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Home My WebLink AboutTR-10482 Glenn Goldsmith,President ��9f S® Town Hall Annex ��s�®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction % constructed When project complete, call for compliance inspection; � ,,, q�l� :;T@n.. S;'rdr:� t'``-s.l�fi£Jf,�*:4-S2I'8'86"�'3�.."`'^1•sm�s*��_.:.�s'A'�4t•:14a:'^ :'dti&a"�"r,,,J'-F'_..,�yr:..-.r:.gr—4...m-mE.r�L'�"�y�."."y`...-nr ?r`�d�G4` a.,� .� r F BOARD OF SOUTHOLD TOWN TRUSTEES 1 SOUTHOLD,NEW YORK PERMIT NO. 10482 DATE: OCTOBER 18,2023 >„ ISSUED TO: BUDDS POND MARINA,INC. N `l PROPERTY ADDRESS: 61405 ROUTE 25,SOUTHOLD SCTM# 1000-56-3-15 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 18, 2023, and x a in consideration of application fee in the sum of$1250.00 paid by Budds Pond Marina and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the installation of a 150' above grade level(AGL)concealment pole(with antennas mounted within and upon),and ground-based equipment of the Southold Fire Department,Verizon Wireless,Dish Wireless,and room for future wireless carriers; install a fenced equipment compound,landscaping around the equipment compound,and utility routing r' that will occupy a f3,500sq.ft. portion of a un-vegetated,gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts; and as depicted on the site plan prepared Zimuth Engineering P.C.,received on August 31,2023,and stamped r approved on October 18,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year-first above written. CA / O • E IZAB TH PEEPLES,N50GSED �f • Si � • � a115u �v6u'i.}33"lSi�7i'!XSi+'ZA�O'iXi`v�"Y,I:.'ni.K"e�'.8..� :4kPFx`Q`}'F�a 9 "?.n a"'ri.l7•..y vx�i',cU`u➢.59a. - . , _ - 1�1 TERMS AND CONDITIONS The Permittee Budds Pond Marina residing at 61405 Route 25 Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Pennittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®��®V- S® Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765.1892 Elizabeth Peeples �°® a® Fax(631) 765-6641 C®UNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 23, 2023 David Kennedy VHB Engineering 100 Motor Parkway Suite 350 Hauppauge, NY 11788 RE: BUDDS POND MARINA, INC. 61405 ROUTE 26, SOUTHOLD SCTM# 1000-56-3-15 Dear Mr. Kennedy: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 18, 2023 regarding the above matter: WHEREAS, VHB Engineering, Surveying, Landscape Architecture & Geology, P.C., on behalf of BUDDS POND MARINA, INC. applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 31, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 18, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of BUDDS POND MARINA, INC. for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a On-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts; and as depicted on the site plan prepared Zimuth Engineering P.C., received on August 31, 2023, and stamped approved on October 18, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve truly yours, y Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith, President Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 o '^ P.O. Box 1179 Eric Sepenoski Liz Gillooly y�j ao�� Southold, NY 11971 Elizabeth Peeples ' ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: BUDDS POND MARINA. INC. c/o VHB ENGINEERING Please be advised that your application dated August 31, 2023 has been reviewed by this Board at the regular meeting of October 18, 2023 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project SILT BOOM Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees r; l F.-Glenn Goldsmith,President y-0 0��''« `I COG a Town Hall Annex A.Nicholas Krupski,Vice President y< 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �y • l � Southold,NY 11971 Elizabeth Peeples �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 10 . 1 W1,S Completed infield by: L• G ( �Oct VHB Engineering, Surveying, Landscape Architecture & Geology, P.C.' on behalf of BUDDS POND MARINA, INC. requests a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: _Chapt. 275 Chapt. 111 other Type of Application: X Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: x Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: i . k WG jeG/ Present Were: X G. Goldsmith x N. Krupski y E. Sepenoski )c L. Gillooly E. Peeples PROJECT TEAM GENERAL NOTES CUENT REPRESENTATIVE THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE Nt COMPANY ADDRESS, I S. .OURKEE LANE ELITE TOWERS L.P. ` MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY G / SEWER SERVICE POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. C<� -_ ONCITY.STATE LP: E PATCHOGUE NY 11772 CONTACT: TANYA NEGRON —— M�j PHONE (516)410.8'/30 E-MAIL TANYANEGRON@ELITE-TOWERS APPLICABLE BUILDING CODES sL STANDARDS ^Z I M UT F SITE ACQUISRION ELITE TOWERS L P ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS Of THE L A I N O F'' FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO COMPANY: BITE TOWERS L.P. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRM' IS.DURKEELANE VTireless Communications Infrastructure Experts CITY.STATE ZIP. E PATCHOGUE NY 11772 1. 2020 BUILDING CODE OF NEW YORK STATE(IBC 20IS WITH AMENDMENTS) CONTACT: TANYA NEGRON PHONE: IS I6)410-9730 2.NATIONAL ELECTRICAL CODE NWA 70-17 E-MAIL TANYANEGRON@ELITE-TOWERS.COM , - 3.2020 FIRE CODE OF NEW YORK STATE(IK 2018 WITH AMENDMENTS) ENGINEER ELITE SITE ID: ALBERTS ON MARINE 6 LIGHTNING PROTECTION CODE NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C.90 S.AMERICAN CONCRETE INSTITUTE 318-14 �f IRAs ADDRESS: E.HALSEY ROAD,SUITE IM CITY,STATE ZIP. PARSIPPANY.NJ 07054 6.AMERICAN INSTITUTE OF STEEL CONSTRUCTION I EDITION CONTACT: JEREMY MCKEON ffu PHONE: 973-970-OD68 7.EWTIA-222 REVISION H E-MAIL JMCKEON@AAZIMUTHEG.COM APPUCANT/LESSEE S.TIA 607 FOR GROUNDING VERIZON WIRELESS9 INSTITUTE FOR ELECTR CAL AND ELECTRONICS ENGINEER581 COMPANY: ELITE TOWERS E 10.IEEE C2 LATEST EDITION ADORES4 I S DURKEE LANE CITY,STATE,ZIP. E PATCHOGUE W 11772 11.TELCORDIA GR-1275 12 ANSI T131 I `O•A�UCANT SITE NAME: SOUTHOLD 4 COMPANY: NEW PORK I LIMBED PARTNERSHIP d CE ONN WIRELESS PROJECT DESCRIPTION/SCOPE OF WORK On ADDRESS: 4 CENTERTEAOCK ROAD CITY.STATE ZIP. WEST NYACK.NY 109% THIS PROJECT WILL BE COMPRISED OF. CO-APPUCANT ELITE TOWERS: COMPANY: SOUTHOLD FIRE DISTRICT INSTALLATION OF NEW EQUIPMENT COMPOUND.6'-0'HIGH CHAIN LINK FENCE ISO' PRORIECR�YWR E ADDRESS: SOUTHOLD. ROAD SOUTHOLD FIRE DISTRICT CONCEALMENT TOWER MESA LCABINET ANDSCAPING SHRUBBERY BANK ELECTRIC TRANSFORMER 0 CITY.STATE M. $OUTHOID.NY 10991 STEEL i CONCRETE BOLLARDS LANDSCAPING i SHRUBBERY btlow. NEW 70'-0'a 35'-0'EQUIPMENT COMPOUND WITH 6'-0'CHAIN LINK FENCE.=I Ca0 Mo.•.a,ep • NEW 150'CONCALMENT TOWER=I FOR STATE SPEOnc DIRECT PHONE NuMBERS SHEET INDEX MESA CABINET=I VISITWWKCALUBILCOM • ELECTRIC METER BANK=I • ELECTRIC TRANSFORMER=I • STEEL i CONCRETE BOLLARDS=4 AASSHOWN DRA WAS JE JEK SHEET NUMBER DESCRIPTION NEW TREES.SHRUBBERY,LANDSCAPING=T.B.D. Z-0I TITLEPLANT 61405 MAIN ROAD SOUTHOLD MY FIRE DEPARTMENT 8 05/I823 REVISED PER COMMENTS JCM JWS Z42 SITE PUN i NOTES NEW RITE DISTRICT EQUIPMENT CABINET=I 7 OSro523 REYI¢D PER CCMHMENR JRF JWS • NEW FIRE DISTRICT CONCRETE PIER EQUIPMENT PLATFORM=1 6 04/1323 REVISED PER COMMENTS JRF JWS Z-03 BULK TABLE NEW FIRE DISTRICT CONCRETE%ER=4 5 OIro323 Cuwr COMMENtt JCM JWS • NEW FIRE DI STRICT ANTENNA-I Z-05 ZONING SPLANFOR ION SOUTHOLD, NY 11971 • NEW FIRE DISTRICT PTP=1 4 12/1122 CLIENT COMPENTS WPK WPK Z-05 200'RADIUS PLAN Z-06 VICINITY PLAN VERQON WIRELESS: 3 5/1022 CUMT COMMENTS WPK JWS 2 $/10/22 CLIwT COMMENTS JCM JWS Z-07 SOD'PROPERTY OWNERS UST INSTALLATION OF NEW 2'4rO CONCRETE MERS.20-0'R 10'-0'STEEL EQUIPMENT PLATFORM. OVOID CUMT COMMENTS JCM JWS SUFFOLK COUNTY DISCONNECT ITCH,CABLE BRIDGE TELCO CABINET.MAC CABINET.DIETW00.K LIGHTS. ZAG COMPOUND PUN Z-M EQUIPMENT PLAN DISCONNKT SWITCH,CABLE BRIDGE PANEL ANTENNAS.RRH'S i DIMEXERS. 0 2/23/21 aFvT¢D PER cOMMENTs JCM JWS LIO ANTENNA PUNSi ANTENNA SCHEDULE NEW 2'-0'O CONCRETE PIERS=6 REV DATE DESCRIPTION swN LI I ELEVATION SITE TYPE♦ NEW 2AT x Y CA STEEL EQUIPMENT PLATFORM=1 Y K NEW EQUIPMENT CABINET=I NEWZ-12 CONSTRUCTION DETAILS-I NEW TELCO CABINET I BI =I -b OF NEW Z-13 CONSTRUCTION DETAILS-2 NEW W CABINET=I "FO NEW WORK LINET 2 ) 'L LIB EQUIPMENT DETAILS-I NEW DISCONNECT SWITCH=1 150' 0" CONCEALMENT POLE " LIS EQUIPMENT DETAILS-2 / NEW PANEL ANTENNAS 2 PER SECTOR 6 TOTAL LI6 FIRE DISTRICTEWIPMENT-I NEW RRH-3 PER SECTOR.9 TOTAL NEW DIPLIXERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) �FO°-0953 RF Z-17 FIRE DISTRICT E-IPMENT-2 NEW TRIPLD(ERS=I PER SECTOR,3 TOTAL(AT EQUIPMENT) 9p�5 RlY' Z•IB 20071NSURANCE FLOOD INSURANCE MAP AERIAL MAP VICINITY MAP NEW TRIPLEXERS=I PER SECTOR 3 TOTAL(AT ANTENNAS) N )EREM`I K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER NS374-1 AREA OF WORK E IT IS A VIOLATION OF LAW FOR ANY PERSON. SITE INFORMATION IN ESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL AREA OF WORK ENGINEER.TO ALTER THIS DOCUMENT. PROPERTY/TOWER OWNER NAME: BUDO'S POND MARINA INC. B .. SITE INF�OpR■pM�ATIim ADDRESS: 6M05 MAIN ROAD SITE NO:ALBERTSON MARINE CITY,STATE ZIP: SOUTHOLD NY,11971 Ai: DISTRICT: 1000 61405 MAIN ROAD SECTION 56.00 S LIMOLD,NY 11971 SUBJECT BLOCK/LOT: 3115 Albertson A6Bline Inc SUFFOLK COUNTY � coNncuous o Bv, I QM LANDLORD-OWNED LOTS: 134.1.2.2 SrMTYPEI LATITUDE 41,076024 L �� 150' "CONCEALMENT POLE ONGITUDE -72.406031 LATJLONG.TYPE NAD 83 FEMA MAP BASE ROOD ELEVATION VAMSL COPPRIOfITOID A- ROOVBBRRiG P.C..LLL'AI.I. 7M5 DRAWTN4 ANO.A AEL�iNPORMATION COMTUND NERFI iI FAA IA GROUND ELEVATION= S'AMSL ironic.1 C." E Eo OR ao wouP�TR s 11- 11 > EQUIPMENT ELEVATION= 3'ABOVE GRADE —OUTrlc MAv NOT RE caPc REUYO of 1RBUTE RELIED UPON FOR ANY OM�RC PURPOSE INEOR. ENUNEERwO P.C.OLLC N uu N AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE i EQUIPMENT COMPOUND Z ZONING/JURISDICTION: TOWN OF SOUTHOLD SHEET PTLEDO ZONING DISTRICT: M-11-MARINE 11 Tnu SkIEEC m 26 p CURRENT USEIPROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY SHEET NUMBER CO HANDICAP REQUIREMENTS. FACILITY IS UNMANNED AND NOT FOR HUMAN Q) Z_01 HABITATION.HANDICAPPED ACCESS NOT REQUIRED. a a !tT NOTES: o a 1. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING N / STRUCTURAL ANALYSIS, o 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE W I / WITH STRUCTURAL ANALYSIS. s 3. TRUE NORTH BASED ON GOOGLE MAPS. PROPOSED 70'-0"x 35'-0"EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. ENO(N E E RI N O P.C. I COMPOUND(SEE SHEET Z-08) FRESHWATER WETLAND ----"----' "- ------ '----- -_-_- / BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY 13Y AMERICAN ENGINEERING & LAND ] j 9.6=_-��` ^ _ _-__ __ ENGINEERING,SURVEYING, SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 -17--_ - O LANDSCAPE ARCHITECTURE AND 9L -- -4 __ o Q DATED 10/24/18. ELITE TO\\ERS LP -_ 0� / GEOLOGY,P.C.,ON MARCH 22,2023. 1�••T �y=w�E. 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. ----- -- D=_ - - 29 -_'--9'-9•�`_TRgG S --� O,_ B�_ N-HD{yi, � _ j_z 3 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR _ f)___--__-__- __ _�� __ Z- SOT OF PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY V4.54 5°9'477" -5=-_ __��VEt- _ & ` -�-- _* F SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. TF6.,4 E �- __sLeP = - �___ -0 0--� --_-___- -` 4� SOUTHOLD 154-0"t TT '-- __- - U- U 8,6--_ - -___-= 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR SLOP �- -- _-_--_ LU_ 2_ _ 61 TO NEAREST BUILDING N ADJACENT PROPERTY f �.?--_'>- 5S_y_ -- --- U O�6 ' -- MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE O U'- _ �8:3 FACILITY FOR BOTH FIRE AND INTRUSION. EPA' b 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE - - TO FENCE CO P UND IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 47 � TOCONCEgLMEN7-PO 44 43�� •I ---� �'39�� A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS I I N I LE AND REQUIREMENTS. vedzm)( N I e 4.5 O .? 3.5 �--_ B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, _ +1 n4o� DS REQUIREMENTS. - ----- ----- Co Q J I � �� STANDARDS ANDI� PROTECT YOURSELF I �10. CONTRACTOR SHALL CONTACT "NEW YORK UNDERGROUND PLANT LOCATION i M.TAa "0°M"d _ Do LIMITS OF NYSDEC FRESHWATER SERVICE" AT 1-800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN '""^" .°°"�^` w . WE ILAND 100 FOOT ACENT THE OF K PRIOR TO THE START OF ANY ION. z I q 6 -� \ �4 a=� 44 TO �I I WE JURISDICTIONAL ONJAL AREA 11. CONTRAFCATOR SHALL COORDINATE AND COMP Y WITH EEXISTIATG UTILITY "OR STATE SP vDI,a µ M�5iBE - a � a--_I F 4 0 __ __ AREA AND TOWN OF SOUTHOLD COMPANIES REQUIREMENTS. N u e p p R STALE SPECIFIC DIRECT PHONE NUMBERS N_ n, \ T.WNY/.CALLBi1.COM ,V CHECHED BY _¢ w s?A�TFS'0" ® AS SHOWN RA WAS JKM w Y RSF� 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. -- CD 1 47 �O 8 05/1823-SEDPE0.COMM(;NTS )CM JWS C, '-0"t 39 NARogo 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 7 05/0523 REVSEDPERCOMMENR JRF JWS o 4.7 TO FENCE COMPOUND PRE-CONSTRUCTION CONDITIONS. III �� ® 6 04/1323 REVISED PER COMMEMS JRF JWS 86'- CJ S OI/0323 CLIENT COMMENR CM WS 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER J J I ? TO CONCEgLMENTPO "� 0 RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. + 171422 NFNTCOMMENR WPK WPK GRAVEL O I EE 1 , 3 06/01/22 CLEINTCOMMENR WPK JWS F HIGH i STORY I m 1 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNEUZATION OR PUBLIC ROAD 2 Sn022 CUENTCOMMENTs JCM JWS z z METAL BUILDING z v IMPROVEMENTS ARE PROPOSED. TF®6 I - it d" 1 1 09/052I CUENTCDMMENR JCM JWS z o #61405 O I S � g 0 - o z� 1 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 0 122321 REVISED PER COMMENTS DJJCMm JWS 47 I 4.4 - U +1 f I 4.3 ' REVI DATE I DESCRIPTION BY Bt Z o O 4.3 O a I 4'1 _c5 L 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. >---------------- LIMITS OF NYSDEC FRESHWATER 1 U '_^ u 0 ,4E OF NE{yY 0 w I z 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL M CONSTRUCTION LEVEL ytir V K O WETLAND 100 FOOT ADJACENT DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE REA AND TOWN OF SOUTHOLD 0 II a. ' DRAWINGS WETLAND JURISDICTIONAL AREA J H- 4.0 19. SITE PLAN I / BASED ITE S RVEY-BY AyICAN �I4SURVEYING SIGNED BYTEPHEN E. RAyN P.E. L.S. LICENSE # 9664 & �e p p 0953i 44 N ® DATED 10/24/18. M 4.25 FF4.3 GF4.64 d ® M hN I4.244.44 ..-....._......... ... ° '� �� / Y/ B a N N 0 Y EREI"-�K MCKEON Z4 W 4' `4O 7 4 0 Lr) `7 6 NEW PORK LICENSED PROFESSIONAL � pR.tgiA ply/�p�y ENGINEER-LICENSE NUMBER 095374-I Z ------_�� 4.21 /8i V.�@"'@ i y'dJ OF aI' U STE E S - - - -`. OF LAW FOR ANY PERSON.' ��'��F�^! ; �; ^�^�^ +' UNLESS•THEY ARE ACTING UNDER THE OIRECTIO 'ON'LONG. ASPH.% � IIT�IS-A��qLATION OF,I E RESPONSIBLE LICENSED PROFESSIONAL3.78 TF371 _ _ - `0 w ��t/1'� �� ®uT�®L® , S 1 L._D _:.F _..;� � 1 -=ENGME€R.TO ALTER THIS DOCUMENT-_-( I` ; ISIT INFORMATION: 4.03-____ 388 E.A. 3.65 3.39 .37 E.A. �.51 ytl ) SITE LV� ALBERTSON MARINE __ 4 i TF3.50 ®ATE (/ f('I !m: AUGt .F 66{ S47°26'27"4 ---- -- 200.00' 6 1 � � �gJ23 UU �0J e 61t405MAINROAD 4.33 (S58'31'00"W) 4.26 DYL 4.10------_ 396 3.98 ___34.03 COORDINATE SYSTEM:NAD83 i r SO=OLD,NY 11971 ® 1 (2001)NY SP FEET LONG ISLAND I G - SUFFOLK COUNTY I MAIN Board ROAD (N.Y.S. RTE. 25) 9 ® `j ° 6oardo T{sses _i SITE TYPE: 150'•0"CONCEALMENT POLE % `/�/3 `� I,.COPYNGNiO]Dv.AZInSU1li ENGEJEEREVG P.C.LLC ALA. 3 Y Y a 7HIS ANO ALL THE f RMAnON CONTAINED HERON IS AUTHO RISED FOR USE ONLY BY 7HE PARTY MR WHOM THE V WORK WP5 CONTRACTED OR TO MOM IT IS CERMED. DRAWING MAY NOT BE COPIED.REUSES.DISCLOSED, OISDDBUTOI OR RELIED UPON FO ANY ODIER PURPOSE > FRESHWATER WETLAND UNDERGROUND SERVICE ALERT-NEW YORK 81 1 • _T THE EKPRESs MIMN CONSENT OF AE- NEERING P.C.U-C. BOUNDARIES DELINEATED BY VHB UTILITY NOTIFICATION CENTER OF NEW YORK 1 ° ENGINEERING,SURVEYING, (800)272-4480 --'-- -- ----- i SHEET TIRE: LANDSCAPE ARCHITECTURE AND W W W.NEWYORK-811.COM a GEOLOGY,P.C.,ON MARCH 22,2023. Know whaes below. SITE PLAN&NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Cal l before you dig. 'II o SHEET NUMBER: 1. SITE PLAN - G�PH,Os�TF 21 10 1 20' 40 Z-02 Iw PEPTI SCALE:1"=2""FOR 22.04"DRAWR4G5 i SCALE,1 2"=201-0"FOR 11',,17"DRAIV NGS --- ----- - ----- ------- a REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVO WIRELESS COMMUNICATIONS FACILITY e CODESECTIONI DESCRIPTION COMMENTS o i N COMPUES WITH SECTION(1)(E)AS SITE O WNED MT. 280.70 IT(1) )ATCN OF WIRELESS FACLMES FURTHER REVIEW CF PRIORITY RANKING PROVIDED AS oPART OF APPLICATION SUBMISSION m28070 E. NTEN'NASUPPORT STRUCTURES ARE PROHBITEO COWUES 280-70 F. ANTENNASUPPORTSTRUCTURESSHWLLNOT BELOCATEDINTHEFOLLOWWGMR WRH011TAPERMO I FROM&OURSOCTIONAL AGENCIES: 260.70 F.1 LANDS.TDAL PND FRESHWATER. COMPLIES n�, pp 280.70 F.2 :OMDWATER HWIOFEETOFTHE SURFACE COMPLIES `LC'i'IYI 0R�0 ,�IIII \ 280.70 F.3 LED WITH COMMUNITY PRESERVATION FIENDS. COMPLIES 280.70 F.4 AST&EROSION HAZARD AREAS COMPLIES ENGINEERING P.C. 0 280.T0 F.5 DESIGNATED PARKLAND COMPLIES _--- FALL ZONES.AN ANTENNASUPPORT STRUCTURE MIST INCLUDE ANAREASURROUNDING IT THAT S FREE OF - OTHER STRUCTURES ANDMEAS WHERE PEOPLE CONGREGATE.EXCEPT THE BASE EQUIPMENT,WITH A R MEQUALTOADISTMICEOFTWOTIMESTHEHEC OFTHE STRUCTURE.ASMAAER FALL ZONE MAYBE A3 ZONE «_ LOWEDFSUPPORTED BYAREMR SUBMI EDBYAQUPJJFEDSTRUCTURALENGDEER THE 300'FALL NE REQUIRED; NEAREST 28D70G STRUCTURAL.ENGINEER'S REPORT SHALL BE SUBMITTED TO MD REVIEWED BY TIHE PLANNING BOARD AND STRUCTURE ON PROPERTY,STRUCTURAL REPORT ELITE TOlI`ERSLP MRROBOMTEDBYANIN EPENDEWCONSULTAWKREDBYTHETOWNTWSDEMNSTMTESTHATA PROVIDED AS PART OF APPLICATION SUBMISSION. �t':.cA...,ar.T„msaicmlr.uv_wu ENa�c SMALLER FALL ZONES MPROPRKTEMDSAFETHEFALLMWOFMAWENNASUPPORTSMUCTUREMST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OFAL.STRUCTURES EXCEPTTHE - --- --S BASE STATION EQUIPMENT. I� ANTENNASUPPORT STRUCTURES W THE µ UO,M,MI,B,AND f9 ZONNG DISTRICTS ARE SUBJECT TO THE 280.70L FOLLOWNGRESTRCTIONS. {•'`_`- 2E 701(1) )RDANCE WITH THE BILK SCHEDULE FOR EACH ZONE. EXISTING NONCOMPLIANT:MO MMMUM LOT SM'W.000 SF EXISTING LOT S 41,348 SF SOUTHOLD PROPOSED MUNOPOLE HECHT:150'-0' 280-7D L(2) MAXIrUMMECHT: FEET. VARIANCE OR WAVER REQUIRED MINIMUM DISTANCE OF ALL WIRELESS BOUPIVENI TO ENT RESDEWIAL PROPERTY LINES OR STREETS �- 280.70L(3) SHALL BE NO LESS THAN 500 FEET. 6'-0'TO ADJACENT PROPERTY LNE -_-- - SBE DESIGN STANDARDS,ALL WIRELESS FACILITIES,INCLUDING C0.LOCATIONS,SHALL BE THE LEAST VISUALLY 2M70N OUR RE DESIGN POSSIBLE THAT ALSO PERMS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLYTO ALL WRELESS COMUUNCATION FACMIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: �O� _ SETBACKS.ANTENNASUPPORTSTRUCTURES AND EQUIPAENTFACIUTESSWALLADHERE TO THE SETBACKS (REFER TO BULK REOUREMEMS CHART ON SHEET Z. 2B 711N(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STIR UDTURES ME LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. 03) SIGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION A^IDSAFETYNSTRUCTCNS,WKCHMEREQUIRED.WMSGMSHALLBEINA MRDMCEWITHAWRCAN SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE 280.70N(2) NATIONAL STANDARDS"UTUTE(ANSI STANDARDS FOR RADIO FREOIENCY RADIATIONWMMN.SO ND SIGNS. INSTALLED ON EXTERIOR OF COMPOUND PENCE yROTECT YOURSELF CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE NORMALAUD ENERGENCYCONTACT INFORMATION FOR EACH SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES IXrAm io wireaNON¢iAR1�Nz FEET IN SURFACEMEA wrsu<sNrwm¢w Aur sArz BASE STATION EQUPNENT SHELTER.THE BASE STATION EQUIPMENT ,•I MENTSHELTER SHALL BE CONSTRUCTED WITH C3111Rrb 1' BULK REQUIREMENTS FOR ZONE M-II (MARINE II) ARM SIMIARTOTHATOFADUCEWSTRUCTURESONTHEPROPERTYAt MEGMTEDWTOTHE FOR STATE SPEC PC DIRECT PHONE NUMBERS ARCHBECTURALSTYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN RENTLY VISIT:WWW.CALL811.COM ACCORDANCE WITHTHE MMMUMHECHT ANDYARD REQUIREWWS OFTHE WNING DSTRCTMPLCABLE TO NPOSELTHISARLBE TAKENIN 280.]ON(3) THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAY BE PROVIDED FOR SERVICE PROPOSED THIS WILL BE TAKEN INTO E DRAMNBY ocEO BY VEHCLESNOTWITHSTMDIW%EFORE00ING,BASEEOWWWRELATEDTONTERDR_MUWED CONSIDERAnONUPONFUTUREPROPOSALS ! AS SHOWN WAS a+E JKM DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS WRSESS FACILITIES SWILL BE LOCATED INANAREATHAT IS ATISFACTORYTO THE PANNING SOME)UPON CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MMWING VISUAL IMPACTS 9 05/1823 REVISEDPERCOMMENTS JCM JWS MINIMUM LOT DIMENSIONS BASE EQUPMENT LANDSCAPING.A SCREEN OF EVERGREEN TREES SHALL BE PLANED OUTSIDE THE FENCE 7 0510523 REVISED PER COMMENTS JRF JWS AREA, 160,000 SO FT• 41,346 SO FT NO CHANGE NON-COMPLIANT•• OFTHE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVSUAL SCREEN OR BUFPERFORADUONING WIDTH 150 FEET 20000 FEET NO CHANGE COMPLIES PRIVATE PROPERTIES AN THE PUBIC RIGHT-OF-WAYOR OTHER VANTAGE POINTS ACCESSIBLE TO THE EVERGREEN SCREENING TO BE PLANTED AROUND 6 0411323 REVISED PER COMMENTS JRF JWS DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES M8 70 N.(4) PUBLIC THE SCREEN SHALL CC MOT OF A DOUBLE ROW O F EVERGREEN SHRUBS AND TREES THAT ME OF FACLITY 5 01/0323 CUENTCOMMENTS CM WS SUFFICIENT DEITY ANE)HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUPNENT FROMMEW.REQUIRED J J MINIMUM YARDS FROWYMDSETBACKMEASSFL LLBELANDSCAPEDANDINCWDESHRMSADMEES.SUWV lLRYOF COMPLIES 4 12/1422 CUENTCOMMENTS WPK WPK FRONT 35 FEET t29.4 FEET 174't (TOWER) COMPLIES THELMDWC NGSHALLBEGUARANTEEDANDMNWAWEDBYMEARPLICMNTFORTHELIFEOFTHE INSTALLATION. 3 06/0122 CLUNT-MENT3 WPK JWS MINIMUM YARDS STEM NO THE LIGHTING PERMITTED SHALLBETHE MNMUNREQUIREDTO PRCTECTTHEPUSUG 2 5110/22 CUFNT COMMENTS CM WS SIDE 25 FEET 61.9 FEET 86't (TOWER) COMPLIES J J REAR 25 FEET 61.9 FEET 303 (TOWER) COMPLIES WELFARE.FACILITIES gES.ON EXISTING DEVELOPED SITES SHALL BEIN'CORPORESS INTO THE LIGHTING BOTH SIDES 50 FEET 102.6 FEET 199 t TOWER COMPLIES SOURCE NOT MBEOND TH PROPERTY ULLYSN NO UGW=UREFLE TED RSHOHE if I 04/0521 CLIENT COMMENTS JCM JWS (TOWER) 280.]ON(5) SOURCE SNOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LOHfSREFLECTE00R SHONE COMPLIES TOWARDS THE SKY EXCEPT IN THE CASE OF STRUCTURES REQ URED TO FOLLOW FAAGLIIDEUWS FOR D 122321 REVISEDPEACOMMENTS JCM JW5 MINIMUM YARDS SAFETY LIGHTING DMWN HECKED SIDE 25 FEET 40.7 FEET 47't (COMPOUND) COMPLIES REV DATE DESCRIPTION BY Br REAR 25 FEET 61.9 FEET 8't (COMPOUND) NON-COMPLIANT••' STANDARDS.W ADDITION TO THE STANDARDS INARTCLEXMWAND THE STARDMOS NJ 280.70 HEREON.ALL }-- ------------ BOTH SIDES 50 FEET 102.6 FEET 127't (COMPOUND) COMPLIES WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN 2M72K POSSSLETHAT ALSO PERMS THE MPLCANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)7HR000H(4)AS WELL AS ME NOT APPUCABLE EOFNEIy FOLLOWNG OESM STMDMDS SHALLMPLYTO ALL WIRELESS CONPN..NCATCN FACMES INSTALLED OR '�Y},Y K Iy_-Y LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES y'QT' -'K4-� CONSTRUCTED THAT REQUIRE SRE PLAN ARPROVPL 527, T8% (OTNEALW) COLOCATCN.WIRELESS COMLNEAMN FPCUTES SWILL BE DESIGNED TO PROVIDE FOR COLOCATION BY MAXIMUM LOT COVERAGE 30% 26.2% NON-COMPLIANT•• 280-72A(5) MJLTIPLEPROVIDERSORDESIGNEDSOTMTTHEYCM BERETROFITTEDTOACCONMDATEMULTIPLE COMPLIES • 3 PROVIDERS,WHEREVER POSSIBLE. r j •- THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE SCENIC LANDSCAPES AND VSTAS.ALL ANTENNASUPPORT STRUCTURES WHCHARE NOT CONCEALED INSIDE SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE OFBUILOING00RSCREEN DBYEXSTMTREESORBULONWWUBESURROUMEDUAR ED SITE NOT LOCATED IN SCENE VISTA VFW 0953TA Mil ZONE REQUIRES 80,000 SO FT PER USE 280.720.