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Home My WebLink About1000-56.-3-15 Revised Plans Recvd 11.11.22 PROJECT TEAM GENERAL NOTES ^1 N _ CLIENT REPRESENTATIVE THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION,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 o COMPANY: ELITE TOWERS L.P. f * ' SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ADDRESS: I S.DURKEE LANE r - CITY,STATE,ZIP: E.PATCHOGUE,NY 11772 CONTACT: TANYA NEGRON — PHONE: (516)410-8730 APPLICABLE BUILDING CODES&STANDARDS y�` E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM � `ZIMUTISITE ACQUISITION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE ENGINEEFTING RCELITE j V 1J RS LIP FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO Y COMPANY: ELITE TOWERS L.P. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.ADDRESS: I S.DURKEE LANE Wifeless CD{T1f1'}unicatlions Infrastructure E:(pere s CITY,STATE,ZIP: E.PATCHOGUE,NY 11772 1.2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEGRON PHONE: (516)410-8730 2.NATIONAL ELECTRICAL CODE NFPA 70-17 ELITE TOWERS LP E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM V,-less CommL-nonSI—t-ture E:rpr--< ELITE SITE ID. ALB ERTS ON MARINE3.2020 FIRE CODE NEW YORK STATE(IFC 2018 WITH AMENDMENTS) ENGINEER � 4.LIGHTNING PROTECTION CTION CODE NEPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. ADDRESS: 695 ROUTE 46 WEST,SUITE 300 5.AMERICAN CONCRETE INSTITUTE 318-14 CITY,STATE,ZIP: FAIRFIELD,NJ 07004 1 CONTACT: JEREMY MCKEON 6.AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION f PHONE: 973-970-0068 E-MAIL: JMCKEON@AZIMUTHEG.COM 7.EIAITIA-222 REVISION HOUTHOLD 8.TIA 607 FOR GROUNDING APPLICANT/LESSEE COMPANY: ELITE TOWERS L.P. VERIZON WIRELESS 9INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 ADDRESS: I S.DURKEE LANE 10.IEEE C2 LATEST EDITION CITY,STATE,ZIP: E.PATCHOGUE,NY 11772 SITE NAME: SOUTHOLD 4 d/b/a VERIZON WIRELESS II TELCORDIAGR-127512 ANSI TI3II ■ CO-APPLICANT T� V COMPANY: NEW YORK SMSA LIMITED PARTNERSHIP PROJECT DWORK OF WORK vF ADDRESS: 4 CENTEROCK ROAD CITY,STATE,ZIP: WEST NYACK,NY 10994 THIS PROJECT WILL BE COMPRISED OF: CO-APPLICANT ELITE TOWERS: PROTECT YOURSELF INSTALLATION OF NEW EQUIPMENT COMPOUND,V-0"HIGH CHAIN LINK FENCE,150' COMPANY: SOUTHOLD FIRE DISTRICT "TEC cnlY oRF�ne"nrcoa"ER°sFON CONCEALMENT TOWER,MESA CABINET,ELECTRIC METER BANK,ELECTRIC TRANSFORMER, ADDRESS: 55135 MAIN ROAD a PAR NG TO�D� CITY,STATE,ZIP: SOUTHOLD,NY 10994 SOUTHOLD FIRE DISTRICT STEEL&CONCRETE BOLLARDS,LANDSCAPING&SHRUBBERYFAIE ANI.ENE IN AN'-TE Kro.,wnar%below. • NEW 70'-O"x 35'-0"EQUIPMENT COMPOUND WITH 6'-0"CHAIN LINK FENCE.=I Call before you dig. 7� • NEW I SO'CONCEALMENT TOWER=I EOR STAT SPECIFIC DIRECT PHONE NUMBERS MESA CA =I SHEET INDEX • ELE TR CBMETER BANK=I VISIT,WWW.CALL811.COM • ELECTRIC TRANSFORMER=I AGILE, DRAIN BY: CHECKED BY: • STEEL&CONCRETE BOLLARDS=4 AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION • NEW TREES,SHRUBBERY,LANDSCAPING=T.B.D. 61405 MAIN ROAD 3 05/01/22 CLIENT COMMENTS WPM JWS Z-01 TITLE SHEET SOUTHOLD NY FIRE DEPARTMENT 2 05/10/22 CLIENT COMMENTS JCM JI<M Z-02 SITE PLAN&NOTES • NEW FIRE DISTRICT EQUIPMENT CABINET=I Z-03 BULK TABLE NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM=I I 04/05/21 CLIENT COMMENTS JCM JKM NEW FIRE DISTRICT CONCRETE PIER=4 0 12/23/21 REVISED PER COMMENTS WPK JWS Z-04 ZONING INFORMATION SOUTHOLD, NY 11971 NEW FIRE DISTRICT ANTENNA-I Z-OS 200'RADIUS PLAN • NEW FIRE DISTRICT PTP=I E 10/15/21 REVISED PER COMMENTS GJB JWS Z-06 VICINITY PLAN VERIZON WIRELESS: D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS Z-07 500'PROPERTY OWNERS LIST INSTALLATION OF NEW 2'40 CONCRETE PIERS,20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, g p4/29/21 REVISED PER COMMENTS WAS WS Z-08 COMPOUND PLAN SUFFOLK COUNTY EQUIPMENT CABINET,BATTERY CABINET,TELCO CABINET,PPC CABINET,WORK LIGHTS, J DISCONNECT SWITCH,CABLE BRIDGE,PANEL ANTENNAS,RRH'S&DIPLEXERS. REV DATE DESCRIPTION oanwN CHECKED Z-09 EQUIPMENT PLAN BY BY NEW 2'-0"0 CONCRETE PIERS=6 Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NEW 20'-0"x IV-0"STEEL EQUIPMENT PLATFORM=I Z-II ELEVATION SITE TYPE. NEW EQUIPMEBATTERY CABINT=IT CABINET=I NEW BATTERY CABINET=IZ-12 CONSTRUCTION DETAILS-INEW TELCO CABINET=I Z-13 CONSTRUCTION DETAILS-2 NEW PPC CABINET=Iy�P,SE OKNEK. NEW WORK LIGHTS=2 Z-14 EQUIPMENT DETAILS-I NEW DISCONNECT SWITCH=I 150' 0" CONCEALMENT POLE NEW CABLE BRIDGE=I Z-15 EQUIPMENT DETAILS-2 NEW PANEL ANTENNAS=2 PER SECTOR,6 TOTAL Z-16 FIRE DISTRICT EQUIPMENT-I NEW RRH-3 PER SECTOR,9 TOTAL o.o 3�• NEW DIPLEXERS=I PER SECTOR,3 TOTAL(AT EQUIPMENT) Z-17 FIRE DISTRICT EQUIPMENT-2 NEW TRIPLEXERS=I PER SECTOR,3 TOTAL(AT EQUIPMENT) / AERIAL A T MAP VICINITY MAP NEW TRIPLEXERS=I PER SECTOR,3 TOTAL(AT ANTENNAS) � Z-18 2007 INSURANCE FLOOD INSURANCE MAP 1\1C1L VICINITY 1 L JEREMY K McKEON N NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 AREA OF WORK IT IS A VIOLATION OF LAW FOR ANY PERSON, W E UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL SITE INFORMATION _ AREA OF WORK n ENGINEER'TO ALTER THIS DOCUMENT. PROPERTY/TOWER OWNER ' SITE INFORMATION: NAME: BUDD'S POND MARINA INC. S ADDRESS: SOU MAIN ROAD 2 SITE NO:ALBERTSON MARINE CITY,STATE,ZIP: SOUTHOLD NY.11971 DISTRICT: 1000 61405 MAIN ROAD SECTION 56.00 SOUTHOLD,NY 11971 SUBJECT BLOCK/LOT: 3/15 F` Albertson Marine,Inc SUFFOLK COUNTY CONTIGUOUS • ''.,I-:; �b goal dealer LANDLORD-OWNED LOTS: 13.4,I,2.2 _ � v LATITUDE: 41.076024 - \��a, SITE TYPE: LONGITUDE: 72.406034 �a 150'-0"CONCEALMENT POLE LAT./LONG.TYPE: NAD 83 COPYRIGHT O ZOZD AZIMUTH ENGINEERIN(;P.C.,LIOCALT FEMA MAP BASE FLOOD ELEVATION= 6'AMSL y7.;i F RIGHTS RESERVED _ 'Q0, THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS W. AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE a FAAIA GROUND ELEVATION= T AMSL -'�•- WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS IIn DRAWING MAY NOT BE COPIED REUSED,DISCLOSED, > EQUIPMENT ELEVATION= T ABOVE GRADE DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE `'' A WITHOUT THE E FERESS WRITTEN CONSENT OF AZIMUTH W ENGINEERING F.G.,LLC. Of o AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE&EQUIPMENT COMPOUND SHEET TITLE. z ZONING/JURISDICTION: TOWN OF SOUTHOLD _ 25 ZONING DISTRICT: M-11-MARINE 11 6 TITLE SHEET z CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY 0 IC HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN O1 Z ACT _01 HABITATION.HANDICAPPED ACCESS NOT REQUIRED. (SHEET NUMBER: N r1 N N � N N 0 N is AT EIB v 6 -2 Q - ®��QPE&WETLAND WETLANDS PROPOSED 70'-0"x 35'-0"EQUIPMENT _ COMPOUND(SEE SHEET Z-O8) ELITE.TOWERS LP 23 �� 1 N - Cl O -- ;91425 -_-9� FRAC S-� _ -- uv�__ -=-Z_23 �ffm_ o E= -- - -- O-+�w_eor IFsoPE TF4.54 - -__--C F X9'47 r �_ - 89 -o --_ TF6.14 15,41;7 54-0"± _ - Et SL app- T �o O_ ��LD '-- --_ _s-_ - U U 86-_ --_ - 6 1 TO NEAREST BUILDING N ADJACENT PROPERTY OF SCOPE - `�_ S O 6 _ P1 TO ` �WSL _ _ U_�-� X83 4.6 - O 80'1 TO FENCEp1I COMPOUND - AP _ 4.7 � I I3'-0"± I TF3.38 , (0 POLE TO CONCEALMENT I 4 4 4.3 venzon TES: C I ____ 1LOCATION AND ORIENTA-noN OF PROPOSED EQUIPMENT AND ANTENNAS PENDING 4.5 b Z I I 3.5 STRUCTURALANALYSIS. O - -_- 4.5 In F-� I � PROTECT YouRSELF ALAS AIT IES1 REQ RE NDRF ARCN of aR DEs GUERs oR A Y 1ERseN 2. MOUNT ALL ANTENNAS,COAX,SURGE ARRESTORS,RRH'S,ETC.IN ACCORDANCE 619 � m � C �a YREYARNS Te esTeRa TRE EARINS SURFACE ANYWHERE N ANY STATE WITH STRUCTURAL ANALYSIS. 4.5 00 Kno Bw e,below. � 4. 4.4 - Call bef.,ey.,dig. I I FOR STATE SPECIFIC DIRECT PHONE NUMBERS 3. TRUE NORTH BASED ON GOOGLE MAPS. S o z FF4.58 TO VISIT_www CALLS1,COM 4.6 - _ ^/tc SCALE.. DRAWY N BY: CHECKED B: 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. _EPEED / �RFST7��ISOI0„ AS SHOWN WAS JKM Lu 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND z I O FRSFCr7/�/ 3 06/01/22 CLIENT COMMENTS WPK JWS CD SURVEYING P,C.SIGNED BY STEPHEN E.RAVN P.E.L.S.LICENSE#45664& m 47'-0"±I 3 9 O"rR 2 OSIIO/22 CLIENT COMMENTS JCM JKM DATED 10/24/18. C- 4.7 TO FENCE COMPOUND 0��0 D) 1 04/05/21 CLIENT COMMENTS JCM JKM 0 12/23/21 REVISED PER COMMENTS WPK JWS 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES, CL_ 86F�"±J E 10/15/21 REVISED PER COMMENTS GB WS �z O TO CONCEALMENT POLE D 105/12/21 REVISED PER COMMENTS WAS Jws 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR GRAVEL JWS �- d 1 U C 05/03/21 REVISED PER COMMENTS WAS PERMANENT EMPLOYEE OCCUPANCY,THEREFORE,POTABLE WATER,SANITARY � HIGH 1 STORY / I S N SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. z TF4.56 I +1 LLI METAL BUILDING z o B 04/29/21 REVISEDPERCOMMENTS WAS JWS z ® o #6/�� o �� REV DATE DESCRIPTION DRAWN CHECKED rrv14O5 I O W BY BY 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR Q a o �L- MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE I 4.4 47 ^_U +1 7 4.3 Q FACILITY FOR BOTH FIRE AND INTRUSION. 43 p q 0 4.1 -) U Ln Lu 9. ALL MATERIALS,WORKMANSHIP AND CONSTRUCTION FOR THE SITE O -ZU tEOFNewy IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: �' LL o� S� YKM0 ca y9+ A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS,STANDARDS 4.0 AND REQUIREMENTS. I myso ass31°�r� B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, 4.4 LLr / (~ STANDARDS AND REQUIREMENTS. ha I 426 FF4-3 cF s4 I °�' jE`E K MCKEON 27 10. CONTRACTOR SHALL CONTACT"NEW YORK UNDERGROUND PLANT LOCATION -TIC 4.24 4,44 PLNT. 4 71 NEW YORK LICENSED PROFESSIONAL COd _ �V^ ENGINEER-LICENSE NUMBER:0953741 SERVICE"AT 1-800-962-7962,AND LOCATE ALL EXISTING UTILITIES WITHIN z d0 PWT SEW 4,72 40.7' 4 DO THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. --4 -- 421 / IT IS A VIOLATION of LAW FOR UNDERANYTHE PERSON, EXISTING U OFT THEHEYDIRECTION ONSIBLE T RESP ACTING LI CENSER PROFESSIONAL 1 i. CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY \ N ----J ENGINEER,TO ALTER THIS DOCUMENT. COMPANIES REQUIREMENTS. CONC. - ASPH. 3.78 TF3.71 \ SITE INFORMATION: 12. UNDERGROUND ENCROACHMENTS,IF ANY,ARE NOT SHOWN. _ _ _�------ - �-- 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO -0 SITE NO:ALBERTSON MARINE -_ 3.88 E.A. 3.65 3.39 3.37 E.A. .50 3.51 PRE-CONSTRUCTION CONDITIONS. ---- -- - 4 TF3 S47®26'27"1N ---- 200.00' 61405 MAIN ROAD 14. THERE ARE NO WATER MAINS,SANITARY SEWERS,DRY WELLS,GROUND WATER (S58°31'00"W) - __ SOUTHOLD,NY 11971 RECHARGE BASINS,OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 4.33 4.26 DYL 4.10 ----_ 3.96 J.98 DYL ___x.03 SUFFOLK COUNTY 15. NO SIGNALS,SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD IMPROVEMENTS ARE PROPOSED. / SITE TYPE: 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. MAN RCCD C N•Y.S. RTE. 2 C 150'-0"CONCEALMENT POLE 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. COPYRIGHT©2011,AZIMUTH ENGINEERING P.C..LLC ALL 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL.CONSTRUCTION LEVEL RIGHTS REbERVED a, THIS DRAWING AND ALL THE SRESERVIR CONTAINED HEREIN Is AUTHDRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE WORK WAS FOR ASE DNIS TR THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS DISCLOSED,THIS NJ DRAWING MAY NOT BE PONIED,REUSED,DIR PUR 0 DRAWINGS. DIWTRIOUTED off PR Eo 1/a IT FOR ANY OTHER ZIYUTH HIT YT,�� UNDERGROUND SERVICE ALERT-NEW YORK 81 I WITHOUT THE EENCINEERING P.C.,LC. of AZIMUTH CC UTILITY NOTIFICATION ER OF NEW YORK 0 19 . SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND \ (800)27CENTER a SURVEYING P.C.SIGNED BY STEPHEN E.RAVN P.E.L.S.LICENSE#49664& \ WWW.NEWYORK-81 ICOM SHEET TITLE' Q DATED 10/24/1 B. T � Know what's bel OW. SITE PLAN&NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION z 3 before you dig. 0 SHEET NUMBER: 1 SITE PLAN 20 10, 0 20 40 Z m GR4P FEET)LE SCALE...1"=20'-0"FOA Z2"634"DRAWINGS Z-02' J N FEET) Q SCALE 1 Z"=ZO'-0"FOR 11"x17"DRAWINGS REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATONS FACILITY CODE SECTION DESCRIPTION COMMENTS COMPILES WITH SECTION(l)(E)AS SAFE IS ZONED M-11 280-70 D.(1) LOCATION OF WIRFLFSS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION. cv 283-70 E GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280-70 F ANTENMASUPPORT STRUCTURES SHALL NOT BE LOCATED N THE FOLLOWING AREAS WITHO UT APERMIT FROM ALL JUREDIGTIONAL AGENCIES- 280-70 F.