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HomeMy WebLinkAboutApproved Site Plan 1/9/24 PROJECT TEAM GENERAL NOTES CLIENT REPRESENTATIVE , M — 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 E COMPANY: ELITE TOWERS L.P. --�m' � M SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ADDRESS: I S. DURKEE LANE CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 CONTACT: TANYA NEGRON PHONE: (516)410-8730 APPLICABLE BUILDING CODES & STANDARDS E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM ET, �. f , +. If , ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE I. - I b ti 1•.__.F.r-.-_ c— E P_b 4 SITE ACQUISITION FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO - -- x _, COMPANY: ELITE TOWERS L.P. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRESS: I S. DURKEE LANE 3t,°e�4' I f e I es s �+o I n ni u n__v� L+I o n s I n f rasa -LI C}LI re Experts� CITY, STATE,ZIP: E.PATCHOGUE, NY 11772 I. 2020 BUILDING CODE OF NEW YORK STATE (IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEGRON ('C f PHONE: (516)410-8730 2. NATIONAL ELECTRICAL CODE NFPA 70-17 I-;J a ON%*ER S Ley E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM 3. 2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) Tifeiess",n In sastru:?urz Expels ks ENGINEERL.mw 0 s N _ D � 4. LIGHTNING PROTECTION CODE NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. .. 90 AL ROAD, SUITE 104 S. AMERICAN CONCRETE INSTITUTE 318-14 ! ADDRESS: E. H SEY R CITY, STATE, ZIP: PARSIPPANY, NJ 07054 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION CONTACT: JEREMY MCKEON PHONE: 973-970-0068 SOUTHOLD E-MAIL: MMCKEON@AZIMUTHEG.COM 7. EIA/TIA-222 REVISION H dE I�/ D ALBE MARIN"J ' 8. TIA 607 FOR GROUNDING APPLICANT/LESSEE I AN' C S 2024 �� o ` - ----- 9VE I REL . INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 COMPANY: ELITE TOWERS L.P. , NWI I Scut old Town 'S ADDRESS: I S. DURKEE LANE 0 10. IEEE C2 LATEST EDITION PEannin}soard CITY, STATE, ZIP: E. PATCHOGUE, NY 11772 11. TELCORDIA GR-1275 12.ANSI T1.31 I CO-APPLICANT 13 poll 'LHO 4 -. 1 COMPANY: NEW YORK SMSA LIMITED PARTNERSHIPSITJ NAME,* PROJECT DESCRIPTION/SCOPE OF WORKwe-, d/b/a VERIZON WIRELESS ADDRESS: 4 CENTEROCK ROAD CITY, STATE, ZIP: WEST NYACK, NY 10994 THIS PROJECT WILL BE COMPRISED OF: CO-APPLICANT ELITE TOWERS: INSTALLATION OF NEW EQUIPMENT COMPOUND, I T-0" HIGH CHAIN LINK FENCE WITH • L r- E'PUN Y-MOTIF C LE COMPANY: SOUTHOLD FIRE DISTRICT Q , ALL STATES RE,�uIRF NOTIE,ATioN of ADDRESS: 55135 MAIN ROAD PRIVACY SLATS, 150'CONCEALMENT TOWER, MESA CABINET, ELECTRIC METER BANK, ExCAVATnRc, DESIGNERS, oR A,i PEP-CT CITY,STATE, ZIP: SOUTHOLD, NY 10994 ELECTRIC TRANSFORMER,STEEL&CONCRETE BOLLARDS PREPARING To DISTURB THE ST T-_ SOU .0 DISrIRIC .1 '. '' D!iF FACC AN YNMEFE IN ANY S�AT� IHO py IL Know what's below. • NEW 711 x 35'-0" EQUIPMENT COMPOUND WITH I T-0" CHAIN LINK FENCE WITH Cal before you dig. PRIVACY SLATS= I FOR STATE SPECIFY DIPECT PHO'TE `IUMBEPS • NEW 150'CONCEALMENT TOWER= I VISIT: wwW.cALL8I1.COM SHEET INDEX • MESA CABINET= I • ELECTRIC METER BANK = I AL't: JEAWN 6'r. [I-ILCI Eu a • ELECTRIC TRANSFORMER = I AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION • STEEL& CONCRETE BOLLARDS =4 SOUTHOLD NY FIRE DEPARTMENT 13 01/02/24 REVISED PER COMMENTS JCM JWS 61405 RO12 12/27/23 REVISED PER COMMENTS JCM JWS Z-01 TITLE SHEET • NEW FIRE DISTRICT EQUIPMENT CABINET= I Z-02 SITE PLAN & NOTES NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM = I I 1 1 1/28/23 REVISED PER COMMENTS JCM JWS Z-03 BULK TABLE • NEW FIRE DISTRICT CONCRETE PIER=4 10 08/30/23 REVISED PER COMMENTS JCM JWS • NEW FIRE DISTRICT ANTENNA- I Z-04 ZONING INFORMATION • NEW FIRE DISTRICT PTP= 1 9 06/15/23 REVISED PER COMMENTS JRF JWS Z-05 200' RADIUS PLAN s 0 U 8 05/18/23 REVISED PER COMMENTS CM JWS Z-06 VICINITY PLAN HO 11971 VERIZON WIRELESS: J 7 05/05/23 REVISED PER COMMENTS JRF JWS Z-07 500' PROPERTY OWNERS LIST INSTALLATION OF NEW 2'40 CONCRETE PIERS,20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, EQUIPMENT CABINETOLK COUN , BATTERY CABINET,TELCO CABINET, PPC CABINET,WORK LIGHTS, 6 04/13/23 REVISED PER COMMENTS JRF JWS Z-08 COMPOUND PLAN DISCONNECT SWITCH, CABLE BRIDGE, PANEL ANTENNAS, RRH'S& DIPLEXERS. 5 01/03/23 CLIENT COMMENTS JCM JWS Z-09 EQUIPMENT PLAN Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NEW T-0"O CONCRETE PIERS = 6 REV DATE DESCRIPTION DRAWN CHECKED BY BY NEW 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM = I Z-I I ELEVATION NEW EQUIPMENT CABINET = I ® NEW BATTERY CABINET= I _ Z-12 CONSTRUCTION DETAILS- I SJL 1.04 IL ® NEW TELCO CABINET= I Z-13 CONSTRUCTION DETAILS-2 NEW PPC CABINET= I NEW WORK LIGHTS= 2 NEW CABLE BRIDGESWITCH = I n�v®F I EPI L Z-14 EQUIPMENT DETAILS- I � 1� 1� � K / , � Z-15 EQUIPMENT DETAILS-2150 1 NEW PANEL ANTENNAS =2 PER SECTOR, 6 TOTAL Gj �� IN , Z-16 FIRE DISTRICT EQUIPMENT- I NEW RRH- 3 PER SECTOR,9 TOTAL * �� �"" ��C�* . NEW DIPLEXERS = I PER SECTOR, 3 TOTAL(AT EQUIPMENT) Z-17 FIRE DISTRICT EQUIPMENT- NEW TRIPLEXERS= I PER SECTOR, 3 TOTAL(AT EQUIPMENT) si Z-18 2007 INSURANCE FLOOD INSURANCE MAP NEW TRIPLEXERS= I PER SECTOR, 3 TOTAL (AT ANTENNAS) AERIAL MAP VICINITY MAP N LD LD RE NUIN AD LD NY Ty F lu r F_ V_ EALMENI L S ON EW RK LICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER: 095374-1 _ AREA OF WORK !+!!a► ? �' W —JE IT IS A VIOLATION OE LAW FOR AEJ)' PERSOIEJ, SITE INFORMATION ^7 UNLESS THEY ARE ACTIIJG TINDER THE DIRECTION AREA OF WORK *; OF THE RESPONSIRLE LICEN ED PF=,oFESsIoNaL PROPERTY/TOWER OWNER z� ENGINEER, TO ALTER THIS DOCIIJI'VE J T. r fit,, : { ITE INF0F.) MAT 01',� : NAME: BUDD'S POND MARINA INC. `` '� ��" h � �� ,,�� '�`, � � .. S � ' I ADDRESS: 61405 MAIN ROAD �t ., , '. SITE NO: ALBERTSON MARINE CITY,STATE,ZIP: SOUTHOLD NY. 11971 DISTRICT: 1000 , s 3 �a. 61405 MAIN ROAD Vj SECTION 56.00 � � :.} , SUBJECT BLOCK/LOT: 3/15 ' SOUTHOLD, NY 11971 i c^ Albertson Marine, Inc SUFFOLK COUNTY CONTIGUOUS LANDLORD-OWNED LOTS: 13.4, I, 2.2 ' SITE TYPE: LATITUDE: 41.076024 + a LONGITUDE: -72.406034 150'-0" CONCEALMENT POLE LAT./LONG.TYPE: NAD 83 FEMA MAP BASE FLOOD ELEVATION- 6 AMSL + r �4 COPYRIGHT 02023,AZIMUTH ENGINEERING P.C. LLC ALL 'C L►1ND"RSIGNy PURSUANT RIGHTS RESERVED 2"'9-131(1),ACgNOE*YI ANT TOSOTJ17iOLDTUP.NCODES"'ClT*,� THIS DRAWING AND ALL THE INFoRMAT;ON CONTAINED HEREIN I_ " TI"OVALS EDGES THAT TIC, CONDMONSOF17 ' N A_ITHCPIZED E> u,E ONLY BY THE PARTY FOR WHOI/ >C .'4 ET FORTH I.�THE RESOLUTION O?" ** S I ! / App:!OV LAB WORK, WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS FAAIA GROUND ELEVATION = 5'AMSL .. 20 AREA A1.DATED DPAWING rrA.7' NOT BE COPIED REUSE[) , DISCLOSED, r' "ice" L�• CCEYTED(SEE CONDITIO Vg ON FEcoLUTIDII�, DISTRIBUTED nR RELIED UPON FOR ANY OTHER PURPOSE > EQUIPMENT ELEVATION = Y ABOVE GRADE - wI»ur THE r of AZIMUTH 1 E Pfti\T NA1LE /.},�/t/ �Lc���d� E EXPRESS WRITTEN C0'JSEN a---�--� 04 Z t AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE& EQUIPMENT COMPOUND ENCIrJEEeINC P.c., LLC o ' N AUTHU SfC\:1 �7t£ �'..1"�r—� r �� �?t�/ w _ �anQ9/7fl'!,E A�lilvt' ��1�,/ n z ZONING/JURISDICTION: TOWN OF SOUTHOLD DATE HEFT TILE: APPRO%'I:e)BY Q Toy r of soL'rlia 'I' ��\i�rG BOAeD TITLE SHEET ZONING DISTRICT: M-II - MARINE II z - 25 CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY J AIRi LRSOr SIG\ATt RE --� D;Tt 5'r1EE NUMbLk: HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN aI I: NOTL:The a. avedsFte aevelo HABITATION. HANDICAPPED ACCESS NOT REQUIRED. *' ••», t'**�'hsLcnethedateofAppr�vaj�'°tptP�s�a!Ihevv!_t�sa nerdo,+e+-1-fc"�it Ol �-O J per code sect_n r__ 13ZA. NOTES: 1 . LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS P I STRUCTURAL ANALYSIS. N N PENDING o \� APPROXIMATE PARKING AREA TO BE \� CONFIRMED WITH LANDLORD UPON 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE W I /---TOWN APPROVAL OF THE FACILITY WITH STRUCTURAL ANALYSIS. DESIGN. AREA TO BE KEPT OPEN AT ALL TIMES FOR EMERGENCY PURPOSES 3. TRUE NORTH BASED ON GOOGLE MAPS. PROPOSED 70'-0" x 35'-0" EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 1. `�;s f',� �"J f". v_:: R I zN'# uFf Y � ® U COMPOUND (SEE SHEET Z-OS) ..\ FRESHWATER WETLAND T 9.6 ( BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND 00 �-- ----ENGINEERING SURVEYING o Q ' SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & �`` ' 9.7 L LANDSCAPE ARCHITECTURE ANDpATED 10/24/18. [ �- \ 10..,7 GEOLOGY, P.C., ON MARCH 22, 2023. I:I_I`I`E TONVER S I_P CIII ® 1^Jl+eless Com'min,LdliJlS lr-rd5t'U:tlure Expels 15 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. g 9.1 \ sTN. yD p -�... . .. / "E) TFry\O R 8.°� Z 2.3 Z eoT. 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR � O +► w of SLOPE PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY TF4.54 s, 4.5 t;t r `- g D" - a. & SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. r �RAVE� j +1 --� 1F_.1 sm ® / 4.3 SLOP - O o Q w�.. t j r 15 -0 ± _ TO NEAREST BUILDING�N ADJACENT -� )T OF �CopE I \ CO w �' Z 4.2 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR I 6.1 ® J ENT PROPERTY 4.3 - sTt� 14 Z O 3.6 g MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTEWL `- ® ® w FACILITY FOR BOTH FIRE AND INTRUSION. ; O 8.3 To FENCE C MPO pU -!__ 3 3 (urv�' ® �� ® � �' 3�.8 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE ND ------___ Rip � � ' �`�-� _� __IP -�-® ,7III) 3.4 IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: I 1 Y-0"± \ 7 4.7 To CON�--.._.__ 18 C2 EALMENT P GRAVEL f - 3.9 A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS AND REQUIREMENTS. ; 4.5 N CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, I.: r \ , STANDARDS AND REQUIREMENTS. EXISTING 4.5 cn F- J D ° I �MON. PROPERTY LINE-- �+ L__ ,' .;; ;::E ;Y I �: ft m 4 5 -= 10. CONTRACTOR SHALL CONTACT "NEW YORK UNDERGROUND PLANT LOCATION PROTECT YOURSELF (TYP \ IIc l , ALL STATES REQUIRE NOTIFICATION Y P 01" ) /�-` 4.5 ��___-=�� I � ff - o E>:rAVATnn S. DESIGn ERS, OR ANY PERSON a __ _ SER ICE AT 1 - 1 PPEPARL IG TO DISTURB iHC EARTH" V SO -I / 0 9 62 79 62 A AT_ `� D LOCATE ALL EXISTING UTILITIES �. . S ITI N NG u L Es WITHIN _ ftft LIMITS OF NYSDEC FRESHWATER THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. Knowwhat'Sbelow. �"^- SIhFACE ANYWHERE iN Al.f STATE O c_A " ` WETLAND 100 FOOT ADJACENT 1.6 ��/ �` I I o ® _ J Call before you dig. j' AREA AND TOWN OF SOUTHOLD FOR STATE SrE('IFIC DIRECT PHOraE NUMBERS a� ® '° JI R \' / / WETLAND JURISDICTIONAL 1 1 • CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY VISIT: WWMCALL8r1.CO�� J ONAL AREA II " " FS 4So, COMPANIES REQUIREMENTS. A E uHAWN c) CHELKED 11, o lILLJ SFCTio_ '' 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. AS SHOWN WAS JKM Cn - T 4T'0" j 3 9 ® �(O\ 1 13 01/02/24 REVISED PER COMMENTS JCM JWS �9p 3. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO Iz 12/27/23 REVISED PER COMMENTS JCM Jws 0 4.7 ; ;' FENCE COMPOUND g pJ PRE-CONSTRUCTION CONDITIONS. i ® / 11 1 1/28/23 REVISED PER COMMENTS JCM JWS �_ J ro CONCEALMENT c: 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER 10 08/30/23 REVISED PER COMMENTS JCM Jws GRAVEL ' O NT POLE -j- __ . _ 0--) RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS CM J JWS \ ~ TRY \ 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD ME AL TF4.56 Z T BI,�I�DING Z � 7 05/05/23 REVISED PER COMMENTS JRF JWS ® '� - o IMPROVEMENTS ARE PROPOSED. I/ r-- CD � 6 04/13/23 REVISED PER COMMENTS JRF JWS , " µ 1 z 10_0 /�� o � �h� i 4 0� � � I � cC -D - - d- ! w � - I _ - WIDE z 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 5 01/03/23 CLIENT COMMENTS 4.4 - U +1 4.3 o Q JCM Jws DRAWN CHECKED Q 3 \�" Z o O 4 REV DATE DESCRIPTION BY BY O Ln 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. LIMITS OF NYSDEC FRESHWATER /\ U "-' �j ��N ® c ' WETLAND 100 FOOT ADJACENT �' ' O Z I \ 1 ® /. ; LU 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL. CONSTRUCTION LEVEL REA AND TOWN OF SOUTHOLD ® /i' \ DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE WETLAND JURISDICTIONAL AREA ; i- \_4.0 DRAWINGS. ���OFN��,, 0'" low Aim soft 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LA ` �'' I ® SURVEYING P.C. ND 4mft .4 � V NG .C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & O.H.D. ® . PROPOSED POWER AND FIBER CONDUITS TRENCHED DATED 10/24/18. ® 4. J q �.� Ff 4. 13 GF4.F,4 " "� ,� :w 0J5 4 -FROM STREET TO PROPOSED COMPOUND. ROUTE 4 �� MAY CHANGE ONCE THE CONSULTS ARE COMPLETED RECEIVED 4o.7 4. \ �-____ EM C EON NEW YO LICENSED PROFESSIONAL j 4.21 I �� T JAN 0 8 2024 ENGINEER-LICENSE NUMBER:095374-1 00, ® / ® co Sout o Town ® ' . CONIC. �N I ASPH. Planning Board IT Is A VIOLATION of LAW FOR ANY PERsor , W^ UNLESS THE'( ARE ACTING UI,IDEP, THE DIRECTION 3.7u TF3. ' i/' L OF THE PESPU SIBLE LICENSED PROFESSIONAL ENCINEER, To ALTER THIS DOCUMENT. ® ® ® ® ® ® ® ® ® C ® I® ® ® ....... APPROXIMATE SITE ACCESS \ ' TITE If � TOF. MATIOf�� ROUTE TO BE CONFIRMED 4.9 3'.�k,%; , ; E.A. 3.65 3.39 7 E.A. .51 SITE NO: ALBERTSON MARINE WITH LANDLORD UPON \ '/ ' /\%/ %' '' \7i '� ' 47'326 ' 2% 99 200 . 00APPROVED By ' Tr3.50 - TOWN APPROVAL OF THE—` / FACILITY DESIGN. AREA TO BE 4.33 4.26 3.96 3.98 �' _ �7.03 �- 61405 MAIN ROAD 4.10 COORDINATE SYSTEM: NAD83 PLANNING BOARD KEPT OPEN GE ALL TIMES FOR (2001) NY SP FEET LONG ISLAND SOUTHOLD, NY 11971 EMERGENCY PURPOSES --- - TOWN OF SOUTHOLD SUFFOLK COUNTY M A ':,il /' , D ( N . Y . S . RTE . DATE I SITE TYPE: H, / � 150'-0" CONCEALMENT POLE ...�- W 3 RIGHTS RESERVED � COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL THIS DRAWING APID ALL THE IN^O!'MATION CONTAINED HEREIN IS s AUTHORIZED FOR U E ONLY B)' THE PARTY FOP. VVHOM THE WOF.I! �%IAS CONTRACTLD OR TO WHO?A IT I, CERTIFIED THIS r > FRESHWATER WETLAND % �� DRAWING MAY NOT BE COPIED, REUSFD, DI;CLOSED. . UNDERGROUND SERVICE ALERT - NEW YORK 81 1 0 DISTRIBUTED OR RELIED JPOI° FOR ANY OTHFF PURPOSE c BOUNDARIES DELINEATED BY VHB WITHOUT THE EXPPESS WRITTEN sONSENT OF AZIMUTH UTILITY NOTIFICATION CENTER OF NEW YORK ® EPJGIDiEERING l'U., LLC. o ENGINEERING, SURVEYING, ' 800 272-44 80 .R. ;. LANDSCAPE ARCHITECTURE AND WWVV.NEWYORK-81 I.COM q SHEF-T TILE: Q GEOLOGY, P.C., ON MARCH 22, 2023. Know what's below. -- CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION SITE PLAN &NOTES Cal I before you dig. c� GRAPHIC SCALE 20' 10, 0 20' 40' SHEEI PJUMHLR,: J 1 SITE PLAN SCALE: 1"=20'-0"FOR 22"x34"DRAWINGS Z-02 Q - -- _- -- (IN FEET) SCALE : 1 2" =20'-0"FOR I I"x17"DRAWINGS REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XV11 WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS ' ci COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-11. 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION, 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280.70 F. ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT FROM ALL JURISDICTIONAL AGENCIES: 280-70 F. 1 WETLANDS,TIDAL AND FRESHWATER, COMPLIES 280-70 F. 2 LAND ABOVE HIGH GROUNDWATER WITHIN 10 FEET OF THE SURFACE). COMPLIES 280-70 F. 3 LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS. COMPLIES L COASTAL EROSION HAZARD AREAS. COMPLIES 280-70 F. 5 DESIGNATED PARKLAND. COMPLIES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING IT THAT IS FREE OF OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.A SMALLER FALL ZONE MAYBE c r ALLOWED IF SUPPORTED BYA REPORT SUBMITTED BYAQUALIFIED STRUCTURAL ENGINEER.THE 300'FALL ZONE REQUIRED;23'-U'FROM NEAREST _ 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURE ON PROPERTY;STRUCTURAL REPORT ^ CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A PROVIDED AS PART OF APPLICATION SUBMISSION; E L IT : ONV I I'S Lp SMALLER FALL ZONE IS APPROPRIATE AND SAFE.THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST VARIANCE REQUIRED 1".rF' v�Commur:;.airo:�s it=; t2 ct,re Ex�ers NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. 280-70 I. ANTENNA SUPPORT STRUCTURES IN THE LI, LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE � -- W FOLLOWING RESTRICTIONS: D 280-701.(1) MINIMUM LOT SIZE: IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M II MINIMUM LOT SIZE:80,000 JAN C u 2024 SF EXISTING LOT IS 41,346 SF Som"Urr__.��. OIPROPOSED MONOPOLE HEIGHT: 150'-0" Southold Town ® O. 280-70 I.(2) MAXIMUM HEIGHT:80 FEET. Planning Board _. VARIANCE OR WAVER REQUIRED - r E... 2M701.(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS SHALL BE NO LESS THAN 500 FEET. 8'-U'TO ADJACENT PROPERTY LINE r. SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES, INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY 280-70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: SETBACKS,ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS 280-70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE (REFER TO BULK REQUIREMENTS CHART ON SHEET Z- LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. 03) SIGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS,WHICH ARE REQUIRED,SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE 280.70 N.(2) NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS. INSTALLED ON EXTERIOR OF COMPOUND FENCE PROTECT YOUR SEI CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE / ALL SrarEO REou1RE r:onncArn,d o- --- ------- NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES o EXI AVATORS, DEsn;raEPs, OR ANY PEFSON FEET IN SURFACE AREA. PREPARING TO D14TURP THE EARTH'S SUFFACE ANYWHERE IN ANY STATE BULK REQUIREMENTS FOR ZONE III-11 (MARINE II Knowwelow. BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH Call before you dig. A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE FOR STATE SPECIFIC DIRECT PHONE NUMBERS ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN VISIT: W1A/ v.CALI.811 Lrn1i l ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO NO SHELTERS ARE CURRENTLY 280-70 N.(3) THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAYBE PROVIDED FOR SERVICE PROPOSED.THIS WILL BE TAKEN INTO A�-L DRAWII Bi [H1Cr,Lu Br: /� / VEHICLES. NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS AS SHOWN WAS JKM J( \ T �� �� �' ! E `T P 0 P U E D �� �V �� E f\J T WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON -- — CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. MINIMU1:1 LOT DII,/IENSIOPJS 13 01/02/24 REVISED PER COMMENTS JCM JWS AREA 160,000 SO FT * 41 ,34E SOJ F! J0 CHANGE NON—COMPLIA,IJT ** BASE EQUIPMENT LANDSCAPING.ASCREENOFEVERGREENTREESSHALLBEPLANTEDOUTSIDETHEFENCE OF THE BASE EQUIPMENT AREAOR SHELTER TO PROVIDE A VISUAL SCREEN OR BUFFER FOR ADJOINING 12 12/27/23 REVISED PER COMMENTS JCM f W$ WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE I I 11/28/23 REVISED PER COMMENTS JCM JW$ DEPTH 1 50 FEET 189.79 FEET NO CHANGE COMF LI ES PUBLIC.THE SCREEN SHALL CONSIST OF DOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF NO LANDSCAPING TO BE PLANTED AROUND COMPOUND -- -- - — 280.70 N.(4) SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED 10 08/30/23 REVISED PER COMMENTS JCM JWS MINIMUM YARDS 35 FEET ±<9.4 FEET FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILnYOF NON-COMPLIANT ER01`JT 174'± (TOV�ER) CO:MPCIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE 9 06/15123 REVISED PER COMMENTS JRF JWS Mfti v1l_IM YARDS INSTALLATION. 8 05/18/23 REVISED PER COMMENTS f CM JWS SIDE 25 FEE. 40.7 FEET 86 ± (TOWER) �OM PLI'-S SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC REAR 25 FEET C,1 .9 FEET 50 ± (TOWER) � CO!E1PC!ES WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING 7 05/05/23 REVISED PER COMMENTS JRF JWS BOTH SIDES — 50 FEET 102.C' FEET 199'± (TOWER) COP,IPLIES 280.70N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FUCTURESSO THAT THE LIGHT 6 04/13/23 REVISED PER COMMENTS JRF JW$ -- - SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE COMPLIES MINIMU1�,1 YARDS TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR 5 01/03/23 CLIENT COMMENTS JCM JW$ SIDE 2'5 FEET 40.7 FEET 47'± (COMPOUND) COMPLIES � SAFETY LIGHTING. DRAwN By REAR FEET REV DATE DESCRIPTION BY BY 61 .9 EEET °'± (COCPPOIJf1D) NON ** STANDARDS.INADDITIONTO THE STANDARDS IN ARTICLE XXIVAND THE STANDARDS IN§280-70 HEREIN,ALL BOTH SIDE`� 50 FEET 102.6 FEET 1 27'± (COMPOUND) COMPLIES WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN LANDSCAPE AR 280-72 A POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE A 20° MAX 0' 0— NON—CO,'1')LIANT ** FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR -- ---- —_ _ CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: MA'r.:IP✓1'JM !LOT COVERAGE 3C)o 2C.2% 2 (NEW) COMPLIES CO-LOCATION,WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY �E 28.2 o TOTAL) 280-72 A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES ;� �✓ MAKI,IUM FENCE HEIGHT 6'-6' N/A C" ** PROVIDERS,WHEREVER POSSIBLE. Y. / 1`'-� IJor1—cGi PLArJT Ir -- SCENIC LANDSCAPES AND VISTAS.ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE 0, y OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BY PLANTED R I* — THE NJIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN ASCENIC SITE NOT LOCATED IN SCENIC VISTA 280.72 A.(6) VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL SUBJECT PRGPERTY. THE TOWN CODE f3UL!: SCHEDU_E FOR THE ✓ _ MII Z OH E R EOU I R ES 80,000 SO FT PER USE NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED COMPLIES LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. 374 COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER RE c O N BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL NEW K LICENSED PROFESSIONAL 280-72 A.(7) AVIATION ADMINISTRATION(FAA).IF A WIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE ENGI Y ER- LICENSE NUMBER:095374-1 OTHER THAN A TOWER,THE ANTENNAAND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNAAND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE IT IS A VIOLATION OF LAW FOP, Arl Y PERSON, AS POSSIBLE. UNLESS THEY" ARE ACTINIC UrIDER THE DIRECTIFDN OF THE RESP06JSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR HAS ONE OR MORE S I T C n� � r n A� FI 0�J e PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM RESIDENTIAL ZONE OR USE — ) \ V PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAYBE CONSTRUCTED 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 BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 61405 MAIN ROAD BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE NO LANDSCAPING TO BE PLANTED AROUND COMPOUND SOUTHOLD, NY 11971 280-72 A.(9) FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 NON-COMPLIANT AP P P OV E D BY SUFFOLK COUNTY FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURITY OF AT LEAST 10 FEET LESS THAN THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN PLANNING GOARD THE GAPS IN BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FILLING IN AND MATURING.THE PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC SITE TYPE.- SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL TOWN OF SOUTHOLD PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILITY'S OWNER SHALL BE REQUIRED TO - 150'-0" CONCEALMENT POLE ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE DATE t I Z�Iu�2�{ INSTALLATION s r 3 280-74 C. 4 ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY � � + !` COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED rH 280-74 C.(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET Z-01) THIS DRAWII`IG AND ALL THE LIFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PAPTY FOF WHOM THE A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, WORK WAS CONTRACTED OF TO WHOM IT Is CERTIFIEC. THIS w 280.74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH SEE SHEETS Z-14-Z-17 DRAWING MAY NOT BE COPIED, FEUSED, DISCLOSED, ANTENNA,INCLUDING THE PROPOSED ( ) DISTRIBUTED OR RELIED IJPC^I FOR AIJY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CO'ISENT OF AZIMUTH 280.74 C.(10) DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: ENGINEERING PC., LLC. 280-74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674'f CIL280-74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 353't SHEE l LE: Q 280-74 C.