(8) UPPE A SCENE OTAOROFDENSET EE SCAF`EGROWTH ANANTENNA00FEESUPPORENIC ROAD.AS HAT DESIGNATED EDWITHWM.SHAL OTAORSCETANOMET ABOWRTHE HEIHTOFTAESWIT ROAD. OF300 FEETOFETOWN,POSE / �`NcyiON NOT BE TALLER THAN IO FEET IO, THE HEIGWOFMUM IN WRHBSENCE F TREES. FEET OFTHE PROPOSED COMPLIES •• - VARIANCE REQUIRED LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. COLOR AWENNASLAPORTS'IRUCTURESNTWFORMOFWNOPOLESOROTHERTOWERSSHALLERHER GJEllhm>L�K ll KEON BE BLUE/GRAY IN COLOR OR BE COLORED MPROPRLATE TO THE CONTEXT OF THE STRUCTURES LOCATION NEW YORK LICENSED PROFESSIONAL SO THAT THE TOWER 15 AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL ENGINEER-LICENSE NUMBER SIONAL AVIATIONADM UNATION095374-1 (FAA).FA WIRELESS COMMUNICATION FACILITY 6 INSTALLED ON ASTRUCTURE 280.]2A(7) OTHERTHMATOWER,THEPNTENNAMDSUPPORTING ELECTRICAL MD MCHWNCAL EpUIPNEW MUSTBE COMPLIES-TOWERTO BE PAINTED BLUE-GRAY \ OFA NEUTRAL COLOR THAT S DENTCALTO OR CLOSELY COMPATIBLE WITH HE COLORS OF THE r `1 SUPPORTINGSTRUCTURESCASTOMAKETHEANTENNAAND REIATEDEQUIPMEWASVSUALLYUNOBTRUSVE IT IS A VIOLATION OF LAW FOR ANY PERSON, AS POSSIBLE. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. ANTENWISUPPORT STRUCTURES IN ORADJACEW TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR 1 ANANTENNASUPPCRTSTRUCTURE6LOCATEDWITHWARESDEWW MNEORWSOMORMORE I( SITE INFORMATION. PROPERTYLINESABUTTINGORONTHE OPPOSITE SIDE OFASTREETFROMARESIDEWIPLZONEORUSE SITE NO:ALBERTSONMARINE PERMS TED W A RESIDENRALMNE,NO ANTENNA SUPPORT STRUCTURES MAYBE CONSTRUCTED MESS ADEQUATE LYSCREENEDFROMMEWOFT WERESDEWNLZONESBYEXISTINGBULDNMORURGE TREES,INCLUDING EVERGREENS.THE STRUCTURE My PROTRUDE NO MORE THAN 10 FEETABOVE SCREENNGBULDINGSANDIORTREES WTHEMSENCEOFMADEOWTEMRPN WNTOFEXISTNGURGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 61405 MAIN ROAD _ - SENOMORETHAN3.5FEETATIDTHEBASEEQUIPWWMISTBEBUREDNMMDERGROUTDVAULT.PWO SO=OLDPNY11971 280.72 A(9) ROWS OF EMERGREENTREES MIST BE PLANTED ENCIRCUNG THE STRICTURE,ONE ROW AT A DISTANCE TWO ROWS OF EVERGREEN TREES TO B E PROVIDED FROMTHE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,MID THE OTHER AT BO%OF THE HEIGHT RELIEF SOUGHT AS TO HEIGHT AS NEEDED, j .-�'pI OFTHESTRUCTURE.TRANSPLANTED TREES SHALL.HAVE A MWIMDIMCALPER OF THREE INCHES,SPACED 30 SUFFOLK COUNTY t FEETONCENTER.T TREESMUSTMWMEXPECTEDHECHTATMATURITYOF AT lEPST FEET LESS THAN THEHECHTOFTHESTRUCTURE TO SESCREENE•D.SMALLER EVERGREEN SHRUBS MSTB10E USEDTO FILL IN THE GAPS IN BEPNEEN FOR SCREENING DURING THE TINE THE TREES ARE MLING INMD MATURING THE PLMNINGBOARDMAYVMYHMRE MEW OFTHTREESADSHRMSTO A COMM)DAT ESPECI M - SITE TYPE: SITE RS � G T I N PROPEE ANNGWEEFROMHEWRELESFCMYSOWNRSHLBEREQUREDTO 1501-0R CONCEALMENT P O CEAT ""T OLE ENSURE THATTHE PLANTNGS SURMNEMDAREMAIWANEDTHROWFIOIRTIEEXSTENCEOFTHE NST N AU _ 2B0.74C 4 ES STRUCTURES ANG ZON'NG WITHIN 500 FEET 3ST-0'TO NEAREST RESIDENTIAL PROPE STY l CDPYRDGFTTO70N3,AZIMIU'CNI ENGPTEERRIGP.C.,LLCALL AI 280.74 C.(5) UDE.TYPE AND HEIGHT OF THE WIRELESSCOMUNCATON FACILITY. (SEE SHEET MI) 1 S DRAVMNG AND AU THE aRM4To�CONTAINED HERON IS i I URIORIZS FOR USE ONLY BY TIE PARTY FOR NHDN THE ALISWVRK WAS CONTRACTED OR 1.W,f0M IT IS CER11FlEp S NTATI OF OTHER CARRIERS ALREADY LOCATED ONTHE NN MUM A WRHTHE NUMBER.TYPE,HEIGHT, IRA-MAY NOT BE COIED.ROUSED.DISCLOSED, 2B0.]/C.(6) ORIEWATON{EFFECTVE RAOWTED POWER,NUMBER OF CHANNELS PJD OPERATING FREQUENCIES OF EACH (BEE SHEETS Z-II-Z-1]) OISTR UTEO OR RELIED UPON FOR ONY OVER PURPOSE ANTENNA INCLUDING THE PROPOSED WRHOUT THE EMPRESS N T OF ADMUTH _ 2M74 C. LATHE PROPOSED FOLLOWING FPDILITY PND THE LLOWING NDNEERWC P.G. TO LLC, 280.74 C.(10)(a) EMEST RESIDENTIAL STRUCTURE 674'1 --- ------------ W 280.74 C.(10)(b) PROPERTY LINE WUHA RESIDENTIAL USE 353'x SHEET TITLE: Z � 280.74 C.(10 c PILL OTHER STRUCTURES 374'x I Q 2M74 C.(10)(� D.RIGHTS-OF-WAY,DRIVEWAYS 181'x i BULK TABLE Z 280.]4 C.(11) 1L20NE RADIO ANDPLAID DISTANCE BEE SHEEP Z-06 O 280.T4 C.(12 ROPOSED MEANSDFACCESS BEE SHEET L02 N ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE r - 280.74C.(l3) SMUCNREATITSWOESTAMWROWEST,MDTHETNLESTPONT,INCLUDINGANTENWORUGHTNMG SEESHEETZII .SHEET NUMBER: 7 PROTECTION Z-03 SO a N K4C N us iP��,, h�n 6 Albertson Ln N I e o ,17 UUdV`ems dyLj�� 4.2 sI 7.OA - 0 Greenport 10.1 , � '�Z I M UTI _ 27.7A C ��0° 'Qq Sage g d �'' TOWN OF S Iv S 11.16 / SOUTHOLD \ 3.8A Ak (COUNTY OF SUFFOLK p ~� ac\`rO 1 DEVELOPMENT RIGHTS) i' `e ��01 - `dG� �Ep rr e A G yLu O / 8 F 11.5 SITE HamletCenterSOUTHOLD 0*1 LOCATION 7, toning ram N ZONING 1 1 ioa 03 �p a 0 AC OUNTYOFSUFFOLK a i~ � � O'3 y V SOSf AHD � VMZ(M wp �,� . , cD . ♦ b DEVELOPMENT RlGMSr �1' . �.� A 4 �t ¢paa ` ��,� 'QO B .` ti ,� 1 A(c) � • 9 ♦ �,� 9f4✓. /� S HB PROTECT YOURSELF , o NA HID N TAw,wN. R 2. ��US UNE �._` .•`�,,, �i �y O�� LI3 FOR STALE SITpWWW.C-811IC DIRECT H 10 NUMBERS 135 G1 J ORAwN Br NEIXED Bv. J 153 \ 11.2 �� s4�' s, �� ,�o�� (c) µr: ` �. LI ASSROWN WAS JKM L 11.2 / r� a OS/1823 REVISED PER COMMENTS JCM JWS A jj V Y y, LIO 7 OS/0523 REVISED PER COMMENTS JRF JWS o� ,�• 1 2 +p' ^� �Ra 6 04/13/23 REVISEDPERCENYNIENTS JRF JWS /'b1A .� �• �fi ��r 2.3A(c Y1 ^r ��,�... Southold MI 5 OI/0323 cuwTCDMME— JCM JWS COON x 4 610122 LuwTL 14— wPK wPK ^` Mil 3 0670122 CLEINT COMMENR WPK JW$ cke Creek Dr 2 5110122 :—T—KNTS JCM JWS OF S FOLV fj TOWN Y �• 0 0.25 0.5 �T Rd Mile R'Y0 04/052 CNwTCOMMENR JCM jWS / -`ecK 0 122321 REwsEDPERconnws JCM JWS ��►, '� ,/ �) P\Cte` i R-SO REVI DATE DESCRIPTICCKRM ON 15 or / - $ Budd's Pond S L_ y1, Y K / '`1D Q' Custer Ave 1 RO SEOFNewr g eRw��alAuol N Parish IF C L. RR ,ta '4� sb, `i\ AnchorC L Tye ` O d n E sin R D S3 `3`O �, �ti .•`� .PLO• 1� "S 11 `� ae y c N P a g o S ell e16 ,oNM OF soR I Rd Ol y40 , t ET sa, S�svb O 0 _c m 'JERoRK �1EO,,N V y 1 001 �` `� a ENGINEER-LICENSE NUMBER:095374-1 O e" + 12 , 3j L IT IS A VIOLATION OP LAW FOR ANY PERSON. pQ�o,B a ��8 \Z 15' ,bs �� j5 g,' n eayv�e Q N Bayview Rd Ezt N Bayview Rd UOFETSS THEY ARE NE RESPONSIBLE ACTING LIC UNDER NSED PTHE EESSIONAION 13.1 { ,, wRQ, ��be/'f ENGINEER,TO ALTER THIS DOCUMENT OJOO 8� ,,� • J,x 1'�7 8' t"r�,�' r 28 ti U Eas Ran o `ee SITE�ard Or o SITE NO:ALBERTSON(MARINE 2 5A(C) 03 c, O 109 ,s 14 CANAL ;7. .s m >m a m 61405 MAIN ROAD ,os 1.8A(c) �1 Z25 03 a3 SOUTHOLD,NY 11971 „ ,� 4L is „Oe• „o `Z�. �� Fb co Cedar Beach �� ' ,r� \ 1A Q C SUFFOLK COUNTY �, �� 3 ¢/ F .� o. Al ��+` `� � \ RO• ,., � __ �+'� $ 3� � � i SITE TYPE: mhater Ter Orchard Ln 150'4"CONCEALMENT POLE COFYIUGHT0302T,A9MTIH FNGOIFPROTG P.C..I2.0 ALL i — RIGiY1H RBSERVED 1' C 4 AND LL N TIE IFORMATION WTNnm HEREIN IS t T"AUTlpiliED A FOR USE IXRY BYIXGARtt FCR MIW TE v - )� Ma Prepared b xwN wes<oNrRAcrm oR D IT Is m. ad I I NOTE: P P Y DRAw1ND MAY NDT eE COPED REusm.Toa<LD—. A U� Town of Southold Geographic Information System I—TED."E Eu— ��q�R� July 29,2016 a ENTJNEERINO P<.GC N P 1. PARTIAL ZONING MAP IS BASED ON ZONING Suffolk County Real Property Tax Service Agency L_ MAP PREPARED BY THE TOWN OF SOUTHOLD sHEErnnE: i AREIS and Tax Map Copyright 2016, GEOGRAPHIC INFORMATION SYSTEM DATED Count of Suffolk,NY 07/09/16. y ZONQVG INFORMATION Z 0 SHEET NUMBER. 1 PARTIAL TAX MAP G�; A E N.T.S. 2 ZONING MAP Z-04 a 0 0 � FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB '^ ENGINEERING,SURVEYING, LANDSCAPE ARCHffECTURE AND AZ I M U T GEOLOGY,P.C.,ON MARCH 29,2023. - - - - p P L W Z o J W W FRESHWATER WETLAND O a BOUNDARIES DELINEATED BY VH8 O • ENGINEERING,SURVEYING, $a {I'r LANDSCAPE ARCHITECTURE AND EV ` •`C GEOLOGY,P.C.,ON MARCH 29,2023. O . SOUTHOLD ,� L� LIMLTS OF CLEARING,GRADING AND GROUND DISTURBANCE WETLAND W2 dG��i. ALL PLO ■ cTO 5�0 , : PROTECT YOURSELF / below. FOR STATE SPEOFIC DIRECT PHONE NUMBEPS NST y T.WWWCML"11ON.0 l •, SOA1E' MARW er. pE[RCD ev AS SHOWN WAS JKM . * 8 OS/18/23 DPER—MINTS JCM JWS 14 W—M RED PER COMMENTS JRF JWS LIMITS OF NYSDEC FRESHWATER ,F�� SEDPER-HVN7S JRF JWS WETLANDIOOFOOTADJACENT - - 3 LIBJTCOMMENR JCM Jws AREA AND TOWN OF SOUTHOLD WETLANDJURISDICTIONALAREA 4xitierlsonON4&W ♦ 2 HBiTCCMMENR wPK wPK W < ` LENTCOMMENTS WPK 1W1 + .. ,eale;t ml ' MBNT COMMENTS JCM JWS .01 y 1 HBJT COMMENTS JCM fWS 1 REwse —COMMENTS JCMI Ws �. REV DATE DESCRIPTION W yr yrR[ .� •a SSE OF NEWY Ef g �yY K A t • Vol WETLAND . IJERKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER 09537+-1 + IT IS A MOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT. '. OF THE RESPONSIBLE LICENSED PROFESSION ENGINEER,TO ALTER THIS DOCUMENT. SITE INFORMATION: r SITE NO:ALBERTSON MARINE 61405 MAIN ROAD FRESHWATER WETLAND SOLTTHOLD,NY 11971 BOUNDARIES DELINEATED BY VHB • ENGINEERING,SURVEYING, Q SUFFOLK COUNTY LANDSCAPE ARCHITECTURE AND UMRS OF NYSDEC FRESHWATER GEOLOGY,P.G.,ON MARCH 29,2023. SITE TYPE: WETLAND 100 FOOT ADJACENT 2 S AREA AND TOWN OF SOUTHOLD 150'4"CONCEALMENT POLE WETLAND JURISDICTIONAL AREA mPrwDT3T o»zT,nnylTmT ta+cRveERB+c P.c.,uc Au RIGHTS-- ET`- M NL IM US THE In8LRM MNEO HERON IS 3 SE ONLY BY THERiY"Fpi WiDM TIIE �IWNS MTY NOTT8E0"CLPI S BVTED OR RELIED UPM ANr D_MIRPOSE WTHWT THE Ep SR WeTTEH YNT at.PUUTv G EERNG i SHEET TITLE: z 200'RADIUS PLAN z 0 rSqjEfTTGRAPHC9CAE N.T.S. Z-05 1 WO'RADIUS PLAN BN�D Souttlola Town � Board of Trustees o_ I~ 0 N OI /�ZIMUT� FRESHWATER WETLAND ELITI,•�° - BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTURE GEOLOGY,P.C.,ON MARCH 29,2023. ��fZF 7 PROPOSED I50' SOUTHOLD CONCEALMENT POLE NAver�zon O WEIJOAND FRESHWATER WETLAND �� BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, WETLAND O pW2 arwi (•�'� PROTEcr.ouesELF LANDSCAPE ARCHITECTURE AND 'L a (�1J L o�. 1A at GEOLOGY,P.C.,ON MARCH 29,2023. O m,:below. S� \a '� •_. Call cem�>o,�L fOR STATE SPECIDC DIRECT PHONE NUMBERS 30 450t 1O D D) �� ' , � evr wWw.cALLan.caM 0 ST JJ.1tERSE� r scuE:.. DRAvm B.: RADIUS Tp NFARE.- _. �. ,� AS SHOWN WAS wE JKM V � B OS/B(tT SED PE0.COMMENR JCM JW$ L 7 OS/OS/23 EVISED PE0.CCMIMENR JRF fWS 4j �, „� �{L � 6 M/13/23 EvlseD PEa connENrs JRF Jw5 ,� , �,,� � 5 01/03/23 cuENT conMENn Jrn Jws Z p90�B• • ; �� 4 ILIM32 uEMT caMIHENrs WPK WPK p � � 3 05r01(12 cLEMT connENrs im \O 4 DPO� P J� w p LIMITS OF CLEARING,GRADING � 'M �� Z Z AND GROUND DISTURBANCE � -f• a • LIMITS OF MalFRESHWATER Z N Z —�— WETLAND IOOFOOTADJACENT EE D O )EREM'� K McKEON AREA AND TOWN OF SOUTHOLDP r �L NEW PORK LICENSED PROffS510NAL WETLAND JURISDICTIONAL AREA 2W � w �'EG�ND ENGINEER-LICENSE NUMBER 095371-I p P IT IS A NOLATION OF LAW FOR ANY PERSON, � � R-80•PARKS 6i FRESHWATER WETLAND M-II MARINE II UNLESS THEY ARE AC11NG uNOER THE DIRECTION RECREATION OF THE RESPONSIBLE LICENSED PROFESSIONAL p ENGINEER,TO ALTER THIS DOCVMENT. '^ BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, SITE INFORMATION: LANDSCAPE ARCHITECTURE AND SITE NO:ALBERTSON MARINE GEOLOGY,P.C.,ON MARCH 29,2023. 61405 MAIN ROAD SOLTTHOLD,NY 11971 LIMITS OF NYSDEC FRESHWATER ---- ---- - ._ SUFFOLK COUNTY P� WETLANDIOOFOOTADJACENT R40RESIDENTIAI, ;1 �� g AREA AND TOWN OF SOUTHOLD � WETLANDJURISDICTIONALAREA ,' '-""" TETYPE, •� ,� 'i5i�•h4 C,� CEALMENT POLE COPYRJGEj7�E3 NITiH ENGQIPERQIG P.C.,LLC ALL GHTS RESERVED O A �RIiEO fOR U i�E MFORUATONq ONiAI�NE��RTM�IS TMw�K7was<urR rzD DLRT Rio RNou Ir Is crnnDED n OLA'M 0 BE COPIED. EUSD).DISCLOSED. OIERiSU�EO DR LIED UP v 01HER PURPOSE �lrWT ME E 55 WM1TIEN�CONSENT OF niIMUM NOTE $C?lfif;7lrj Tf`rlfl �- - ry AERIAL IMAGE BASED ON GOOGLE MAPS.QATA 2019& -": SHEET nTIF: a SUFFOLK COUNTY,NEW YORK FRESHWATER ��yp�pN z WETLANDS GIS MAP INFORMATION DATED 09I07/2018 0 SHEET NUMBER' 1 VICIl�TITYPLAN °�^P'°"`^� N.T.S. 05 Z-os IM FI-:1:'I'. Q — ° I i 0 1 AZIMUTH ENC-,INEEF41 Nf3 P. . Albertson Marine Abutters List EE�ITEVqE-" RS LP District Section Block Lot Owner Owner's Address uR_y�I �IvauoER i 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 FtRF. 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 SOUTHOLD 1000 56 1 11.2 Angela Norton 610 Pond Avenue,Southold,NY 1971 I OEp•(. - 1000 56 1 17.6 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.11 Angela Norton 610 Pond Avenue,Southold,NY 1971 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 J 1000 56 3 14 New York Telephone Co. 60975 Route 25,Southold,NY 11971 RIM- - PRO E�CT VOURE^F 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25,Southold,NY 11971 Cal-MCI l mna>a aE FOR STATE SPECIFIC DIRECT PHONE NUMBERI'] 1000 56 3 1 Main Road Brokerage LI,LLC 61505 Route 25, Southold,NY 11971 NSIT:WWWCALLBII.COM j SCAI£: DRAYM BY: CHECxED BY:AS SHOWN WAS JKM I 1000 56 3 2 Emmanuel&Toula Leodis 61575 Route 25,Southold,NY 11971 }— 8 05118n3 RMSEDPERCOMMENTS JCM JWS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 7 05105123—IEDPERCOMMEN JRF JWS 6 04113123 REVISED PER CC.ME— JRF JWS 5 01103n3 CIIENTCOMMENTS JCM JWS 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 a I2114127 CDENTODMMEN S wPK wPK 3 06MI CLENTCOMMENTS WPK JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 11971 3 srlonz CHENTCOMMENR JCM fW5 I 04105n1 CUENTCOMMENTs JCM JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 0 12CL3n1 REVISEDPERCOMMENTS JcM Jws REV DATE DESCRIPTION D eYwN " 1000 56 5 7 Margaret Dato 445 Budds Pond Road,Southold,NY 11971 >—— ----- -m� <E OF New I 1000 56 5 8 Ecka Grando 545 Budds Pond Road,Southold,NY 11971 y N I(Ag qa 1000 56 5 9 Suffolk County 64 Budds Pond Road,Southold,NY 11971 s 1000 56 5 10, Marcia Jurinovic 745 Budds Pond Road,Southold,NY 11971 �Dq° 0B6' 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road,Southold,NY 11971 ER K McKEON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 NEW PORK CENSEN PROFESSIONAL ENGINEER-LICENSE NUMBER 095374-I 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY U 971 �1F IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECDDN OF THE RESPONSIBLE LICENSED PROFESSIONAL i ENGINEER,TO ALTER THIS DOCUMENT. J 1000 56 6 1.1 Eli Green&Dalton Route 25,Southold,NY 11971 _ r S1,TE INFORMATION: f:` I 1000 56 6 1.2 Suffolk County 61330 Route 25,Southold,NY 11971 ( , �� I' N - ;" I SITR fI�jO:ALBERTSON MARINE t 1000 56 6 2.2 Budds Pond Marna Inc. 61500 Route 25,Southold,NY 11971 i ' I II P405 MAIN ROAD ,fSOUTHOLD,NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 i 1 A U u .3 1 2023 UFFOLK COUNTY s SITE TYPE: L 150'€R CONCEALMENT POLE ��.�•��cvfTl,-' �COPYAICFITm]°2lAZIMUTHENG03EERIfIG P.C..LLCALL 9�14T I RIGHTS REBERVED -IISITMRAq=G AND ALL THE INFORMATION CONTAINED HEREIN IS O ED FOR USE ONLY BY THE PARTY FOR WHOM THE WORN O i WAS CONDUCTED OR TO M..IT IS CERRFlEO. S OR NO MAY NOT BE COPIED.REUSED.DISCLOSED, I D ETPIW DI OR RELIED UPON FORI NY OTHER PURPOSE T THE EXPRESS WRI SENT OF A➢MUTH ENGNEERING P.C.,LLC CI N Z ;SHEET TITLE: a ; 200'SL 500'PROPERTY s z o ; OWNERS LIST HSHEET NUMBER. � 1 PROPERTY OWNERS LIST Z_07 1 ... .. . . ... . .. .. . .. .. ... ... . . ... . . . .. .. ... ... . .. .. .. .. a NOTES: M N I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. !� 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND SURVEYING P.C.SIGNED 3 o BY STEPHEN E RAVN RE L.S.LICENSE NO.49664&DATED 10/24/18) O 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 g un\j PROPOSED MESA CABINET(BY N ANALYSIS. TOWER DESIGN TO BE BY OTHERS. ti S. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. 3 PROPOSED 8'-0"x OR PREFABRICATED ELITE)TO BE INSTALLED A ® AZIMUTH! ,p 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O EQUIPMENT PLATFORM WITH HANDRAIL PROPOSED TREE(T'YP OF 34t) H-FRAME AND ELEVATED ABOVE® 1 KIT ELEVATED TABOVE GRADE ON EMERALD GREEN ARBORVITAEV-0"TALL MIN. FLOOD ELEVATION ® ENGINEERING PC. I PROVIDED A REPORT. o CONCRETE PIERS ( ) i N PLANTED IN STAGER PATTERN TO CREATE (SEE DETAILS 1&2,SHEET Z-17) MAXIMUM CONCEALMENT(BY ELITE) - - (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME (TYP.OF 2)(SEE DETAILS,SHE Z-17) ELITE,TOtVERS LP \'."vca:'a•"urmymm l��.a-c EaFcv PROPOSED H-FRAME MO PU�'hFED I I LIMITS OF CLEARING,GRADING _— TRANSFORMER(BY ELITE-ft AND GROUND DISTURBANCEYL2 _ ® F1RF 0 o 0 O o 0 0 0 0 0 o 0 —®� oA .A� SOUTHOLD j O O O O O O O O O O O O PROPOSED POWER CONDUIT QEP ROUTED FROM TRANSFORMER TO METER BANK O (SEE DETAIL I,SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE y O ® - - — — — IV-0"A.G.L.(SEE DETAIL 4,SHEET Z-14) ft TO I O Z O PROPOSED VERIZON WIRELESS �On� UTILITY METER MOUNTED IN m m OPEN SOCKET(BY ELITE) p - - I O wsulGuc«mYOmR r .rz 1 FUTURE CARRIER I _ FUTURE CARRIER Z O I 0 UIPMENT AREA UIPMENTAREA abelGw. °� Call mare FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK I, -IT.wWwwueu.coM , O I WITH DISCONNECT(BY ELITE) A<E — TO BE INSTALLED ON H-FRAME AND oRew,+er: aEcsEo e.. L — — — — — w ELEVATED ABOVE FLOOD ELEVATION EO SHOWN WAS JKM / t — I ® 8 O$/I B/23 REVISED PE0.COMMENTS JCM JWS W O PROPOSED FIRE DISTRICT CABLES ROUTED ON— I H PROPOSED 12'-0"WIDE ACCESS 7 05/052 REVISED 3 PER COMME— JRF JWS � PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6%0')(BY ELITE) A D4/1323 REVISEDPERCOMMENTS JRF Jws ROUTED ON PROPOSED CABLE BRIDGE TO TOWER j \mot I EQUIPMENT TO PROPOSED TOWER(TYP OF 1) / w (SEE DETAIL I,SHEET Z-13) 5 01/0323 CLIENT COMMENTS JcM Jws ; O P OF 4 PER SECTOR,12,1 (TY TOTAL —) I W I ® 4 12/1422 CIIENT COMMENTS WPK WPK PROPOSED VERIZON ANTENNAS&EQUIPMENT 3 06/0122 CLEINTCOMMENTS WPK Jws -- �- (BY VERIZON WIRELESS)WITHIN PROPOSED ® 2 51102 PMT 2 cUCOMMENTS JcM Jws O r =�- _ -- _ CONCEALMENT POLE(SEE SHEET Z-09) �W I . 185-TO WETLAND W2 1 D4/052 LIEN 1 CTCOMMENTS JcM ----- ---- E� I o ( L — — — J w ` I. 0 1212321 REwsED rtx COMMENTS JCM JWS 1{ I 1 REV DATE DESCRIPTION °SYT"" "eED O J I PROPOSED ISO'MULTI-SECTION I w Z-11 T I I MULTI-SIDED RADOME ZE OF NE{yy O CONCEALMENT TOWER(BY ELITE) I w eNy KA+Sy-FO?y�, I I PROPOSED 70'-0"x 35'-0" I * w (2,450 SQ.FT.)EQUIPMENT w r > COMPOUND(BY ELITE) FUTURE CARRIER p I� I I 7 EQUIPMENT AREA I � ®I o h ' // L - - - - — — -� ~ _-'ryam �� — �_ �L✓� :T -- !'I �- �� 4v; :� J u=' s.•� KMcKEON E E E ET E T E E L E E J51 i J""� -� - n�^-�3 JGE `,PORK LICENSED PROFESSIONAL 104GINFsF -LICENSE NUMBER:095374.1 1 Cl — 70-OnI,'f EIS A HV10(ATION OF LAW FOR ANY PERSON, I P? y UAL S$,7ryE ARE AC NG UNDER THE DIRECTION PROPOSED 6'-0"HIGH BLACK 1 I < r` f� OF�TEINGIiE ,TO ALTER LICENSED OCUPROFESSIONAL. CHAIN LINK FENCE(BY ELITE) \ p I d "J `�J�3 ENGINE R,TO ALTER THIS DOCUMENT. 1 �) SIT INFORMATION: sEE�ETAIL-I�HEE�Z--13) SITE N `ALBERTSON MARINE - PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO PROPOSED VERIZON WIRELESS 10'-0"x 20'-0"STEEL PLATFORM CONDUIT(BY VERIZON WIRELESS)ROUTED FROM METER RACK& I (BY VERIZON WIRELESS) WITH 42"TALL HANDRAIL&8'-6"TALL MESA CABINET TO PROPOSED PPC&TELCO CABINET ON ® "------- Ra�L"ff+ =t>aR9_8S 61405 MAIN ROAD STEEL CANOPY(200SQ.FF.)IN A 10'-0"x 20'-0"LEASE AREA(200 SQ.FT.) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) w I _ SOUTHOLD,NY 11971 I (SEE SHEET Z-09) SUFFOLK COUNTY LIMITS OF CLEARING,GRADING ' LIMITS OF NYSDEC FRESHWATER j SITE TYPE: j AND GROUND DISTURBANCE EXISTING BUILDING w WETLAND 100 FOOT ADJACENT 150'V CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD j \\\ WETLAND JURISDICTIONAL AREA A COLT GHT020LT. lOS EERVEDRENGP.C.,LLCALLIMGHT \ v TMAUTHD 1. FOR USE ONLY BYIS DR-NG AND AU-THE RTHE PARTY FOR WHOMRME EIN IS 1 PROPOSED VERIZON WIRELESS UNDERGROUND WORK WMI E MAY NOB E C 1.OPIED,ei.,EIS CEENTFIEDISCUDIci TM�S NOTE POWER&TELCO CONDUIT ROUTED FROM UTILITY maTRRIBUTED OR RELIED UPONFOR ANY DTHER PURPOSE WTMDUT M EIPREES WRITTEN CONSENT OF AZIMUTH SILT FENCE,STRAW BALES,AND OTHER EROSION AND SILT POLE TO TRANSFORMER&MESA CABINET ENGNEERINc P.C.Uc CONTROLS WILL BE INSTALLED AND MAINTAINED DURING SHEET TITLE: - PROJECT WORK,AS NECESSARY,TO PREVENT ADVERSE IMPACTS ON WETLANDS. COMPOUND PLAN 1 1 z I w cRAPxsscASE 4 0 4 eSCALE:l/4"=1'-0'FOR 22°x34°DRAWEVGS SHEET NUMBER: n-08 1 COMPOUND PLAN Iw Ergo SCALE,1/8°=VV FOR 11°x17"DRAWRNGS .. . . . . . . .. . . . . .. .. . . . . . .. . ... . ... . . . . . . .. ... .. . . . . . . . . . .. . .. . . .. ... . ... . . ... ... .. .. . .. ... .. . . . . . . .. ... .. ... .. . .. . a � i I 41 I I - lAZl, UTH IFUTURE CARRIER ENEERING P.C. s EQUIPMENT AREA I PROPOSED 150'MULTI-SECTION -------------- ----------( ME o MULTI CONCEALMENT TOWER(BY ELITE) R• ' L- — — —— — — — — — — — — — — — — — — — —— — — — — — —— — - - — — ELITL1TO�FL•RS LP Imo:,. r - - - - - - - - - - - arR L.PE I I I I sou LD PROPOSED VERIZON WIRELESS 24"O CONCRETE I I I PIER(TYP OF 6)(SEE DETAIL 4,SHEET Z-14) I -'J PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED 2'-0"ABOVE PROPOSED CANOPY I ■verami_ (TYP OF 4)(SEE DETAIL S,SHEET Z-15) I v I I I PROPOSED VERIZON WIRELESS STEEL CANOPY(ABOVE) PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP I --- ---- ---- -----� OF 3 PER SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), I PROTECT YOURSELF PROPOSED VERIZON WIRELESS WORK LIGHT DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6, (TYP OF 2)(SEE DETAIL Q SHEET LIGHT SHEET Z-15)&TRIPLEXER MIS.OF I PER SECTOR,3 TOTAL) FOR MOUNTING(SEE DETAIL 2,SHEET Z-IS) �Callceaalw„a¢. -`1 I FOR STATE SPEORC DIRECT PHONE NUMBERS VAST:WWWCALLBII COM r PROPOSED VERIZONBY. WIRELESS PROPOSED VERIZON WIRELESS ISCAEE MECRED BY. WIRELESS BATTERY CABINET I EQUIPMENT CABINET � AS SHOWN DRA WAS JKM (SEE DETAIL 1,SHEET Z-IS) SEE DETAIL I,SHEET Z-IS ( ) L — — — — — — — — — — —— J B 05/18M REVISED PER COMMENTS JCM Jw5 7 05105f23 NEVISEDPERCOMMENTS JRF JWS 09/1327 UE,,DPERCONMENTS JRF PROPOSED VERIZON WIRELESS CABLE JWS 5 OII03723 CuwicoMF41dT3 JCM JWS RRH RRH RRH RRH y BRIDGE(SEE DETAIL 4,SHEET Z-14) Y I2/14a2 wTconnENa WPK WPK PROPOSED VERIZON WIRELESS 3 osml2x cEr:.�NrcaMMENrs WPK JWS DISCONNECT SWITCH MOUNTED TO PROPOSED H-FRAME PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES 2. 5/10/22 COENTCOMMENTS JcM Jws ROUTED ON PROPOSED CABLE BRIDGE TO TOWER I G4/05/2I cuENTCOMnENTS JcM Jws (TYP OF 4 PER SECTOR,12 TOTAL) o I2a321 Re"sEO PER mnnwTs JcM Jw5 L L -J REVI DATE I DESCRIPTION OI H— I � BY y4PEOF NE{yYq� _c�NY K AIGTF' N r o 0953 M 6 I jpADRSSIORE��/� �jEREM1�K McKEON NEW YORK LICENSED PROFESSIONAL c ENGINEER-LICENSE NUMBER:095374-I r------------ ---- IT IS A MOLAT10N OF LAW FOR ANY PERSON, U ESS THEY ARE ACTING THE DIRECTION OF THE RESPONSIBLE LICENSED UNDER PROFESSIONAL I - ENGINEER.TO ALTER THIS DOCUMENT l SITE INFORMATION: �I SITE NO:ALBERTSON MARINE ��-- I I PROPOSED VERIZON WIRELESS UNDERGROUND DvPg= —��!'