING REQUIRE A#6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS ._- -_.._ __ llllllllJllllllllllllJlllllllllllllll! INTERIOR GROUND RING. 3/6- HEX OR I I REV DATE DESCRIPTION EXISTING MAST FILLSTER BOLT FENCE AND GATE GROUNDING: METAL FENCE'S WTHN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 0 0e-20-21 ISSUED FOR PERMIT I BONDED TO "EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A 02 AWG SOLID 1 11-021 6511FD FOR PTe,B LOCK WASHER O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH BUS BAR LAND FLAT WASHER I I I GATE POST AND ACROSS GATE OPENINGS. 2 t1 90-21 ISLAND FDR POW ' I 3 06-01-22 Cl CgeOAS EXTERIOR UNIT BONDS* METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BULLRING, SHALL BE BONDED 10174" GROUND O TO THE EXTERIOR GROUND RING. USING 02 TINNED SOLID COPPER WIRE 4 0e-10-22 CLIENT oorEmS BUS BAR EXISTING MAST I O BUND RING. \\1\1\111\\\111\11\ \\\1\\1\\ I I DED TO THE GROUND RING WITH #2 AWG BAIL a oe-ot-ri a�T caleons �' ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SWILL BE BON N TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED a ot/o3/23 eLLFnr comas ROUND MEMBER I I 7 Dill aaNT COMMENTS ADAPTER STAINLESS STEEL HOSE CLAMP #2 AWG STRANDED DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER sraNLE55 sTm I I COPPER GREEN OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS. BATTERY REPLACEMENTS AND NYNYCO2239A HOSE CLAMP 6'td-GROUND BUS BAR INSULATED (TLP) O INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS T SHALL BE REQUIRED TWAT SERVICE (TOTAL OF 1) I O CONTRACTORS NDNTUUCT R�F'ROPoM THE DDC SYSTEM COMFY ALL DC POWER SYSTEMS AAMONRE EDRETURRNN BUSS DIRE CONNECTED WITH A MASTER TORTHERCELLL SITE DISH WIRELESS PROJECT INFORMATION REFERENCE GROUND BAR NYNYCO2239A OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 REFER TO DISH Wtrelea LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING ELEVATION SHEET TIRE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL T—NO sauE 2 GROUNDING KEY NOTES 71 NO SCALE 3 DISH Wlnleee L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY • PROPOSED GPS UNIT CABLE GROUNDING�L4I REQUIRED WHEN ANTENNA IS LESS THAN 10' FROM CABINET ----------------------- PROPOSED GPS UNIT — .sh ` ` I - LLC ---------- 1 0 - o ------ PROPOSED PIPE COLUMN i PROPOSED POST F- --------- --- #2 AWG GROUND i 5701 SOUTH SANTA FE DRIVE CONDUCTOR TO GROUND e PROPOSED GPS UNIT LffTLETON, CO 80120 j o MOUNT OR APPROVED i PROPOSED PIPE CLAMPS 11 PROPOSED DISH EQUIVALENT Wkdan LLC �\ LLC. POWER I Q O PROTECTIVE 1 1 CABINET I RESERVED SPACE FIBER NID, IF REQUIRED I Go -4- AZIMUTH G 1/2•COAX CABLE 8' � P MINIMUM BENDING RADIUS \ ENGINEERING P.C. It IPER SPECIFICATIONS LEMA UFACTURER'S ---- `� --- TO GROUND -4 (�----------� 90 E. HALSEY ROAD, SUITE 104 III PROPOSED i PARSIPPANY, NJ 07054 No SLUE I 1 Vi DISSHL Wimi•Cn I TYPICAL GPS UNIT GROUNDING NO sraLE 2 I/1 SAFETY SWITCH. / I f INSTALL IF 11 /III I REQUIRED BY LOCAL UTILITY ,1g OF NER. COMPANY i I I yqP Y K M ., ;7 III FIBER IBRENNCLOSURE boy I r ` I , ,• PROPOSED #2 AWG TIE / i i j • INTO GROUND RING (7YP) I 1 r1 I '6RE�1�K McKEON i I I I I I PROPOSED PLATFORM NEW YORK LICENSED PROFESSIONAL #2 TINNED SOLID IN 1/2' MIN. LIQUIDa ENGINEER-LICENSE NUMBER:095374-1 O TIGHT CONDUIT FROM 24' BELOW GRADE /� ' BUSS O O a 60 ``�` TO WITHIN 3•TO 8. OF CAD-WELD / BAR O O O O O Y 1 TERMINATION POINT. EXPOSED END OF / 1 R IS A VIOLATION OF LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE I BOND EQUIPMENT �\ I I �I j \ UNLFSOF A LTHEY ICENSED PRO�IONAAL ER TMENGIN�ON SEALED WITH SILICONE CAULK. (TYP) 1 I GROUND BAR TO / L--I I 1 TO ALTER THIS DOCUMENT. 1 I GROUNDINGELEC , L-J 1 1 II SYSTEM (T i I PROPOSED GROUND RING DRAWN BY: CHECKED BY:APPROVED BY 1 1 �) 1 1 I I I 00 / 1 I; 00 JRF JWS JKM BASE CONNECTION PROPOSED RFDS REV #: 3 GROUND RING # CONSTRUCTION DOCUMENTS H-FRAME GROUNDING DETAIL No SCALE OUTDOOR CABINET GROUNDING 7NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12•DIA x 24• DEEP o 09-2D-21 SSUED FOR PMffF INSPECTION SLEEVE PVC /2 TINNED SOLID IN 1/2• MIN. LIQUID OR SOIL PIPE WITH CAP t tt-ae-zt SSUm FOR PERNF TIGHT CONDUIT FROM 24'BELOW GRADE OR EQUIVALENT 2 1t-O-21 MSUED FOR POW TD WITHIN 3'TO 8'OF CAD-WELD A 0 PIPE 1•-0• TERMINATION POINT. EXPOSED END OF �� it D 0"4-22 CLIENT COMktN S THE LIQUID TIGHT CONDUIT MUSE BE i -4.-,-057-10-22 cuxr oorons SEALED WITH SILICONE CAULK. / FINISHED GRADE Q Jr- :3 INCLUDE;WARlIING,TAP,E=WRF1 i" i �- o; o o.0 0 00 0 0;o o.o °o°o o BACKFILL';TrER SPECIFICATIONS (i = a Oe-ot-z2 cLrort ca•ons GRADE _0 a, -xi o_..o: �q..o.'o ;1-- ::w - ±' ._a ?oi/w/a2 CMR COLORS I I i � � ,�\//\//�/\\/�\/�\/ /�\jam\j�\\\/�\//• - / / / / ss' \ / / / / \� ; :.y c4 k, d'��'i�A&E PROJECT NUMBER AUG rNYNYCO2239A EXOTHERMIC CONNECTION p=er v + -c i DISH WIRELESS PROJECT INFORMATION 3/4'CRUSHED STONE OR ro=� `I i\ / /�//\\\ WEDITUHI�N FILL oTEST FTOP o� - -- - _ 01 NYNYCO2239A �/ GROUNDING LOOP CONDUCTOR =' 6140 MAIN ROAD, ROUTE 25 SSOUDGROUNBARE-TINNED 'T -- ;SOUTHOLD, NY 11971 CADWEL (TYP) 1 I I GROUND RING ' COPPER CONDUCTOR w I I COPCODRTITLE TIE INO EXISTING PERCONNUCTOGROUNDING DETAILS GROUND RING u EXTERIOR GROUND RING GROUND ROD, 1/2' MIN. x 8'-0' LONG COPPER CLAD STEEL SHEET NUMBER (ERICO /825880) - 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 Wirelaaa L.L.C.TEMPLATE VERSION 34 - 08/11/2021 1. EXOTHERMIC WELD (2)TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC v NOTE MINIMUM OF 3 THREADS *S/S OLT(It?) WELD. TO BE VISIBLE(TVP) PLIT WASHER (TYP) 2. ALL EXTERIOR GROUNDING MIARDWAI2E SHALL BE STAINLESS STEEL 3/8' DIAMETER OR LARGER. 12'MIN d.*.sh ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH 1Z AN MRI-OXIDANT COMPOUND BEFORE MATING. HYBRID CABLE LAT WASHER (TYP) V LLC 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. a`. LUG (TVP) L117LEfON, CO 80120 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON IAT WASHER (TYP) THE BACK SIDE WEATHERPROOFING KIT TIN COATED SOLID (SEE NOTE 3) COPPER BUS BARUT(TYP) 6. ALL GROUNDING PARIS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CABLE GROUNDING KR CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. AWG _ CONDUCTORR WITH TDED COPPER WN ER B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARREL (NO SHINERS). INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 de 2) /AZIMUTH ENGINEERING P.C. 90 E. HALSEY ROAD, SURE 104 TYPICAL GROUNDING NOTES No SCALE CONNECTION OF HYBRID CABLE GROUNDING KIT No SauE 2 LUG DETAIL NO SCALE 3 PARSIPPANY, NJ 07054 TO HYBRID TRUNK MONOPOLE EXTERNA. INSPECTION WINDOW IN CLEAR HFAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO �Ptg OF NEIyAO ICE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE y v K b�y�gf ALL INTERIOR TWO-HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL 2 CONNECTORS • 3/8' DIA x1 1/2' 3/8' DIA x1 1/2' (6 STRANDED CU IGREEN, 60OV,TTHWN WIRE WIiH BAR LOCATEDPROPOSED PAERM�GROUND `op INSULATION (OR AS PROVIDED Io i i i i (BONDED TO TOWER STEEL) S/S NUT S/S NUT AOFEssroN1� WITH GROUND MOT) (TYP) S/S MACK S/S LOCK WASHER --- ------- WASHER "ER�M K McKEON --- ------- PROPOSED HYBRID TO I / � / NEW YORK LICENSED PROFESSIONAL S/S J ------- W ET J ------- ENGINEER-OCENSENUMBER:095374.1 ANTENNA (TVP) _-- _-- TINNED COPPER TINNED COPPER GROUR 8118 GROUNDING BARIS A VIOLATION OF LAW FOR ANY PERSON, NDING --- ------- --- ------- UNLESS THEY ARE ACTING UNDER THE DIRECTION S/S FLAT S/S FLAT OF A LICENSED PROFESSIONAL ENGINEER, WASHER � WASHER ������ TO ALTER THIS DOCUMENT.EXISTING MONOPOLE --- ------- --- ------- DRAWN BY: CHECKED BY:APPROVED BY: S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) JRF JWS JKM 1/16' MINIMUM SPACING 1/16' MINIMUM SPACING RFDS REV #: 3 /6 AWG 2 HOLE LUG (TVP) CONSTRUCTION HYBRID (TVP FOR) DOCUMENTS TRAY ORECEPVIA BRIDGE TYPICAL INTERIOR TWO HOLE LUG No scuE 5 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION EXISTING GROUND WIRE 0 Oe-0D-21 ISSM FOR PEMU 1 11-07-21 BSUED FOR PEIMU EXISTING TOWER PIER/ 2 11-0-21 �11FD FOR ppBR FOOTING 3 04-01-22 CIDR COMMS GRADE 4 05-10-22 CUDIT COIYFMS ' 5 00-01-22 CLlE71f COMMS INSPECTION a 1 01/03/23 cDIAOI S _7. 