(10)(0) ALL OTHER STRUCTURES 374't 280-74 C.(10)(� ROADS,RIGHTS-OF-WAY,DRIVEWAYS 181't 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE SEE SHEET Z-06 BULK TABLE 280-74 C.(12) PROPOSED MEANS OF ACCESS SEE SHEET Z-02 DIAMETER OR WIDTH THE LLJ CATED m 280-74 C.(13) STRUCTURIE ON ATDTNGS S WI DEST/AND NARROWEST,AND HITH DIMENSIONS CLEARLYIEDTIAL EST OINT,,I INCLUDING ANTE NAS OR LLIIGHTNING SEE SHEET Z-11 SHEET NIJNBFR: PROTECTION Z_03 [J N lyll, �A, Ln 22� N W S 4.2 1101, 7.OA uen o 101 0) AZIMUTI- ' ENGINE�' �'IINI[33 RC, 019 27.7A C e 817-r- V TOWN OF SOUTHOLD 0 S oe� 11.16 ELITE OWERS LP 3.8A Wieless Communicaliwis Inftastrurture Expos (COUNTY 0F&JFFMK DEMOF"OENT A*Hn�- 41, 0 0 LU S .............�,! Cent .............�,!, .............�,!, HamletCent 4 SITE UTn0L % % LOCATION 1,00 4& 7, zonin �­p 0 01 ZONING,, , a 0", AC A� 6.3A �0 D 7,� NH ®R TY 00:SUFFOIX R1411", verizon N DEVELOPMENY R1Grr1Sj,­-,, o#_ 'A(c) '0 ;6s A W A� r aw, PROTECT YOURSELF OF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN ANY STATE 0 — I Know wilhat'sbe OW. Cal I before you dig. 5001-01, FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81I.COM T RA 135 DIUS LINE 2- io �,CALE: ICHECKED By S "'0 (C) AS SHOWN WA JKM lz r7 "N g' , 11.2 13 01/02/24 REVISED PER COMMENTS JCM JWS R� J 5 4 (NII EN 12 12/27/23 REVISED PER COMMENTS JCM JWS 1.4A I A #101111" 4ft OTct 11 11/28/23 REVISED PER COMMENTS JCM _jWS ve 1.2 *0 j j -s� Vol 2.3A(c uuthold , ,i�-t 9 06/15/23 REVISED PER COMMENTS JRF jWS gl. 8 05/18/23 REVISED PER COMMENTS jCM jWS i COU 7 05/05/23 REVISED PER COMMEN JRF JWS TS k 01S. 'OL V" TOWN Or S R-4 6 04/13/23 REVISED PER COMMENTS JRF jWS "Ole 5 01/03/23 CLIENT COMMENTS jCM jWS DRAWN JCHECKEJ 1 R-8 REV DATE DESCRIPTION BY BY COUNTY 0F <1b, ftdcrS Pond YX 'M,­% N RR WNCIERWAMP LAW) 3F NEW i0o 10 7', gg-,,x m ""gi A t R, Q --7msinK 7 00* '11T,7777 coof J# X2"41D �90 OF XR E E N 16 A- j�7 NEW' �D PROFESSIONAL V11 ENGINE LICENSE NUMBER:095374-1 06 wow, 120, IT IS A VIOLATION OF AW FOR ANY PERSON, 4 pz,�, N Bayview Rd Ext UNLESS THEY ARE ACTING UNDER THE DIRECTION tsayView Rd,� OF THE RESPONSIBLE LICENSED PROFESSIONAL j ENGINEER, TO ALTER THIS DOCUMENT. t e jz� AN '4­ SITE INFORMATION - 4.0 ALBERTSON MARINE SITE NO 28 0 _ 7,1 V 2.5A(c) 0 1114% 10 .6 14 61405 MAIN ROAD 2a B C ea p Cedar SOUTHOLD, NY 11971 16 b co SUFFOLK COUNTY Or N SITE TYPE: Orc 'P, c7t A 150-0" CONCEALMENT POLE 4F,'5 It COPYRIGHT @ 2023,AZIMUTH ENGINEERING P.C.,LLC ALL APPROVED BY ........ RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS PLANNING BOARD AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE Map Prepared by WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS NOTE: DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, TOWN OF SOUTHOLD Town of Southold Geographic Information System J�STRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > WITH OUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH Lij ENGINEERING P.C., LLC. July 29, 2016 RECEIVED i DATE-, io 1 . PARTIAL ZONING MAP IS BASED ON ZONING -"16 Suffolk County Real Property Tax Service Agency 'SHEET TITLE: Lij MAP PREPARED BY THE TOWN OF SOUTHOLD JAN 0 8'2024 AREIS and Tax Map Copyright 2016, GEOGRAPHIC INFORMATION SYSTEM DATED Southold-Town < County of Suffolk, NY ZONING INFORMATION Planning Boa 07/09/16. rd �n SHEET NUMBER: GRAPHIC Z-04 Lij GRAPHIC SCALE C2 PARML TAX MAP (IN FEET) N.T.S. 2 ZONING MAP (IN FEEscALE N.T.S. < T) W c"I _D FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND1, m GEOLOGY, P.C., ON MARCH 29, 2023. ENGINEERIN03 RC. ELITE TVriRS LP ��► �� ;,tili-i rs Ccfnmtj a0 n s Int astfuctuire Exp" FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB Q A ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND N GEOLOGY, P.C., ON MARCH 29, 2023. f so, LIMITS OF CLEARING, GRADING AND GROUND DISTURBANCE �.. O verizon / O w ` n v , r' PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON r. ^. F". PREPARING SURFACE ANYWHERE DISTURB INN ANY STATE S } Know what's below. a= Cal I before you dig. FOR STATE- SPECIFIC DIRECT PHONE NUMBERS r k ALL81l.COM U SCALE E DRAVN BY [HECKED D , f z u , AS SHOWN WAS JKM r , 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM jWS LIMITS OF NYSDEC FRESHWATER - a� � - 11 I I/28/23 REVISED PER COMMENTS JCM jWS r., .m WETLAND 100 FOOT ADJACENT �, ,� AREA AND TOWN OF SOUTHOLD c +�,�� � 3��' 10 08/30/23 REVISED PER COMMENTS JCM jWS � :,tom <�. a . w WETLAND JURISDICTIONAL AREA O REVISED PER COMMENTS 9 06/15/23 JRF jWS G 23 REVISED PER COMMENTS CM jWS s o5/I8/ J s 'w REVISED PER COMMENTS JR JW /05/23 1, , r 6 7 05 F S �� 6 04/I3/23 REVISED PER COMMENTS RF jWS RE TS J 5 01/03/23 CLIENT COMMENTS jCM jWS DRAWN CHECKED 5, ESCRIPTION BY BY REV DATE D b E� Al A\V1 E I .,.. 4 � I J E M ON NEW YORK L NSED PROFESSIONAL ;. ENGINEER- ENSE NUMBER: 095374-1 3� x V IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION og, { OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NO: ALBERTSON MARINE 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD, NY 11971 BOUNDARIES DELINEATED BY VHB m SUFFOLK COUNTY ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND ± LIMITS OF NYSDEC FRESHWATER GEOLOGY, P.C., ON MARCH 29, 2023. SITE TYPE: WETLAND 100 FOOT ADJACENT. 150'-O" CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD r WETLAND JURISDICTIONAL AREA COPYRIGHT CO 2023,AZIMUTH ENGINEERING P.C.,LLC ALL 0) RIGHTS RESERVED 3 THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE r j WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE W WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH g _ ENGINEERING P.C., LLC. APPROVED BY g ;; � SHEET T TITLE: z PLANNING BOARD JAN 0 8 2024 Q TOWN OF SOUTHOLD Sout old Town 200'RADIUS PLAN z f o DATE 1 )l ll�_o� Planning Board SHEET LW!BF=R: 4 LLI m 1 ' 200' RADIUS PLAN ( ., /,-D� �i ..�.Q, GRAPHIC SCALE "A" *T.S. �j'05 J ---. - --- {� / — (IN FEET) j�l j Q I N CV 0 d �F i _. F," " . = z k yg+ }� ^ ^.,»,N"¢73 1 V �'h� �'„„r R I: 4k'4,"..A RE". 0 c -w LE or FRESHWATER WETLAND ELITETOWERS LP BOUNDARIES DELINEATED BY VHB 'rv" ' sso°" 'n `°mot°'" t ` E ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND fr GEOLOGY, P.C., ON MARCH 29, 2023. � � x PROPOSED 150' CONCEALMENT POLE , .. F`- O verizo FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ENGINEERING, SURVEYING, PROTECT YOURSELF O O`� LANDSCAPE ARCHITECTURE AND �Z. rvE ALL STATES REQUIRE NOTIFICATION OF ��� N o EXCAVATORS, DESIGNERS, OR ANY PERSON ' PREPARING TO DISTURB THE EARTH'S GEOLOGY, P.C., ON MARCH 29, 2023. �1 � ,-� SURFACE ANYWHERE IN ANY STATE �O x Know what's below. Call before you dig. .K ' FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l_COM 3401 >. S�CT�ON SRO A DRAWN BY: BY. AS SHOWN WAS JKM ,p o� 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS „ II II/28/23 REVISED PER COM MENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS c ° 8 05/18/23 REVISED PER COMMENTS JCM JWS } F` . r 7 05/05/23 REVISED PER COMMENTS JW h JRF S x- F 6 04/13/23 J S F f I N� REVISED PER COMMENTS R W . r�Ii'� i I i III r II 5 01/03/23 CLIENT COMMENTS JCM JWS > DRAWN CHECKED REV DATE DESCRIPTION BY BY LIMITS OF CLEARING, GRADING � z Z AND GROUND DISTURBANCE .o > A _ ��OE O --1 1 LIMITS OF NYSDEC FRESHWATER WETLAND 100 FOOT ADJACENT p 4 JE M cKEON AREA AND TOWN OF SOUTHOLD �� N LEGEND NE YORK ENSED PROFESSIONAL WETLAND JURISDICTIONAL AREA �' .� ----- ENGINEER- LICENSE NUMBER:095374-1 �O G R-80-PARKS & IT IS A VIOLATION OF LAW FOR ANY PERSON, FRESHWATER WETLAND RECREATION M-11-MARINE II u OF T THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. rm BOUNDARIES DELINEATED BY VHB ENGINEERING, SURVEYING, SITE INFORMATION - LANDSCAPE ARCHITECTURE AND - ----- --- - GEOLOGY, P.C., ON MARCH 29, 2023. SITE NO: ALBERTSON MARINE 61405 MAIN ROAD SOUTHOLD, NY 11971 LIMITS OF NYSDEC FRESHWATER SUFFOLK COUNTY WETLAND 100 FOOT ADJACENT R-40 RESIDENTIAL AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA SITE TYPE: REC VED 150'-0" CONCEALMENT POLE JAN 0 8 2024 COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL SOUL old Town RIGHTS RESERVED Planning Board THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE W WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH NOTE: ENGINEERING P.C., LLC. N z AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019 & SHEET TITLE: s. SUFFOLK COUNTY, NEW YORK FRESHWATER VICINITY PLAN w WETLANDS GIS MAP INFORMATION DATED 09/07/2018 I— SHHI NUPiIBER: m I VICINITY PLAN GRAPHIC SCALE 05 Z—06 Q — ------- -- - PLANNING BOARD i I (IN FEET) 1� T.S.• TOWN OF SOUTHOLD DATE___j "- - H, ,� LL Ln C"J CD N r� i L «. { ¢' Lj LIM .E District Section Block Lot Owner Owner's Address EI]Ti- -Fov, I=P s I-P Vdvc-less Commonifatro°Ts InYaarnl_tirre Exr=is 1000 56 1 4.2 Scott & Pauline Carter 1605 Mill Path, Southold, NY 11971 4 1000 56 1 10.1 Town of Southold 2205 MITI Path, Southold, NY 11971 RECEIVED 1000 56 1 11 2 JAN 0 . Angela Norton 610 Pond d Avenue, Southold, NY 1971 SouthoSOUTHOLD ) r l Town .'� ; .-• " PIannin g Board P 1000 56 1 11 .6 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 1 11 .11 Angela Norton 610 Pond Avenue, Southold, NY 1971 ® r 1000 56 1 11 .12 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 3 13.3 Angela Norton 61025 Route 25, Southold, NY 11971 1000 56 3 14 New York Telephone Co. 60975 Route 25, Southold, NY 11971 , FROTECT YCHR'-ELF AI L STATES REQUIRE "T:-Ir ATI��Ii �_�F U. ER CAVATORS, DESIGNEPS, OR AN'+ PERSON PREPARING TO DISTIi-E THE EA PTH'S SURFACE ANYWHERE IN ANY STATE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25, Southold, NY 11971 Knowwhat'sbelow. Call before you dig. FOR STATE SPECIFIC DIRECT PITIME NUMBERS 1000 56 3 1 Main Road Brokerage LI, LLC 61505 Route 25, Southold, NY 11971 N Vic-IT: WWW CAL_L211.C°M .:,;;ALI -,RAWN b,: I-HECH ED B is 1000 56 3 2 Emmanuel & Toula Leodis 61575 Route 25, Southold, NY 11971 AS SHOWN WAS JKM 13 01/02/24 REVISED PER COMMENTS JCM JWS 1000 56 3 3 Emmanuel & Toula Leodis 61625 Route 25, Southold, NY 11971 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1/28/23 REVISED PER COMMENTS JCM JWS 1000 56 3 4 Town of Southold 61725 Route 25, Southold, NY 11971 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25, Southold, NY 11971 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25, Southold, NY 11971 6 04/ 3/23 REVISED PER COMMENTS JRF JWS 5 01/13/23 CLIENT COMMENTS JCM JWS REV DATE DESCRIPTION DRAWN CHECKED 1000 56 5 7 Margaret Dato 445 Budds Pond Road, Southold, NY 11971 BY BY 1000 56 5 8 Ecka Grando 545 Budds Pond Road, Southold, NY 11971 1000 56 5 9 Suffolk County 64 Budds Pond Road, Southold, NY 11971 �����Y K r A 1 �I 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road, Southold, NY 11971 � 4 J i 374 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road, Southold, NY 11971 JF�E ON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road, Southold, NY 11971 NEW YO ICENSED PROFESSIONAL ENGINEE - LICENSE NUMBER:095374-1 1000 56 5 17 Jean & John Weber 590 Budds Pond Road, Southold, NY 11971 IT IS A VIOLATION OF LAW FOR ANY PERSON, JI!LESS THEY ARE ACTINC, UI\ER THE DIPECTION OF THE RESPONSIELE LICENSED PROFESSIONAL ENGI!!EER, TO ALTER THIS DOCUIIE[!T. 1000 56 6 1 .1 Eli Green & Dalton Route 25, Southold, NY 11971 SITE INFORMAT11O�\I - 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 1000 56 6 3.4 bl 600 Main Road LLC 6] 600 Route 25, Southold, NY 11971 SOUTHOLD, NY 11971SUFFOLK COUNTY SITE TYPE: 150'-0" CONCEALMENT POLE t} COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED APPROVED Y THIS DRAWING AHD ALL THE INFURMATION CONTAINED HERE][,] IS A,1T'-IORIZED FOR USE CHLY BY THE PARTY FOR WHOM THE n /�n WI-)RV WASCONTRACTED OR TO WHU41 IT IS CERTIFIED, THIS PLAR�ti'�If G 6Of'af"�D DISTRIBUTED DPAWIN, VAY NCT BE COPIED, REUSED, DISCLOSED, OR RELIED UPON FOR ANY OTHER PURPOSE LLJ W''THOUT THE EXPRESS WRITTEN CUISENT OF AZIMUTH TOWN OF SOUTHOLD ENGINEERING P.G., LLC w DATE SHEET 11TLE: rl 1-2-5-1 2z-L{ < zi H. A,-4 200' & 500' PROPERTY 1: I� OWNERS LIST F- W 1 PROPERTY OWNERS LIST SHEET Z-07 m NOTES: . NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P.C. SIGNED — .� BY STEPHEN E. RAVN P.E. L.S. LICENSE NO. 49664 & DATED 10/24/18) 0 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER & ELITE PRIOR TO CONSTRUCTION. Z 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL H PROPOSED MESA CABINET (BY / ANALYSIS. TOWER DESIGN TO BE BY OTHERS. LU PROPOSED 8'-0" x 10'-0" PREFABRICATED ELITE TO BE INSTALLED ON 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. 1771 EQUIPMENT PLATFORM WITH HANDRAIL / H-FRAME AND ELEVATED ABOVE 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND 0 KIT ELEVATED 3' ABOVE GRADE ON PROVIDED A REPORT. / FLOOD ELEVATION I= 'z o / CONCRETE PIERS in r (SEE DETAILS 1 &2, SHEET Z-17) r77- / PROPOSED UTILITY H-FRAME ,' j (TYP. OF 2) (SEE DETAIL 5, SHETT Z-17) 4 -T�: TC� �.�o`� LP Mir j \ �LI _ / PROPOSED H-FRAME MOL NTED v,e!esS Commior,..ar,o,)5,r�astnE..tLFre.Expels LIMITS OF CLEARING, GRADING _ - RMER (BY ELITE 77 AND GROUND DISTURBANCE LTRANSF( - 1 � SOUTHOLD_ / PROPOSED POWER CONDUIT ROUTED FROM TRANSFORMER ;} �TO METER BANK SEE DETAIL I, SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE --� 10'-0" A.G.L. (SEE DETAIL 4, SHEET Z-14)\\ 0 — _ Z PROPOSED VERIZON WIRELESS -'m ro� — _r /" / —UTILITY METER MOUNTED IN f" oo OPEN SOCKET BY 0 0 - :( ELITE) \ 3 I+ \ -D PFOTECT YOURSELF O ® ALL STATE RI QUIPS NQIIFICATION OF FUTURE CARRIER _ FUTURE CARRIER Z �� (� o FICA VATORS. DESIGtSRS, GP ANY RTH'S � t (� i FREFARwr, TO olsnIRr� THE EARTH's SURFACE AIIIWHERE III AN'r S?ATE EQUIPMENT AREA \" EQUIPMENT AREA �I d1— W Knowwhat'sbelow. Ca I before you dig. — -- - FOR STATE SPECIFIC DIRECT F'HOhE NIIN/ERS PROPOSED MULTI METER-METER PACK VISIT: WhWCALL81I.001,1 \ — ---- -- (�-- FJ -WITH DISCONNECT (BY ELITE)w ALE RAW t r: Ht_.KrLI e TO BE INSTALLED ON H-FRAME AND AS SHOWN WAS JKM ELEVATED ABOVE FLOOD ELEVATION �00 �. 13 01/02/24 REVISED PER COMMENTS JCM JWS \ PROPOSED VERIZON WIRELESS 7/8"43 COAX CABLES Z j PROPOSED FIRE DISTRICT CABLES ROUTED ON I 12 12/27/23 REVISED PER COMMENTS JCM JWS ROUTED ON PROPOSED CABLE BRIDGE TO TOWER� ���_, ; / �� -" '�\ \ �, � PROPOSED CABLE BRIDGE FROM FIRE DISTRICT .,, 11 t u28/23 REVISED PER COMMENTS JCM Jw5 (TYP OF 4 PER SECTOR, 12 TOTAL) \ EQUIPMENT TO PROPOSED TOWER (TYP OF I) ',7 10 08/30/23 REVISED PER COMMENTS JCM JWS o W 9 06/15/23 REVISED PER COMMENTS JRF JWS M / ' i �'` - �_ PROPOSED VERIZON ANTENNAS & EQUIPMENT -- 8 05/18/23 REVISED PER COMMENTS CM WS � (BY VERIZON WIRELESS) WITHIN PROPOSED I— � J J CONCEALMENT POLE (SEE SHEET Z-09) �� 185rTO WETLAND W2 7 05/05/23 REVISED PER COMMENTS JRF JWS — — — — _ — — — — — — — — — 77 -- --�'� 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 0I/03/23 CLIENT COMMENTS JCM JWS \\y `I' I [REV DATE DESCRIPTION D B WN CHE YKED l-- PROPOSED 150 MULTI-SECTION I I -W Z-11 1-_ } MULTI-SIDED RADOME >- 1 i CONCEALMENT TOWER (BY ELITE) I \ FUTURE CARRIER _ 1 IOF NEPl EQUIPMENT AREA / ` I I �� PROPOSED 70'-0" x 35'41 1 y S \I l � Z—(2,450 SQ. FT.) EQUIPMENT I I \ _. . � D ,`^ 1 COMPOUND BY ELITE _ I% 3537 - --- -- - — — ---- - -- I - ---_ JAN 0 g 2024 Southo Town Planning Board EM MIKE N / - — E —_-___- E�---_®� ' EW YO ICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 — ----------- �}-- 1 r \�— l L� r n I r n � IT IS A V'OLATION OF LAW FOR AN ' PERSON, PROPOSED 12'-0" WIDE ACCESS 70-0 _ _ UNLESS THEY A�,E Ao-TII`JI� I_NDEr, THE D RECTIOH _ ----- -- —\ - OF THE RESPONSIBLE LICENSED PROFESSIONAL GATE (TYP OF 2 x 8'-0") (BY ELITE)--� j — - APPROVED DY ENGINEER, TO ALTER THIS DOCUMENT. (SEE DETAIL I, SHEET Z-13) —_ — '�/ PLANNING BOARD - - - / SITE INI C>RMATIO� ',J . PROPOSED 12'-0" HIGH BLACK / PROPOSED VERIZON WIRELESS TOWN OF SOUTHOLD SITE NO: ALBERTSON MARINE CHAIN LINK FENCE WITH GREEN Jj UNDERGROUND POWER & TELCO CONDUIT I \ "1- DATE 7 Ii2s PRIVACY SLATS (BY ELITE) (SEE / // (BY VERIZON WIRELESS) ROUTED FROM METER l 61405 MAIN ROAD DETAIL I, SHEET Z-13) RACK & MESA CABINET TO PROPOSED PPC & � / Z Z TELCO CABINET ON PROPOSED EQUIPMENT m1� w t SOUTHOLD, NY 11971 w p PROPOSED VERIZON WIRELESS 10'-0" x 20'-0" STEEL PLATFORM PLATFORM (SEE DETAIL I & 2, SHEET Z-12) SUFFOLK COUNTY a — (BY VERIZON WIRELESS) WITH 42 TALL HANDRAIL & 8-6 TALL w m STEEL CANOPY(200SQ. FT.) IN A 10'-0" x 20'-0" LEASE AREA (200 SQ. FT.)— LIMITS OF NYSDEC FRESHWATER SITE TYPE: o LU U ,/ (SEE SHEET Z-09) / w WETLAND 100 FOOT ADJACENT i n `^ U ~ p Z—EXISTING BUILDING j AREA AND TOWN OF SOUTHOLD 150.0 CONCEALMENT POLE LIMITS OF CLEARING, GRADING- Z Z L AND GROUND DISTURBANCE aC X WETLAND JURISDICTIONAL AREA LU % \' COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL Or Z RIGHTS RESERVED } THIS, DRAWING AIID ALL THE INFOF:Iv'ATION CONTAINED HENEIN IS W ¢ / AUTHORIZED FOR USE OHL B i THE PART'r FOR WHOM THE PROPOSED VERIZON WIRELESS UNDERGROUND woPl WAS CONTrAcTEC OP TO WHOM IT IS CERTIFIED. THIS / DRAWING IAA) NOT BE COPIED, REUSED, DISCLOSED, > NOTE: POWER & TELCO CONDUIT ROUTED FROM UTILITY DISTPIP1ITED oP RELIEF) UPON FOR OTHER PURPOSE LI POLE TO TRANSFORMER & MESA CABINET wlrHnur THE E P c NEERI}rrP.0,LrL}rNT of AZIMUTH SILT FENCE, STRAW BALES, AND OTHER EROSION AND SILT N CONTROLS WILL BE INSTALLED AND MAINTAINED DURING �H�L i ii iLE: r PROJECT WORK, AS NECESSARY, TO PREVENT ADVERSE L Q IMPACTS ON WETLANDS. COMPOUND PLAN 1 chl 4 0 4 g SHEE I NUMBER: �7 1 COMPOUND PLAN GRAPHIC SCALE Z z SCALE: 1/4"= V'0"FOR 22"x34"DRAWINGS Z-08 (IN FEET) SCALE: 1/8"= 1'-0"FOR I 1"x17"DRAWINGS �� --- - - ` V E E o 'Ya FUTURE CARRIER _ EQUIPMENT AREA r7 61 — 'S I `ECEI ED , ' -'L -- JAN 0 8 2 -- SoutholdT wn E�.,[T�; T�")�a'��1� ��i � W S:6-u n1 B and �'irelesS Commjr,.ahn,)s II1*rastrt,rture Fve-ts a Lil 4 C PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES � SOUTH OLD ) , ROUTED ON PROPOSED CABLE BRIDGE TO TOWER \ / (TYP OF 4 PER SECTOR, 12 TOTAL) r' W 'k� PROPOSED VERIZON WIRELESS CABLE BRIDGE PROPOSED VERIZON WIRELESS 24"O CONCRETE Aw" (NOT TO EXCEED 12'-0" A.G.L.) PIER (TYP OF 6) (SEE DETAIL 4, SHEET Z-14) (SEE DETAIL 4, SHEET Z-14) PROPOSED VERIZON WIRELESS GPS UNIT PROPOSED VERIZON WIRELESS WORK LIGHT MOUNTED 2'-0" ABOVE PROPOSED CANOPY-- (TYPOF 2) (SEE DETAIL 6, SHEET Z-12) (TYP OF 4) (SEE DETAILS, SHEET Z-15) j PROPOSED VERIZON WIRELESS / STEEL CANOPY (ABOVE) w F— PROTECT YO!_IRSELF PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP A SLATES REGIIIRE ,GTF AT N ,F 11 OF 3 PER SECTOR 9 TOTAL SEE DETAIL 2 SHEET Z-14 o ENCAVATOFS. DESIGNED OF' AN, FTH'S I FP.EF AFII:G TO DISTL'�F'B THE EAF.TH'S 9 ' SI-i F'FACE ANYWHEPE IN AN'i STATE T DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, ( Know whaes below. / SHEET Z-15) & TRIPLEXER (TYP. OF I PER SECTOR, 3 TOTAL) LJ Call before you dig. FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) F r STATE SPECIFIC .CAL T PHONE r,uMeERs VISI1. WW'NI.CALL8"11.COM PROPOSED VERIZON WIRELESS I— CALF DRAWN H r CHEF r ED B, PROPOSED VERIZON EQUIPMENT CABINET ! AS SHOWN WAS JKM WIRELESS BATTERY CABINET-- w (SEE DETAIL I, SHEET Z-I5) - (SEE DETAIL 1, SHEET Z-15) (. 1 13 01/02/24 REVISED PER COMMENTS JCM JWS ` ) 12 12/27/23 REVISED PER COMMENTS JCM JWS RRH RRH RRH � ----� ! I - —- � W I0 08/30/23 REVISED PER COMMENTS JCM JWS\ ' -- - /RRH / 9 06/15/23 REVISED PER COMMENTS JRF JWS \ A\d �i - ' 8 05/18/23 REVISED PER COMMENTS JCM JWS: T TjT \ 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF Jws i I! 5 01/03/23 CLIENT COMMENTS JCM JW$ --- — — - X ! L DESCRIPTION DRBY WN CHE YKED � I I I \ W PROPOSED VERIZON WIRELESS - --- --i,-- ! -- T — -- — -- \ DISCONNECT SWITCH MOUNTED V3m ! TO PROPOSED H-FRAME OF NE6✓Y I I i j l i j I, •�� � 4 ���� I i II I t { _ ! - -- - - -- - - - - W I I J cKEC�N N W YOR LICENSED PROFESSIONAL o �� ENGINEER- LICENSE NUMBER: 095374-1 IT IS A VIOLATIOfI OF LAW FOR ANY PERSON, THEY ARE ACTING UI\IDEF' THE DIRECTION \ OF THE RESPOiJSIBLE LICEHSED PROFESSIONAL ENGINEEP, TO ALTER 7HI'S DOC.IIVEIJ I. W SITE NO: ALBERTSON MARINE -- APPP d ED BY 61405 MAIN ROAD �D c -- , `'—L---- — �J — / PLANNING BOAPD SOUTHOLD NY 119 1 W 7 ( 0 ) TOWN OF S UTHOLD SUFFOLK COUNTY 20'-0"± ;/ DATE � 12�i SITE TYPE: _ - - _ ------- E_ I L _ d-P. 150'-0" CONCEALMENT POLE \ I PROPOSED VERIZON / WIRELESS 42" TALL HANDRAIL PROPOSED VERIZON WIRELESS WORK LIGHT �— T T T —�—T -- .� COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLCALL 77 (TYP OF 2) (SEE DETAIL 6, SHEET Z-12) �— E ------ - E E ®� E E --� RIGHTS RESERVED THIS DRAWING AfJD ALL THE INFORMATION CONTAINED HEP.EII1 IS ALITHORIZED FON USE OILY B'f THE PARTY FOR WHOM THE \ WORI", WAS CONI ACTED OR TO WHOM IT IS CTRTIFIED. THIS \ \ DRAWING MA NOT F DISTRIBUTED OR RELIED UPON IORRAN� CITIH PC PURPOSE W WITHOUT THE EXPRESS WRITTEN COIIS NT OF AZIMUTH CE J �' . - ------{�-- --- - — r\ ENGINEEPING P.c.,--- -{�� ------- -------- -- \--- \-- ------ �} ----- } w PROPOSED VERIZON WIRELESS UNDERGROUND ",)H`ET TITHE: o PROPOSED VERIZON WIRELESS POWER & TELCO_ POWER & TELCO CONDUIT ROUTED FROM UTILITY CABINETS MOUNTED ON PROPOSED HANDRAIL POLE TO TRANSFORMER & MESA CABINET EQUIPMENT PLAN (SEE DETAIL I & 2, SHEET Z-12) 0 I,n 5HF_E_1 PIUM�EK: w cu 1 EQUIPMENT PLAN GRAPxIc sCALE 5 5 2 SCALE:3/4"= 1'-0"FOR 22"x34"DRAWINGS Z-0 9 (IN FEET) SCALE:3/8"= 1'-O"FOR 11"x17"DRAWINGS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) o ` (SEE ANTENNA SCHEDULE ON THIS SHEET) ® (SEE ANTENNA SCHEDULE ON THIS SHEET) PROPOSED CONCEALMENT POLE ANTENNA �.�o�'S PROPOSED CONCEALMENT POLE ANTENNA MOUNT (COMMSCOPE PART NO. MTC373I9) �3y� MCUNT (COMMSCOPE PART NO. MTC37319) (TYP OF 2 PER SECTOR, 4 TOTAL) (TYP OF 2 PER SECTOR, 4 TOTAL) PROPOSED TRILEXER (TYP OF I PER SECTOR, 3G� (SEE DETAIL 5, SHEET Z-15) G[\ F(SEE DETAIL 5, SHEET Z-15) 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) � �y0� �yO� I PROPOSED 40" DIA. - — ® PROPOSED 40 DIA. PROPOSED 40 DIA. MULTI-SECTION-MULTI-SIDED � 'CO�� i 'C0� RADOME CONCEALMENT POLE MULTI-SECTION-MULTI-SIDED G MULTI-SECTION-MULTI-SIDED-- i G - RADOME CONCEALMENT POLE '� \� PS RADOME CONCEALMENT POLE �, Pj � F LCTF: ( '�'I f IT,; `�'`""Pti� \ \ P�A�j P�`� // 4^Ji e!rss Gomm urthc:1,fr`Fast lrr prF Exty=ts C I > C2 PROPOSED 6"0 �, PROPOSED 6"Q� /' �i --- o x MAIN PIPE MAST�� � ' — \ \ MAIN PIPE MAST - Al \ �, A2SOUT1100 ) 10,11 f P i� I B I ,! �\ B2 '4' IVED �E PPnTFCT YOUPSEL7 PROPOSED VERIZON WIRELESS ANTENNA J/� PROPOSED VERIZON WIRELESS ANTENNA �� JAN 0 Fi 2024 ALL STATES REQUIRE NO11F,CAT„N 01 \___ EYCAVATOR5, DESI,NERS, OR A14Y PEFSo11 MOUNTED WITHIN CONCEALMENT POLE --- MOUNTED WITHIN CONCEALMENT POLE -- PREPAP`JG TO DISTUPR THE EARTHS PROPOSED 6"0 MAIN PIPE MAST Southold Town iRFACE ANYWHERE N A�dY STATE (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) planning Board Knowwhat'sbelow. (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) Call before you dig. FC)F STATE SPECIFIC DIRECT PHOIIE NUMBERS PROPOSED VERIZON WIRELESS ANTENNA / PROPOSED VERIZON WIRELESS ANTENNA VISIT: WW'vV.C.SLL81I.00M MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE CAI DRAWN Br: ILHE0 EL) (TYP OF 2 PER SECTOR, 6 TOTAL) �� (TYP OF 2 PER SECTOR, 6 TOTAL) AS SHOWN WAS JKM 61 J C-3 (SEE ANTENNA SCHEDULE ON THIS SHEET) �,�^��` (SEE ANTENNA SCHEDULE ON THIS SHEET) �P �Q'/P- V 13 01/02/24 REVISED PER COMMENTS JCM JWS `j' � ' Q 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1128/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS JCM JWS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'-1" A.G.L. GRAPHIC ETALE j N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 14l'-2" A.G.L. GRAPHIC (IETALE N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS GRAPHIC ETALE N.T.S. REV DATE DESCRIPTION DRAWN CHECKED � OFNQIA, K �y 4T sc "w L C r _'ov, J , EM c N EW YO LICENSED PROFESSIONAL PROPOSED ANTENNA AND RRU CONFIGURATION ENGINE - LICENSE NUMBER:095374-I IT IS A, VIOLATION OF LAW FOR ANY PER^ON, ANTENNA UNLES THE)' ARE ACTING UNDER THE DIRECTION OF THE RE EPONSIBLE LICENSED PROFESSIOPJAL EIIGINEER, TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU SITE I `\IF 0 f ATIOFF SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) Obs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO: ALBERTSON MARINE a Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a NEW 61405 MAIN ROAD a RRH B5/B13 APPROVED BY SOUTHOLD, NY 11971 a A2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' NEW SUFFOLK COUNTY RT-880$-77A PLANNING BOARD B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW TOWN OF SOUTHOLD SITE TYPE: DATE (ZS 2: -2_L+ 150'-0" CONCEALMENT POLE RRH B5/B13 °° B2 1 MX06FIT265 01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' RT-(J V 0 V 88 Q—77A NEW I COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL �• RIGHTS RESERVED Q C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW THIS DRAWING AND ALL ON INFORMATION T) FOR HEROIN IS AUTHORI<ED FOR USE ONLY BY THE PART) FOR 1ti'H�M THE WOPK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED T iIS S DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, "'- RRH 65/B13 DISIFIBUTED OR RELIED UPON FOR AN OTHER PURPOSE LLJWITHOUT `HE EXPRESS WRITT'-N CONSENT OF AZILIUTH a C2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW ENGINEERING P.G., LLC. LL' RT-8808-77A GHEE I II ILE: rQ ANTENNA PLANS & ANTENNA SCHEDULE 0 SPIFFY NUMBER,: w -10 11 s� 4-� TOP OF PROPOSED FIRE PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNAS - L' ANTENNA MOUNTED AT TOP OF EL = 164'-10" ± A.G.L. J CONCEALMENT POLE (TYP OF 1) - o (SEE SHEET Z-16) \� N n PROPOSED 5'-11 /— TALL PIPE MOUNT (TYP OF 2) „ PROPOSED FIRE DISTRICT EQUIPMENT (SEE SHEET Z-16)�\ N TOP OF PROPOSED TOP DIAMETER OF RADOME CONCEALMENT POLE MULTI-SECTION MULTI-SIDED—,n EL= 150'-0" ± CONCEALMENT POLE - 4011 �.7 - \ n r\ ]�I.ITI Tc '�,'IaP.S I-P PROPOSED VERIZON WIRELESS ANTENNA PROPOSED ANTENNA MOUNTED WITHIN CONCEALMENT POLE I j - - -- -- CENTERLINE = I46-1 ± A.G.L. (TYP OF 2 PER SECTOR, 6 TOTAL) \ �"".