� f i'-,J; E, T-o POWER&TELCO CONDUIT ROUTED FROM UTILITY Fl� i 61405 MAIN ROAD �, JJ F,•._ �+ �; � ��, I POLE TO TRANSFORMER&MESA CABINET fr ! I (SEE DETAIL I&2,SHEET Z-12) SOUTROLDT NY 11971 i )'), $` >I J O I I ` / I O I SUFFOLK COUNTY 1 l (( / S°S / m lL, Ci l�U V !l)L`: f I — — — — — — — J L — — ZO—O"f — — J 1- LIj gif ��I.� F PROPOSED VERIZON --- ------"----- --- SOJLII:old l.gwl WIRELESS 42"TALL HANDRAIL F T T T T T T T T mPrR cxromu,N INTS swenvWeu RwoP.c.,uc Al, PROPOSED VERIZON WIRELESS WORK LIGHT aLL THE wFORMARON CONTAINED HEREN IS S "AUR ORIZEO!OR E ONLT BY NE PARtt FOR M 0M HE PO?Til of T2s,eas (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) �—E E E E E E E E E E E waRN was cFOR USE OR TO T`E IT Is aR m.THIS '-------- .. wsTaeu"T OR ASUED UPON FOR"E"1Nr IS DISCLOSED. > _ wTNa1T THE EMPRESS"T"Tlw CONSENT OF AawTN w EN—ERN ..uc. 0 SHEET TITLE: 1 z a PROPOSED VERIZON WIRELESS POWER&TELCO EQUIPMENTPIAN CABINETS MOUNTED ON PROPOSED HANDRAIL I m 1 EQUIPMENT PLAN c SHEET NUMBER. RAPxIcscAIE 3 D 2SCALEJ/4'-I'4'FOR22Y34'DRAWINGS Z-09 a — SCALE:3/B•-CO•FOR 1 PY17'DRAWAIGS i o 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) I m "'093 PROPOSED CONCEALMENT POLE ANTENNA - 'zoo. PROPOSED CONCEALMENT POLE ANTENNA I I MOUNT(COMMSCOPE PART NO.MTC37319) 9 MOUNT(COMMSCOPE PART NO.MTC37319) i �3F� (TYP OF 2 PER SECTOR,4 TOTAL) 3rRO (TYP OF 2 PER SECTOR,4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECTOR a, (SEE DETAIL S,SHEET Z-IS) (SEE DETAILS,SHEETZ-15) 3TOTAL)(SEE DETAIL 6,SHEET Z-IS) ENGINEERING P.C. O G�O S.P S'P PROPOSED 40"DIA. it-- ----_ -_ � PROPOSED 40"DIA. PROPOSED 40"DIA O� MULTI-SECTION-MULTI-SIDED I �., �O ( RADOME CONCEALMENT POLE .I MULTI-SECTION-MULTI-SIDED SSG t� MULTI-SECTION-MULTI-SIDED SEGJ'CT 'j EL1TE TOWERS LP ,I RADOME CONCEALMENT POLE P��APSAv RADOME CONCEALMENT POLE P��LP �rA 1 PROPOSED 6"0 I PROPOSED 6"0 C2 F�RF- MAIN PIPE MAST ® ® Al MAIN PIPE MAST ® ®° /A 2 SOUTHOLD i B I B2 PROT:CT YOURSELF PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA I • _ _ MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE PROPOSED 6"0 MAIN PIPE MAST (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) r,bdow. (SEE ANTENNA SCHEDULE ON THIS SHEET SEE ANTENNA SCHEDULE ON THIS SHEET Call mroapSP¢. ) ( "/ FOR STATI:VSyT WWW.CALL811COM NUMBERS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE SCALE' ORAMN BY. CNECNED Bx: O j O j AS SHOWN WAS JKM l (TYP OF 2 PER SECTOR,6 TOTAL) G'``J� (TYP OF 2 PER SECTOR,6 TOTAL) Qy ti� (SEE ANTENNA SCHEDULE ON THIS SHEET) P ti� (SEE ANTENNA SCHEDULE ON THIS SHEET) 8 0511823 REVISEDPERC°MMENTS JCM JWS l 05/05/23 REVISEDPERCOMMENTS JRF JWS 04/13/23 REVISEDPMCOMMENTS JRF JW5 5 01/03/23 CUENTCOMMENTS JCM JWS 4 12/14/22 CLIENT CIX MENTS WPK WPK 3 06/0122 CLEINTCOMMENTS WPK JWS j 2 5110122 CLENT-I'tENTS JCM JWS III I F57E CDENT CCN1MENTS JCM JWS j 0 1223121 REVISED PER COMMENTS °""�"JCM JWS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'-1"A.G.L. °w" N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2"A.G.L. °"� °L"P`E°EFCCA'E N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS N.T.S. . I REv DATE DESCRIPTION S00F NEk Y °'t.°f7F'Y K MG5-F� I � � I I t I I Fo NO Dss3� ANTENNA SCHEDULE j ER K McKEON � NEW YORK LICENSED PROFESSIONAL j ENGINEER-LICENSE NUMBER O95374-1 PROPOSED ANTENNA AND RRU CONFIGURATION IT IS A'AOLATON OF LAW FOR ANY PERSON. U ANTENNA N ESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU n SITE RMATION: �1.i° P=-f7l ° SITE NO:ALBERTSON MARINE 1 � T € SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS j Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/666a NEW 61405 MAIN ROAD La f i SOUTHOLD,NY 11971 W13 '� ;Jl'�=; a' A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' RRH B5/B13 NEW j -ti'-ti I RT-8808-77A SUFFOLK COUNTY B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW SITE TYPE: SC void"Ibi`n RRH 135/613 1501-0"CONCEALMENT POLE Board of T Lisfees m B2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220 NEW >-- - ---� RT-8808-77A COPYRIGHTO mZ).AZIMUITIENGOREeROJG P.c.LLC ALL 1 RIGHTS RPSERVED C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW TH6UTH OSO WO ALL THE INFORMATION CONFORM OM THE IS O THMIZEO FOR USE ONLY BY THE PARtt FOR MOM TiE KOW WAS CONT1ACM OR TO MOM IT IS CmTFlm.THIS DRAG MAY NOT 8f COPIED,REUSED,DISCLOSED. STRI-TED OR REUED UPON FOR ANY OTHER PURPOSE > RRH 65/1313 OY WT THE EIPPE S MPoTIEN CONSENT OF ALMUTH a C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW EERNG P.C.LLC. RT-8808-77A 'SHEET T TITLE: -- - ANTENNA PLANS& ANTENNASCHEDULE N "SHEET NUMBER: Z-10 --- - - - - a TOP OF PROPOSED FIRE o PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNASo ANTENNA MOUNTED AT TOP OF EL=164'-10"t A.G.L `= CONCEALMENT POLE(TYP I) N (SEE SHEET Z-Z-16) N PROPOSED 5'-0" TALL PIPE MOUNT(TYP OF 2) PROPOSED FIRE DISTRICT JAZIMUTHJ� EQUIPMENT(SEESHEETZ-16) ENGINEEFNNG R.C. TOP OF PROPOSED TOP DIAMETER OF RADOME CONCEALMENT POLE _ MULTI-SECTION MULTI-SIDED - EL=150-0 3AG.L o CONCEALMENT POLE=40" - ELITE1TO�VERS PROPOSED VERIZON WIRELESS ANTENNA III," ANT f"W" MOUNTED WITHIN CONCEALMENT POLE PROPOSED ANTENNA _ (TYP OF 2 PER SECTOR,6 TOTAL) CENTERLINE=146'-1": A.G.L (SEE DETAIL I,SHEET Z-14) I F1RF - PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) PROPOSED ANTENNA (SEE DETAIL 5,SHEET Z-15) CENTERLINE=141'-2"3 AG.L. SOUTHOLD ' BOTTOM OF ANTENNA SECTION I I QP EL=138'-0'f AG.L i I � I _ FUTURE ANTENNA !I CENTERLINE=132'-0"t A.G.L '1� k vemo hB0 OM OF ANTENNA SECTION PRo Ecr vou"s5 EL-126-0 fAG.L s w I I I a ZQ I Call neroa lro as o U Z FUTURE ANTENNA FOR STATE SPT:W DIRECT PHONE NUMBERS — ( NSIT:WwW.CALlB11.COM I "' O CENTERLINE=120'-0"t AG.L 1 SCAlE: DRA.BY. CrECNEO BY I O~ AS SHOWN WAS JKM 0 I a O$/IBR3 REVISED PE0.COMMENTS JCM JWS hBorr' OF ANTENNA SECTION ti 7 05/05R3 REVISED PER COMMENTS JRF JWS EL-114-0 A.U.L. 6 04/13/23 REVISED PER COMMENTS JRF JWS s 01103R w 3 CuTCOMMENTS JCM JWS I 4 12/14/22 cuwT COMMENTS WPK WPK 1 I 3 06101 R2 CLEINT COMMENTS WPK JWS FUTURE ANTENNA 2 5/I0/22 cuwrcaMMENn JcM Jws I I CENTERLINE=108'-0": AGL. . I 1 !qV 1 I 04/05RI lCUNTCC11MENTS i fCM i JWS 0 12R3RI REVISED PER COMMENTS JCM fVJ$ I I� PROPOSED FIRE DISTRICT CABLES ROUTED REV DATE DEscRIPi10N o a HEYRm hBOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE EL=102-0 A.U.L.f DISTRICT ANTENNAS(TYP OF 1) t"s KI1}WYO e q-Fop� III � y lil i _ FUTURE ANTENNA r_a� ! - CENTERLINE= 66'-0"3 -G L `�°09s3T° I I PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON p'4i6S�10RP� I PROPOSED CABLE BRIDGE TO TOWER(TYP OF 4 PER SECTOR,12 TOTAL) Y!% BOTTOM OF ANTENNA SECTION I PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 ��ERLIWY K McKEON EL=90' TOTAL)(SEE DETAIL 2,SHEET Z-14), NEW YORK LICENSED PROFESSIONAL DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-15)&TRIPLEX ER ENGINEER-LICENSE NUMBER:095374-1 ' (TYP.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) --<I I I, UNLESS THEY AREN IT IS A I.LAT.NACTING UNDER THE DIRECTION.1 LAII I.R ANY FUTURE ANTENNA N �—CENTERLINE=84'-0"f AG.L OF THE RESPONSIBLE LICENSED PROFESSIONAL BASE DIAMETER OF RADOME I � I I ENGINEER.TO ALTER iH15 DOCUMENT. MULTI-SECTION MULTI-SIDED I Ih _ __ SITE INFORMATION: CONCEALMENT POLE=40" 1 1 i-^------ -----� ! 1 PROPOSED 12'-0"WIDE ACCESS GATE(TYP OF 2 x 6'-0")(BY ELITE)(SEE DETAIL I,SHEET Z-13) {SITEND:4LBERTSON MARINE I PROPOSED MESA CABINET BY ELITE 44,,1 TPOF BASE POLE BOTTOM OF ANTENNA SECTION ( )78=0"t A.G.L EL-780 3 AG.L. : ¢.: ;6MAIN ROAD PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON4'-0"x 6'-0" :•PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) OLD,NY 11971 I LS14OLK COUNTY BRIDGE(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) 3 r A U G 1 PROPOSED VERIZON WIRELESS L j 1!1 SITE TYPE: I STEEL CANOPY(ABOVE) PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) r 150'4"C NCEALMENT POLE I TOP OF VERIZON WIRELESS GPS UNIT EL=13'-6"t X.G.L. PROPOSED VERIZON WIRELESS GPS PROPOSED ED X 1 OV PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL S-_- KIT ELEVATED 3'ABOVE GRADE ON CONCRETE PIERS i aCo::��;:I,OeBii � � l ANTENNA MOUNTED ON PROPOSED (SEE DETAILS 1&2,SHEET Z-17) + cowwcxTo m{D,Avsnnll FNcwEERRvc P.c.,u.cau.J-TOP OF VERIZON WIRELESS STEEL CANOPY CANOPY SEE DETAIL 3,SHEET Z-15 -_ -i'IC f:�L i��SlcES EL=I I'-6"t A.G.L ( ) — — TOP OF FIRE DISTRICT EQUIPMENT CABINETS '-"^--^---�------- - T RIGHIS RESERVED vEL=I V-0"t A.G.L �—I'r+p�FR&rervi OH Au InE INFoaTHnPA PARTY FOR Eo OM THE Is PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& 1HORRED FOR USE ONLY BY illf PAflTY FOR MOM TME > BATTERY CABINET BEYOND SEE DETAIL 1,SHEET Z-IS F.was cHET RED oR ro w"oM IT Is cERMED s TOP OF VERIZON WIRELESS CABINETS ORAw1N0 MAY NOT BE CIED.REUSED.DISCLOSED. DIStRIBURD OR RELIED UP-ON'FOR ANY OMFR PURPOSE wiHour THE EENMNEERING PC.U-C T OF ADMUIH w (BEYOND)( ) EL=9'-8"t A.G.LQ PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE =! , TOP OF CHAIN LINK FENCED SHEEr TITLE: (BY ELITE)(SEE DETAIL I,SHEET-13) O O EL=6-0 3 A.G.L ! GRADE EL.= 0'-0"AGL ', BOTTOM OF ALL EQUIPMENTS ELEVATION 0 5'-0"AMSL EL=3'-0"t A.G.L ------- ------ r SHEET NUMBER �7 cRAExlcscw� 5 0 5 ISCALE:3/16"=1'.0'FOR 22S:34"DRAWINGS ! Z-11 1 SOUTHEAST ELEVATION N tEETI SCALE:3/32'=VV FOR 11'.17'DRAWINGS a F FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS f 2'-0"t I EXISTING GRADE AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS - - _ OR ASDIRECTEDBYTHEENGINEER OR AS DIRECTED BY THE ENGINEER '1=III-1�� 11 �1" " — -1I1-1 =I I1= WARNING TAPE 2 4"* WARNING TAPE TI 2'-4"* I I Z M q H ENGINEERING P.C.WARNING TAPE ___ _ ___ REN_- ----------- - --- --- ----- ---- _ o O COMPACT FILL(90%)ORAS PER UTILITY - III Z _ _ UNDISTURBED SOIL Z _ ______ _ _ UNDISTURBED SOIL `V Q _ _ REQUIREMENTS COMPANY E _ _- III IIII II ELITE TO�VL•RS LP Eaa� — — -- -------- �IIIIII IIIIII_I i�—� ' __ _ _ _ _ _ CLEAN FILL COMPACTED - __-_ __ _ _ CLEAN FILL(COMPACTED IN 12"CONTROLLED LIFTS) �D -_III --____-_--_--___-- I IN 12"CONTROLLED LIFTS) - I-_ 6„ UNDISTURBED SOIL F�RF I — —' _ =I .'MIN .. 'Mlt�l .III= = MIN :. .... MIN SOUTHOLD EP I — I NO CLEAN SAND -- " CLEAN SAND —L _I III_ III— - —III— (1)2"PVC ELECTRIC CONDUIT - III-I CLEAN SAND SUITABLE III III—1 — —III- — —I 4"0 SCH 40 TELCO CONDUIT (2)4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) I " FOR CONDUIT BEDDING NOTE: (1)2"PVC TELCO CONDUIT NOTE (2)4"PVC TELCO CONDUIT MI-0N 2"0 SCH 40 PVC ELECTRIC 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 I PROTECT rouasELF 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL COMPACT IN 8"LIFTS.REMOVE ANY LARGE ! ! cRAPxlc scAlE GRAPHIC SCAIE ROCKS PRIOR TO BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G 1 DEMARC TO SHELTER TRENCHING DETAIL 0 PEEq N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL NPEPD N.T.S. UTILITIES PRIOR TO DIGGING. ,.,below. IX 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G I ..ex. TRENCHING. I FOR STATE SPECIFIC DIRECT PHONE NUMBERS I VISIT:WWW CALLa11.COM MATCH EXISTING RIGID STEEL EXISTING MATERIAL&GRADE RIGID STEEL CONDUIT CONDUIT PLUG - GRADE EXPANSION COUPLING DRAWN BY wEaEO M 3 JOINT SERVICE TRENCH DETAIL O�IW'PEEOSCA'E N.T.S.��SHOWN _ WAS JK JI�III 1 IE�IEz�I ---- - CLEAN BANK RUN GRAVEL GRADE 7 OS/05/23 REVISED PERCOMMENTS JJRF JWS :o _-- ' ---- 3/4"GRAVEL STONE s 01/1323 REMSEDPERCOMMENTS JRF JWs BACKFILL WITH NO STONES I GREATER THAN 6". COMPACT - s 01/032T NENTCOMMENTS JcM Jws _ _ TO 95%MODIFIED PROCTOR. /j�/j�//�// /j��/j /jam/j�//�// ��/j\�/j\�/j Z 3/4"CRUSHED STONE 4 Ivw/zi NENTCOMMENa wPK wPK --- \ \,\\�\\� (N ASTM C33,SIZE NO.57 YELLOW WARNING TAPE 3 OWOIR2 CLEWTC MENTS WPK JWs II 6"WIDE UTILITY WARNING TAPE - - •1= MARKED"CAUTION-GAS MAIN" 2 s/1o/2z CUENTCOMMENR JcM JWs O I_I Z 00000000000000 000000000 020 cuwr PER COMTS JCM JWs 91 TRACER WIRE(SEE NOTE#3) g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Ivz3al REVISED PERCOMMwTS JcM Jws dl-II�I�IICIIL=11 MINIMUMI.5"I.D.PEPIPE REV DATE DESCRIPTION °PAYN BY B NOTE RIGID STEEL CONDUIT tE OF N% ytP Y K 4f, 1. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. PVC PIPE COMPACTED SUBGRADE °2 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTE RIGID STEEL TO PVC ADAPTER 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO WEED BARRIER"TYPER" ' UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE 1. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C.SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE ``ao oasa"I CONDUIT TO SERVICE PANEL NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2. IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUNDox� INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL COMPLIANT IFGC SECTION 404.15.3. TO SCH.80 caAPxlcscAu=. 4. SPLICE BETWEEN STEEL GAS PIPE&PE PIPE TO BE THREADED. 6 GRAVEL COMPOUND DETAIL IQiM3+T, N.T.S. ! —J� 1 ERLM= K McKEON 4 GAS TRENCHING DETAIL G";e ENGINEER-LICENSE NUMBER:09537 N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STUB-UP PE`"� N.T.S. NOTE: NEW YORK LICENSED PROFESSIONAL 41 —� 1. PROVIDE 3"LAYER OF MULCH AS SPECIFIED - - - 1 EMERALD GREEN ARBORVITAE IT IS A VIOLATION OF LAW FOR ANY PERSON, OVER ENTIRE WATERING SAUCER AT ALL ! UNLESS THEY ARE ACTING UNDER THE DIRECTION TREE PITS OR OVER ENTIRE TREE BED. 6'-0"IN HEIGHT MIN. I OF THE RESPONSIBLE LICENSED PROFESSIONAL 2. PREPARED BACKFILL MIXTURE I PART PEAT, 1 ENGINEER,TO ALTER THIS DOCUMENT CONCRETE CAP I PART HUMUS,I PART PARENT SOIL V BACKFILL SHALL BE THOROUGHLY MIXED. II 2 STRANDS NO.12 GA.GALV. SITE INFORMATION: 6"0 SCHEDULE 40 CARBON WATER IN 12:LIFTS DURING PLANTING. p ANNEALED STEEL WIRE-TWISTED SITE NO:ALBERTSON MARINE STEEL PIPE WITH YELLOW II IN NEW RUBBER HOSE I SLEEVE FILLED WITH CONCRETE w I 2 STRANDS DOUBLE f 61405 MAIN ROAD PROPOSED TIMED LIGHT(RB P/N STL360H 1- I I WRAPPED AND TWISTED > SOLTTHOLD NY 11971 e�•1�{ '� _•;� p �, €L�) -y.-- _ (fYP OF I PER ICE CANOPY POST,TOTAL OF 4) � OEZ ZE II CIRCLED E WRAPPING ; SiFFOLK COUNT Y �GRADETPAVEMEI OR <� PAPER 4"WIDE50%OVERLAP TIED WITH FIN15PpED Gl DE STOUT HEMPCORDATTOPOF BALLAND SITE TYPE:gt ! I CUT&REMOVE BINDING FROM I AT HEIGHT OF SECOND BRANCHES 150'V CONCEALMENT POLE u. - 3"OxIV-0"LONG SCH.40 PIPE TRUNK AND AS MUCH FROM BALL ^ !U ) r1LI�J PITCH AWAY FROM TREE TRUNK ice_ t ¢E¢(; AS POSSIBLE. CUT AND REMOVE UPPER I/3 OF BURLAP FROM BALL FINISHED GRADE I COPtt GC zon,AZ@V1 DRGWEERWGP.C.,LLCALL THIS U CRAWING AND R'IDHE INFORMATION CONTAINEDCONTAINED HERDH IS ( Lz' CONCRET E FOO NG(4,000 PSI) I wGRR°was°coNian USE oR TD WHO—IS O-FIEDM.mis - I OF eUNC MAY NOT B COPIED. DISCLOSED. D if0 DR PE1tE0 UPON AN'OTHER PURPOSE I I GFCI DUPLEX OUTLET WITH NEMA TOPSOIL MIX BACKFILL W11HWT THE EXPRESS WRITTEN CONSENT of AMMVTH _ ENGINEERING P.C..U.C. O 3R OUTLET COVER(TYP OF 2) �T111=11 _ D"L d"0`TrLste.SS NOTE: I I TREE BALL SHEET TITLE. I'-0" I. MOUNT TIMED LIGHT&OUT PER VARIES TAMPED TOP SOIL CONSTRUCTION DETAILS-1 MIN MANUFACTURERS RECOMMENDATIONS MIX CUSHION 6" I'-0" I'-0" I i SHEET NUMBER IJ GRAPHIC SCAIP GRAPHiCSCA1P GMPHIC SCAHi Z-12 7 BOLLARD DETAIL NPEETI N.T.S. 8 TIMED LIGHT Si OUTLET DETAIL BHEE N.T.S. 9 TREE PLANTING DETAILS HflNI N.T.S. m 0 N TRUSS ROD WITH HEAVY-DUTY GALV.LOCKABLE, TURNBUCKLE o TURNBUCKLE AT GATE ONLY DOUBLE GATE LATCH m VARIES 12'-0°GATE OPENING - '^ 10'-0"MAX VERIFY WITH SITE PLAN TYPICAL CHAIN LINK FENCE NOTES 1/_1 1/4"GATE FRAME ;JAZIMUTHII I. GATE POST,CORNER,TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE E N G I N E E R I N G PC. WIDTHS UP THROUGH 4 FEET PER ASTM-F1083. --------- I 10 jjW 11/4"TOP RAIL 2 1/2"CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-F1083. 2"x2"-9GA.FENCE FABRIC 3. GATE FRAME I I/2'0 SCHEDULE 40 PER ASTM-F1083. ELITE�T0�1'LRS LP 5/8"0 i 'E ems.-„Ir_..Av.w�E+P�•,; 3/16 x 3/4 STRETCHER BAR 0 LATCH ROD " "2 I/2"GATE POST 4. TOP RAIL&BRACE RAIL:1 1/2"0 SCHEDULE 40 PER ASTM-FI083 2"INTERMEDIATE POST AT CORNER AND GATE POSTS j NO GAP BETWEEN FINISH S. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392 FIRE 1/2"CROWN FOR DRAINAGE GRADE AND FENCE FABRIC I'-0" 21 SLOPE MAX 6. TIE WIRE MINIMUM I[-GAUGE GALV.STEEL AT POSTS AND RAILS A SINGLE WRAP MIN OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTHOLD BARBS O APPROXIMATELY SATELY 5 INCH CENTER (BLACK) ' •: '" ' - '•" ' ' - �� " � ' —I — ;m — 7. TENSIONWIRE 7-GAUGEGALV,STEEL STONE OVER all GEOTEXTILE FABRIC I'-0"0 TIRE AT END OF �� B. GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE I• 11 :D Z SWING GATE(TYP OF 2) 3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA. �+ E -0 I I; 9. HEIGHT=6FT VERTICAL 0�� 6"0 x 18"DEEP CONCRETE #7 GA.TENSION WIRE, CONTINUOUS j FOOTING WITH 11/4"PIPE L�7 F ILll 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN i SLEEVE 6"LONG m 0 O LINK FENCING. a x 10"0 CONCRETE (7— O PROTECT muRSELF 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP,2 PL ? m FOOTING IN SOIL FOR FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) INTERMEDIATE POSTS Q wa below. 'CallmmR�ms FOR STALE SPECIFIC DIRECT PHONE NUMBERS MUT.WAWCALL911.COM SCAU:: DRApN Br. wE IXED BY AS SHOWN WAS JKM 8 0511823 RE-EDPERC014— JCM JWS 7 05/OSR3 REVISED PER COMMENTS JRF JWS 1 FENCE&ACCESS GATE DETAIL N.T.S. 6 09/13/23 REVISEDPERCOMM JRF J"s 5 01/03l23 CDFNTCOMMENrs JCM JWs NOTE 4 12/14R2 CUNTCOMMENB WPK WPK 3 06/01122 CLENTCOMMENTB WPK JWS UNISTRUT PIPE/CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME OR P2558-35(GALV.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO 2 5/Ion2 cuwrconMEN s JcM Jws MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION o4/osnl CDENTCOMMEN 5 JcM Jws FOR BOLT TORQUE o 12123R1 REVBED PER COMMENrs JCM Jws REV DATE DESCRIPTION I",,' ,'NN°XEeY 3 1/2"O.D.POST — ---- ----qq-- --- Og'PY KN 3"0 RGS CONDUIT (GALV.(TYP) ; 4'-0" 8 METER BANK'MA' m`"dp• 0953 PROPOSED WATERTIGHT METER / HEAVY DUTY METER NAMEPLATE SOCKET COVER PIPE CAP�) p IJERL�_!'-`I K McKEON ! (np) ___—_ ENGINEER-LICENSE NUMBER LICENSED .095374 1—CJ O U ® IT IS A VIOLATION OF LAW FOR ANY PERSON, l DJ UNLESS THEY ARE ACTING UNDER THE DIRECTION Jr1 MAIN O FRONT VIEW SIDE VIEW OF THE RESPONSIBLE LICENSED PROFESSIONAL 0 TERMINAL 85.37" LUGS SECTION Imo—ENGINEER,TO ALTER THIS DOE IMF N UNISTRUT P5000(GALV.) 'O 30.94" SITE INFORMATION: I I�� SITE NO:ALBERTSON MARINE 61405 MAIN ROAD 1ISOUTHOLD,NY 11971 \ gq11 1 �x\�%\��%�%��%\%\��%\��%\�;1 r Y\� i N �� 04 BUTTOCK COUNTY SITE TYPE: U 7 J J ��v �T5 0"CONCEALMENT POLE CHTOL3,AAMVREBERWEERROP.C..LLCALL 1 / N �•�,h:- , _ RIGHTBRENERVED 1NAUTIR*IIIUD FNOR USE ONLY BY THE PARTY FOR MHOM"THE IS IIi.-. o�Ii'JS}`_•,R�.�S "DRA-1 MAY NONTBACOSE COPIED,REUSED.DISCLOSED. S Iy __'�—_ ^^_� DIPS^1AB TMI.-OR REUED UPON TOR ANY DIVER PUFPOSE > "' THE EWRE55 WTTEN CONSENT OF A➢MMIH 12"0 PLAIN CONCRETE PIER ENMNEERw (4,000 PSI CONCRETE) MESA PER-INSTALLED -=CONSMUCnON -- - --- ------- NOTE PLAN VIEW DISTRIBUTION PANELI. MOUNT METER BANK AND MAIN LUGS SECTION PER MANUFACTURERS RECOMMENDATION AND INSTRUCTIONS. DETAILS-2 z o I SHEET NUNBER: Do 2 MULTI POWER METER BANK MOUNTING DETAIL N.T.S. 3 MESA CABINET DETAIL °""�" N.T.S. 4 DR w p N.T.S. Z-13 a 11.61" 4.53" 12.2^ lo.7' WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER r � �'� GUARDS GUARDS GUARDS GUARDS �_1.��.... it. ... .--- .. .�. 1 ! L,.;,.• - ..,. l'"t,t`nlrnftti►,�.:._ � . tunTtnnlnntnnmu la":... ''!Ilt . .�uu,� o ;: ._....a_ AZ I M I� w F•e-�_-~,•.-•,.•• i� " • I a }flll' 'j f'1111U 1 ENGINEERING P.C. rroP View] il.1. '.II�.1 [Top View] [TopVFew] ............... - --------------- - ---- [Top Vrew] is(380) c«< • 15.88(:03) 14.913(3S0 15.88(403.5) ELITE 1e:TO-,NERS LP j I ��RF.--- -1;I o �, o � IIIUpIIIIUilllllllllllll p _ o _ IIIUIIIg4pgllllll4111111 �, ; m 14.96" 8.6" MELD j IUIh4411hllllhilll111taIIIIIIIIIIIIHIIIIIIIpllll I` '1 sea" m �11j1j1j1j1j111j1j1j1j1111� IIgIIgIIIIMIIIIIpllllq T 0 EP *I!!!i mill jY *Ron, z fI 71ti11111smor to ---- -- ---.I [Front View] [i rontview] [Front V--1 w [Front View] I vem - -r ..:; Ee=t -------- ^�31t18� • ® /q ' 'M' -� ® ® y • PROTECT YOURSELF V ■ {i�Y ltlli • M1'w°a.a u1Oiwo¢p�"UAIEPMsb" `�r'd< -.;.11� _I tl.��s�{a nl I I �1J ,,�,�'. e.-r / i:Alt~•�ii ��I WEIGHT=5952IB cai-below. SAMSUNG-RT-8808-77A i�R2w"a,. REMOTE RADIO HEAD OR STATE SPECIFIC DIRECT PHONE NUMBERS [Bottom View] [Bottom View] wNT:www caLLeTI cDM [Bottom View] [Bottom View] NOT TO SCALE 1 Sv.LE: oRArm eY: aEam BY 1 AS SHOWN WAS JKM --- - --- v o `8 OS/l Brl3 REVISEn PER coMMENTS JCM ]—WPK Y1 SAMSUNG-B5/B13 RRH-BR04C RFV01U-D2A SAMSUNG-B2/B66A RRH-BR049 RFVOlU D1A 7 o5msa3—EO PERC.H ENTs JRF WEIGHT=26.5LBS WEIGHT=94 LBS NOTES: 6 01/1323 REVISED PER COMMENTS JRF ANTENNA PACE AREA=25B SQ.Fi. ANTENNAFACEAREA=4.45 SO Fr. HEIGHT: 15.49" HEIGHT: 15.49" 5 01/03n3 cuwrcoMMENTs JCM JMAWIRELESS-MXOBFIT265 NOTES: JMA WIRELESS-MX06FIT465 WIDTH: 15.88" WIDTH: 15.88" I. RRH MODELS SUBJECT TO CHANGE 4 12114/22 CUENTCo RENTS WPK 1. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11.93" BASED UPON AVAILABILITY AT 3 06/01/22 CLNTCOMMENTS WPK BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. 2 snan2 cuENTcoMMENrs JCM WEIGHT: 70.3 LBS(W/O SOLAR SHIELD&FINGER GUARD) WEIGHT: 84.4 LBS(W/O SOLAR SHIELD&FINGER GUARD)TIME OF CONSTRUCTION I D4/05/21 CUENTCWMENrs JCM WS 1 ANTENNA DETAILS DUPx,D BD OUPH,O Sr•,co 12a3a1 REV SED 4R COMMEN S JCM IQJ ETf11 N.T.S. 2 RRH DETAILS I"1}T1-11 N.T.S. BMwN REV DATE DESCRIPTION _ NOTES: ------- -- ---------- POST CAP(TYP) �KNye I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 5_c� RECOMMENDATIONS AND VERIZON STANDARDS. 4y Ow HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. r Z GRIP-STRUT (� 2'-0"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. `2,;0g531b '` w O ARgSetipN1'S' /� V J 3.35" 8.98" � w WAVEGUIDE �l I � 1 o �jERL-W,"K MCKEON CROWN EACH NEW YORK LICENSED PROFESSIONAL FOOTING 2"A.F.G. ENGINEER-LICENSE NUMBER:095374-I Z IT IS A VIOLATION OF LAW FOR ANY PERSON, J, FINISHED GRADE ^ UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 SR a O°o $o Oro°p n OF THE RESPONSIBLE LICENSED PROFESSIONAL ap O DO I I o OOOO w ENGINEER,TO ALTER THIS DOCUMENT.—% 00— 0.000 _- ------ -,,, SITE INFORMATION: I_I=1 1= J611 =_COMPACTED ° SITE NO:ALBERTSON MARINE-IIIIIIIIIIII— susGRADE 0 � ® 61405 MAIN ROAD ,'_""'_- ------- -- CONCRETE 1 FOOTING(4,000 PSI) SOUTHOLD,NY 11971 I O o SUFFOLK COUNTY NOTES: �^ SITE TYPE: I i I. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINE 150'-0"CONCEALMENT POLE A U C]{ j BRIDGE KIT(PART NO.1 1 APPROVED EQUAL - -- - --— 3 � ��j;-) 2. ALL COMPONENTS SHALLL BE BE INSTALLED D ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE '•coPrRTcxrm Tang TT""��'nEeav"'eo RmaP.c..u.cAu 1 BRIDGE COMPONENTS. ma DRAVMG AND AU-THE INFORUADM CONTAINED HERON IS 9 _ _ TRIPLEXER AUTiDRIZED FOR USE BNLY BY THE PARtt FOR YMDM ME - 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, I�wRORAA CONTRACTED OR To vmoM R D.cFRnRfD.mIs ems,.{-y. C' MAT NOT BE COPIED,REUSED,DISCLOSED, -•L11�)(L :.