0e/17/23 a�Mr commm EXIST IND RING Ii �1aV Ea-. G ^j'._�, �! t�,Jr '-- p A&E PROJECT NUMBER GROU —— —— —— —— —— f ; alI :— �r s . � NYNYCO2239A 4'JC l € i; i OISHNWIRELESS PROJECT INFORMATION Jam ; NYNYCO2239A p AN !6140 MAIN ROAD, ROUTE 25 y4 — [SOUTHOLD, NY 11971 NOTES:• Scrhvi T,:r SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS. ALL MECHANICAL GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/T1A 222 AND NFPA 780. SHEEP NUMBER G-3 TYPICAL ANTENNA CABLE GROUNDING No SCALE 4 NOT USED No SCALE $ NOT USED No SCALE Q DISH Wireleee L.L.C. TEMPLATE VERSION 34 - 08/11/2021 LOW BANDS (N71+N26) AWS • OPTIONAL — (N29) (N66+N70+H—BLOCK) r HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING v ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH s h LOW—BAND RRH PORT 1 ORT72 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT ♦ 4EN PORT 2 PORT 3 PORT 4 (600 MHz N71 BASEBAND) + + SLANTSANT + SLANT — SLAM + SUNT — SLANT + SLANT — SLANT — SLANT + SLANT — SLANT �S(850 MHz N26 BAND) + �Sn LLC (700 MHz N29 BAND) — OPTIONAL PER MARKET ADD FREQUENCY COLOR TO SECTOR BAND RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH LITTLETON, CO 80120 ORANGE ORANGE RED I ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHffE R ORANGE R ORANGE ORANGE _ pOR ORANGE ORANGE — PO — PO ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID—BAND RRH RED BLUE GREEN AZIMUTH 7'^ /�t ' (AWS BANDS N66+N70) RED OLE RED RED BLUE BLUEBLUE i��i GREENGREEN10E , `L 'v 1uADD FREQUENCY COLOR TO SECTOR BAND(CBRS WILL USE YELLOW BANDS) PURPLE PRED RED PURPLE PURPLE BLUE PURPLE PURPLE GREEN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 PSR PURPIF PURPLE _ R PURPLE PURPLE _ -pOR PURPLE COLOR IDENTIFIER 2 tE OF NEII WMI01/10111SCREET CAKES EXAMPLE EXAMPLE 2 EXAMPLE 3 CANISTER pj•S Y K 4 COAX/1 COAX /2 e INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (AUPw`) * r ALONG WITH FREQUENCY BANDS. G EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS RED RED RED RED `��� os531� ALL SECTORS, BOTH LOW—BANDS AND �OFESSIONNV� MID—BANDS. BLUE BLUE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN CBRS ONLY, ALL SECTORS ,'ER614 McKEON EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW NEW YORK LICENSED PROFESSIONAL MOUNTED RRHs. ENGINEER-LICENSE NUMBER:0953741 RPLE R IS A VIOLATION OF LAW FOR ANY PERSON, OBER JUMPERS TO RRNs LOW BAND RRH MID BANC RRH LOW BAND RRH MID BAND RRH LOW BANC RRH MID BANC RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. LOW—BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY: PPROVED BY• ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE JRF JWS JKM RFDS REV # 3 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW—BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY RED BLUE BLUE GREEN GREEN DOCUMENTS PURPLE ORANGE ORANGE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTE119% 1 ANTENNA ANTENNA i ANTENNA 1 ANTENNA 1 ANTENNA 1 0 00-70-21 ISSUED FOR PERMIT MD WO LOW BANC MID BAND LOW BAND MID BAND LOW BAND 1 11-06-21 ISSUED FOR PERMIT RET CONTROL IS HANDLED BY THE MID—BAND N IN IN IN IN IN 2 111—M-211 ISSUED FOR PERMIT RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 3 01-04--22 CLENT COMMEW15 SEPARATE RET CABLES ARE USED WHEN E i BLUE BLUE CREEK GREEN 4 05-10-22 CLIENT COMMENTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH 5 OB-01-22 GD1T COMI"TS LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE 0 O1/06/T3 GDIf 0016lM6 7 06/17/23 GDR OGUD11S 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 LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY DISH WIRELESS PROJECT INFORMATION WITH THE AZIMUTH COLOR OVERLAPPING IN THE NYNYCO2239A MIDDLE. wH1TE WHITE wH E WHITE WHUTE WHrE 61405 MAIN ROAD, ROUTE 25 ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. RED RED BLUE BLUE GREEN GREEN MICROWAVE CABLES WILL REQUIRE P—TOUCH WHITE WHITE WHITE WHITE WHITE WHITE SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G-3 RF CABLE COLOR CODES NOT USED 4 DISH WlnNss L.L.C. 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 ADDL ADDITIONAL LF LINEAR FET r e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM OT AGL ABOVE GROUND LEVEL MAX MAXIMUM d.sh EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT w „LLC GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATEMFR MANUFACTURER GROUND ROD I�� ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE ERNE TEST GROUND ROD WITH INSPECTION SLEEVE IIT APPROX APPROXIMATE MIN MINIMUM LiTTLETON, CO 80120 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MR METAL 11 AWG AMERICAN WIRE CADGE MIS MANUAL TRANSFER SWITCH � DUPLEX RECEPTACLE (f h BATT BATTERY MW MICROWAVE BLOG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2)TWO LAMPS 48-78 F I BM BEAM + NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE AZIMUTH SMOKE DETECTION (DC) SO BOF BOTTOM OF FOOTING OC ON-CENTER ENGINEERING P.C. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT G"nLEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 SIG CHARGING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL LITHONIA ALX! O CLG CEILING PCS PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K-SR4-120-PE-DDBTXD CUR CLEAR COL COLUMN PRC PRIMARY CONTROL UNIT CHAIN LINK FENCE x x x x PRC PRIMARY RADIO CABINET COMM COMMON pp POLARIZING PRESERVING OF NEW WOOD/WROUGHi IRON FENCE CONIC CONCRETE �Wt6 f PSF POUNDS PER SQUARE FOOT 5_4V,v K Mf o WALL STRUCTURE CONSTR CONSTRUCTION v7 PSI _ POUNDS PER SQUARE INCH � y LEASE AREA ——————— —— ———— DBL DOUBLE PT PRESSURE TREATED DC DIRECT CURRENT PWR POWER CABINET C 7 PROPERTY LINE(PL) - - - - - - DEPT DEPARTMENT QTY QUANTTiY �Fa NO oesaTn�°� S - ------__ _-------- OF DOUGLAS FIR RAID RADIUS �G�ssIOKP� i ICE BRIDGE DIA DIAMETER RECT RECTIFIER G /� DIAD DIAGONAL —f REF REFERENCECABLE TRAY DIM DIMENSION M/ v WATER UNE — wIN _ WW W, WW — RE]NF REINFORCEMENT ER RK K McKEON DWG DRAWING NNEW YORK LICENSED PROFESSIONAL D!L DOWEL REWD REQUIRED ENGINEER-LICENSE NUMBER:0953741 UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGT—UGT—UGIT RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON.T—UGi—UGi— EC ELECTRICAL CONDUCTOR RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER olp oll qP-GNP- EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO OOlaf OHr OFIf RRU REMOTE RADIO UNIT M UNDERGROUND TECO/POWER —UGT/P —UGT/P —UGT/P —UGT/P — ENG ��ER METALLIC TUBING RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP — EQUAL SCT SCHEDULE JRF JWS JKM EQ SFR SHEETEXP EXPANSION ABOVE GROUND TELCO —ACT —ACT —AGT —ACT —AGT — SIAD SMART INTEGRATED ACCESS DEVICE REDS REV : 3 EXT EXTERIOR SIMILAR ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — EW EACH WAY S SIM m SPECIFICATION CONSTRUCTION WORKPOINf Wy P FAB FABRICATION FF FINISH FLOOR 50 SQUARE DOCUMENTS SECTION REFERENCE FG FINISH GRADE SS STAINLESS Ste' X-X FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FLOOR tD) STL STEELREVDATE DESCRIPTION FLIT FLOOR FIN TEMP TEMPORARY O 09-2D-21 IssRIEPERMIT FOR f DETAIL REFERENCE FON FOUNDATION TMK THICKNESS 1 11-05--21 ISSM FOR_ FOC FACE OF CONCRETE TMA TOMER MOUNTED AMPLIFIER 2 tt-30-21 ISSUED FOR PENU FOM FACE OF MASONRY TN TOE NAIL TOA TOP OF ANTENNA s 0"4-= cLnrt aroRrs FOS FACE OF STUD TOC TOP OF CURB 4 05-10-2 a>ar 00MMOI S FOW FACE OF WALL S oe-ot-22 CLOD ODUM rs TOF TOP OF FOUNDATION FS FINISH SURFACE t"-'_"""-..== _��-~_ e �=ai/w/2s Lxmrt c0uon5 FT FOOT TOP TOP OF PLATE (PARAPET) I if z� Ia Ij�n E "Ir FTG FOOTING TOS TOP OF STEEL -_- _ 06jt7/Es PROJECT coL�MB FZ ` I ? 'A}&E PROJECT NUMBER TOW TOP OF WALL _ D NYNYCO2239A GA GAUGE ;i S a GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION It r GMGROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL it AUG ,� �'V'f DISH 1NI'R�LESS PROJECT INFORMATION GLB GLUE LAMINATED BEAM UG UNDERGROUND ( NYNYCO2239A GLV GALVANIZED UL UNDERWRITERS LABORATORY ( 61.-405 AIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTA OTHERWISE d r-T�^ ti GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM rk3Ui1�,� bU t S�UTHOLD, NY 11971 GSM GLOBAL SYSiEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD —HDR HEADER HEADER W WIDE SHEET TITLE HCR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDTIiONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING W r WEIGHT GN-1 LEGEND_ ABBREVIATIONS DISH Winlow L.L.C. TEMPLATE VERSION 34 - 08/11/2021 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 NOTES: • (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: v LLC L.L.C. 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: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION d.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. Wk*hM,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 80120 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 LLC. 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 CUMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. ^� 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS 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 UFE 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 w TVIw��� PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. A 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 R.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 so 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 LLC. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST ACTIVITIES ON DISH Wireless LLC L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TW-1019-A-2012 'STANDARD IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT R 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 °KMwro 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 R IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY / SUCH CHANGE OF INSTALLATION. POSSIBLE. 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 �FO~�.0953�� 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 ACCOMPUSHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY °�0 ESSIDxN��`'G 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. j 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, jER� K McKEON B. 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 OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER-LICENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE ORDINANCES AND APPUCABLE 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. OF CONSTRUCTION. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, 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, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE To ALTER THIS DOCUMENT. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 9• THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 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 JRF JWS 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 #: a 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 SATISFACTION OF 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 00-20-21 ISSIAD MR PEW 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 11-05-21 ISSU®FOR PMU 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 SSUED FOR PMU UTILITIES. s 04-04-22 CLIDU COro6S 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY s oa-lo-zz cert a�o+Ls 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 5 05-0-22 1 aIENr carona 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. e 01/03/23 CLAM COWAM7 05/17/23 OMIT OOronS 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE PROJECT NUMBER APPLICATION. f Ir •NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISiWIRELESS 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. +i; 1 i ,NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF fM 6105;/ AIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL I i AUG 202I SOITHOLD, 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. _�,--•.1�� _ n, SC n 0,6;t7 : SHEET TITLE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS >___ ______�- Bc2,r��tr steel __.__GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. GN-2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wtrnlm L.L.C.TEMPLATE VERSION 34- 06/11/2021 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 SHEEP • 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 ASSUME TO BE 1000 EXTERIOR LOCATIONS. w psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR %v 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTE 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 -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 DISH Wireless LLC L.L.C.AND/OR MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. / 5701 SOUTH SANTA FE DRIVE 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITrLETON, co Bot2o 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. ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE etP��O KNASIV.,p 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. c 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. �oA 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF / gOEFSS101% THE NATIONAL ELECTRICAL CODE. G�i 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT �L CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE LjEREMY 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 GOVERNING JURISDICTION. ENGINEER-UCENSED NUMBER:0953741 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, ORIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 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). JRF I JWS I JKM 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. RFDS 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, THW, 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 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DOCUMENTS 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, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. D 0e-20-21 ISSM FOR PEW 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 1 11-05-21 ISSUM FOR FERIer 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 ISSUED FDR PUoer 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND a 0"4-22 ma oouons NEC. 4 05-10-= mfr raeoeS 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR a ue-o1-22 a"cmmom EXPOSED INDOOR LOCATIONS. a 011 /: ma comms 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. Y`.._-- -- - ,- Y - 1=1-05/17/23 1 mR caters I ; 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE Il ;`. ;'' ' ' jA&E PROJECT NUMBER � GRADE PVC CONDUIT. !i :,•-==--"- Tt -.__--_ �? .�I 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION t] _ g ;,, L„ NYNYCO22METALLIC i' L �671H11'WIRELESS PROJECT INFORMATION OCCURS OR FLEXIBILITY IS NEEDED. �!; L�,F 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET L ' , 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 a NEC. SOUTHOLD, NY 11971 I 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). Scar ^ ' st s I 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). - -" " " - 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 ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SHEET NUMBER MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR FROM ENTERING.ECON CONDUITS SDS OF NDUITS HALL BESHALL DLY CLAMPED TO BOXES BYBE TEMPORARILY CAPPED �GALVANIZED MAUSH TO LLEABLE IRON BTO US NG ONNT INSIDE ANDGALVANIZED OR DIRT GN-3 DISH Wlrelese LLC.TEMPLATE VERSION 34 - 06/11/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL d.*.sh 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 1M/ GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 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. UVB,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. 5701 SOUTH SANTA FE DRIVE 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS LITTLETON, CO 80120 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS 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. �i►� 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. 6. 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. E N r.I N La E R I N G P.C. 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. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL SE OF NEIy 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND y«4yYKM Yoq_ RING, IN ACCORDANCE WITH THE NEC. - Oti 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND * • CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR F�`�O�ESSOHA�``'� SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC 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. " K MCICEON 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 OFF A ucETNSED PROFESSIONAL TONAL ER THE INDIRECTION SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO TO 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. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 IISSM FOR PMff 1 11-06-21 W=FOR PEIM 2 11 70-21 W=FDR PE]OR 3 04-04,--22 pDR COHEIRS 4 06-10-22 CLIENT COM EIRE O 0601-22 CIENR COMMENTS O 01/03/23 CIEIT COMMENTS am COIMEMS IL e'4 JA&E PROJECT NUMBER LZ rf.. I g� � NYNYCO2239A NlIRELESS PROJECT INFORMATION g 114 a -_�,p �` •:,% NYNYCO2239A } UG6140 MAIN ROAD, ROUTE 25 i SOUTHOLD, NY 11971 ! I SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wlnlow LLC.TBIPLATE VERSION 34 — 06/11/2021 Appendix E Photograph Location Map and Photograph Log Appendix , AUG 3 1 2023 Of Board of Trustees jaw Fm wrH.oa cv3-UT 200 1D m ME sUP/11-14E IME Iq IE sm "j 0WILS POT WW" 0 30 60 90 14 SCALE 1"=30' -uTV.TES SHOWN ARE PER FIELD OBSERVATIONS,PARIK ' . ^ SURVEY OF PROPERTY 61405 MAIN ROAD SITUATE AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK SCALE ?"�JO' OCTOBER 23, 2018 tg Rl EYING P.C. R:11261 D!126 1 0-kWN-Rz50ETHOI D�DWG F50.4.DIST.1000 SEC.56 ELK.3 LOT 15 ` ---- Glenn Goldsmith,President ��Sv �k Town Hall Annex COGy A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski y .� P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples ��l �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: VHB Engineering, Surveying, Landscape Architecture & Geology, P.C.' on behalf of BUDDS POND MARINA, INC. requests a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples • 1' 1 ti • a r - 4 16 47 _ PHOTOGRAPH LOCATION MAP Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, Photograph Location and Direction N Suffolk County, New York Aerial Imagery Source: Nearmap, March 19, 2023 Ivhb M / .ypAr' t. � 'Y•J tl,N j N Y v -fi 4 e C '1"���� 1���c w r,�,t-S,ufy.i.1 ���'' _c } �s`. ! ,�a� ��yv. e �µ ti�•� ,�,. wCi���``� pF`.'" `'k�/,Y `y } �r �� "� .1 �'� /' "��e'� '�.'T �. w�i 7•l� , r F1 m � 11 Photograph No. 3:View of the LIRR tracks,the proposed public utility wireless communication facility site, and the site building from the boundary of Wetland W1,facing south-southeast(March 29, 2023). T. '7j Photograph No.4:View of the LIRR tracks and Wetland W1 from the proposed public utility wireless communication facility site,facing north-northwest(March 29, 2023). f.i...'`< rn. ,` � t • � i �i.,,Ia�tp ��ii �i f 'R§-y. i ' .,r `i J•r �R1'Y„! � �t r � ,-l;�ix,.j- ��,• 7•• " �_ 1 t s �.�rs �!� �� r�.,+o`.�o-� y� -•' t. a �-y w - (^ �, va ji 41 r�sr ^ '�3� -Fe 5i, �,�� *yin• sir _ - y. i�.� ��yy Via. �1r _,f sr.