•.. (SEE DETAIL 1, SHEET Z-14) ` \I\I j PROPOSED TRIPLEXER I PER SECTOR, 3 TOTAL III I I ( ) II III PROPOSED ANTENNA (SEE DETAIL 5, SHEET Z-15)� CENTERLINE = 141'-2" ± A.G.L. jAN C 2024 ; I II ;III BOTTOM OF ANTENNA SECTION SOUT!�,�PL Planning Board IEL = 138'-1 ± A.G.L. -I I I I' I I I IT I III IIII I I II FUTURE ANTENNA rl CENTERLINE = 132'-0" ± A.G.L. III I ' III I' I;III 11 ' BOTTOM OF ANTENNA SECTION -a OTECT YOURSELF ALL STATES REVUIFE AN O?IFI ON ul L.V o Ek.CA VATORS, DELI-VERS, OR ANY PERSON - FREPARe C TO DISTCFB THE EARTH'S SURFACE ANYMI-RE IN ANY STATE Know what's b@IOW. Call before you dig. FOF STATE SPECIFIC DIRECT PITC lE NUMBERS o U �' FUTURE ANTENNA VISIT: ww'vv.CALL"11.COM Z - ---- - --- ----- -- ---- - �I III N Q Ili - _ „� O CENTERLINE = 120'-0" ± A.G.L. A E: DkaA'N B 117 LD C U --- - ----------------------- ------ -- AS SHOWN WAS I K M II III O N NOTE: III I \ a 13 01/02/24 REVISED PER COMMENTS JCM JWS IIIIII-.,BOT_TOM OF ANTENNA_SECTION_ ALL VERTICAL RUNS OF FEEDLINES SHALL BE 12 12/27/23 REVISED PER COMMENTS JCM JWS EL _ 114'-0" ± A.G.L. -i-- �`- INSTALLED WITHIN THE CONCEALMENT 11 1 1/28/23 REVISED PER COMMENTS JCM JWS POLE SHAFT AND ALL ACCESS PORTS SHALL 10 08/30/23 REVISED PER COMMENTS JCM Jws nlI BE SEALED TO PREVENT WILDLIFE ACCESS. 9 06/15/23 REVISED PER COMMENTS JRF JWS 'iII'�11II' � 8 05/18/23 REVISED PER COMMENTS JCM JWS III FUTURE ANTENNA jh 7 05/05/23 REVISED PER COMMENTS JRF Jws PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON - - - ! CENTERLINE = 108-0 ± A.G.L. PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) \ 6 04/13/23 REVISED PER COMMENTS JRF Jws III II \` 5 01/03/23 CLIENT COMMENTS JCM JWS REV DATE DESCRIPTION DRAWN CHECKED PROPOSED FIRE DISTRICT CABLES ROUTED BY BY ,BOTTOM OF ANTENNA SECTION EL - 102 -0 + A.G.L. DISTRICT ANTENNAS (TYP OF 1) I I it II III ' I III .III ', !CF\ FUTURE-ANTENNA -4 - CENTERLINE = 96'-0" ± A.G.L. !I II II ck: III PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON r_ I'I' iJ !—PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) ,J 74 BOTTOM F ANTENNA UI I \ / PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT TYP OF 3 PER SECTOR 9 ��' T O T A SECTION _ ( EM Ei"bZZ-60N EL = 90'-0" ± A.G.L. TOTAL) (SEE DETAIL 2, SHEET Z-14), NEW YORK CENSED PROFESSIONAL �DIPLEXER TYP OF I PER SECTOR 3 TOTAL SEE DETAIL 6 SHEET Z-15 & TRIPLEXER 'Ir{� / ( ) ( ) ENGINEER- LICENSE NUMBER:095374-1 III 'll / / (TYP. OF I PER SECTOR, 3 TOTAL) FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) IT IS A VIOLATION OF LAW FOR ANY PERSON, FUTURE�ANTENNA UNNnEnnRE ACTINNnnP oNLNSINNTION BASE DIAMETER OF RADOME III !II I' CENTERLINE = 84-0 ± A.G.L. ENCIr EER, TO ALTER THIS DOCUMENT MULTI-SECTION MULTI-SIDED-- Illl l n CONCEALMENT POLE = 40" ALL ACCESS PORTS FOR CABLING TO BE SITE 11 C)RMATION . SEALED TO PREVENT WILDLIFE ACCESS SITE NO: ALBERTSON MARINE PROPOSED MESA CABINET (BY ELITE) TOP OF BASE POLE --.� BOTTOM OF ANTENNA SECTION \ i j' PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0" x 6'-0" EL = 78'-0" ± A.G.L. _7, EL '-0 78 " ± A.G.L. j -n 61405 MAIN ROAD j ELEVATED EQUIPMENT PLATFORM (SEE SHEET Z-I6) PROPOSED VERIZON WIRELESS CABLE BRIDGE \ % -PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET (BY ELITE) SOUTHOLD, NY 11971 (NOT TO EXCEED 12-0 A.G.L.) SUFFOLK COUNTY (SEE DETAIL 4, SHEET Z-14) j' --PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) PROPOSED VERIZON WIRELESS STEEL PROPOSED 8'-0" X 10'-0" PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL CANOPY (ABOVE) \ � / KIT ELEVATED 3' ABOVE GRADE ON CONCRETE PIERS SITE TYPE: ,TOP OF VERIZON WIRELESS GPS UNIT 150'-0" CONCEALMENT POLE PROPOSED VERIZON WIRELESS GPS I i (SEE DETAILS 1 &2, SHEET Z-17) APPROVED BY � EL`-_- 13'-6" ± A.G.L. -- � / , ANTENNA MOUNTED ON PROPOSED \ TOP OF CHAIN LINK FENCE, TOP OF VERIZON WIRELESS-STEEL CANOPY -=- - A - - - -_--- CANOPY SEE DETAIL 3, SHEET Z-15 -- _- -- ---- -_ -_ - ----- -- PLANNING BOAR® - ---- ------ ------- --- ( ) \-,_ L �__ i / EL = 12'-0" ± A.G.L. EL = 1 I -6 ± A.G.L. PROPOSED VERIZON WIRELESS EQUIPMENT CABINET & COPYRIGHT©2023,AZIMUTxEERVED xtivcn.C.,LLCALL OT Q _ �— _ TOP OF FIRE DISTRICT EQUIPMENT CABINET TOWN OF SOUTHOLD RIGHTS RESERVED HAI DRAWING AND ALI. THE INFORMATIOfI CONTAINED HEREIN iS BATTERY CABINET (BEYOND) (SEE DETAIL I, SHEET Z-15) 11 ( _--_-____ EL = 10'-0" ± A.G.L." AUTHORI ED FOR usE ONLY BY THE PATTY FOR wHOM THE DATE t WORK WAS CONTRACTED OF TO WHOF:1 IT IS CERTIFIED. THIS y� DRAWING MAT NOT BE COPIED, RE SE DISCLOSED, DISTF.IBUTEU OR RELIED URO''J FOP. ANY OTHER PUP•POSE ra PROPOSED I T-i HIGH BLACK CHAIN j. THnuT 11iE ExFeE WRITTEN CONSENT OF AZI,�uTH r — \I /L!-t.Q� EIJGIIJEERING P.C., LLC LINK FENCE WITH GREEN PRIVACY SLATS- — - - BY ELITE SEE DETAIL I, SHEET Z-13 CIO TOP OF VERIZON WIRELESS CABINET _ ;, T — L- a --------- - --EL = 9'-8" ± A.G.L. _ ►_G RA_D--E_E L, = 0'-0" AG L ELEVATION S'-0" AMSL i - BOTTOM OF EQUIPMENT PLATFORM - - --- -- EL - 3 -0 ± A.G.L. �- �HEE ivu[VIFEK I-- r7 1 SOUTH EAST ELEVATION LLJ GRAPHIC scALE DT 5 + 3 2 0 1. 5 1'SCALE:3/16" = 1'-0"FOR 22"x34"DRAWINGS Z-11 J _ - _ _ _____ _ mmv FEET) SCALE:3/32"= 1'-0"FOR I1"x17"DRAWINGS F FINISHED GRADE- MATCH SLOPE THICKNESS FINISHED GRADE- MATCH SLOPE THICKNESS 2'-0"± EXISTING GRADE AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS T _ _ _ ---- — N OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER ' i n __ .... WARNING TAPE— WARNING TAPE --------- { WARNING TAPE -� 4` E C -TRENCH _ _-. O - FILL (90\ COMPACT OR \. N a- AS PER UTILITY COMPANY \ UNDISTURBED SOIL Q = a _- - ;o Z —UNDISTURBED SOIL ;o Z \ REQUIREMENTS EI.ITI: Treresst� Co N','�:�LSl_P' mm ura. tii75 lr.`rast�l:t�.i.z Exl t'�s - CLEAN FILL (COMPACTED ( o_ .o CLEAN FILL COMPACTED IN 12" CONTROLLED LIFTS) IN 12 CONTROLLED LIFTS) =III Jt� c ���� � _—_-- _ _ _ c - -- - UNDISTURBED SOIL` MIN MIN _1 C MINI MIN III III=1 SOUTHOLD I u l 1 ? r y. CLEAN SAND ______ _ ��,, � �- �—CLEAN SAND ��" � ® _ -_ ° \ \ I , (I) 2 PVC ELECTRIC CONDUIT �\ rr / CLEAN SAND SUITABLE 4 Q3 SCH 40 TELCO CONDUIT 1 _p FOR CONDUIT BEDDING \\\ (2) 4" PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) �' 4 `--(1) 2" PVC TELCO CONDUIT \�,� MIN 2"O SCH 40 PVC ELECTRIC CONDUIT NOTE: NOTE: (2) 4 PVC TELCO CONDUIT NOTE: I. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. 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 PPOS REQUIRE YOI-IPSELF ALL STATES REOUIRF fJOTIFI'.ATION OF ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/GU E%'AVATORG °E 'TTU °R RTH'S 1 DEMARC TO SHELTER TRENCHING DETAIL GRAPHIC SCALE N.T.S. GRAPHIC SCALE P�RF°' E A v°'ERE IN Rs A�YEA�;`E` (INFEET) 2 SOURCE TO DEMARC TRENCHING DETAIL (INFEET) N.T.S. UTILITIES PRIOR TO DIGGING. — I -- - ----- — -- ---- -- Know what's below. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G Cal I before you dig. MATCH EXISTING TRENCHING. FOR STATE SPECIFIC DIPECT PHONE NUMBERS RIGID STEEL VI`IT: `v'`NWCA''.NR'ii.c°M EXISTING MATERIAL & GRADE RIGID STEEL CONDUIT GRADE EXPANSION COUPLING CONDUIT PLUG 7.SCALE: DRAWN Br: CHECKLID H 3 ' JOINT SERVICE TRENCH DETAIL GRAPHIC SCALE N.T.S. As SHOWN was JKM (IN FEET) r= ---, III— 1 �' ' h I I— 13 01/02/24 REVISED PER COMMENTS JCM JWS =1 I I = CLEAN BANK RUN GRAVEL. :o [—GRADE 12 12/27/23 REVISED PER COMMENTS JCM JWS BACKFILL WITH NO STONES 11 11/28/23 REVISED PER COMMENTS JCM JWS GREATER THAN 6". COMPACT III — �, �,-' . 10 08/30/23 REVISED PER COMMENTS CM WS �— TO 95% MODIFIED PROCTOR. % '' ,: '' '� "!\.'i �"� J J � rll �. \ ; :. 2024-Jan-03 , 9 06/15/23 REVISED PER COMMENTS JRF JWS =III I YELLOW WARNING TAPE _ �- ' MARKED "CAUTION - GAS MAIN" ' 6" WIDE UTILITY WARNING TAPE Page 1/1 8 05/18/23 REVISED PER COMMENTS JCM Jws slim12y_dlf2201107-1aJes Luminaire Watts 15 yl/ 7 05/05/23 REVISED PER COMMENTS JRF JWS o Ballast/Driver Factor 1.00 6 04/13/23 REVISED PER COMMENTS JRF WS RABLIGHTiNGINC. TRACER WIRE (SEE NOTE #3) - i SLIM12YID10 5 01/03/23 CLIENT COMMENTS JCM JWS I_l Single le (Poleto p'Yolk, Bollard) Light Lass Factor 1.00 DRAWN CHECKED 1I1 -1I1=1I -1) -_MINIMUM 1.5" I.D. PE PIPE \ --- ' — REV DATE DESCRIPTION BY BY Total Proration Factor 1.00 NOTE: - RIGID STEEL CONDUIT Luminaire Lumens 2006 Ims . ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. ,' PVC PIPE �-- RIGID STEEL TO PVC ADAPTER—� �. ��� �®' p 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTE: �I ft P . �,� F NEjyrn 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE JAN 0 2024 `'� ��� r' I. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C. SHALL BOND METAL OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL. Pltanninannin Town r� I 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 g Board r INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. COMPLIANT IFGC SECTION 404.15.3. TO SCH. 80 - "y4 .� 4. SPLICE BETWEEN STEEL GAS PIPE & PE PIPE TO BE THREADED. 1 M... ..i4 JE EO 4 GAS TRENCHING DETAIL GRAIPNHFEETALE N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STUB-UP GRAPHIC SCALE N.T.S. _ <v ` NEW YORK ENSED PROFESSIONAL 0;2. ffi. (IN FEET) )' • �� � ENGINEER- ICENSE NUMBER: 095374-I NOTE: 28 1s g. IT IS A VIOLATION OF LAB! FOR ANY PERSON, UNLESS THE)' ARE ACTING UIIDER THE DIRECTION tr ry OF THE PESPOPISIBLE LICENSED PROr ESSIONAL .,.. .. . LIGHT FIXTURE MUST BE DARK SKY COMPLIANT. ;/ ,: EIICIrJEER, To ALTER THIS, DncuMENT. 2. LIGHTS MUST BE SHIELDED DOWNWARD, NOT i' SITE INFOE� � ATIONo ILLUMINATING OR GLARING OFFSITE. .g SITE NO: ALBERTSON MARINE 3. LIGHT WILL BE SWITCH-ENABLED NOT MOTION `,fir '4' ,-. T SENSORED. THE SWITCH WILL ALSO HAVE A TIMER TO i}' ', ,-- 61405 MAIN ROAD - -- — G & PREVENT THE LIGHT BEING LEFT ON WHEN NOT NEEDED. - - ��+r SOUTHOLD7 NY 11971 --- ---------- ------- 1T any . ,. .. °7✓.v+ SUFFOLK COUNTY --------- --- ------ -- -- ---------- � ` �...� -�- ,�.: - ��,,. � . LIGHTING FIXTURE SCHEDULE SITE TYPE MFG. & CAT. NO. FIX. WATT LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. "' 150.0 CONCEALMENT POLE RAB LIGHTING - SLIM 12Y 12 LED I BRONZE POST MTD. @ 1 1'-0" A.G.L. APPROVED QY -------- ---- — # COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED z LIGHTING FIXTURE REQUIREMENTS PLANNING BOARD THIS DRAWING AND ALL THE INFOFMATIO11 CONTAINED HEREIN Is O p r� AUTHOF<IEED FUR USE ONLY BY THE PARTY FOR WHOM THE Min: 0.05 fc Avg: 1.0 fc Max: 8.2 fic WORT, WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS SE CODE SECTION DESCRIPTION REQUIRED PROPOSED TOWN OF SOUTHOLD DRAWINh MAY NOT BE CC=LED, REUSED, DIs==ED. D 011 w _-- _ Max/Avg: 7.9 Avg/Min: 21 :'i Max/Min: 164 DWITHOUTETHEE EXPRESS WRITTEN CONSENT OFAZI� NTH o §172-5(B)(1) NUMBER OF FIXTURES - 2 (I PER CARRIER, TO BE USED AS NEEDED) :� DATE Te n El'1;INECRING P C, ;_Lr W .05 FOOTCANDLES AT COMPLIES PER THE LIGHTING LAYOUT , � ., � sHEE i LIVE: §1 72-5(C)(I) MAX. ILLUMINANCE , �: - Version 13 0 62020-2024 Ughtlog Analysts,lim RESIDENTIAL PROPERTY LINE PROVIDED BY MANUFACTURER I --- --- —----- ----------- ------ --- -I z §172-5(C)(3) MAX. TEMPERATURE 3,000 KELVIN MAX 3,000 KELVIN CONSTRUCTION DETAILS 1 _ L— -- - —-- SHEE T NUMHP: s 6 TIMED LIGHT & OUTLET DETAIL GRAPHIC SCALE N.T.S. Z-12 J (IN FEET) Q �I Ln �i 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV. LOCKABLE, 0 � TURNBUCKLE AT GATE ONLY � DOUBLE GATE LATCH 0 VARIES I T-0" GATE OPENING 10'-0" MAX VERIFY WITH SITE PLAN / �—I I/4" GATE FRAME TYPICAL CHAIN LINK FENCE NOTES / .. , --------------------- -------� �- � ------------- = . . I 2 I/2"QS SCHEDULE 40 FOR GATE ���sl �_ � �-•� ;..�I:. :_x 1 �`°.. �"m: �:s g:;�. \ ,\, /. ---- r_ _____s l- GATE POST, CORNER, TERMINAL OR PULL POST . x, �. %' ,u ��X1 X \ WIDTHS UP THROUGH 4 FEET PER ASTM-F 10$3. , ! ✓ / , ' 1 1/4" TOP RAIL -_ - , x \�-2"x2" - 9GA. FENCE FABRIC \� / l ; �\ 2 1/2 CORNER POST 2. LINE POST: 2 0 SCHEDULE 40 PIPE PER ASTM-F1083. TirerI LATCH ROD Ipssc<,m�,�nszaPi.�,sln.a{,i,_tureE:�p.r-1s 2 1/2" GATE POST 3/16" x 3/4" STRETCHER BAR 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PER ASTM-F1083 C14 2" INTERMEDIATE POST AT CORNER AND GATE POSTS - ;, 5. FABRIC" 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 I� NO GAP BETWEEN FINISH -1/2" CROWN FOR DRAINAGE GRADE AND FENCE FABRIC 1 11_011 6. TIE WIRE: MINIMUM I I-GAUGE GALV. STEEL AT POSTS AND RAILS A SINGLE WRAP _4L ,: 2:1 SLOPE MAX X i Y / OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTHOLD , MIN (BLACK)/ 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS ► M 7. TENSION WIRE: 7-GAUGE GALV, STEEL. STONE OVER 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE GEOTEXTILE FABRIC I'-0" 0 TIRE AT END OF FOR ALL SITES IN A GIVEN MTA. Z SWING GATE (TYP OF 2) i- —3:1 SLOPE MAX ' w Q M ED p 9. HEIGHT = 12FT VERTICAL. 6"QS x 18" DEEP CONCRETE LU U_ #7 GA. TENSION WIRE, a III= CONTINUOUS FOOTING WITH 1 1/4" PIPE-- C7 =1 _III_ 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6 LONG CO LU O 0 _ ' I- LINK FENCING. QCL N 10 0 CONCRETE 12"0 CONCRETE FOOTING IN SOIL_J BRAIDED COPPER GROUND STRAP, 2 PL � Z m 1 I. GREEN PRIVACY SLATS ON ENTIRE FENCE RECEIVED FOOTING IN SOIL FOR _ p � PROTECT= YOURSFI F ALL STATES R`_OUIRE NOTIFICA,IO�I OF SEE GROUNDING SPECIFICATIONS o EXCAVATORS, DESh;NERS, OR ANY PERSON FOR GATE AND CORNER POSTSPREPARIH^ Tr) DISTIiRE THE EARTHS INTERMEDIATE POSTS Q EJ S��FEACE Af1IWFERE IN ANY ,TAIL Knowwhit'sbeloW. NOTE: Call before you dig. FOR STATE SPECIFIC DIRECT PHOIJE NUMBERS VISIT: WWW.CALL811.00I,1 FINAL DETAILING FOR FENCE AND '�C ALE: DRAWN b,: �.,HECI ECl b,. FENCE FOUNDATION WILL BE LINCLUDED WITH THE CDS. AS SHOWN WAS JKM 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 1 FENCE & ACCESS GATE DETAIL GRAPHIC SCALE N.T.S. J _ (IN FEET) • • • I I I/2 /23 REVISED PER COMMENTS CM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS NOTE: 3/4" GRAVEL STONE 9 06/15/23 REVISED PER COMMENTS JRF JWS UNISTRUT PIPE / CONDUIT CLAMP P 1 1 19 8 05/18/23 REVISED PER COMMENTS JCM JWS CABINET TO BE INSTALLED ON H-FRAME 3/4 " CRUSHED STONE OR P2558-35 (GALV.) (TYPICAL) FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO - Z ASTM C33, SIZE NO. 57 7 05/05/23 REVISED PER COMMENTS JRF Jws '—MANUFACTURERS RECOMMENDATIONS N 6 04/13/23 REVISED PER COMMENTS JRF Ws FOR BOLT TORQUE BE ELEVATED ABOVE FLOOD ELEVATION _ I � J J MENTS JCM JWSJI � REV DATE DESCRIPTION DRAWN CHECKED ��-31/2 O.D. POST --- _ _ Z Ioo0✓OOo00000000c�0000 � 0000 BY BY 00000000000000000000000 3"0 RGS CONDUIT � ' OF tiri, � GALV. TYP 4'-0" \� WEED BARRIER "TYPER"� � 'COMPACTED SUBGRADE METER BANK MA LANDSCAPE FABRIC OR EQUALPU IN �a I PROPOSED WATERTIGHT METER1- HEAVY DUTY METER \ 1// _-_-- ____-- __-- -__-- _-- � NAME PLATE - PIPE CAP (TYP) 4 GRA L COMPOUND DETAIL (IN FEET, N•T•S•GRAPHIC SCALESOCKET COVER \ \—(TYP) ----- - �r N2�1 - E M ==RIE "� E N (M M -- NEW YORK ENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 O N1 C 1 \ -CONCRETE CAP JNLESS IS AJF F`' ARE^ OF ACTIN AWf D P THE DIRECTION LU J " O � � j FRONT VIEW 85.37 SIDE VIEW �� _ I I MAIN TERMINAL `, - - - ---- �� 6 0 SCHEDULE 40 CARBON OF THE RESPONSIBLE LICENSED PROFESSIONAL o - - LUGS �_ i STEEL PIPE WITH YELLOW ENGINEER, To ALTER THIS DOCUMENT. N3 SECTION N3 UNISTRUT P5000 (GALV.) �. `O 30.94" SLEEVE FILLED WITH CONCRETE \ SITE L\ F C)F'M A T1 U N : SITE NO: ALBERTSON MARINE o Z I - ^'' GRADE, PAVEMENT OR "' ' 61405 MAIN ROAD - FINISHED GRADE SOUTHOLD, NY 11971 \ "� --- SUFFOLK COUNTY SITE TYPE: -0" CONCEALMENT POLE M °° I °°I I ° l I - - - - - - - CONCRETE FOOTING (4,000 PSI) Z 150' I � o N COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED APPROVEDBY THIS DRANNG AIJD ALL THE IHFORVATIOIJ COUTAINED HEREIN IS AUTHORIZED FOR USE ONLY E1' THE PAPTY FOR WHOM THE WOPK WAS COPJTRACTED OR TO WHOM IT IS CERTIFIED. THIS �) _ ___.--_—_ LL / / �_ DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, PLANNING BOARD I I'-0"_I DISTRIFILED OR RELIED UPON FOR ANY OTHER PURPOSE a 12"0 PLAIN CONCRETE PIER L>J � WITHOUT THE EXPRESS WRITTEN COPISENT OF AZIMUTH (4,000 PSI CONCRETE) MESA PER-INSTALLED TOWN OF SOUTHOLD MIN ENGINEEPIIJG P.C., LLC. NOTE: - PLAN VIEW DISTRIBUTION PANEL ------ DATE �F;IrEl lii�l-: I. MOUNT METER BANK AND MAIN LUGS SECTION PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. G.�.... 2, CONSTRUCTION DETAILS - 2 1 m 2 MULTI POWER METER BANK MOUNTING DETAILH�� ,��+1�ER: Z-13 � GRAPHIC N.T.S. 3 MESA CABINET DETAIL N.T.S.NTS 5 BOLLARD DETAIL GRAPHIC SCALE -- - (IN FEET) N•T•S• (IN FEET) 1 1.61" 4.53" 12.r' 1 o.r WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGERqiOvv . "'.. GUARDS GUARDS GUARDS GUARDS APPROVED BY 41 � N PLANNING BOARD r , e t, N "�J '; s I " OWN OF SOUTHOLD I . DATE 4 , d. r I ' F , 'n I' I w W I I I' CI m (Top View) µ Viewl O r p 9 „ ,iti©.1S II Rr�Btn_ii, , .f 3'- rttar�E;t #s ,.a 9' liw ' ` .5}`rA,ktT .i is.S, y,-Pr `:F vr• � � wf * 0 0 F` Y I�% - lily' M ILn! IW) A y 14.96 8.611 SOUT -- — � jo r am a _ a% F on Vim] If m t View] Iw V wverizon's wimt ew) .rWF b [.,: .v,. .F f .'Ss'15 . «ava. Y,•°, ,.. C.,` t.. ''2'9 —.— J r n PROTEC f YOURSELF EXCAIVATORSS DESIGNERS,OOR ANYICN PER PREPARING TO DISTURB THE EARTH SON 7 y, WEIGHT = 59.52 LB s '. .* SURFACE ANYWHERE IN ANY STATE Q I < 7 Know what's b810W. SAMS UNG - RT-8808- A ,„ •. ,' � �' ", �= all before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS foottomi V m view.] REMOTE RADIO HEAD - - --- a v� vlsn www cALI-811 COM Is tt m V NOT TO SCALE SCALE ����AS SHOWN WAS JKMCKED � M Li - - C RFVO IU-D2A SAMSUN - 13 01/02/24 REVISED PER COMMENTS JCM JWS SAMSUNG B5B 13 RRH BRO/ 4 G B /B66A RRH BR049 RFVO lU„D lA 12 12/27/23 REVISED PER COMMENTS JCM JWS WEIGHT = 26.5 LBS WEIGHT = 94 LBS HEIGHT: 15.4911 HEIGHT: 1 5.49" NOTES: 11 1 1/28/23 REVISED PER COMMENTS JCM JWS ANTENNA FACE AREA = 2.58 SQ. FT. ANTENNA FACE AREA = 4.45 SQ. FT. 10 08/30/23 REVISED PER COMMENTS JCM JWS JMA WIRELESS - 2 MX08FIT65 NOTES: �A WIRELESS - MX06FIT �� �� --- - - 465-6 WIDTH: 15.88 WIDTH: 15.88 I. RRH MODELS SUBJECT TO CHANGE 9 06/15/23 REVISED PER COMMENTS JRF JWS I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.0311 DEPTH: 1 1 .93If BASED UPON AVAILABILITY AT 8 05/18/23 REVISED PER COMMENTS JCM JW$ BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. 7 05/05/23 REVISED PER COMMENTS JRF JWS TIME OF CONSTRUCTION WEIGHT: 70.3 LBS (W/O SOLAR SHIELD & FINGER GUARD) WEIGHT: 84.4 LBS (W/O SOLAR SHIELD & FINGER GUARD) 6 04/13/23 REVISED PER COMMENTS JRF JW$ GRAPHIC SC LE 5 01/03/23 CLIENT COMMENTS JCM JWs ANTENNA DETAILS (IN FEET) N.T.S. 2 RRH DETAILS 1 !GRAPHIC SCALE (IN FEET) N.T.S• DRAWN CHECKED REV DATE DESCRIPTION BY BY NOTES: POST CAP (TYP) I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERSRECEIVED RECOMMENDATIONS AND VERIZON STANDARDS. I--- ----- i JAN 0 8 2024 Uj HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. E— Z Southold Town d K �—GRIP-STRUT Planning Board � �� J oc 2'-0" WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. U w LU3.35" a p U_ _ WAVEG U I D E - - --— -- ------ - -- _ t— o_ w I z __CROWN EACH E 'F R ON NEW YORK L OFESSIONAL III FOOTING 2" A.F.G. j ENGINEER- LI NSE NUMBER: 095374-1 < iO o O O y I - IT IS A VIOLATION OF LAW FOR ANY PERSON, FINISHED GRADE i - 0 0 00, o o - _ UNLESS THEY ARE ACTING UNDER THE DIRECTION T o 0 0 o OF THE RESPONSIBLE LICENSED PROFESSIONAL C 000 0 oo DODO coo C �° �° O0 D �O O o oo� ENGINEER, TO ALTER THIS DOCUMENT. � � - — - -I I I ATE A F A A IM A!10 I TJ II-III- III COMPAC TED SITE NO: ALBERTSON MARINE II _ R----- I it-oil �� CONCRETE @ 61405 MAIN ROAD FOOTING (4,000 PSI) SOUTHOLD, NY 11971 _ 0 SUFFOLK COUNTY NOTES: _ � O O O O O � I. CABLE BRIDGE SHALL BE SITEPROI GRIP STRUT TRANSMISSION LINE SITE TYPE: BRIDGE KIT (PART NO. I B24D-216T3) OR APPROVED EQUAL. _ 150'-0" CONCEALMENT POLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLCALL 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, WORN WAS CONTRACTED OR TO WHOM IT IS CERTIFIED, THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, STIFFENERS, AND OTHERS MISCELLANEOUS HARDWARE SHALL BE MANUFACTURER: RFS DISTRoUTEDHORFRPELIED UPON FOR CAS O OTHER PUFPOSE LLJ PROVIDED BY THE CONTRACTOR AS REQUIRED. ENGINEERING P.C., LLG. 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/1 C-3L BENDING RADIUS OF THE COAXIAL CABLE. SHEET TITS : Q 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT I. TRIPLEXER MODELS SUBJECT TO DIMENSIONS: 4.65 Hx8.98 Wx3.35 D MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS EQUIPMENT DETAILS - I o AT TIME OF CONSTRUCTION. SHEET NUiVBER, LLI - - --- ----- -- --- - - - ---- (IN FEET) SO 3 NOT USED 4 CABLE BRIDGE DETAIL GRAPHIC N.T.S. 5 TRIPLEXER DETAIL GRAPHIC SCALE N.T.S. Z-14 � -- — ------,--_- ! (IN FEET) NOTES: APPROVED 1;Y I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. PLANNING BOARD ECEIV--D LIFTER EARS-., 37.7 TOWN OF SOUTh�OLD ` 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. - 34.1" ` 23.8" 32.0" 37.8" N Q 8 2024 __- _ 3. JUMPERS & CABLES NOT SHOWN FOR CLARITY DATE 4. RRH'S SHALL BE SPACED A MIN. OF 4" APART ON PROPOSED H-FRAME o \ Southold Town G..�..., /,�, /� , _a� Planning Board o-- C, -----o --� ------ --- - .. �� CO) 2-H \\��\\ ( ROVIDED BY RIZON WIRELESS GP ANTENNA 1-4 _ INSTALLED BY CONTRACTOR) o 0 0 0 - _ \ PROPOSED RRH'S ° E CABLE ENTRY (TYP OF 2 PER SECTOR, 6 TOTAL)__ 1 1/2" O.D. x Y-O" MAX GALV. __ STEEL MOUNTING PIPE j ( � --- - - - PROPOSED / ,' I,.