� 'v DISTRIRU OR RELIED UPONOR ANY On1FA PURPOSE co STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BE MANUFACTURER: RFS vnwouT THE EAPRE55.wrE�mLLSENr a PURPOSE Tir BOaf;i^ir'%1"[°2c PROVIDED BY THE CONTRACTOR AS REQUIRED. ENWNEERP1 1 N - S. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004lIC-3L ' z BENDING RADIUS OF THE COAXIAL CABLE DIMENSIONS: 4.6S"HxB.98"Wx3.35"D SHEET TITLE: 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT I. TRIPLEXER MODELS SUBJECT TO > MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS EQUIPMENT DETAIIS-1 o AT TIME OF CONSTRUCTION. � SHEET NUMBER: 3 NOT USED 4 CABLE BRIDGE DETAIL G�" N.T.S. 5 TRIPLEXER DETAIL °"wA£ N.T.S. Z-14 a NOTES: ------ - - -- ------- - --- a LIFTER EARS 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34.1" 21 3.8" 32.0" 37.8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME 0 " O Q. GPS ANTENNA OOO (PROVIDED BY VERIZON WIRELESS i AZ U T H i INSTALLED BY CONTRACTOR) I ENC3INEERING P.C. °o oOo a° ``---- --—--------------—- PROPOSED RRH'S lo CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) 1 1/2"O.D.x T-O"MAX GALV. STEEL MOUNTING PIPE ,, 1'P)� ELITE ToNvERS LP (T PROPOSED , ----------- b O CABLE ENTRY HANDRAIL POST PROVIDE APPLICABLE N PIPE TO PIPE CLAMP r� FIRE OO I/2"0 GALV.U-BOLT •� COAX GROUND KIT REVERSIBLE (fYP OF 6) CABLE BRIDGE POST/PIPE MAST SOUTHOLM MOUNTING O O % COAX CABLE(AS REQUIRED BY OO KITS O@ PROPOSED UNISTRUT •® 0 ANTENNA MANUFACTURER) — — �EP'(,— —— AWG GROUND O � END CAP 0000 �CADWELD ON POSTIRE OR O } OOOO O LUG ON GROUND BAR 3 I.7" _ 45.5" 34.6" Q O N O O ■ I PROPOSED PIOODT O 0 0 0 0xOn 0 0 0 0 j UNISTRUT(TYP)(CUT TO O O D O NOTES: J ESOF016-ECA01(DC-AIR/DAC) LENGTH IN FIELD O ------ -------- ------ POWER EQUIPMENT ESOF024-ECx01 CABINET " O N O O r I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND PROTECT YOURSELF HEIGHT: 72.0" HEIGHT: 72.0" o O O O p CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE SURFACE AREA OF O O A HEMISPHERE AROUND THE GPS ANTENNA WIDTH: 31.7" WIDTH: _ 32.0'I p OOa I L,below. d Call mrPre yP"aq DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPECIFIC DIRECT PHONE NUMBERS FROM A MINIMUM OF(4)SATELLITES. VERIFY WITH HANDHELD GPS BEFORE t VIBR:WNW.CALL811 COM 578 LBS(RECTIFIERS& APPROX.690 LBS(RECTIFIERS FINAL LOCATION OF GPS ANTENNA `� WEIGHT: WEIGHT: I scALE. DRAwNBY KEoM EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) I AS SHOWN WAS o,EO JKM / 8 05/1823 REVISEDPERCOMMENTE JCM I YVS 7 05/0523 REVISED PER COMMENTS JRF JCS I 6 04(1323 REVISED PER COMMENTS JRF YVS I EQUIPMENT CABINET DETAIL DRAPHID SDAE GRAPNICSCA£ GRAPHIC SOAP OR FFED N.T.S. 2 RRH MOUNTING DETAIL IOi FEET) N.T.S. 3 GPS ANTENNA ON FEETI N.T.S. s OIro323 NNT COMMENTS JCM JWS 4 1211422 CUENTCOMMENTS WPK WPK NOTES: 3 0610122 CLEINTC—HIENTE WPK Jws 2 5/1022 CUNT COMMENTS JCM Jw5 4 3 2 1 — I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS D4m CUENTCOMMENTS JCM JWS IDGEN — RECOMMENDATIONS AND VERIZON STANDARDS. 1 s21 0 1212321 REVISED PER COMMENTS JcM I Jws ALLIFIEPCO0.E141O SA�DITDRA, CHECKED :noB'''scN oTE REV DATE DESCRIPTION Er a PIP SDE—m-"s-vw 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. 32ANiENlMHOOElbbN0.M1m-CC4RbOTPE PARTDSRMMHIO�BOL SOMAYUFACfURNGSPEWLREWOdFM9 04.5'OD _..-� oIERF PIPE SHOWN FOR REFERENCE PROPOSED U NISDTRC�UP D SOPAcxAOlxc PIPE D 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. —t O KNEIV i L5" 6.5" e" 'rt HIDDEN IN DETAIL A 3 4 N TA 0963 ////'•7 PROPOSED HILTI HIT-HY W 70 ANCHOR /3.5"MIN. EMBEDMENT(TYP) FD) �J'ERLMMY K McKEON NEW YORc l 5 C V o ENGINEERKL LICENSE NNUMBDE LICENSED _0905374LI I APPLYTORODE PROPOSED ELECTRICAL PANEL 1529 -� DR IT Is A hoLAnaN OF LAW FOR ANY PERSON, (MOUNT PER MANUFACTURERS " q�EFEgENCE OWN FOR ^�^ ^^ o 'O I UNLESS THEY ARE ACTING UNDER THE DIRECTION ! RECOMMENDATIONS) OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT.—� RI D SITE INFORMATION: SITE NO:ALBERTSON MARINE ;B ! 61405 MAIN ROAD e SOUTHOLD,NY 11971 ¢ ! ^3 ' 0, ri `!c SUFFOLK COUNTY 6 A JC LJ I 20,2"'Jj SIDE VIEW FRONT VIEW t � CCMMSCOPE,INC.OF NORTH CAROLINA I SITE TYPE: i 150'-0"CONCEALMENT POLE x.(IN r OFscwP,wN mY. wHCHI Ho,=Ho. cuvAla i,mi,Am+ews DIPLEXER 1 -----._.'------'--"-'— $CII<?I:iT0:D1C ."rim wElown.H,�ARmum mouNr T ,e it mTClnlo) COPYRIGHT OlODA]IMUTliNGONEEROiG P.C..LLCALL t?Bf!QT Trustees i PROPOSED TELCO BOX Ai ICHmIz: �,sKl.vTc,.v NOL.0 �s E MANUFACTURER: RFS —RESERVED �y'• s "ANON STD AZIMUTH ANTENNA MOUNT THIS DRAMNG AND ALL THE INFORNARON CONTAINED HEREIN IS (MOUNT PER MANUFACTURERS >�ac.nH..TwASH�T o,��cRs E A TiORI]EO FOR USE ONLY BY THE PARTY FOR—M THE I RECOMMENDATIONS) .M 'z' POWER SUPPLY: FD9R6004/IC-3L WORK was coNTRACTED OR TO�CM R Is 1.1—cols DO I N�++� ,N _ DIMENSIONS: 5.8"Hx6.5""Wx1.5"D iE0 RELIED UPON FOR ANY OTHER PURPOSE I 1:6 MTC37379 SmR a�rvc MARYq or RE coPl EusEO.olsaasm. N ONIHOUT THE EXPREss wR GTTE uCOHSENT OF A-UTH N PROPOSED PIOOOT _ ____ �:olem.. .,a. �__ Y_C NOTES: WEIGHT: 2.6 LBS ENCNeERIN- •uc. UNISTRUT(TYP)(CUT TO 4 _ 3___ __ - 2 —_- �- 1 _-_� sHEEi n71.E: LENGTH IN FIELD a I. DIPLEXER MODELS SUBJECT TO EQUIl'MENTDETAILS-2 I _ CHANGE BASED UPON AVAILABILITY o AT TIME OF CONSTRUCTION. ----------------------- ✓I SHEET NUMBER Z-15 w cRAPNIc scAI2 caAPxlc scAl>r caAPNlc scAlE 4 ELECTRIC/TELCO RACK DETAIL E BD N.T.S. 5 ANTENNA MOUNT DETAIL N PEEEI N.T.S. 6 DIPLEXER DETAIL w EE N.T.S. a 0 Single section MUINple Arrays ry �..a oRel' _- _ swwa n ,."R ULo.x.rW...a.«<a,ax.rarr...nr�Wr•.;.,•� mLW�. ' ...�.anern enswoa> _ -� .tRar xMr: �rtn �mvrrra,vW xnrWw eviiii— a n L ,' �.•...y. �+wa�.o�.�....,mr _ is'. eneeks, .a..M� ; a _.. — a,-r, Z I M UT errw Doe, nwa�lz „J. x a�. Da>.�aN s z.wM inners>mx axPWare«a: ADD- �,` �/ a..,,mear�mmamam�.r,.v,.a,.. - ENC-,:NEE RII�:r3 o.0 o ,.. taaRa Dual seelion combirarion Dipole Arrays _`- aAW4l saurol- a,..e mm.+l ,rin,mu,madeurrao_-_ -_.. - meawla _ t E dRxulRaa, Fare' i= RAaaw •oln nm�' .,®„ � r , �t* a.rr ' `� \ Tax lnvry m,.m.. aeslse, Wr.�..asw.rs.,wreamsmx.WW..aea.e..a,.. w.aw eA.woan za Mac oP.v,win ww r.a: su.mMH: ata ' t,T wwo an zss4earrw+m vew � I zaamWarrax ,.«.,n... xeaam�r.Fp rw...,.c.*oMo,anmmowW,urwrMxo- oeM Iue ....,xa�.rra �.. ,ew. 4Foemaw I pxmre�rre, assreelwtaeG+z, -- ws.x�rtr _ s9eo-sn amen.: 4mazpWc - - wtasDws Oc.,..RatPa4,swro....a.r�awar.aW.c"rz..l,w.�a.,.rrz $B°'•""" _. t oo ,damp ntcne4r 4w .A-c, sanr G EAtlFDSTL s.sme-.awr+wn.orrr.aas ax.raan �' A.«-..,:,/ unwxe �.uwr•w 6f,,.z...oe,.w,..W min.-aaxwaN.�r.e:o.at:.a.m.r.e rtwi;.^G.u.,c, •x: " ', �':.„ •, �'`,�� IEApaT ,a Mae+Maul a.'ouueaN. - L - - -- ,.FmeWF4u1 .DDaTtaas Rau oAwacn z.am4R.rr.e,rR..r,r. eeo-aTaar Dx u.v. SOUTHOLD QNO6n ,aFlsa.Rr. xa4mF.a '. :aN drat• a,11 ... SNom ebvt: eIpWW,IpNorm .ttcn I,, ONEAnberrae4rorolR.avaa Maim al appFrrwao . _.. xaa You,uvpe,sector kon a rmr0e:,`eI---eN UHF Arteys •.. - �O��. When wdenng dual „ of q „ Order as blloWe -- SfseON vnv IVWx Sec rcvn to r-RAeDfi l PWS 2.Spx�N vu r,ye�pna...e rage�'s•. i 1 AneYs .'•:•' Combination Collinear ike Dipole Arrays Es+llr aP- - W+r�tr aro Dnarlcv rrE,un• role+, ,..,. T Z011)l arF ua.W,rr,R..a.MWas.a,•a,xaaar moaz _ _.. wna*a.uT.rmlxr .eua.;mEoxn,w.s.al..Wl.ra ,.emeon,d 4msxwe, Y BlpFr f.WerlF R�TffYaFLMQ ueear(•a011rram,mm E140<> 1 SmO tlYpaY_ _�� _ - � Iwi,aysOn s,mmr rcEE�4 � PRoiEct roL'asELF ERaM087 2a50ae FaprW rxT atprr FFFb 4opsaa,w -.-_- r,s,xrzs rcarxr xom M wvo' ' .. ___ __ - —_ NYF9IIDFs +meclme WaR4,Y nc.v.,rcrs ry ENBOaJ GIDe aaRfY xOpSMMEt wm,axc,o Nxrvm,xs uxrx's e oRzpwaJ z.5am owrR rM..Ir.r,..s a4oazawo- :amwnxae,+wlem.wr ,below. _..p oxto-c ,.Mma.a .mszoEWu vou.< @IIr...e.mee.,.,eaa.awm.r:mmW.,rae: _ Call STD,. 3 tlT,erAM, a>R'Lw Rre.smsurnWn FOR STATE SPECIFIC DIRECT PHONE NUMBERS COW COI -15 wene,C0L11l mlm ma�+exa.Tflq ra prvntlatl etlh 4tNu,pl,IWrRM btmatyou dRdO.m G91m4rt etFa NSIT.VM1V.CALLe11 CON GOLB;UHF).CIX151VHF)a COLtJ NHF7 cN'axms pO�`x°'n'unmW"F[ro['xw.apa'rw4r .3 ,� as0 er TIT OpaRTpawAr, ,IRSastrlWreraaOmrap FxtlagltaWaaW RW2s4nmo-nn'�a± an.:taavmr DeAWxer: ,NairON>nq,wmluDM-.m roll,.�ar end d�pde ertey rOV Wa,tied lO sebMklOws ua k`kk`asugnanwppr(r -JkFv�a 1.speoyvosorsseam I-maInr—ep.exaDe7 PLus sr AS SHOWN WAS JKM 2.SpeaN roar CO,carom,timer G0115.COL 17 m COLS e0 COLB nine remar4xr ro so"Iregum yi 8 05/1823 REVISED th0.COMMENTS JCM jj- W-3- 7 05/05/23 REVISED PER COMMENTS JRF 6 04/13/23 REVISED PER Cicill 1S JRF 5 CLIENT COMMENTS JCM 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 12114122 CLIENTC«,MENT: WPK 3 06I0122 CUNT COMMENTS WPK 2 5110122 DENT COMMENTS )CM 1 04/0521 CLIENT COMMENTS )CM JWS 0 122321 REVISED FER COMMENTS JCM JWS Gelrera! lnslop Clearance-Lou Rails Weight HsighE REV DATE DESCRIPTION "sYs 205 Lb..assemblee 77.98" 275 U.s snipping weight Width Doom 23.625" .,.OF E OF NEK.Y 2.severed try three point locking system Depth yY K Leaks wa customer wooded padlocksgas See racked apaai0aeons 1 � Sealed wn customer ,875"aluminum tilled gaskets _Useable deem t Material 125,Alumlfliec Fine.Palmed cream NEMA Class Types avaffabie RF pieo mes.Non-tenmta NEMA 3R(Ventem.NEMA 4 O hp k � Vents (dOsB1110Dp-elC),NEMA 4X OB53 '99 30 Whom pavers per one, pare,Teatad 14 top louvers-In tap trove+ 1000 Hour Sett spray(t.W,.d) ��{r. under AlumisherIM 1000 Nen Immersion T— - Dne removable biter panel per door 14 INN 811er padSm top Cmer __, tJERtM)(K McKEON Hand/as Heighf NEW YORK LICENSED PROFESSIONAL Zia,padlocking 74' ENGINEER-LICENSE NUMBER 095374-1 Width 19.5' IT IS A VIOLATION OF LAW FOR ANY PERSON, Rails btenbr GDhmM Dimensions UNLESS THEY ARE ACTING UNDER THE DIRECTIC'!. Tw sek la RRI1 standard tltldiaul rails see accessories) Main Body - OF THE RESPONSIBLE LICENSED PROFESSIONAL (tor Aled etoaled Helghl'78,23" l VS ' - _-' T ENGINEER TO ALTER THIS DOCUMENT Hines implied to,ID-32 threads Width'25.5' _ . Eacn ran supported by three R STRUTS- Depth.34" Y# F.�,� =T F+.v F- SITE ;INFORMATION: 12s•Mmerlal faumineRmI AlumishieldW .< , SITE NO:ALBERTSON MARINE Spacing Hang down helghl:1.71` 19"a 23"Racking avai4Tble Wirth:28.46" Useable Height Dep.: 36.67" Usable racking height has bean revlaad Handle: 41405 MAIN ROAD To only fit ie the opening of the door jam Protrude 2.2' pop-�+/� which is Calomel height minus 4.25' Total Space Occupied Jv OLDt NY 1197 M.m.m:7425" Heigm:78.855' S FOLK COUNTY1 Number of rack urns per rail W.42 W&h:28.46" Total number RU's.Up to 84' Depth:37.75' Useable Dal, Maximum:30.5"Mennimen 28,75' SITE TYPE: ."tF0 150'-0"CONCEALMENT POLE z ustees Top mJ5'-max 325' 3uS „I'YRIGIIT O L12t.AZIMIlRi @tOWEeRmG P.C..IJL uLL RI- RESERVED T4.5T-147S .18' 2B.rip' Is DaAwx z4w uL FIon-se O� E FOR USE DNIr aY THEWuM TY FOR Y.aM 1,1E _ AVMgil2 46.OD'-74.ST 2BST 3050- IS WA no OR RELIED UP Om PURPOSE W ORAMNO MAr NOT BE COPIED.REUSED,DISCLOSED. e'sness > C— 330"-4S t200' 2R7S MT" E G P.c..u OR OUT TIIE E.PRENS wtITR CONSEco NT OE n2IMutH 6 34 -33.0a• tB ST 30.50• N -._____ _.__ --__--____— w 325•-343• 1a• m.w' SHEET TITLE z •From and Rear sets of rails allow acme _ _ Q equipment 10 rack boln dneetler15 providingBeecI-- (LOV-3.211' i 325• i 30.3m FIRE DISTRICT EQUWMINT-I up le 84 RU ------- z SHEET NUMBER: go 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Z-16 �a r'I iv ITEM PART NO. DESCRIPTION QTY. WEIGHT Nores: 1 MTC79020808.01 8'CENTER CHANNEL 4 86.28 LBS ry 1.0 AU.METRIC DIMENSIONS ARE IN BRACKETS. � I o 2 MTC79021010.01 1 O'SIDE CHANNEL 2 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS �V 4 MTC79020810.01 24"X 120"BAR GRATING 4 142.72 LBS I 5 GB-05205 5/8"X 2'GALV BOLT KIT 32 0.07 LBS 6 5 z ®qL 6 GWF-05 5/8"GALV FLAT WASHER 64 0.01 LBS i s r ZIMUTMI 7 GCM03 GRATING CLIP 32 I o- �� 15 '1 7) I ENOINEFRiN13 P.C. DETAIL A d ALL CORNERS ELITE Totv[RS LP I ��/ �� 1 •1':er...m.m..r°ex,sk,;:v:Iuc E.pac: DEFE 1 EI 2 \ = 11 2 a FIRE 7 SOUTHOLD 8'-0"[2438.401 r/ 3 \ 11ZIJ O QEQ�= .2 DETARC C.SCAtE i:1 ITEM PART NO. DESCRIPTION OTY. WEIGHT NOTE NO. '' J vW 1 GW3105 3/8"X 1"GALV BOLT KIT 14 0.05 LBS 1 2 GB-03205 3/9'X T GALV BOLT KIT 28 0.( LBS 3 GM5205 5/8'X T GALV BOLT KIT 28 0.26 LBS 11 4 GWF-03 SIT GALV FLAT WASHER 14 0.01 LBS l 5 GWF-05 SIT GALV RAT WASHER 28 0.06 LBS ----- ------'---'--- 6 MIC396620 POST,HANDRAIL 14 9.96 LBS 7q PROTECT YOURSELF 7 MTC3979HRII HANDRAIL HORIZONTAL 4 16.60 LBS 8 MTC3979MR12 HANDRAIL HORIZONTAL 2 2T.11 LBS aTTAmrzAs'W '.� 9 MTC3979HR13 HANDRAIL HORIZONTAL 2 6.51 LBS v' An.wRT¢a uI.snrz 10 MTC3979HRI4 HANDRAIL.HORIZONTAL 2 T.LBS 1--below. 11 MTC3979HRI5 PLATE.HANDRAIL 70EBOARD 2 16.52 LBS call.--'E 9.0[228.6] 12 MTC3979HRI6 PLATE.HANDRAILTOEBOARD I 20.83LBS FOR STATE SPECIFIC DIRECT PHONE NUMBERS 13 MTC3979?11 PLATE. AR I 6.45 LBS MSIT:WWW-1-811.COM 14 MTC3979HRI8 PLATE.HANDRAIL TOEBOARD 1 5.37 USE 15 MTC3979HRI9 ANGLE BRKT,HANDRAIL 12 0,32 LBS IsACE: DRAWN er O,ECNE11 16 TS1220 12-24XTSaF DRILLING SCREW 16 0.03LBS IDASSHOWN WAS JKM 17 T11275 TEK SCREW#12 X3/4.WITH NEOPRENE WASHER 1 48 0.02 LBS _ - 8 OS/18/23 REMSEDPERCCUl-E JCM JWS _L 2!!a REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CUENTCOMMENTS JCM JWS 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-PO810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) 4 12/14r22 DMENTCDMMENTS WPK WPK NOTE: 3 06/01/22 CLEINTCOMMENTS WPK JWS 2 5/10/22 CLIENTCOMMENR JCM JWS FINAL DESIGN OF PIERS TO BE CONFIRMED w/Dsal cu NrcoMMENrs JcM Jws ITEM NO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 QTY FOR MTC4045HF55 ONCE ELITE HAS PERFORMED A D Iv2321 REVISED PER COMMENR JGM JWS GEOTECHNICAL BORING AND PROVIDED REVI DATE I DESCRIPTION °N "e K DJ 1 GB-05345 518"X 3.1/2'GALV BOLT KIT 8 8 A REPORT. w (--------- -----� 2 GUB-4355 I/T X 3-5/8"X S'GALV U-BOLT 10 10 a 0 S O KNMEOwA.�YOq I j 3 GWF-05 5/8"GALV FLAT WASHER,1.70D 8 8 O, '9OL`r 4 MT50460 SQ.SUPPORT RAIL,1518'X 60'LONG 5 5 PROPOSED PREFABRICATED NOTES.1.0 GENERAL 5 MIM4045-01 WELOMENT,B'PIPE 2 2 EA MTC4045-02 EQUIPMENT PLATFORM O p 1.2 ALL METRIC DIMENSIONS ARE IN BRACKETS PROPOSED (SEE DETAIL 1) c 0 1SIGN N PATENTS,BEE WWW.CSPAT.COM 6 MTC4045-12 BASE PLATE,3-PIPE 2 2 M O 2.0 DESIGN NOTES BASE PLATE k � 0853'16 ' 30 MANUFACNRINGISPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3-12' 2 2 O Pq 50 PACKAGING 8 PTCRO1 END CAP 10 10 - - � I 60015241 C - - �ERL-M) K McKEON PROPOSED NEW YORK LICENSED PROFESSIONAL I'I EDO[I270j - ^I3sIS91 4 HSS4X4X3/B COLUMN ENGINEER-LICENSE NUMBER 095374.1 y z r--� PROPOSED UTILITY H-FRAME /1 I'6" (SEE DETAIL 3) } IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 � PROPOSED OF THE RESPONSIBLE LICENSED PROFESSIONAL 149L3`nj 10"XID"X3/B" 1-1/2" 1/4 ENGINEER.TO ALTER THIS DOCUMENT. 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CBRS maps used ro dsamine—U.,OT na In...b bcaletl wimin _ ri ysv mRAW C MAT NOT BE COPIED.REUSED,DISCLOSED. m Ma CBRS an avaibds br tlownloatl al MM'llwww Nrsaov.Form a,WI - -- JOINS PANEL Ot6] IS I TED OR NELIEO UPON FOR ANY OTHER'UNFOSE W oakbld--.etbnolwrolror Or lwt.n sea b 1--d nnk lM1e - ,IX,bE IB"E 'z0~E U MAP REVISED DMTNmT THE EEN NEE.-P.�SENiMAZIMUTH teas.orrormy meafkm,.yamirep the teas oboe cans<Me Fws nz,zzs c O aNd oTce 1«Md and H(BJ1)]T6-td01. SEPTEMBER 25,2009 FrUrral t;metgenr.HawYemrnl AeenCD SHEET TITLE: 2007 FLOOD INSURANCE s RATE MAP SHEET NUMBER, 1 2007 FLOOD INSURANCE RATE MAP 9CALE r i/4'-1'O]FOR 22 k34'DRAWINGS Z-18 SCALE,1/e'-1'0'FOR I1..17'DRAWINGS • SITE INFORMATION PROJECT DIRECTORY • PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC LLC. v ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE SOUTHOLD, NY 11971 LITTLETON. CO 80120 TOWER OWNER: ELITE TOWERS LP. d.sh TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE e'S�LLC E. PATCHOGUE, NY 11772 TOWER GO SITE ID: ALBERTSON MARINE TANYA NEGRON (516) 410-8730 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: NA TAN1'A.NEGRONOELITE-TOWERS.COM LITTLETON, CO 80120 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EOUIVA ENT. CONTRACTOR SWILL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. wirieless ,, LLC THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 90 E. WLLSEY ROAD, SURE 104 TOWER SCOPE OF WORK: LATITUDE (NAD 83): 41.07604V PARSIPPANY, NJ 07054 e • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE (NAD 83): -72.406043' SITE ACQUISITION: CENTERLINE • INSTALL PROPOSED JUMPERS • INSTALL (12) PROPOSED 7/8- COAX CABLES (4 PER SECTOR) AND (1) RET CABLE LORNA MUND DISH Wireless LLC L.L.C. SITE ID: INSTALL (6) PROPOSED DIPLEXERS ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 GROUND SCOPE OF WORK: / \Z I M U T H NYNYCO2239A INSTALL (6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M-11 - MARINE 11 CONSTRUCTION MANAGER: MLADEN ZJMOV • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) (201)496-9271 • INSTAL ( ) PROPOSED ERS INSTALL (11) PROPOSED METAL METAL PLATFORM SECTION/BLOCK/LOT: 56.00 / 3 / 15 90 E. HALSEY ROAD, SUITE 104 • • INSTALL (1) PROPOSED WORK LIGHT RF ENGINEER: IMAD MEMON PARSIPPANY, NJ 07054 DISH Wireless LLC L.L.C. SITE ADDRESS: INSSTTALLL (1) ICEPROPOSED PROPOSED PPC CABINET OFFICE (303)708-4019 • INSTALL (1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSU-G / UPA MOBILE (WI)20444- 83 61405 MAIN ROAD ROUTE 2 5 • INSTALL (1) PROPOSED POWER CONDUIT • INSTALL (1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VERSON , INSTALL (1) PROPOSED TELCO-FIBER BOX pFNE INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED S K SAFETY SWITCH (IF REQUIRED) FEMA MAP BASE FLOOD 6' AMSL v M r OV SOUTHOLD, NY 11971 INSTALL. (1) PROPOSED FIBER NID (IF REQUIRED) ELEVATION: INSTALL (1) PROPOSED METER SOCKET • INSTALL 1 PROPOSED H-FRAME FAAJA GROUND 5' AMSL W APPLICABLE BUILDING CODES AND STANDARDS ELEVATION:ALL 0�0 oes31° MATERIALS AND MATERS SWILL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT SITE PHOTO EQUIPMENT ELEVATION: 3' ABOVE GROUND EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF _ THE FOLLOWING CODES. ' 1.2020 BUILDING CODE OF NEW YORK STATE DIRECTIONS EMX"K McKEON NEW YORK LICENSED PROFESSIONAL 2.2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND. NJ 07068: ENGINEER-LICENSE NUMBER:095374-1 3.2020 FIRE CODE OF NYS Deport and head toward Adp BNd/Tum left onto Adp BWd/Tum right onto Choctaw Way/Turnright onto Livingston Ave / County Hwy-527/Take the romp on the right and follow signs for 1-280 East/Take the R IS A VIOLATION OF LAW FOR ANY PERSON, 4.2020 PLUMBING CODE OF NYS ramp on the left for 1-95 N / New Jersey Tpks N/Take the romp on the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION Palisades Park / The Ridgefields/Keep straight to get onto romp/Keep left to get onto romp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, 5.2020 MECHANICAL CODE OF NYS to get onto US-46 E / US Highway 41 straight to get onto U¢-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 No" / US-9 North and head toward G 6.2020 FUEL GAS CODE OF NYS 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: Throgs Neck Br / I-295 South/At Exit 8, head on the ramp right and follow signs for Crop Is Pkwy S 7.2020 ENERGY CONSERVATION CODE OF NYS At Exit 30E, head right on the ramp for 1-495 East toward Eastern Long Is/Keep left to get JRF JWS JKM onto/romp/Merge onto 1-495 E / Long Island Expy E/At Exit 73, head left on the romp for County Hwy-58 8.NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE toward Grsenport / Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, REDS REV #: 3 9.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE T O B E PROVIDED Walla the And exit/Continue on NY-25 / Main Rd/Pop Harbes Farms JCounty rt o 48 mim rig loft onto Wickham Ave/Turn right onto County Route 48/Rood name changes to County Rood 48/Tum right onto Horton@ Ln, then immediately turn left onto W-25 / Main Rd/Hive at NY-25 / Main Rd CONSTRUCTION SHEETINDEX DOCUMENTS VICINITY MAP SUBMITTALS SHEET NO. SHEET TITLE REV DATE DESCRIPTION T-1 TITLE SHEET o 00-2o-21 ISSUED FOR PEIwr 1 11-06-21 ESUED FOR PEW A-1A OVERALL SITE PLAN 2 11-3D--21 ISSUED FOR PMff A-113 BULK REQUIREMENTS 3 04-04'-22 CLIENT COMMD(rS A-1C COMPOUND PLAN a°M�� 4 05-10-22 CLIENT COMMEN S A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE a 0e-01-22 CLEAT cDELLExLS A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS a 01/03/23 ::Cp@FFITrs A-4 EQUIPMENT DETAILS - 1 UNDERGROUND SERVICE ALERT-NEW YORK 811 SITE LOCATION �, 7 oe'-7/23 amff cowon A-5 EQUIPMENT DETAILS - 2 UTILITY NOTIFICATION CENTER OF NEW YORK A&E PROJECT NUMBER A-6 EQUIPMENT DETAILS - 3 (800)272-4480 a ^ vj NYNYCO2239A A-7 EQUIPMENT DETAILS - 4 WWW,NEWYORK-811.COM = ��/ DISH WIRELESS PROJECT INFORMATION CALL 2 WORgC DAYS UTILITY Nor@ICATx3N PRIOR To CON STItUCiION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES NYNYCO2239A E-2 ELECTRICAL DETAILS AND RISER DIAGRAM �� •�` `� 61405 MAIN ROAD, ROUTE 25 E-3 ELECTRICAL ONE-LINE, FAULT CALCS h PANEL SCHEDULE GENERAL NOTES mac SOUTHOLD, NY 11971 \mow G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON G-3 GROUNDING DETAILS DRAINAGE No SHEET TITLE SIG.NAGE IS PROPOSED. ICE,SEWER SERV POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL �`✓ M TITLE SHEET RF-1 RF CABLE COLOR CODE °•a W, GN-1 LEGEND AND A88RElMTKN15 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED t f .� SHEET NUMBER GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS.AND CONDITIONS ON N /NO SCALE T-1 GI GENERAL NOTES GN-3 GENERAL NOTES THE JOB SITE. AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. -- - - ---- DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 FRESHWATER WETLAND / 1 BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, / d.*.sh _ LANDSCAPE ARCHITECTURE AND / Y Y I GEOLOGY,P.C.,ON MARCH 27,2023. w�QIQ�'.LLC 5701 SOUTH SANTA FE DRIVE OF Sc - - _ -t�P {y LITTLETON, CO 80120 ws PROPOSED 70'-0•x 35'-0" / EOUIPMENf COMPOUND (SEE SHEET9-7 / tom-- _ _�_ 57°Sg 47„'��=___ -_EVE 9 - TF6.14 E i`St9PE oT OF `. --___- 6.1 TO NEAREST BUILDING ON ADJILCENT PROPERLY _ _ - - STOW _`___ �- $�`. AZIMUTH -_- __ �. 3 4.6 80' / 4 PVC '��.- -Q-- -------�- `- ��--H3 ENGINEERING P.C. TO CE CDAIPOUND 90 E. HALSEY ROAD, SUITE 104 113. ® �f.- 9- PARSIPPANY, NJ 07054 4.7 Go TOCEAIMENi POLE I 4.4a 4.3 38 '�.=39� N N I 4.5 I 3.5 #Aftft - �9 I `.! ;, s1.s' m 1 ZPt�OF NEf1.Y `®MON. y�yJu�t K N CD 4.5 1 � t rt 4.5 0 o z �` FF4.58 LIMITS OF NYSDEC FRESHWATER ` s N I 4.6 WETLAND 100 FOOT ADJACENT oe5s�4 � °' +�I AREA AND TOWN OF SOUTHOLD W2 °FEssION� / Y �� __ �' II fib• WETLAND JURISDICTIONAL o m ---.},�!�[ �� DER'-M-Y)K McKEON p 47 47'-0 f 1 T _ �� '1 NEW YORK LICENSED PROFESSIONAL O TO�ETlCE 1 / , ENGINEER-LICENSE NUMBER:095374-1 u ND ' Z .TO CONCEALMwr POLE U r� ` IT IS A VIOLATION OF LAW FOR ANY PERSON. GRAVEL U ` ' UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. S HIGH 1 STORY 1✓ I m TO ALTER THIS DOCUMENT. z TF4.56 * METAL BUILDING/ i a ® #61405 � I ^a--w % DRAWN BY: CHECKED BY:APPROVED BY: S 4.4 4.7 _ H 4.3 rn 1 1 JRF I JWS I JKM 4.1 U uM ; RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER WETLAND 100 FOOT ADJACENT / AREA AND TOWN OFSOUTHOLD / 1� o�¢ ) I -- _ - _ CONSTRUCTION WETLAND JURISDICTIONAL AREA 4.0 j; - {m " / �° `` `�~ t "DOCUMENTS 4.4 ;1 ,a@ SUBMITTALS 3 I W N LS DATE ----------�� - -' 4 4.44 O.H.D. I' U 1199!! ��]] 4 R DESCRIPTION - � 4.25 ' FF4.3 GF4.64 I N -' i +I-1 U >,7 t n 2 ' �a N T7pis�� N n CU n, n,� 0 20-21 6511ED FOR PE70YF PLM. 4.72 I 1� 11-03-21 691ED FOR PFRIR ... In P 2' 11�-21 6ti7RD FOR PERW ........................................... `E1W N i ° 4; o4-0i-•72 CLIENT O01Y�7rs M ---- -- �\ 4.21 �� / M / So" Or:1 Z T?t^\\ CONC. ,-' `~14�HJ _ 4.