• � �Y .ice _ r t �r'� D -•� > '� #�_ �,'{ '/- � /. • •• •• • • • • • • 1 A L 'i lit , I 'fr�i�lp; '•r � '•'moi.. / /° / i'.. •fT� at.p,�J '�1' r, i, -�C �/�l'7L 11,, *400-0 ; vh b. Appendix New York State Historic Preservation Office Correspondence Megan Ricks Gomez From: towemotif yinfo@a fcc.gov Sent: Thursday, November 16, 2017 10:45 AM To: Megan Ricks Gomez Subject: Section 106 Notification of SHPO/THPO Concurrence- Email ID#2600969 This is to notify you that the Lead SHPO/THPO has concurred with the following filing: Date of Action: 11/16/2017 Direct Effect: No Historic Properties in Area of Potential Effects (APE) Visual Effect: No Adverse Effect on Historic Properties in APE Comment Text: The NYSHPO concurs with the recommended effect finding. Reviewed by Christina Vagvolgyi,NYSHPO. File Number: 0007963465 TCNS Number: 162082 Purpose: New Tower Submission Packet Notification Date: 7AM EST 10/19/2017 Applicant: Elite Towers, LP Consultant: EnviroBusiness Inc. d/b/a EBI Consulting (EBI#6117004802) Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: No Site Name: Albertson Marine Site Address: 61405 Main Road Detailed Description of Project: 6117004802 Proposed construction of a new telecommunications monopole and compound resulting in ground disturbance Site Coordinates: 41-4-33.0 N, 72-24-22.2 W City: Southold County: SUFFOLK State:NY Lead SHPO/THPO: New York State Historic Preservation Office NOTICE OF FRAUDULENT USE OF SYSTEM, ABUSE OF PASSWORD AND RELATED MISUSE Use of the Section 106 system is intended to facilitate consultation under Section 106 of the National Historic Preservation Act and may contain information that is confidential, privileged or otherwise protected from disclosure under applicable laws. Any person having access to Section 106 information shall use it only for its intended purpose. Appropriate action will be taken with respect to any misuse of the system. I Figure 1: Site Location Map Vhb. Albertson Marine Wireless Communications Facility 61405 Main Road,Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00-Block 03.00-Lot 015.000 46 -*:� �' 7•���`' � ���`� � CPoreimpose Wireless. , mmunicationsFacility , �yMa\�Road p/� O\d ZAN . N& X, �� r � • lot Subject Property r Suffolk County �• 0 100 200 300 Feet 0 Subject Property* *Subject Property boundaries are approximate. Source.Suffolk County GIS;Suffolk County Real Property Tax Service Agency,(2016);NearMop Imagery(October 2022) Figure 2: Tax Map �vhb. Albertson Marine Wireless Communications Facility 61405 Main Road, Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00—Block 03.00— Lot 015.000 TOWN OF �,' ,,c' ►��'`$ \ i SOUTHOLD (COUNTY OF SUFFOLK DEVELOPMENTRIGHTSJ \•` j ,/ rr\ sa�'c �CA�� ~ ,_..a f ,elf x'�P�\ \x•11,1 ',r� f�`\� $, J // \\l10``\ ,�•L�j•1\ i -- - -11.5 �-- -_ '-; �� �/ \ �►�\���'����,�" .�,��'�. �`, \ 11.11 8 \0 ''e ,/9 , P`\8 ip X 6,3A ON ►�j�b 1 (COUNTY OF SUFFOLK 1 / \ � q \.� DEVELOPMENTRIGHTSJ I ` `Q\\"' A `f f \ 1AA(c) \ \ \ \\ �\ •�\(� >: x', 11.6''' '2,, ,1 s � �\ ,\ - t35 s 2.2 ,- �/- -- ,o-`` �, P`Gl `r�""1;1 1.7A(c) \`m yrs) rei � ✓ `�� ,5 � � 0 11.2 r •7A�'eg6y ,' 1.2 2.3A(c) �" . .N t 12.1 COUNTY '' _ 20.9A(c) OF SUFFOL "/ 0 TOWN OF SOUTHOLD. `0\ fr !�� m 3 COUNTY lb /r. ,, OF b ,gl� !�^� + SUFFMXR/ Budd's Pond �r +F.D 28 �- (UNMWATERLW) 00 . 7 �' �/ � I�el � 16�-� ��,1o�oFs�H ; _ 'gy�.•` - � \22w p4),�o ��121 (w� 3r �' y � :• � _ ,N` ,8''0�. ®^• x � ") �r —iee-r �• ✓gra '�+ �e o • 0 100 200 300 Feet .'0�6 ` .2t�. 15 �t ✓ `✓' — ` 0 Subject Property* *Subject Property boundaries are approximate. Source:Suffolk County Tax Map(Town of Southold District 7000 Section 056);Suffolk County Real Property Tax Service Agency(2076) Figure 3: USGS Topographic Map Albertson Marine Wireless Communications Facility 61405 Main Road, Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00—Lot 015.000 u, 12:ft $x • _. ray, wr 8 ft -04 oto Y 1k?' r � Aw Lh 6 r 6 h� / i 0 150 Feet BuddsP.ond Road Q Subject Property* 2-Foot Contours *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2016);USGS Long Island UDAR Collection(2014);NeorMop Imagery(October 2022) Figure 4: Wetland Delineation Map V�l Albertson Marine Wireless Communications Facility 61405 Main Road, Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00- Block 03.00-Lot 015.000 r _ r e ` Wetland W2 r.o NV i Wetland W3 �� • • w �+ Tidal Wetlands (not delineated) N - 0 50 100 150 Fee QSubject Property* Delineated Freshwater Wetlands Wetland Continues *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2016), NearMop Imagery(October 2022), VHB Wetland Delineation(March 22,2023) - ce ago BEE sEc xo B53 ser sec.NO oss ae-xBB dt 2171192 �C�. 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 16, 2023 Re: LWRP Coastal Consistency Review for BUDDS POND MARINA, INC SCTM# 1000-56-3-15 VHB Engineering, Surveying, Landscape Architecture & Geology, P.C. on behalf of BUDDS POND MARINA, INC. requests a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a t3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. 1. No physical direct or indirect adverse impacts on wetland systems will occur as a result of this action. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney �,%Uf FD4 John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 " Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., October 11, 2023, the following recommendation was made: Moved by John Chandler, seconded by Inga Van Eysden, it was RESOLVED to SUPPORT the application of BUDDS POND MARINA, INC. for the installation of a public utility wireless communication facility at portions of the .95 acre commercial property. The purpose of the project is to provide wireless communications coverage within the general surrounding area of the subject property and to improve the emergency response capabilities of the Southold Fire Dept. Located: 61405 Main Rd., Southold. SCTM#56-3-15 Inspected by: John Chandler, Inga Van Eysden Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President t� so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President v. P.O.Box 1179 Eric,5epenoski Southold,New York 11971 Liz Gillooly W Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 k, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E C E L?17 E-r-- 11 p -Wetland Permit Application IN" Administrative Permit fJ Liri AUG 3 1 2023 Jj Amendment/Transfer/Extension X/ Received Application: V -ReceivedFee: $ 1960. SotitholdTimm =Completed Application: ( Z?j Board of Trusees Incomplete:. SEQRA Classification: Type I__ Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: oordination:(date sent): TLW"ConsistencyA 3sment Form Sent: CAC Referral Sent:I : aZ d1 Date of Inspection: I01( 3 Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): Budds Pond Marina, Inc. Mailing Address: .61405 Main Road, Southold, New York 11971 Phone Number: (631)765--3232 Suffolk County Tax Map Number: 1000 - District 1000- Section 56- Block 3- Lot 15 Property Location: North side of Main Road, 0.16 mile west of Old Main Road (see attached maps). (If necessary,provide LILCO Pole 4, distance to cross streets, and location) AGENT(If applicable): David Kennedy, VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. Mailing Address: 100 Motor Parkway, Suite 350 Hauppauge, New York 11788 Phone Number: (631) 787-3400 Email: dkennedy@vhb.com Board of Trustees Application GENERAL DATA Land Area(in square feet): Parcel: 41,346± square-feet; Project Project Area: 3,500± square-feet Area Zoning: Marine II (M H) Previous use of property: Boat storage and maintenance Intended use of property: Boat storage and maintenance; public utility wireless communications facility Covenants and Restrictions on property? Yes ✓ _No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? .VYes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _Yes =No If"Yes", please provide copy of decision. Wrlhis project re any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes J:]_No Prior permits/approvals for site improvements: Agency Date Town Building Department-Building Permit No.53122 May 19,1972 Town Building Department-Certificate of Occupancy No.Z4849 October 11, 1972 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-z-No ❑ Yes If yes,provide explanation:. Project Description (use attachments if necessary): See attached. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The purpose of the Proposed Project is to provide wireless communications coverage within the general surrounding area of the area of the Subject Property, where existing service is deficient. A further purpose is to improve the emergency response capabilities of the Southold Fire Department. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: 121 feet Closest distance between nearest proposed structure and upland edge of wetlands: 50* feet *Indicates distance from the northern edge of the proposed equipment com ound to Wetland W1. Does the project involve excavation or filling? No ✓ Yes If yes, how much material will be excavated? TBD cubic yards How much material will be filled?. TBD cubic yards Depth of which material will be removed or deposited: .TBD feet Existing grades within the project area range from 3.5 to 4.5 feet Proposed slope throughout the area of operations: above mean sea level. No changes to existing grades are proposed. Manner in which material will be removed or deposited: Excavation/fill quantities and depth of excavation to be determined based on final concealment tower foundation design. Excavation and placement of fill (if necessary)will be accomplished through the use of mechanical equipment. Any excavated materials will be handled and disposed of in accordance with all applicable regulatory standards. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The Proposed Project would occur at a developed property that does not contain wetlands or vegetated habitats. The proposed public utility wireless communication facility would be installed within an unvegetated and gravel-surfaced upland area that is currently used for boat storage. No clearing,filling,or other disturbance to wetlands is proposed (see attached project description for additional details). O6f6 �4"vllb Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00-Block 03.00-Lot 015.000 Project Description Elite Towers,LP (hereinafter,the"Applicant") is proposing installation of a public utility wireless communication facility(the"Proposed Project") at portions of the 0.95±-acre commercial property located at 61405 Main Road (NYS Route 25),in the Town of Southold, Suffolk County, New York(the"Subject Property,"see Appendix B, Figures 1 through 3).The Subject Property,which is identified as District 1000 -Section 056.00-Block 03.00-Lot 015.000 on the Suffolk County Land and Tax Maps, is part of the larger Albertson Marine facility that also occupies several adjoining and non-adjoining tax parcels to the north and south of Main Road (property survey included as Appendix Q. The Applicant is proposing installation of a 150-foot above grade level (AGL)concealment pole (with antennas mounted within and upon)and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers within a fenced equipment compound to be constructed at the rear of an existing boat storage building located at the central portions of the Subject Property(see site plans in Appendix D).The Proposed Project also includes connections to existing utilities and landscaping to be installed around the perimeter of the proposed equipment compound.The purpose of the Proposed Project is to provide wireless communications coverage within the general surrounding area of the Subject Property,where existing service is deficient. A further purpose is to improve the emergency response capabilities of the Southold Fire Department. There are no wetlands located at or adjacent to the Subject Property. Freshwater wetlands located to the north, east,and south of the Subject Property were delineated by VHB on March 29, 2023 (see Appendix B, Figure 4). Based on the wetland delineation,the limits of the Proposed Project are 50 feet from the boundary of a Town-regulated freshwater wetland located to the north of the LIRR tracks ("Wetland W1") and 95 feet from the boundary of a Town-regulated freshwater wetland located to the south of Main Road ("Wetland W3"). Inclusive of the proposed concealment tower,fenced equipment compound, landscaping,and utility routing,the Proposed Project would occupy a 3,500± square-foot(SF) (0.08± acre) portion of an unvegetated, gravel-surfaced, upland area that is currently used for outdoor boat storage. Project-related disturbance would occur not closer than 50 feet of Wetland W1 and 95 feet of Wetland W3.The Proposed Project would not result in clearing,filling, or other disturbance to Wetlands W1 and W3, and no clearing of vegetation would occur within the Town-regulated upland areas surrounding either wetland.To avoid adverse impacts to wetlands during project work, no materials or equipment storage would occur within or adjacent to wetlands. Erosion and silt control methods will be utilized as necessary to prevent water quality impacts and will be installed and maintained pursuant to the New York State Standards and Specifications for Erosion and Sediment Control (2016). Based on the foregoing, implementation of the Proposed Project would occur within the regulated upland areas associated with two Town-regulated freshwater wetlands;however, disturbance would be limited to unvegetated, upland areas, and the Proposed Project would not result in clearing,filling, or other 4 ='vhb disturbance to either wetland.Accordingly,the Applicant is requesting Town of Southold Wetland Permit for the Proposed Project. Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Proposed Wireless Communications Facility-Albertson Marine Project Location(describe,and attach a location map): 61405 Main Road,hamlet of Southold,Town of Southold,Suffolk County,New York(SCTM:District 1000-Section 056.00-Block 03.00-Lot 015.000) Brief Description of Proposed Action: See Attachment Name of Applicant or Sponsor: Telephone:see Attachment See Attachment E-Mail: See Attachment Address: See Attachment City/PO: State: Zip Code: See Attachment See Attachment See Attachment 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:See Attachment ❑ ❑✓ 3. a.Total acreage of the site of the proposed action? 0.95±acres(overall Subject Property) b.Total acreage to be physically disturbed? 0.08±acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.06±acres' 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial [Z] Commercial m Residential(suburban) ❑Forest Agriculture Aquatic m Other(Specify): Open Space,Transportation(Long Island Rail Road [LIRR]) ❑Parkland *Refers to proposed 70i-foot-by-35±-foot fenced equipment compound. Page 1 of 3 SEAF 2019 I 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Peconic Bay and Environs(adjoining the Subject Property to the south) ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑✓ ❑ b. Are public transportation services available at or near the site of the proposed action? F-/1 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? IZI 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Unmanned facility,no demand for potable water. W1 ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Unmanned facility,no wastewater generation. ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the El of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? • V ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody?" ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: `Wetlands occur beyond the LIRR tracks to the north of the Project Site,beyond Main Road to the south of the Project Site,and in the general vicinity of the Project Site at non-adjoining parcels to the east and west. "The location of the proposed wireless communication facility consists of a gravel-surfaced,upland area that is currently used for boat storage.The areas adjacent to the proposed facility consist of upland development,including gravel surfaces,the existing site building,and the LIRR tracks. Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: El Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ El- a. a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Elite Towers,LP;Verizon Wireless;Dish Wireless,LLC;Southold Fire Applicant/sponsor/name: District,as Co-Applicants Date:June 7,2023 Signature: Title:Environmental Planner William Sklar AICP VHB Engineering,SurveVinq,Landscape Architecture and Geolo P.C. as Environmental Consultant to the Co-Applicants 'According to the NYSDEC EAF Mapper database,records for the federal/New York State listed species Piping Plover,Least Tern,and Common Tern exist for the Subject Property vicinity.The Subject Property consists of developed upland areas and does not support the requisite aquatic and shoreline habitats for these shorebird species. PRINT FORM Page 3 of 3 I Proposed Wireless Communications Facility-Albertson Marine 61405 Main Road Hamlet of Southold,Town of Southold Suffolk County, New York Part 1 —Short Environmental Assessment Form Attachment Page 1, Brief Description of Proposed Action: The Proposed Action involves the installation of a wireless communications facility, including a concealment pole and associated equipment, at 61405 Main Road in the hamlet of Southold,Town of Southold, Suffolk County, New York(the"Subject Property," see attached Site Location map). Specifically, the Proposed Action includes the installation of a 150±-foot above grade level (agl) concealment pole with the antennas of multiple wireless service carriers concealed within and two Southold Fire District whip antennas mounted atop the concealment pole reaching a top height of 164-feet-10±-inches agl.Six Verizon Wireless panel antennas would be installed within the concealment pole in three sectors(two panel antennas per sector) at centerline heights of 141-feet-2± inches agl and 146-feet-1± inch agl.Three Dish Wireless panel antennas would be installed within the concealment pole in three sectors(one panel antenna per sector) at a centerline height of 132± feet agl.There would be room for additional future wireless service carrier antennas within the concealment pole below the Verizon Wireless and Dish Wireless antennas. The concealment pole would be installed within a 70±-foot-by-35±-foot(2,450±-square-foot[sf]) ground-based fenced equipment compound situated at the rear(north)side of the Subject Property behind an existing boat storage warehouse.The equipment compound would include space for the equipment of multiple wireless service carriers(i.e.,Verizon Wireless, Dish Wireless and future carriers), and the Southold Fire District. The Verizon Wireless equipment would be installed atop a proposed 10±-foot-by-20±-foot(200±-sf) steel platform surrounded by a 42±-inch-high handrail, and would be covered by a steel canopy with a top height of 11-feet-6± inches agl. Four Verizon Wireless GPS units would be mounted atop the equipment canopy to a top height of 13-feet-6± inches agl. The Dish Wireless equipment would be installed atop a proposed 8±-foot-by-10±-foot(80±-sf) steel platform surrounded by a 42±-inch-high handrail.One Dish Wireless GPS unit would be mounted atop the equipment platform. The Southold Fire District equipment would be installed atop,a proposed 8±-foot-by-10±-foot(80±-sf) equipment platform. The equipment within the compound would be connected to the concealment pole via cable bridges(one cable bridge per equipment platform).Additionally, utility connections(i.e., power and telco)would be routed underground from an existing utility pole on Main Road to a proposed transformer and mesa cabinet within the equipment compound. Power and telco conduits would be routed underground within the equipment