-,,�"sC r�,,,r,.., ,,1� 5, :- :rF'Ex r+s o _ l _ - _ - - y _ \ PROVIDE APPLICABLE_ .j- o _- _ - _ O o CABLE ENTRY \ HANDRAIL POST \ -� ( PIPE TO PIPE CLAMP --'_ � 1/2"0 GALV. U-BOLT � I -- -_ - O \\ //i COAX GROUND KIT -- (TYP OF 6) VA I -R VERSIBLE OUNTING --- - -- - -- - I� �,, � \\�I CABLE BRIDGE POST/PIPE MAST\ ' SOUTHOLD M __ ;��° �= 9 COAX CABLE AS REQUIRED BY -- - KITS - - = _---- (� ,a, 11 ,. . ( Q ,: � ANTENNA MANUFACTURER) ( (( ) \ \ \ PROPOSED UNISTRUT J 6 AWG GROUND WIRE TO END CAP CADWELD ON POST OR 3 .7 5 O c � c S PROPOSED P I OOOT °° \ 9 vy UNISTRUT (TYP) (CUT TO 9 ` �f NOTES: ESOF016-ECA01 DC-AIR/DAC ' G a c, ( ) LENGTH IN FIELD ' G POWER EQUIPMENT ES0F024-ECx01 CABINET ° 2 `9 C:=s Gas 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND PROTECT YouRSELF ?' � � � ALL STATES REQUIRE IJOTIFICATIOf! OF HEIGHT: 72.0" HEIGHT: 72.0" \i -; �' E CPVATOFS, D[SI,N �R ANY FER �+J CANNOT HAVE ANY BLOCKAGES EXCEEDING 25/ OF THE SURFACE AREA OF FSUFA ACE ANYWHERE DI RIN ANYTHE STATE E>, e A HEMISPHERE AROUND THE GPS ANTENNA. WIDTH: 31.7" WIDTH: 32.0" \> e` " Know whaesbelow. ✓9 Cal before you di DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STAT SPECIFIC DIRECT PHONE NUMBERS `� vls�T, ww���,+.cALL�I� Coln FROM A MINIMUM OF (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE WEIGHT: 578 LBS (RECTIFIERS & WEIGHT: APPROX. 690 LBS (RECTIFIERS FINAL LOCATION OF GPS ANTENNA :,_ALE: UFtF Vv! B r: �-HE( Lu Ei r' EQUIPMENT EXCLUDED) & EQUIPMENT EXCLUDED) __ AS SHOWN WAS JKM 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1/28/23 REVISED PER COMMENTS JCM JWS 1 EQUIPMENT CABINET DETAIL GRAPHIC SCALE N.T.S. 2 RRH MOUNTING DETAIL GRAPHICS ALE N.T.S. 3 GPS ANTENNA GRAPHIC SCALE N.T.S. 10 08/30/23 REVISED PER COMMENTS CM WS (IN FEET) J J 9 06/15/23 REVISED PER COMMENTS JRF JWS NOTES: 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS 1. MANUFACTURERS � , 3 2 , 6 04/13/23 REVISED PER COMMENTSJRF WS 1,DGENERAL 5 O I/03/23 CLIENT COMMENTS CM JWS RECOMMENDATIONS AND VERIZON STANDARDS. J J 1.1.ALL METERIC DIMENSIONS ARE IN BRACKET 2.0DESIGNNOTE a s;rpaFo<• wan€rr.EnsE vn e,e;:g DRAWN CHECKED 2A PIPE SIZE RANGE.4.s-60"oD REV DATE DESCRIPTION I 2.2 ANTENNA MODELS SHOVYN-COMM8COPE PART#SBJAHH-1D65B-OL 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. BY BY 3.0 MANUFACTURINGISPECIAL REQUIRMENTS 04f'OD 01 PROPOSED UNISTRUT :4.0TEST PIPE SHOWN FOR REFERENCE 5.0 PACKAGING (04s°-�s.o°7 � 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST REDS. END CAP \ D D 6.5" 1 2 �k�O F NEE,, r - A --HIDDEN IN DETAIL A 3 4 PROPOSED 1/2" HILTI HIT-HY \ �--70 ANCHOR W/ 3.5" MIN. �'` ° o ; _ \ 010, EMBEDMENT (TYP) -- \ / C 5 EW YORIf I PROFESSIONAL / APPLY TORQUE C{ \ \ ENGINEE LICENSE NUMBER:095374-1 PROPOSED ELECTRICAL PANEL 15-23 FT-LBS DETAILA - SCALE I:4 \\ -(MOUNT PER MANUFACTURERS ANTENNA SHOWN FOR I - o °° T IS a vIoLATlorl or I_Aw FOR AI)Y PEPsor , REFERENCE ! O UNLESS THE'r APE ACTING U11DEP THE DIRECTION RECOMMENDATIONS) 1 i J O of THE PESPCNSIBLE LICEIFSED FFOFESSIONA'� I R ENGINEER, TO ALTER THIS DOCUMENT. V \ i SITE II`\IFORMATION : • I SITE NO: ALBERTSON MARINE O G \ J B B - ---i --- - - 61405 MAIN ROAD - SOUTHOLD NY 11971 SUFFOLK COUNTY \ s SIDE VIEW FRONT VIEW % COMMSCOPE, INC. OF NORTH CAROLINA TOLERdNCES SAPT1ATER1Z_14A TER SITE TYPE: °P:AcE x* 0.25 2PLACE XXt 0.06 MTC37319 150'-0" CONCEALMENT POLE MACE xx 0,12 ANMEs : 2° FNISH MATERIAL ITEM PART NO. DESCRIPTION 0TY. WEIGHT NOTE NO, GALVA123 A10111AI018GR36 DIPLEXER 1 1 NATC373108 W ELRMEw,NON AZIMUTH ANT MOUNT 4 4.98 LBS '� 3 G&03 31 3/8 X NA M GALV BOLT KIT _ 12 1,05 LBS _ � CE = DATE TITLE COPYRIGHT C 2023,AZIMUTH ENGINEERING P.C.,LLC ALL � PROPOSED TELCO BOX i 2 MTC373142 ANTENNA_MOUNT BRACKET b i.05_LBS Nae+� x NON STD AZIMUTH ANTENNA MOUNT MANUFACTURER: RFS RIGHTS RESERVED (MOUNT PER MANUFACTURERS A 4 GW=03 3/8"GALVFLATWASHER 24 0.01 LRS Y R'N A , THI`, DRAWING AND ALL THE IIIFORMATION COI;TA.IHED HEREIN IS DENSITY 026 bmn' blc? R,� AUTHORIECD FOR USE ONLY BY 114E PAPTY FOR WHOM THE 5 GB-03225 3,a•x2-114"GALV BOLTKiT a o.OSLBs MASS 5357 Ibs y POWER SUPPLY: FD9R6004/I C-3L woe Was CONTRACTED OR To WHOM IT Is CERTIFIED THIS r RECOMMENDATIONS) AD Vol LR/F 3'n41 a+° Rif *rM ,. SCALE oocue NT No, DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED., BC` DISTP.IL'UTED OR RELIED UPON FOR ANY OTHER PURPOSE I su�FACEAREa �L ECN00BD0O03104T 1:6 MTC37319 DIMENSIONS: 5.8"Hx6.5""Wx1.5"D WITHOUT THE EIPRESS WRITTEN CONSENT OF AZIMUTH L \ HEIGHT SIZE WORRAREA 24 MODEL CRatv!YO SHEET I ENGINEERIN','= P.0, LLC _- _ RS::,h STATU'S REVIS'dN VE 01 fiTATUS RF'::Sx1N c PROPOSED PIOOOT _ _,.._ �} 18Cornnscope,Inc. Lwn C \\ ao RE_.._ .__R__. .._ _.._._Re A IOF2 WEIGHT: 2.6 LBS UNISTRUT (TYP) (CUT TO _.4 2D`„ _ N NOTES: _L _ SHEET TITLE: z LENGTH IN FIELD < 1. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS - 2 Q CHANGE BASED UPON AVAILABILITY o AT TIME OF CONSTRUCTION. SHEET P,UP,IDER: w GRAPHIC SCALE GRAPHIC SCALE GRAPHIC SCALE Z-15 4 ELECTRIC / TELCO RACK DETAIL (IN FEET, N.T.S. 5 ANTENNA MOUNT DETAIL (IN FEET, N.T.S. 6 DIPLEXER DETAIL (IN FEET) N.T.S. Ln CN N Single section Multiple Arrays Partnumber Descri tion Fre uenc _.. ,- ,��. _...." . _,..._ wr .._. ......_... _ __ ._ -.�..W ..._ _.-.. �_,_.....w, w,.., a .x.. _ ,. w� _. ,wa�.Ga ..a, _ _. u.,., .,, .. ..—,_.._.. .._ ..._.t.._-_.� , ._ .•,a.4 d t MOML PIP 50550 LED INDICA"CRS Pormr status,Et*riet iktkstains,and avtyft--an EY"?nrioe RangePCE sur-r'y Cj - _ __ RF F'>s, Y;JP+,.nd oprral rn 4 9 to f fie GHz(M-wat 6e fre7+rrndoe arid handt,an,dirtati'd t^y m i+v:d!a'ctLInny rrg r!,ttirns.The rn <t corn- "sFMIORK MANAC FMF"lT k rktae,J,,nd n:tf-cd•fk rtd neanagrn+tn;(OGSM) 0 BA4040-57 — 2 x 3dBd omnis with separate feeds I 330-42OMHz — _..__,__ merbinds are'.-tedPere) SrSTDIMA4AGrPVIT tPvG.4Pv4d,ral-stxkmnrar!er=ts%opor. \. BA4040.67 2 x 3dBd omnis with separate feeds I 400-52OMHz 4.940-4.9'?0 GHZ(Nilific S.)fely) J F Vie3attmsviatgow-kTu HTTPorHTTPSI'TLIV \ iR Elliptical ! 5.15-5 25 GH? SNIAP vi,r2c and v3.MI6-;!and.Smrriotary PIP M18 5.25-5.35 GH2 Cambium%re'e s M7raager.l4"4 4,41Si'4 or hs*er EA4040-57 2 x 5d6d etlipticals with separate feeds I 330-42OMHz 5 470-5,M GFl2 On'nr srrttrum an,#y, r(to mpart ort pay'o d muffle or n0vnxK ops"a!ior-) EA4040-67 2 x 5d13d etlipticals with separate feeds I 400-520htHz 725-5 850 GH? 5 5.8r;-Cc50CNZ IRSTALLAWN 8u"lna.rdlrandpmGh3ralasststancefarlhtkortlm°;a#cn Offset Sections C _ H4NNFLSit-S 5.iC,15 20,30.40,and454'rtzthrnnr!c CONNECTION O:st,,ntrt,rlavtcrnu?daorunitarxi mkx'rra arktn'tmctktn u to3301rot COmeir e)rmn: Pcvvrr-trot-Gi a#rt i_ } n+ 7 c� OA2020-67 2 x 5dBd offsets with separate feeds 400520MHz ~. ChaRre'sizesdepeAonlnivkh:rf mini rt'reculat;on; Etf+=mt;hrgerds'anre=.rpta9atfeet(3t Yrmirrs)ca�bea!h,�,ectr<,i. ffieritterface s _ - d t3 d. SP£CT A FrICirN Y re nn ' i�T['Fir'} R 1 F C xT hp°,/Fiz a= nn .._ '- . .,._._ .._,_____ _.,_..,_,..__-_._ ...._.__-.-__.............._.-___....,..._...._.._., .,,..,�,.....,.�...,..m..d,...,..- .....w�,.-a�. .-,.M,. .nt-..-�..r ...,..........x..,w,.,°..k.�.,.,. ...»....,...-...�._,.�,..._.....,.-.«,.,.»..,__,.�,...-..._.w.,. ....x�,....-...,...��,.«..,.....,.,..,�,.�.a..,_,_.,.....�,_..w....w, CL CNAt,%,ELSELECTION ByDS'narrk Spectrum Grtimlza;krncrmamiailnterve^don O'MEN 10',S k,legriled Outdoor Lln"{ODU; ' ie-s-ir Dual section combination Dipole Arrays _ autcr,atic selection onslartupoidaxibrualstlfoulirnizi&ont3 avoid,intcll:,rMx2 P _.... s, ,. ` _ _ - VVM1h . ' .Rmllt�Ilmr,Ci" 6"?GphRlrini(sx) It ` rt number MAX! JMTRAN5MITPChER Can erol9C71: n c a cription ccy tp in27dtn a;BPS(:upto23Fmof2s OIM Ydidlh 2CGmm{8 C"),Ne:ght 31^:~Fm(1"<.5"},0eg`,h 90;nrrr(3 S'7 f ,'ti t e Omnis : M. M G:IN' i i Intrcr,trcF L!n to 164 t18 v}itt 20 MHz(hummt and ktfcgra!ed 23 d6 ar!vrna:vat es u!h rncdula'ion mode(Nirr:et size and spectrum , C`(r it 0 ____- _—.__ Conncrtoiaed lhries with mrtl;:'a an mr,de r l antenna typ^ N+'_ICi}T ktlegra,cd OP.t 4.1�)(8.95 ihs)tn'+d rU txark tt �f1 (n BA4040.57L 2 x 3dE1d omnis with separate feeds 330-420MHz _ .. �._._____._,._ -. __ -,___ . _. Conr;ct�i�J O td g r cket qa RECEVER S"'TSITIVI Iv -98 dIIm w th 5 MHzdimn^l —. __ _ ___.. _ _ __ __... ._ T 1 1 '•p 1 _ BA80.57L r t x6dBdomrn 330420MHz .__.. _ _.. _-_.._. _:._•. __..._.. .,_---_-....._._._..__ _- ,,.... -.,._-.. _..-_._,_....__..._...__...__ (aFTt,?1!NCTFMIr?TAT!1 E 40"ko+14G`'F(-d03tk>((5°II rrchcr;gsclar ad!atrrar i LI T3 r1� Li' BA4040-67L 2 x 3dBd omnis with separate feeds 400-520MHz PODA LA.T'ON I EaP!)R CORRFCTION Fnct Prrerrpti;r,Adzntive M:idraiaticr tea".ring 13 modt iati;•n 1 FEC w6ng'nve!s rann rg from BPSK to n60AM dual payload M!MO c , l i'e!ess Cor m,iritatio-nr Irtrastn i-Buie ExreKs 5 'RUS1 N PPOTECTION iPE_and IPE e+M1x• $. � p DUST1lATLR1N, ;; 5- — - ......m.—.�,_.».._._.y......_.,.___ _-.._.....-._-�.-.....�_....,.� _ `_,_•"_'-_ _ _ ._'^" BA80-67L 1 x 6d8d omni 400-520MHz 9 "` OUPtr)c SCN€t?€ Tint G viNan bupl'x(TGO) Y0 +'?Ji)S U 70(i mitf,(322 knh} Elliptical Sections i Adas>riv nr i.xrz.t*attrrntdrrrc yr duty cyttrs SnFif frrgc rncy aprratinn a!lousseatrate tm,smil ar=d rr r vc frrq,:rnc+cs whrrs r'kr,rr' V r, RVIVA! by recu'at an. PotNER SUPPLY Two opt 10rs: r EA4040-57L i 2 x 5dBd etlipticals with separate feeds 330,-42OMHz Ootioral TDGs,+nc''onizatinr using PTP SMC Modale AC pm rr 4 rie.tar.3°to lG4°F(0°dt•4C°C};35 cv;9G-24C vnC,5C 60 Hr r I — EA80-57L M 1 I x 9dBd elliptical 330 42OMHz ANTFNNP, Iningrat(d:Flnt pare'-23 dFa r —� _ — = - -- QC+OC pc','rer it}slot. 40"to l4G'F(4G°to"50'C);7G tU;90 fdG VAC,SQTEG H[ I *+ Correrto'tzed Can operate with a se oct un o!separately p+xchrei singe-and dual.poi,r'ty animnas throuih 2 x N-Pit'e fernYe EA4040-67L l 2 x 5dBd ellipticals with separate feeds 400-52OMHz 04ren,mris:V!dth 9.75"1,25C rrart),Hsi>t t 15"(4C roan},Orpih 3"(B)mrr; j:.,:;C�,.,, •: -+:? t,mrctars(9oralrrTuia rn,5shnul3 Twd-r ctipriorMp,irrhasn) EA80-67L 1 x 9d8delliptical 400.52OMHz r_ n POi^lERCONSLMMION 304t'maximfr,(t:pto7GVlwtt80:.3atde'.srPOnatrritiarypart` rE14. g Offset Sections ._ ... :-` SFC.IraIY FIPS-177coml,lcxtt12V255-hfAFSF,inigtticn Coral cr�i} = ° OA2020-67L 2 x 5dBd offsets with separate feeds 400-52OMHz FfTTPSAndSTdwov3' PFO-ECTION AND SArVY tI1.0950.tEC609EGi,€fdC90?;CA- .2fO.609501:CCacorovaIforGobai.•x•- (dent"Y hasrdu erac.8unts -- ----.-- -----------_-. _-_ .__ _ 1 I y OA40-67L I 1 x 9dEld offset 400-520MHz RAOK) 4.9 GHz:FCC Pat 9ny'Ras 1t1 .l Conf:Jortt tr!xsw t nuts Derr ar'horttxatrcn and RANDS support S.x GHp:FCC Part 15,sth-parts t5C and?,E;i SS 210Itswe 6; ;e to Shown above are lower sections only which include a through harness to connect your choice of upper section. Eventlon#11 and mananer,enr;crtionailoggrgvi i1"lop ET;302502;EN 3G189?Eire Com KApprovv toIR2007 Re20 ,1r ,LI ' o Select your upper section from our range of standard UHF Arrays. D rs!^r recut try and vurtcr,>g lily n,ananr strut E14c Euri:n EN 3111001 arid-4...-_ * ; When ordering a dual section combination array you will need to order as follows — _ z..-.-w.A W. . .r w.: _. _.. ..wa ,. _,,. w.._:. r ..r._W"... . •..;.w..._ r„�. _ .. .,._ . ' 0 1. Specify your lower Section from the list above eg:BABO-67L PLUS F orccct .._.._ _...__...._... IrE€e02,3 __. 2. Specify your single upper section from our range of standard 0-IF Arrays L,SERDATA TVfi�OUGH"UT C;r:ar};:airy vatieli!e up to450 gaps M,,*mum cone.;'.'ins-2�2.45 N`9t charm r!',2%OA M v r K• g Regulatory cQndTons for RF binds shadd be con,!rlred^rir,r to system purchase.All Lands use the same hardware. rrexiv! spec!:a'eft,dency/(apxityrcersi'. imdeh „ Individual bands and channel widths are a�aflable peed ng local regulate anprovais and rev code licenses. r - r d Capacity Up m zsc F1hps 2 Ga,n,maximum transmit omver and effective radiated pov'ter may vary lea ed on regulatory dornain and region cede license. r Combination Collinear and Dipole Arrays tali Capacity:!Up to 45C Mfrs s Wdeh access viz,HTTPS/TLS is avai!?blc on AFS-ena ed radios. • '. ' s•",�.,, � Omnis Description �' `Frequency � fi! `Alset,xailat>leuUtGcen>csl.:rtilNtnnsaxirtundtarrrc'Ib,xst:uit'h '-_ Omnis BX40-67 I 1 x 3dBd omni 400-520MHz LATENCY 1-3 im•rnte tl''rc:!or lat ncy 00111 R'111 BX4040-67 1 2 x 3dBd omnis with separate feeds 40D-52OMHz Ocs 80ueoes BX8067 t x6d8domni 400520MHz PACK£TCLASS; J ATIGN L,,ter2 arid Uit r31EFF8G2.Tp,MPiS,Ethrrnetlxlorit-1 Elliptical Sections -- ! — az D -- PA.CK£T P£RECRu nqC£ Line raft(>850K as xets per=rvrxx') r'►.-- `"' EX40-67 1 x 5d8d elliptical 400-52OMHz — _-- �� � — --_----- ---_—_--- - —_.�--_______-----,—�.� TalNGRArSpT IEE15F2 EX4040-67 2 x 5dBd etlipticals with separate feeds 400-520MNz JAN 024 0 FRnTi CT }'OURSEI EX80.67 1 x 9d8delliptical 400-520MHz FRAMESf-'PPORT Jumbofra+nrrspto46C0isyres / ALL STATES REOUIRE Ni TIFICATr,! 0- o EXCAVATORS, DE°J r:NEF S, OR ANY PERSON t @ Offset Sections l rLEXI LEI(0 2xGigab!tEthcrnetcootxvports; c PREPARiNC Tn n!sT+t'e THE EAR,H'S t OX2020 67 2 x 5d8d offsets with separate feeds 400-52OMHz ). l: Planning Town �, SUFFAI=E ANr'WHLF'E Ill AIJf STATE Gin'tf+'tPcrrtT:rat°+R�afru:``n"i'r"t Planning Board t- to _ Gigah t Port 2:W23at RE output port Know what's below. OX40-67 1x9dBdoffset 400-520MHz SfTpeK(singlernrde fiber,mutt'madef!>nr.androprcrGirit`E,mratopt!vnsavallitile) Call before you dig. I: TL'Ef TP^"SUPPORT 8 x Tl,'tl TOM(Nettnuk ln?lo,trU<,t(NIP.U}) � N These lower sections are for use with COL sedos collinaars, They are provided with a through harness to connect your Choice of GX'434ornr.!Tnt timing FOR STATE SPECIFIC DIF.'ECT PH( HE NUMBERS R[+ c COLS H ,COU5(VHF)orCOL17 HF co!linears. "ri ,rl(r�m.at',!rwithAC+RC Pr+w:rinj^c.arn;;t rt VISIT: WINWCALL511.COM . f — T!€1 LATINCY(elf€V,'.4Y} 1 to S ms Yycl(al depending att ra°t92,ban fw!dt",modufM Mier Ma ode and number ci Ti!Ei per s;acerrate i1/€?ie'enry 9g!>fes can ba }• . When ordering a combination collinear and dipole array you will need to order as follows: drtr-rrrtrndtoranyglvenrc+,rAmtienu'r.gtheCrr,th rmPTPLtNKi!amrer ALE: uRAwra j HL+_! Lo L, * 0 1. Specify your lower Section from the list above eg: BX80-67 PLUS AS SHOWN WAS J KM 2. Specify your COL collinear either COL15,COL17 or C01_8 eg:COLS(and remember to specify frequency) 9 0 13 01/02/24 REVISED PER COMMENTS JCM JWS U 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS J1./1LL. IV.1 05/23 REVISED PER COMMENTS JRF JWS I3/23 REVISED PER COMMENTS RF jWS 5 01/03/23 CLIENT COMMENTS JCM JWS Weight Height DRAWN CHECKED g g REV DATE DESCRIPTION i 205 Lbs.assembled = 77.98" BY BY 275 Lbs.shipping weight Width Doors 23.625"" 2,secured by three point locking system Depth . Lacks via customer supplied padlocks See racking specifications Sealed with.875"aluminum filled gaskets _Useable depth Material .125'"AlumiflexC a�OF f�l� t R Finish:Painted cream NEMA;Class Types available `�� ��l�Y K RF properties:Non-ferrous NEMA 3R(Vented),NEMA 4 Vents (closed loop-a/c),NEMA 4X y * r 30 bottom louvers per door Paint Tested 14 top louvers-In top cover, 1000 Hour salt spray(textured) under Alumishield r, 1000 Hour immersion i One removable filter panel per door . . S O 14 fixed filter pads in top cover : Handles Height f Zinc,padlocking 74 11 E7 Width EW YOR ICEN PROFESSIONAL f, fifkM1e 4f µ} V, r y rY f' ENGINEE - LICENSE NUMBER: 095374-I Rails I IS A VIOLATION OF LAW FOR ANY PERSON, = Two Sets 19"Rail standard p'r� j ' " 'f` r UI ILESS THEY ARE ACTIr1G UNDER THE DIRECTION +t (for additional rails see accessories) Main Body OF THE PESPONSIBLE LICEIJSED PROFESSICIJAL + Alodine coated Height:78.23"" ENGIIJEER, TO ALTER THIS DOC-IMEPIT. Holes tapped for 10-32 threads Width:25.5" . Each rail supported by three R-STRUTSTM Depth:34" TITS INTORMTTiOf I : .125"Material(AlumifiexO) ArumtshreldU SITE NO: ALBERTSON MARINE Spacing . Hang down height:1.71" : 19"or 23"'Racking available m Width:28,46" o' . Depth:36.67" Useable Height Usable racking height has been revised Handles ' to only fit in the opening of the door jam • Protrude 2.2" 61405 MAIN ROAD which is cabinet height minus 4.25" Total Space Occupied SOUTHOLD NY 11971 i o c7 Maximum:74.25" Height:78.855" Number of rack units per rail set:42 + Width:28.46° SUFFOLK COUNTY Total number RU's:Up to 84* Depth:37.75" Useable Depth F Maximum: Minimum:- q i SITE TYPE: °t 150'-0" CONCEALMENT POLE `) !jt.t� 777 .��1 �A��J� w� 3i �a.,�_wrw APPROVED 6Y S _ COPYRIGHT Oc 2023,AZIMUTH ENGINEERING P.C.,LLC ALL ( _ Top 74 75"--78 23" 3 2 30 50" J t ` • ' .-` �� - -_.—_,____�---- 74.57"-74.75" 18k29.50°_...__.-------- PLANNING BOARD T :� lr, ar D a RIGHTSRESERVEDro TAn!Eu HEREIN I AUTHORIZED �R U_E OtILY B'rTHE PARTY FOR WHOM THE J LANNI H DRA'�'�,, iI R I _ xJ 74.57" 29.57 30.5p"v_.__-____. WO I< WAE ,ACTEDECP TO WHOM REUSED, D TIFIED. THIS c F+ c 45aa"- TOWN OF SOUTHOLD �, IT CE: - rLOSED, Center 33.00"-45.00" 92.00" 28.75" DI,TI•IBUTED OR P=LIED UPON FOR ANY OTHER PURPOSE W DATE WITHOUT THE EXPRESS UJ,.ITTEN CONSENT OF A,DIOUTH E ENGINEEF.INC P.C., LLC 3.43"—33,00" 29.57" 30.50" Z''j 202�-�- l"� *Front and Rear sets of rails allow some 3.25"-3.43" 18" 29.50" - /'-�-u'-t SH E E i I TLE: equipment to rack both directions providing -.___--- - — Q up to 84 RU Bottom —0.00' 3.25 3,25" 3aso' _ FIRE DISTRICT EQUIPMENT, 1 G u"+ SHEET i'JUP'"BER. 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 ' NOT USED Z-16 -- _S L ITEM PART NO. DESCRIPTION QTY. WEIGHT 1 MTC79020808.01 8' CENTER CHANNEL 4 86.28 LBS NOTES: 0 2 MTC79021010.01 10' SIDE CHANNEL 2 113.57 LBS 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. ! 3 IMTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS ,.R 8 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 ` io 6 GWF-05 5/8" GALV FLAT WASHER 64 0.01 LBS ` `° 7 GCM03 GRATING CLIP 32 , 10'-0" [30481 DETAIL A � a • '` �'� �✓ o �� << >,' DETAIL T; `ice. CORNERS -SCALE 1:4 j ALL Ei.t t tRS t �°.-.� 6`� �r�ir!FSE i.4^':'1'JC�-d1f Ylt II'`Cdcfn, l�ra EX{?F"15 9 �- 2 4 C7 ILD SOUTHC r 8'-0,"[2438.401 0 " ': I 2 I DETAIL SCALE 1:4 s • / ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. • ' ' 1 GB-03105 3/8"X 1"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 0.26 LBS • e + 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS __. '' • _ ''" 7 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS . �--- " 6 MTC396620 POST, HANDRAIL 14 9.96 LBS 14 �- 7 MTC3979HRI l HANDRAIL, HORIZONTAL 4 16.60 LBS JAN C 9 2024 PPOTECT YOURSELF 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21,11 LBS ® ALL stATE> REQUIRE aoTR Mi Yi.N of o E%CAVATOF.':.. DE`_d GNER�, VP Af.'i PERSON 9 MTC3979HR13 HANDRAIL, HORIZONTAL 2 6.51 LBS Southold Town FRETARINc To DSucB THE EARTH. 10 MTC3979HR14 HANDRAIL,HORIZONTAL 2 5.44 LBS Planning Board SURFACE AN,, IN AN, ST47 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16.52 LBS Know what's below. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 Call before you dig. 9,0 [228.61 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83LBS FOR STATE SPECIFIC DIRECT PHOJE NUMBERS 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS VISIT: VJIN`,"J.CA'._1_811.00M 14 MTC3979HR1S PLATE, HANDRAIL TOEBOARD 1 5.37 LBS 15 MTC3979HR19 ANGLE BRKT, HANDRAIL 12 0.32 LBS cALt DRAWN B r: rI ErH ED Bi: 16 ITS1220 12-24 X 2"SELF DRILLING SCREW 16 0.03 LBS AS SHOWN WAS JKM 17 ITS1275 TEK SCREW #12 X 3/4,WITH NEOPRENE WASHER 48 0.02 LBS 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 1 EQUIPMENT PLATFORM DETAIL (COMMSCOPE PART #EQ-P0810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL (COMMSCOPE PART #MTC3979HR AD A) 9 06/15/23 REVISED PER COMMENTS JRF JWS NOTE: 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS FINAL DESIGN OF PIERS TO BE CONFIRMED 6 04/13/23 REVISED PER COMMENTS JRF JWS ITEM NO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 QTY FOR MTC4045HF55 ONCE ELITE HAS PERFORMED A APPP,,0VED BY 5 01/03/23 CLIENT COMMENTS JCM JWS GEOTECHNICAL BORING AND PROVIDED REV DATE DESCRIPTION DRAWN CHECKED 1 GB-05345 5/8"X 3-1/2"GALV BOLT KIT 8 8 A REPORT. Z PLANNING BOARD BY BY 2 GUB-4355 1/2"X 3-5/8" X 5" GALV U-BOLT 10 10 LU � TOWN OF SOUTH4LD 3 GWF-05 5/8"GALV FLAT WASHER, 1.70D 8 8 DATE I n n 0' 4 MT50460 SO. SUPPORT RAIL, X 60 LONG 5 5 PROPOSED PREFABRICATED _Z uI NOTES: U- 1.0 GENERAL I 5 MTC4045-01 WELDMENT,6' PIPE 2 2 EA MTC4045-02 EQUIPMENT PLATFORM 0 ""�''"' ! ��,OF Ncwj"" 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS o I �Y sY K r, .� 1.2 FOR PATENTS,SEE WWW.CS-PAT,COM i 6 MTC4045-12 BASE PLATE, 3"PIPE 2 2 PROPOSED (SEE DETAIL I) �, �� 4-� 2.0 DESIGN NOTES IBASE PLATE M 0 43.0.0 TEST MANUFACTURING/SPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3-1/2" 2 2 5.0 PACKAGING 8 PTCR01 END CAP 10 10 -�- -� m 0 _� -_----- = 60,0[1524]-- - E ONI--- _____..�______..__._-5©.0[1v0 3.5 jft9] PROPOSED --- -- -- NEW YO LICE PROFESSIONAL 2 4 Z HSS4X4X3/8 COLUMN ENGINEE - LICENSE NUMBER:095374-1 -- PROPOSED UTILITY H-FRAME I _6 (SEE DETAIL 3) UPIT IS,I_ESSATI E L AREJ OF ACTING UNDER A HE PERSON, 00000000000 00000000000 - ° CTION PROPOSED OF THE RESPUI.SIBLE LICENSED PROFESSIONA__ M ��� I/4" E!dCINEER, TO ALTER THIS DOCUMENT. 14.0[356 °° °°° ­I 0"X I 0"X3/8" 1-1/2" T== 1/4" Trp °° ° ---- ------------- ° BASE PLATE TYP ! ° I SITE k1F0RMATI0N : ° GRADE LEVEL o SITE NO: ALBERTSON MARINE �- I_ � B PROPOSED GR ADE LEVEL HSS4X4X3/8 PROPOSED 5/8" A615 _ 000� 000000000000000000 _ i ; 61 05 ° MAIN ROAD ANCHOR BOLT COLUMN „ < " \;. . ' ; 4 5'OR6' ° ° ° EMBEDED 1'-6" IN PIER PROPOSED '1' ' " ° ' ' % �` ' SOUTHOLD, NY 11971 AVAILABLE (TYP.) -I 0"X I 0"X3/8" SUFFOLK COUNTY o ° BASE PLATE ° O OOCo00o0o 00 o lz o 00000 ° ° , ° �,� PROPOSED PLAIN CONCRETE PIER o ° �(4,000 PSI CONCRETE) M ` , PROPOSED PLAIN CONCRETE PIER SITE TYPE: 3 ° °° ° \\� ° (4,000 PSI CONCRETE) 150'-0" CONCEALMENT POLE ' v ° 4, �.�PROPOSED O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 ° I 011X I 0"X3/8" PLATE ° ° COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL -- RIGHTS RESERVED 11-6" THIS D"AWIMC AND ALL THE INFORMATION CONTAI!JED HEP'EIH IS AUTHCGIZED FOP USE ONLY BY THE PARTY FOR WHOM THE WORk WAS CCH-,RA(.1ED OR TO WHOM IT IS CERTIFIED THIS DRAWING M4 )' NOT BE COPIED, F.EUSED, DISCLnSED, 7, DISTRIBUTED O^ RELIED UPON FOR ANY OTHCF PUEPO S= 3 G,e w s.0[za3' 6 WITHOUT THE EKFRESS WRITTEN CONSENT OF AZIMUTH EL EPJ'SINEERRJ> P.C., LL.G. I'J w SHEET PILL-. 5 FIRE DISTRICT EQUIPMENT- 2 L 0 3 UTILITY H-FRAME DETAIL (COMMSCOPE PART #MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY H-FRAME CONCRETE PIER DETAIL �H E i 1u��3EN. Z-17 NOTES TO USERS C L0A`G LEGEND This map is for use in administering the National Flood Insurance Program. It 11SLA ND ZONE VE does not necessarily identify all areas subject to flooding, particularly from local (EL 1) SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION drainage sources of small size, The community map repository should be SOUIVD ZONE X ZONE X ZONE X BY THE 1%ANNUAL CHANCE FLOOD ZONE X 1430000 FT consulted for possible updated or additional flood hazard information. JOINS PANEL 0 157 41163T5" 72'24'22,5" 1425000 FT lhe 1%annual flood(100-yeW flood),also kry-win as the basie food,is the,flood that has a i% To obtain more detailed information in areas where Base Flood Elevations 41'05'37,5" chance of being equaled or exceeded in any given year, The Special Hood Hazard Area L5 the (BFEs)and/or floodways have been determined,users are encouraged to consult area subject to flooding by the 1%annual chance flood, Areas of Special Flood Hazard Include ZONE VE Zones A, AIE,AM, AC, AR. A99, V, and VE The Base Flood Elevation is the water-surlace the Flood Profiles and Floodway Data andfor Summary of Stillwater Elevations (EL 16) tables contained within the Flood Insurance Study(FIS) report that accompanies elevation of the 111%annual chance flood. CORPORATE LIMITS ARE ZONE A No Sage Flood Elevations determined. rounded whole-foot elevations, These BFEs are intended for flood insurance D this FIRM. Users should be aware that BFEs shown on the FIRM represent COINCIDENT VVITH SHORELINE ECE IVE rating purposes only and should not be used as the sole source of flood ZONE AE Base R cod Elevations determined, elevation information, Accordingly, flood elevation data presented in the FIS ZONE X JAN 0 8 2024 ZONEAH Flood depths of I to 3 fed (usually areas of pordirig); ease Flood report should be utilized in conjunction with the FIRM for purposes of Elevations determined, construction andlor floodplain management. South 6-1-dTo-wn ZONE AD Flood depths of I to 3 feet(usually sheet flow on sloping terrain);average depths debermired, For areas of allurval fan flooding, velmities also Coastal Base Flood Elevations (BFEs) shown on this map apply only Planning Board determIned. landward of 0.0' North American Vertical Data of 1988 (NAVD 88), Users of this 417 ZOW AR Special Flood Hazard Area formerly protected from the 1%annual chance FIRM should be aware that coasted flood elevations are also provided in the flood by a flood control system that was sub sequent[y d ecertift ed, ZoneAR Summary of Stillwater Elevatrons and Transect Data tables in the Flood Insurance ZONEAE indicates that the former flood control system is being restored to provide Study report for this jurisdiction- Elevations shown in the Summary of Stillwater (EL 8) pirotedlori f�onn the 1%annual charice or greater flood. Elevations and Transect Data tables should be used for construction and/or floodplain management purposes when they are higher than the elevations shown ZONE ASS Area to be Protected from 11/b annual chance flood by a Federal flow -Irure Expee's '66 protection system under construction; no Base Flood Elevations on this FIRM, 52 Qft�N determined, Boundaries of the floodways were computed at cross sections and interpolated ZONE V Coastal flood zone with velocity hazard (wave action); ro Base Flood between cross sections, The floodways were based on hydraulic considerations ZONE VE Coastal Rood zone with veloortv hazard (vva,,e action); Base Flood with regard to requirements of the National Flood Insurance Program. Floodway 340000 FT widths and other perfinent floodway data are provided in the Flood Insurance Elwationsdetermined, Study report for this j unscliction. RE FLOODWAY AREAS IN ZONE AE Certain areas not in Special Flood Hazard Areas may be protected by flood EG The floodway is the channel ofa stream plus any adjacent Moodplain areas that mustbe leptfree control structures. Refer to Section 2.4 "Flood Protection Measures" of the Of enCrOaChrri-ent so that the 1%annual chance flood can be carnedwithout substantial Increases In flood heights. Flood Insurance Study report for information on flood control structures for this jurisdiction. 