__ s:, t J[➢ 4 o�i�az ctn1r�L�Is G"_ `+�� i u5_�? S 6 00-M-22 MM COMMDFIS 3.78 TT3.71 \ -__ __ ♦ / f 6---01%o3/23 I IXllrt COMMERM __ _ _ �_ 392_ ti� _ _ ♦ / � 7 1 06/17/23 1 IXM 0011fN15 ♦ / ' A&E PROJECT NUMBER _ ______ NYNYCO2239A #.03-____ 3.88 - 4 E.A. 3' ♦' TF3.50 3.51� W2 S47°260"W) - 200.00' ♦, ' DISH WIRELESS PROJECT INFORMATION 4.33 (S58'31�00°W) 4.26 DYL - 4.10`----__ 3.96 3.98 &L _ 0. FRESHWATER HB ` - 61405 MAIN ROAD, 25 BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, ♦ 1 SOUTHOLD, NY 11971 LANDSCAPE ARCHITECTURE AND MAIN ROAD ( ) ' GEOLOGY,P.C.,ON MARCH 22,zoz3. N.Y.S. RTE. 25 � 1 SHEET TITLE 1 ♦ OVERALL SITE PLAN _ � �► � _ 1 N W 3 7 i �% SHEET NUMBER 4 ' ` ` A-1 A 60' 30' 0 60' 120' OVERALL SITE PLAN 1"=60' DISH Wimlaw LLC. TBAPLATE VERSION 34 - 06/11/2021 REOLAREMENTS OF CHAPTER 28D-70 ZONING ARTICLE 1(VB WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COWLES WITH SECTON(i)(E)AS SITE S ZJNED ML • 2 MD(1) LOCATIONOFWIRELESSFAGILRIES FURTIERPMET0 OAPPRORTYJSIEHSSDN.�OA 281F70 E. GLlYEDORLATTICEAMENASLPPORT STRUCTURES MEPROHIBITED COWLES 2 MF. AMEINSSUPPORT STRUCTURES SW0I HOT BE LOCATED N THE FOLLOWING AREAS WITHOUT A PERNT FROM ALL JLRISDICIIONAL AGENCES: d.sh 2 MF 1 WETINDSTOALANDMESHWATER COWLES 2 70F. LAND ABOVE HIGHMOLNOWATERMTFRNIO FEET OF THE SLRFAC COWLES 28 %VkSMSS-MF LANI)SPLR IM CKASEDWCONMMTYPRESERVATONFUOS COWLES 28D70 F.H COASTAL EROSION HAZND AREAS. COMPILES 2B0.70 F. DESIGNATED PARKLAND CONPlffS FALLZONES.M ANTENNASIPPORT STRUCTURE WSTICLME/N AREASUiROUNPG RTH4T S FREE OF S7O1 SOUTH SANTA FE DRIVE OTHERSTRLCTUFLESWDAREASWHEREPEOPLECONIGRED M,ETCEPTTEEBABEEOUIPNEW,WIMA WWEOWLMADSTAICEOF TWOTNES T ILLIGITOF THE STRL.CTURE.ASANYLER FA 20NE WYBE 3W FALL ZONE REOW2ED;23'4TFRMIEAREST LITTLETON, CO 80120 ALLOWEDFSL MRTEDBYAREPORTSLOWTEDBYAQLALFEDSTRLCTURALENGPEER.THE 2S 70 G. STRUCRRAL ENGINEERS REPORT SI BESMMTTED TO AND RENEWED BYTFE PLMI@1G BOMDPND STRIICTREON PRPARTOPERTY;STRUGTL4UV.REPOiTT CORROBORATED BY AN INDEPENDENT CONSULTANT HRED BY TALE TOWN THAT DEMJNSTRATES THAT A PROVIDEDAR VMLANCOL'MPOMEDNSUBMSSOk RFALLZOIELSAPPROPRATENOSAM TMFA ZOWOFANMiTENNASIRPORTSTRUCTLREM T VARWCEREOIAREO NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MST M CLEAR OFALLSTRIOTLPNES E)DEPTT}E BASESTATONEOUP WE ^ IWIENkASIPPORTSTRUCRRES NTHE LL IO,M.M,8,ANO F@ ZONIIJC DGTRCTS ARE SLIB.ECTTO TLE 2B(FTO I. FOLLOWING RESTRICTIONS: E%SlN(S NONCOAPLANT:W NINGll.1 LOT SIZE:80.00E 28 70L(1) NNMA'I LOT Ste:W ACCORDANCE WITH TIE BLILK SCHEDULE FOR EACH ZONE. SFEMT11GLOTS41,346SF PROPOSED MONOPOLE FEGHT 15Dd 2 701(2) N4AKIAI4LEr3R:WFEET. VARNVCE OR WAIVER REOURED 2W-T01(3) 84@Al.1DLSTAYCEOFALLWIRELESSEOUPW TOAD.NCENTRESOENT MOPERTYLINE STREETS VpMMA CENTPROPERTYLLE AZIMUTHSH BEFOLESSTWWSOOFEET. SREDESKNNSTAf RDS.ILLWNELESSFXL6 ,MLUA CO-LOCMM.SHNILBETHEIEASTNSUW.I.Y ENGINEERING P.C. 2 MN OBTRLISNE DESIGN PCSSIBLE THATAISO PERMTB THE APPLICANTTO PLF RS SERNCE HEEDS.M THAT ENO,TLE FOLLOWING DESIGNSTANDARD9 SHALLAPPLYM ALL WIRELESS COMrNNGD10N FACUTES PETALLED OR CONSTRUCTED PMSLIANTTO THE TERNS OF THIS CHAPTER. 90 E. HALSEY ROAD, SUITE 104 SETBACKS.ANIENASUPPORT STRUCTURES NOEpUPLEM FPGLTIES SlALLPDFERE TO THE SETBACKS PARSIPPANY, NJ 07054 280-70 F1(1) FORMLNCLFALUSESMTF SB SCFEDLLE APPLICABLE TO TIE ZONE N W H THE STRUCTURES ARE (REFER TOBWG EOURENENfS CFYRTCM SIEETA LOCATED.LOESSOTHERWSENEGATEDELSEWEERENT CHAPTER. IA) SIGNS.SGNSSHALLNDTBEPERNtR OONFACLIrESEXCEPTFORSC DSPLAYNGCONTACTWOR MN ANSI ETYNSTRUCTKNS,W HARE REOULRED.SAFETYSIGNS S)W.L BE MAGCCRDAICE WITHPNERCM SNEINFDRNATONSIGNMDWSAFETYSGNBTOBE 2&F]ON.(I) NAToNPL STANONROS ISTTRRE(MR STANDARDS FOR RADIO FREOLENCY RADAT)DN WARING SKIS. PSTALLEDONE l0ROFCO.OUNDFEFLE CONTACTS GFS SHALL OENTIFYALL SERVCE PRONDERS LOCATED ON TFE FACLITYNO SHALL NCUDE NORMAL AND EMERGENCY CONTACT WORNATON FOR EACH.SUCH SIGNS SHALL NOTEXCEED FIVE SOLIA4E COMPLIES lE OF NEryy FEET W SIRFACE AREA c( Y K M u BASE STATON EOUPNENT SHELTER.TIE BASE STATION EOLIPNENTSIELTER SHALL BE COMMLICTED NRH `?�' AFNSHSB TOTHATOFAOJA WSTRUCTLRESONTHEPROPERTYA' NTECRATEDNTOTFE # MCHTECNRALS .NNYMWLYC MTRLCTEDBASEEOUIP WSFELTERSWILLBELOCATEDIN NJSIE.THIS ARE CE TR INTO 260.70N(!) PCCORDNOE WRH TFE MNMI4IEGHINO YARD EOIARENENIS OF THE ZOPeNG DSTROTAPPLOABLE TO � 1 BULK REQUIREMENTS FOR ZONE M-II (MARINE II) TES E.NOUPTOTYJOADNCENTOFFSIRE,T EEOSPACERWY MDPROV DEO FORSERV CE PROPOSED.T THIS W418E TN ENPIO 1E1ES .AS.NDLIPTO TWO ADGEEFOREGONG,BASEEOU SPATES BE PROVIDE FORSERTED CONSDERATCNLPONFUTUREPRCPOSNS WIRELESSFACMSSHILLBELOCATEDNMPREATHATOSATSFACTORYTOTEERLANINCBOARDUPON SOP 0.ORSGITa 6` COWDERATONOFWP MONAD.V WPROPERTESANDNMMUGVSUALWP M. OAFSSIONIY' � �� BASEEOUPN.EMLMDSCMPIG.ASCREENOFEYERGREENTREESBSA EE PLAk1EDOU150E THE FENOE / G �- DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS CFTHEB DFERTIL!S AREA ORBI RIGlR TOPROVOR ANSUPLANTAGE POINTS ER FSZLE IOPB.G ; PINNATE PROPERlES PNOTE PUBLIC RIGM-0E-WAY OR OTHER VANTAGE POINTS ACCESSBIE TO TIE EVERCiEENSCREEtAY TO BE PLMfiEDAROUW W8 70IL(4) PUBLIC.TE SCREEN SHNICONSSTOFADOLIBLE ROW OF EVERGREEN SHRMS AND TREES TIATAREOF FACLEY �ERE`AI�'K McKEON SL ICENT DENSITYAND FEIC�R TO IMEDATELY SCREEN TEE BASE EOLIPNENT FROM VIEW.REOLIRED MINIMUM LOT DIMENSIONS FRONTYARDSETBACKMEASSFNLL BEUJOSCAREDNDWCLLDESMUSSMOTEES.SLRVNMLITYOF COWLES NEW YORK LICENSED PROFESSIONAL AREA 160,000 SO FT• 41,346 SO FT NO CHANGE NON-COMPLIANT THE LANDSCAPING SHALL BE GIVRANREED AND M4 AIED BY TFE APPLICANT FOR TFE LIFE OF TEE WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES INSTALLATION— ENGINEER-LICENSE NUMBER:095374-1 DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SINE LGHTLG.TIELGHTMO PERMTTED SLWI BE TFE MNLNM EOLREDTOPROTECT THE PMM ALL L1C3R5 TO BE REFLECTED WELFARE.FACILITIESSPIED ON E)OSTPGDEVEWPEDSDESSH LDENCORP MnDMTOTFELGHTP.G ppW XL LIG PLL BE RTOECTED IO:D MINIMUM YARDS 35 FEET t29.4 FEET 774'f (TOWER) COMPLIES 2e0-7oN(s) PUWS OF THOSE SITES OUISDE IGHRNGSFW1lSE FlALY SF4ElDEDfMRRES BO THAT TICU( BYPROPOSEDEVERWEENSCREEN R IS A VIOLATION OF LAW FOR ANY PERSON, FRONT SOIRCE S HOT VISIBLE FROM BEYOND TFE PROPERTY LBE.AND N O LJGF T S REFLECTED OR SHONE UNLESS'THEY ARE ACTING UNDER THE DIRECTION TOWARDS THE SKY,E%CEPTWTHE CASE OFS7RUCiU7E5 REOLAIED TO FOLLOW FAA GTH<IELNES FOR CONPlES OF A LICENSED PROFESSIONAL ENGINEER. MINIMUM YARDS SAFETY L1amG TO ALTER THIS DOCUMENT. SIDE 25 FEET 40.7 FEET 86't (TOWER) COMPLIES STANDARDS.NADONCNTOTESTANDARM14M CLE%NVNOTFESTNOARDSN§2 7DFEREN,A11 REAR 25 FEET 61.9 FEET 30't (TOWER) COMPLIES WRELESSFACLRES.LCl1D1iGCOlOCAIONS.SWV M THE LEASTVSLALLYOBTRMLA2DESIGN DRAWN BY: CHECKED BY•APPROVED BY: BOTH SIDES 50 FEET 102.6 FEET 199't (TOWER) COMPLIES 2S472A POSSIBLE TIATALSOPERN115 TFEARPLGANTTO ACF¢VE RS SERVICE NEEDS.TO T/ATEFID.TIE (1)TROlXaT1(O AS WELLAS(ln ARE NJTARPLICISLE FOLLOWNG DESIGN STANDARDS SFINLL APPLYTO ALL WIRELESS CO NICATION FACILITIES(STALLED OR MINIMUM YARDS CONSMLCTEDT TREOLANEWEPLANMPROVAL: SIDE 25 FEET 40.7 FEET 47't (COMPOUND) COMPLIES JRF JWS JKM 111 REAR 25 FEET 61.9 FEET 8't COMPOUND NON-COMPLIANT'" CO 10G1TIONWVDIESSCOMSIGNED FALUiES SHALL BE D TR0 TO PROVIDE FORATELM.TIF.E (COMPOUND) 2b0-T2A(61 MJLTPIEPROVOERSORDESICNED50THAT7HEYCANBERETROFITTEDTOACCOMAJOATEMILTPLE COMPILES RFDS REV #• 3 BOTH SIDES 50 FEET 102.6 FEET 127'f (COMPOUND) COMPLIES PROVCERS WHEREVER POSSIBLE. SCENIC LMDSCMES AFD MTAS.ALLAMEINASUPPORTSMLCRRES WHICH ME NOT CONCEALED MOE LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES OFBULD@CSORSCREENEDBYEYSTWGTREESORBLCDINCSMISTBESMROUOEDBYAPLAMED SREFDTLOCATEDWSCENCVGTA B CONSTRUCTION 286T2A L6) UFFEROF METREE( OWDLMPMENASMP TSTRUCTLRETFATSLOCATEDVffMASCENC 5.8% (NEW) VSTAOR SCENIC LANDSCAPE OR WITFPI 3G0 FEETOF A SCENIC ROAD,AS DESIGNATED BYTIE TOWN SHALL COWMS MAXIMUM LOT COVERAGE 30% 26.2% 32% TOTAL NON-COMPLIANT"` WTBETALLLERTANIOFEETABOVETFEFEGHTOFTREESWLRSN ARPDNS OF 300 FEET OFTIE PROPOSED DOCUMENTS LOCATIOROR35FEETL%A)Z&NINTEABSENCEOFTREES. ' - THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE COLOR.PMENN45UPPORT STRLICTIRES NTE FORMOF MONOPOLES OR OTHER TOWERS SFNLLEIRER SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BEBLUFIGRAYNCOLORORBECOLOREDMPROPRA MTECOME%TOFTESTRUCTUEESLOCATON SUBMITTALS MII ZONE REQUIRES 80,000 SQ FT PER USE SOTHATTIE TOWERS AS UNOBTRMNEAS POSSBLE,LNLESSOTERWSE REOURED BYTM FEDERAL P 72A(7) AVATCNAMVWTRATON(".FAWRELESSCOMLAMCATON FACILITY S INSTALLED ONASTRUCTLRE COWLES-TOWER TOBEPA[NTEDBLLErGRAY REV DATE DESCRIPTION OTTER TWMA TOWER.TFE ANTENAAND SLPPORT6O ELECTRICAL AND WCFANCAL EOLIDMENT MST BE `• - VARIANCE REQUIRED OFANELRRALOOLORTVLTS OENTCAL TOOR CLOSELYCOWATBLEWMI TFE COLORS OF TIE 0 09-70-,21 ISSI FOR PERSU SUPPORTING STRLCTIRE BO AS TO MAKE TIE AWTENNAMD RELATED EOIAPhENT AS VISLLIILY UNOBTRUSIVE AS POSSIBLE 1 11-0-21 IWIIED FOR Pk709F 2 11-30-21 ISSUED FOR POW ANTENASLPPORTSML CNiES NORADLCENTTO RESDENTAL ZONES.WHERE THE SINE PROPOSED FOR ANANTENNIASLPPORTSMI.CTRE S LOCAIEDWRHNA RESDENTALZONE OR FPS ONE OR MORE a 0f-04-22 CMi1R COMMENTS PROPERTY LINES ABLITTNG OR ONTFE OPPOSITE SIDE OFASTREET FROMARESDENITALZONE OR USE PERMREDNARESIDENRALZONE,NDAMENASIPPORTSTRUCTURES MAY BE CONSTRLCTED UNLESS 4 05-10-22 CLEARR COMEM MEOLLATELY SCREENED FROMVIEW OF TFCSE RESIDENTIALZINES BY ENSTOG BUILDINGS OR LARGE 1 TREEE,ODLIDOGEVERGRMNS TIESTRUCIUREWYMOTRIDEtONAETHN4/OFEETABOLE 0 06-01-22 CLEAR COMMENTS SCREEFBG BIADNGS ARDOR TREES.M THE ABSENCE OFMADECWTE MRA`GEMENTOF ElOSTNG LARGE IREESORBULDPGSTOPROVDEEFFECTNESMEUMTHEI ff OFTHEPROPOSEDSTRUCRREWY 9 01/03/23 CLOD COMMENTS BE N O MDRE TWIN35 FEET,AND THE BASE EOL.LP&ENT MST BE BLRED N AW UNDERGROLFD VAULT.TWO 7 0M�17/23� OMIT COIMEMS zs6nA(9) ROWSOFEVERGREENTREESNUSTBE PLANTED ENCRCUNG THHE STRLCTLE,ONE ROWATADSTANCE TWOROWSCFEVERCREENTREESTOBEPROViDED. FROMIESTRW LR.TRANS LOTEDTR lf3(TOFTFESIRUCTURE,NDTFR OT AT 90950.SP H O(T REUEFBOUCM AS TO HEKMAS NEEDED. OF THN CENTERIRE.TREE MAT HAW WT1PEROF TH LEST 10 FE,5PACE THAN A&E PROJECT NUMBER FEET ON CENTER TEE TREES MUSTHAVE M EXPECTED HEICMAT MATLRfTYOFAT LEAST 10 FEETLE55 T W W NYNYCO223 9A HEIGHT OFTFESTRUCTLRETOBE SCREENED.HE TIVE EVEREES MEFRUBBMbNDMTL LTG TIE T—� GAPS NBEIWEEN FOR SCREENIING DURYJG THE TPvE 7HE TREESRMISTOGNA"DNATESP.TE l-• t PLWANCTEON.ANDACTFEMHILVE GOA OFTHEIREESMID SFRUBSTOACCIEWOFREBPECFO iP� 1'� DISH WIRELESS PROJECT INFORMATION I 5 �-•• C' I SITE COtO1TIONS,AID ACCONALSHTIE GOA10F 5CREE1dGTVE FACIITYFROMVIEW OF RESDENTAI I f PROPERTIES.AWRITTENGLLMANTEE FROMT7#WIRELESS FACIU"S OWNER SFWI BE REOURED TO II ~u�^ �T, roN NYNYCO2239A iL1 ENSLRETHATTEEPIANTPGSSIRVIVEPtDARENW.BJTPAEDTWOIGHOIRTHEEf�TENCEOFTIE (, LtL _ES AN[) 61405 MAIN ROAD, ROUTE 25 AU V I 20J1�Lj L 280.74 C. 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GLIDLAS NOR—OF TIE 280-T4C(t>) STRLOTIRE AT ITS WDESTNO NN2ROVYEST,MRTETNIEST POM,PJCLLOPG PNTENYIS OF IGHTNIIG (SEE SIEET0.7) PRO ECTON DISH Wlrelaw LLC. TEMPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. d %osh 1 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. WkehMA-2 -LLC 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 — (1) PROPOSED DISH Wirelm HYBRID CABLE ROUTED PROPOSED FIRE DEPARTMENT is m' PROPOSED 10'x12' DISH— ALONG ICE BRIDGE EQUIPMENT CABINET ELEVATED m I 41 Wireless LLC LLC L�� — TMUIP�M)Qdi PLATFORM (BY z PROPOSED DISH Wireless LLC _ p SEE EQUIPMENT 12'WIDE ICE BRIDGE PROPOSED 150'-0' CONCEALMENT AZIMUTH UTILITY H-FRAME LAYOUT(SHEET A-3) (37'-0" ICE BRIDGE LENGTH) TOWER (BY OTHERS) (BY OTHERS) E IV ZB l IV E E R I N G P.C. 0 0 0 W vp 0 G p p PROPOSED TRANSFORMER 90 E. 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PROPOSED FIRE DEPARTMENT PROPOSED MESA O OF NE j r _ _ _ ICE BRIDGE(BY OTHERS) CABINET(BY OTHERS) \ y�Pte v K A4 YOQ� Cm' ED I 1 • I I gOFE5S10NN�' --------------, i _ 1 - 1 lEREM K McKEON ' I NEW WORK LICENSED PROFESSIONAL iENGINEER-LICENSE NUMBER:0953741 ED R -- ITIS A VIOLATION OF LAW FOR ANY PERSON, 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1 � ----- -----�i DRAWN BY: CHECKED BY:APPROVED BY: i JRF JWS JKM T0c) M vp��w RFDS REV #: 3 i CONSTRUCTION DOCUMENTS O SUBMITTALS �•—,—• —•— ,—.— —.—.—. —=J 0 REV DATE DESCRIPTION O SEE ANTENNA LAYOUT A:PROPOSED CHAIN 0 00-0-21 ISSIM FOR PE78R (SHEET A-2) LINK FENCE(TYP) O t 11-05-21 ISSUED FOR PEItIR (BY OTHERS) a ttao-at IssvEn FOR PEarr PROPOSED VERRON PROPOSED FUTURE PROPOSED ACCESS a 0"4-22 CUENT OpIROnS EQUIPMENT PLATFORM CARRIER AREA (TYP) GATE (BY OTHERS) 4 05-10-a2 CLOIT COMMEXIS (BY OTHERS) (BY OTHERS) a 05-ot-a2 clmerCOIMEIrs PROPOSED VERSON a 1 01/63/23 1 CLKNr OOMMIMI s P -- ICE BRIDGE(BY 7 1 0/17/2a I MM MMENTS j GT F Z OTHERS) A&E PROJECT NUMBER NYNYCO2239A fA DISH WIRELESS PROJECT INFORMATION A NYNYCO2239A SLUG < 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 Betai?Oi?Ri3tees r z SHEET TITLE COMPOUND PLAN NOTE DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER EUTE PROVIDES GEOTECH. 6' 4' 2' 0 5' 10' A-1 C COMPOUND PLAN DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • r 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION RFGS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) d s h TOP EL. 0 164'-10"AGL �,.LLC PROPOSED FIRE DEPARTMENT 1-4 DIP PROPOSED DISH BELOWWimle LLC ANTENNAS AND EQUIPMENT ANTENNAS MOUNTED BELOW PROPOSED ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE (BY OTHERS) CONCEALMENT POLE LITTLETON, CO 80120 PROPOSED VERIZON ANTENNAS (BY OTHERS) PROPOSED DISH Wireloee LLC ANTENNA RAD CENTER ® 14s'-1" AGL (TW 1 PER SECTOR,TOTAL 3) PROPOSED VERIZON PANEL �\ ANTENNAS (TYP) (BY OTHERS) PROPOSED VERIZON ANTENNAS (BY OTHERS) PROPOSED 40'%150'-0' FAD CENTER ® 141'-2" AGL MOLT-SECTION, MULTI-SIDED CONCEALMENT POLE (BY OTTERS) C1 SE� 1 1 (3)PROPOSED DISH YArden LLC L.L.C.ANTENNAS ob RAD CENTER°13r—o'AXL 4F Al AZIMUTH I 1 0 ENGINEERING P.C. FUTURE CARRIER ANTENNASOL O RAD CENTER @ 120'-0" AGL 0 0 90 E. HALSEY ROAD, SUITE 104 SEE ANTENNA LAYOUT PARSIPPANY, NJ 07054 (SHEET A-2/DETNL 2) G FUTURE CARRIER ANTENNAS PROPOSED 8'/ MAIN PIPE MAST(FIELD VERIFY MAST PROPOSED DISH Wireless LLC MOUNT I � RAD CENTER ® toe'-o"AGL (7YP 1 PER SECTOR,TOTAL 3) iv SIZE PRIOR TO PROPOSED CANISTER CON57RUCT��) EllyoKM 0 SECTION (lYP) (BY OTHERS) Q s FUTURE CARRIER AMENNASk FAD CENTER 0 96'-0" AGL 'm .y �NFdp� 0953�A�lCa��i PROPOSED 150'-0' AOFESSION�V CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS RAD CENTER ® 84'-0"AGL ' ilk Y K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 I II IT IS A VIOLATION OF LAW FOR ANY PERSON, II UNLESS ATM ACTINGUNDER THE ON LICENSED ROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wireless LLC I DRAWN BY: CHECKED BY:APPROVED BY: RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT ,z'e^ D 1 z - 4 s 2 EXISTING CONCEALMENT POLE 1/2"=1'-0" JRF JWS JKM II RFDS REV #: 3 (12) PROPOSED DISH Wirelow LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES ROUTED UP WITHIN EXISTING CONCEALMENT POLE ii SECTOR POSITION EXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE (HLLW) AZIMUTH RAD F® LINE TYPE MANUFACTURER - CONSTRUCTION PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER II DOCUMENTS II (4) 7/8' COAX II ALPHA Al PROPOSED COMMSCOPE - FVV-85B-R3 5G 1.9' X 11.81 70' 132'-0' (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS II (180' LONG) PA-33R-BUU-H4 REV DATE DESCRIPTION II (1) PROPOSED DISH Wireleae II LLC HYBRID CABLE ROUTED D 09-20-21 sXom FOR Ear II ALONG ICE BRIDGE (4) 7/8-COAX 1 11-05-21 ISSUED FOR PF1aar II PROPOSED DISH Wireless LLC BETA Bl PROPOSED COMMSCOPE - FW-658-R3 5G 1.9'X 11.81 190 132'-0' RET CABLE (SEED (1) CCI PRODUCTS - 2 RIDS-21 ISSUED FOR PElasT II WITH ALPHA) HPA-33R-BUU-H4 II 12'WIDE ICE BRIDGE (180' LONG) 3 04-04-22 OMIT COMMITS II (37'-0- ICE BRIDGE LENGTH) 4 011-10-22 OMlT COIMMIIIS PROPOSED VERIZON ICE II s 1 05-01-22 1 OMIT carmnS BRIDGE (TYP) (BY OTHERS) II PROPOSED FIRE DEPARTMENT 8'COAX 4) 7/ II EQUIPMENT CABINET ON RAISED RE(( CA 7/8- (SEED a 01/03/2a OMIT COMMITS PROPOSED VERIZON II EQUIPMENT PAD (BY OTHERS) GAMMA cl PROPOSED COMMSCOPE - FVV-85B-R3 5G 1.9' X 11.81 310' 132'-0' WITH ALPHA) (HPA-33R-OBUU-H4 7 05/17/23 OMXr corms EQUIPMENT PLATFORM II PROPOSED UTILITY H-FRAME (I SO- LONG) (BY OTHERS) II (BY OTHERS) A&E PROJECT NUMBER PROPOSED CHAIN LINK LL — NYNYCO2239A FENCE(TYP) (BY OTHERS) j DISH WIRELESS PROJECT INFORMATION SECTOR POSITION MANUFACTURER -MODEL 19� NYNYCO2239A TECHNOLOGY t rf � o NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 25 11 Al 5G DETAILS. SOUTHOLD, NY 11971 piI IF SAMSUNG - RF44S7D-70A AWS3/AWS4 4T4R 32OW I SI ALPHA 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED tt _ €' SAMSUNG - RF44SM-71A CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS J {� �F � ! nl ,i,-, SEE EQUIPMENT Al TB 4T4R 280W RU � AND SHALL BE APPROVED BY THE TO1TP1 PRIOR TO INSTALLATION. �,� PPP LAYOUT(SHEET A-3) SAMSUNG S RF44 32OWA € �� 1 B1 AW53/AW54 4T4R 320W `� SHEET 11TLE 6 q ' BETA B7 SAMSSUNGT- R -71A 5G EQUIPMENr ELEVATION, ANTENNA _ LOCATION QTY LAYOUT AND SCHEDULE + h, Cl SAMSUNG 2t CA `rr' PROPOSED NUMBER MANUFACTURE MODEL SIZE(HxYYxD) WENGHi ,,.:t,71..T dEl k GAMMA / SHEET NUMBER SO;rdm�.. Gil YR1S'iees ! cl SAMSUNG T- RF4450T-71A 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 8.98'x14.39'x8.15 21.82Um _�_____..._.__ -- TB 44R 280W RU 20' 10• 0 20' 40' A-2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE NO SCALE 3 ,•=zo' DISH Wlrelaes L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' • OF TILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCREIMN OF DISH v Whalen LLC L.L.C. CONSTRUCTION MANAGER AT TIME OF PROPOSED DISH WIRELESS B'-0'X 10'-0' CONSTRUCTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PLASTIC d..sh PREFABRICATED ELEVATED EQUIPMENT PLATFORM (3'-0'ABOVE GRADE MINIMUM) WITH 42' HIGH PROPOSED DISH�RE�ss 3. EQUIPMENT CABINET OMITTED FOR CLARITY LLC HANDRAIL ALL AROUND PLATFORM PROPOSED DISH WIRELESS OVP (SEE DETAIL 1. SHEET A-7) BOX ON PROPOSED H-FRAME DIPLEXER ON PROPOSED H-FRAME (IYP. OF 4 PER SECTOR. 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE LMLETON, CO 80120 PROPOSED DISH VARELESS RRH ^1 PROPOSED CHNNUNK FENCE(BY OTHERS) ON PROPOSED HFRAME. 6 • TOTAL) (STACKED) PROPOSED DISH c WIRELESS GPS ANTENNA Tq r ——— ——— —— ——— — ———————————— 3.-0. I I AZIMUTH ENGINEERING P.C. = 00 00 00Ll lin 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 Arm I PROPOSED DISH WIRELESS H-FRAME (TYP.) (SEE DETAIL 4. I SHEET A-7) <ptE DY K MK yoy�5 S �Z PROPOSED D11 WIRELESS * rt EQUIPMENT CABINET ON I I r ELEVATED EAUIPMEM PLATFORM PROPOSED DISH VAREI E.SS FMB ON PROPOSED H-FRAMEF�p•'OB53YN O� • I I REM K McKEON NEW YORK LICENSED PROFESSIONAL II ENGINEER•LICENSE NUMBER:0953741 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. PPC ON PROPOSED H-FRAME DRAWN BY: CHECKED BY:APPROVED BY: • — — JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS i I SUBMITTALS REV DATE DESCRIPTION O 00-20-21 ISSUED FOR LET PROPOSED DISH 1 tt-0s-21 InTkn POR PE7wT WIRELESS ICE BRIDGE 2 11-30-21 ISSUED FOR PMK TV. 3 01-04-22 alai CDuortS ------ ------ 4 05-10-2z CLIENT areas _ 5 05-01-22 ClDlf arEM4 e 01/03/23 aglR arOAS �-� [ PROPOSED DISH 7 CO/17/23 aDFr areas �y1 f is i� �� E I PA CONCRETEPOSED PIER WIREI ESS WORK UGHT A&E PROJECT NUMBER IL s a�- - _-. 3y "E (M.) (SEE DETAIL 2. SHEET A-7) S i�ti! ;f 'j NYNYCO2239A I E1 ! ` PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION g AUG 3 1 2023 (SEE DETAIL �GA-7�j NYNYCO2239A �y 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 p50 tti C!u Cti:[i I PROPOSED DISH WIRELESS 10' X 12' LEASE AREA a SHEET TITLE EQUIPMENT PLATFORM AND NOTE- H—FRAME DETAILS DEIGN OF PIERS WILL N® TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOIECH. A-3 DISH Wlnlw LLC.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 xs ESOA600—HC804 (HEX) ENCLOSURE DIM (HxWxD) 29.25'x19.007 .50• DIMENSIONS (HxWxD) 75'x32'x3Z' Ff / WEIGHT: BO Ibs ENCLOSURE TYPE NEDAA 3R RAINPROOF IO2 d s h WEIGHT (EMPTY) 625 Ibs (approx.) / OPERATING AC VOLTAGE 240/1Z0 1 PHASE 3W+G IOP UL LISTED FILE E-2875 mllkvlm.LLC e 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Ocs boo 0 0 0 0 0 p o a 00 00 ao oa LL: 00 00 0 0 0 0 0 ® AZIMUTH I I lEFI RIGHT FRONT BSOK SOIL SIQE E6Gi>Q SIDE ;ilQE Sly SIGE FRONT 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL No SCALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL No SCALE 3 EATON METER SOCKET CHARLES CFIT—PF2020DSH1 OF NEW;, FLEXIBLE RIGID tE W;, UNRRS213BEUSE FIBER TELCO ENCLOSURE PROPOSED INNER Tart 5�"_F,1r KMo METER SOCKET TYPE RING O ICE BRIDGE * Dy ENCLOSURE DIMS (HxWxD) 20'x20'x8' ,r ENCLOSURE DIM (HxWxD) 18'x12•x8' PROPOSED X'DIA s ENCLOSURE WEIGHT 20 The HYBRID CABLE MAIN AMPERE RATING 200A (OPTION A- j j NDUIT SUPPORT ELBN MOUNTING WALL II BRACKET AND BINDING PgOFE5510NIT WEIGHT 18 LBS COMPLIANCE TYPE 4 HHYYBBRIDSCABLE DIA O 10'-0'O.C. FRONT (OPTION 'B') j 11 �E�REM K McKE6N O O O NEW YORK UCENSED PROFESSIONAL mm PRO_ ENGINEER-LICENSE NUMBER:0953741 ❑ • o CABLE CLAMP • ' • O 3'-0'O.C. If IS A VIOLATION OF LAW FOR ANY PERSON, 0 UNLESS OFA LICENSEDARE A ROFESSIONAL ENGINEER,CTING UNDER THE ON XISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY:APPROVED BY: JRF I JWS JKM O O j LL 0 RFDS REV #: 3 CONSTRUCTION s� DIM FRO sm !3 FRONT DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL No SCALE rj HYBRID CABLE RUN No se 6 SUBMITTALS = REV:_,DATE DESCRIPTION 0> OY=20-2/ ISSUED FOR�r COMMSCOPE WB—K110—B INCLUDED WB-T12-3 TRAPEZE KrT, 11 '� „ 21 I FOR L8asr WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS WB-LB12-3 SUPPORT BRACKET _ 2: tto-21 I FOR�r 3' 04L6f-22 CLINF COMIAM DIMENSIONS (HxL) 160'x1o' 1 j ' n,rn., r.