(1) WETLANDS,TIDAL AND FRESHWATER- COMPLIES 280-70 F(2) LAND ABOVE HIGH GR OUNDWATER WHIN 10 FEET OF THE SUR FACE) COMPLIES 28T70 F(3) LANDS PURCHASED WITH GOMMUNTY PRESERVATION FUNDS_ COMPLIES NZIMUTL-1 A, 260-70 F.(4) COASTAL FRO SION HAZARD AREAS. COMPLIES ENC31NEERINO P.( 280-10 F.(5) DESIGNATED PARKLAND. COMPLIES O FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING ITTHAT Is FREE OF OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A RADIUS EQUALTO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE ASMALLER FALL ZONE MAYBE 30(Y FALL 70NE REQUIRED;23F-W FROM NEAREST BOARD AND CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BYTHE TOWN THAT DEMONSTRATES THAT A ALLOWED IF SUPPORTED BYA REPORT SUBMITTED 13Y AQUALIFIED STRUCTURAL ENGINEER THE 280-70 G STRUCTURAL ENGINEERDS REPO FIT SHALL BE SUBMITTED TO AND REVIEWED BYTHE PLANNING 13 STRUCTURE ON PROPERTY.STRUCTURAL REPO RT PROVID ED AS PART OF APPLICATION SUBMISSION; ELITETOWERS LP U VARIANCE REQUIRED ......Experts SMALLER FALL ZONE IS APPROPR ATE AND SAFE-THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMFNET 280-70 L ANTENNA SUPPORT STRUCTURES 14 THE LI,U0,MI,MIL B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE TO FLOWING RESTIR ICTIONS- 280-701(l) MINIMUMLOT SIZE:14 ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE EXISTING NON-COMPLIAM M4 MINIMUM LOT SIZE 80,000 SF EXISTING LOT IS 41,346 SF PROPOSED MONOPOLE HEIGHT.150'-(' SOUTHOLD 280-70 L(2) MAXIMUM HEIGHTS ROFEEF VARIANCE OR WAIVER REQUIRED 280-70 1(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS 4T-I ADJACENT PROPERTY LINE P1- SHALL BE NO LESS THAN 500 FEET- SITE EETSITE DESIGN STANDARDS ALL WIRELESS FACILFILIES,INCLUDING GO-LOCATIDNS,SHALL BE THE LEAST VISUALLY 280-70 N OBTRUSIVE DES ION POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS-TO THAT ENO,THE TO FLOWING DESIGN STANDARDS SHALL APPLYTO ALL WIRELESS COMMUNICATION!FACILITES INSTALLED 0 R CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER SETBACKS.ANTENNA SUPPO RT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO TH E SETBACKS (R EFER TO BULK REQUIRE MENTS CHART ON SHEET Z- 280-70 N.(1) FOR P RINCIPAL USES 14 THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE 02) ver�zon LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE 14 THIS CHAPTER. SIGNS SUNS SHALL NOT INSTRUCTIONS,6 E PERMITTED ON FACILITIES EXCEPT FOR SUNS DISPLAYING CONTACT INFORMATION AND SAFETY WHICH ARE RFQURED SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFO RMATION SIGN AND RF SAFETY SIGNS TO BE NATIONAL STANDARDS INSTITUTE MSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS- INSTALLED ON EXTERIOR OF COMPOUND FENCE 110TE11 YOURSELF280-70N(2) CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE ALL"T"1EQ1111 IF NORMAL AND EMERGENCY CONTACT 14FORMAT10N FOR EACH SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES EXCAVATORS PREPARW TIOESIGNERG KR ANY 1F11RN "T..`E EAR'R FEET IN SURFACE AREA EURFACE ANYWHERE N ANY STATE Know w,beloW BASE STATION EQUIPMENT!SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH Call b,f.re y.,dig. AFIN H SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTYAND INTEGRATED INTO THE FOR STATE SPECIFIC DIRECT PHONE NUMBERS BULK REQUIREMENTS FOR ZONE M-11 (MARINE 11) ARCH11SFGTURALSTYLF ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED INVIS17-WVVVVCALLS11 COV 28G-70 N.(3) AC CO R DANCE WITH THE MINIMU M HEIGHT AND YARD RED UREMENTS OF THE ZONING D ISTR ICT APPLICABLE TO NO SHELTERS ARE CURRETNLY THE SHE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAYBE PROVIDED FOR SERVICE PROPOSED THIS WILL BETAKEN MO CONSIDERATION (SCALE IDRAWN By TIH777.BY VEH ICLES NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOITMOUNTED UPON FUTURE PROPOSALS WIRELESS FACILITIES SHALL B LOCATED 14 AN AREA THAT IS.SAIDISFACTORYTO THE PLANNING BOARD UPON AS SHOWN WAS I JKM DESCRPTION REOURED EMSTNIS PROPOSED COMMENTS CONSIDERATION OFEAPACTS ONADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. 3 06101/22 CLIENT COMMENTS VVPK JVVS MINIMUM LOT DIMENSIONS RASE EQUIPMENT LANDSCAPING A SCREEN OF EVERGR FEN TREES SHALL BE PLANTED 0 UTSIDE THE FENCE 2 05/10122 CLIENT COMMENTS JCM JKM AREA 80,000 SO FT 41,346 SO FT NO CHANGE NON—COMPLIANT OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING WIDTH 150 FEET 260.00 FEET NO CHANGE COMPLIES 28T-70 N(4) PUBLIC.THE SCREEN SHALL P PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE EVERGREEN SCREENING TO BE PLANTED AROUND 1 04/05121 CLIENT COMMENTS JCM JKM L CONSIST OF A DOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF FACILITY DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM MEW REQUIRED 0 12/23/21 REVISED PER COMMENTS VVPK jws MINIMUM YARDSFRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES SURVIVABILITY OF COMPLIES FRONT 35 FEET +29.4 FEET 174+(LOWER) COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BYTHE APPLICANT FOR THE LIFE OF THE E 10/15/21 REVISED PER COMMENTS qB jws INSTALLATION. ED I 05/12/21 JREVISED PER COMMENTS WAS IJWS MINIMUM YARDS SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINMIA REQUIRED TO PROTECT THE PUBLIC ALL LIGHTS TO BE REFLECTED C 05/03/21 REVISED PER COMMENTS WAS jws SIDE 25 FEET 40.7 FEET 86't (TOWER) COMPLIES WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE UGHTING REAR 25 FEET 61.9 FEET 3 0'+ (TOWER) COMPLIES PLANS OF THOSE SffES OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXIEURES SO THAT THE LIGHT DOWNWARDS.ALL LIGHTTO BE BLOCKED BY BOTH SIDES 50 FEET 102.6 FEET 199'+ (TOWER) COMPLIES 280-70 N.(5) SOURCE IS NOT VISIBLE FR 0 M BEYOND THE PROPERTY LINE,AND NO LIGHT 6 REF LECTE D OR SHO NE PROPOSED EVERGREEN SCREENING 04129/21 REVISED PER COMMENTS WAS jws AWN TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REGURIED TO FOLLOW FAAGUIDELINES FOR COMPLIES LEV DATE DESCRIPTION DRBY BY CHECKED MINIMUM YARDS SAFETYLIGHTING. SIDE 25 FEET 40.7 FEET 47'+ (COMPOUND) COMPLIES REAR 25 FEET 61.9 FEET 8'+ (COMPOUND) NON—COMPLIANT STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE)MAND THE STANDARDS IN§280-70 HEREIN,ALL BOTH SIDES 50 FEET 102-6 FEET 127'+ (COMPOUND) COMPLIES WIRELESS FArILffES,INCLUDING GO-LOCATIONS,SHALLBE THE LEAST VISUALLYOBTRUSIVE DESIGN 280-72 AL POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS TO THAT END,THE (I)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE FOLLOWING DESIGN STANDARDS SHALL APPLYTO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR LANDSCAPE AREA 20%MAX 0% 443% COMPLIES CONSTRUCTED THAT REQURE SITE PLAN APPROVAL: OF NEW 5,8%(NEW) GO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR GO-LOCATION BY MAXIMUM LOT COVERAGE 30% 26.2% 32%(TOTAL) NON—COMPLIANT 280-72A(5) MULTIPLE PROVIDERS 0 R DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES PROVIDERS,WHEREVER POSSIBLE SCENIC LANDSCAPES AND VISTAS.ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE OF BUILDINGS OR SCREENED BYEXISTINGTREES OR BUILDINGS MUST BE SURROUNDED BYAPLANTED 2-72 A(6) BUFFER OF DENSE TREE GROWTH.AN ANTENNASUPPORT STRUCTURE THAT IS LOCATED WITHIN ASCENIC SITE NOT LOCATED IN SCENIC VISTA SO VISTA OR SCENC LANDSCAPE OR WITHIN 300 FEET OFA SCENIC ROAD,AS DESIGNATED BYTHE TOWN,SHALL COMPLIES NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHINARADLIS OF 300 FEET OF THE PROPOSED LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. K McKEON COLOR.A14TENNASUPPORT STRUCTURES INTHE FORM OF MONOPOLES OR OTHER TOWERSSHALL EITHER NEW YORK LICENSED PROFESSIONAL BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION ENGINEER-LICENSE NUMBER:095374-1 SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQURED BYTHE FEDERAL 280-72A(7) AVIATION ADMF41STRATION(FAA).IF AWIRELIESS COMMUNICATION FACILITY IS INSTALLED ONASTRUCTURE OTHER THAN ATOWER,THE ANTIENNAAND SUPPORTING ELECTRICALAND MECHANICAL EQUIPMENT MUST BE COMPILES-TOWER-TOWER TO BE PAINTED BLUE-GRAY IT IS A VIOLATION OF LAW FOR ANY PERSON, OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE UNLESS THEY ARE ACTING UNDER THE DIRECTION SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNAAND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE OF THE RESPONSIBLE LICENSED PROFESSIONAL AS POSSIBLE. ENGINEER,TO ALTER THIS DOCUMENT. ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR SITE INFORMATION: AN ANTENNA SUPPORT STRUCTURES LOCATED WITHIN ARESIDENTIAL ZONE OR HAS ONE OR MORE PROPERTY UNESA13UTTING OR ON THE OPPOSITE SIDE OF ASTREET FROMARESIDENTIAL ZONE OR USE PERMITTED 14 A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAYBES UNLESS SITE NO:ALBERTSON MARINE ADEQUATELY SCREENED FROM VIEW OF THOSE RESIDENTIAL ZONES BY EXISTING BUILDINGS OR LARGE TREES,INCLUDING EVERGREENS.THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE SCREENING BUILDINGS AND/OR TREES.IN THE ABSENCE OF AN ADEQUATE ARRANGEMENT OF EXISTING LARGE TREES OR BUILDINGSTO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 61405 MAIN ROAD BE NO MORE RE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT TWO 280-72A(9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROWATA DISTANCE TWO ROWS OF EVERGREEN TREES TO BE PROVIDED. SOUTHOLD,NY 11971 FROMTHE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HE13KF RELIEF SOUGHT AS TO HEIGHT AS NEEDED OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURrrYOF AT LEAST 10 FEET LESS THAN SUFFOLK COIGN THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MST BE USED TO FILL IN THE GAPS IN BETWEEN FOR SCREENING DURING THE TME THE TREES ARE FILLING IN AND MATURING.THE PLANNING BOARD MAY VARYTHE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC SITE TYPE: SITE CONDITIONS,AND ACCOMPUSH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL PRO PERTES.A WRITTEN GUARANTEE FROM THE WR ELE SS FACLITYS OWNER SHALL BE REQUIRED TO 150'-0°CONCEALMENT POLE ENSURE THAT THE PLANTINGS SURVIVE AND ARE MWTANIED THROUGHOUT THE EXISTENCE OF THE INSTALLATION 280-74 C.(4) ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'4Y"TO NEAREST RESIDENTIAL PROPERTY COPYRIGHT @ 2021,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED 280-74 G,(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACLITY. (SEE SHEET Z-01) THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR WASCONTO USE ONLY BY THE PARTY FOR WHOM THE ED OR TO WHOM IT 15 CERTIFIED.THIS AUST OF OTHER CARERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, WORK PY ACTR 0 280-74 C.(6) ORENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEESHEETSZ-11-Z-13) D,AWING NA NOT E C PIED,REUSED,DISCLOSED, 5 IBUTED OR RELIED UPON FOR ANY OTHER PURP05E > ANTENNA 14CLUDING THE PROPOSED WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH OJ ENGINEERING P.C., CC 280-74 C.(10) DISTANCES BETWEEN THE PROPOSED FACLfFYPND THE FOLLOWING: 280-74 C(1 D)(a) THE NEAREST RESIDENTIAL STRUCTURE I 280-74 C(10)(b) THE NEAREST PROPERTY ENE WITH ARIESIDENTIAL USE 353- STEEL TITLE: 280-74 C.(10)(c) ALL OTHER STRUCTURES 374'i < 280-74 C.(10)(d) ROADS,RIGHTS-OF-WAV,DRIVEWAYS 181'+ BULK TABLE 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE SEE SHEET Z-05 280-74 C.(12) PROPOSED MEANS OF ACCESS SEE SHEET Z-02 0 ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE SHEET NUMBER: 280-74 C.(13) STRUCTURE AT ITS WOE SET AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR UGHTNING SEE SHEET Z-08 Z-03 PC PROTECTION N N �4c h 11.13 225 �.� h r1 N Albertson Ln .. N $' W : e e 22e ra j%eNN ay`4o 4.2 3�, 2�2°� o s u �q 7.OA ° ' ��o` Greenport �Tr _ 27.7A 03 `�00,� 'A4� Sage g�v, EU Y TOWN OF d d a ,> S 11.16 � SOUTHOLD 3.8Aoa94p I \rID1 ELITE TOWERS LP (COUNTY OF SUFFOLK d '9G ,\\,e DEVELOPMENT RIGHTS) /' 1e`No G,� 0 X c� L*-.I N6� 0 9L q,W11.51 �pli� 09� SITE HamletCenter 597 " � N ® LOCATION- ®. ® o o\e� Oil Loning \Noy` N 00 .9 0� ZONING �� 1 1 ^� '��•\2 NON��`�� N � 6.3A c,' ` s LpAC o"� .tN \ 5 y ■ COUNTY OF SUFFOLK /` `5� !ti NpL N h9 �''! G G ' 0s� AHD venzon �, p0 DEVELOPMENT R/GHTSf- ap dal b 1 A C �`'NZ' 021 d�(�� 'QO B all190 0 3 cl `�' � ��•�•-��1 s •HB PROTEST YOURSELF SIGNERS NIIFICIIIN IF !� ! 1.6J 11.1 /'/ �a,, �$ '� firy ��, 4�'yt+�I�� 04�, <� �� HD IRE To RE"N T E STAR=" ARE IN ANY Know .wnzls below. 