01 FLOOD AREAS The projection used in the preparation of this map was New York State Plane ZOW X Areas of 0,2%annual d-once flood; areas of 1%annual chance flood with average depths of less than I foot or with drainage areas less than FIPSZONE 3104. The horizontal datum was NAD 83, GRS80 spheroid. I square mile;and areas protected by levees froin 1%annual chance flood, Differences in datum, spheroid, projection or State Plane zones used in the production of FIRMs for adjacent jurisdictions may result in slight position OTHER AREAS al differences in map features across jurisdiction boundaries, These differences do ZONE X Areas determired to be outside the 0.2%annual chance floodiplaw n, not aff ect the accuracy of this FI RIW ZONE 0 Areas in which flood hazards are undetermined,but possible Flood elevations on this map are referenced to the North American Vertical Datum of 1988� These flood elevations must be compared to structure and ground COASTAL BARRIER RESOURCES SYSTEM(CBRS)AREAS elevations referenced to the same vertical datum. For inforrilation regarding OTHERWISE PROTECTED AREAS(OPAs) conversion between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1988, visit the National Geodetic Survey C13RS areas and CPAs are normal ly located with nor adjacent to Special Flood Hazard Areas. website at hftp�1Mww.nqs.noaa,gov or contact the National Geodetic Survey at 1%annual chance ficodplain boundary the following address: verizonv NGS Information Services 0.2%annual chance floodplain boundary NOAA,NNGS12 FIcI boundary National Geodetic Survey Zone D boundary SSII#9202 1315 East-West Highway CBRS and OPA boundary PRO 11 L YOLINSE,LF Silver Son ing,Maryland 2091 O�3182 Boundary dimcling Special Flood Hazard Area Zones and ALL A IE', RF,JhIRt NOT;�CA iMI OF (301)713-3242 boundary dividing Special Flood Hazard Areas of differerit Base rX A CAV TORS, DEIIGNEI`-�, 01I ANY PFRSON Flood Elevations,flood depths orflood velocities. PREPARING -0 DI�R.RB ThL EARTH's F R,' To obtain current elevation, description, and/or location information for bench MRkAU PlYW-1 A[- SFA�L marks shown on this map, please contact the Inibrniabon Services Branch ZONEVE Limit of Moderate wave Action Know what's below. of the National Geodetic Survey at (301) 713-3242, or visit its welosite at (EL 8) 513 Base Hood Elevation line and value;e4ewbon in feet' Call before you dig. bithp:(Iwww.no s,nosV.agy. (EL 987) Base Rood Elevation value where uniform within zone; elevation OF, ,1ATF 11�DECIFIC I)IF�[:CT PHONE in feet* Bass map information sh)wn on this FIRM was provided in digital format by the A�A'\/"�CAL New York State Office of Cyber Security and Critical Infrastructure Coordination Referenced to the North American Vertcal Datum of 1988 This information was deI from digital orthophotography produced at a 1.0-foot `5 Cross section fine SCA1 E 4, dy, E C K��D F3 Y pixel resolution from photography dated 2004. HOWN WAS JKM Unnited detail criosssection ine AS S Based on updated topographic information, this map reflects more detailed and up-to-date stream channel configurations and floodplain delineations than ------42-3) Transect line those shown on the previous FIRM for this jurisdiction. As a result, the Flood 87'0745",32*22-30" Geographic coordinates referenced to the North American Datum 13 01/02/24 REVISED PER COMMENTS JCM JWS Profiles and Floodway Data tables for the Northeast Branch Nissequogue River in 00 of 1983(NAD 83),'Restern Henn isphere 12 12/27/23 REVISED PER COMMENTS JCM JWS the Rood Insurance Study Report(which contains authoritative hydraulic data)may -476'x�'N 1000-meter Universal Transverse f0lercatorgrid values,zone 18 reflect stream channel distances that differ from what is shown on this map, Also, CID the road to floodplain relationships for unrevised streams may differ from what is 11/28/23 REVISED PER COMMENTS 600000 FT 5000-foot grid values:statename State Plane coordinate JCM JWS system,_Vzone(FIPSZONE fipszorre),spherename projection shown on previous maps. Z Lu 10 08/30/23 REVISED PER COMMENTS JCM JWS Z a. Corporate limits shown on this map are based on the best clata available at the 1� V) DX5510 Bench mark (see explanation in Notes to Users section of this time of publication, Because changes due to annexations or de-annexations may a Z x FIRM panel) 9 06/15/23 REVISED PER COMMENTS JRF JWS cn 0 have occurred after this map was published,map users should contact appropriate Z River Mile community officials to verify current corporate limit locations. 0 8 05/18/23 REVISED PER COMMENTS JCM JWS MAP REPOSITORY Please refer to the separadely printed Map Index for an overview map showing Refer to listing of Nblp Repositories on Map Index 7 05/05/23 REVISED PER COMMENTS JRF JWS the layout of map panels for this jurisdiction. EFFECnVE DATE OFCOUNTYIMDE 6 04/13123 REVISED PER COMMENTS JRF JWS FLOOD INSURANCE RATE MAP The AE Zone category has been divided by a Limit of Moderate Wave Action (LIMWA). The UMWA represents the approximate landward limit of the 1.5-foot May 4,1998 5 01/03/23 CLIENT COMMENTS JCM JWS breaking wave,The effects of wave hazards between the VE Zone and the UMWA EFFECTIVE DATIF(S)OF REMSON(S)TO THIS PANEL DRAWN CHECKED (or between the shoreline and the UMWA for areas where VE Zones are not September 25.2009-to change zone designations,to raftect revised shoreline,to,�Asnge REV DATE DESCRIPTION identified)will be similar to,but less severe than those in the VE Zone. Special Ftood Hazard Areas.to update the effects of wave action.to incorporate primary BY BY Frontal Dune analysis,to reflecl the effects of coastal erosion,to change Base Flood Contact the FEMA Map Service Center at 1-800-358-9616 for information on 335000 FT- 0OF-4. MGM. Elevations,to update map format,and to reflect updated topographic information available products associated with this FIRM. Available products may include previously issued Letters of Map Change, a Flood Insurance Study report, and/or digital versions of this map. The FEMA Map Service Center may also be reached Hu To determine if flood insurance is available in this community,contact your insurance by Fax at 1-800-358-9620 and its welosite at http://msc.fema.gov, agent or call#re National Flood Insurance Program at 1-800-638-Wo, If you have questions about this map or questions concerning the National Flood Insurance Program in general,please call 1-877-FEMA MAP (1-877-336-2627) or C-:) K visit t he FEMA website at http:/Iwft lem axicy/busi neggati p. LOCATION OF PROPOSED WORK MAP SCALE 11" 500' 250 Soo 1000 FEET ir- A METERS COASTALIBARRIER RESOURCES 150 0 150 300 SYSTEM (CEIRS) LEGEND 10-01-1983 CORS Area ZONE X 45 -N �10 PANEL 0159H FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR Y cKEON SUBSTANTIALLY IMPROVEDON OR AFTER OCTOBER 1,1983, INDESIGNATED CBRS AREAS. N�rYORKI rICENSED PROFESSIONAL FIRM ENGINEER- LICENSE NUMBER: 095374-1 11-16-1990 CEIRS Area FLOOD INSURANCE NOTAVAILABLE FOR STRUCTURES NEWLY BUILT OR FLOOD INSURANCE RATE MAP 1-1 IS A SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16.1990, IN I for SUFFOLK COUNTY, NEWYORK 1-111 AR":- �,C 71N �, �,,NDER DESIGNATED CBIRS AREAS- (ALL JURISDICTIONS) Or- T�i L I ICFN")IL PR'0, L-�SIONAL 11-16-1991 Otherwise Protected Area(OPI A[--[-- 'HIS CONTAINS: FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVEDON ORAFTER NOVEMBER 16.1991 IN DESIGNATED OPAs WITHIN THE CBRS. COMMUNITY NUMBER APPROVED BY SITE NO: ALBERTSON MARINE 11-16-1993 CEIRS Area SHELTER ISLAND, 360809 TOWN OF FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR PLANNING BOARD SUBSTANTIALLY I MPROVED ON OR AFTE R NOVEMBER 15,1993 IN SOUTHOLD,TOWN OF 360813 DESIGNATED CBRS AREAS. 61405 MAIN ROAXD" TOWN OF SOUTHOLD 11-15-1993 Otherwise Protected Area(OPA) -NOTE, SOUTHOLD, NY 11971 FLOOD INSURANCE NOT AVAILABt E FOR STRUCTURES NEWLY BUILT OR DATE �'7r,�-) THIS MAP INCi 1Q.i?,I0AR1FR OF THF C�A,13TAI RAWFR SUBSTANTIALLY I MPROVED ON OR AFTER NOVEMBER 15, 1993 IN RESCURCMS SIYSTFM FSTA�LISHFD UNDER THE COASTAL DESIGNATED OFAsWITHIN THECEIRS. DARRIER �ESQURCES ACT �)P 1C,82 AND/OR SUBSFoUDIT SUFFOluviv COUNTY 11 ENABLING LEGISLA-10ts 02-24-1997 CEIRS Area PANEL 159 OF 1026 FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR MAP SUFFIX: H SITE INPE: SUBSTANTIALLY IMPROVED ON OR AFTER FEBRUARY 24,1997 IN (SEE MAP INDEX FOR FIRM PANEL LAYOUT) DESIGNATED CBRS AREAS. 150'-0" CONCEALMENT POLE Notice to User., The Map Number shown below should be Boundaries of the John H.Chafee Coastal Barrier Resources System I used when Placing map orders: the Community Number (CBRS)shown onthis FIRM were transferred from the official CEIRS 11h1l shown above should he used on insurance applications For the source map(s)for this area and are depicted on this FIRM for subjed community. Informational purposes only. The offidal CEIRS maps are enacted by COPYRIGHT Q 2023,AZIMUTH ENGINEERING P.C.,LI-C ALL Congress via the Coastal Barrier Resources Act,as amended,and MAP NUMBER RIGHTS RESERVED maintained by the U.S.Fish and Wildlife Service(FWS). The official IHIS PRAVVIIAG� Al,t 1[- 1AFORLAATION C'1-11N-IAIN�-D IS /\LJT!J()L�IZ7[-) �0 tjl-�C 0 CBRS maps used to determine whether or not an area is located within 41'03'45" 36103CO159H R N11 !�L THE PARTY -OF WHOM 1-ill,- 72'22130" -C W 11 CF,-1IFIE[.. -1-11s, the CEIRS are available for download at ht1p.11www.fws.qov Foran 41'03'46!' JOINS PANEL 0167 20'0""'E VVO-�K VIA,-, CON171ACTLL, 0+?, D A I ( I-P > official determination of whether or not an area is located within the I E 0 )RAVVING MAY BF D, FIWS�D, 18"E )I',-,THI0J1--D 0R REI�ED UPON -0R OJHLF� MAP REVISED CBRS,or for any questions regarding the CBR%please contact the FWS 72-24�22.5` I-H-- EXPR',SS W"!I ,E:,] C`,)�-,FNT C1 A-/MLF�- field office for this area at(631)776-1401. 1 N-IINE�PING ED��, 1-C, SEPTEMBER 25, 2009 Z Federal Emergency flanagernent Agency 2007 FLOOD INSURANCE RATE MAP U-1, I L: 4 0 4 8 1 2007 FLOOD INSURANCE RATE MAP GRAPHIC SCALE 2 2 SCALE: 1/4" V-0"FOR 22"x34"DRAW-IN Z-18 (IN FEET) SCALE: 1/8" 1'�O"FOR 11"x17"DRAWINGS SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE ; SOUTHOLD. NY 11971 LIT LETON, CO 80120 TOWER OWNER: ELITE TOWERS L.P. ' TOWER TYPE. CONCEALMENT POLE 1 S. DURKEE LANE TM LLC V E. PATCHOGUE. NY 11772 TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON (516) 410-8730 5701 SOUTH SANTA FE DRIVE I LITTLETON, CO 80120 SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRONOEUTE—TOWERS.COM THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. 0 APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 90 E. HALSEY ROAD, SUITE 104 TOWER SCOPE OF WORK: mLL LATITUDE (NAD 83): 41.07604V PARSIPPANY, NJ 07054 e TM INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE (NAD 83): —72.406043- SITE ACQUISITION: CENTERLINE INSTALL PROPOSED JUMPERS • INSTALL (2) PROPOSED 7/8" COAX CABLES (4 PER SECTOR) AND (1) RET CABLE LORNA MUND •DISH Wireless LLC L.L.C. SITE ID: INSTALL (6) PROPOSED DIPLEXERS ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 AftGROUND SCOPE OF WORK: / XZIM TH • INSTALL (6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M-11 — MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV NYNYICO 01,4,002119A • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) E N C31 N E E R I N t3 P.C. AOF • INSTALL (6) PROPOSED DIPLEXERS (201)496-9271 CTION INSTALL (1) PROPOSED METAL PLATFORM SE /BLOCK/LOT: 56.00 / 3 / 15 90 E. HALSEY ROAD, SUITE 104 • INSTALL (1) PROPOSED WORK LIGHT RF ENGINEER: IMAD MEMON PARSIPPANY, NJ 07054 • INSTALL (1) PROPOSED ICE BRIDGE OFFICE: (303)706-4019 DISH Wireless LLC L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED PPC CABINET • INSTALL (1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSE&G / LIPA MOBILE: (551)204-4483 • INSTALL (1) PROPOSED POWER CONDUIT WA 'rill oft V05 MAIN RO A" D ROU 5 • INSTALL (1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VERSON � 0 INSTALL (1) PROPOSED TELCO—FIBER BOX • INSTALL (1) PROPOSED GPS UNIT R E I V E D . ! INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) FEMA MAP BASE FLOOD 6' AMSL J0 C S 2024 %e%�%) %rj% U T HIOLD r,,,,,m y I 19 7 • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) ELEVATION: INSTALL (1) PROPOSED METER SOCKET Southold Town pF NEW • INSTALL 1 PROPOSED H—FRAME FAAIA GROUND 5' AMSL Planning Board APPLICABLE BUILDING CODES AND STANDARDS ELEVATION: `',���4.1K '`''i���� � ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT SITE PHOTO EQUIPMENT ELEVATION: 3' ABOVE GROUND EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN . THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. THX UNDEP.SLGNED,PU-"-SUANT TO SOUTHOLD TOV N Co!)r Z,CPf0�1 DIRECTIONS 2M131(1),ACKNOWLEDGES THAT THE CONDITIONS OF TILE SITE PLAN /41 �` � �' E N APi'I OVAL SET FORTHLN?Nl RE SOLUTION OFAPPrOVALDATEp NEW ORK LICENSED PROFESSIONAL 1. 2020 BUILDING CODE OF NEW YORK STATE _j_1_'L1202_JLAREACCFrfF.I)(SI:E CONDITIONS O: M01-1mo DIRECTIONS 3 ADP BLVD, ROSEIAND, NJ 07068: EN NE ER- LICENSED PROFESSIONAL 2. 2020 EXISTING BUILDING CODE OF NYS pLF ;�PSI'-`�'���'n', �y ►�/✓_��e.o iJ �aha�ia �M�� � �� ��� Depart and head toward Adp Blvd/Turn left onto Adp Blvd/Turn right onto Choctaw Way/Turn right onto 3. 2020 FIRE CODE OF NYS Al ,�;. .:.t.,_►" = �rt', f1T� — - Livingston Ave / County Hwy-527/Take the romp on the right and follow signs for 1-280 East/Take the IT IS A VIOLATION OF LAW FOR ANY PERSON, 4. 2020 PLUMBING CODE OF NYS AtIP UL F D BY ramp on the left for 1-95 N / New Jersey Tpke N/Take the romp on the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION TIMN OF SOLT LANINING BOARD Palisades Park / The Ridgefields/Keep straight to get onto ramp/Keep left to get onto ramp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, 5. 2020 MECHANICAL CODE OF NYS ' 14. P., to get onto US-46 E / US Highway 46/Keep straight to get onto US-1 N / US-46 E / US-9 N / US TO ALTER THIS DOCUMENT. Highway 46/Take the romp on the left for 1-95 North / US-1 North / US-9 North and head toward G 6. 2020 FUEL GAS CODE OF NYS E cHAtRP£NtiUrSI(:v.,'1t'RE � Washington Bridge/Entering New York/At Exit 6B, bear right onto 1-295 S / Cross Bronx Expy E toward DRAWN BY: CHECKED BY: APPROVED BY: DATE NOTE.Ile approved site development plan sh!he valid fora -hteen 1�j Throgs Neck Br / 1-295 South/At Exit 8, head on the romp right and follow signs for Cross Is Pkwy S 7. 2020 ENERGY CONSERVATION CODE OF NYS j MORNS iron,the date of ap!%roval ss per code sectien 2E3.132A�n°d°f``r" � At Exit 30E, head right on the ramp for 1-495 East toward Eastern Long Is/Keep left to get J RF JWS JKM onto/ramp/Merge onto 1-495 E / Long Island Expy E/At Exit 73, head left on the romp for County Hwy-58 S. NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE toward Greenport / Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, RFDS REV #: 3 9. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE take the 2nd exit/Continue on NY-25 / Main Rd/Pass Harbes Farms Jamesport in 3.0 mi/Tum left onto TO BE PROVIDED Wickham Ave/Tum right onto County Route 48/Road name changes to County Road 48/Turn right onto Hortons L.n, then immediately turn left onto NY-25 / Main Rd/Arrive at NY-25 / Main Rd CONSTRUCTION SHEET INDEX DOCUMENTS VICINITY MAP SUBMITTALS SHEET NO. SHEET TITLE REV DATE DESCRIPTION T-1 TITLE SHEEP KK 5 03-10-22 CUENT COMMENTS '#n 6 06-01-22 CUENr COMMENTS A-1 A OVERALL SITE PLAN " ' 7 01/03/23 CUMNT COMMENTS A-1 B BULK REQUIREMENTS Rt � � ` _` a 05/17/23 CLIENT COMMENTS A-1C COMPOUND PLAN — 0 D SCHEDULE �R .•� 9�b�>•�,`" 9 o5/1e/23 cuExT COMMENTS A 2 ELEVATION, ANTENNA LAYOUT AN 10 08/31/23 CLIENT COMMENTS A-3 EQUIPMENT PLATFORM AND H—FRAME DETAILS sKK T 'e¢or `' rt*P 11 11/29/23 CLIENT COMMENTS A-4 EQUIPMENT DETAILS — 1 SITE LOCATION 12 01/04/23 CLIENT COMMENTS UNDERGROUND SERVICE ALERT NEW YORK 811 � � ;� _" �;-N.�� A-5 EQUIPMENT DETAILS — 2 UTILITY NOTIFICATION CENTER OF NEW YORK A&E PROJECT NUMBER *J P t C}{Ec�yEit tiRarine � 1 1.y,, xnt Restaurant A-6 EQUIPMENT DETAILS — 3 (800) 272-4480 `° b NYNYCO2239A A-7 EQUIPMENT DETAILS — 4 WWW.NEWYORK-811.COM Suites DISH WIRELESS PROJECT INFORMATION CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTIZWTlON � E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES Asbectson rrlanne,'Inc., gs N Y N Y C 0 2 2 3 9 A E-2 ELECTRICAL DETAILS AND RISER DIAGRAM 61405 MAIN ROAD, ROUTE 25 E-3 ELECTRICAL ONE—LINE, FAULT CALCS & PANEL SCHEDULE ""`* GENERAL NOTES r. � � SOUTHOLD, NY 11971 1 t rn f..: G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED " G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON ' zs G-3 GROUNDING DETAILS DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL °z " ry- SHEET TITLE SIGNAGE IS PROPOSED. TITLE SHEET RF-1 RF CABLE COLOR CODE 11 "x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SHEET NUMBER GN-1 LEGEND AND ABBREVIATIONS �a i Y GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON GN-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE " T-1 GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 WON, FRESHWATER WETLAND , BOUNDARIES DELINEATED BY VHB �► ` ENGINEERING, SURVEYING, �. LANDSCAPE ARCHITECTURE AND APPROVED BY 1/ Y I GEOLOGY, P.C., ON MARCH 22, 2023. ,. LLC ''' ♦ „� -2�.�_ � PLANNING BOARD e`i�ok CF SLOP v , TOWN OF SOUTHOLD 5701 SOUTH SANTA FE DRIVE - - ��.E_&WQ WET14N LITTLETON, CO 80120 9�.- � _�` =_- - - LWS PROPOSED 70'-O" x 35'-0" DATE r� Z C�t-f 9 _ __ _ _ ___�_�_ o EQUIPMENT COMPOUND (SEE SHEET J =_ Z_ - -� Z-08) 40010 - -e, 2.7 PON 47 E- --=- - -- - -_- Et - TF6.14 ,_ "f ' -_�� - - _ `' Q_. _o - -=!_ J�N (3 8 2024 TO NEAREST BUILDING ON ADJACENT PROPERTY ♦ Cr_ C- 00 S E _ ? - - - - _ -�� W 2 - - ' - - - - - _ _ 1 - 6.1 - - - _ _ - _ V` O ��. - - - Southol Town ♦ Si _ -8_ - �� F inning Board ` ' IM TH 4.6 80, PV _ �O_ _ ___ --�.�� ENGINEERING P.C. TO FENCE_0"t 5 CONC 99. 49 - - _ - - - 3' 113,_p"� COMPOUND RIP RA `®�. - �. �I� `` , v 90 E. HALSEY ROAD, SUITE 104 ♦ ,� 4.7 TO CONCE,gLM .38 __� PARSIPPANY, NJ 07054 ♦ ♦ co POLE 4.4 3.5 _- APPROXIMATE PARKING AREA TO BE z / .'.\ •► f p) CONFIRMED WITH LANDLORD UPON '�` 4.5♦ MON. TOWN APPROVAL OF THE FACILITY---------- ACILITY '� ..................................61.9' CIO - DESIGN. AREA TO BE KEPT OPEN AT ALL �` �• 4'S 4.5 II co � TIMES FOR EMERGENCY PURPOSES z � ' 4• 44 I ... ,� A�OFNQ, I , ' o z 4.6 ♦ ♦ co ftft-ft. I 1111111111111111111SO' 0• LIMITS OF NYSDEC FRESHWATER v v r ► ,� _ ISF i WETLAND 100 FOOT ADJACENT 5 _ AREA AND TOWN OF SOUTHOLD i •�.9.., O,qO WETLAND JURISDICTIONAL AREA E r7 S 0 4.7 4T_p"f 1 p� �1 NEW YOR IC OFESSIONAL TO FENCE COMPOUND ENGINEER-LICENSE NUMBER:095374-1 /86'_oft* I ,TO CON ENT Pp� UO rn ` IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION GRAVEL ' OF A LICENSED PROFESSIONAL ENGINEER a HIGH 1 STORY m N TO ALTER THIS DOCUMENT. z METAL BUILDING/ o \ TF4.56 � "' -H � rn z ® 2 ' DRAWN BY: CHECKED BY: APPROVED BY: #61405 / T- o� w 'o 9.1 a D Z ' 4.4 v- z / c p 4.3 1 JRF JWS JKM 4.3 v I 41 RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER w _; o to Z c' o WETLAND 100 FOOT ADJACENT - z AREA AND TOWN OF SOUTHOLD o ) °- CONSTRUCTION WETLAND JURISDICTIONAL AREA 01 4.0 DOCUMENTS i SUBMITTALS 4.4 W � REV DATE DESCRIPTION _ r _ ' .n ONO e �. .. .., .,, 4.25 - , '� r � '' �` .. FF4. 3 GF4.64 , M W .. .. _- 4.44 PLNT. N o 5 05-10-22 CLIENT COMMEMS N .7 " e N 8 08-01-22 CLIENT COMM�dis •► PLNT. ' d- 7 01/03/23 CLIENT COMMOM KLoj - 4 - _� 4.21 M g 05/17/23 WENT COMMSM 9 05/18/23 CLIENT COMMENTS CONC. , - ' 1 PH. 10 08/31/23 WENT COMMEM 3.78 TF3. _ ! - _ _ - _ _ 92 - - ♦ 4000 11 11/29/23 CLIENT COMMA.M8 12 01/04/23 CLIENT COMMEMS A&E PROJECT NUMBER E.A. 3.65 3. . . 3.51 , APPROXIMATE SITE ACCESS _ S_47°26'27"W 200.00' �� TF3.50 1 � W2 NYNYCO2239A ROUTE TO BE CONFIRMED �3 �1A11 1 DISH WIRELESS PROJECT INFORMATION FRESHWATER WETLAND WITH LANDLORD UPON 4.33 4.26 UTL4.1 r - - - _ _ 3.96 3.98L _ _ _ _4 NYNYCO2239A BOUNDARIES DELINEATED BY VHB TOWN APPROVAL OF THE 61405 MAIN ROAD, ROUTE 25 ENGINEERING, SURVEYING, FACILITY DESIGN. AREA TO BE LANDSCAPE ARCHITECTURE AND KEPT OPEN AT ALL TIMES FOR SOUTHOLD, NY 11971 GEOLOGY, P.C., ON MARCH 22, 2023. EMERGENCY PURPOSES MAIN R u" D ( N .Y. S. RTE . 2 5) 1 � SHEET TITLE OVERALL SITE PLAN _ soma _ ♦� W3 ; `� SHEET NUMBER / 1 =1 60' 30' 0 60' 120' OVERALL SITE PLAN 1"=60' DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-II. 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION. 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280-70 F. ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT FROM ALL JURISDICTIONAL AGENCIES: 2M70 F. 1) WETLANDS,TIDAL AND FRESHWATER. COMPLIES 280-70 F.(2) LAND ABOVE HIGH GROUNDWATER(WITHIN 10 FEET OF THE SURFACE). COMPLIES rm L L C 280-70 F.(3) LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS. COMPLIES IS,36 280-70 F.(4) COASTAL EROSION HAZARD AREAS. COMPLIES 280-70 F.(5) DESIGNATED PARKLAND. COMPLIES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREASURROUNDING IT THAT IS FREE OF 5701 SOUTH SANTA FE DRIVE OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A LITTLETON, CO 80120 RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.ASMALLER FALL ZONE MAY BE 300'FALL ZONE REQUIRED;23'-0"FROM NEAREST ALLOWED IF SUPPORTED BYA REPORT SUBMITTED BYA QUALIFIED STRUCTURAL ENGINEER.THE STRUCTURE ON PROPERTY;STRUCTURAL REPORT 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND PROVIDED AS PART OF APPLICATION SUBMISSION; CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A VARIANCE REQUIRED SMALLER FALL ZONE IS APPROPRIATE AND SAFE.THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. 280-70 I. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE • FOLLOWING RESTRICTIONS: 280-70 I.(1) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M-II MINIMUM LOT SIZE:80,000 SF EXISTING LOT IS 41,346 SF PROPOSED MONOPOLE HEIGHT:150'-0" 280-70 I.