- MF-130 DIRECT BURIAL PIPE FINISH SLOPE , G i 4 'Lis-iD-22 CLEW COMMEMS WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4' TO DRAIN s 0e-0t-22 CILMCMsoas CABLE RUN (OTY) 12 , n i \ i ;e 01/03/23 CUFM COMMENTS O PROPOSED TIMED LIGHfc��^'!:r 7 05/17/23 MM 0011IMNIS PIN{ST36CH) SUPPORT BRACKET A-A A-A (TIP-OF-1_PER_ICE- OFIiCiO T,-:fpes, IA&E PROJECT NUMBER (WB-LB12-3) CANOPY POST.TOTAL OF 4) _ -.., _---- NYNYCO2239A TRAPEZE KIT (WEI T12-3) 3' DIA SCH 40 PIPE fOj DISH WIRELESS PROJECT INFORMATION PROPOSED 3.5' DIA. SUPPORT BRACKET SCH 40 PIPE m _ NYNYCO2239A (WB-LB12-3) g GALVAN Tq 3•�tL10'-0' LONG SCH. 40 PIPE 61405 MAIN ROAD, ROUTE 25 TRAPEZE KIT PIER FOU' DihNDATION SOUTHOLD, NY 11971 °g°°° (WB-T12-3) PROPOSED 1'-S' - DIA. CONCRETE PIER (TYP) A-A SECTION GFCI DUPLEX OUTLET WITH NEAAA 3R SHEET TITLE OUTLET COVER (TYP OF 2) 40 DIA GAI_V SCH ® EQUIPMENT DETAILS — 1 40 PIPE (SPACED 3.5' DIA GALV SCH 1. MOUNT TIMED LIGHT R OUT PER (9. MF- MAX) 40 PIPE (SPACED (MF-130) 9--0• MAX) MANUFACTURERS RECOMMENDATIONS SHEET NUMBER (MF-130) CONCRETE PIER Elm FRONT SIM A-4 ICE_ BRIDGE DETAIL No scALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL No SCALE $ WORK LIGHT DETAIL NO SCALE 9 DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 PCTEL GPSGL—TMG—SPI-40NCB MINIMUM OF 1.75•� 1.80'f DIMENSIONS (DAM) MMANCH B1x184mm O 27(r IN ANY D5IRECTION v 3.2x7.25' GPS WEIGHT W/ACCESSORI6 075 Ibs d..sh CUEN Y RA N—FEMALE >� W .LLC FREQUENCY RANGE 1590 t 30MHz �p q,y�N� j p '�Y 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 CUI2PSM8P4))O( CUT 2PSM9P8I)(X GPS UNIT oesnwCTKm MUST (4 AWG CONDUCTORS) (B AWG CONDUCTORS) BE BELOW 1Q 1.41'4 00-1\ o C= O 0 4 O 0 eQ'O '��N AZIMUTH CUI2PSM9P8XXX ENGINEERING P.C. fma S1QE (B AWG CONDUCTORS) 90 E. HALSEY ROAD, SURE 104 CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 MINIMUM BEND RADIUSES NO SCALE 3 OF NIF g Y K M e2 LINE DETAILS �o SSIM��\ LINE TYPE COAX MANUFACTURER TBD " RE�I K McKEON NEW YORK LICENSED PROFESSIONAL MODEL NUMBER COAX -7/8 ENGINEER-LICENSE NUMBER:095374-1 DIAMETER (O.D. IN.) 1.102 IT IS A VIOLATION OF LAW FOR ANY PERSON, WEIGHT(Lbf. PER FT.) 0.302 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, QUANTITY 12 TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY:APPROVED BY., JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 ISM FOR PERIfT 1 11-05-21 ISSM FOR PERMIT 2 11 30-21 QED FOR PFRYT 3 06-04,-72 ISER COMMMIS 4 05-10-22 WENT COrF]RS 5 00-01-72 CIEIIT COUEMS 5 01/03/23 QMff COMfM6 7 05/17/23 CIENT COME M A&E PROJECT NUMBER ty NYNYCO2239A ! ` � DISH WIRELESS PROJECT INFORMATION I$I ! NYNYCO2239A A U G 3 1 2G23 S UT OLD �LS r � 6140ROAD,N 11 ROUTE71 25 I €�.—.—_ Soid;old Ta;,,I, SHEEr TITLE Board afTtisiaes�� EQUIPMENT DETAILS — 2 SHEET NUMBER A-5 NOT USED NO SCALE 4 NOT USED NO SCALE 7 NOT USED NO SCALE 8 DISH Wlrflfn L.L.C. TEMPLATE VERSION 34— 06/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451D-70A RF4450T-71A DIMENSIONS (HxWxD) 2•x5.72'x.25- O O DIMENSIONS (HKWxD) 15'x15'x8.9' DIMENSIONS (Hx x1WzD) 15' 6.5'x11' WEIGHT: 5.5 LEIS QM.8 WEIGHT 61.3 Ibe WEIGHT 94.6 The 7-a d.sh CONNECTOR TYPE 4.3-10 TRF OR CONNECTOR TYPE C4.3-10 RIF ONNECTOR TSOPECI 7- DUL,01/e BRACKET ASSEMROUND OR POLBLY �N POLES 3' AS-EMA FPs PRour +LLC INPUT VOLTAGE -36 to 58 VDC INPUT VOLTAGE -36 to 58 VDC ELAN ELAN EEI TRIAD—AB MOUNT p 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS (HxW)(D) rx1o'x.25' AB PLAN WEIGHT: 2 LBS OTY:6 SPECIFICATIONS: ANTENNA BRACKET, 1/4' HRPO • GUSSET ASSEMBLY AB FRONT 0 0 m��_� BOLT HEX NUT 14AT WASHER AZIMUTH LOCK WASHER O O xp m TRIAD-FPS POLE ENGINEERING P.C. i j BAGK E �� 66CK E � THREADE FPS/AB FRONT ROD C") FPS/AB PUN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL NO SCAM RRH DETAIL NO SCALE 2 MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181—PF-48 ,eof:NEW, FVV-658—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) e"y YK4f DIMENSIONS (HxWxD) 71.9'01.8'0.1' WIDTH 5' DIMENSIONS (HxWxD) 18.98'04.39'x8.15' r_ t TOTAL WEIGHT 43.8 LB ELt� DEPTH 2' WEIGHT 21.82 LBS RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE P1M1Fa HO DBs31°�� HEIGHT 8' MOUNTING �OFESSIONI� TOTAL WEIGHT 1.5 The BRACKET • • HOUSING MATERIAL ASA/I1BS/AWMINUM ANTENNA rERfM. K McKEON RADOME COLOR LIGHT GRAY NEW YORK LICENSED PROFESSIONAL ENGINEER-UCENSE NUMBER:095374-1 CONNECTOR 1x8-PIN DAISY CHAIN MOUNTING BPACID:T 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: CHEC APPROVED BY: JRF JWS JKM MOUNTING 0 PIPE L.L.C. APPROVED RFDS REV #: 3 .. L6 lNu wr ORI=DIS Llc CONSTRUCTION =K EWA DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) FNO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 SSUED FM PMff COMMSCOPE 1 11-05-21 ESIIFD FOR PEW CDX623T—DS—B DIPLEXER 2 11-30-21 55M FOR PERWr S 01-04-22 CL&37T COM M4 DIMENSIONS (HxWxD) 8.6'x4.9'x4.5' 4 05-10-22 CLIENT COMhWS WEIGHT 10.14 Ib• 5 06-01-= CLIENT COUIE m CONNECTOR TYPE 7-16 DIN FEMALE a Ol /23 =common m/n/2s txXlOrt commm A&E PROJECT NUMBER NYNYCO2239A L DISH;MIRELESS PROJECT INFORMATION ! „P E; NYNYCO2239A: L i� 6i1.405 MAIN ROAD, ROUTE 25 r1 U `' '� L y+ ISOUTHOLD, NY 11971 ` t f ; SHEET TITLE EQUIPMENT DETAILS — 3 BA4K SlQEFRO SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE NO SCALE 8 NOT IN USE No SCALE Q DISH Wirelem L.L.C.TEMPLATE VERSION 34 - 06/11/2021 40.OUTSIDE (IYP) EQ—PO810 B AD EQUIPMENT QUIPM N PREFABRICATED STEEL PLATFORM PROPOSED BASE PLATE (SEEPDEEMILP) PLATFORM ACCESS LADDER LATFORM EQL.2 �•CTC ) .11 TOTAL WEIGHT f1017.8 Ibs RUNG WELDMENf QTY 2 a v MAX LOAD CAPACITY 10,000 The PROPOSED HSS4X4X3/8 COLUMN TOTAL HEIGHT W. i d%o 1-1/2' %osh 1-6• TOTAL WEIGHT 47.62 The F q PRO Posm i 0 W ' -LLC n 109L70-x3/8• 4• NOTES: _ BASEPLATE - (EQL2 SHOWN FOR CLARITY PURPOSES) 12 a 2 5701 SOUTH SANTA FE DRIVE GRADE LEVEL - ALL DIMENSIONS SHOW AS 'W WILL BE yB 12 � LITILETON, CO 80120 THE SAME FOR ALL LADDER ASSEMBLIES PROPOSED 5/8•A615 B ANCHOR BOLT iv E ABEDEDI�1'--�) PROPOSEI) (TYP)HHS _______----- ^� 4HS X4X3/8• 8a • .• PROPOSED COLUMN fO 10'X10'(3/8• 4 A•• ' BASEPLATE 1• BAR GRATING '� �••. • ICE ,D' �:.. � . .. . PROPOSED PLAIN aI CN PO Li" / Z I M LA T H FRONTSIX 1-6' 10•XX3/8• PLATE REI IE AFTER � EAGiREERIVG P.C.ESIGN OF PIERS VVILL NEEDEE FRONT® TP�ROVIDES GEOTECH. 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 E OF NEIV;,qq 9AY K M�O`1' e 2 t NOTES: } 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 8 AOAESSIOUN�' 2 10 � , R K McKEON 7 `r � 15 17 NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 ff IS A VIOLATION OF LAW FOR ANY PERSON,6 a UNLESS THEY ARE A ACTING ON LICENSED PROFESSIONAL ENGINEER, DETAIL ALL CORNERS TO ALTER THIS DOCUMENT. SCALE I:4 DRAWN BY: CHECKED BY:APPROVED BY: 9 DETAILE 4 1 scALE1:4 JRF JWS JKM ' 11 e 12 RFDS REV #: 3 CONSTRUCTION 0 5 10 7 DOCUMENTS SUBMITTALS x ,, REV DATE DESCRIPTION 13 �� 0 09-20-21 ISSUED FOR PMK 6 ( 6 F� � --- - .--�^—� — -- f 11-30-21 ISSUED FOR I'ERMF DETAIL `J -,� y' -.E�-a —2 11 10-21 ISSUED FOR PFAYF SCALE 1:41. F1 ,r_- T. .l) W- 22 CLIENT COMMENTS REM PART NO. DESCRIPTION QTY. ,WEIGHT NOTE NO. /� -® '—"^^��-----,- f3-.:. f 4 �,��-10-22 CIiM COMMENTS 1 GB-D3105 3/8"X I"GALV BOLT KIT 14 0.05 LBS -- 2 GB-03205 3/8"X 2"GALV BOLT KIT 28 0.08 LBS .`1 s I r '6 ;06-01-22 CLEM COIRE WS 3 GB-05205 5/8"X 2"GALV BOLT KIT 28 026 LBS 11 °y F I ;,rRE ,°Of/LLl/23 CIIfMM COIREMS 4 GWF-03 3!8"GALV FLAT WASHER 14 0.01 LBS _ i `2 /y Ij� .J �ttt� I �7 05/17/23 QMff COMMMS 5 GWF 96 5/8"GALV FLAT WASHER 28 9.96 LBS ® C + U t7 E'„1�•J 9 A&E PROJECT NUMBER 6 MTC396620 POST,HANDRAIL 14 9.96 LBS �1q + a 7 MTC3979HRI1 HANDRAIL,HORIZONTAL 4 16.60LBS NYNYCO2239A 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21.11 LBS 9 MTC3979HR13 HANDRAIL,HORIZONTAL 2 6.51 LBS DISHY WIRELESS PROJECT INFORMATION 10 MTC3979HR14 HANDRAIL,HORIZONTAL 2 5.44 LBS ® & ~ :''r.Ul;ii€7i0tarrl R'Y'" I 11 MTC3979HR75 PLATE,HANDRAIL TOEBOARD 2 16.52LBS ® ® i-•-- _ l;'OvC�i?i�T;,: I�ES 1 NYNYCO2239A 12 MTC3979HR16 PLATE,HANDRAIL TOEBOARD 1 20.83LBS REMOVE UPRIGHT POSTS(MTC396620)- ---- - 614OS MAIN ROAD ROUTE 25 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS BOLT IN 4"X4"TUBE FOR MTC3983 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. SHEEP NUMBER A-7 EQUIPMENT PLATFORM HANDRAIL DETAIL NO SCALE 4 DISH Wlr•Isss L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND-48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY-48V. • 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE r 2. ANTENNAS AND MOUNTS OMITTED FOR CLARETY. 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 d. sh 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. 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 LIITLETON, 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. S. CONTRACTOR SHILL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SWILL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS ENGINEERING P.C. B. ALL DISCONNECTS AND CONTROLLING DEVICES SWILL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. 90 E. HALSEY ROAD, SURE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES,AND ALL DISCONNECT SNITCHES,AND EQUIPMENT CABINETS. 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 'if,OFNE y' Wyq _p]t,Y 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. PROPOSED UNDERGROUND POWER Z CONDUIT (LENGTH: 72'-0'f) i — _ 13.ALL TRENCHES IN COMPOUND TO BE FUND DUG - - ADFESSIONTV' RAY K McICEO NEW YRK LICENSED F AL ENGINEER-LICENSE NUMBERL 095374 1 IT IS A WOLATION OF LAW FOR ANY PERSON, ` L o UNLESS N OFS THEY ARE A ACTING DIRECTION�LICENSED PROFESSIONAL ENGINEER. —— PROPOSED DISH Wirelow LLC METER WITHIN EXISTINGTO ALTER THIS DOCUMENT. UTILITY VACANT METER BANK DRAWN BY: CHECKED BY:APPROVED BY: O PROPOSED UNDERGROUND FIBER JRF JWS JKM CONDUIT(LENGTH: 60'-0'*) RFDS REV #: 3 �I I CONSTRUCTION DOCUMENTS �.—.—. .— .—.—.J SUBMITTALS OREV DATE DESCRIPTION 0 09-2D-21 ISAIFD FOR Pk7lNT 1 11-05-21 WIM FOR PEIUB 2 11 30-21 WIM FOR POW S 01-04-22 CIER CONFAB EXISTING PAVED PARKING AREA s 05-10-22 a>ort Oa•oas 5 0E-01-22 CLIENT COMMENTS EXISTING BUILDING 5 01/07/27 GDR COYFNR , �- cM •=„- y l 7 05/17/0 GDR� COMMENTS NUMBER A&E PROJECT NUMBER fi ( { NYNYCO2239A DISH WIRELESS PROJECT INFORMATION AUG 3 ;'03 NYNYCO2239A i — 61405 MAIN S UT OLD, NY 11 E 25 971 vDUll 0!0 iOV;TI SoadelTrustEeS =.� '__ SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 UTILITY ROUTE PLAN 12' 6' 4' D 10' 20' ELECTRICAL NOTES NO SCALE 2 DISH WimIm LLC.TEMPLATE VERSION 34 - 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -49V CONDUCTORS. RED MARKINGS SHALL IDENTIFY+24V AND BRIE MARKINGS SHALL IDENTIFY -48V. • r 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. d s h 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 O O O „LLC 12AWG WIRE ( ' PROPOSED DISH Wireless LLC NOTE FIBER PROVIDER TAIL) L.L.C. PROPOSED FIBER WILL NEED TO PROVIDE AN 2. ALL ELECTRICAL WORK SWILL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL FIBER ENCLOSURE PROPOSED DISH Wireless LLC MD, IF REQUIRED ADDITIONAL SIFT UNISTRUT, STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SITES AS 2 U-BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. N THE EVENT THE LI ::T L.L.C.LLC. UNISFR 5701 SOUTH SANTA FE DRIVE BRACKET SPACING DOESNT LITTLETON, CO 80120 3. LOCATION OF 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. UN SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 00 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC L.L.C. -1/4' I= CONDUITSC. �^1 VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF WILL NEED TO BE POWER TO FIBER PROVIDER NID 111C0 BOX OF ME) ENCLOSURE AND TERMINATED BY FIBER 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH Wireless LLC INSTALL 1-1/4-LIQUID TIGHT PROPOSED DISH PROVIDER BULKHEAD/LC OTHER SIDE OF LLC. 12 AWG WIRE CONNECTORS, UL LISTED, NYLON Wtrelese LLC LLC. CONNEORE LC (8 MATERIAL,WITH 0-RING GASKET 8. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT BREAKER IS TERMINATED. FIBER PROVIDER TO INSTALL 7. CONTRACTOR SHALL PROVIDE ALL STRAIN REUIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. 1-1/4- FLEX CONDUITS BETWEEN AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IN IN PROPOSED DISH Wireless LLC FDP TELCO BOX& MD PROPOSED FIBER PROVIDER L.L.C. E rs G I N E E Sa f o P.C. FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC B. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLQ O O OF WAY TO SiRE77, L.L.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. L.L.C. PROPOSED DISH Wireless LLC uRE I�t01E1�R1aSH Wireless LLC TERMINATED TO FDP L.L.C. � L.L.C. ISF LLC 90 E. HALSEY ROAD, SUITE 104 S. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wlretese LLC 12 AWG WIREPARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES,AND ALL 1 2' POWER FROM CABINETL.L.C. TII N 1-1/2- FIBER TO CABINET DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. D ISH Wireless LLC L.L.C.LLC. ��2y PFlEI CABINET INSTALLS 1-1/2- CONDUITS �R XED DISH relsse LLC PROPOSED DISH Wireless LLC 0 PROPOSED DISH Wireless LLC FOR POWER AND FIBER L.L.C. 2' CONDUIT FROM L.L.C. L.L.C. 2'CONDUIT FROM 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL CABINET COMMERCIAL FIBER VAULT 1-1/2- POWER FROM CABINET COMMERCIAL FIBER VAULT 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. gLPeOFNa KIy�YOo 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. Fop 6 0953�a�1' ELECTRICAL NOTES No scALE DARK TELCO BOX — INTERIOR WIRING LAYOUT No SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL No sGUE 3 gDrEss1DN�� // "ER K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 PROPOSED 5 SINGLE MOUNTED METER SOCKETS ON EXISTING H-FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON. WITH 1 DAY METER PROPOSED DISH Wireless UNLESS F ATMLCENSEDEY ARE ACTING UNDER THE ON PROFESSIONAL ENGINEER, SPACES (BY OTHERS) LLC 200A POWER METER TO ALTER THIS DOCUMENT. s _ PROPOSED DISH Wireless LLC WITH DISCONNECT DRAWN BY: CHECKED BY:APPROVED BY: . LOAD CNNET AWER SECTION JRF JWS JKM M M M YT-4 f 200/3 RFDS REV #: 3 Li ZM EAR^ CONSTRUCTION �o DOCUMENTS E PROPOSED DISH PROPOSED Wireless LLC 200A, Wireless SUBMITTALS 120/208V' 10 3W LLC PROP CABINET OSED AC CABINET I MESA CABINET REV DATE DESCRIPTION (BY OTHERS) O 09-2D-21 SSUED FOR PERMIT SEE TRENCHING NOTE 1 2' RGS t 11-45-21 ISSUM FOR PERMIT TRENCHING NOTES SPECIFICATIONS SITE Ns 2 11 70-21 ISSUED FOR T+OW 3 0"4-22 CIDNT COMMENTS 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) 4 05-10-22 CLENr 005EMM TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 5 0e-01-22 CUOU COM ENIS CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS AREAS.OR WITH LOCAL REGULATIONS PWR PWR PWR—PWR PWR �—PWR a ot/o3/2s cTtHNr COMMENTS REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PWR PWR PWR PWR PWR PWR 7 05/17/23 CIENr COMMENTS AREAS TO ITS ORION&CROSS 8'WIDE WARNING TAPE I A&E PROJECT NUMBER SECTION. //j\\ �j/ Fl3R FBR F1jR Fl�R FBR—J 2. TRENCHING SAFETY. INCLUDING, o NYNYCO2239A BUT NOT LIMITED TO SOIL I ��/ mpg DISH WIRELESS PROJECT INFORMATION CLASSIFICATION, SLOPING,AND \ F PVC SCH. 40 CONDUIT FOR FIBER CADwELD \ (CM To CONFIRM) N0�` NYNYCO2239A SHORING, SHALL BE GOVERNED z / �� RISER DIAGRAM IS FOR REFERENCE BY THE CURRENT OSHA \ c�� ONLY. WIRE SIZES AND FINAL WIRING 61405 MAIN ROAD, ROUTE 25 TRENCHINGSTANDARDS. �IXGVATION b o :•a PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFET3. ALL CONDUITS SHALL BE W \/� .i.'.•, M1 \ GROUND ROD COMPLETION OF UTILITY CONSULT. INSTALLED IN COMPLIANCE WITH i•, / SHEET TITLE THE CURRENT NATIONAL / UTILITY WARNING TAPE ELECTRIC CODE (NEC) OR AS PVC SCH. 40 CONDUIT ELECTRICAL DETAILS REQUIRED tiY THE LOLL SAND BEDDING PER SITE AND RISER DIAGRAM JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER E-2 TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM NO SCALE 5 DISH Wireless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 TO UTILITY COMPANY BACKUP GENERATOR DELTA NETWORK CABINET NOTES 120/240V 18 SERVICE PROPOSED POWER PROTECTIVE CABINET CAMLOCK GEN PLUG DELTA ELrTE-X DC PLANT 120/240Y, 1 PH, SERVICE RATED, THE(2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY • OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF BOX PER 2020 NEC TABLE 310.15(C)(1) FOR ULIC15 unLay SERVICE N3R, 85K/I0K NC SERIES RATED. WIRE (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75'C) v ENTRANCE MAN BREAKER WITH 120/240 VAC 200E 200E INTERLOCKED GENERATOR /12 FOR 20A OCPD WIRE DEBATING: 0.8 x 25A - 20.CA 1PH N BSK FEED. 200E 1GE ERAID (2) PROPOSED #e FOR 40A OCPD WIRE DEBATING: 0.8 x 50A - 40.0E Id 1.0' EMT CONDUIT Wsh (3)3/0 WITH/B GROUND O SURGE SUPPRESSION CONDUIT SITING: AT 4oX FILL PER NEC CHAPTER 9,TABLE 4, ARTICLE 358. LLC IN 3'SCH 40 CONDUIT DEVICE 140KA MOV 1.0' CONDUIT- .3460 SO. IN AREA NEW 200A, 120/24OV, 1#3YY, 01 02 3.0' CONDUIT- 3.538 SO. IN AREA NEMA 3R, UTILITYCOMPANY M GFCI 15A 40A PROPOSED 2 8, 1 8 SHARED GND. FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE APPROVED METER ENCLOSURE 03 04 LITTLETON, CO 80120 15A 05 (2 CONDUIT): USING THAN-2, CU. 06 SPACE 07 08 401 �2 FOR RECTIFIER 2 RECTIFIER CONDUCTORS - 0.0366 SQ. IN X 4 - 0.1464 SQ. IN +8 - 0.0366 SO. IN X 1 - 0.0366 SO. IN <GROUND (3) 3/0 WITH CONDUIT SPACE IN 3'SCH 40 C GROUND Oj 09 10 TOTAL - 0.1830 SQ. IN SPACEII 12 40APROpOSm 2 8, 1 8 SHARED GND. FOR RECTIFIER 2 SPACE 13 14 RECTIFIER do GFd CONDUCTORS NEW 24OV, 200A, 200AF, 2P, NEMA 3R,SERVICE SPACE 15 16SPACE #12 - 0.0133 SQ. IN X 2 - 0.0266 SQ. IN RATED DISCONNECT SWITCH. /8 - 0.0386 SQ. IN X 2 - 0.0732 S0. IN SCCR 100kA 200 SPACED 18SPACE �B - 0.0366 SQ. IN X 1 - 0.0366 SO. IN <GROUND SPACE 19 20�"CE TOTAL - 0.1384 SQ. IN AZIMUTH SPACE 21 SPACE ENGINEERING P.C. SPACE 24SPACE 1.0'EMT CONDUIT is ADEQUATE TO HANDLE THE TOTAL OF(5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE 90 E. HALSEY ROAD, SUITE 104 SPACE SPACE PROPOSED 2112 PARSIPPANY. NJ 07054 FOR CONVENIENCE CURET PPC FEED CONDUCTORS (1 CONDUIT): USING THAN, CU. #4 CU (GROUNDING Oj (3)3/0 WITH #6 GROUND 3/0 - 0.2879 SQ. IN X 3 - 0.8037 SO. IN ELECTRODE CONDUCTOR) IN 3'SCH 40 CONDUIT SERVICE/FEEDER CONDUCTOR LENGTH TABLE /6 - 0.0507 S0. IN X 1 - 0.0507 SQ. IN <GROUND (BASED ON INDUSTRY STANDARD 3X VOLTAGE DROP CAND N 5X NEC ALLOWABLE LIMIT) TOTAL - 0.8544 SO. IN �P1g OF NStyr DESIGN LOADS 250 keml AL 300 keml AL 3/0 CU 4/0 CU 250 kemll CU 300 kem0 CU 3.0'SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(4) WIRES, y Y o INCLUDING GROUND WIRE AS INDICATED ABOVE Cwmam Law E S�(16 130' 155' 145' 160' 215' 255' ; Xg VOLTAGE DROP O PPC FEED CONDUCTORS (1 CONDUIT): USING THWN,AL 001T01IS NU taw(I" -250kem0 AL 0.3970 SQ. IN X 3 - 1.191 SO. IN y'��^oP (1ED ARTICLE 220&230 M. 250' 240' 300' 380' 425' q0 �. µ INS AL - 0.0824 SQ. IN % 1 - 0.0824 SQ.IN <GRWNO ssloT+� NOTES: TOTAL - 1 2734 S0. IN \ 1. 250 MCM/KCMIL AL+#2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 CU +#6 CU GRD SERVICE CONDUCTOR FROM THE DISH WlrnMo LLC. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME POINT.REFER TO VALUES ABOVE TO LIMIT VOLTAGE 3.0' SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, IE� K McKEON DROP 70 3X 2 ALUMINUM/COPPER CONDUCTORS MUST BE RATED 7SC. INCLUDING GROUND WIRE AS INDICATED ABOVE NEW YORK LICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI SON ENGINEER-LICENSE NUMBER:095374-1 CONDUCTIVE LUBRICANT ON CONNECTIONS BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, 4. PPC MAIN DISCONNECT CIRCUIT BREAKERS ACCEPT#4-300KCLBL 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 SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. TRANSFORMER TO PPC. (SERVICE AND FEEDER CONDUCTOR LEN G" UNLESS THEY AREACTING UNDER THE DIRECTION S. 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:QO240 CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT'-CARRYING (2) 15A, 1P BREAKER - SQUARE D P/NQO115 CONDUCTORS IN A SINGLE CONDUCT OR RACEWAY.A POWER FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN DRAWN BY: CHECKED BY:APPROVED BY: SHORTER DISTANCES THAN SHOWN IN TABLE JRF JWS JKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NG SCALE 1 DOCUMENTS SUBMITTALS PANELNAME LOCATION VOLTAGE 240/12010 MOUNTING/ENCLOSURE:SURFACE/NEMA 3R DELTA MAINC/B:200AMPS AVAILFAULTCURRENT: REV DATE DESCRIPTION EQUIPMENT PLATFORM BUS RATING:200 AMPS SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED 0 1 09-20-21 ISSAIED FOR PEMR U AMPS WIRE&CONDUIT TYPE DSCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT AMPS 1 11-00-21 ISSUED FOR PFA�f DE SC POLES 2 11 30-21 ISSUED FOR PF7aIf 15/1 2#12 1#12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER ED SEE ONE LINE 402 15/1 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.66 4 1.50 ED 3 04-04-22 CIENF COMIF7115 SPACE 5 1.50 6 1.50 RECTIFIER ED SEE ONE LINE 402 SPACE 7 1.50 a 1.51) ED 4 05-10-22 CLIENT COMMENTS SPACE 9 1.50 1D 1.50 RECTIFIER ED SEE ONE LINE 402 5 05-01-22 CIDT COMMENTS SPACE 11 1.S0 12 1.60 EO 5 01/03/23 CLE T COMMENTS SPACE 13 14 SPACE SPACE 15 16 SPACE 7 05/17/23 CLEW COMMENTS SPACE 17 1B SPACE SPACE 19 20 SPACE A&E PROJECT NUMBER SPACE 21 22 SPACE I 1 NYNYCO2239A SPACE 1 23 1 1 1 24 1 1 SPACE PHASED LOAD 1 4.7 4.7 I KVA .__ _ DISH WIRELESS PROJECT INFORMATION TOTAL CONNECTED LOAD 1 9.4 kVA /�, - .'- TOTAL DEMAND LOAD 9.4kVA 39A I i (,4 , - NYNYCO2239A i Iq- r�', LOAD TYPE DESCRIPTION CONN.LOAD DEMAND DESIGN LOAD J -""--- -�-°---- -- 6.1.405`MAIN ROAD, ROUTE 25 KVA AMPS FACTOR KVA AMPS �1 1,. !, R RECEPTACLE 04 1.5 NEC :0.4 LS g f SOUTHOLD, NY 11971 ,•,-„MMOTOR 0.0 0.0 NEC 0.0H HEATING 0.0 0.0 1.00 0.0 3 I I� '-AC HVAC 0.0 0.0 1.00 0.0EO EQUIPMENT 9.0 37.5 1.00 37.6 ! SHEET TITLE E DOSTING o.0 0.0 1.25 0.0 ELECTRICAL ONE-LINE, FAULT -=CALC$ & PANEL SCHEDULE -ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS , I(-,'of t;js!"5 I SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 DISH Wlleleae L.L.C. TEMPLATE VERSION 34 - 08/11/2021 PROPOSED EXOTHERMIC CONNECTION •T ITNS T GRO OUND ROD WITH EVE BUSS BAR • TEST WELL INSULATORS ■ MECHANICAL CONNECTION r•r - f6 AWG STRANDED k INSULATED tr T• r • GROUND BUS BAR ----- 1� PROPOSED 4'x12'x1/4'TINNED -• —• - f2 AWG SOLID COPPER TINNED I COPPER GROUND BUSSBAR d..sh i - O GROUND ROD BUSS BAR INSULATOR W -LLC BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED o o \ \ GROUNDING ELECTRODE \ I 5701 SOUTH SANTA FE DRIVE GE SYSTEM (TV. 4) \ GROUNDING LEND LITTLETON, CO 80120 BOND H-FRAME POST TO I PROPOSED TOWER GROUND RING UNI%TRUT (7YP.) _ I j (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. l BOND ICE BRIDGE �\ SUPPORT POSTS TO 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING RONDO --—-- COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING 1= ___ I ' ' i', I Crw ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. PROPOSED TOWER RI AWG BURIED GROUND�� (�OTHERS) 3. ALL GROUND CONDUCTORS SHALL BE COPPER. NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30'BELOW GRADE AZIMUTH f2 TINNED SOLID IN 1/2' I --- I I GROUNDING KEY NOTES ENGINEERING Pc. MIN. LIQUID TIGHT CONDOR °o°. �o- ' FROM 24' BELOW GRADE 90 E. HALSEY ROAD, SUITE 104 TO WITHIN 3'TO 6' OF I _ T y n EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEST 30 INCHES BELOW PARSIPPANY, NJ SUITE CAD-WELD TERMINATION v; OA GRADE, OR 6 INCHES BELOW THE FROM LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL 07054 POINT. EXPOSED END OF �,J .:, _�' r ° o° / OR FOOTING. THE LIQUID TIGHT CONDUIT I I MUST BE SEALED WITH V \ ° o ° /' TOWER GROUND RING-THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK. (TYP) B MID/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE POWER 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 f2 AWG SOLID COPPER CONDUCTORS. OF NEWyq ySY x M 7 INTERIOR GROUND RIaG: f2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE � oy • • '-`__ - PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND t — -— ' —' —' —' — ' O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH f6 AWG STRANDED GREEN y BOND EQUIPMENT AS INSULATED CONDUCTOR. REQUIRED BY MANUFACTURER BOND TO INTET60R GROUND RING: f2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE o41, 0 0953110 PROPOSED EQUIPMENT GROUND RING TO O BUILDING. AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE gOFESSIOH� // EXISTING TOWER GROUND RING (TOTAL 2) � GROUND ROD: UL LISTED COPPER CLAD STEEL- MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND MLR ORODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF �l K McKEON GROUND RING CONDUCTOR• NEW YORK LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE CELL Rt}EREAICE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER-LICENSE NUMBER:095374-1 OFRAMES.ALL BONDS ARE MADE WITH f2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) f2 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 f2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, OINSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. G PRESENT,THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO f2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY:1APPROVED BY: PROPOSED ) I EXTERIOR CABLE ENTITY PORE GLtoLIND BARS, LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING, BOND JRF JWS JKM ' I O TO GROUND RING WITH A f2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE RFDS REV #: 3 EXISTING MAST PROPOSED TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ANTENNA n'P> I i` I 0' CONSTRUCTION ROUND MEMBER t' FRAME AMMIaG:THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT ADAPTER PROPOSED }` I OJ IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS STEALTH CANISTER INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA I I I O OF THE INTERIOR GROUND RING REQUIRE A f6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS fl111lllllllilllllllllllllllllllllll INTERIOR GROUND RING. 3/B' HEX OR I I'. REV DATE DESCRIPTION EXISTING MAST TILUSTER BOLT {f FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 0 00-20-21 TSSM FOR PERMIT BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A f2 AWG SOLID LOCK WASHER O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 1 tt-0S-2t ISSUED FLIT FFRIR 6'x2'GROUND I !' GATE POST AND ACROSS GATE OPENINGS. 