00 a Call before yo,dig. RFA 13_ N° 500'-0" FOR STATE SPECIFIC DIRECT PHONE NUMBERS 135 13 2. RADIUS LJ •i�"��, _ _ �0' LB wsiT_www CALLA coM 1.7 C ��NE / • J �"f J� SCALE, DRAWN IF CHECKED Br: 18) 11.2 0 �' '�� Q 1.1�',o ( ) 1 147s �� L LI AS SHOWN WAS JKM ! �7 Q 3 06/01/22 CLIENT COMMENTS WPK WS 1.4A A tS'j � �. � L I O 2 05/10122 CLIENT COMMENTS JCM JKM A 7 1 �9 48b�! 'il Ra 1 04/05/21 CLIENT COMMENTS JCM JKM 1^^ t1 E`IN `O t�OI .�, M1 0 12/23/21 REVISED PER COMMENTS WPK JWS 51 s 2.3A(c ^^pp ) / � N wJ�` � v/!\,\'� E 10/15/21 REVISED PER COMMENTS GJB JWS COUN / Mil D 05/12/21 REVISED PER COMMENTS WAS JWS OF S FOL TOWN ckey Creek Dr 0 0,25 Q.5 C 05/03/21 REVISED PER COMMENTS WAS JWS !j �'�� v' (� MilR-40 B 04/29/21 REVISED PER COMMENTS WAS JWS , 0� ' DRAWN CHECKED Q, REV DATE DESCRIPTION BY BY 0courrrr I rl�� P;re A R-80 OF 77 1 SUF Custer Ave RO `L Budd's Pond �O� � jE OF NEfy _�g—� N ParlSll r yt"vKnkYOy ,00 10 (UNDERWATER LAND( �'� v RR " qn o y .0 �C cho T v rt 0 Q n c Q ,� Sln R / q�cssio 4 *- a� ` 4 ��' ,d' /.oma c15► `°` a 2 � 150S I Rd V( Q _� L1► �1 J JEREMY IY K McKEON _ �� }\` m �C M� NEW YORK LICENSED PROFESSIONAL Py9 n r� / '�9` , ,^� 16 TO �F Su l� y` CJ�`` O y ry ,�F `I ENGINEER-LICENSE NUMBER:095374-1 V 4j 1 t,o1 di a S r �� Q-/`�~. i I_.. IT IS A VIOLATION OF LAW FOR ANY PERSON, �� ,� ^�^� �j ` ' �+ N Bayview Rd Ext UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL DP �N � a O .� 21 15 a1'�e y N Bayview Rd NGINEER,TO ALTER THIS DOCUMENT. Q "Ch ,3)o 13.1 'W ,^ d �, C—) berty�h dee SITE INFORMATION: OID se ct2t 8 je r 28 U Gds Rd o waraOr a SITE NO:ALBERTSON MARINE 6 ^� ,,� `N0` 22, Or- 2.5A(c) o 0 o0 ,os ,5 14 CANAL>�7s s�°R N5S '"o >�a 61405 MAIN ROAD 1.SA(c) 15� 225 m c, SOUTHOLD,NY 11971 �^ h, ,?s �,00^ jos „ee5 „o `rt'( �y� 700 30 r� Q a Uj Cedar Beach O,� �1h ,? ,3z �24� j ti.5 w�a� F 1�� v SUFFOLK COUNTY SITE TYPE: Water Te Orchard Ln 150'0"CONCEALMENT POLE .� � . �-- COPYRIGHT©2011,AZAIENGINEERING P.C..LLC ALL �•• RIGHTSTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 3 AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE NOTE: Map Prepared by WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS NJ DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, Town of Southold Geographic Information System DI1THIBUTED ORTHE RELIEDPON FOR ANY OTHER PURP05E ZIYUTH HU ENGINEERING P.C.,LLC. 1. PARTIAL ZONING MAP IS BASED ON ZONING July 29,2016 MAP PREPARED BY THE TOWN OF SOUTHOLD Suffolk County Real Property Tax Service Agency SHEET TITLE: z GEOGRAPHIC INFORMATION SYSTEM DATED AREIS and Tax Map Copyright 2016, Q County of Suffolk,NY ZONING INFORMATION 07/09/16. Z 0 SHEET NUMBER: 1 PARTIAL TAX MAP GRAPHIC""" N.T.S. 2 ZONING MAP RAP""5`ALF, N.T.S. Z-04 (IN FEET) (IN FEET) Q 741 c, A*% lowY # NZI - - AF ILI r+ ♦♦ 10 ow lrt ' r _ - _ y' . • ` • - .io3�` �. 4; -40 Port • y � fl ... e n A& House . . .. F • • 3 �14 Gr le upp y Hers'n-SuitesEICAVATONS EURFAHE ANYWHERE N ANY—TE - 171 3 star(Ki1e� - > OW Callblf.leyo'dig. FDR STATE SPECIFIC DIRECT PHONE NUMBERS V1517 WWWCALL811 COV NL W-w ME Im " • �� 1 1 ®®® ritson, an 90 ♦ .+ Y ° 61405 MAIN ROAD SOUTHOLD,NY 11971• r,d SUFFOLK COUNTY SITE TYPE: 150'-0"CONCEALMENT POLE oa�ry �• � r RESERVEDCOPYRIGHT @ 2021,AZINIT-ITH ENGINEERING P.C.,LLC ALLRIGHTS p Google SHEET TITLE: 200'RADIUS PLAN SHEET NUVBER� 200'RADIUS PLAN Z-05 NEE NZ I M U T'--` o ■ ■■■■■■■■■■■■■■®■■■■■ ■■■■■■■■■■■�■■ -t'fes t-- �" E N G I N E E Fl I N C P.( - ELITE�TOWERS LP -� SOUTHOLD �,- ■■ ■ ■■■■� ■■■■■■■■■■■■■ PROPOSED 150' ■■ ligill CONCEALMENT POLE ®® ■®�■ ■�®■ ■■■■■■■■■■■■■ ■■id '- r r ■ 1111A venzon 15111 X ■■■■■ '! ■�■■■■■■■ ■■■ ■■ ■ PROTFc RE�oR AnoN OT a PARN�=,os°�NERs oR sNTE RN mENEaATE F!a Nt Kno w,beloW. * 0 k D Dl r• ; DRlIbTATFVsPgaWW CALL PHONE NUMBERS �` 3pOr � +'`� 45 SECTION ROA " �55��'ss` VISIT-wwwcALLa,,FOR ■■■■■ �a `il�■� � ■�■■ RADIUS Tp NEAREST INTER f p re. DRAWN BY ar: J AS SHOWN WAS KM 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10122 CLIENT COMMENTS JCM JKM . ..�. ��•• Ilk � �.�'� I 04105/21 CLIENT COMMENTS JCM JKM ■■■®� ■ ® ■ - �p ` �' 0 12/23/21 REVISED PER COMMENTS WPK JWS uJi � O O ONXp- a -4 •. _ E 10/1GJ /21 REVISED PER COMMENTS B JWS � yl. �r Jr, D 05/122/21 REVISED PER COMMENTS WAS fWS y Nil J �` -...• - C 05/03/21 REVISED PER COMMENTS WAS JWS !— y 1_ B 04/29/21 REVISED PER COMMENTS WAS JWS i�■■■��■■■■■ �I O _ �'S I•' . _ DRgWN CH BYKED REV DATE DESCRIPTION tc ■■■ NONE■ ■ pI° - AJ -4 —7.. _ - OF NE ME■■ ONE ■ ■ No 0■ m � � EMEMEM ■ MEMNOMME Ii t z `" �s JE '9 K McKEON MEMNON■■ MEMNOMME■ _r r� NEW YORK LICENSED PROFESSIONAL �Q ` ENGINEER-LICENSE NUMBER:0953741 E NEE MEMNOMME■ ��►- _C ---- - IT IS A MY AOF LAW FOR ANY PERSON, � -.-- -,- ---� UNLESS THEY ARERE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL .!. ENGINEER,TO ALTER THIS DOCUMENT. ■® ■ MEEEMEMEMEM■ m LEGEND SITE INFORMATION: ■ No■ MEMEMEME� R-so-PARKS s RECREATION M-II-MARINE II SITE NO:ALBERTSON MARINE �■ No■ ■ NEE SOUT MAIN ROAD UTHOLD,NY 11971 MOMMEMEM■ ■■ SUFFOLK COUNTY SITE TYPE: NONE■■ ■■ ®■ 150'-0"CONCEALMENT POLE NONE■■ mommmR 40 RESIDENTIAL COPYRIGHT©20'51,AZDIUTHENGINEERINRIGHTS RESERVED THIS G ANR ALL THE INFORMATION CONTAINER HEREIN IS _ AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE a' WORK WAS CONTRACTED OR T NOTE: O WHOM IT IS CERTIFIED.THIS SAL P b- DRAWING MAY NOT DE COPIED,REUSED,DISCLOSED, No� ■ oISTRIRUTEo OR RELIED uaFOR ANY OTHER PURaosE > WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH CC AERIAL IMAGE BASED ON ENGINEERING Nc P.c.,LLC. IMi GOOGLE MAPS DATA 2019 w * ■ MORSHEET TITLE: VICINITY PLAN z z a z 0 INN., 4 1 SHEET NUMBER: 1 VICINITY PLAN GRAPHFEET)E N.T.S. os Z-06 (IN FEET) Q r1 N N N 0 N \-71KA1 1TN-4 6 §: Albertson Marine Abutters List O Y ELI' TOWERS LP District Section Block Lot Owner Owner's Address 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 M SOUTHOLD 1000 56 1 11.2 Angela Norton 610 Pond Avenue,Southold,NY 1971 _ 1000 56 1 1 l.b Angela Norton 610 Pond Avenue,Southold,NY 1971 � P 1000 56 1 1 1.1 1 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.12 Angela Norton 610 Pond Avenue,Southold,NY 1971 venzon 1000 56 3 13.3 Angela Norton 61025 Route 25,Southold,NY 11971 1000 56 3 14 New York Telephone Co. 60975 Route 25,Southold,NY 11971 , PR IFI RE°oRSEnoN OF NaRS DESIGNERS,0 ANY INE RNIRO111N ANY EAR'PERSON 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25,Southold,NY 11971 K.--w,below. Call berore yo,dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS 1000 56 3 1 Main Road Brokerage LI,LLC 61505 Route 25,Southold,NY 11971 VISIT:WWW CALLS1,FOR SCALE, DRAWN BY: CHECKED BY: 1000 56 3 2 Emmanuel&Toula Leodis 61575 Route 25,Southold,NY 11971 AS SHOWN WAS JKM 3 06/01/22 CLIENT COMMENTS WPK JWS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 2 05/10/22 CLIENT COMMENTS JCM JKM 1 04/05/21 CLIENT COMMENTS JCM JKM 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 o I2/23/21 REVISED PER COMMENTS wPK Jws E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 REVISED PER COMMENTS WAS S JW 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 11971 C 05/03/21 REVISED PER COMMENTS WAS Jws B 04/29/21 REVISED PER COMMENTS WAS JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 REV DATE DESCRIPTION DRAWN CHECKED BY BY 1000 56 5 7 Margaret Dato 445 Budds Pond Road,Southold,NY 11971 1000 56 5 8 Ecka Grando 545 Budds Pond Road,Southold,NY 11971 t'E�OF NIFW 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 11971 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road,Southold,NY 1 1971 ' ERE K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY 11971 of THE REEK,T aAL U ENSSO OCU EssIONAL ENGINEER,TO ALTER THIS DOWMEN T. 1000 56 6 1.1 Eli Green&Dalton Route 25,Southold,NY 11971 SITE INFORMATION: 1000 56 6 1.2 Suffolk County 61330 Route 25,Southold,NY 11971 SITE NO:ALBERTSON MARINE 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25,Southold,NY 11971 61405 MAIN ROAD SOUTHOLD,NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 SUFFOLK COUNTY SITE TYPE: 150'-0"CONCEALMENT POLE COPYRIGHT©2011,AZIMUTH ENGINEERING P.C..LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 3 AUTHORIZED FORUSE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS NJ DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, DI5TRIBUTED OR RELIED UPON FOR ANY OTHER PURP05E WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH OF ENGINEERING P.C.,LLC. CC OF SHEET TITLE: z Q 200'&500'PROPERTY OWNERS LIST z 0 f777BER, 1 PROPERTY OWNERS LIST Z-07 EST NOTES: IT PROPOSED TREE(TYP OF 34±) PROPOSED V-0"x 10'-0"PREFABRICATED (EMERALD GREEN ARBORVITAE G-0"TALL MIN.) \`! I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. N EQUIPMENT PLATFORM WITH HANDRAIL PLANTED IN STAGER PATTERN TO CREATE 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND SURVEYING P.C.SIGNED KIT ELEVATED T ABOVE GRADE ON N MAXIMUM CONCEALMENT BY ELITE o BY STEPHEN E.RAVN P.E.L.S.LICENSE NO.49664&DATED 10/24/18) ( ) 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER&ELITE PRIOR TO CONSTRUCTION. CONCRETE PIERS (SEE DETAIL 9,SHEET Z-12) 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL (SEE DETAILS I&2,SHEET Z-17) ANALYSIS.TOWER DESIGN TO BE BY OTHERS. PROPOSED MESA CABINET(BY 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. ELITE)TO BE INSTALLED ON `�Z I M U T H 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND H-FRAME AND ELEVATED ABOVE S PROVIDED A REPORT. FLOOD ELEVATION ENGINEERING P.C. 6 O \` PROPOSED UTILITY H-FRAME (TYP.OF 2)(SEE DETAIL 5,SHEET Z-17) ELITETOWERS LP PROPOSED H-FRAME MOUNTED ......Epi TRANSFORMER(BY ELITE) �y SOUTHOLD PROPOSED POWER CONDUIT I,} P1; �/V V ROUTED ETBANK DER BORANSFORMER TO V (SEE DETAIL 1,SHEET Z-12) �l%�jT� PROPOSED FIRE DISTRICT CABLE BRIDGE � 1� q � 10'-0"A.G.L.(SEE DETAIL 4,SHEET Z-14) venzon)t PROPOSED VERIZON WIRELESS � UTILITY METER MOUNTED IN �\------------- L OPEN SOCKET(BY ELITE) PROTECT YOURSELF FUTURE CARRIER FUTURE CARRIER SURFACE FEWHER ND Hen PON E O RIHR TOsISNERsDE R E E PE SON EQUIPMENT AREA EQUIPMENT AREA �K EHE EARms RE�ANYWHERE IN ANY STATE \ d w KnCall b s below, Call STAT y°u a g. FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK VISIT_WWW.CALLa,,COM WITH DISCONNECT(BY ELITE) ICILE, DRAWN BY: CHECKED BY: TO BE INSTALLED ON H-FRAME AND AS SHOWN WAS JKM w ELEVATED ABOVE FLOOD ELEVATION � / 3 06/01/22 CLIENT COMMENTS WPK JWS PROPOSED FIRE DISTRICT CABLES ROUTED ON ~ PROPOSED 12'-0"WIDE ACCESS 2 45/10/22 CLIENTCOMMENTS JCM JKM PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES — PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6'-0")(BY ELITE) 1 04/05/21 CLIENTCOMMENTS JCM JKM C? ROUTED ON PROPOSED CABLE BRIDGE TO TOWER �� EQUIPMENT TO PROPOSED TOWER(TYP OF 1) / w (SEE DETAIL 1,SHEET Z-13) 0 12/23/21 REVISED PER COMMENTS WPK JWS (TYP OF 4 PER SECTOR,12 TOTAL) I w E 10/15/21 REVISED PER COMMENTS GJB Jws PROPOSED VERIZON ANTENNAS&EQUIPMENT D 05/12/21 REVISED PER COMMENTS WAS JWS �— (BY VERIZON WIRELESS)WITHIN PROPOSED C 05/03/21 REVISED PER COMMENTS WAS JWS ————— CONCEALMENT POLE(SEE SHEET Z-09) w 04/29/21 REVISED PER COMMENTS WAS JW$RBEV DATE DESCRIPTION DRAWN CHECKED BY BY V L PROPOSED 150'MULTI-SECTION w Z 11 I MULTI-SIDED RADOME ~ I CONCEALMENT TOWER(BY ELITE) w PQ��oFNEwp 1(2,4 ROPOSED 70'-0"x 35'-0" 50 SQ.FT.)EQUIPMENT SQ.FT.)EQUIPMENT I COMPOUND(BY ELITE) FUTURE CARRIER ro I MM EQUIPMENT AREA NEW K McKEON NEW YORK LICENSED PROFESSIONAL -------------- ----- - ------ E T E T E ET -E-T 0 T E E T E T ET ENGINEER-LICENSE NUMBER:095374-1 i E IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL 70'-0" ENGINEER,TO ALTER THIS DOCUMENT, PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE(BY ELITE) SITE INFORMATION: (SEE DETAIL 1,SHEET Z-13) w 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&8'-6"TALL MESA CABINET TO PROPOSED PPC&TELCO CABINET ON 61405 MAIN ROAD STEEL CANOPY(200SQ.FT.)IN A 10'-0"x 20'-0"LEASE AREA(200 SQ.FT.) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) w SOUTHOLD,NY 11971 (SEE SHEET Z-09) SUFFOLK COUNTY EXISTING BUILDING w SITE TYPE: 150.0 CONCEALMENT POLE A COPYRIGHT©2,121,AZIDIUTH ENGINEERING P.C..LLC ALL FOE RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE a PROPOSED VERIZON WIRELESS UNDERGROUND WORK WAS CONTRACTEDOR TO WHOM IT IS CERTIFIED.THIS NJ DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, POWER&TELCO CONDUIT ROUTED FROM UTILITY DSTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH w POLE TO TRANSFORMER&MESA CABINET ENGINEERING P.C.,LLC. C 0 w SHEET TITLE: z COMPOUND PLAN z 0 OU 1 4 0 4 g SHEET NUMBER: m 1 COMPOUND PLAN (SRA NHEEETI�E SCALE:1/4"=1'-0"FOR 22x34"DRAWINGS Z-08 - Q SCALE:1/8"=1'-0"FOR 11"x17"DRAWINGS I )I r1 N N N N tv _ YE N NZ I M UT'--` FUTURE CARRIER ENGIN EEFiING PC Y EQUIPMENTAREA� PROPOSED 150'MSS ULEE TI-SECTION CONCEALM NTLTOWER(BYDELLIITE) / ar ELITE�TOWERS LP Wt"� SOUTHOLD PROPOSED VERIZON WIRELESS 24"0 CONCRETE PIER(TYP OF 6)(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED 2'-0"ABOVE PROPOSED CANOPY (TYP OF 4)(SEE DETAIL S,SHEET Z-15) venzon PROPOSED VERIZON WIRELESS STEEL CANOPY(ABOVE) PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), PROTECT YOURSELF DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6, a1-N 01 C-TORS PLL SDESIGNERS,R ANY PERSON ERS N PROPOSED VERIZON WIRELESS WORK LIGHT SHEET Z-15)&TRIPLEXER(TYP.OF I PER SECTOR,3 TOTAL) s FA ANYw"FRE IN ANY STATE (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) Know .w,below. R Call berore yoN dig. 100, FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT_WWW.CALLS11.FOR / F_ PROPOSED VERIZON PROPOSED VERIZON WIRELESS SCALE. DRAWN BY: CHECILED BY: WIRELESS BATTERY CABINET EQUIPMENT CABINET AS SHOWN WAS JKM (SEE DETAIL 1,SHEET Z-15) (SEE DETAIL I,SHEET Z-15) 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS JCM JKM I \ \ 1 04/05/21 CLIENT COMMENTS JCM JKM YYY PROPOSED VERIZON WIRELESS CABLE 0 12/23/21 REVISED PER COMMENTS WPK JWS PROPOSED VERIZON WIRELESS � RRH RRH RRH RRH BRIDGE(SEE DETAIL 4,SHEET Z-14) E 10/15/2I REVISED PER COMMENTS cJB Jws DISCONNECT SWITCH MOUNTED D 05/12/21 REVISED PER COMMENTS WAS Jws TO PROPOSED H-FRAME PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES C 05/03/21 REVISED PER COMMENTS WAS Jws ROUTED ON PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR,12 TOTAL) B 04/29/21 REVISED PER COMMENTS wW Jws REV DATE DESCRIPTION oRBY STBY BY BYY L_ Of OF NEK. +I K O � 03� O JE 'EEK McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 O IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEYARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SITE INFORMATION: SITE NO:ALBERTSON MARINE PROPOSED VERIZON WIRELESS UNDERGROUND 1 POWER&TELCO CONDUIT ROUTED FROM UTILITY 61405 MAIN ROAD POLE TO TRANSFORMER&MESA CABINET (SEE DETAIL I&2,SHEET Z-12) SOUTHOLD,NY 11971 O SUFFOLK COUNTY 20'-0"± SITE TYPE: L / L -I 150'-0"CONCEALMENT POLE / PROPOSED VERIZON WIRELESS 42"TALL HANDRAIL T T T T T T T T COPYRIGHT©2021,AZDIUTH ENGINEERING P.C..LLCALL PROPOSED VERIZON WIRELESS WORK LIGHTY / RIGHTS RESERVED s (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) E E E E E E E E E E E THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 3 AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WDRK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS NJ DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, DI5TRIBUTED OR RELIED UPON FOR ANY OTHER PURP05E > / WITHOUT THE ERPRESS WRITTEN CONSENT OF AZIMUTH HT - ENGINEERING P.C.,LLC. CC � / wi / SHEET TITLE: OP PROPOSED VERIZON WIRELESS POWER&TELCO CABINETS MOUNTED ON PROPOSED HANDRAIL EQUIPMENT PLAN SE 0 f777BER, r7 (l m 1 EQUIPMENT N'I'PLAN GR.aIN FE sc.)ALe 2 I 2 SCALE:3/4"=1'-0"FOR 22"x34"DRAWINGS Z-0 J ?�C (IN FEET) Q SCALE:3/8"=I'-0"FOR 11"s17"DRAWINGS r1 PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA ' N MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE N (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) � O O PROPOSED CONCEALMENT POLE ANTENNA �o�'i3 PROPOSED CONCEALMENT POLE ANTENNA y MOUNT(COMMSCOPE PART NO.MTC373I9) y MOUNT(COMMSCOPE PART NO.MTC373I9) NZ I M U T I-1 rt< (TYP OF 2 PER SECTOR,4 TOTAL) rt< (TYP OF 2 PER SECTOR,4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECTOR, 'A (SEE DETAIL 5,SHEET Z-I5 3 O� ENGINEERING RC 6 O ) G�O (SEE DETAIL 5,SHEET Z-15) 3 TOTAL)(SEE DETAIL 6,SHEET Z-15) Y ti y PROPOSED 40"DIA. _ PROPOSED 40"DIA. PROPOSED 40"DIA. MULTI-SECTION-MULTI-SIDED MULTI-SECTION-MULTI-SIDED S�G� MULTI-SECTION-MULTI-SIDED SGC RADOME CONCEALMENT POLE RADOME CONCEALMENT POLE �e�P �� RADOME CONCEALMENT POLE �e�P�>�� ELI7 E TOWERS LP POW— PROPOSED 6"0C I PROPOSED 6"0�� C2 IiRp r MAIN PIPE MAST @� 04 SC ^I MAIN PIPE MAST -o oy /� A SOUTHOLD 0 0 — OR O o 0 0 eo 90 BI B2 ■ venzon PROTECT YOURSELF PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA �REs°ENERs,oRYPERsoN MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE , JRFAEE ANYWDERTE N aNr sraEK (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) PROPOSED 6"Q)MAIN PIPE MAST Know-,below. (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) Call b,f.,eyo,dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA vI51T_WWW.cALLBt1.coM MOUNTED WITHIN CONCEALMENT POLE Q MOUNTED WITHIN CONCEALMENT POLE SCALE, DRAWN BY: CHECKED BY: (TYP OF 2 PER SECTOR,6 TOTAL) O�J�� (TYP OF 2 PER SECTOR,6 TOTAL) AS SHOWN WAS JKM (SEE ANTENNA SCHEDULE ON THIS SHEET) P��` (SEE ANTENNA SCHEDULE ON THIS SHEET) 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS JCM JKM 1 04/05/21 CLIENT COMMENTS JCM JKM 0 12/23/21 REVISED PER COMMENTS WPK JWS E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS B 04/29/21 REVISED PER COMMENTS WAS JWS REV DATE DESCRIPTION DRAWN CHECKED BY BY 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'-1"A.G.L. GR A �.E N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2"A.G.L. GR�NFEET) N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS G7,,E� E N.T.S. lE OF NI °2 m q�is IOC P4 L ANTENNA SCHEDULE NEW YORK K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 PROPOSED ANTENNA AND RRU CONFIGURATION T IS^ IAE OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ANTENNA ENGINEER,TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT.CL. RRU S TE NFORMAT ON: SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV.(FT) CONFIGURATION STATUS SITE NO:ALBERTSON MARINE a Al 1 MX06F IT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 601 RRH B2/B66a NEW 61405 MAIN ROAD a RRH 135/B13 SOUTHOLD,NY 11971 a A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' RT-8808-77A NEW SUFFOLK COUNTY B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW SITE TYPE: a 150'-0"CONCEALMENT POLE ~ RRH 135/613 CID B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' NEW RT-8808-77A COPYRIGHT©'_021,AZIb[LTH ENGINEERING P.C..LLC ALL RIGHTS RESERVED a C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW A HOARD AND ALL THE INFORMATION CONTAINED HEREIN IS 3 FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS r7 DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, DI5TRIBUTED OR RELIED UPON FOR ANY OTHER PURP05E RRH 135 B13 WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH C a C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW DINEERI"D PC,LLC. W RT-8808-77A SHEET TITLE z Q ANTENNA PLANS& ANTENNA SCHEDULE z 0" SHEET NUMBER: Z-10 m Q NTOP OF PROPOSED FIRE OF PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNAS • ANTENNA MOUNTED AT TOP OF EL=164'-10"±A.G.L. N CONCEALMENT POLE(TYP OF I) o (SEE SHEET Z-16) N PROPOSED Y-0" TALL PIPE MOUNT(TYP OF 2) A PROPOSED FIRE DISTRICT "\Z EQUIPMENT(SEE SHEET Z-16) E TOP OF PROPOSED Y TOP DIAMETER OF RADOME CONCEALMENT POLE MULTI-SECTION MULTI-SIDED EL=150'-0"±A.G.L. CONCEALMENT POLE=40" PROPOSED VERIZON WIRELESS ANTENNA I I ELITE�TOWFRS LP PS�..< ano,,•. PROPOSED ANTENNA MOUNTED WITHIN CONCEALMENT POLE _ CENTERLINE=146'-I"±A.G.L. (TYP OF 2 PER SECTOR,6 TOTAL) - (SEE DETAIL 1,SHEET Z-14) IIR PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) I PROPOSED ANTENNA � T 0 (SEE DETAIL 5,SHEET Z-15) I 11 CENTERLINE=141'-2"±A.G.L. LD jLBOTTOM OF ANTENNA SECTION f P- EL=138'-0"±A.G.L. 11 IF] I III I FUTURE ANTENNA ■ 111 11 CENTERLINE=132'-0"±A.G.L. venz%p" II I II II j.BOTTOM OF ANTENNA SECTION PROTECT rouRSELF EL=126'-0"±A.G.L. � TI"Es°1NERs:oF' PERSON ARIU1 T"ISRERa T"E EaRms Lu MIRdl IN A r 9TRTE r K"ow .w,below. Z Call before yo"dig. 11111 - U~ FOR STATE SPECIFIC DIRECT PHONE NUMBERS o Z FUTURE ANTENNA VISIT_www CALLS1,COV 0 CENTERLINE 120-0A.G.L. N Q = ' "± SCALE. DRAWN BY: CHECKED eY: 11 O U AS SHOWN WAS JKM CL w III � 3 06/01/22 CLIENT COMMENTS WPK JWS ,LBOTTOM OF ANTENNA SECTION d 2 05/10/22 CLIENT COMMENTS JCM JKM EL= 114'-0"±A.G.L. I 1 04/05/21 CLIENT COMMENTS JCM JKM 0 12/23/21 REVISED PER COMMENTS WPK JWS E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 REVISED PER COMMENTS WAS JWS 111 _ FUTURE ANTENNA C 05/03/21 REVISED PER COMMENTS WAS JWS CENTERLINE=108'-0"±A.G.L. B 04/29/21 REVISED PERCOMMENTS WAS JWS EC VIII 11 REV DATE DESCRIPTION DRAWN CHKED BY BY 01L FJ PROPOSED FIRE DISTRICT CABLES ROUTED BOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE F,WEL=102'-0"±A.G.L. DISTRICT ANTENNAS(TYP OF 1) OF y L III y'SPV KNEW "f j111 11 FUTURE ANTENNA CENTERLINE=96'-0"±A.G.L. 1 PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON Fjj PROPOSED CABLE BRIDGE TO TOWER(TYP OF 4 PER SECTOR,12 TOTAL) JE '_EK McKEON J.BOTTOM OF ANTENNA SECTION PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 NEW YORK LICENSED PROFESSIONAL F-FEL=90'-0"±A.G.L. I TOTAL)(SEE DETAIL 2,SHEET Z-14), ENGINEER-LICENSE NUMBER:0953741 DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-15)&TRIPLEXER (TYP.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) T Is n vI Y AARE ROF LAW FOR ANY PERSON, I III I UNLESS THEY ACTING UNDER THE olREcrloN OF THE RESPONSIBLE LICENSED PROFESSIONAL FUTURE ANTENNA T6 ENGINEER,TO ALTER THIS DOCUMENT. BASE DIAMETER OF RADOME III CENTERLINE=84'-0"±A.G.L. qY/ MULTI-SECTION MULTI-SIDED 1 SITE INFORMATION: CONCEALMENT POLE=40" 1 11 2'-0 PROPOSED 1 "WIDE ACCESS GATE(TYP OF 2 x 6'-0")(BY ELITE)(SEE DETAIL 1,SHEET Z-13) I SITE NO:ALBERTSON MARINE TOP OF BASE POLE BOTTOM OF ANTENNA SECTION PROPOSED MESA CABINET(BY ELITE) EL=78'-0"±A.G.L. EL=78'-0"±A.G.L. PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0"x 6'-0" 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) SOUTHOLD,NY 11971 BRIDGE(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) SUFFOLK COUNTY PROPOSED VERIZON WIRELESS SITE TYPE: STEEL CANOPY(ABOVE) PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) All— TOP OF VERIZON WIRELESS GPS UNIT I PROPOSED 8'-0"X 10'-0"PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL 150'-0"CONCEALMENT POLE EL=13'-6"±A.G.L. PROPOSED VERIZON WIRELESS GPS KIT ELEVATED T ABOVE GRADE ON CONCRETE PIERS TOP OF VERIZON WIRELESS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED (SEE DETAILS 1&2,SHEET Z-17) CANOPY(SEE DETAIL 3,SHEET Z-15) COPYRIGHT©2021,AZBICTH ENGINEERING P.C..LLCALL EL=I I'-6"±A.G.L. - - TOP OF FIRE DISTRICT EQUIPMENT CABINET RIGHTS RESERVED z� THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS EL=I0'-0"±A.G.L. AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHHV THE HT PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& WLBD AWING GAY ANCiOT°BE OR OPIED,REUSED DISCLOSED rws BATTERY CABINET(BEYOND)(SEE DETAIL 1,SHEET Z-15) TOP OF VERIZON WIRELESS CABINET DITHIoPTEDTHE OREzaRIE°UPON FOR cANY E°of azlMu°NE CC EL=9'-8"±A.G.L. ENCINEEBINc ENP.C.,LLC. 0 PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE X,y, O O TOP OF CHAIN LINK FENCE] SHEET TITLE. z (BY ELITE)(SEE DETAIL 1,SHEET-13) < EL=6'-0"±A.G.L. ELEVATION GRADE EL.=0'-0"AGL BOTTOM OF ALL EQUIPMENTS 0 5'-0"AMSLISE EL=T-0"±A.G.L. SHEET NUMBER: 02 1 SOUTHEAST ELEVATION GRAPHIC scnLe s 0 5 10 SCALE:3/16"=1'-0"Fox zl"x34"DRAWINGS Z-11 Q pN EEEIR SCALE:3/32"-1',0"FOR 11"x17"DRAWINGS FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS 2'-0"± i EXISTING GRADE AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS- OR ONDITIONS OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER U " N i 111 N -- 0 2'-4"* 2'-4"* WARNING TAPE WARNING TAPE � c- O� � C � � � ��O�U O � O� � C WARNING TAPE 'AZIMUT AT ------------ ___________________________ ______________________ _-_--_-_-_-_-_-_-_-_--_-_ TRENCH ----------------- -_-- -_-------_-- o O COMPACT FILL(90%)OR 22 ---- ------ -- N AS PER UTILITY COMPANY UNDISTURBED SOIL o Z _____ _ UNDISTURBED SOIL Q REQUIREMENTS N _ ---- ----_—- = N - -------------- - — ELITE TOWERS LP —-—--— ———————— ----—-- --- _ - CLEAN FILL(COMPACTED - __ - CLEAN FILL(COMPACTED _ -III =- = IN 12"CONTROLLED LIFTS) ° -III =- -- IN 12"CONTROLLED LIFTS) I1I 6" 6 6' 6" - UNDISTURBED SOIL 0 0 -111 1 MIN MIN - - MIN MIN - - 0 I I I 0000 I saurHoLa SO CLEAN SAND CLEAN SAND � P�[ III II IIJY�::::III III (I)2"PVC ELECTRIC CONDUIT 4"0 SCH 40 TELCO CONDUIT I-0- CLEAN SAND SUITABLE (I)2"PVC TELCO CONDUIT 2 4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE MIN FOR CONDUIT BEDDING � NOTE: NOTE: (2)4"PVC TELCO CONDUIT venzon- 1. NOTE: 2"O SCH 40 PVC ELECTRIC CONDUIT MINIMUM SEPARATION PER TELCO AND 1. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. 1. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL.COMPACT IN 8"LIFTS.REMOVE ANY LARGE ALLAT—'p YOUR CAno"OF ROCKS PRIOR TO BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G a PARREs,OIDISTIR°R E"EARms" 1 DEMARC TO SHELTER TRENCHING DETAIL "R'""s°^LE N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL "R'"'"SG^LE N.T.S. UTILITIES PRIOR TO DIGGING. RFA ANYWHERE IN""r STATE QNFEET) (IN FEET) Know .w,bel0W. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G Call before y"u dig. MATCH EXISTING TRENCHING. EOR STATE SPECIFIC DIRECT PHONE NUMBERS EXISTING MATERIAL&GRADE RIGID STEEL CONDUIT RIGID STEEL GRADE EXPANSION COUPLINGS CONDUIT PLUG A DRAWN BY: cH ECKED BY: 3 JOINT SERVICE TRENCH DETAIL "�IIIQNCE T) N.T.S. As SHOWN was JKM NEE p .III-III- 3 06/01/22 CLIENT COMMENTS WPK JWS --------- CLEAN BANK RUN GRAVEL. :o GRADE 2 05II0/22 CLIENT COMMENTS JCM JKM BACKFILL WITH NO STONES 3/4"GRAVEL STONE 1 04/05/21 CLIENT COMMENTS JcM JKM N U-U UU__U U_II GREATER THAN 6".COMPACT 3/4"CRUSHED STONE 0 12/23/21 REVISED PER COMMENTS WPK JWS TO 95%MODIFIED PROCTOR. \\\/ /U %\/% N z ASTM C33,SIZE NO.7 E 10/15/21 REVISED PER COMMENTS GJB Jws ---- - YELLOW WARNING TAPE v - MARKED"CAUTION-GAS MAIN" t6"WIDE UTILITY WARNING TAPE D 05/12/21 REVISED PER COMMENTC05/03/21 REVISED PER COMMENTS WAS JWS_ Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B04/29/21 REVISED PER COMMENTS WAS JWS TRACER WIRE(SEE NOTE#3) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o REV DATE DESCRIPTION DRAWN CHECKED BY BY I III 112-1011 I 11 = MINIMUM 1.5"I.D.PE PIPE NOTE: I RIGID STEEL CONDUIT <E OF NEK.r� 1. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. PVC PIPE COMPACTED SUBGRADE SYNvK r! 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTE: RIGID STEEL TO PVC ADAPTER 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 1. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C.SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL0 3• /7 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.80GR^PFIC SCALE 4. SPLICE BETWEEN STEEL GAS PIPE&PE PIPE TO BE THREADED. h GRAVEL COMPOUND DETAIL (INELED N.T.S. JE`� K McKEON NEW YORK LICENSED PROFESSIONAL 4 GAS TRENCHING DETAIL GR 11N1EE`_^LF N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STU&UP "R^PH E-E.-F N.T.S. NOTE: ENGINEER-LICENSE NUMBER:0953741 QN FEET) (IN FEET( IC I. PROVIDE 3"LAYER OF MULCH AS SPECIFIED IT IS A AS of LAW FOR ANY PERSON, OVER ENTIRE WATERING SAUCER AT ALL EMERALD GREEN ARBORVITAE UNLESS THE TEr ARE ACTING USED THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL TREE PITS OR OVER ENTIRE TREE BED. C-0"IN HEIGHT MIN. ENGINEER,TO ALTER THIS DOCUMENT. = 2. PREPARED BACKFILL MIXTURE:I PART PEAT, CONCRETE CAP I PART HUMUS,I PART PARENT SOIL. SITE INFORMATION: BACKFILL SHALL BE THOROUGHLY MIXED. II 2 STRANDS NO.12 GA.GALV. 6"O SCHEDULE 40 CARBON WATER IN 12:LIFTS DURING PLANTING. ANNEALED STEEL WIRE-TWISTED SITE NO:ALBERTSON MARINE STEEL PIPE WITH YELLOW I IN NEW RUBBER HOSE SLEEVE FILLED WITH CONCRETE 11 w w 2 STRANDS DOUBLE 61405 MAIN ROAD PROPOSED TIMED LIGHT(RB P/N STL360H) H I WRAPPED AND TWISTED SOUTHOLD NY 11971 O �(TYP OF I PER ICE CANOPY POST,TOTAL OF 4) � ' M O z_ SUFFOLK COUNTY GRADE,PAVEMENT OR Q I CIRCLED WATERPROOF TREE WRAPPING FINISHED GRADEz PAPER 4"WIDE,50%OVER LAP.TIED WITH 2f Q STOUT HEMPCORD AT TOP OF BALL AND SITE TYPE: CUT&REMOVE BINDING FROM K AT HEIGHT OF SECOND BRANCHES 150'-0"CONCEALMENT POLE ...... -_- j 3"0x10'-0"LONG SCH.40 PIPE TRUNK AND AS MUCH FROM BALL I, / PITCH AWAY FROM TREE TRUNK AS POSSIBLE.CUT AND REMOVE UPPER 1/3 OF BURLAP FROM BALL w FINISHED GRADE COPYRIGHT©2021,AZBIUTH ENGINEERING P.C..LLC ALL RIGHTS RESERVED Z O Z ,e, THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 3 CONCRETE FOOTING(4,000 PSI) `. i'n . - Q AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE -o WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS NJ DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, 0 GFCI DUPLEX OUTLET WITH NEMA _ TOPSOIL MIX BACKFILL DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE 3R OUTLET COVER(TYP OF 2) = 1I WITHOUT THE EXPRESS WRITTEN CONSENT of AZIMUTH o o 0 -1111 NOTE: ENGINEERING P.c.,LLC. N O - TREE BALL W - SHEET TITHE: I'-0" 1. MOUNT TIMED LIGHT&OUT PER VARIES TAMPED TOP SOIL MIN MANUFACTURERS RECOMMENDATIONS CONSTRUCTION DETAILS-1 z I'-0" MIX CUSHION 6" 0 (SHEET NUMBER: 7 BOLLARD DETAIL R^,NF`EI �E N.T.S. 8 TIMED LIGHT&OUTLET DETAIL ",SPHFEET)F, N.T.S. 9 TREE PLANTING DETAILS T7111�S`^'E N.T.S. Z-12 m (IN FEET( (IN FEET) FEET) J Q r1 N N G- 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV.LOCKABLE, N TURNBUCKLE AT GATE ONLY DOUBLE GATE LATCH VARIES 12'-0"GATE OPENING 10'-0"MAX VERIFY WITH SITE PLAN TYPICAL CHAIN LINK FENCE NOTES T-1 I/4"GATE FRAME NZ I M UT 1. GATE POST,CORNER,TERMINAL OR PULL POST 2 1/2110 SCHEDULE 40 FOR GATE ENGIN EE RING P.( WIDTHS UP THROUGH 4 FEET PER ASTM-F1083. Y 3. GATE FRAME:11/2'0 SCHEDULE 40 PER ASTM-F1083. w0 P L P---- \ ^� / I I/4"TOP RAIL 2 1/2"CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-F1083. 2"x2"-9GA.FENCE FABRIC \ ELI7 E�TOWERS 5/g 0 / cam,S LP LATCH ROD 2 I/2"GATE POST 3/16"x 3/4"STRETCHER BAR 4. TOP RAIL&BRACE RAIL:1 1/2"0 SCHEDULE 40 PER ASTM-F1083 2"INTERMEDIATE POST �� AT CORNER AND GATE POSTS �— = 5. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392 �1 R I/2"CROWN FOR DRAINAGE Z/ NO GAP BETWEEN FINISH \ / GRADE AND FENCE FABRIC 1,0„ 6. TIE WIRE:MINIMUM I I-GAUGE GALV.STEEL AT POSTS AND RAILS A SINGLE WRAP 2:1 SLOPE MAX OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTHOLD \ O MIN 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS(BLACK) = Z � P ` ° '4 I I III11 III I I1 `O— 7. TENSION WIRE:7-GAUGE GALV,STEEL. STONE OVER =11 8. GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE GEOTEXTILE FABRIC 1'-0"0 TIRE AT END OF =111=I SWING GATE TYP OF 2 `L 3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA. _ ( ETE Z Lu Q W Oi — #7 GA.TENSION WIRE, 9. HEIGHT=6FT VERTICAL. 6"0 x 18"DEEP CONCRL`Q venzon O 1 CONTINUOUS FOOTING WITH 1 1/4"PIPE H E 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6"LONG m Lu O =1 LINK FENCING. CL Q1:~ 10"0 CONCRETE C7—m PROTECT YOURSELF 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP,2 PL U2 ,PD, IN SOIL FOR SEE GROUNDING SPECIFICATIONS —" 'LL °Ea IRE"oRTI�R""of PARINESTosIENERE,KR ANY PERSON INTERMEDIATE POSTS FOR GATE AND CORNER POSTS ( ) Z ETU"THE EARm Q a ANUv°'ERFRIN aNr STATES K"ow .w,below. Call before yo"dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VI51 T_WWW.CALLS11.FOR SCALE, DRAWN BY: CHECKED BY: AS SHOWN WAS JKM 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS JCM JKM 1 FENCE&ACCESS GATE DETAIL GRAPHIC SCALE I 04105/21 CLIENT COMMENTS JCM JKM (1N FEE17 N.T.S.1 V 1�� 0 12/23/21 REVISED PER COMMENTS WPK JWS NOTE: E 10/15/21 REVISED PER COMMENTS GJB JWS UNISTRUT PIPE/CONDUIT CLAMP PI 119 D 05/12/21 REVISED PER COMMENTS WAS JWS CABINET TO BE INSTALLED ON H-FRAME OR P2558-35(GALV.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO c 05/03/21 REVISED PER COMMENTS was JWS MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION B 04/29/21 REVISED PER COMMENTS was Jws FOR BOLT TORQUE REV DATE DESCRIPTION DRAWN CHECKER BY BY 3 1/2"O.D.POST y�P<6 OF NEW 3"0 RGS CONDUIT K (GALV.(TYP) v7 METER BANK'MA' � PROPOSED WATERTIGHT METER HEAVY DUTY METER NAME PLATE SOCKET COVER PIPE CAP(TYP) JE`E K McKEON (TYP) NEW YORK LICENSED PROFESSIONAL M N2 M ENGINEER—LICENSE NUMBER:0953741 IT IS 0 w D O D U UNLESS ATHEY AREONACCTING UNDER OF LAW FOR THE DIRECNY TION Lu O OF THE RESPONSIBLE LJ CENSER PROFE SSI ORAL LL J M MAIN O FRONT VIEW SIDE VIEW ENGINEER,TO ALTER THIS DOCUMENT. O TERMINAL 85.37" H O N3 LUGS SECTION 0 UNISTRUT P5000(GALV.) SITE FOR TIS 30.94" SITE NO:ALBERTSON MARINE M E 61405 MAIN ROAD � SOUTHOLD,NY 11971 � '��00/O SUFFOLK COUNTY x� /K /�///�� SITE TYPE: 10 - 150,0„CONCEALMENT POLE _-------- 01i au — LI a.i J 00 COPYRIGHT©2011,AZDIUTH ENGINEERING P.C..LLC ALL N RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS ILA.. AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS NJ / DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, LL DI5TRIBUTED OR RELIED UPON FOR ANY OTHER PURP05E C. CC 12"0 PLAIN CONCRETE PIER WTHOUT THEE ENCINEERINCTP.,CONSENT of AZIMUTH o (4,000 PSI CONCRETE) MESA PER-INSTALLED PLAN VIEW W NOTE: DISTRIBUTION PANEL SHEET TITLE' z 1. MOUNT METER BANK AND MAIN LUGS SECTION PER CONSTRUCTION DETAILS-2 MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. z 0 SHEET NUMBER: 2 MULTI POWER METER BANK MOUNTING DETAIL R�,FEEt;DI' N.T.S. 3 MESA CABINET DETAIL CRAP FEET)'.E N.T.S. 4GRAPHICFET)F N.T.S. Z-13 (IN FEET) (IN PRET) Q 11.61° 4.53° 12.2° I WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER N GUARDS GUARDS GUARDS GUARDS �17 � N , � 1_.luhnnnlntt:nwl� �uallu��iilk l 6 o • _ 'AZIMUT 1.1.................. 1111- '111111 all F ENGINEERING P-( (Top View] � '- rTop Vi-I [Top V-1-1 111411116101............... Y [Top View] 15(380) 1588(403.5) ELITE�TWERP 15.88(403) I 14.98 380 . wOS L dftj cq .I 11 II��f��1111111111111111�1� �- g1111111111111111111111111 �, _ IIIIIIIIIIIIIIIIIIIIIIII III ,°�� I/ Idlin tp T IIII�IIIIIII'IIIIII'II'I'11 14.96" 8.6" SOUTHOLD - �Illllll�lllll�lllllllllp� = Illllplllllidlllllgglll P1• sm I [Front View] [Front View] [F�View] IF�vt.�lt] � venzon L Low - L.4r. IM __1.__I..1111l1l1L 6f 1 O PROTECT YOURSELF 11 R11 0 V IARN SAO DIT111 TNERG OR ry AR Esory tl ��, � 1 .I..p.'��l�- rl- /1-lI•��I� --- �n WEIGHT 59.52 LB K„o„,w,below. N II ...... .....il' SAMSUNG-RT-8808-77A tau before Yo,dig. [Bottom View] (Bacton Vi-j REMOTE RADIO HEAD OR STATE SPECIFIC DIREST PHONE NUMBERS [Bo [BOtt0111 View] [Bottom View] VISIT-wwwcALLa,,FOR NOT TO SCALE ICILE. DRAWN eY: CHECKED ar: AS SHOWN WAS JKM U U 3 06/01/22 CLIENT COMMENTS WPK JW$ SAMSUNG-B5/B13 RRH-BR04C RFVOlU-D2A SAMSUNG-B2/B66A RRH-BR049 RFVOlU-DIA 2 05/10/22 CLIENT COMMENTS JCM JKM WE IC .49HEIGHT: 15.49 HT=26.5 LBS WEIGHT LBS HEIGHT: 15 ” " NOTES: 1 04105/21 CLIENT COMMENTS JCM JKM ANTENNA FACE AREA=2.58 SQ.FT. ANTENNA FACE AREA=4.45 SQ.FT. 0 12/23/21 REVISED PER COMMENTS WPK JWS JMA WIRELESS-MX08FIT265 NOTES: JMA WIRELESS-MX06FIT465 WIDTH: 15.88" WIDTH: 15.88" I. RRH MODELS SUBJECT TO CHANGE E 10/15/21 REVISED PER COMMENTS GJB Jws I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11.93" BASED UPON AVAILABILITY AT D 05/12/21 REVISED PER COMMENTS WAS Jws BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. C 05/03/21 REVISED PER COMMENTS WAS Jws TIME OF CONSTRUCTION WEIGHT: 70.3 LBS(W/O SOLAR SHIELD&FINGER GUARD) WEIGHT: 84.4 LBS(W/O SOLAR SHIELD&FINGER GUARD) B 04/29/21 REVISED PER COMMENTS WAS JW$ 1 ANTENNA DETAILS GRAPHIC SG EE N.T.S. � 2 � RRH DETAILS GRAPH1CSCALE N.T.S. REV DATE DESCRIPTION DRAWN CHECKED (IN FEET) (EV FEET) NOTES: POST CAP(TYP) I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS <E OF NEW RECOMMENDATIONS AND VERIZON STANDARDS. Lw HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. z GRIP-STRUT Q w 2'-0"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. � 0 Uw w / ' EE a O" WAVEGUIDE 3.35" 8.98 JE K McKEON }�w C)(J NEW YORK LICENSED PROFESSIONAL p w Z_ CROWN EACH ENGINEER-LICENSE NUMBER:095374-1 = FOOTING 2"A.F.G. IT ISA VIOLATION OF LAW FOR ANY PERSON, ZO O O O UNLESS THEY ARE ACTING a DER THE DIRECTION ILL FINISHED GRADE OF THE RESPONSIBLE LJCENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. 0��0 I 000ao G�C�� SITE INFORMATION: SITE NO:ALBERTSON MARINE COMPACTED SUBGRADE O O R CONCRETE 61405 MAIN ROAD � O 0 FOOTING(4,000 PSI) SOUTHOLD,NY 11971 SUFFOLK COUNTY NOTES: 1. CABLE BRIDGE SHALL BE SITEPROI GRIP STRUT TRANSMISSION LINE SITE TYPE: BRIDGE KIT(PART NO.I B24D-216T3)OR APPROVED EQUAL. 