(2) MAXIMUM HEIGHT:80 FEET. VARIANCE OR WAIVER REQUIRED — n �! MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS K E C E I Ed E A P R RIOV E D C Y 280-70 I.(3) SHALL BE NO LESS THAN 500 FEET. V-0"TO ADJACENT PROPERTY LINE LJAN / XZIM RLAP�RII'�E; BOARD SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY 0 S 2024 EN13INEERINC3 P.C. 280-70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT Southold Town END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES 9O E. HALSEY ROAD, SUITE 104 TOM! OF SOUTHOLD INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: Planning Board DATE S �I �� SETBACKS.ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS PARSIPPANY, NJ 07054 (REFER TO BULK REQUIREMENTS CHART ON SHEET A- J L 280-70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. 1 B) _. SIGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS,WHICH ARE REQUIRED.SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE 280-70 N.(2) NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS. INSTALLED ON EXTERIOR OF COMPOUND FENCE CONTACT SIGNS SHALL IDENTIFYALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES FEET IN SURFACE AREA. BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH B REQUIREMENTS �O ® n/�_" �' "\ A FINISH SIMILAR STYLE. THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE 'V' 1 ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN NO SHELTERS ARE CURRENTLY )F Nf ji 280-70 N.(3) ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO THIS WILL BE TAKEN INTO �� y THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAYBE PROVIDED FOR SERVICE PROPOSED. Lj '( K VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. h DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS 1 BASE EQUIPMENT LANDSCAPING.A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE _ s OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING c MINIMUM LOT DIMENSIONS PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE AREA 160,000 SO FT * 41,346 SO FT NO CHANGE NON—COMPLIANT** PUBLIC.THE SCREEN SHALL CONSIST OF ADOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF NO LANDSCAPING TO BE PLANTED AROUND COMPOUND SUFFICIENT DENSITYAND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED IV NON-COMPLIANT WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BYTHE APPLICANT FOR THE LIFE OF THE W YORK LI NSED PROFESSIONAL MINIMUM YARDS 35 FEET ±29.4 FEET INSTALLATION. ENGINEER- ENSE NUMBER:095374-1 FRONT 174'f (TOWER) COMPLIES SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING ALL LIGHTS TO BE REFLECTED MINIMUM YARDS PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT DOWNWARDS.BY BLOCKED IT IS A VIOLATION OF LAW FOR ANY PERSON, PROPOSED EVERGREEN S SIDE 25 FEET 40.7 FEET 86't (TOWER) COMPLIES 280-70 N.(5) SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE UNLESS THEY ARE ACTING UNDER THE DIRECTION EAR 25 FEET 61.9 FEET 30 f (TOWER) COMPLIES TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR OF A LICENSED PROFESSIONAL ENGINEER,BOTH SIDES 50 FEET 102.6 FEET 199'f (TOWER) COMPLIES SAFETY LIGHTING. COMPLIES TO ALTER THIS DOCUMENT. STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIV AND THE STANDARDS IN§280-70 HEREIN,ALL MINIMUM YARDS WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN DRAWN BY: CHECKED BY: APPROVED BY: SIDE 25 FEET 40.7 FEET 47't (COMPOUND) COMPLIES 280-72 A. POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE REAR FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR 25 FEET 61.9 FEET 8'f (COMPOUND) NON—COMPLIANT ** CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: JRF JWS JKM BOTH SIDES 50 FEET 102.E FEET 127't (COMPOUND) COMPLIES CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL 8E DESIGNED TO PROVIDE FOR CO-LOCATION BY LANDSCAPE AREA 20% MAX 0% 0% NON—COMPLIANT ** 280-72A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES PROVIDERS,WHEREVER POSSIBLE. REDS REV #• 3 2% NEW SCENIC LANDSCAPES AND VISTAS.ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE MAXIMUM LOT COVERAGE 30� 26.2� OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BYA PLANTED SITE NOT LOCATED IN SCENIC VISTA COMPLIES CONSTRUCTION 28.2� TOTAL BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN ASCENIC zsoa2 a(s) MAXIMUM FENCE HEIGHT 6' 6" N/A 12'-0" NON—COMPLIANT ** VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL COMPLIES NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED DOCUMENTS LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER * — THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION SUBMITTALS SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL MII ZONE REQUIRES 80,000 SQ FT PER USE 280-72A(7) AVIATIO N ADMINISTRATION(FAA).IF A WIRELESS CO MMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY REV DATE DESCRIPTION OTHER THAN ATOWER,THE ANTENNA AND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE ** — VARIANCE REQUIRED OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNA AND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE 5 05-10-22 CUEW COMMEM'S AS POSSIBLE. 8 0"1-22 CLIENT COMMEMS ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR 7 01/03/23 CUM COMMEMS AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR HAS ONE OR MORE $ 05/17/23 CLJEW COMMEM PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROMA RESIDENTIAL ZONE OR USE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE CONSTRUCTED UNLESS 9 05/18/23 CUEW COMM MS 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 10 08/31/23 CU CO EW MMEMS SCREENING BUILDINGS AND/OR TREES.IN THE ABSENCE OF AN ADEQUATE ARRANGEMENT OF EXISTING LARGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 11 11/29/23 CLIENT •MMM OM BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO NO LANDSCAPING TO BE PLANTED AROUND COMPOUND 280-72 A.(9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE 12 01/04/23 CUEWT COMMEMM FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT NON-COMPLIANT OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 A&E PROJECT NUMBER FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURITY OF AT LEAST 10 FEET LESS THAN THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN NYNYCO2239 A THE GAPS IN BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FILLING IN AND MATURING.THE PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC DISH WIRELESS PROJECT INFORMATION SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILITY'S OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION N Y N Y C 0 2 2 3 9 A 280-74 C. 4 ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY 61405 MAIN ROAD, ROUTE 25 280-74 C.(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET T-1) SOUTH 0 LD, NY 11971 A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, N/A 280-74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE ANTENNA,INCLUDING THE PROPOSED TOWERS,LP) 280-74 C. 10) DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: 280-74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674't SHEET TITLE 280-74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 353't BULK REQUIREMENTS 280-74 C.(10)(c) ALL OTHER STRUCTURES 374'+ 280-74 C.(10)(d) ROADS,RIGHTS-OF-WAY,DRIVEWAYS 181't N/A 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP)N/A SHEET NUMBER 280-74 C,(12) PROPOSED MEANS OF ACCESS (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE A-1B 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING (SEE SHEET Art) PROTECTION DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 1 CL- 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. A—� v TM L L C 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 o - .ems PROPOSED FIRE DEPARTMENT z EQUIPMENT CABINET ELEVATED n 00 EQUIPMENT PLATFORM (BY ^� • OTHERS) on o SEE EQUIPMENT PROPOSED MESA - - LAYOUT (SHEET A-3) c CABINET (BY OTHERS) � ,� ��E O v r JAN 0 � 2024 PROPOSED UTILITY H-FRAME Southol Town IM TH PROPOSED 150'-0" CONCEALMENT (BY OTHERS) Planning Board ENGINEERING P.C. TOWER (BY OTHERS) PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 (BY OTHERS) PARSIPPANY, NJ 07054 PROPOSED FIRE DEPARTMENT ICE BRIDGE (BY OTHERS) I % X X X X X X X % X X X % X K X X X = = = X— X X % x ——— —— —— — — x I — x Of NEW y� I I I x x I .„ a RE cKEO PROPOSED 10'X12' DISH NEW YO LICENSED PROFESSIONAL Wireless LLC LLC LEASE ENGINE -LICENSE NUMBER:095374-1 I AREA tTN _. _ `v, y '�A;• it +1, 5%,,./..' :ia� ":S� a"fF.',."`.st,v°°..,i1°<i';.' 'ma's::•.,! i;- v.. ., ,.: ?�. PROPOSED DISH Wireless LLC IT IS A VIOLATION OF LAW FOR ANY PERSON, 12" WIDE ICE BRIDGE UNLESS THEY ARE ACTING UNDER THE DIRECTION (37 -0 PROPOSED VERIZON " ICE BRIDGE LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, WIRELESS ICE BRIDGE I/ I TO ALTER THIS DOCUMENT. (BY OTHERS) ° (1) PROPOSED DISH Wireless LLC HYBRID CABLE ROUTED DRAWN BY: CHECKED BY: APPROVED BY: x ALONG ICE BRIDGE 1-x x� JRF JWS JKM x x RFDS REV #: 3 PROPOSED ACCESS GATE (BY OTHERS) x CONSTRUCTION x x DOCUMENTS x xI PROPOSED VERIZON SUBMITTALS X % X X % X % X X x % X X X K X X X X X X % x x WIRELESS EQUIPMENT PROPOSED FUTURE PLATFORM (BY x REV DATE DESCRIPTION PROPOSED 12'-0" OTHERS) 5 05-10-22 WENT COMMENTS CARRIER AREA (TYP) SEE ANTENNA LAYOUT TALL CHAIN LINK (BY OTHERS) (SHEET A-2) FENCE (TYP) (BY a 0-01-22 CuErtr COMMENTS OTHERS) 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT COMMENTS Z?? 9 05/18/23 CUEM COMMENTS W d g 10 08/31/23 CLIENT COMMENTS O m U C9 11 11/29/23 CLIENT COMMENTS W Z - 12 01/04/23 CLIENT COMMENTS C.) f APPP.OVED BY A&E PROJECT NUMBER �a� oao PLANNING BOARD NYNYCO2239A W TOWN! OF SOUTHOLD DISH WIRELESS PROJECT INFORMATION DATE 1 �5�2t)Z-� NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE COMPOUND PLAN NOTE: DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. ' 0 5p 10' A-1C COMPOUND PLAN s 2 1 3 16 =1 -0 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) TOP EL. @ 164'-10" AGL�_p It Wit"d (6) PROPOSED DISH Wireless LLC ,. LLC PROPOSED FIRE DEPARTMENT DIPLEXERS MOUNTED BELOW PROPOSED ANTENNAS AND EQUIPMENT ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE (BY OTHERS) CONCEALMENT POLE LITTLETON, CO 80120 N4- PROPOSED VERIZON WIRELESS ANTENNAS (BY OTHERS) I PROPOSED DISH Wireless LLC ANTENNA RAD CENTER @ 146'-1" AGL (/�DiQ (YYP 1 PER SECTOR, TOTAL 3) PROPOSED VERIZON WIRELESS PANEL ANTENNAS (TYP) (BY PROPOSED VERIZON WIRELESS ANTENNAS (BY OTHERS) PROPOSED 40"x150'-0" OTHERS) RAD CENTER @ 141'-2" AGL MULTI—SECTION, MULTI-SIDED CONCEALMENT POLE (BY OTHERS) C1 SENOR 1 3 PROPOSED DISH Wireless LLC L.L.C. ANTENNAS R E C E I V E D j RAD CENTER O 132'-0" AGL Al JAN C 8 2024 I o ® Southold Town ENC3INEERINC3 P.C. FUTURE CARRIER ANTENNAS Planning Board RAID CENTER @ 120'-0" AGL �® e 90 E. HALSEY ROAD, SUITE 104 I SEE ANTENNA LAYOUT PARSIPPANY, NJ 07054 I I (SHEET A-2/DETAIL 2) FUTURE CARRIER ANTENNAS PROPOSED 6"0 MAIN PIPE PROPOSED DISH Wireless LLC MOUNT 1 I I RAID CENTER @ 108'-0" AGL MAST (FIELD E VERIFY 0MAST (TYP 1 PER SECTOR. TOTAL 3) iV CONSTRUCTION) (BY B1 -H PROPOSED CANISTER OTHERS) SECTION (TYP) (BY OTHERS) co -01f E D BY - 0 F NE FUTURE CARRIER ANTENNAS 40 PLAK-:II1G MARD c�re��'i K L; y��+ RAD CENTER @ 96'-0" AGL m TOWN OF SOUTHOLD � h PROPOSED 150'-0" DATE CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS n � 4 - G/ I RAD CENTER @ 84'-0" AGL �`'` ""' ff I J, E a EON NEW YORf< LICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 _ I II IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION II OF A LICENSED PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wireless LLC II 12" 6" 0 1' 2' 3' 4' 5' DRAWN BY: CHECKED BY: APPROVED BY: RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT 2 JRF JWS JKM EXISTING CONCEALMENT POLE II 1/2 =10-009 II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES ROUTED UP WITHIN II SECTOR POSITION EXISTING OR MANUFACTURER - MODEL RAD FEED LINE TYPE MANUFACTURER - EXISTING CONCEALMENT POLE PROPOSED NUMBER TECHNOLOGY SIZE (HxW) AZIMUTH CENTER AND LENGTH MODEL NUMBER CONSTRUCTION DOCUMENTS (4) 7/8" COAX ALPHA Al PROPOSED COMMSCOPE - FW-65B-R3 5G 71.90 X 11.81 70' 132$-0" (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS (160' LONG) HPA-33R-BUU-H4 II REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless 5 05-,10-22 CLIENT COMMENTS II LLC HYBRID CABLE ROUTED I I ALONG ICE BRIDGE (4) 7/8" COAX 6 06-01-22 CLIENT COMIM NM II PROPOSED DISH Wireless LLC BETA B1 PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9" X 11.81 190' 132'-0" RET CABLE (SHARED (1) CCI PRODUCTS - 7 01/03/23 CUEW COMMENTS I) 12" WIDE ICE BRIDGE WITH BHA) HPA-33R-BUU-H4 8 05/17/23 CUENr COMMENTS II II (160' LONG) (37'-0" ICE BRIDGE LENGTH) PROPOSED VERIZON II o 08/31/23 CLIENT COMMENrs WIRELESS ICE BRIDGE (TYP) PROPOSED FIRE DEPARTMENT I EQUIPMENT CABINET ON RAISED (4) 7/8" COAX 11 1 1/�/� ��, A� (BY OTHERS) II EQUIPMENT PAD (BY OTHERS) GAMMA C1 PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9" X 11.81 310' 132'-0" RET CABLE (SHARED (1) CCI PRODUCTS - PROPOSED VERIZON II WITH ALPHA) HPA-33R-BUU-H4 12 1 01/04/23 CLJDff COMIAOM WIRELESS EQUIPMENT II PROPOSED UTILITY H-FRAME (160' LONG) & ROJT NUMBER PLATFORM (BY OTHERS) it (BY OTHERS) PROPOSED 12'-0" TALL TOP OF DISH EQUIPMENT NYNYCO2239A CHAIN LINK FENCE (TYP) O 9'-8" AGL DISH WIRELESS PROJECT INFORMATION (BY OTHERS) BOTTOM OF DISH EQUIPMENT PLATFORM RRH SECTOR POSITIONMANUFACTURER - MODEL NOTES N Y N Y C 0 2 2 3 9 A XXNX --- O 3'-0~ AGL NUMBER TECHNOLOGY 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 25 - Al SAMSUNG - RF4451D-70A 5G DETAILS. SOUTHOLD, NY 11971 ALPHA AWS3/AWS4 4T4R 320W 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED Al SAMSUNG - RF445OT-71A 5G CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS SEE EQUIPMENT NOTE: TB 4T4R 280W RU AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. SAMSUNG - RF4451D-70A LAYOUT (SHEET A-3) ALL VERTICAL RUNS OF FEEDLINES SHALL BE BETA B1 AWS3/AWS4 4T4R 320W 5G SHEET TITLE INSTALLED WITHIN THE CONCEALMENT B1 SAMSUNG - RF445OT-71A 5G EQUIPMENT ELEVATION, ANTENNA POLE SHAFT AND ALL ACCESS PORTS SHALL TB 4T4R 280W RU LOCATION QTY LAYOUT AND SCHEDULE SAMSUNG - RF4451 D-70A EXISTING OR MANUFACTURER - MODEL BE SEALED TO PREVENT WILDLIFE ACCESS. C1 AWS3/AWS4 4T4R 320W � PROPOSED NUMBER SIZE (HxWxD) WEIGHT GAMMA SAMSUNG - RF4450T-71A SHEET NUMBER C1 TB 4T4R 280W RU 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 18.98"x14.39"x8.15" 21.82Lbs 20' 10' 0 20' 40' 2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE No SCALE 3 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE PROPOSED CHAINLINK FENCE (BY OTHERS) 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless LLC LLC. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PLASTIC) PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR CLARITY *"' . TM LLC DIPLEXER ON PROPOSED H—FRAME (TYP. OF 4 PER SECTOR, 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE PROPOSED DISH LITTLETON, CO 80120 PROPOSED DISH WIRELESS RRH WIRELESS WORK LIGHT PROPOSED DISH WIRELESS 8'-0" X 10$-0" PROPOSED DISH WIRELESS OVP ON PROPOSED H—FRAME PREFABRICATED ELEVATED EQUIPMENT PLATFORM BOX ON PROPOSED H—FRAME (TYP. OF 2 PER SECTOR. 6 (3'-0" ABOVE GRADE MINIMUM) WITH 42" HIGH TOTAL) (STACKED) PROPOSED DISH HANDRAIL ALL AROUND PLATFORM WIRELESS GPS ANTENNA � (SEE DETAIL 1. SHEET A-7) ®�® ®oo 00019 0® ( ' IV - ® I ®n® o0 00 00 _ I JAN 0 8 2024 °. Southold Town /'ft\ZIM TH I > < l < a Planning Board ENGINEERING P.C. I 90 E. HALSEY ROAD, SUITE 104 o. PARSIPPANY, NJ 07054 I < p . I PROPOSED DISH WIRELESS H—FRAME I (TYP.) (SEE DETAIL 4. I SHEET A-7) PROPOSED DISH WIRELESS ELEVATED EQUIPMENT PLATFORM I ` a�CABINET ON > < �Of NE�y� I PROPOSED DISH WIRELESS _ s` • FMB ON PROPOSED H—FRAME I $ Nk ' I _ ON EW YORK E ED PROFESSIONAL I >> ENGINEER- ICENSE NUMBER:095374-1 I — PROPOSED DISH WIRELESS IT o PPC ON PROPOSED H—FRAME IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. — — DRAWN BY: CHECKED BY: APPROVED BY: I = _ > JRF JWS JKM RFDS REV #: 3 I rr= > CONSTRUCTION Id X PROPOSED DISH WIRELESS ICE BRIDGE DOCUMENTS o ' I •I 1 -0" SUBMITTALS Typ_ . REV DATE DESCRIPTION 5 05-10-22 CLIENT COMM OM PROPOSED CONCRETE PIER 6 08-01-22 CLIENT COMSMEM (TYP.) (SEE DETAIL 2. SHEET A-7) ° a 7 01/03/23 CUENr COM MEMS 8 05/17/23 CUENr COMMENTS . 9 05/18/23 CUENr COIwtmem 10 08/31/23 CLIENT COMlMlEM'S 11 11/29/23 CLIENT CM*A M'S 12 01/04/23 1 CUEW COMMENTS A&E PROJECT NUMBER NYNYCO2239A PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE DETAIL 3. SHEET A-7) APPROVED BY NYNYCO2239A PLANNING ROAM 61405 MAIN ROAD, ROUTE 25 TOWN OF SOUTHOLD SOUTHOLD, NY 11971 PROPOSED DISH WIRELESS 10' X 12' LEASE AREA DATE 1 ZS I'Lt72� SHEET TITLE NOTE: EQUIPMENT PLATFORM AND H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER ELITE PROVIDES GEOTECH. SHEET NUMBER —�i DISH Wireless I.L.C. TEMPLATE VERSION 34 — 06/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES RDIAC-2465-P-240-MTS - D224NRB DELTA ELECTRONICS, INC. ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ESOA600-HCB04 (HEX) ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" • WEIGHT: 80 Ibs ENCLOSURE TYPE NEMA 3R RAINPROOF DIMENSIONS (HxWxD) 75"x32"x32" I� OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G UL LISTED FILE E-2875 WEIGHT (EMPTY) 625 Ibs (approx.) I� YAM L LC ELAH O 003 nn 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 00 3 O O O O Ax 00 00 00 00 00 100 _ 00 00Ll 00 00 O O __jj O O I INAdJT L j RIGHT FRONT �� � u ENGINEERING P.C. �1QE sm FRONT 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPQ DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 EATON METER SOCKET CHARLES CFIT-1PF2020DSH 1 UNRRS213BEUSE FIBER TELCO ENCLOSURE FLEXIBLE RIGID PROPOSED INNER EMT METER SOCKET TYPE RING ICE BRIDGE DUCTS CONDUIT ENCLOSURE DIMS (HxWxD) 20"x20"x9" ENCLOSURE DIM (HxWxD) 16"x12"x6" PROPOSED X" DIA ��,OF NEyy ENCLOSURE WEIGHT 20 Ibs HYBRID CABLE fit, y MAIN AMPERE RATING 200A (OPTION "A'� MOUNTING WALL I1 \—CONDUIT � �v" K %� I I SUPPORT > PLAN I I BRACKET AND BANDING WEIGHT 18 LEIS PROPOSED X" DIA 11 _ COMPLIANCE TYPE 4 HYBRID CABLE 1I 10'-0" O.C. � 1` FRONT (OPTION "B') E I ON 0 OO O NEW YOR ICE ROFESSIONAL • 0 0 0 PROPOSED ENGINEER- LICENSE NUMBER:095374-1 o o CABLE CLAMP o e o ® 3'-0" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, \--EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM O o O ° ° RFDS REV #: 3 O O O O 0 0 0 0 CONSTRUCTION A mow BACK FRONT DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL NO SCALE 5 HYBRID CABLE RUN NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE WB-K110-13 INCLUDED WB—T12-3 TRAPEZE KIT. 5 05-10-22 CLIENT COMMENTS WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS RECEIVED ; 0���� �� ��� WB—LB12-3 SUPPORT BRACKET JAN 0 � 2024 DIMENSIONS (HxL) 160700' L—So�inold___ a 05/17/23 CLIENT COMMENTS Town MF-130 DIRECT BURIAL PIPE FINISH SLOPE Planning Board 9 05/18/23 CLIENT COMMENTS WEIGHT/ VOLUME 325.0 LEIS COLUMN, 13'-4" TO DRAIN 10 O8/31/23 CLIENT COMMENTS CABLE RUN (OTY) 12 11 11/29/23 CLIENT COMMENTS 12 01/04/23 CLIENT COMMENTS SUPPORT BRACKET A—A A—A A&E, PROJECT NUMBER TRAPEZE Krr (WB—LB12-3) NYNYCO2239A (WB T12-3;) 3" DIA SCH 40 PIPE tDj A PROVED By DISH WIRELESS PROJECT INFORMATION PROPOSED 3.5" DIA. SUPPORT BRACKET o SCH 40 PIPE `I PLANNING GOARD NYNYCO2239A (WB—LB12-3) g GALVANIZED M TOWN OF SOUTHOLD 61405 MAIN ROAD, ROUTE 25 ° 18" DIA DRILLED SOUTHOLD, NY 11971 o °°° °°° TRAPEZE KIT PIER FOUNDATION DATE � ZS �7_02 • ° (WB—T12-3) PROPOSED 1'-6" I DIA. CONCRETE ° o PIER (1YP) t.. � H, ° A—A SECTION °°° SHEET TITLE 3.5" DIA GALV SCH 40 PIPE (SPACED 3.5" DIA GALV SCH EQUIPMENT DETAILS - 1 9'_0" MAX) 40 PIPE (SPACED (MF-130) — g•_0" MAX) (MF-130) CONCRETE PIER SHEET NUMBER ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 PCTEL 1.75"0 GPSGL—TMG—SPI-40NCB 1.6000 MINIMUM OF 75% OR �-- DIMENSIONS (DIAxH) MCl/INCH 81x184mm 0 270' IN ANY DIRECTION 3.2 x7.25 WEIGHT W/ACCESSORIES 075 Ibs GPS CONNECTOR N—FEMALE I� FREQUENCY RANGE 1590 t 30MHz BF ',yjN 6F ?¢� Mk i Mj 9 L L C s ��s 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"0 • 0 0 INA N W 0 TH O O o eFi�r�2~�yj CUI2PSM9P8XXX s ENGINEERING P.C. �lQE (8 AWG CONDUCTORS) 90 E. HALSEY CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ o7054 ROAD, SUITE 104 GPS DETAIL No SCALE � GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 2 MINIMUM BEND RADIUSES No SCALE 3 TP, I Ej V E D JAN C 8 2024 OF N£8, Southold Town �����I K f.,,+���,' Planning Bon LINE DETAILS — h 2024-Jan-03 LINE TYPE COAX V ^. Page 1/1 MANUFACTURER TBD EO N SIIm12y—dif2201107-1 a.leS Lurninaire Watts 15 W N YOR CENSED PROFESSIONAL MODEL NUMBER COAX — 7/8 A ENGINEER- LICENSE NUMBER: 095374-1 gas L'cFrrlr,c INC. i Ballast/Driver Factor 1.00 SLIMI2Y/D10 DIAMETER (O.D. IN.) 1.102 Light Loss Factor 1.00 WEIGHT Lbs. PER FT. Single (Poletap,Yolk, Bollard) IT IS A VIOLATION OF LAW FOR ANY PERSON, ( ) 0.302 Total Proration Factor 1.00 UN OSS A LEY EDACTING SNDER HE NIEERTION I QUANTITY 12 A :�1' : '. LUminaire Lumens 2006 ImS TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY: APPROVED BY: 11 ft JRF JWS JKM REDS REV #: 3 CONSTRUCTION DOCUMENTS __. LINE DETAILS NO SCALE � �� �� _-- SUBMITTALS 28 REV DATE DESCRIPTION 1, r ., 5 05-10-22 C" COMMENTS NOTE: PPROCy `�E D 8 06-01-22 WENT COMMENTS 3 I. LIGHT FIXTURE MUST BE DARK SKY COMPLIANT. PLANNING BOARD ` `'�; �i ` � 7 01/03/23 CLIENT Common 8 05/17/23 CLIENT COMMENTS2. LIGHTS MUST BE SHIELDED DOWNWARD, NOT TOWN OF SOUTHOLD ` � ' ` € f y? 9 05/18/23 CLIENT common ILLUMINATING OR GLARING OFFSITE. < _�{ 1 �� n^ ` 4 DATE �i J lJ�'�� I ,?z.`` _ r 10 08/31/23 CLIENT COMMENTS 3. LIGHT WILL BE SWITCH-ENABLED NOT MOTION � ,,,, R k, m 11 11/29/23 CUENr COMMENTS SENSORED. THE SWITCH WILL ALSO HAVE A TIMER TO 0 12 01/04/23 CUENr COMMENTS PREVENT THE LIGHT BEING LEFT ON WHEN NOT NEEDED. - w .M.. A&E PROJECT NUMBER NYNYCO2239A LIGHTING FIXTURE SCHEDULE __-_.