compound from the transformer and mesa cabinet to the equipment platforms. All equipment within the compound would be elevated a minimum of 3± feet agl to provide a minimum of two feet of clearance above the base flood elevation of six feet(North American Vertical Datum of 1988). Proposed Wireless Communications Facility—Albertson Marine Part 1 —Short Environmental Assessment Form The equipment compound would be surrounded by a 6±-foot agl black chain link fence with an access gate on the east side of the compound. Evergreen trees with a minimum height of 6± feet agl would be planted in a stager pattern along the north and west sides of the compound to provide additional screening. Page 1,Applicant/Sponsor Information: The Co-Applicants for the proposed wireless communications facility are: Elite Towers, L.P. 1 South Durkee Lane East Patchogue, NY 11772 New York SMSA Limited Partnership d/b/a Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Dish Wireless, LLC 5701 South Santa Fe Drive Littleton,CO 80120 Southold Fire District 55135 Main Road Southold, NY 10994 Page 1. Item 2. Does the proposed action require a permit,approval, or funding from any other government Agency? Agency Approval Town of Southold Planning Board Site Plan Approval, Special Exception,Waivers Town of Southold Building Department Building Permit, Floodplain Development Permit Town of Southold Board of Trustees Wetlands Permit,Waterfront Consistency Review Town of Southold Zoning Board of Appeals Variances NYSDEC Freshwater Wetlands Permit,Tidal Wetlands Letter of No Jurisdiction \\vhb.com\gbl\prgj\Hauppauge\22175.00 Elite Towers-Albertson\Reports\SEQR\SEAF Attachment.docx Figure 1: Site Location Vhb. Proposed Wireless Communications Facility - Albertson Marine 61405 Main Road, Hamlet of Southold, Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00—Block 03.00— Lot 015.000 Proposed,Wireless, t r, Communications Facility iiL- `gym i y F ,r •` r, ol 40 T ` «. r, j + ` x;• �`,'�, Subject Property oaa Qo , Suffolk County N 0 100 200 300 Feet Q Subject Property* *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2016);Neormop Imagery(2023) Board of Trustees Application AFFIDAVIT' Tanya Negrbn, on behalf of Elite Towers, LP BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Elite Towers, LP Budd's Pond Marina, Inc. (JAL Signature a' Applicant Signature of Property Owne SNVORN TO BEFORE ME THIS DAY OF 20 P Notary Public Louis Fernandes Notary Public-State of New York No.01FE6374706 Qualified In Suffolk County commission Expires April 30,201. a Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We,LAt t kA,-,- at Vvy 4-2— on behalf of Budd's Pond Marina, Inc owners of the property identified as SCTM# 1000-.056.00—03.00—015.000 _in the town of Southold . New York, hereby authorizes VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. t A ) _ . Property Owner's Signa re Property Owner's Signature William M. Witzke SWORN TO BEFORE ME THIS_ DAY OF Notary Public CAROL A.MILLER Notan,'Oublic, State of New York No. 01 M16003086 Qualified in Suffolk County Commie3ion Expires February 23, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM De Town of Southold:§ conflicts o ' t e c and a f. this form vid inforination which of possible conflicofe allow it to ewhatever tion is necessar w avoid same. YOURNAME: low !>� �f�on behalf of Budd's Pond Marina, Inc. (Last name,fust name,.Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other Wetlands permit (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent;or child)have a relationship with any bflieer or employeO of the Town of Southold? "Relationship"includes by blood,trtarriage,or buslhess interest."Business interest'means a business, including.a partnershipJn.which the town officer or cmployce:.has oven a partial ownership of(or employment by)a corporation in which the town officer or employee.owns-more than S%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee,Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or chi ld is(check all that apply): A)the owner of greater than 5%of the shares of the corporate Stock of the;applic0t. (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-.corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Budd's Pond Marina, Inc. Submitted t is ay of 1 20 Signature �s Print Name I liam M. Witzke Form TS 1 Board of Trustees Appli ion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of ) 20 Notary Public NUTILL U I-= HILAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BUDDS POND MARINA, INC. SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 TIME & DATE, OF PUBLIC HEARING: Wednesday, October 18, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. -A proposed action will be evaluated as to its significant ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP,policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 056.00 -03.00 _015.000 PROJECT NAME Proposed Wireless Communications Facility-Albertson Marine � r The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑✓ Building Dept. ❑✓ Board of Trustees ❑✓ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit, approval, license, certification: Nature and extent of action: See Attachment Location of action: 61405 Main Road, hamlet of Southold (SCTM:0100-056.00-03.00-015.000) Site acreage: 0.95±-acre Subject Property/0.06±-acre facility compound (Project Area) Present land use: Boat storage and maintenance Present zoning classification: Marine II (Mil) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Elite Towers,LP;New York SMSA Limited Partnership d/b/a Verizon Wireless;Dish Wireless,LLC; S (a) Name of applicant: Southold Fire District (b) Mailing address: c/o Gregory R.Alvarez, Esq.,Amato Law Group, PLLC 666 Old Country Road, Suite 901, Garden City, NY 11530 (c) Telephone number: 516-227-6363 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria W1 Yes 0 No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable As the Proposed Facility would be unmanned,it would not require potable water,nor would any liquid waste be generated.Furthermore,the Proposed Facility would be located within an existing developed area and no new impervious surfaces resulting in additional volumes of stormwater runoff would be created. Rather,it is expected that installation of the Proposed Facility would result in a net 0.04±-acre reduction of impervious surfaces and a corresponding increase in landscaped areas(i.e.,for screening vegetation to surround the proposed equipment compound).Thus,there would be no impacts to water quality or supply. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 17 Yes ❑No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Not Applicable ❑ Yes ❑No As the Proposed Facility would be unmanned and remotely monitored, requiring minimal vehicular trips(i.e.,approximately one per carrier per month for maintenance/monitoring),there would be no significant adverse impacts to air quality resulting from automobile emissions.Moreover,the Proposed Facility does not involve the creation of an industrial use.As such,it is not anticipated that the Proposed Facility would have any adverse impacts to air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable The Proposed Facility involves the construction of an unmanned communications facility,which would generate minimal construction solid waste and no solid waste during operations.Thus,no environmental degradation from generation of solid waste,hazardous substances or other wastes would occur. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable As previously indicated,the Proposed Facility involves the construction of a wireless communications facility upon a previously disturbed portion of the overall Subject Property that is used as a boat storage and maintenance facility.As such,this project does not provide or impede public access to, or recreational use of, coastal waters, public lands and public resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable As the Proposed Facility would be unmanned,is unrelated to marine resources,and is not located on or adjacent to the shoreline,it would not impact living marine resources. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable The proposed facility would have no impact on agricultural lands in the Town,as the proposed facility would be situated on a previously disturbed,unvegetated area of a boat storage and maintenance facility. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable See Attachment PREPARED BY TITLE Environmental Planner DATE June 7,2023 William Sklar,AICP VHB Engineering,Surveying,Landscape Architecture and Geology,P.C., as Environmental Consultant to the Co-Applicants Proposed Wireless Communications Facility-Albertson Marine 61405 Main Road Hamlet of Southold,Town of Southold Suffolk County, New York LWRP Consistency Assessment Form Attachment Nature and Extent of Action: The Proposed Action involves the installation of a wireless communications facility, including a concealment pole and associated equipment, at 61405 Main Road in the hamlet'of Southold,Town of Southold, Suffolk County, New York(the"Subject,Property," see attached Site Location map). Specifically, the Proposed Action includes the installation of a 150±-foot above grade level (agl) concealment pole with the antennas of multiple wireless service carriers concealed within and two Southold Fire District whip antennas mounted atop the concealment pole reaching a top height of 164-feet-10±-inches agl.Six Verizon Wireless panel antennas would be installed within the concealment pole in three sectors (two panel antennas per sector) at centerline heights of 141-feet-2± inches agl and 146-feet-1± inch agl.Three Dish Wireless panel antennas would be installed within the concealment pole in three sectors (one panel antenna per sector) at a centerline height of 132± feet agl.There would be room for additional future wireless service carrier antennas within the concealment pole below the Verizon Wireless and Dish Wireless antennas. The concealment pole would be installed within a 70±-foot-by-35±-foot (2,450±-square-foot [sf]) ground-based fenced equipment compound situated at the rear(north) side of the Subject Property behind an existing boat storage warehouse:The equipment compound would include space for the equipment of multiple wireless service carriers (i.e.,Verizon Wireless, Dish Wireless and future carriers), and the Southold Fire District. The Verizon Wireless equipment would be installed atop a proposed 10±-foot-by-20±-foot (200±-sf) steel platform surrounded by a 42±-inch-high handrail, and would be covered by a steel canopy with a top height of 11-feet-6± inches agl. Four Verizon Wireless GPS units would be mounted atop the equipment canopy to a top height of 13-feet-6± inches agl. The Dish Wireless equipment would be installed atop a proposed 8±-foot-by-10±-foot (80±-sf) steel platform surrounded by a 42±-inch-high handrail.One Dish Wireless GPS unit would be mounted atop the equipment platform. The Southold Fire District equipment would be installed atop a proposed 8±-foot-by-10±-foot (80±-sf) equipment platform. The equipment within the compound would be connected to the concealment pole via cable bridges (one cable bridge per equipment platform).Additionally, utility connections (i.e., power and telco)would be routed underground from an existing utility pole on Main Road to a proposed transformer and mesa cabinet within the equipment compound. Power and telco conduits would be routed underground within the equipment compound from the transformer and mesa cabinet to the equipment platforms. All equipment within the compound would be elevated a minimum of 3± feet agl to provide a minimum of two feet of clearance above the base flood elevation of six feet (North American Vertical Datum of 1988). Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form The equipment compound would be surrounded by a 6±-foot agl black chain link fence with an access gate on the east side of the compound. Evergreen trees with a minimum height of 6± feet agl would be planted in a stager pattern along the north and west sides of the compound to provide additional screening. Section C—Evaluation of LWRP Policies This section provides additional discussion of the relevant items listed in Section C of the LWRP Consistency Assessment Form. Policy 1 —Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. The proposed concealment pole and associated equipment compound would be situated upon an unvegetated portion of the overall Subject Property,which currently serves as a boat storage and maintenance facility.The Project Area would occupy only 0.06± acre (5.9± percent of the Subject Property).The proposed concealment pole would conceal the antennas of multiple wireless service carriers within the pole,thereby promoting co-location and obviating the need for multiple tall structures throughout the community, and would be a neutral color to blend with the sky and surroundings.The installation of Southold Fire District communications,antennas would improve emergency response services in the area. Further,the concealment pole would be situated along a corridor containing a variety of uses, including marinas and the Long Island Rail Road (LIRR), rather than along the shoreline or on agricultural or open space land. Finally,the presence of a communications facility along (or visible from) the Main Road (NYS Route 25) corridor would not be precedent setting, as there are other similar facilities with communications antennas along that roadway, including at the Southold Fire Department, 1.16± miles west of the Proposed Facility, and at the Southold Police Department, 3.64± miles southwest of the Proposed Facility. Overall,the design and location of the Proposed Facility minimizes adverse effects of development and is consistent with this Policy. Policy 2—Protect and preserve historic and archaeological resources of the Town of Southold. Section 106 review was completed for the Proposed Facility.The New York State Historic Preservation Office (NYSHPO) issued a determination as part of the Section 106 review, dated November 16, 2017, indicating "No Historic Properties in Area of Potential Effects (APE)"for Direct.Effects, and "No Adverse Effect on Historic Properties in APE"for Visual Effects (see Appendix A for SHPO determination). Therefore,the Proposed Facility is consistent with this Policy. Policy 3—Enhance visual quality and protect scenic resources throughout the Town of Southold. Although the proposed concealment pole would be visible from the surrounding area, including along Main Road (a designated Scenic Byway), it is anticipated, as indicated by the visual analysis submitted under separate cover(see Planning,Zoning and Visual Impact Analysis,VHB May 2023)that views would be limited, as the proposed concealment would be obscured from view from many locations by intervening structures and vegetation.The proposed ground-based equipment compound would be situated at the rear of the overall Subject Property, behind an existing building, such that it would not be visually prominent in views from the surrounding area. Finally,wireless service carrier antennas for multiple carriers would be concealed within the concealment pole structure, screening the antennas from 2 Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form view and obviating the need for multiple communications facilities in the area.Additionally,the concealment pole's neutral coloration would allow it to blend with the surrounding area. Further,views of the proposed concealment pole would not be unprecedented, as there are other similar facilities with communications antennas along that roadway, including at the Southold Fire Department, 1.16± miles west of the Proposed Facility, and at the Southold Police Department, 3.64± miles southwest of the Proposed Facility.Overall,the Proposed Facility has been designed in a manner that is protective of visual quality and scenic resources, consistent with this Policy. Policy 4—Minimize loss of life, structures,and natural resources from flooding and erosion. The Subject Property is not located within a Coastal Erosion Hazard Area. According to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Panel 36103C0l59H,the Proposed Facility location is within a designated Special Flood Hazard Area (i.e.,Zone AE, base flood elevation 6 feet).This indicates that there is a one percent annual chance of flood waters reaching or exceeding the base flood elevations at the Subject Property.As indicated by the project engineer,Azimuth Engineering, installation of the Proposed Facility would result in the minimal disturbance of only 0.08± acre of existing unvegetated, previously developed areas on the Subject Property and a 0.04±-acre reduction of impervious surfaces at the Subject Property, replacing existing impervious surfaces with new landscaping (i.e., screening vegetation surrounding the ground-based equipment compound). Furthermore,the Proposed Facility is designed to meet the Town's Floodplain Development Permit requirements for nonresidential structures, as set forth at § 148-19(A) of the Town Code.These design features include elevating the proposed equipment on platforms at least two feet above the base flood elevation, and ensuring that the portions of the facility below the base flood elevation (i.e.,the base of the concealment pole and equipment platform support piers)will be constructed to be watertight and substantially impermeable to the passage of water and are capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. Based on the design of the Proposed Facility, it is consistent with this Policy. Policy 6—Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. The Project Area is not within or adjacent to a Significant Coastal Fish and Wildlife Habitat.The Project Area is within the 100-foot jurisdictional adjacent area of NYSDEC and Town of Southold regulated freshwater wetlands. Consultation is underway to secure wetlands permits from the NYSDEC and the Town.As provided by the project engineer,Azimuth Engineering, during construction, silt fence,straw bales, and other erosion and silt controls will be installed and maintained, as necessary, to prevent adverse impacts on wetlands. It is also noted that the Proposed Facility would be on a previously disturbed, unvegetated area, and would not result in any significant adverse impacts to ecosystems. Policy 10—Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. As the Proposed Facility is a wireless communications facility, it would not directly protect or promote the siting of water-dependent resources.However, existing and future water-dependent uses would potentially benefit