150'-0"CONCEALMENT DOLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE COPTLUGHT©2021,AZDIUTH ENGINEERING P.C..LLC ALL RIGHTS RESERVED BRIDGE COMPONENTS. THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS TRIPLEXER AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, WORK WAS CONTRACTED OR TO WHOM IT Is CERTIFIED.THIS NJ DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BE MANUFACTURER: RFS DIWTHIOUTETHE EXPRIE°UPON ITE°FOR of AZIYUTNE w EL PROVIDED BY THE CONTRACTOR AS REQUIRED. ENCINEERINc P.c.,LLC. I-F0 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/1 C-3L W BENDINGRADIUS OF THE COAXIAL CABLE. SHEET TITLE: z DIMENSIONS: 4.65"Hx8.98"Wx3.35"D 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT 1. TRIPLEXER MODELS SUBJECT TO MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS EQUIPMENT DETAILS-1 z AT TIME OF CONSTRUCTION. 0 (SHEET NUMBER: Q 3 NOT USED 4 CABLE BRIDGE DETAIL ;NFEE'T')"E N.T.S. 5 TRIPLEXER DETAIL R(IN FEET;A1 E N.T.S. Z-14 NOTES: OF �i►1 LIFTER EARS 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. N 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. N 34.1" 23.8.11 32.0" 37.8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME O Oo0 GPS ANTENNA \Z 1 M U T` L 000 (PROVIDED BY VERIZON WIRELESS I--� INSTALLED BY CONTRACTOR) ENGINEERING F3C Y O PROPOSED RRH'S CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) 3' (TYP)O �P I I/2"O.D.x -0"MAX GALV. Is PROPOSED PROVIDE APPLICABLE STEEL MOUNTING PIPE ELITE�TOWERS LP o n O o CABLE ENTRY HANDRAIL POST WIT"� l N PIPE TO PIPE CLAMP . - IRP O 1/2"0 GALV.U-BOLT O �o°� � COAX GROUND KIT O REVERSIBLE (TYP OF 6) n�1 MOUNTING CABLE BRIDGE POST/PIPE MAST ( VVT�QL� COAX CABLE AS REQUIRED BY KITS O ANTENNA MANUFACTURER) fP 00 0 O PROPOSED UNISTRUT O/O% OENDCAP M �6 AWG GROUND WIRE TO O J CADWELD ON POST OR 31.7" 45.5" 34.6" P LUG ON GROUND BAR ■ 0 0 venz%p TO ESOF016-ECAOI(DC-AIR/DAC) UNISTR LO OTH INF IELD d NOTES: POWER EQUIPMENT ES0F024 ECx01 CABINET I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND 1101111REoHRs no"OF HEIGHT: 72.0" HEIGHT: 72.0" 5SA;°HS'°EN111RSRI3 FI"AR~F CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE SURFACE AREA OF REP HI EURFACE T"" WIDTH: 31.7" WIDTH: 32.0" K"°w .-,below. ANYWHERE IN ANY STATE A HEMISPHERE AROUND THE GPS ANTENNA. Call before y.,dig. DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPECIFIC DIRECT PHONE NUMBERS FROM A MINIMUM OF(4)SATELLITES.VERIFY WITH HANDHELD GPS BEFORE VISIT_WWW CALLS11 COM WEIGHT: 578 LBS(RECTIFIERS& WEIGHT: &EQUIP.EN LBS(RECTIFIERS FINAL LOCATION OF GPS ANTENNA SCALE, DRAWN BY: CHECKED Rr: EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) AS SHOWN WAS JKM 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENTCOMMENTS JCM JKM 1 04/05/21 CLIENT COMMENTS JCM JKM 1 EQUIPMENT CABINET DETAIL GRAD F SCALE N.T.S. 2 RRH MOUNTING DETAIL "AI'H""ALE N.T.S. 3 GPS ANTENNA GRAPH'`s`ALE N.T.S. 0 12/23/21 REVISED PER COMMENTS WPK WS IN FEET) (IN FEET) (IN FEET) J E 10/15/21 REVISED PER COMMENTS GJB JWS NOTES: D 05/12/21 IREVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS B 04/29/21 REVISED PER COMMENTS WAS JWS t.OG4 3 _ -� 2 1 RECOMMENDATIONS AND VERIZON STANDARDS. DRAWN CHECKED 1.1 AL _ REV DATE DESCRIPTION L °■ - _ By Br /.1,ALL METERIC DIMENSIONS ARE IN BRACKET 2.0 DESIGN NOTE A NM®li M MWIP 2.1 ANTENNA MODELS SHOWN-oD 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. 2.2ANTENNAMODELSSHOW UIRMEN SCOPE PART SSBJAHH 1D658-0L Q 3.0 MANUFACTURINGISPECIAL FtEOUIRMENTS m4.5"OD PROPOSED UNISTRUT 4LOTE PACKAGING PIPE SHOWN FOR REFERENCE END CAP D LID (04,5--06.0') p 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. <E OF NEN. 6.5" 5'P.3Av R A HIDDEN IN DETAIL A PROPOSED 1/2"HILTI HIT-HY 70 ANCHOR W/3.5"MIN. a 0 O O 0 EMBEDMENT(TYP) , jElif-4 K MCKEON O° C� 0° NEW YORK LICENSED PROFESSIONAL C 6 C ENGINEER-LICENSE NUMBER:0953741 APPLY TORQUE @ @ PROPOSED ELECTRICAL PANEL 1s23FT-LBs DETNLA IT IS n VIOLATION CE CAW FOR ANY PERSON, UNLESS THEY ARERE ACTING UNDER THE DIRECTION (MOUNT PER MANUFACTURERS SCALEANTENNA SHOWN FOR 00of THE RESPONSIBLE ucENSED PROEEssIONaL RECOMMENDATIONS) REFERENCE 0° GO� 0° ENGINEER,TO ALTER THIS DOCUMENT. o o SITE INFORMATION: SITE NO:ALBERTSON MARINE B B 61405 MAIN ROAD SOUTHOLD,NY 11971 SUFFOLK COUNTY _ COMMSCOPE,INC.OF NORTH CAROLINA SIDE VIEW FRONT VIEW SITE TYPE: F•0.26 000 MTC37319 150'-0"CONCEALMENT POLE PI.Ez 0.12 MOLES z 2" Rni6N ITEM PART NO. DESCRIPTION CITY. WEIGHT NOTE NO. GALVAt21 Al 01 lIA1018 GR36 DIPLEXER 1 M7 C373108 1AILDIdENT,NON A21MUTHANTMOUNT 4 6.98 LBS 2 MIC373IO2 ANTENNA MOUNTeRACKET 6 1,08 TBS COPYRIGHT©2011,AZAiUTH ENGINEERING P.C..LLCALL G&03125 318•%1-1/4'GALV BOLT RTT 12 0.D6 Las �pp NN" NON STD AZIMUTH ANTENINA MOUNT MANUFACTURER: RFS (MOUNT PER MANUFACTURERS RIGHTS RESERVED PROPOSED TELCO BOX A 6 GWFU3 318'GALV FLAT WASHER 94 0.01 LBS R2�AYI A THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS BFx6Br nse 1,MM AUTHORIZED FORUSE ONLY BY THE PARTY FOR WHOM THE o B cBmaS 318'Xzva GALvBMT DT BoomoR POWER SUPPLY: FD9R6004/I C-3L WORK WAS CONTRACTED To WHOM IT Is CERTIFIED.THIS s,"I p illM gµQE R°°°¢M ip /1 DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, �ql z OOBOW8310N 1:6 MTC37319 oISTRRULED OR RELIED UPON FOR ANY OTHER PURPOSE w s� ° nARn DIMENSIONS: 5.8"Hx6.5""Wxl.5"D WITHOUT THE EXPRESSWITTEN CONSENT OF AZIMUTH ENGINEERING P.C., vaaol RTATua axalol te1R°R nA111 RMRaI o PROPOSED PIOOOT ©maummsooaN° Ci E" m A In RE A iOF° WEIGHT: 2.6 LBS W UNISTRUT(TYP)(CUT TO a 3 2 NOTES: SHEET TITLE: z LENGTH IN FIELD 1. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS-2 CHANGE BASED UPON AVAILABILITY o AT TIME OF CONSTRUCTION. SHEET NUMBER: 4 ELECTRIC/TELCO RACK DETAIL G�F'EET;ALE N.T.S. 5 ANTENNA MOUNT DETAIL �IN FEETI P`""�E N.T.S. 6 DIPLEXER DETAIL SUN FEET) PHF"EI N.T.S. Z-15 Q �1 N Single senalon Multiple Arrap N Pell nlanax DNOWM F[agrlerlCy MODEL PTPA650 LEDINDKAIORS PownstiI Dtemet kaswtuSaldadivNycn EeNntledRangePoEsapph N Omnis p y ry m9uiampa.The Fieph, NETWORK MANAGEMENT Imhand aid M-obband ma�.tagemant KoBM) ED BE MMS' WIdPUaap aMeion49t4605 GHz allowable heAUMciesartl banns are tlldated iMMhMIDr4d _ N BA404057 2 x 30EW omnis with Separate feeds 3304201rflHz -' -'- \ .lishe EA40405] rax Btl ellopincals with separate sePraretaeleeds 330+120MH2 ) S.15 52�77a�fCdIZ�ew)�e1V/ SYSTEM MANAGEMENT ��v1e1�3,IB a<i III,tm rYkatl Mall "� SNMPN:2c and 3MIB Ilsdpua etary PFP MIB co _ 515-5356H2 uannwaaanvraarn) \tZ I M U T'-` EA4040 67 2 x Sded ellipt,cals with separate feeds 400-520MHz 9T6-SJM OGNL Sags-6�0GH2 INSTALLATION BUNtJn auaoanb 9NpW[dl assktal[efor link ppimiiaUon Offset Sections COINEL911ES 5,1015,20,30,40.and45NRrdineel, C(xWF1 mm D'slaxeraltwenautdm umtaW WiavYrwiwarkcannehxeupb3301al OGOrreWs)usbgPawer-wer-figabH M020-67 2'x Sol offsets with separate feeds 100520MHz �� CWnntlsi[esdependePiodiVidlal-rillVregWlkm Fdhanetkrya eMeaeawm984 fee(300mealU mnbeadfieted uUnafiMinMeu ENGIN EE F#ING P.0 ed V SPQ10A1 EifICEIXY dbpxrHe muxnwn o � PTP e5o MFayr,h'd 0 Y lnaenlallIDn: IL DIMENSIONS IaegaNd0udoUn11 f0 WkCHANNESEMON ByDym:cSpxOptomi anDual section combination Dipole Arrays mmaucsm unsure doawxatKa Iia aarristani.bwadlrxar,.axa W.0,311-0461 RATIO SM-046"10repNtarnd O71 ^ Conneoa4MOW pert manbw ,r Frequency - MA1dMBNiRANSMR POWEIF Up to m a 27 darner BP9(uob7SPB2%OAM Y8dm 204em(s001bigIt 3110nerndZ'),Deah9amr(35"1 /c • )JJ/ Omnis _ SYSTIM Gi IaegateB to to 164 da with 20 MEN to M aid Megnal23 FOR aCknra;w iw.th madunhat We.drannel dallied 5pe[trnm WEIGHT hnopMled00U'Ll 1y(5951M)ircbdirybra[iwl ra eddd-d:vmres wmpd thaNhos We an odd aamnarype BA404a571 :axatlBtlom E ITh separate feeds 330a2oMHz Connettar6[dODU:31kq(6b63)InAkNl96radre[ ELI7'E�TOWERS LP /// RECEIVER SENSITIVITY wkh 3MHz[rtxnna BA8057L 1 Goad omni 330-4201,1 � _ O4EpAlIN61EMPEFAIUNE -40•ro•14RFpN1°t9.60'C),indr4as3aar titan WTeless Cemmu aamorts lr.'rast.�'-Experts _ BA404067L 2 x 3dBd omnsw,in separate feeds 400-52011 OULAI 1 MOION)EROR RORCRmN EOFast Frontlet.aidi Mirkineenledurindt3 rraaA4MnlFQ cedingl^ael-inarp her,B ,.2560AMduuipaybad MMS DUSRARATDt INTRUSION PROTCCOCN IP66 and IP67 c _ N BA8067L I.aided omni 400-52011 DUPIF(SCHE14E TTADVBron DaTKAKUDD) WINDSPEEOSURVI i. 200 I' Atlp.i wEvodlramKAL(sseaedutyc,*W SPdh,GaLayoPoaIi n lauss:rnrak t�wrsTit tired mmiueheq'i+eiostdwrealh 4 th Elliptical Sections y:ww,.,. POWERSUPPLY RVOopbnS � EA4040-57L 2x Sol allpt-Is with separate feeds 3301201 _ CofiaW TDD SVntd A.U.,sing PTPSYNC WALL AC pawrNgeds,3rtolWF(VbD-`Ck35W:9P240VAC.50/80He *iN EA8057L 1 Goad elli lWl 330420MHZ - � ATIIBYNA Inedena[ed Rat Ii 23ax Dmz,Mp -- AC Kpsseinle[tor.-a0•m140°F(-40'a re0.O.7d W:90440vAC.5W60HaEA404067L 2x SdBl ell Iicals withu to feeds 400520MHz C4mcalopaate vith-Raanafsfparatdy-pNlTEed seg IF M ilLaBi,carly na®arfiaalg12x K-type Mab Drosm-Willh975"(750mnkHeight 35'(4D mm)Depth3180ran) R Para PTPa50 1� atbrad"lAM)LIAas shced�Orbee Plane bane se)EA80 67L 1 x SCSI elliptical 400-5201 RANGE UGto IMm lesUMOkrNPOI".ERCONSUMP"IONOffset Sections ELUPott FNS-1G7,.m#wtl2R256-bd AES Ercrydbn(odwnatl ENVIR`NMENTAL REGULAIRDID, OA2020.67L 2 x 5dBd Offsets wills separd[efeeds 400.52OMH2 HI'IPS and SNMPVI` FFG-ECTION4NCSARI ULBOM1tE®09.W+INMMtW$2FO.ODERCI N� r7 OA4067L tx9ded ossa[ 400-520MM: . . IN Cataaels>son ar ks 5x Car FCCPa,15,subparts U and LSF,R55 ADIma8;tun RAfNUS sronMt5 Shown above are ower sections only which indudeathrough herrtess to connects year choke of Upper section. e1302502;EN3m693BreCamA�O2l21RLUx ADproddmll�rEisaal-Olnq yard,I11.n,dVRdR 1-IIImInvlaSYSICq --. SBleci your upper section from our range Of standard UHF Amays. oap to remvayxtl InewlNli[yrn4na.Paman EIK Elmpe-EN 101499.1-14 n When ordering a dual section combination array you will meed to order as follows: E 1.Specify your lower Section from the list above eg:BA80-67L PLUS PROTOCOL IEEE 8023 2.Specdy your single upper section from our range of slandard UHF Arrays IlDATATHROUG Rrr OmaniWM arable un b 450 Mons 5 Mail Fervid.--2.2,45 MRad erne,256NA Regulatory conditions for RF bands shroud be confirmed prior to SySTM Durchase.All bands ase the same hardware. Fle"m'e spttin emnen[v/caoaryf[w3iWmotleL Individual bands and channel widths are available endin local regulatory region code Combination Collinear and Dipole Arrap LdeCxpi..Uptor25HI D 9 s ryaponregi,lloi onainanrenses M G ry:Up lit 25oMbtx 'Gain,maximum UanSmit power alto etfectiroe radiated Dower may nary based on reS0 atay0anain and regwo(ode license. OmrM Descdpeon Frequency F c la'yun*solstps � omnia aWcbac[css ria HiTP5iTL5rsAvp8a6k on AEScnabkd radios. venzon __ AbM abl wiNl sell lmRmaumandamelbarx:wdt6 BX4067 T x 3IBd omni 400-52OPAI LAIea.Y 1 SRara d:.md la y BX4040 67 2 x 3dBd omnis with separate feeds 400-520141 Q6 s@era, _ BX8067 1x111 omni 400-5201 PACKET CLASSIFICATION Lai and Layer31EQ 802[9.4PL5,ENIana pio'iry Elliptical Sections _ PACKET PERFORMANCE Literate(450K Pa[eelson se[aM EX4067 1 x Id.elllptical 400-520MHz TIMINGTRANSFORT SVnIh-EINaWIEEEiM2 EX4040-67 2 x sided ellad6 phcals with separate fe40o520MHZ PROTECT YOURSELF EXII tx 91 elliptical _) 4.00-5201AI FRAME SIRPORT Jumlafa WITI5600Du!n s Rs V VPAooE ro TRFuree mENERII Offset Sections FLEXIBLE UO rax Cda6it LtMne[wppa pons a ANvWHE NAHr srAATF all 0x2020-67 2 x SdBd offsets,in separate feedsJ 400-S2AMHz Ga)a6Pati:Data•PPElaower moat Gilainn PMS 807 Sat PoE output Pat Know whits below. Ox40-67 1ItSided offset _ 400-52011,11 SNport(aMgkinotletiBer,mlUda(kltBf.algmOPlrl fi aNhaalbw Call before you dig. 11MIOMSUEVOITI an IUEI TOM(NelwaklNrorlleRQ®Ilb FOR STATE SPECIFIC DIRECT PHONE NUMBERS These lower sections are for lib With COL series collinears.They are provided with a through harness to conatecl your choice of GAO,mpgani"ITI; VISIT:WWW.CALLS11.FOR COLS(UHF),COL15 MIF)or OOL17(Iii collinsars. DC power MR la sisside AMACapCPowerM*W owW - U IUBLATEKI(UNFW1U) IIa3m5tYpl[adepaodingal range.aandwxHh maOAawn naaeam numbaat lliEipars;aauWeil/EI NNn[Y 6asesantis 111LE, DRAWN BY: CHECKED BrAS SHOWN WAS JKM: When ordedng a combination collinear and dipole array you will need