- - - - - -- - -- - - - - - -- DISH WIRELESS PROJECT INFORMATION —31 MFG. & CAT. NO. FIX. WATT LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. NYNYCO2239A RAB LIGHTING - SLIM 12Y 12 LED I BRONZE POST MTD. @ 11'-0" A.G.L. 61405 MAIN ROAD, ROUTE 25 Min: 0.05 fc ` ` Avg: 1.0 fc Max: 8.2 fc SOUTHOLD, NY 11971 LIGHTING FIXTURE REQUIREMENTS Max/Avg: 7.9 Avg/Min: 21 :1 Max/Min: 164 CODE SECTION DESCRIPTION REQUIRED PROPOSED SHEET TITLE Version t.3 0 02020-202A Lighting nna"c 9.tne. EQUIPMENT DETAILS — 2 §172-5(B)(I) NUMBER OF FIXTURES - 2 (I PER CARRIER, TO BE USED AS NEEDED) §172-5(C)(1) MAX. ILLUMINANCE .05 FOOTCANDLES AT COMPLIES PER THE LIGHTING LAYOUT RESIDENTIAL PROPERTY LINE PROVIDED BY MANUFACTURER SHEET NUMBER §172-5(C)(3) MAX. TEMPERATURE 3,000 KELVIN MAX 3,000 KELVIN A-5 NOT USED No SCALE 5 WORK LIGHT DETAIL No SCALE 6 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451 D-70A RF4450T-71 A 17771 DIMENSIONS (HxWxD) 2"x5.72"x.25" O O DIMENSIONS (HxWxD) 15"x15"x8.9" DIMENSIONS (HxWxD) 15"x16.5"x11" WEIGHT: 5.5 LBS QTY: 6 WEIGHT 61.3 Ibs WEIGHT 94.6 Ibs SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS PLAN FPS FRONT CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF TO 7" DIA., 1/4" BRACKET ASSEMBLY CONNECTOR CONNECTOR INPUT VOLTAGE INPUT VOLTAGE TM LLC (-36 to 58 VDC) PLAN (-36 to 58 VDC) PLAN EEI TRIAD—AB MOUNT O 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS (HxWxD) 2 x10"x.25" AB PLANWEIGHT: 2 LBS QTY: 6 SPECIFICATIONS: ANTENNA BRACKET, 1/4" HRPO GUSSET ASSEMBLY AB FRONT 0 (� EEI TRIAD—AB O BOLT, HEX NUT, L -- ---Ldir --- L---- -ati—A �,J FIAT WASHER & LOCK WASHER 1\,e. 1M O O EEI TRIAD—FPS 9 " 9 9649-4 ca Wtd1;1Q'a Eq LAW P0� ENGINEERING P.C. BACK � FRONT �K 2m FRONT THREADED FPS/AB FRONT ROD (TYP) FPS/AB PL AN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181 —PF-48 17VV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) DIMENSIIONS (HxWxD) 71.9"x11.8"x7.1" WIDTH 5" DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" OF NEW y TOTAL WEIGHT 43.8 LB ELA! DEPTH 2" WEIGHT 21.82 LBS RF PORTS, CONNECTOR i:WEj 6 x 4.3-10 FEMALE HEIGHT 8 0 ELAH MOUNTING h ' TOTAL WEIGHT 1.5 Ibs BRACKET HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA ° EON 0 RADOME COLOR LIGHT GRAY EW YOR L NSED PROFESSIONAL ENGINEE CENSE NUMBER:095374-1 j CONNECTOR 1 x8—PIN DAISY CHAIN MOUNTINGBRACKET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM MOUNTING 0 PIPE ° RFDS REV #: 3 OR DISH Wireless LLC e e L.L.C. APPROVED CONSTRUCTION fwa sm MONT FRONT DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION CO M M SCO P E 5 05-10-22 CUENT COMMENTS CDX623T—DS—B DIPLEXER - ���D e �1—= WENTI� 7 01/03/23 CUENT COMMENTS DIMENSIONS (HxWxD) 8.8"x4.9"x4.5" J Al �024 � g 05/17/23 WENT COMMENTS o i a #own g o5/t s/23 CUENT COMMENTS WEIGHT 10.14 Ibs ��� q Board 10 08/31/23 CUENT COMMENTS CONNECTOR TYPE 7-116A IN 11 11/29/23 CUENT COMMENTS LE 12 01/04/23 1 CUEW COMMENTS OHO APPROVED SY A&E PROJECT NUMBER Oo0 NYNYCO2239A PLAN PLANNINIG BOARD DISH WIRELESS PROJECT INFORMATION TOWN OF SOUTHOLD NYNYCO2239A DATE 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 0 0 . . . SHEET TITLE BACKFB4 EQUIPMENT DETAILS — 3 �E .dt SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE NO SCALE $ NOT IN USE NO SCALE 9 DISH Wireless LL( TEMPLATE VERSION 34 — 06/11/2021 PROPOSED PREFABRICATED 40» OUTSIDE (TYP) » 38 CTC (TYP) EQ-P0810 B AD _ EQUIPMENT PLATFORM EQL.2 STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT ±1017.8 Ibs RUNG WEL.DMENT QTY 2 MAX LOAD CAPACITY 10,000 Ibs PROPOSED HSS4X4X3/8 COLUMN TOTAL HEIGHT 68 z 1-1/2* 1 '6» TOTAL WEIGHT 47.62 Ibs ^ PROPOSED TYP » z G3 1� TM L L C 10"X10"X3/8» 1 4 NOTES. o = BASEPLATE o — (EQL.2 SHOWN FOR CLARITY PURPOSES) :I 0 0 5701 SOUTH SANTA FE DRIVE GRADE LEVEL — ALL DIMENSIONS SHOW AS "TYP* WILL BE a �- c� LITTLETON, CO 80120 THE SAME FOR ALL LADDER ASSEMBLIES o 0 0 co `O PROPOSED 5/8» A615 ^ g = '0 � LOU j\\\ \j\\\/ \f\\� \\j\ \\j\� ANCHOR BOLT N EMBEDED 1'-6» IN a • PIER (YYP.) PROPOSED 2» (TYP) • • � 4X4X3/8» a ° A : PROPOSED COLUMN N o t co 10»X10»X3/8» - -- -- - - - - - - - » "� j q •• p. BASEPLATE N 1 BAR GRATING '� • . •: v 10 a.�. ,•: PROPOSED PLAIN CONCRETE PIER N iv I-- (4,000 PSI CONCRETE) NOTE: M _ _ •• ' • • PROPOSED I TH vs 10»X10»X3/8- PLATE DESIGN OF PIERS WILL NEED � ENGINEERING P.C. TO BE REVIEWED AFTER FRONT SIX 1'-6" ELITE PROVIDES GEOTECH. �L �� N 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL NO SCALE EQUIPMENT PLATFORM PIER DETAIL NO SCALE 2 STEEL PLATFORM LADDER DETAIL NO SCALE 3 R ECEIVED 0 Z024 NOTES: .° utholdTownnning Board 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. . . •` 8 h � 1 ;95— 2 10 i 7 15 17 NEW YO ICENSED PROFESSIONAL • °o ENGINE - LICENSE NUMBER:095374-1 e ° IT IS A VIOLATION OF LAW FOR ANY PERSON, 6 ® � \ ® . UN OF A L ENSEDAPROFESSNONALTENG NIEER,TION DETA ° \ TO ALTER THIS DOCUMENT. SCCALEALF 1 A ° .\ ALL CORNERS 1:4 / 9 DETAIL E DRAWN BY: CHECKED BY: APPROVED BY: ` • ° 4 1 ° SCALE 1:4 ,° ® 11 ° JRF JWS JKM RFDS REV #: 3 • ° f CONSTRUCTION 5 U 7 f' e f DOCUMENTS 10 f 3 `� SUBMITTALS 13 REV DATE DESCRIPTION i" 5 05-10-22 CLIENT COMMENTS o �\ 6 06-01-22 CLIENT COMMENTS � DETAIL C 6 ° ��` _ 7 01/03/23 CLIENT COMMENTS SCALE 1 :4 APPP.QVED BY 8 05/17/23 G.IENT COMMENTS ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. o � 9 05/18/23 CLIENT COMMENTS 1 GB-031D5 3/8."X 1",GALV BOLT KIT 14 0.05 LBS / PLANNING COARD 10 08/31/23 CUE'NT COMMENTS 2 GB-032D5 3/8"X 2"GALV BOLT KIT 28 0.08 LBS pf 3 GB-052D5 5/8"X 2"GALV BOLT KIT 28 0.26 LBS 11 : . i I o P TOWN OF SOUTHOLD 11 11/29/23 CLIENT COMMENTS d GWF-03 3/8:'GALV FLAT WASHER 14 0.01 LBS DATE 2 � �[.� 12 01/04/23 CLIENT COMMENTS 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS 6 MTC396620 POST, HANDRAIL 14 9.96 LBS 14 - a A&E PROJECT NUMBER 7 MTC3979HRI I HANDRAIL, HORIZONTAL 4 16.60 LBS - = • '-'-: : ' � � y �`�``�' NYNYCO2239A 8 MTC3979HR12 HANDRAIL, HORIZONTAL 2 2 1.1 1 LBS : : = `-:' • , 9 MTC3979HR13 HANDRAIL, HORIZONTAL 2 6.51 LBS DISH WIRELESS PROJECT INFORMATION 10 MTC3979HR14 HANDRAIL, HORIZONTAL 2 5.44 LBS ° re 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16.52 LBS '•: NYNYCO2239A 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83 LBS �--REMOVE UPRIGHT POSTS(MTC396620) 61405 MAIN ROAD ROUTE 25 13 MTC3919HR17 PLATE, HANDRAIL TOEBOARD 1 6.45 LBS BOLT IN 4"X4" TUBE FORM C3983 14 MTC3979HR18 PLATE, HANDRAIL TOEBOARD 1 5.37 LBS USE TS1275 IN PAIRS TO ATTACH SOUTHOLD, NY 11971 15 MTC3979HR19 ANGLE BRKT, HANDRAIL 12 0.32 LBS TOEBOARDS. 16 TS1220 12-24 X 2"SELF DRILLING SCREW 16 0.03 LBS US TS1220 IN PAIRS TO ATTACH 17 TS1275 TEK SCREW #12 X 3/4, WITH NEOPRENE WASHER 48 0.02 LBS HANDRAILS TO 4X4 POSTS. REMOVE UPRIGHT POSTS(MTC396620) SHEET TITLE BOLT IN 4"X4" TUBE FOR CANOPY APPLICATION EQUIPMENT DETAILS - 4 USE TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER -7 EQUIPMENT PLATFORM HANDRAIL DETAIL NO SCALE 4 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. UNDERGROUND UTILITY CONDUIT ROUTE. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. n r h-- T. L L C 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. TH 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES ENC3INEERINC3 P.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 90 E. HALSEY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L LABEL. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. ,OF NE��Y� PROPOSED UNDERGROUND POWER h�� .� K s. CONDUIT (LENGTH: 28'-0"t) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG REC__EI ED " -�_ JAB' 0 8 2024 \` � �3537 Soucrioid Town -- Planning Board eW/ MY cKEON ORK ENSED PROFESSIONAL Fx x x x x x x x x x x x� ENGINEER- CENSE NUMBER:095374-1 b }} 0 IT IS A VIOLATION OF LAW FOR ANY PERSON, i o UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH Wireless LLC TO ALTER THIS DOCUMENT. x UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY: APPROVED BY: x JRF JWS PROPOSED UNDERGROUND FIBER JKM CONDUIT (LENGTH: 18'-0"t) RFDS REV #: 3 �x x a. x CONSTRUCTION x x DOCUMENTS Lx x x x x x x xo x x x x x� SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 CUENT COMMENTS 6 06-01-22 CUENT COMMENTS 7 01/03/23 CLIENT COMMENTS EXISTING PAVED PARKING AREA 8 05/17/23 CUENT COMMENTS 9 05/18/23 CUENT COMMENTS EXISTING 10 08/31/23 CUENT COMMENTS BUILDING 11 11/29/23 CUENT COMMENTS 12 01/04/23 1 CLIENT COMMENTS A&E PROJECT NUMBER NYNYCO2239A APPP.OVED BY I DISH WIRELESS PROJECT INFORMATION PLANNING BOARD ! NYNYCO2239A TOWN OF SOUTHOLD 61405 MAIN ROAD, ROUTE 25 DATE SOUTHOLD, NY 11971 � �ZS Zoe H, -� SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER 12' 8' 4' 0 10' 20' Eml UTILITY ROUTE PLAN 1 ELECTRICAL NOTES NO SCALE 2 3 32"=1'-0" DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. RECEIVED JAN 0 8 2024It I LJ 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING Southold Town DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. Planning Board OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wireless LLC FIBER DISTRIBUTION PANEL .� .. MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES 1 0 0 0 12AWG WIRE ( PROPOSED DISH Wireless LLC NOTE: FIBER PROVIDER � . 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TAIL) L.L.C. PROPOSED FIBER WILL NEED TO PROVIDE AN M , TM LLC STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS CO FIBER ENCLOSURE PROPOSED DISH Wireless LLC NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, REQUIRED TO MEET NEC STANDARDS. L.L.C. UNI IN TMEOLE ENTW TME NUTS' 5701 SOUTH SANTA FE DRIVE 3. LOCATION + BRACKET SPACING DOESN'T LITTLETON, CO 80120 EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISH Wireless LINE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC L.L.C. UNI SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC L.L.C. 1-1/4- FLEX CONDUITS VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE WILL NEED TO BE POWER TO FIBER PROVIDER NID FIBER PROVIDER TO PUNCH TOP OF 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. TERMINATED BY FIBER TELCO BOX OF NID ENCLOSURE ANDPROPOSED DISH PROVIDER ON OTHER SIDE OF PROPOSED DISH Wireless LLC INSTALL 1-1/4- LIQUID TIGHT Wireless LLC L.L.C. BULKHEAD/LC TO LC L.L.C. 12 AWG WIRE (6' CONNECTORS, UL LISTED, NYLON 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT MATERIAL, WITH 0—RING GASKET BREAKER � � IS TERMINATED. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. < FIBER PROVIDER TO INSTALL AL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IN IN PROPOSED DISH Wireless LLC 1-1/4" FLEX CONDUITS BETWEEN v I M PROPOSED FIBER PROVIDER L.L.C. FDP TELCO BOX do NID TH 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLC 0 0 FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC ENGINEERING P.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. L.L.C. OF WAY TO STREET, PROPOSED DISH Wireless LLC L.L.C. ENRffiSH Wireless LLC TERMINATED TO FDP L.L.C. � S �IS fireless LLC 90 E. HALSEY ROAD, SUITE 104 9. INSTALL AN! EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wireless LLC 2 AWG WIRE L.L.C. PAHALSE NY, NJ SUITE THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL 1-1/2" POWER FROM CABINET L.L.C. T 1-1/2" FIBER TO CABINET 07054 DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. DISH Wireless LLC L.L.C. 1-1/2" FIBER TO CABINETIN INSTALLS 1-1/2" CONDUITS PROPOSED DISH Wireless LLC PROPOSED DISH Wireless LLC p PROPOSED DISH Wireless LLC 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL FOR POWER AND FIBER L.L.C. 2" CONDUIT FROM L.L.C. L.L.C. 2" CONDUIT FROM CABINET COMMERCIAL FIBER VAULT 1-1/2" POWER FROM CABINET COMMERCIAL FIBER VAULT 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. -��()F NEPI,r, �r y K ELECTRICAL NOTES No SCALE DARK TELCO BOX — INTERIOR WIRING LAYOUT No SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT OPTIONAL No SCALE ' REM cKEON NEW YOR ICENSED PROFESSIONAL PROPOSED 5 SINGLE ENGINEER'-LICENSE NUMBER:095374-1 MOUNTED METER SOCKETS ON EXISTING H—FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON, WITH 1 EMPTY METER UNLESS THEY ARE ACTING UNDER THE DIRECTION SPACES (BY OTHERS) PROPOSED DISH Wireless OF A LICENSED PROFESSIONAL ENGINEER, LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: APPROVED BY: CABINET POWER SECTION JRF JWS JKM M M M M M 200/3 REDS REV #: 3 2 NEUTRAL CONSTRUCTION GROUN '� PROPOSED DISH PROPOSED ED DOCUMENTS Wireless LLC 200A, Wireless 120/208V, 10 3W LLC SUBMITTALS AC CABINET TELCO PROPOSED CABINET MESA CABINET REV DATE DESCRIPTION (BY OTHERS) • 5 05-10-22 CLIENT COMMENTS SEE TRENCHING NOTE 1 2" RGS 6 06-01-22 CLIENT COMMENTS TRENCHING NOTES BACKFlLL PER SITE 7 01/03/23 CLIENT cOMMDrts WORK SPECIFICATIONS I. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) ;u s 05/17/23 CLIENT COMMENTS TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL33 9 05/18/23 CLIENT COMMENTS CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE 10 08/31/23 CLIENT COMMENTS OR SODDING GRASS AREAS, OR WITH LOCAL. REGULATIONS PWR PWR PWR PWR PWR pWZ p 11 11/29/23 CLIENT COMMENTS REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 pyyR PWR PWR AREAS TO rrb- ORIGINAL CROSS 6" WIDE WARNING TAPE p PWR PWR 12 01/04/23 CLIENT COMMENTS SECTION. /�/ / � FBR FBR FBR FBR FBR A&E PROJECT NUMBER 2. TRENCHING SAFETY; INCLUDING, o ��� 30 NYNYCO2239A BUT NOT 1.141TED TO SOIL // /�/ m i PVC SCH. 40 CONDUIT FOR FIBER CADWELD DISH WIRE LESS PROJECT INFORMATION CLASSIFICATION, SLOPING, AND 3 (CM TO CONFIRM) NOTE: SHORING, SHALL BE GOVERNED c / /�� LIzz N Y N Y C 0 2 2 3 9 A BY THE CURRENT OSHA =a ,••• .• o RISER DIAGRAM IS FOR REFS TRENCHING AND EXCAVATION o z \ = N ONLY. WIRE SIZES AND FINAL REFERENCE 61405 MAIN ROAD, ROUTE 25 w w o \/ �•:�� •�.. ;• /� o� PVC SCH. 40 CONDUIT SOUTHOLD, NY 11971 SAFETY STANDARDS. �Z I �j :•_:�.:.;:•. :: . � M� COMPLETIONOOFTUTILITY CONSULT.EAFTER APp��aVED BY 3. ALL CONDUITS SHALL BE w / . :.. .':� , GROUND ROD PLANNING EOARD INSTALLED IN COMPLIANCE WITH � N THE CURRENT NATIONAL /� �. TOWN OF SOUTHOLD SHEET UTILITY WARNING TAPE ELECTRIC CODE (NEC) OR AS PVC SCH. 40 coNDurr DATE � 25 I��� ELECTRICAL LTLE DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS ,, ,,,,, H, /Z."4 AND RISER DIAGRAM THE MOST STRINGENT. SHEET NUMBER TYPICAL UNDERGROUND TRENCH DETAIL No SCALE 4 ELECTRICAL RISER DIAGRAM No SCALE 5 E=2 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 TO UTILITY COMPANY BACKUP GENERATOR NOTES 120/240V 10 SERVICE CAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA NETWORK CABINET DELTA ELITE-X DC PLANT 120/24OV, 1 PH, SERVICE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80X PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UTILITY SERVICE N3R, 65K/10K AIC SERIES DATED. WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75-C) ENTRANCE 120/240 VAC MAIN BREAKER WITH 12 FOR 20A OCPD WIRE DERATING: 0.8 x 25A = 20.OA 1 PH 2O0A 200A INTERLOCKED GENERATOR (2) PROPOSED #8 FOR 40A OCPD WIRE DERATING: 0.8 x 50A - 40.OA N 65K C FEED, 200A 1OK AIC 1.0" EMT CONDUIT (3) 3/0 WITH f6 GROUND lO SURGE SUPPRESSION CONDUIT SIZING: AT 4OX FILL PER NEC CHAPTER 9, TABLE 4. ARTICLE 358. IN 3" SCH 40 CONDUIT DEVICE 140KA MOV 1.0" CONDUIT - .3460 SQ. IN AREA WfME MT. LLC NEW 200A. 120/240V, 1 f3W. 01 ::�O4 3.0" CONDUIT - 3.538 SQ. IN AREA NEMA 3R. UTILITY COMPANY M GFCI 15A �PROPOSED 2 8, 1 8 SHARED GND. FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE APPROVED METER ENCLOSURE. 03 LITTLETON, CO 80120 15A 05 06 (2 CONDUIT): USING THWN-2. CU. PROPOSED 2 8 RECTIFIER CONDUCTORS SPACE 07 08 40A FOR RECTIFIER 2 f 8 - 0.0366 SQ. IN X 4 - 0.1464 SQ. IN (3) 3/0 WITH f6 GROUND O SPACE 09 10 8 - 0.0366 SQ. 1N X 1 = 0.0366 SQ. IN <GROUND IN 3 SCH 40 CONDUIT SPACE 40APROPOSED 2 8, 1 8 SHARED GND. FOR RECTIFIER 2-wr TOTAL = 0.1830 SQ. IN 11 12 SPACE 13 14 RECTIFIER do GFCI CONDUCTORS NEW 24OV, 200A, 200AF. 2P, NEMA 3R. SERVICE SPACE 15 16SPACE RATED DISCONNECT SWITCH. 12 - 0.0133 SQ. IN X 2 = 0.0266 SQ. IN SCCR 100kA SPACE SPACE 8 - 0.0366 SQ. IN X 2 = 0.0732 SQ. IN 200 17 18 8 - 0.0366 SO. IN X 1 - 0.0366 SQ. IN <GROUND SPACE 19 20SPACE TOTAL = 0.1364 SQ. IN / X�71M 21 22 TH SPACE SPACE ENGINEERING P.C. SPACE 23 24SPACE 1.0" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. 90 E. HALSEY ROAD, SUITE 104 SPACE SPACE PARSIPPANY, NJ 07054 PROPOSED 2f12 FOR CONVENIENCE OUTLET ppC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. f4 CU (GROUNDING O (3) 3/0 WITH f6 GROUND 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN ELECTRODE CONDUCTOR) IN 3" SCH 40 CONDUIT SERVICE/FEEDER CONDUCTOR LENGTH TABLE f6 - 0.0507 SO. IN X 1 = 0.0507 SQ. IN <GROUND (BASED ON INDUSTRY STANDARD 3X VOLTAGE DROP AND 5X NEC ALLOWABLE LIMIT) TOTAL 0.8544 SQ. IN CONDUCTOR SIZES DESIGN LOADS 250 kcmil AL 300 kcmil AL 3/0 CU 4/0 CU 250 kcmil CU 300 kcmil CU 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES. DISH en LLG. IMIMMUM INCLUDING GROUND WIRE, AS INDICATED ABOVE. OF NEPI (NEC ARTME 220& 2330 CONTINUOUS I= (I WA) 130' 155' 145' 180' 215' 255' �,�r���4 K I. yC� 3X VOLTAGE DROP 1 PPC FEED CONDUCTORS (1 CONDUIT): USING THWN. AL (�,I00��°UOUS � &1 2330) 220' 260' 240' 300, 360' 425' 250kcmil AL - 0.3970 SQ. IN X 3 = 1.191 SQ. IN 5X VOLTAM DROP) #4 AL - 0.0824 SQ. IN X 1 = 0.0824 SQ.IN <GROUND Lo NOTES: 2 MCM/KCMIL AL + f2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 CU + f6 CU GRD SERVICE CONDUCTOR FROM THE TOTAL = 1.2734 SQ. IN DISH Wireless L.L.C. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO LIMIT VOLTAGE 3.0" SCH 40 PVC CONDUIT (S ADEQUATE TO HANDLE THE TOTAL OF 4 WIRES, F� �\a DROP TO 3X. INCLUDING GROUND WIRE, AS INDICATED ABOVE. ( ) E EON 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 75'C. NEW Y ICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI CORROSION ENGIN -LICENSE NUMBER:095374-1 NOTCONDUCTIVE LUBRICANT ON CONNECTIONS RA CH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, 60OV, 4. PPC MAIN DISCONNECT CIRCUIT BREAKERS ACCEPT #4 - 300KCMIL AL OR CU CONDUCTORS. AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY 5. VOLTAGE DROP FOR SINGLE METER ENCLOSURE FED FROM TRANSFORMER WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE IT IS A VIOLATION OF LAW FOR ANY PERSON, SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. TRANSFORMER TO PPC. (SERVICE AND FEEDER CONDUCTOR LENGTH) UNLESS THEY ARE ACTING UNDER THE DIRECTION 6. VOLTAGE DROP FOR MULTI-METER ENCLOSURE IS CALCULATED FROM THE METER TO PPC. (FEEDER CONDUCTOR LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, BREAKERS REQUIRED: 7. VOLTAGE DROP CALCULATIONS ARE BASED ON A POWER FACTOR OF 1, A LINE TO GROUND VOLTAGE PER CONDUCTOR OF 12OV, NO TO ALTER THIS DOCUMENT. (3) 40A, 2P BREAKER - SQUARE D P/N:Q0240 CORRECTION CONDUCTORS FACTOR SINGLE AMBIENT OR RACEWAPERATUREY A POWER FACF'TOR FACTOR FOUR MORE OR VOLTAGE LESS CURRENT-CARRYING 120 WILL RESULT IN RECEIVED (2) 15A, 1 P BREAKER - SQUARE D P/N:Q0115 SHORTER DISTANCES THAN SHOWN IN TABLE. (--- W Y: CHECKED BY: APPROVED BY: JAN 0 8 2024 JRF JWS JKM Southold Town Planning Board RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE DOCUMENTS SUBMITTALS PANEL NAME LOCATION VOLTAGE:240/120 10 MOUNTING/ENCLOSURE:SURFACE/NEMA 3R MAIN C/B:200 AMPS AVAIL. FAULT CURRENT: REV DATE DESCRIPTION DELTA EQUIPMENT PLATFORM BUS RATING:200 AMPS SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED 5 05-10-22 CLIENT COMMENTS AMPS POLES WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT POPS AMPS 6 06-01-22 CLIENT COMMENTS 15/1 2#12,1 #12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER EQ SEE ONE LINE 40/2 7 01/03/23 CUET COMMENTS 15/1 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1.50 EQ $ 05/17/23 CLIENT COMMENTS SPACE 5 1.50 6 1.50 RECTIFIER EQ SEE ONE LINE 40/2 SPACE 7 1.50 8 1.50 EQ g 05 18 23 CLIENT COMMENTS SPACE 9 1.50 10 1.50 RECTIFIER EQ SEE ONE LINE 40/2 10 08/31/23 CLIENT COMMENTS SPACE 11 1.50 12 1.50 EQ SPACE 13 14 SPACE 11 11/29/23 CLIENT COMMENTS SPACE 15 16 SPACE 12 01/04/23 1 CUENT COMMENTS SPACE 17 18 SPACE SPACE 19 20 SPACE A&E PROJECT NUMBER SPACE 21 22 SPACE NYNYCO2239A SPACE 23 24 SPACE PHASED LOAD 4.7 4.7 KVA DISH WIRELESS PROJECT INFORMATION TOTAL CONNECTED LOAD 9.4 kVA 39 A TOTAL DEMAND LOAD 9.4 kVA 39 A NYNYCO2239A LOAD DESCRIPTION CONN. LOAD DEMAND DESIGN LOAD TYPE KVA AMPS FACTOR KVA AMPS 61405 MAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 SOUTHOLD, NY 11971 R RECEPTACLE 0.4 1.5 NEC 0.4 1.5 M MOTOR 0.0 0.0 NEC 0.0 0.0 H HEATING 0.0 0.0 1.00 0.0 0.0 gpPR �� ,OVED AC HVAC 0.0 0.0 1.00 0.0 0.0 PLANNING BOARD EQ EQUIPMENT 9.0 37.5 1.00 9.0 37.5 SHEET TITLE E EXISTING 1 0.0 1 0.0 1 1.25 1 0.0 0.0 TOWN OF SOUTHOLD ELECTRICAL ONE-LINE, FAULT *ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS DATECALCS & PANEL SCHEDULE � ZS �� SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 s PROPOSED ® EXOTHERMIC CONNECTION ®T IN ELGTRION SLEEVE WITH OUND ROD F—BUSS BAR In TEST WELL INSULATORS MECHANICAL CONNECTION —————— f6 AWG STRANDED do INSULATED To '., GROUND BUS BAR PROPOSED 4"x12»x1/4» TINNED — — #2 AWG SOLID COPPER TINNED p, I COPPER GROUND BUSSBAR O GROUND ROD A BUSS BAR INSULATOR f" TM LLC BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED ® ° GROUNDING ELECTRODE --- ( \ 5701 SOUTH SANTA FE DRIVE :iSTEM (TYP. 4) GROUNDING LEGEND LITTLETON, co 80120 � ' BOND H-FRAME POST TO ® PROPOSED TOWER GROUND RING UNI-STRUT (TYP.) I (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE — --ifs-------- SUPPORT POSTS TO \ 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND(s) - -- ` COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING (TYP ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. PROPOSED TOWER \\ (BY OTHERS) 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. 112 AWG BURIED GROUND / RING 30» BELOW GRADE— I M NT H f2 TINNED SOLID IN 1/2» I T I o p ° p� ° GROUNDING KEY NOTES ENGINEERING P.C. MIN. LIQUID TIGHT CONDUIT I FROM 24» BELOW GRADE ® ° ° 90 E. HALSEY ROAD SUITE 104 TO WITHIN 3 TO 6 OF I , 4 °p . , EXTERIOR GROUND RING: 12 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW PAHALSEY , D, SUITE CAD-WELD TERMINATION ° O GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL 07054 POINT. EXPOSED END OF p o / OR FOOTING. THE LIQUID TIGHT CONDUIT I ------1 7: 1. . MUST BE SEALED WITH �R. �---® p ° TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK. (TYP) m �� — —_ —_ —_ ° p / AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE O BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE / BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND �F NE OWITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH 6 AWG STRANDED GREEN ��- W INSULATED CONDUCTOR. '� K 1; r� BOND EQUIPMENT AS TE 0 DOCTOR. *�, ��rr� REQUIRED BY MANUFACTURER BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE y �p PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE S` PROPOSED EQUIPMENT GROUND RING TO BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND RE O ORODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. r NEW Y LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGIN -LICENSE NUMBER:095374-1 OF FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, OINSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. 0 PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO J2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY: APPROVED BY: PROPOSED ffiERIOR_CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND JRF JWS JKM BULKHEAD (TYP) I H TO GROUND RING WITH A f2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND O INSPECTION SLEEVE. RFDS REV #: 3 EXISTING MAST PROPOSED TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ANTENNA (TYP) Ik I O FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ROUND MEMBER ] J IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. ADAPTER PROPOSED ; I O DOCUMENTS -TM CANISTER I INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OOF THE INTERIOR GROUND RING REQUIRE A 16 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS 3/8 HEX OR I J I INTERIOR GROUND RING. REV DATE DESCRIPTION EXISTING MAST FIWSTER BOLT I g I • METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 510-22 CLIENT COMMENTS LOCK WASHER i BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A 2 AWG SOLID ; L TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 8 06-01-22 CLIENT COMMENTS » » I I O GA POST D OPENINGS.6 x2 GROUND FLAT WASHER 1 GATE AN ACROSS GATE 0 ENGG . BUS BAR �y � 01/03/23 cuart' coI��ENTs EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 8 /��/ CUM COMMENTS I M 6»x2» GROUND O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE 9 05/18/23 CUENT COMMENTS BUS BAR EXISTING MAST \\\\\\\\\\\\\\\1\\@\\\\\\\\\\\\\\\\11\ ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE 10 08/31/23 CUENT COMMENTS OTINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 11 11/29/23 cUENr COMMENTS ROUND MEMBER 10 GROUND RING. 12 01/04/23 CUENT COMMENTS ADAPTER STAINLESS STEEL I I DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER HOSE CLAMP j?2 AWG STRANDED OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND STAINLESS STEEL 6»x2» GROUND BUS BAR ( ( COPPER GREEN INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE N Y N Y C 0 2 2 3 9 A HOSE CLAMP (TOTAL OF 1) INSULATED (TYP) G CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND DISH WIRELESS PROJECT INFORMATION CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR N Y N Y C 0 2 2 3 9 A OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD ROUTE 25 REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. ' SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING APPROVED CY ELEVATION PLANNING BOARD RECEIVED TOWNS OF SOUTHOLD SHEET TITLE BAN o 8 2024 GROUNDING PLANS DATE . ) IZS o�D� 'Southold Town AND NOTES Planning Board �-� SHEET NUMBER Gml TYPICAL ANTENNA GROUNDING DETAIL No SCALE 2 GROUNDING KEY NOTES No SCALE 3 DISH Wireless I.