2 tt�o-2t ISSUED FOR PERMIT BUS BAR FLAT WASHER EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED "•-a-� CLIENT COMMENTS 6'x2"GROUND I O TO THE EXTERIOR GROUND RING. USING f2 TINNED SOLID COPPER WIRE 4 m-10-22 CLIENT COMMENTS BUS BAR EXISTING MAST a m-0t_22 Otl4N'NF COIimD4 \1\\\\1\\\\1\1N1\\\\1\\i\1\\\\\\\1\ ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH f2 AWG BARE ROUND MEMBER I O TIN RING CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED a OVm/2► arFRr�F�rrs ADAPTER 7 m/t7/2f CLIENT COMMENTS STAINLESS STEEL /� I� DURING Nl DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER STAINLESS STEEL HOSE CLAMP f2 AWG STRANDED OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND COPPER GREEN NYNYCO2239A HOSE CLAMP 6'x2'GROUND BUS BAR INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE INSULATED (TYP) (TOTAL OF 1) I O CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND DISH WIRELESS PROJECT INFORMATION CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR NYNYCO2239A DTOWER 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 } ` 4F-v �r- ELEVATION �j Ek's djl SHEET TITLE GROUNDING PLANS AUG %ri': � -' I AND NOTES t_ .2 i SHEET NUMBER So;u-iricid Tox-,,n G-1 �car3 cr ft�JS us TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES Tao SCALE �3=— - DISH Wimlem L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING=REQUIRED WHEN • PROPOSED GPS UNIT ANTENNA IS LESS THAN 10' FROM CABINET r - -- PROPOSED GS UNIT sh I I mLLC I -------------------- PROPOSED PIPE COLUMN i 1 ° ° f AWG GROUND I PROPOSED POST ° F=====______==== C2ONDUCTOR 1 SOUTH SANTA FE DRIVE GROUND I 570 LITTLETON, CO 80120 PROPOSED GPS UNIT i MOUNT OR APPROVED i PROPOSED PIPE CLAMPS Id � PROPOSED DISH EQUIVALENT I k Wirelem LLC L.L.C. POWER I O • PROTECTI coVE ° 1 CABINET I RESERVED SPACE FIBER % NID, IF REQUIRED I p I 1 ; ;- P 1/2•COAX CABLE 8' � AZIMUTH P MINIMUM BENDING RADIUS SS E N r.I get E E R I N O PC. i I I i PER CABLE MANUFACTURER'S GROUND--------—a- SPECIFICATIONS yrTO 90 E. HALSEY ROAD, SUITE 104 I _ _ ___ J PROPOSED Ili PARSIPPANY, NJ 07054 NO SCALE I #I DIsSHWImkm I;+ TYPICAL GPS UNIT GROUNDING NO SCALE 2 SAFETY SWITCH. / I i I I INSTALL IF /III �I I REQUIRED BY LOCAL UTILITY/ I I ,�o OF NEK, COMPANY/ IFIBER ENCLOSURE Z l L---- —_—_—_�y1 * • 1 `` FESSIOx �� PROPOSED /2 AWG TIE I i % j I I/1 • INTO GROUND RING (lYP) lE 1II i I' ; �i� 1 j REMy K McK . EON PROPOSED PLATFORM NEW YORK LICENSED PROFESSIONAL /2 TINNED SOLID IN 1/2•MIN. LIQUID i O$ o �` ENGINEER-LICENSE NUMBER:0953741 TIGHT CONDUIT FROM 24• BELOW GRADE o BAR O O O O O�o o TO WITHIN 3'TO 8. OF CAD-WELD 1 TERMINATION POINT. EXPOSED END OF 1 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING PROF UNDER THE DIRECTION THE LIQUID TIGHT CONDUIT MUST BE l BOND EQUIPMENT 1\ I I I OF A LICENSED PROFESSIONAL ENGINEER. SEALED WITH SILICONE CAULK. (lYP) 1 I GROUND BAR TO to ALTER THIS DocuNENr. 1 1 GROUNDING 1 II Dom) i I PROPOSED GROUND RING DRAWN BY: CHECKED BY:APPROVED BY: SYSTEM 1, /I 00 -y= - i 'I I __) 00 �`,^1.4 JRF JWS JKM \ \ �' RFDS REV 3 ��'',� BASE CONNECTION # PROPOSED \ i / 2 GROUN GROUND RING CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL NO SCALE OUTDOOR CABINET GROUNDING TNo SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12• DIA x 24' DEEP o 00-20-21 ISSUED FOR PWcr INSPECTION SLEEVE PVC 1 11-05-21 6S1AD FOR PERMr ;2 TINNED SOLID IN 1/2• MIN. LIQUID OR SOIL PIPE WITH CAP TIGHT CONDUIT FROM 24' BELOW GRADE OR EQUIVALENT 2 11-00-21 6=FOR POW TO WITHIN 3•TO 8.OF CAD-WELD PIPE 1'-O• INM TERMINATION POINT. EXPOSED END OF �� i4 o�-� 1 THE LIQUID TIGHT CONDUIT MUST BE �i FINISHED GRADE INCLUDE WARNING TAPE WITH SEALED WITH SILICONE CAULK. ° - ° ° 4 �-to-22 CImR CON1OAS i o BACKFlLL PER SPECIFICATIONS a oe-Dt-22 pmlr anflmlrs °°'O�O-o'O a'.o 0 GRADE 3 °° e ot/a1/sa I Omar COMMEM ,i and rT'—" \\/\\/\\/\\/\\/\\ \/\\/\\/\\\\/\\� 7 W/17/zs Omar COMMMM m z \ \ \ \ \// /\/\/\/ \/ zg� \/\\/\\/\\/\\/\\ \/` A&E PROJECT NUMBER io f� � EXOTHERMIC CONNECTION NYNYCO2239A DISH WIRELESS PROJECT INFORMATION 3/4•CRUSHED STONE OR EQUAL FILL TEST WELL TO o ; NYNYCO2239A WITHIN 2' OF TOP OF = 61405 MAIN ROAD, ROUTE 25 GROUNDING LOOP CONDUCTOR S2 GROUND RING,/2 AWG _ SOUTHOLD, NY 11971 CADWEL(TYP) 1 I I GROUND RING \/ % , COPPER CONDUCTOR': _ is,g w ii — — — —— j I� i1 SHEET TITLE i1gI ��;' 47n /2 AWG SOLID TINNED I'GROUNDING DETAILS TIE INTO EXISTING COPPER CONDUCTOR r GROUND RING u EXTERIOR GROUND RING GROUND ROD. 1/2' MIN. x 8'-0' LONG COPPER CLAD STEEL ' SHEET NUMBER (ERICO/625880) g — �.; --- - I G-2 TRANSITIONING GROUND DETAIL No SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 15r TYPICAL GROUND RING TRENCH DISH Wlrelerue L.L.C.TEMPLATE VERSION 34 - 06/11/2021 1. EXOTHERMIC WELD (2)TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND v BAR. ROUTE CONDO RS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. a NOTE MINIMUM OF 3 THREADS *S/S OLT(TYP) A� W TO BE VISIBLE (TYP) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8- DIAMETER OR LARGER. 12' MIN PLIT WASHER CM) d.*.sh AALL N ANTI-OXIDANT HARDWARE 1 -8 STAINLESS STEEL ORE MATING. S/S LOCK WASHERS, COAT ALL SURFACES WITH W (11P) HYBRID �� LAT WASHER LLC 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND H BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. LUG (TYP) LITTLETON, CO 80120 LAT WASHER (TYP) 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WEATHERPROOFING KR TIN COATED SOLID THE BACK SIDE (SEE NOTE 3) COPPER BUS BARUT(TYP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CABLE GROUNDING KTf CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRE). CCOB DUCTOOR WITH THWAWG ON PER ELENSURE THE WIRE INSULATION TERMINATION ISWTITIIN 1/8' OF THE BARREL(NO SHINERS). INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 & 2) AZIMUTH ENGINEERING P.C. 90 E. HALSEY ROAD, SUITE 104 TYPICAL GROUNDING NOTES No sCJALE 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 tP��`OKMwyo 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 Z CONNECTORS * • 3/8'DIA A 1/2' 3/8' DIA x1 1/2' 5 #6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND GREEN, 800V,THWN BAR LOCATED AT MCL �`ap" 09531� INSULATION (OR AS PROVIDED io i i i i i (BONDED TO TOWER STEEL) S/S NUT S/S NUT AOFESSIONR WITH GROUND KIT) (IYP) S/S LOCK S/5 LOCK WASHER --- ------- WASHER --- —____-- 'ER. K McKEON NEW YORK LICENSED PROFESSIONAL PROPOSED HYBRID TO S/S FLAT S/S DWAS FLAT ENGINEER-LICENSE NUMBER:095374-1 WASHER llJ WASHER ANTENNA(TYP) TINNED COPPER --- ------- TINNED COPPER --- ------- GROUNDING BAR --- GROUDID BAR IT IS A VIOLATION OF LAW FOR ANY PERSON, ------- --- ------- UNLESS THEY ARE ACTING UNDER THE DIRECTION IL S/S FLAT S/S FLAT OF A LICENSED PROFE5510NAL ENGINEER, WASHER 2 WASHER �� TO ALTER THIS DOCUMENT. EXISTING MONOPOLE --- ------- DRAWN BY: CHECKED BY:APPROVED BY: S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) JRF JWS JKM 1/16-MINIMUM SPACING 1/16- MINIMUM SPACING REDS REV #: 3 /6 AWG 2 HOLE LUG (TYP) CONSTRUCTION HYBRID (TYP FOR) T DOCUMENTS TO TRAY ORECEPMENT BRIDGE� TYPICAL INTERIOR TWO HOLE LUG NO SCALE 5 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION EXISTING GROUND WIRE 0 OF2D-21 �FOR PERMIT 1 11-05-21 ISSIM FOR FQMR EXISTING TOWER PIER/ 2 11-70-21 65UFD FOR PERMIT FOOTING s OhOF22 CIAR COIIETRS GRADE 4 05-10-22 CLIENT COFIf]RS ' s 01-22 Cl ENT A5 COM0 01 INSPECTION a o1/6t/2J1 CIDR COIIE7115 WELL 7 05/117/z1 a�Rrt ooroLrs EXISTING A&E PROJECT NUMBER GROUND RIN� _ NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A J-� I— ---- -" 614 5 MAIN ROAD, ROUTE 25 5 tIlSOUTHOLD, NY 11971 UG --��E k s SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS.ALL MECHANICAL _____ _ _ GROUNDING DETAILS H CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. 0i6 iCi'dII - - ._ 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED BO&'u�'"Tvus''E•`' SHEET NUMBER--__.____-___- V I 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 Q DISH Wlrelew L.L.C. TEMPLATE VERSION 34 - 06/11/2021 LOW BANDS (N71+N26) AWS • OPTIONAL - (N29) (N66+N70+H-BLOCK) HYBRID/DISCREET CABLES 3/4- TAPE WIDTHS WITH 3/4- SPACING ORANGE PURPLE d.sh ALPHA RRH BETA RRH GAMMA RRH LOW-BAND RRH i PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 >r L LC (600 MHz N71 BASEBAND) + - SLMlT + SLANT - SLANT + SLANT - SLAM + SLANT - SLANT + SLANT - SLANT (850 MHz N26 BAND) + (700 MHz N29 BAND) - OPTIONAL PER MARKET RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRSTECH NEGATNE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND (3 GHz) ON ANT/RRH LITTLETON, CO 80120 (CBRS WILL USE YELLOW BAND) ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE ORANGE ORANGE _ p R ORANGE ORANGE _ pOR ORANGE ORANGE /►� PO - POR ALPHA SECTOR BETA SECTOR GAMMA SECTOR AZIMUTH w MID-BAND RRH RED BLUE GREEN /` I'\/' T H (AWS BANDS N66+N70) RED RED Rm RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN JPURPLE , `LLZ ��/// ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 P R PURPLE PURPLE _ R PURPLE PURPLE _ R PURPLE COLOR IDENTIFIER 2 6APtS O KNEW �YO'fl+ HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER `OO COAX#1 COAX #2 * '` z INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORT ALL SECTORS, BOTH LOW-BANDS AND RED RED pgO7E S95DNN� MID-BANDS. BLUE BLUE i _�7 EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN GREEN RED G CBRS ONLY, ALL SECTORS. - -- 'EREMY�K McKEON EXAMPLE 3 - MAIN COAX WITH GROUND ORANGE YELLOW NEW YORK LICENSED PROFESSIONAL MOUNTED RRHs. PURPLE ENGINEER-LICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. LOW-BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY:APPROVED BY: ORANGE PURPLE ORANGE PIMPLE ORANGE PURPLE JRF JWS JKM REDS REV #: 3 POWER CABLES TO RRH3 LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW-BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY RED RED BLUE BLUE GREEN GREEN DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE I NOT USED SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 D 08-20-21 ISSUED FOR PERT MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 1 11-06-21 ISSUED FOR PEAMR RET CONTROL IS HANDLED BY THE MID-BANG IN IN IN IN IN IN 2 11-30-21 ISSUED FOR PERMITRRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 3 0-04-22 CLIENT COMMENTS 4 05-10-22 pDR CONTENTS SEPARATE RET CABLES ARE USED WHEN Ei EE EE ANTENNA PORTS PROVIDE INPUTS FOR BOTH 5 0"1-22LOW AND MID BANDS. e 01/OS/23 7 06//7/23 CLEM 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 DISH WIRELESS PROJECT INFORMATION LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. yyHRE WHITE WHffE WHITE WHITE ZERE NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO RED BLUE BLUE GREEN 61405 MAIN ROAD, ROUTE MICROWAVE CABLES WILL REQUIRE P-TOUCH WHITE WHITE WHITE WHITE WHITE SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE LOCAL AND REMOTE SITE ID'S. WHITE WHITE SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G-3 RF CABLE COLOR CODES NOT USED 4 DISH Whole" L.L.C. TEMPLATE VERSION 34 - 06/11/2021 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INr INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET r CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 8 AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFC ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM OT AGL ABOVE GROUND LEVEL MAX MAXIMUM desh EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT WkWhMaLLC GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD II�' ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH FE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE IIFET APPROX APPROXIMATE MIN MINIMUM LI1TLErON, COCO 80120 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MR METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH !� DUPLEX RECEPTACLE BAIT BATTERY MIN MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2)TWO LAMPS 48-78 -IF-� BM BEAM / NUMBER L_---J BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE AZIMUTH SMOKE DETECTION (DC) SD SOF BOTTOM OF FOOTING OC ON-CENTER ENGINEERING P.C. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT C'ANnUEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 CHG CHARGING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL LIIHONIA ALXW O CLG FLINT' PCs PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K-SR4-120-PE-DDBTXD CUR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x xx x COL COLUMN PRC PRIMARY RADIO CABINET COMM COMMON PP POLARQING PRESERVING tE OF NEIyy WOOD/WROUGHT IRON FENCE CONC CONCRETE PSF POUNDS PER SQUARE FOOT y' v K M Op WALL STRUCTURE CONSTR CONSTRUCTION `U t PSI POUNDS PER SQUARE INCH LEASE AREA -———————————- DBL DOUBLE Pr PRESSURE TREATS) DC DIRECT CURRENT PWR POWER CABINET r i PROPERTY LINE(PL) - - - - - - DEFT DEPARTMENT �3F yo SETBACKS ------_ OF DOUGLAS FIR RR AO QUANTITY ��G�Ess DNML -------------- ICE BRIDGE DIA DIAMETER / WAG DIAGONAL REF RECTIFIER CABLE TRAY DIM DIMENSION REF REFERENCEINF RETNF REINFORCEMENT I�R,,LI,. K McKEON WATER LINE W W W W W DWG DRAWING NEW YORK LICENSED PROFESSIONAL DWL DOWEL REWD REQUIRED ENGINEER-LICENSE NUMBER:0953741 UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— CA EACH RI7 REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGT—UGT—UGT—UGT—UGT— EC ELECTRICAL CONDUCTOR R F RADIO FREQUENCY ITRMC RIGID METALLIC CONDUIT IS A VIOLATION OF TAW FOR ANY PERSON, IT THEY ARE ACTING UNDER THE DIRECTION EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, EUSC ELECTRICAL OVERHEAD POWER OAP-NIP-ap-a1P- RRH REMOTE RADIO HEAD N ALTER THIS DOCUMENT. OVERHEAD TELCO OM OM OHT OHr EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT DRAWN BY: CHECKED BY:APPROVED BY: UNDERGROUND TELCO/POWER —UGT/P—UGT/P —UGT/P —UGT/P — ERG ENGINEER RIMY RACEWAY ABOVE GROUND POWER —ACP—AGP —AGP —AGP —AGP FD EQUAL SCH SCHEDULE JRF I JWS JKM E(P EXPANSION SHT SHEET ABOVE GROUND TELCO —ACT —AGr —ACT —ACT —AGT EXI EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE REDS REV #: 3 ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P EM EACH WAY SP SIMILAR WORKPOINT W.P. FAB FABRICATION so nQ" CONSTRUCTION FF FINISH FLOOR DOCUMENTS 5S STAINLESS STET SECTION REFERENCE FG FINISH GRADE STD STANDARD SUBMITTALS X-X FIF FACILITY INTERFACE FRAME FLOOR TEMPSR ET ST REV DATE DESCRIPTION FLIT FLOOR FIN ED) P TEMPORARY 0 00-20-21 ISSM FOR PME THK THICKNESS DETAIL REFERENCE a FDN FOUNDATION POW X-X FOC FACE OF CONCRETE TMA TOWER MOUNTED AMPLIFIER z 11-70-21 GSIIFD FOR POWTN TOE NAIL TOM FACE OF MASONRY TN TOP OF ANTENNA 3 OF-w-22 CUDIF COMMOM FOS FACE OF STUD � TOC TOP OF CURB 4 0e-10-22 CUDfrS TOW FACE OF WALL TDF TOP OF FOUNDATION a 0-01-22 CLIENT COFMENIS FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) a 01/03/23 astir COMM S Fr FOOT 7 1 0e/17/23 CUDfr areonS FIG FOOTING TOS LOP OF STEEL A&E PROJECT NUMBER TOW TOP OF WALL r- _-- _ ---- �1 GAUGE GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION NYNYCO2239A TYp TYp I! °� Ems. F'= I� L blSH'..WIRELESS PROJECT INFORMATION GFCI GROUND FAULT CIRCUIT INTERRUPTER J: - I?' I UG UNDERGROUND — y I' t� NYNYCO2239A GLB GLUE LAMINATED BEAM UL UNDERWRITERS LABORATORY GLV GALVANZED 1 I It 6 fit 5 MAIN ROAD, ROUTE 25 CAPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE I u q GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM I A U G J ! 2 0L� i w �OUTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBILE UPS UNTIERRUPTRBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE sm4hold at`di_ SHEET TITLE W/ WITH bra"�of ustees € ABBREVIATIONS LEGEND AND HGR HANGER -._— -�_ HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING Wr WEIGHT GN-1 LEGEND ABBREVIATIONS DISH Wlrldeo LLC. TEMPLATE VERSION 34 - 06/1 1/2021 SITE ACTIVITY REQUIREMENTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NOTES: (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY- LLC L.L.C. AND TOWER OWNER NOC do THE DISH Wireless LLC LLC. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION d s h THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC L.L.C. UV -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 LrrLE ON, 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. ^1 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 AZIMUTH PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ENGINEERING P.C. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 90 E. HALSEY ROAD, SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS N CONSTRUCTION, TO CERTIFY THE SUPPORTING PARSIPPANY, NJ 07054 STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). RECORD. 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 RESPONSIBILITY OF THE CONTRACTOR TO FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO Or NE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE wr KMOq- 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE � Oy 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 + SUCH CHANGE OF INSTALLATION. POSSIBLE. c y 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 o. > y� � Og531 AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 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 NOTICESCODES, REGULATIONS ORDINANCES AND APPLICABLE REGULATIONS. jEREMY K MCKEON AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED NEW YORK LICENSED PROFESSIONAL OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER-LICENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE. ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START B. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNIT IS A VIOLATION OF LAW FOR ANY LESS THEY ARE ACTING UNDER THE DIRECTION OF CONSTRUCTION. NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE g THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 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 PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDS REV #: 3 PROCEDURES. OF INSTALLATION. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE 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 0 09-20-21 ISSUED FM IPMU WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 1 11-05-21 ISSIM FOR abler THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 2 ++-00-21 ISSUED MR POW UTILITIES. 3 04-04-22 olmR OOM Ms 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 4 13e-+0-22 CLIDIT OOM EM REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. a oe-o+-re CUIENT COMMEM 7 CUDfr CDIMME s e 01/Ob/43 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 05/17/23 CLSIT ooleME11s 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 r � ri t6yN DYSk.kWIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION NYNYCO2239A DRAWINGS AND/OR PROJECT SPECIFICATIONS. ! .': s `C �I 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF a L{ 1614.05 MAIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL m uI i `;?; �SOUTHOLD, NY 11971 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY a I DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. ? ------- -- E SHEEP TITLE tr0i�;rt.+[1 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. SHEEP NUMBER CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. GN-2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH WLTelose L.L.C.TE],IPLATE VERSION 34 - 06/11/2021 CONCRETE. FOUNDATIONS. AND REINFORCING STEEL, MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET • AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 EXTERIOR LOCATIONS. r psf. 1 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR d.sh MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED -LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE 11 POR'TLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. 5701 SOUTH , CO FE DRIVE MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. urnEroN Co 60120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS 'B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless LLC LLC.'. #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. ^� #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2' AZIMUTH • #5 BARS AND SMALLER 1-1/2- ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4- 90 E. HALSEY ROAD, SUITE 104 • BEAMS AND COLUMNS 1-1/2' PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4- CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 6t'��O KNE K,_O� FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. s 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. "o 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF �OFEssloe� THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT /� CURRENT TO WHICH THEY ARE SUBJECTED, 22.000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE j_Ekl . K McKEON RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE NEW PORK CE NSEDPROFESSIONAL ENGINEER-LICENSE NUMBE0.;0953741 GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2- PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR R IS A THEY A ON OF LAW FOR ANY PERSON, EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. uNlEss THEY ARE ACTING PROF UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (T.