to Order as follows'. demandtaey 9010 WAflaealalminq the Camaren PIP LINKPIanna 1.Specify,your lower Section from the list above eg:BX80-67 PLUS 2.Specify your COL collinear either COLTS,COL17 or COLB eg.COLS(and remember to specify frequency) E 3 06/01/22 CLIENT COMMENTS WPK JWS U 2 05/10122 CLIENT COMMENTS JCM JKM 1 04/05/21 CLIENT COMMENTS JCM JKM 0 12/23/21 REVISED PER COMMENTS WPK JWS 1 350.520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 1REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS .FS.ms�� Iv r B 04/29/21 REVISED PER COMMENTS WAS JWS REV DATE DESCRIPTION DRAY CHECKED BY BY Weight Height 205 Lbs.assembled 77.98" 275 Lbs.shipping weight Width Doors 23.625" 2,secured by three point locking system Depth OF NEW Locks via customer supplied padlocks See racking specifications y�Po�,v KAt Sealed with.875"aluminum filled gaskets -Useable depth e Material " + .125"Alumiflex0 Finish:Painted cream NEMA Class Types available RF properties:Non-ferrous NEMA 3R(Vented),NEMA 4 'a o'0 Vents (closed loop-a/c),NEMA 4X 30 bottom louvers per door Paint Tested 14 top louvers-In tap cover, 1000 Hour salt spray(textured) underAlumishield® 1000 Hour immersion JE ,9 K MCKEON One removable filter panel per door 14 fixed filter pads in top cover NEW YORK LICENSED PROFESSIONAL Handles Height ENGINEER-LICENSE NUMBER:095374-1 Zinc,padlocking 74 Width IT IS A VIOLATION OF LAW FOR ANY PERSON, 19.5" UNLESS THEY ARE ACTING UNDER THE DIRECTION Rails OF THE RESPONSIBLE LICENSED PROFESSIONAL Two sets 19"Rail standard ENGINEER.TO ALTER THIS DOCUMENT. (for additional rails see accessories) Main Body Alodine coated Height:78.23" _ Hales tapped for 10-32 threads Width:25.5" SITE INFORMATION: Each rail supported by three R-STRUTSTA° Depth:34" / .125"Material(Alumiflex0) AlumishieldOa SITE NO:ALBERTSON MARINE Spacing Hang down height:1.71" 19"or 23"Racking available Width:28.46" Useable Height Depth:36.67" Usable racking height has been revised Handles 61405 MAIN ROAD to only fit in the opening of the door jam Protrude 2.2" which is cabinet height minus 4.25" Total Space Occupied SOUTHOLD,NY 11971 Maximum:74.25" Height: " SUFFOLK COUNTY Number of rack units per rail set:42 Width:28.468.46"" Total number RU's:Up to 84` Depth:37.75" SITE TYKE: Useable Depth Maximum:30.5"Minimum:28.75" T 150'-0"CONCEALMENT POLE 'S"'ficin Starting Vertical Height Per Effective Depth For &Ending Points Top 74.75'-78.23" 826" 30.50" COPYRIGHT©2021,AZIDIUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED 74.57"-74.75` Ar 29.50' THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 3 _ AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 45.00"-74.57" 29.57" 30.50" WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS r'J DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, Cl5TRIBUTED OR RELIED UPON FOR ANY OTHER PURP05E > Center 33.00"-45.00" 12.00" 28.75" WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH OF ENGINEERING P.c.,LLC.. EL 0 3.437-33.00" 2957" 30.50• N w3.25"-3.43" .18, 29.50" SHEET TITLE: z `Front and Rear sets of rails allow some OP equ ipment to rack both directions providing Bolton, 0.00"-325" 9.28 30.50' 'D up to 84 RUFIRE DISTRICT EQUIPMENT 1 z 0 SHEET NUMBER: Q Z-16 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED N >�1 N N ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTES: N 1 MTC79020808.01 8'CENTER CHANNEL 4 86.28 LBS 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2 MTC79021010.01 10'SIDE CHANNEL 2 113.57 LBS 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS B 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 2 10 7 I A /�r r T 6 GWF-05 5/8"GALV FLAT WASHER 64 0.01 LBS L �v�u I 7 GCM03 GRATING CLIP 32 7 ,5 ,7 ENGINEERING P-C 6 O Y 10,-0„[30481 3 e e _ DETAIL A 6 DETAILA ALL CORNERS A SCALE I 4 ELI ATOWERS LP W Ies.C i•�p"c ......Experts 9 DETAIL E 4 1 SCALE 1 4 2 . „ 4 12 v-I Rp 5 7 SOUTHOLD 8'-U'[2438.401 :• g [) 13 • • 6 2 DETAILC 6 SCALE 1:1 • venzon • ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. 1 GB-03105 3/8"X I"GALV BOLT KIT 14 0.05 LBS 2 GB-03205 3/8"X 2"GALV BOLT KIT 28 0.08 LBS 1 3 GB-05205 5/8"X 2"GALV BOLT KIT 28 026 LBS 11 • 0• 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS • • 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS 6 MTC396620 POST,HANDRAIL 14 9.96 LBS �q 7 MTC3979HR1I HANDRAIL,HORIZONTAL 4 16.60 LBS PROTECTyOURSELF ALL 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21.11 LBS ATORE DES°GNERso F�ANT P o To ISRTERe rrvEaRm s 9 M7C3979HR13 HANDRAIL,HORIZONTAL 2 6.51 LBS a nnlnvDE nI nNr srnrF 10 MTC3979HR14 HANDRAIL,HORIZONTAL 2 5.44 LBS Kn"wwwsbelow. 11 MTC3979HR15 PLATE,HANDRAIL TOEBOARD 2 16.52 LBS CBII before you dig. 12 MTC3979HR16 PLATE,HANDRAIL TOEBOARD 1 20.83 LBS e o . o e . 0 0 9.0 228.6 ° ° EOR STATE sPEaEI1 DIRECT PHONE NUMBERS e o o e e o o e e o 0 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS VISIT:WWW.CALL811.COM 14 MTC3979HR18 PLATE,HANDRAIL TOEBOARD 1 5.37 LBS 15 MTC3979HR19 ANGLE BRKT.HANDRAIL 12 0.32 LBS SCALE, DRAWN BV: CHECKED ar: 16 TS1220 12-24 X TSELF DRILLING SCREW 16 0.03 LBS AS SHOWN WAS JKM 17 TS 2275 TEK SCREW#12X3/4,WITH NEOPRENE WASHER 48 0.02 LBS 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS JCM JKM 1 04/05/21 CLIENT COMMENTS JCM JKM 0 12/23/21 REVISED PER COMMENTS WPK JWS 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-P0810-B ADA) 2 TEQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) E 10/15/21 REVISED PER COMMENTS GJB JWS NOTE: D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS FINAL DESIGN OF PIERS TO BE CONFIRMED B 04/29/21 REVISED PERCOMMENTS WAS JWS ONCE ELITE HAS PERFORMED A REV DATE DESCRIPTION DRAWN CHECKED ITEM NO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 QN FOR MTC4045H F55 BY BY GEOTECHNICAL BORING AND PROVIDED 1 GB-05345 5/8"X 3-1/2"GALV BOLT KIT 8 8 A REPORT. F- z 2 GUB-4355 1/2"X 3-5/9'X 5"GALV U-BOLT 10 10 F a 3 GWF-05 5/8"GALV FLAT WASHER,1.70D 8 8 S�BKNew 4 MT50460 SQ.SUPPORT RAIL,1-518"X 60"LONG 5 5 PROPOSED PREFABRICATED Z Lu Lu NO1ES:.0 0GENERAL 5 MTG4045-01 WELDMENT,6'PIPE 2 2 EA MTG4045-02 EQUIPMENT PLATFORM O 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS SEE DETAIL I q z 1.2 FOR PATENTS,SEE WWW.CS-PAT.COM 6 MTC4045-12 BASE PLATE,3"PIPE 2 2 PROPOSED ( ) �„O � 2.0 DESIGN NOTES BASE PLATE 3.0 MANUFACTURING/SPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3-1/2" 2 2 F- S0 PACKAGING 8 IPTCR01 IEND CAP 10 10 00 ° JE ,-PK McKEON 60 0[15241 7 NEW YORK LICENSED PROFESSIONAL PROPOSED ENGINEER-LICENSE NUMBER:095374-1 z 50.0[1270] m3.s[asl 4 HSS4X4X3/8 COLUMN PROPOSED UTILITY H-FRAME IT IS A VIOLATION of LAW FOR ANY PERSON, (SEE DETAIL 3) UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL 5 ENGINEER,TO ALTER THIS DOCUMENT. ...................... J- 14.0[3561 O PROPOSED 14.0[356] 10"XIO"X3/8° 1-1/2" 1/4° SITE INFORMATION: TVP P BASE PLATE TYP ° voveee voveveeveveeveve a GRADE LEVEL SITE NO:ALBERTSON MARINE PROPOSEDa GRADE LEVEL PROPOSED 5/8"A615 HSS4X4X3/8 = e ,o ANCHOR BOLT COLUMN j j j j/ j\j j j 61405 MAIN ROAD 0000000000 5'OR6' EMBEDED 1'-6"IN PIER PROPOSED SOUTHOLD,NY 11971 AVAILABLE (TYP.) 10 - - "X10"X3/8" SUFFOLK COUNTY o BASEPLATE 0000000000000000000000 , a a a PROPOSED PLAIN CONCRETE PIERTT (4,000 PSI CONCRETE) ^� PROPOSED PLAIN CONCRETE PIER SITE TYPE: 3 , (4,000 PSI CONCRETE) 150'-0"CONCEALMENT POLE a 0000000000000000000000 PC PROPOSED 10"XIO"X3/8"PLATE COPYRIGHT©20'51,AZAiUTH ENGINEERING P.C..LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 6 WDRK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS 'Y' 11-011 DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, DI5TRIBUTED OR RELIED UPON FOR ANY OTHER PURP05E 1 3 8.0[203] 6 WITHOUT THE ERPRE55 WRITTEN CONSENT OF AZIMUTH wENGINEERING P.C.,ULF. EL 0 w SHEET TITLE: z OP FIRE DISTRICT EQUIPMENT-2 z 0 SHEET NUMBER: Q Z-17 3 UTILITY H-FRAME DETAIL(COMMSCOPE PART#MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY H-FRAME CONCRETE PIER DETAIL r.a. NOTES TO USERS LEGEND N LONG This map is for use in administering the National Flood Insurance Program.It ISLANDZONE VE N SPECIAL FLOOD HAZARD AREAS SUB]ECT TO INUNDATION does not necessarily identify all areas subject to flooding,particularly from local ZONE X ZONE X ZONE X IEL e) 8Y THE I%ANNUAL CHANCE FLOOD o drainage sources of small size.The community map repository should be SOUND ZONE X 7z 2230 N consulted for possible updated or additional flood hazard information. JOINS PANEL 0157 1430000 FT 41°05'37.5"' \ p P 1425000 FT ,r Ina t%anneal floor led or excread),atm mown as the Th a flooQ s the fxgtl trot res a the 7124'23.5" + -` a rharce bj beteg icsoug or he 1%al instyL 9van Year,The Special Rood razor Area N the � To obtain more detailed information In areas where Base Flood Elevations 41'0537.5" - - --�-�- t A �� I zrea subject bflood-rg by the t%armal deaeFlmd.7reas of 6pmd Food HaaN irxlude co (BEES)and/or floodways have been determined,users are encouraged to consult ! ';t Lr Acnes A AF,AH,A0,Al;ASS,V,and 5"F.The Base Rood Elevation s the xehr-9>rfare ZONE VE 1 the Flood Profiles and Roadway Data and/or Summa of Stillwater Elevations / ZONE X 'a: Eevatnnotthei%mndalcrarxeFDad. tables contained within the Flood Insurance Study(FIS)report that accompanies (EL ter) t ZONE X J A'7 -r / this FIRM.Users should be aware that BFEs shown on the FIRM represent CORPORATE LIMITS ARE ZONE AE .• I, , �-. ,��uq ,T zor•>=A wRaseRandele+aaorsdetmnlred. M T rounded whole-foot elevations.These BFEs are intended for flood insurance COINCIDENT WITH SHORELINE v.�oao'`• F yip'I`'- - WAVEA•TIN ,'"'- :. t Y ZONE AE Wse Rods!eeatiasd�mircE. ��I• • • t rating purposes only and should not be used as the sole source of flood + : ZONE AH Hood depfs d I m 3 fret(usually areas d pacing);saw Flood E N G I N E E Et I N G P.0 6 elevation information.Accordingly,flood elevation data presented in the FIS ZONE X 1 '• 1 _ J' y '" ;ZONE VE eeammdelmnim9, report should be utilized in conjunction with the FIRM for purposes of 'ZONE AE„ ~' ZONE AE „ZONE X •;ZONE.X•:•• ~ - !EL tt.) O r t ZONE AO Fload depths d 1 to 3 f 2(usW ly sheet the,an sept ng Certain);average Y construction andlorfloodplain managemer. .'ZONE X t ! - depths dmamord.FOR area of akwal fan flooding,vearoes also _ }:u ZONE,AE ZONE X ONE':•• - - t - •' tit r,•' determined. S ZOX (EL Coastal Base Flood Elevations(BEES)shown on this map apply only E NE ) • N +✓,. Jll/ ,. rs, 1 ZONE AR Special Flood Hal Area formerly proOxlM floor DID 1%amdsl chance "r f landward d 0.0'Nath American Vertical Data of 1988(NAND 88).Users of this L ;•,dr f :':o '•7. Ford br a Food co hd system mat was snsequerslydaxreeat Acre AR -— FIRM should be aware that coastal flood elevators are also provided in the ince t �. .J iraares tree mefodAer flood mc,ol systa h s mfg reanlm ro tauvide Summaryd Stil1w AT Elevations and Transect Data tables in the Flood Insurance ZONEAE ..,� _ Itmredlm frdn me t%amts/clurce or greater food. ELITE TOWERS LP Study re ort for tats jurisdiction-Elevatiore shown in the Summary of Stillwater •.. S 5 5 (EL .. tWiteles,Ce munlraaon,'- Y P 1 7 ■ Elevations and Transect Data tables should be used fa construction and/or - v :/ \ ZONE Ass area ro be pace orM tco tied duan Food by a miler rom •••f..�.. RaetiCe system der oxstrurtlon;ro ease Flood Bewtiors floodplain management purposes when they are higher than the elevations shown . �- / ZONE X MOrmired. on this FIRM. ••:• ZONEAE '� J '52—N inti. :;-} " ••'•t / ZONE coastal forzore d wlm vdcdty hated(wase adem n); base Road Boundaries of the floodways were computed at cross sections and interpolated 4.ONE AE 1,+•'+' t <"`�;,, R etva5oreaebmnral. between cross sections.The floodways were based on hydraulic considerations Lal y: '( t t ! zonEVE �eia�ulorz zanre�xttn lamry Hamra(wave acorn);rese Flood G with regard to requirements of the Natonal Flood Insurance Program.Roadway 340000 FT - -_ ';, - ` - - - ,t``--� f W idths and other pertinent floodway data are provided in the Flood Insurance Z•E X .. .'.'.'3 .. f ! Gags AREA FLOODWAY AREAS IN ZONE AE Study report for this j urisddion. •'r EsraeusHED 11-1a-1990 ' ZONE% The Foodway is Ne dlarrel are steam p'usany atllaant flaadp do Oran tint neat be le t free ,� (SEE GBA:S LEGEND) of elaoeclude x W bet mel%annel chance flood can be cardel wdcut susmrrJal Iraeases SOUTHOLD Certain areas not in Special Fbod Hazard Areas may be protected by hood •.