in emergency situations, as Verizon Wireless service, Dish Wireless service, and the services of potential future wireless service providers that would co-locate within the facility,would be 3 Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form enhanced. In addition,the Southold Fire Department would install communications antennas at the top of the concealment pole,thereby improving its emergency communications capabilities. Policy 13—Promote appropriate use and development of energy and mineral resources. The Proposed Facility would use a minimal amount of electricity and would be unmanned.Therefore,the effect on energy and mineral resources would be minimal. l \\vhb.com\gbl\prof\Hauppauge\22175.00 Elite Towers-Albertson\Reports\LWRP\CAF Attachment.dou 4 Figure 1: Site Location Nib Proposed Wireless Communications Facility - Albertson Marine 61405 Main Road, Hamlet of Southold,Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00— Lot 015.000 �► + Proposed Wireless, Communi ations Facility k —, SGP \`� J�0 � Y� �\• 4 i• � Subject Property 0 a a Suffolk folk County IN 0 100 200 300 Feet _ - _ 0 Subject Property* *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2076),Neormap Imagery(2023) f—��Cir 666 OLD COUNTRY ROAD, 9T"FLOOR + GARDEN CITY,NY 11530 LAW G R C; U P, P L L C TEL: 516.227.6363 FAX:516.227.6367 August 9, 2023 VIA BAND DELIVERY Town of Southold ' 2023' Board of Town Trustees Town Hall Annex Building so�nnorarovvn 54375 Route 25 Board of T,vstees PO Box 1179 Southold,NY 11971 Re: Wetland Permit Application(the"Application")to the Town of Southold("Town") Board of Town Trustees by Elite Towers, L.P. ("Elite") in connection with the proposed public utility communication facility ("Communication Facility") to be located at 61405 Main Road,Southold,New York 11971,District 1000,Section 56, Block 3 Lot 15 (the"Property") Dear Board of Town Trustees: In connection with the Application for the construction and maintenance of the Communication Facility on the Property, enclosed are four (4) sets of packages in support of the Application to the Board of Town Trustees,as set forth in further detail within the cover letter from VHB. Shot Clock As noted within our January 9, 2023, correspondence (a copy has been enclosed with this submission), the shot clock governing this project recommenced, and ran until the release of the Notice of Disapproval. As an additional nine(9)days elapsed,by our calculation 108 days remain in connection with the 180-day"shot clock" set forth within In the Matter of Petition for Declaratory Ruling, WT Docket No. 08-165, issued by the FCC on November 18,2009. Please note that today we have concurrently filed applications with the Planning Board and the Zoning Board of Appeals in connection with this project. Therefore,we,seek your assistance in administering this Application in a timely fashion consistent with the shot clock. If you should have any questions or require anything further,please feel free to contact me. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 (A� Thank you for'your continuing attention to this Application. i Very truly yours, Gregory R.Alvarez Enclosures cc: Elite (via email, w/out enclosures) Verizon Wireless(via email,w/out enclosures) DISH (via email,w/out enclosures) Southold Fire District(via email,w/out enclosures) 2 lv` hbo June 7,2023 Ref:22175.00 VIA OVERNIGHT CARRIER Town of Southold Board of Town Trustees Town Hall Annex 54375-Route 25 P.O. Box 1179 Southold, New York 11971 Re: Request for Town of Southold Wetland Permit Albertson Marine Wireless Communications Facility 6.1.4.05 Main Road Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00—Block 03.00—Lot 015.000 To Whom it May Concern: VHB Engineering, Surveying, Landscape Architecture and Geology P.C. (VHB) is serving as consultant to Hite-Towers, L.P (the"Applicant"),which is proposing to install a public utility wireless communication facility (the"Proposed Project") at portions of the 1.95± acre commercial property located at 61405 Main Road, in the Town of Southold,Suffolk County, New York(the Subject Property').The purpose of the Proposed Project is to provide wireless communications.coverage within the general surrounding area of the Subject Property,where existing service is deficient.A further purpose is to improve the emergency response capabilities of the Southold Fire Department.The Proposed Project would occur within 100 feet of two Town-regulated freshwater wetlands located to the north and south of the Subject Property. Accordingly, in conjunction with the additional Town of Southold authorizations being requested for the Proposed Project,VHB is requesting a Town of Southold Wetland Permit for the Proposed Project on behalf of the Applicant. To assist in the processing of this request,we are hereby enclosing four sets of the following: Appendix Town of Southold Wetland Permit Application Form and Attachment Appendix B Site Figures: 100 Motor Parkway Suite 350 Engineers I scientists I Pl.anners I Designers Hauppauge,New York 11788 P 631.787.3400 F 631.813.2545 o - V T�m Town of Southold Board of Town Trustees ; •4 �s Ref: 22175.00 June 7,2023 Page 2 Figure 1 -Site Location Map Figure 2—Tax Map Figure 3- USGS Topographic Map Figure 4-Wetland Delineation Map Appendix C Property Surrey, prepared by American Engineering and Land Surveying, P. last revised October 24,2018 Appendix D Elite Towers, LP site plans prepared by Azimuth Engineering, P.C., last revised May 18,2023;Dish Wireless site plans prepared by Azimuth Engineering, P.C, last revised May 17,2023 Appendix E Photograph location map and photograph log Appendix F Short Environmental Assessment Form Appendix G LWRP Consistency Assessment Form with Attachment Appendix H Authorization Letters and Forms Also enclosed is a check for$1,250.00,representing the Town of Southold Wetland Permit application fee. Thank you for your cooperation in this matter. If additional information is required,or should you have any questions, please do not hesitate to contact me at(631)787-3400 or dkennedy@vhb.com. Sincerely, VHB Engineering,Surveying, Landscape Architecture and Geology, P.C. David Kennedy, MS, PWS,CE Senior Environmental Scientist \\vhb\gbl\prol\Hauppauge\22175.00 Elite Towers-Albertson\ProjRecords\FnalDocs\20230607 Town of Southold\20230607_Alberstosn Town Cover_FlNALdoa e 0 .c 3 E wC Ei E ' 1, 1! E � 1, I M AUG 3 1 2023 Vhb. se��:�.id Tons, Board ai i7rs.ees June 7, 2023 Ref: 22175.00 VIA OVERNIGHT CARRIER Town of Southold Board of Town Trustees Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Request for Town of Southold Wetland Permit Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00—Lot 015.000 To Whom it May Concern: VHB Engineering, Surveying, Landscape Architecture and Geology P.C. (VHB) is serving as consultant to Elite Towers, L.P (the"Applicant"),which is proposing to install a public utility wireless communication facility(the"Proposed Project") at portions of the 1.95± acre commercial property located at 61405 Main Road, in the Town of Southold, Suffolk County, New York (the "Subject Property").The purpose of the Proposed Project is to provide wireless communications coverage within the general surrounding area of the Subject Property,where existing service is deficient.A further purpose is to improve the emergency response capabilities of the Southold Fire Department.-The Proposed Project would occur within 100 feet of two Town-regulated freshwater wetlands located to the north and south of the Subject Property. Accordingly, in conjunction with the additional Town of Southold authorizations being requested for the Proposed Project,VHB is requesting a Town of Southold Wetland Permit for the Proposed Project on behalf of the Applicant. To assist in the processing of this request,we are hereby enclosing four sets of the following: Appendix A Town of Southold Wetland Permit Application Form and Attachment Appendix B Site Figures: 100 Motor Parkway Suite 350 Engineers I Scientists I Planners I Designers Hauppauge,New York 11788 P 631.787.3400 F 631.813.2545 i f Town of Southold Board of Town Trustees Ref: 22175.00 �1®® June 7, 2023 Page 2 Figure 1 - Site Location Map Figure 2—Tax Map Figure 3 - USGS Topographic Map Figure 4 -Wetland Delineation Map Appendix C Property Survey prepared by American Engineering and Land Surveying, P.C., last revised October 24, 2018 Appendix D Elite Towers, LP site plans prepared by Azimuth Engineering, P.C., last revised May 18, 2023; Dish Wireless site plans prepared by Azimuth Engineering, P.C, last revised May 17, 2023 Appendix E Photograph location map and photograph log Appendix F Short Environmental Assessment Form Appendix G LWRP Consistency Assessment Form with Attachment Appendix H Authorization Letters and Forms Also enclosed is a check for$1,250.00, representing the Town of Southold Wetland Permit application fee. Thank you for your cooperation in this matter. If additional information is required, or should you have any questions, please do not hesitate to contact me at (631) 787-3400 or dkennedy@vhb.com. Sincerely, VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. David Kennedy, MS, PWS, CE Senior Environmental Scientist \\vhb\gbl\prof\Hauppauge\22175.00 Elite Towers-Albertson\ProjRecords\FinalDocs\20230607_Town of Southold\20230607_Alberstosn Town Cover FINAL.docx