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING hI REQUIRED WHEN p PROPOSED GPS UNIT ANTENNA IS LESS THAN 10' FROM CABINET r-- ---------------------- -----------------------� PROPOSED GPS UNIT ` i I Tt-7'LJ GlWoST. LLC ° ° ° PROPOSED PIPE COLUMN PROPOSED POST 2 AWG GROUND CONDUCTOR TO GROUND 1 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 I PROPOSED GPS UNIT I MOUNT OR APPROVED I PROPOSED PIPE CLAMPS S j I EQUIVALENT PROPOSED DISH I Wireless LLC e� LLC. POWER I i 0 p + PROTECTIVE I ° i CABINET i I RESERVED SPACE FIBER NID, IF REQUIRED RECEIVED--------- 10) 10L � FI-A or- IM TH i b 1/2 COAX CABLE 8 southold Town I P MINIMUM BENDING RADIUS Planning Board ENGINEERING P.C. ` PER CABLE MANUFACTURER'S ————————— SPECIFICATIONS TO GROUND 90 E. HALSEY ROAD, SUITE 104 L4 ( �------------ 1 -- I �� PROPOSED Ili PARSIPPANY, NJ 07054 NO SCALE 00DISC fireless j';� I � TYPICAL GPS UNIT GROUNDING NO SCALE 2 I i1 I �l I I I r SAFETY SWITCH. INSTALL� ICI i i l l I I REQUIRED I BY CAL UTILIITY '� , iiL00 ANY III III PROPOSED TELCOT-V, / III ; FIBER ENCLOSURE I L----�'-----j pF NEW �---- ---- ; I /kv -4 �� r^ I Li i nI y O C PROPOSED #2 AWG TIE > i I INTO GROUND RING (1'YP) 4 �� RE c EON � � I I I I �� PROPOSED PLATFORM NEW YO ICENSED PROFESSIONAL 2 TINNED SOUD IN 1/2" MIN. LIQUID ° o oGROUND MgO / o o ° �� ENGIN - LICENSE NUMBER:095374-1 TIGHT CONDUIT FROM 24" BELOW GRADE i BUSS 00 ri OO bo � TO WITHIN 3" TO 6" OF CAD—WELD � ° o o BAR O O O O O o o ° 0 1 R IS A VIOLATION OF LAW FOR ANY PERSON, TERMINATION (POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE ( RECTION I I j UN OFSA LICENSED HEY APROFESS PROFCTING UNDER ESSIONAL EHE NGINEER, BOND EQUIPMENT SEALED WITH SIUCONE CAULK. (TYP) 1 1 GROUND BAR TO ; LI —I � � � TO ALTER THIS DOCUMENT. 1 1 GROUNDING ELECTRODE rL— �) �� I I I 1 PROPOSED GROUND RING DRAWN BY: CHECKED BY: APPROVED BY: SYSTEM00 I I 00 JRF JWS JKM BASE CONNECTION RFDS REV #: 3 PROPOSED - - - - - - - - - - - - - - - GROUND RING 2 GROUN CONSTRUCTION DOCUMENTS H-FRAME GROUNDING DETAIL No SCALE OUTDOOR CABINET GROUNDING No SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12" DIA x 24' DEEP 5 05-10-22 CUENT COMMENTS J2 TINNED SOLID IN 1/2" MIN. LIQUID INSPECTION SLEEVE PVC OR SOIL PIPE WITH CAP a 06-01-72 CIIJENT' COMMENTS TIGHT CONDUIT FROM 24" BELOW GRADE PIPE OR EQUIVALENT " 7 01/03/23 CUENr COMMENTS TO WITHIN 3 TO 6 OF CAD—WELD = 1 —0 8 �5/i7/23 CLIENT COMMENTS POINT. EXPOSED END OF a THE LIQUID TIGHT CONDUIT MUST BE i� FINISHED GRADE 9 05/18/23 CUENr COMMENTS SEALED WITH SILICONE CAULK. o o ❑. o ❑. 6-0. ❑. ❑ o ❑. ❑ ❑. ❑ o INCLUDE PER NISPECIFICATIONS to 0e/31/23 cuarr cxI €Nrs o . '. . o .o. . o. .o . . o 0 0. o .o. . o. .o .o o. -o .❑ . .� 1,0. 0.' 0 .09.' p.'.❑ .❑0. b---0 O ❑'0. p.--o .9. p ❑ .❑'9. p.'.O. GRADE o . ' o. o . .o . .o . .o o . .o . o. .o . .❑ . o o - /\/\/\/\/\/\ t t t/29/23 cuENr coMxrs m = \ \ / /\\/\\/\\/ \ � 12 01/04/23 cuENr COMMENTS MOO"- \//\\//\\//\\//\\ \//\\//\\//\\/���� ExoTHERMic coNNECTioN o NYNYCO2239A 3 \//\//\//\ ' ' \//\//\/// °DzU) DISH WIRELESS PROJECT INFORMATION 3/4" CRUSHED STONE OR to EQUAL EQUAL FILL TEST WELL TO I OEM NYNYCO2239A WITHIN 2 OF TOP OF E o 61405 MAIN ROAD, ROUTE 25 GROUNDING LOOP CONDUCTOR /• M GROUND RING, #2 AWG\� SOLID BARE TINNED SOUTHOLD, NY 11971/ 3 CADWEL MP) I GROUND RING COPPER CONDUCTOR APPROVED rY J2 AWG SOUD TINNED PLANNING BOARD SHEET TITLE TIE INTO EXISTING COPPER CONDUCTOR GROUND RING � EXTERIOR GROUND RING TOWN OF SOUTh40LDGROUNDING DETAILS GROUND ROD, 1/2" MIN. x 8'-0" / DATE LONG COPPER CLAD STEEL (ERICO f625880) w � SHEET NUMBER GI 1 ®2 TRANSITIONING GROUND DETAIL No SCALE TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE No SCALE 5 TYPICAL GROUND RING TRENCH No SCALE 6 DISH Wireless LLC. TEMPLATE VERSION 34 — 06/11/2021 1. EXOTHERMIC WELD 2 TWO 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TWO, GROUND RING AND PROVIDE PARALLEL EXOTHERMIC a NOTE. MINIMUM OF 3 THREADS S/S BOLT (TYP)WELD. TO BE VISIBLE (TYP) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. 12' MIN S/S SPLIT WASHER (TYP) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. N S/S FLAT WASHER (TYP) HYBRID CABLE N1 reumlws- LLC 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH LITTLETON CO, CO FE DRIVE GOWN TO GROUNDING BUS. -s� LUG (TYP) 80120 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON S/S FLAT WASHER (TYP) THE BACK SIDE. WEATHERPROOFING KIT TIN COATED SOLID (SEE NOTE 3) COPPER BUS BAR S/S NUT (7YP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CABLE GROUNDING KIT::: CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. IVED CONDUCTOR WITHD�THWN COPPER `�—_ 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8 OF THE BARREL (NO SHINERS). INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 & 2) JAN C 8 2024 Southold Town AIL Planning Board , ENt31NEERING P.C. 90 E. HALSEY ROAD, SUITE 104 TYPICAL GROUNDING NOTES NO SCALE CONNECTION OF HYBRID CABLE GROUNDING KIT NO SCALE 2 LUG DETAIL NO SCALE 3 PARSIPPANY, NJ 07054 TO HYBRID TRUNK MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO—HOLE SHRINK W BUTT UP AGAINST THE ALL INTERIOR TWO—HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS �OF NEW 3/8" DIA x 1 1/2" 3/8" DIA x 1 1/2" K 6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND GREEN, 60OV, THWN Y . . . . . . BAR LOCATED AT MCL INSULATION (OR AS PROVIDED : S : e (BONDED TO TOWER STEEL) S/S NUT S/S NUT WITH GROUND KIT) (TYP) S/S LOCK05 S/S LOCK WASHER WASHER R f EON I --- ------- --- ------- _j NEW $/$ FLAT JJ���I'1J $/$ FLAT JJ 11J EN GIN - LICENSEENUMBERS09O5374L1 PROPOSED HYBRID TO WASHER WASHER ANTENNA (TYP) ------- --- ------- TINNED COPPER TINNED COPPER IT IS A VIOLATION OF LAW FOR ANY PERSON, S/S FLAT S/S FLAT GROUNDING BAR ——— ——————— GROUNDING BAR ——— ——————— UNLESS THEY ARE ACTING UNDER THE DIRECTION � OF A LICENSED PROFESSIONAL ENGINEER, WASHER � WASHER J TO ALTER THIS DOCUMENT. EXISTING MONOPOLE --- ------- --- ------- DRAWN BY: CHECKED BY: APPROVED BY: S/S BOLT S/S BOLT I (1 OF 2) '11 (1 OF 2) JRF JWS JKM 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING RFDS REV #: 3 f6 AWG 2 HOLE LUG (TYP) CONSTRUCTION HYBRID (TYP FOR) DOCUMENTS TO BTS TRAY ORECEPBRIDGMENT E� TYPICAL INTERIOR TWO HOLE LUG NO SCALE 5 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 6 SUBMITTALS I REV DATE DESCRIPTION EXISTING GROUND WIRE 5 05-10-22 CUENT COMMEM 6 06-01-22 CLIENT COMMENTS EXISTING TOWER PIER/ 7 01/03/23 CLIENT COMMENTS FOOTING 8 05/17/23 CLIENT COMMENTS GRADE 9 05/18/23 CLIENT COMMENTS 10 08/31/23 CLIENT COMMENTS INSPECTION 11 1 11/29/23 CLIENr COMM€NM WELL ' 12 1 01/04/23 CUENr COMMENTS EXISTING A&E PROJECT NUMBER GROUND RING NYNYCO2239A DISH WIRELESS PROJECT INFORMATION I APPP.0I�ED BY NYNYCO2239A C 61405 MAIN ROAD ROUTE 25 PLANNING BOARD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD NOTES: DATE 2G 'f SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS. ALL MECHANICAL GROUNDING DETAILS CONN9,nONS SHALL BE TREATED WITH AN ANTI—OXIDANT COATING. - 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED SHEET NUMBER EDITION OF ANSI/TIA 222 AND NFPA 780. G-3 TYPICAL ANTENNA CABLE GROUNDING NO SCALE 4 NOT USED NO SCALE $ NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 LOW BANDS (N71+N26) AWS HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING OPTIONAL — (N29) (N66+N7o+H—BLOCK) ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH LO'vV—BAND RRH PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4( 0 MHz N71 BA ) + PORT 1 PORT 2 PORT 3 PORT 4 (85850 MHz N26 BAND) + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT ++ r �► T. LLC (700 MHz N29 BAND) — OPTIONAL PER MARKET x• ` . . :. ADD FREQUENCY COLOR TO SECTOR BAND RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SAN (3 GHz) ON ANT/RRH TA FIE DRIVE (CBRS WILL USE YELLOW BAND) � � �.. LITTLETON, CO 80120 ORANGE ORANGE RED RED ORANGE ORANGE BLUE• BLUE ORANGE ORANGE GREEN VG YELLOW WHITE 777 — PORTORANGE ORANGE _ PO ORANGE ORANGE , . . . — HPOR ORANGE _ PT.R — T.0 ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID—BAND RRH R (AWS BANDS N66+N70) RED RED RED RED BLUE m BLUE BLUE BLUE GREEN GREEN GREEN GREEN RED BLUE GREEN '71MUTH ADD FREQUENCY COLOR TO SECTOR BAND . x (CBRS WILL USE YELLOW BANDS) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN -777777 71-17 W 90 E. HALSEY ROAD, SUITE 104 '. I`t u„ : . _ . PARSIPPANY, NJ 07054 PO PURPLE PURPLE _ PURPLE PURPLE _ Pr PURPLE` PURPLE r, �_ COLOR IDENTIFIER 2 PO — PORT — PO . 4 x.�, HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER RECE-1V COAX#1 COAX #2 �_--- — --- INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) JAN 0 � 202�+ OF NfN ALONG WITH FREQUENCY BANDS. �— � ✓ Southold Town EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS Planning Board ALL SECTORS, BOTH LOW—BANDS AND RED RED RED RED * . MID—BANDS. BLUE BLUE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN RED Y . CBRS ONLY, ALL SECTORS. 4 EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW RE S NP EON MOUNTED RRHs. PURPLE NEW YO ICENSED PROFESSIONAL ENGINE - LICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LOW—BAND HHR FIBER CABLES HAVE SECTOR � "` TO ALTER THIS DOCUMENT. STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH RFDS REV #: 3 LOW—BAND RRH POWER CABLES HAVE SECTOR > a; STRIPE ONLY - E CONSTRUCTION RED RED . BLUE BLUE �. GREEN GREEN -77 DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 5 05-10-22 t;LIENT Gp�tMp�I'S MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 6 06-01-22 CLIENT COMMENTS RET CONTROL IS HANDLED BY THE MID—BAND IN IN IN IN IN IN RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT' COMMENTS SEPARATE RET CABLES ARE USED WHEN RED a� RED BLUE BLUE GREEN GREEN 9 05/18/23 CLIENT COMMENTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH LOW AND MID BANDS. �. 10 08/31/23 CLIENT COMMENTS PURPLE ORANGE PURPLE ORANGE PURPLE ORANGE 11 11/29/23 CUENT COMMENTS 12 01/04/23 CLIENT COMMENTS A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES NYNYCO2239A PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY LINKS WILL HAVE A 1 .5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE . DISH WIRELESS PROJECT INFORMATION MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR WHITE WHITE WHITE WHITE WHITE WHITE N Y N Y C 0 2 2 3 9 A EACH ADDITIONAL MW RADIO. RED RED BLUE BLUE GREEN GREEN APPROVED �Y 61405 MAIN ROAD, ROUTE 25 MICROWAVE CABLES WILL REQUIRE P—TOUCH WHITE WHITE WHITE WHITE WHITE WHITE SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE PLANNING BOARD LOCAL AND REMOTE SITE ID's. RED BLUE GREEN WHITE WHRE WHITE TOWN OF SOUTMOLD DATE `-,7 5bL-7,A SHEET TITLE �, ,�, RF CABLE COLOR CODE SHEET NUMBER RF CABLE COLOR CODES NOT USED - 4 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION El AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR e ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ® AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ®T AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE ® AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT TM LLC GROUNDING 13AR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD ��� ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE i��- ]r APPROX APPROXIMATE MIN MINIMUM LITTLETON, CO 80120 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL META, AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE • BLDG BUILDING NEC NATIONAL ELECTRIC CODE _ DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS RECEIVED BLKG BLOCKING N0. NUMBER , J NA Q � 2024 FLUORESCENI7 LIGHTING FIXTURE (2) TWO LAMPS 48-T8 F BM BEAM NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE southol Town / x, IM SMOKE DETENTION (DC) SD BOF BOTTOM OF FOOTING OC ON-CENTER Planning Board O CAB CABINET ENGINEERING P.C. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 CHG CHARGING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL UTHONIA ALXW CLG CEILING PCs PERSONAL COMMUNICATION SERVICES LED-1-25A400/51 K-SR4-120-PE-DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE X X X X COL COLUMN PRC PRIMARY RADIO CABINET COMM COMMON pp POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE E3 0 13 13 13 0 CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH _ DBL DOUBLE ��,OF LEASE AREA — DC DIRECT CURRENT PT PRESSURE TREATED �.��. K PROPERTY UINE (PL) - - - - - - DEPT DEPARTMENT PWR POWER CABINET DF DOUGLAS FIR QTM QUANTITY SETBACKS - - - - - - - - - - - - - - - - - - - - - - - - - RAD RADIUS ICE BRIDGE D AG DIAGONAL RECT RECTIFIER 4 DIA DIAMETER � REF REFERENCE r- CABLE TRAY DIM DIMENSION REINF REINFORCEMENT j E EON WATER LINE Wyl W Wy Wy Wy DWG DRAWING NEW YO ICENSED PROFESSIONAL DWL DOWEL REQ D REQUIRED ENGIN - LICENSE NUMBER:095374-I UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON, EL ELEVATION RMC RIGID METALLIC CONDUIT UN OFSA LICENSED ACTINGPROFESS DER THE ENGINEER, OVERHEAD POWER OHP OHP OHP OHP ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TE0.CO OFF OHT OHT 0HT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY: APPROVED BY: EQ EQUAL SCH SCHEDULE JRF JWS JKM ABOVE GROUND POWER AGP AGP AGP AGP AGP EXP EXPANSION SHT SHEET RFDS REV ABOVE GROUND TELCO AGT ACT AGT AGT AGT pR EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE #: 3 ABOVE GROUND TELCO/POWER AGT/P AGT/P AGT/P AGT/P EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WORKPOINT W.P. FF FINISH FLOOR SQ SQUARE DOCUMENTS rx_x"� FG FINISH GRADE SS STAINLESS STEEL SECTION REFERENCE X_X FlF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FIN FINISHED) TEMP STEEL DAY REV DATE DESCRIPTION FLR FLOOR THK THICKNESS 5 05-10-22 CLIENT COMMENTS rxx"**NN COMMENTS DETAIL REFERENCE FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER g1-� �� FOC FACE OF CONCRETE TN TOE NAIL 7 01/03/23 CtMff COMMENTS FOM FACE OF MASONRY TOA TOP OF ANTENNA s 05/17/23 CLIENT COMMENTS FOS FACE OF STUD TOC TOP OF CURB 9 05/18/23 cults COMMENTS FOW FACE OF WALL TOF TOP OF FOUNDATION 10 1 08/31/23 CLIENT COMMENTS FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) 11 11/29/23 CLIENT COMMENTS FT FOOT 12 01/04/23 CLIENT COMMENTS FTG FOOTING TOS TOP OF STEEL TOW TOP OF WALL A&E PROJECT NUMBER GA GAUGE NYNYCO2239A GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH WIRELESS PROJECT INFORMATION GIB GLUE LAMINATED BEAM UG UNDERGROUND - N Y N Y C 0 2 2 3 9 A GLV GALVANIZED UL UNDERWRITERS LABORATORY APPROVED BY uNo UNLESS NOTED OTHERWISE 61405 MAIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM PLANNING BOARD GND GROUND SOUTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT? TOWN OF SOUTHOLD HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD DATE l I2s 12- i HDR HEADER W WIDE j SHEET TITLE HGR HANGER W/ W 11 LEGEND A N D HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF � WEIGHT NUMBER IGR INTERIOR GROUND RING G hi -1 LEGEND ABBREVIATIONS DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 SITE ACTIVITY REQUIREMENTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1 . NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NOTES: . NTP AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless �l `' VED . ( ) 1 .FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY. , LLC L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. ED 8 2024 CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION L �z,;, s,,,�a town 2. LOOK UP - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless LLC L.L.C. planning Board THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES t^i ftbi- -,-3-W- LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER.-TOWER OWNER NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. e 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. / x,.p- 1Mu TH THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10 48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS '90 E. HALSEY ROAD SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE PARSIPPANY, NJ 07054 STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). RECORD.GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF 5. ALL SITE WORK TO COMPLY WITH DISH Wireless LLC L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST ACTIVITIES ON DISH Wireless LLC L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR TO FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS ��3F NEP/ SUCH CHANGE OF INSTALLATION. POSSIBLE. �������K_ 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE '` y EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS " 5 4 ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, E cKEON REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED NEW Y ICENSED PROFESSIONAL 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGIN -LICENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE. ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START 8, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR U IT IS A LESS THEY ARE NA OF LAW FOR ANY PERSON, CTING UNDER THE DIRECTION OF CONSTRUCTION. NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE TO ALTER THIS DOCUMENT. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. DRAWN BY: CHECKED BY: APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE JRF Jws JKM FALL PRO1ECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE REDS REV #: 3 PROCEDURES. OF INSTALLATION. 11 . ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11 . CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNER 5 05-10-22 CUEM COCb10f'S WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS a 06-01-22 Cuar COM10 s THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 7 01/03/23 aMff COMMEMS UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY s 05/17/23 CUENr COMIMCM 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 9 05/18/23 CUIM COMM Ms REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 10 08/31/23 CUENr C014 MS 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 11 11/29/23 CUENT COL018M 12 01/04/23 1 CIMU COMIEMS 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF APPROVED BY 61405 MAIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. p�rlt�lnG EoARv SOUTHOLD, NY 11971 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY TOWN OF soUTHaLp DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. DATE . I SHEET TITLE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 2'�I��c� j GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED , , LOCATION. SHEET NUMBER 21 . CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. GIM -2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 CONCRETE. FOUNDATIONS, AND REINFORCING STEEL: MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 1 . AL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR 2. U14LESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 EXTERIOR LOCATIONS. psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED VKM1W, TM LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER C L LLC L l OR DISH Wir eless reess L.L.C. MAXIMUM 'WATER-TO-CEMENT RATIO (W/C) OF 0.45. / 5701 SOUTH SANTA FE DRIVE AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITTLETON, CO 80120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC L.L.C.". #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:: • EXPOSED TO EARTH 3" R`E C I D CONCRETE CAST AGAINST AND PERMANENTLY E E • CONCRETE EXPOSED TO EARTH OR WEATHER: JAN C � 2024 • #6 BARS AND LARGER 2" wn • #5 BARS AND SMALLER 1-1/2" pown Sou lar nifflk "71M TH on BBBToard ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4" 90 E. HALSEY ROAD, SUITE 104 • BEAMS AND COLUMNS 1 -1/2" PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: 1 . ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED ��,Of NEN✓y� AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. � 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. ,� 1 c} 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. ':35374 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE E cKEON RATING OF' ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE EVV YOR NSED PROFESSIONAL GOVERNING JURISDICTION. ENGINEE - CENSE NUMBER: 095374-1 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR IT IS A VIOLATION OF LAW FOR ANY PERSON, EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE TO ALTER THIS DOCUMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY: APPROVED BY: ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. JRF Jws JKM 8. TIE WRAPS ARE NOT ALLOWED. REDS REV #: 3 9. AL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE: THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THH'W, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DOCUMENTS 11 . POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. SUBMITTALS 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THH'W, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 5 05-10-22 CUENr COMMMTS 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 6 06-01-22 CUD(r CoMMEM BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75- C (90- C IF AVAILABLE). 7 01/03/93 a0ff COMMEM 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND s 05/17/23 CUDIr COMM M NEC. a as/ts/zs cuarr coMMBrts 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 10 08/31/23 CUOU COMM M EXPOSED INDOOR LOCATIONS. 11 11/29/23 cxMr CoMMlxM 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 12 01/04/23 1 CuENT COMM M 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE A&E PROJECT NUMBER GRADE PVC CONDUIT. NYNYCO2239A 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. DISH WIRELESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. 61405 MAIN ROAD, ROUTE 25 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. SOUTHOLD, NY 11971 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS APPROVED BY (WIREMOLD SPECMATE WIREWAY). PLANNING BOARD 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). TOWN OF SOUTHOLD SHEET TITLE 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE GENERAL NOTES DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF oaTl: 1 THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SHEET NUMBER MANNER. (PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT Gim =3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 GROUNDING; NOTES: 1 . ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALLmom BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. NFWWT. LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY liMLI BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS 5701 SOUTH , CO DRIVE LITTLETON CO WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS 80120 EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. A 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE • OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED RECEIVED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. JAN 0 S 2024 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY l_______ S Town I TH SUPPORTED. Planning Board 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ENGINEERING P.C. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 14. ICE: BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOUND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. OF NEt�y�� 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED T f �f THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. I ��'� EO 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4 jt�NEW YO LICENSED PROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGIN - LICENSE NUMBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21 . BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO TO ALTER THIS DOCUMENT. THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 CLIENT COMMENTS 6 06-01-22 CLIENT COMMENTS 7 01/03/23 CLIENT COMMENTS 6 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT COMMENTS 10 08/31/23 CLIENT COMMENTS 11 11/29/23 CLIENT COMMENTS 12 1 01/04/23 1 CLIENT COMMENTS A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION APPP,OVED BY NYNYCO2239A PLANNING BOARD 61405 MAIN ROAD, ROUTE 25 TOWN OF SO'UTHOLD SOUTHOLD, NY 11971 GATE SHEET TITLE GENERAL NOTES SHEET NUMBER G ok I DISH Wireless LLI.1 TEMPLATE VERSION 34 — 06/11/2021