• { ,y♦ s ," ,ZONE VE control structures.Refer to Section 2.4"Flood Protection Measures"of the . 1 - - floor negFts. ZONE X Flood Insurance Study report for information on food central structures fa this ( ..: ms`s DTNfR ROOD AREAS _ jurisdiction. .., ':.'..''..'.'.....; ZON E AE .ZONE X Areas of 0.2%anus eerca flood;arms of 1%annW tierce load win ZONE X. I t! (�(]VE average depths of las than I foot or with drainage areas las than The projection used in the preparation of this map was New York State Plane 1 T I square orae;and areas protected by levees from 1%annual dunce flood 1` •.•j•:•'•:•:•:•:•:•. .s•, LMIT OF MODERA E FIPSZONE 3104.The horizontal datum was WAD 83,GRS80 spheroid. ••••• 'ZONE,X .. Differences in datan,spheroid,projection or Stairs Plane zones used in the '' ''''''' '" •••'Z• •':''•. -.•.•- •• "• .♦ -� ..—"-� WAVE ACTION � OiffR AREAS j::::.... �..I..t. production of FIRMS for adjacent jurisdictions may resuit in sight positional •:•:1:•:•'•'•'•'•'•'•'•'••••• ::•ZONE'x:• Z. :'•a ` ZONE A�daemared to be ouade the 0.2%amlW chance AoodiI differences in map features across jurisdiction boundaries.These differences do ._•��..::;:•:,;!.•.•:•:•: _ .. :1,,;..• •f �Blf+��\__ _ not affect the accuracy or this FIRM. ZONE X•.• •.1 ,� Ra-S:"• zorEo AreamwNchflood namrds are mdmrnlned but prostitute 111\\I1 IIjHakc Flood elevations on this map are referenced to the North American Vertical Datum b'- n' `,.- ® COASTAL BARRIER RESOURCES SYSTEM(CBRS)AREAS of 1988.These flood elevations must be compared to structure and ground tial tltb111tj „ ZONE VE „ a elevations referenced to the same vertical datum.Fa information regarding to •' 3' \/ (EL=3) OTHERWISE PROTECTED AREAS(OPAs) t conversion between the National Geodetic Vertical Datum of and the #.. ,it)U�'J3 r..�. \ ti - 9 / „ ;. CBRS a�saN OPAs are mmWNlaa�wdanaailapaA to Spall Flood Harrod Ada:s . Nodi American Vertical Datum of 1968,visit the National Geodetic Survey � ti �ar~�- N-^T 1%arualchaaeFwddanbuwary website at htly Myo rEas.noaa.00v or contact the National Geodetic Survey at -I 1 R ZONE AE ven�O�. - the following address: N_E VSE N AE -may ZONEX oqo 0.2%amwi ciwlce flooddain boundary NGS Information Services N Roodwav botrdary NOAH,NYNIGSI2 ,,.ZONEAE (ELe) _. _-.-.,. Zone�..,.. ,.. P¢,°j¢ e �qyp� - - 7n D Wurdary National Geodetic Survey - FS••11 - SSMC-3,#9202 � 1 c/,.... I ..,. j•a' ,- `+ OIi�Lq ¢¢ •••••••••••••••• CBRS add CPA bandary � PROTECT YOURSELF 1• �bouda dixdn 5 al Hand HECail Areas Cf different tale RS DESIGNERS 1315 East West Highway -. boundary dims,lg Specatls Fro Flood Haaal Ane Zones , or1—No Silver Son R9 Maryland 209103182 -H,-jS//-I,1]O 11CC•h ' boundary 9 Pro (301)713-3242 TE _ V '"re cE AN1WREIZERIsv q"uENsiA IS POA/) WAE N ZONE AE f -_ - '' soutr"=E - „ „ I LMt of Wmate wave Action To obtain curtr elevation,description,and/or location information for bend) _ tEt�) ZONEVE Knowwhoe,below. y marks shown"on this map,please contact the Information Services Branch ` _ !v- AD (EL 8) 513-„,,,� Base Flood B-Darn lire aro value;els tdo In III before you dg of the NA.m Geodetic (EL 967)Survey at(301)713-3242.or visit its website at 1 - yr r), t' dam Rood Elevation value where IFralbhn mils zona allFOR STATE SPECIFIC DIRECT PHONE NUMBERS hflDJlwww.noSnOsa.OoV- In(03' VISIT_Wyyyy.CALLS11.FOR Bane map information shown on this FIRM was provided in digital format by the 5 ZONE AE ZONE AE '•'ffz1fibaimmk."& + •Referenced mtlr Nath Amedan Vedial Datum 011988 Naw York State Office of Cyber Secunly and Critical Infrasiriactae Coordination. N NE; Ist.Mt e51ma"N q p Cmsssandolne scaLE: DRAWN 135”: CHECKED err: This iPlanarion was derived from digital orthophotography produced at a 1.0-foot :~•:•.+ ' _^AN1^ pixel resolution from photography dated 2004. ZONE:x;: t • �1; - 31� 1ar,Ael metal am sato-,hoe AS SHOWN WAS JKM ." o-----o Trasethre Based on updated topographic information,this map reflects more detailed and -=. _/ „ �a, t "• 3 06/01/22 CLIENT COMMENTS WPK WS up-date stream channel nnnfigurations and floodplain delineations than `• �• -•ZONE AE 1 - ZONE VE 87°07'45"32°22'30° of 19r3hxcaotlaatetarnerexdm rte North gnr>ren Dann J those shown on the previous FIRM fa this jurisdiction.As a result,the Flood 1 -Ciel RFIOR1yE t 1 ' \ d19®(rMo fl3),weaern Henlmtese Profiles and Floodwa Data tables for the Northeast Branch Nisse o ue River in f `true'• 2 05/10122 CLIENT COMMENTS JCM JKM Y W 9 -5NEX pJ`' 1G,z h• E .76-N 1000metaudversalTrarsnaseNtamtgr4selua,mrnle :•:•;:•:••:•:•:•.;; _ W The Flood Insurance Study Report(which Contains authoritative hydraulic data)may p _ - 1 0 EL c .:4 C�,'C ;• ) J 60DDOO FT 5000 foot grid values.s[atenan,e Sbte Plane coordinate I 04105/21 CLIENT COMMENTS JCM JKM reflect stream channel distances that differ from what is shown on this map,Also. .. ...... .. 9 t."ca" the road to fbogylatn relationships fa unrevised streams may diger from what is ZONE X•:•:..•• - =�' i system,sprone(HPSZONE rgsrorw•),spherename projeSon shown on previous maps. ¢a 0 12/23/21 REVISED PER COMMENTS WPK JWS 0X5510 Bench mak(se eplarafin in Nate to Use-s sac of this Z _ IMF•A fIJ'Itn,-TL x Corporate limits shown an this map are based on the best data available at the a _ o 2 Fmnpnd) E 10/15/21 REVISED PER COMMENTS GJB JWS time of publication.Because changes due to annexations or de-annexations may oo� � a°' �� . AAVEACT A O p p pu coon pd ,h ZONE VE aM1.5 River We D 05/12/21 REVISED PER COMMENTS WAS WS have occurred after this ma was ubIished,ma users should contact o ate Z "' f t '- J commurily officals to verify current corporals limit locations. ° L o !V AMP REPOSITORY C 05/03/21 REVISED PER COMMENTS WAS JWS f 1 Please refer to the separately printed Map Index far an overview map showing s ZONE AE lit'" x Retrn lining Of Map Repmxaies an Map lNnx the layoutof map panels fortttsjudsi idim. _ caas AREA EFFECTIVE DATE OFCOEANmVNDE B 04/29/21 REVISED PER COMMENTS WAS JWS !i' ESTABLI9HED 11-16-1990 FLOOD INSURANCE RATE AMP y '•}� - ZONE AE - (SEE CBRS LEGEN D) May 4,1998 DRAWN CHECKED The AE Zone category has been divided atl ro i Limit l nd Moderate Wave Action - ZONE'VE REV DATE DESCRIPTION ti -- ZONEX LIMIT OF MODERATE ZONE AE BY BY (LIMWA).The LiMWA represents the approximate landward limit of the 1.5-nod 'ZONE AE 4� ,y� 20 NE,VE EFFFCT1vE OATF(SIOF rid=vlsor45)rO rH15 PANEL WAVEAGTION ZONE VE IEL 7) breaMrg wave.The effects of wave hazards batween the VE Zone and Ne LiMWA I t a�'S• Sepi FI 28.3009 m Change zonae We r auons,f reflect revised nwrip shoreline to mango (EEC) Spetlal FIDad rGdM7veas Isupm[emeelieDls 01 wave dclron,to lnDorparen Primary for between the shoreline and the LIMWA fa areas where VE Zones are rid - Emntal Duna maryss nreoeCl lne eFeCts of Coastal eoi or.tD mange Dasa FlDoa Identified)will be similarto,but lessseverethan thoseir VE Zone. Elevations.to update map format and to renes updated topographicintormauon 335000 FT- ---------------' LIMITOF MODERATE _ - Contact the FEMA Map Service Carer at 1-800-358-9616 for irortnalion on ZONE AE- WAVE A6TION available products Associated with this FIRM.Available products may include r- previously issued Letters of Map Change,a Floud Insurance Study report,and/or ZONE AE Toplate I flood insurance s Waflabe,e this mmmunil contact your In9lrande , Pirelli,di l versions of this map The FEMA Map Service Center may also be reached -fi (EL 7I d"tE OF Bf'OlIS 11 agent o-mp the National Flood Irsu2noa pro9am at 1-800-638B5620. 5 'r4f by Fax at 1-600-356-9620 and its website at Mtp:l/msc.fem a.gov. pyj�D - SO UTHOLD /� �� 4y If you have q uestions about this map or questions concerning the National Flood t' •t BAY /�((j�� * 8YE'.3Yi1 Insurance Program in general,please call 1.877•FEMA MAP(1-877-336-2627)or visit the FEMA website at LOCATION OF PROPOSED WORK MAP SCALE 1"=500' Mto llwww ism a.arnlbusnessrnfi P. / 3so o we loon `Aye _ -• FEET _ ZONE VE METERS / COASTAL BARRIER RESOURCES ,v 70 DID v ISO 0 ISO oaa SYSTEM(CBRS)LEGEND7 F'c - ZONEIAE (E75, `5d—N JE _4 K McKEON 10-01-1983 CBRS Area ZONE ! - D PANEL 0159H NEW YORK LICENSED PROFESSIONAL FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILTOR / / �.. ZON EVE ENGINEER LICENSE NUMBER:0953741 FIRMSUBSTANTIALLY IMPROVEDON OR AFTER OCTOBER 1.1983,IN DESIGNATED -1 CBRS AREAS. fi', LIMIT OF MOOERATF ,%- � WAVE AGTION a FLOOD INSURANCE RATE MAP IT IS A VIOLATION OF LAW FOR ANY PERSON, 11-1&1990CBRSAma ,►„ ZONE AE ': _ ¢� UNLESS THEY ARE ACTING UNDER THE DIRECTION 4 ,: lFL><91 Roatn POINT AVENUE - m OF THE RESPONSIBLE LICENSED PROFESSIONAL FLOOD INS TURAALLY IMPROVED AVAILABLE OR FORTE STRUCTURENOVEMBERINEWLLY BUILT OR i 1990,IN {'w a s,.., R4kyR ZO(NLeAE for SUFFOLK COUNTY,NEW YORK ENGINEER,TO ALTER THIS DOCUMENT. SUBSTADESIGNATED CBRS AREAS. ZONE VE 'v�e,i r ? °jhr (ALL JURISDICTIONS) I� p T I� 11-16-1991 Otherwise PrareCONTAINS: cted Area CPA) S IT E I N F O F�V\ A I M V ZONE AE Shelter Island m FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILTOR / IEL 9) 360809 COMMUNITY NUMBERSUBSTANTIALLY I MPROVED ON OR AFTER NOVEMBER 16,1991 IN DESIGNATED OPAs WEEHIN THE CBRS. SITE NO:ALBERTSON MARINE 11-1&1993CSRSArea - - 1 ?1; ZONE X ZONE X SHELTER ISLAND, 360809 { LIMIT OF MODERATE TOWN OF ROOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR •• T ',z�' WAVE ACTION a SOUTHOLD,TOWN OF 360813 G,I �,f� 71 D TANT IA CB RB ARFAS,ON OR AFTER NOVEMBER 15,19931N ZONEa a• os tic 0 61405 MAIN ROAD (EL ter, 11-16-1993 Otherwise Protected Area(OPA) SOUTHOLD,NY 11971 ZONE AE �47y -HorE- (ELter) 9y Ihs.AINCIUOE6 eWNDARes RETHe COASTAI.M FAIlA SUFFOLK i T��^LT,COUNTY �T Tr.rrT'v FLOOD INSURANCE NIOTAVAILABLE FOR STRUCTURES NEWLYBUILTOR RESOURCES SYSTEM ESTARUTA En UNDER THE COASIAL S V `l K V I�I L 1 SUBSTANTIALLY IMPROVEDON OR AFTER NOVEMBER 15.1993 IN BARRIER RESOURCES ACT OF 1892 ANDroR SUBSEOUEM DESIGNATED OPAs WITHIN THE CBRS. / EWLING LEG 02-24-1997 CBRS Area ® PANEL 159 OF 1026 MAP SUFFIX:H C CONCEALMENT TYPE: 7� r ROOD INSURANCE I AVAILABLE FOR STRUCTURES NEWLY BUILT OR (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 1501.0"CONCEALMENT L OLE SUBSTANTIALLY I MPROVED ON OR AFTER FEBRUARY 24,1997 IN DESIGNATED CBRS AREAS. Ncli,de to User The Map Number shvwm below shoWd be WI Boundaries of the John H.Chaffee Coastal Barrier Resources System snows aeovepsnow�d a uaee n nsudrenceo appFwR oaN ro me (CBRS]shown on th is FIRM were transferred from the official CBRS ZONE sudjed canmunity. source ar l for this area and are depicted on this FIRM for COPYRIGHT©2021,AZIDIUTH ENGINEERING P.C.,LLCALL informational purposes only.The official CBRS maps are enacted by cVEo) a MAPNUMBER RIGHTS RESERVED Congress via the Coastal Senior Resources Act,as amended,and I < THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS maintained by the U.S.Fish and Wildlife Service(FWS).The official 'i' 36103CO159H AUTHORIZED FOR USEONLY BY THE PARTY FOR WHOM THE 41'03'45" WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.THIS CBRS maps used to determine whether or notan areahs located within - '2000'+E 72`32'30' DRAWING MAY NOT BE COPIED,REUSED,DISCLOSED, the CBRS are available for download at httD�lfwww.fws gov.Foran 4=•0745' JOINS PANEL 0167 ® oISTRIRUTEo oR RELIED uaoN FOR ANv orHER PURaosE w official determination ofwhether or not an area is located within the '1g°0bE e19°0°'"E MAP REVISED WITHOUT THE ERPRESs WRITTEN CONSENT OF AZIMUTH Ir CBRS,or for any questions regarding the CBRS please contact the FWS 72.24225• ENGINEERING P.C.,LLC. I-F field office for this area at(631)776-1401. SEPTEMBER 25,2009 N w SHEET TITLE: z Federal Emergency Management Agency EP 2007 FLOOD INSURANCE a RATE MAP z 0 1 SHEET NUMBER: r7 m I �2007FLOOD INSURANCE RATE MAP G1RAf HIC SC'AI.e 4 . 4 8 SCALE:1/4"=1'-0"FOR 22"x34"DRAWINGS Z-18 (IN FEET) SCALE:1/S"=1'-0"FOR 11"517"DRAWINGS Q Y Y Z Z QM = z 3 3 3 3 3 om g o z� o Q° � --- p a= wU w w a �g O r" r o II o �6 V Z � �U w a-g m N w w zL w w Z Yap �u F ooh r�L, _ E E F o 0 0 0 0 `'°w ? 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