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 B. TIE WRAPS ARE NOT ALLOWED. REDS REV g: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DOCUMENTS TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS SUBMITTALS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. a 09-2a-21 ISsUM FOR PEMU 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 1 11-00-21 ISSM Fat PEIftff BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 2 11a0-21 ssum MR PMU 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND a 06-04-22 an1E CDMMD s NEC. 4 05-10-22 aaHE ors 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR a oe-ol-2z aaFr COMMEM EXPOSED INDOOR LOCATIONS. a o1/w/sa aaE11r ca1�Iolrs 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 7 1 05/117/23 1 asNF CaFaolrs 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. Y - --- -- .NYNYCO2239A 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITS FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION (� '! r- 1 ; OCCURS OR FLEXIBILITY IS NEEDED. f t !�-�_ F i, � tK1[ _DISH?IREL`'ESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET t I t w I@ YNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. i�es sq $ 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 fI L.; I' -� NEC. ! AUG 2er a�---S MOLD, NY 11971 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS lj (WIREMOLD SPECMATE WIREWAY). ! 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). �eLrJ !c iaty T - I SHEET TITLE 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE Hca irus:°ES GENERAL NOTES ru o DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF - ------ �_--_--- THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SHEET NUMBER MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT GN-3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wirelm L.L.C. TBAPIATE VERSION 34- 06/11/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES-S) SHALL d.*.sh BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR w 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. -LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5701 SOUTH SANTA FIE DRIVE 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS LTTLETON, CO 80120 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. ^1 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY AZIMUTH SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ENGINEERING 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 tE OF NEW 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND t� N KM Yoq- RING, IN ACCORDANCE WITH THE NEC. e `c°y7 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND * + CONDUCTOR. = ' 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH AS METALLIC CONDUITS. METAL SUPPORT CUPS S LEEVES THROUGH WALLS OR FLOORS•WHEN IIT ISR REQUIRED ETOOBEUHOUSED INHCON CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL • / FD9prES5ON►�� 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. j€RMY K McKEON 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4- NEW YORK LICENSED PROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24- BELOW GRADE TO WITHIN 3- TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINEER-LICENSE NUMBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNDER THE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING U"OF LICENSEDSS THEY AREACTING PROFESSIONAAL ENGINEER,DIRECTION SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO TO ALTER THIS DOCUMENT. THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE DRAWN BY: CHECKED BY:APPROVED BY: (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. JRF I JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 ISSUED FOR POW 1 11-05-21 ISSUE FOR PMU 2 11-30-21 ISSUED FOR POW 3 04-04-22 CLIENT COMMYS 4 05--ID-22 CLIENT COMMYS 5 0E-01-22 GEIR CONFMS 5 Ot/03/23 CIENF CwAETm 7 05/17/23 c EN1 COMENIS A&E PROJECT NUMBER NYNYCO2239A '" r_ DISH,tWIRELESS PROJECT INFORMATION (C NYNYCO2239A ;6l405 MAIN ROAD, ROUTE 25 1�I(j �j , '.,:`, ISOUTHOLD, NY 11971 i P SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wirelow LLC.TEMPLATE VERSION 34 - 05/11/2021 0 PROJECT TEAM GENERAL NOTES CUENT REPRESENTATIVE THE FACILITY 15 UNMANNED AND NOT FOR HUMAN HUITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY ADDRESS: I S.DUAKEE LANE COMPANY: ELITE TOWERS LP. / SEWER SERVICE POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. O \�CRY.STATE ZIP. E PATCHOGUE NY 11772 CONTACT: TANYA NEGRON N PHONE: (516)410.8730 �^`� E-MAIL TANYA.NEGRONQEUTE-TOWERS COM APPLICABLE BUILDING CODES&STANDARDS ELITE TOWERS LP �zIMUTI-� SITE ACQUISITION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS LP. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRESS: I S.DURKEE LANE VVlreleSS Communications Infrastructure Experts CRY.STATE LP. E PATCHOGUE NY 11771 1. 2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEG0.ON PHONE (516)410-9730 2.NATIONAL ELECTRICAL CODE NWA 70-17 1 E-MAIL TANYANEGRON@ELITE-TOWERS.COM 3.2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) ENGINEER ELITE SITE ID. ALBERTSON MARINE 4.LIGHTNING PROTECTION CODE NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. S.AMERICAN CONCRETE INSTITUTE 319.14 ` r ADDRESS: 90 E.HALSEY ROAD,SUITE 101 ra— ?-,In ` CRY,STATE ZIP. RSI NJ 07054 JE CONTACT: JEREMY 6.AMERICAN INSTITUTE OF STEEL CONSTRUCTION I STH EDITION MCK MCK ON PHONE: 973-970.006E w_ _ E-MAIL JMCKEON@ALZIMUTHEG.COM 7.EIAITIA-222 REVISION H % L 8.TIA 607 FOR GROUNDING APPUCANT/LESSEE `\ 9.INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 COMPANY: ELITE TOWERS L.P. VERIZON WIRELESS IO.IEEE C2 LATEST EDITION ADDRESS: I S.DURKEE LANE CITY,STATE ZIP. E PATCHOGUE NY I I `°_APPLI�,NT SITE NAME: SOUTHOLD 4 11 TELCORL7IAGR•127512AN51TI311 ■ COMPANY: NEW YORK SMSA LIMBED PARTNERSHIP d/NR VERRON WIRELESS PROJECT DESCRIPTION/SCOPE OF WORK �On '/ ADDRESS: 4 CENTEROCK ROAD CITY,STATE LP. WEST NYACK NY 10994 THIS PROJECT WILL BE COMPRISED OR CO-APPLICANT ELITE TOWERS: COMPANY: SOUTHOLD FIRE DISTRICT INSTALLATION OF NEW EQUIPMENT COMPOUND,6'-0'HIGH CHAIN LINK FENCE ISO' PeRO�TEcY(KIREL ADDRESS: SS 135 MAIN ROAD SOUTHOLD FIRE DISTRICT CONCEALMENT TOWER MESA LANDSCAPING SHRUBBERY BANK ELECTRIC TRANSFORMER CITY,STATE ZIP. SOUTHOLD.NY 10941 STEEL b CONCRETE BOLLARDS,UNDSCAPNG b SHRUBBERY below. • NEW 70'-0"R 35'-0"EQUIPMENT COMPOUND WITH 6'-0'CHAIN LINK FENCE.=I Call —ft • NEW 150'CONCEALMENT TOWER=I FOR STATE SPECIFIC DIRECT PHONE NUMBERS SHEET INDEX MESA CABINET=I `nSIT WWWCAUL-C- • ELECTRIC METER BANK=I • ELECTRIC TRANSFORMER=I ' • STEEL b CONCRETE BOLLARDS=4 :SAS SHOWN —WAS JKM SHEET NUMBER DESCRIPTION MAIN NEW TREES.SHRUBBERY,LANDSCAPING=T.B.D. Z-01 TITLE SHEET 61405 L�i< aIN ROAD SDUTIOIDNYiBIEDEPARTMENT B D5/I823 REVSEDPERcoMMENTsL)R JW5 Z-02 SITE PLAN b NOTES NEW FIRE DISTRICT EQUIPMENT CABINET=1 7 OSro523 REMs6o PER connENn JWSNEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM=I6 04/13/23 REVSED PER CENTS JWSZ-03 BULKTABLE NEW TIRE DISTRICTCONCRETE I =4 5 OIN3n3 CUENTcrnnE JWSZ4N ZONING INFORMATION NEW FIRE DISTRICT ANTENNA- Z-05 200'RADIUS PLAN OUTHOLD, NY 11971 NEW FIRE DISTRICT PTP=1 4 12/14/22 uENT connENn WPKZ416 VIGNITY PAN 06/0I/22 CENT C—ME— JWSVERRON WIRELESS: 2 S/IO22 CUENT COIAMEWS JWSZ-07 500'PROPERTY OWNERS UST INSTALLATIONOF NEW T40 CONCRETE PIERS 20'-0R 10'-0'STEEL EQUIPMENT PLATFORM I 04ro521cuENTconnENrs JWS SU FF O LK COUNTY EQUIPMENT CABINET BATTERY CABINET,TE L A CABINET,FIR CABINET WORK LIGHTS Z48 COMPOUND PLAN DISCONNECT$WITCH.CABLEBRIDGE PANEL ANTENNAS.RRH'S8 CABINET O 0 12/23/2 REVISED PER canMErvTs JCM JWS Z-09 EQUIPMENT PUN NEW 2'-0'0 CONCRETE PIERS=6 REV DATE DESCRIPTION Z•10 ANTENNA PLANS b ANTENNA SCHEDULE Z•II ELEVATION SITE TYPE NEW x STEEL EQUIPMENT PLATFORM YK NEW EQUIPMENT CABIN BATTERY Z42 CONSTRUCTION DETAILS-I NEW BATTERYY CABINET BINETI I P tE OF NE6y NEW TELCO CABINET=I 91r Z-13 CONSTRUCTION DETAILS-2 NEWW CABINET=IORK Z-14 EQUIPMENT DETAILS-I NEW DISCONNECT S SWITCH=1 ♦ l 1 Z-15 EQUIPMENT DETAILS-2 150'-0" CONCEALMENT POLE NEW PANELA PER .2 PER AL 6TOTAL W Z-16 FIRE DISTRICT EQIIPMENT-I NEW 0.0.H-3 PER SECTOR 9 TOTAL 7-17 FIRE DISTRICT EQUIPMENT-2 NEW DIPLEXERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) CiA`cop 0853T6 NEW I PLDEERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) ADFE SSIORE� j El Z•1B 20071NSURANCE FLOOD INSURANCE MAP NEW TRIPLEXERS=I PER SECTOR 3 TOTAL(AT ANTENNAS) C AERIAL MAP VICINITY MAP N jER[-M)J K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:09S374-1 AREA OF WORK E IT IS A VIOLATION OF LAW FOR ANY PERSON, SITEUNLE55 THEY ARE ACTINGM UNDER E DIRECTION INFORMATION OF THE RESPONSIBLE LICENSED PROFESSIONAL AREA OF WORK _ ENGINEER,TO ALTER THIS DOCLAAENT PROPERTY/TOWER OWNER NAME: BUDDI POND MARINA INC. S SITE INFORMATION: ADDRESS: 1405 MAIN ROAD SITE NOT ALBERT'SON MARINE CITY. SOUTHOLD STATE ZIP: SOUTHOLD NY.11971 DISTRICT: 1000 _. j- � �� SECTION sb.m 61405 MAIN ROAD SUBJECSQIUTHOLDP NY 11971 CONTITBLOCK/LOT: 3/I5 AIbM6onMeDOe Inc 1 SMOLKCOUNW CONTIGUOUS 8✓A.ERUM� y LANDLORD-OWNED Lots: i 3 a.I.z z - iI.L i SITE TYPE: LATITUDE 4I076024 �a LONGITUDE: -72.906034 A U G 3 1 2023 150"0 CONCEALMENT POLE eta LATAONG.TYPE NAD 83 FEMA MAP BASE ROOD ELEVATION= 6'AMSL - DPTRIo a mv,AZI6IunI ENcwEERmc P.c..LLc Au- RLGNTS RFSERTTiD Scup.dd;ow MSS TMRAWN AND A INFDR4Hn ;W1 NEO NERD IS v FAA IA GROUND ELEVATION S'AMSL Xer E rr S �' USE Fan RPwSI > EQUIPMENT ELEVATION= 3'ABOVE GRADE 6r Tt rl�teE AN oR�Rrc r NO*BE Cwco REUSED. ol�sc�osEo.'"' u16mIaD oR RELEI)UPON FOR ANr DTHER PURPosE I - CU THE EXPRESS WMTTDI CONSENT aF Az�MUIN ENGINEERING P.C.,LLC. p AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE b EQUIPMENT COMPOUND Z ZONING/JURISDICTION: TOWN OF SOUTHOLD SHEET TITLE' tt ZONING DISTRICT: M-11-MARINE II TITLE SHEET 0 CURRENT USHPROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY 2? O (SHEET NUMBER. tt HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN Z_O T C. HABITATION.HANDICAPPED ACCESS NOT REQUIRED. QI L4 1 a N NOTES: 1. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING N / STRUCTURAL ANALYSIS. / 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE W� WITH STRUCTURAL ANALYSIS. s 3. TRUE NORTH BASED ON GOOGLE MAPS. �Z LJ T H _ '0 PROPOSED 70'-0"x35'-0"EQUIPMENT ENGINEERING P.C. COMPOUND(SEE SHEET Z-08) FRESHWATER WETLAND 4• NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. - - _ '__ _- BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND 9.6-_`-_ __- __ -_�__ F ENGINEERING,SURVEYING, >� Q _ + SURyE1 ING P.C. SIGNED BY STEPHEN E. RAyN P.E. L S. LICENSE (J49664 & 7__ -_'`_-- _ - O LANDSCAPE ARCHITECTURE AND 9'� ! _� � _-¢�m p GEOLOGY,P.C.,ON MARCH 22,2023. DATED 10/24/1B. ELITE�TONVERS LP"aw:nm „: - �� u 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. -- --- - ---- - -- iQgp=__ -� _--g-9 Hp- O a _{ygg{J4'-„- ____--_ ITRq�5 -_ _ _ _ _ 2'3 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR r1R -- ---_- O -_ __- p= Z Bp�F S(ppE PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY NS7-5g,�-�5--- ___---_ a - F_=-- TF4.54 47"E �-_ ___f'�bEt stop_ _ B�F' , F-_o ____ - SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. TF6.,a _ 4�1 __ 0 0--� �- _ -__---__ Az SOUTHOX ' 154-0"t - -_-- _ V- u B�--_-_-_ - ---`--_ 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR TO NEAREST BUILDING N ADJACENT PROPERTY OF SLOPE ,- g ---__--!oD "' z 6.i J - - u` O 6 -` MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE snv.yew. --_-- z -- �- AND INTRUSION. OEp t. ! fi,,a -- -__ , __ u__ ` -�3 FACILITY FOR BOTH FIRE J� as / _` �pyc- 80'-0"t �(��(� 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE ----- TO FENCE CO (3 L3-( . ', ',' N. 0 j' _ --_-__ __=__ IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: u� 113'-0"t I °." __�` _ 4.7 N TO CONCEALMENT PO 4.4 4.3' II -3,9� A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS LE I --_ ! AND REQUIREMENTS. ve=nv ` e EV 4.5 \ 3.5 B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, �s� o 0- I STANDARDS ANDREQUIREMENTS.4 - --- -- ----- T�9'�^♦ m t\ MON. W. CONTRACTOR SHALL CONTACT `NEW YORK UNDERGROUND PLANT LOCATION P O ELT YOUREunF _q�, � I II � LIMITS OF NYSDEC FRESHWATER SERVICE` AT 1-800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN =. ., 4,." - 0 o U \ ♦_�� I I WETLAND 100 FOOT ADJACENT I Callmba a �w.,�a w.>rATT r4.4 I 1 THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. I ,:below. - Z \ e TQ I WETLAND JURISDIAREA AND TOWN CF SOUTHOLD TIONAL AREA I FOR STATE SPECIFIC DIRECT PHONE NUMBERS v I 4.6 __ _ N� J 11. CONTRACTOR SHALL COORDINATE m NT AND COMPLY WITH EXISTING UTILITY Y151T:WWW CALLBtI COM � _¢ RFy�y�T�s ro___ ® COMPANIES REQUIREMENTS. lsD AS SHOWN °R V qs -E .1 1 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN JKM - 1 �y0 8 05/IBR3 IUMSEOPERCOMMENT3 JCM JWS ca O NC f TO FE T t 3.9 �(Rpq� ® 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 7 OS O$73 REV SED PER COMMENTS JRF Jws o a.7 �pI E COMPOUND �) PRE-CONSTRUCTION CONDITIONS. O (: I I'I I 6 0411323 REMSEOPERCOMMENTS JRF JWS 86'-Q'ItJ I I 5 01/03R3 CLIENT COMMENTS JCM JWS z >� N 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATERTO CONCEAME POLE RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 4 I2114R2CLENrcanMEIMS WPK WPK GRAVEL 0 ` I 3 06/01122 cUMMTcwMENTS WPK JWS HIGH 1 STORY i 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD p m\ ' 2 S/IDR2 cuwrconMENrs JCM JWS Z TF4.56 - w METAL BUILDING z I I IMPROVEMENTS ARE PROPOSED. p ® I * f � I & ` I 04/OSRI cuENT cannPNTE JCM JWS z o 61405 _ 0 1vz3rz1 REwzEOPERoonnwTs JcM Jws 3 I 4.7 g , I o z 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 4.4 - Z `o* 43 -� ' REV DATE DESCRIPTION °aY"'N HBYK 4.3 O < U 4.1 J; ♦ 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. >- - ---- - - - -1 LIMITS OF NYSDEC FRESHWATER U U I q WETLAND 100 FOOT ADJACENT w �O I& THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL- CONSTRUCTION LEVEL yIPt�O KM 10 Y REA AND TOWN OF SOUTHOLD LLO III ¢ DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE oy ETLANDJURISDICTIONALAREA F 4.0 DRAWINGS. _ I 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING do LAND 2 I SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 k a.a W DATED 1 / / 8 ;� s O.H.D��®`�+y�L� z , Q 24 1 �D255_iONF�// o M 4.25 FF4,3 GF4.64 ♦ I I) Li N 4.24 4.44 PINT. "' 0. ♦♦ N o B N 4.71 P " 1 � ^ ® ER�Ml1"K McKEON JI/ z ow ; ao i`-...'...'..4 6 e < / NEW YORK LICENSED PROFESSIONAL 421 c `� M ( / ENGINEER-LICENSE NUMBER 0953744 - Z V) JJ CaNC /.0 �Phl` IT IS A VIOLATION OF LAW FOR ANY PERSON, I W _ �IOL_N THEY ARE ACTING UNDER THE DIRECTION 3.76 TF3.7i ��_ ;�f�U t -i 6�E Et(G NEER.TO ALTERt RESPONSIBLE ETH6D DOCUMENT. ONAL _JIC -i/�� JIS>1a f`jv�'• Y I', �~ �j I I C---• �- �--`- jc a ITE INFORMATION: 403-____ 3.88 _ 4 E.A. 3.65 3.3937 E.A. TF3.50 'S1 14"j t f ISPI'E;NO:ALBERTSON MARINE S47"2627W 200.00' `% 4 }' l?i- (S58'31'00"W) 4.26 -- GIL -`- 398 �4.03 { AUG 3 1 2023 !-.� f61405MAINROAD 4.33 -4.10 --__ 3.96 COORDINATE SYSTEM:NAD83 1 11971 9 (2001)NY SP FEET LONG ISLAND S I ,NY SUTHOLDUFFOLK COUNTY MAIN ROAD (N.Y.S. RTE. 25) ®� e Sern;IcaTcw'n SITE TYPE: , Badre of Trustees _,15010"CONCEALMENT POLE > j ♦ ----- ------- - - W3 L ` mPrwcFTro Tov,AUAnmledcwEERwc P.c..LLCALL wTH aeseavEO TITS OR-ANDR12Z FOR ALL IHE INFORMAl10N CO FOR HERDN IS L AURI S FOR USE ONEY TO 111E DARN FOR WHOM THE WORR WAS CONTRACTED OR TO D,FE S R CERI"TED DRAWWD MAY NOT BE COPIED, > FRESHWATER WETLAND UNDERGROUND SERVICE ALERT-NEW YORK 81 I • 01mixaT1EDiHE c Ess°WRT EN DONTxN°T of anMR`uiN BOUNDARIES DELINEATED BY VHB ENGNEERWN I.C.LLC. UTILITY NOTIFICATION CENTER OF NEW YORK ENGINEERING,SURVEYING, (800)272-4480 `--------- -------- LANDSCAPE ARCHITECTURE AND SHEET TITLE: z W W W.NEWYORK-81 I.COM a GEOLOGY,P.C.,ON MARCH 12,2023. Know .whais below. SLTE PLAN&NOTES Z CAM 3WORIUNO DAYS UTILITYNOTIRCATIONPRIORTOCONSTRUCNON Call before you dig. O m 1 SITE PLAN 20' 10' 0 20' q0' SHEET NUMBER. Z r� cRAex,c scA1E SCALE,i'=121C"FOR 22'il4'DRAWPIGS `-OG a - 1Qi Pirrrl SCALE,12"=20'o'FOR t1Y17"DRAWINGS -- a Mo REQUIREMENTS OF CHAPTER 2BO-70 ZONING ARTICLE)NII WIRELESS COMMUNICATIONS FACILITY o CODE SECTION DESCRIPTION COMMENTS COMPLIES WITH SECTION(1)(E)ABSRE IS ems! n 280.7D D.(1) ;ANON OF WIRELESS FACLITIES FURTHER RENEW EC PRIORITYPRIORITYRANKING PROVIDED AS AS O PART OF MRICATIONSUBMISSION. M8 70 E. NTEMNSUPPORT STRUCTURES ME PROHIBITED COWUES \ 2M70 F. ANTENNA SUPPORT STRUCTURES SWILL NOT BE LOCATED IN THE FOLLOWING AREAS YJITHOUT A PERMIT FROMALLJ TD6 MIONPLPHWATER. 280.70 F.f LANpS TOKMOFRESMNATER. COMPLIES 28670 F. !OFLN TER HIN 10 FEET OF THE SURFACE COMPUE9 AZIMUTH 28670 F.3 .ED WITH COMARITY PRESERVATION FUNDS COMPLIES zaa]o F.a ASTKEROSCNHIZARDAREM L'OWLIEs ENDINEERWG P.C. 2a670 F. DIE ED RATE.PMKLMD COMPLIER FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE ANAREASURROUN'DING IT THAT 6 FREE OF o OMER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE EXCEPT THE BASE EO WM'EM,WITHA RADLS EQUAL TO ADBTANCE OF TWO T06S THE HEIGHT OF THE STRUCTURE.ASMALLER FAULT"MAYBE `(( AREST ALLOWED F SUPPORTED BYA REPORT SUBMITTED BYAOUMFED STRUCTURK ENGBEER.THE 3RUCTRON PROPERTY, STRUCTURALZT�FROM REPORT 280.70 G. STRUCTURAL ENGINEERS REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURED PART OF APPLICATION RKREPORT ELITE IQ ERS LP CDR ROBORATED BYAN INDEPENDENT CONSULTANT HIRED SYTHE TOWNTILAT DEMONSTRATESTHIATA PROVIDEOM PMTOFMPLCATDN SUBMISSION: T„. ,,,a,.-r„,wyx,nlr,�.,.v,woE�Frt SMALLER FALL ZONE 6APPROPRIATE AND SAFE.THE FALLZONE OF AN M'TENNASUPPORT STRUCTURE MUST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEM OF AL.STRUCTURES EXCEPT THE ------- ------ BASE STATION EQUPMENT. ---�I 28a701 ANTENNASUPPORT STRUCTURES N THE LL UO,M.MI,B,AND HIS ZONING DISTRICTS ME SUBJECT TO THE FOLLOWING RESTRICTIONS: S •'`` 28670 L(1) )RDANCE WITH THE BULK SCHEDULE FOR EACH ZONE E=TING NONCOMPUWT.W Ml UOT SIZE:SO." I SF EXISTING LOT 641,3185E SOUTHOLD PROPOSED MONOPOLE HEGHT:15)'d 280.70 L(2) NAXBNM HEGHi:M FEET. VARIANCE OR WAVER REQUIRED O�.f I, 28670 L(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS TATOADJACENTPROPERTYLNE SHALL BE NO LESS THAN 50O FEET. SITE DESIGN STMDMOS ALL WIRELESS FACILITIES.INCLUDING CON.00ATIONS,SHALL BE ME LEASTVIGUILLY MOL70N OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS TO THAT END,THE FOLLOWNG DESM STANDARDS SHALLMPLYTO KL WIRELESS COMNDMCATON FACIUTES BSTNJED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: O� I SETBACKS.ATENIW SUPMRTSTRUCTURESANDEQU WWFACLBESSWLLLADHERE TO THE SETBACKS PREFER TO BW(REQUIREMENTS CHART ON SHEETL )t M(H70N(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE MPLCMLE TO THE ZONE IN WHICH THE STRUCTURESME �) LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE W THIS CHAPTER. SGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT NFORWTDN M ADSAFETYNSTRUCTONS,NR9CM ME REQUIRED.SAFETYSGNS SHALLBEINA M CCORGCEWTH AERI INFORMATIONS AN SIT INFORMATIONGN DRFSAFETYSDNSTOBE ' NATIONAL STANDARDS INSTIME(MSO STANDARDS FOR RADIO FREQUENCY RADWTION WARNNGSGRE INSTALLEDONEXTERIORCFCOM'OUNOFENCE PROTECT YOURSELF 2B0.70N(2) CONTACTSGNSERALL DENBFYALL SERVICE PROVIDERS LOCATED ONTHE FACLITYANOSHAUL INCLUDE NORMAL AND EMERGENCYCONTACT INFORMATION FOR EACH SUCHSGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES I FEET W SURFACE AREA alrAa Ax-oc w ANr nArz BULK REQUIREMENTS FOR ZONE M-II (MARINE II) Ca STATE P` BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH A ARCHITECTURAL AR TO LE.ANY ADJACENT RUCTURESONTHEPROPERT M INTEGRATED FOR STATE SPECIFlC DIRECT PHONE NUMBER MCRECTU3PLSME.MYNEVTLV CONSTRUCTEDBMEEOUPMENT SPECTER SHALL BE LOCATEDN VI4T:WWW.CALLBII.COM ACCORpANCE VVITHI THE MNaMLIY FEGFRAHD YARD REQUIREMENTS OF THE MINING DISTRICT APPLICABLE TO NOSHE.TE WIECURRENHY 280.]ON(3) THE SITE,AND UP TO TWO ADJACENT OFFSTREET PARKING SPACES NAY BE PROVIDED FOR SERVICE PROPoATION UPON TAKEJNINTO IscAU: x+u ar DIEOMTD er, CONSIDERATION UPON FUTURE PROPOSALS VEHICLES NOTWRHSTME LOCATED[ D[LAMING BASE EQUIPMENTATISFATORYT O TO NT NNG BOARD U �AS SHOWN_ WAS JKM DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS WIPE ES CONSCIESMNOFE OCATEDINMAREATROPERTESFACTORYTO THER.ANNND BOARD UPON CONSIDERATION OF LTSAOTS ONADJAOEM PROPERTIES ANO EM4MZNG1fSUAL IMPACTS 1 B O$/1B23 0.EVISEDPE0.COMMENTS JCM JWS MINIMUM LOT DIMENSIONS BASE EQUPMENT IIWDSCAPNG ASCRIBE OF EVERGREEN TREES SHNL BE PLATTED OUTSIDE THE FENCE 7 O$/0523 REVISED PER COMMENTS JRF I JWS AREA 160,000 SO FT• 41.346 SO FT NO CHANGE NON-COMPLIANT'A OFTHE BASE EQUIPMENTAREA OR SHELTER TO PROVGEAVSUAL SCREENOR BUFFER FORADJONNG WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PRIVATE PROPERTIES AND THE PUBLIC RGHT-0E-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE EVERGREEN SCREENING TO BE RANTED AROUND 6 OUI323 REVISED PER COMMENTS JRF JVYS DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES MDL70 N.(4) PUBIC.THE SCREEN SHAILCONSMTOFADOUBLE ROWOFEVERGREENSHRUBSMDTREESTHATARE OF FACLBY 5 01/0323 CLIENT COMMENITS JCM JWS SUFFICIENT DENSITYAD HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROMMEW.REQUIRED MINIMUM YARDS FRONTYARDSETBACKAREMSHAU_BELAHDSCMED AND INCLUDE SHRUBS AND TREES.SURVNABUTY OF COMPLIES 4 IZ/1422 VENT COMMENTS WPK WPK 35 FEET i:29.4 FEET 174'f OWER COMPLIES FRONT (T ) MElMDSCARWG SHALL BE GUARANTEED AND MAINTAINED BYTHEMPLDANT FOR THE LIFE OFTHE ', NSTAUATIOH 3 06/0122 CLEWT COMMENTS WPK JWS MINIMUM YARDS SIDE 25 FEET 40.7 FEET 86:f (TOWER) COMPLIES SRELIGHTIN.T LCW GPERH EDSF BETHEMNMJMREQUREDTOMOTECTTHEPUBUC 2 5/10122 CLIENT COMMENTS JCM JWS REAR 25 FEET 61.9 FEET 30t (TOWER WELFARE.FACILITIES SIRED ONEMSTING DEVELOPED STTESSHALL BENCORPORATED NTOTHE LIGHTING COMPLIES PINTS OFTHOSE SITES.OUTSIDE LDHBNGSWLLLUSE FULLYSIIELDEDFIDURESSO THATMEUGHT I 04/OS/21 CUENTCOHMEM3 JCM JWS 1 BOTH SIDES 50 FEET 102.6 FEET 199'f (TOWER) COMPLIES 280.70 N.(5) SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT 6 REFLECTED OR SHONE COMPLIES 11 TOWARDBTHESKY.EXCEPTNTHECASEOFSMUCTURESREOUREDTO FOLLOWFMGLOEUNES FOR 0 12l1321 PEY42ED PFA COMMENTS JCM JVY$ MINIMUM YARDS SIDE 25 FEET 40.7 FEET 47't (COMPOUND) COMPLIES SAFETYLOHTIND MwN HF'BCRKFD REVI DATE I DESCRIPTION REAR 25 FEET 61.9 FEET 8'f (COMPOUND) NON-COMPLIANT'" STANDARDS.WADDRIONTOTHESTMOAROSNMTCLEDWMDTHESTMOMDSN§28670HEREN.KI )---- ------------- ---- -- BOTH SIDES 50 FEET 102.6 FEET 127'3 (COMPOUND) COMPLIES WIRELESSFACLITIES,NCLIAMC0.LCCATI M,SW BET/ELEA5 MV LYOBTRWS DESIGN 28672A POSSIBLE THATAISO PERMS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS TO THAT END,THE (1)THROUGH(4)AS WELLAS ME NOT APPLICABLE t,OF NE(y LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACNTES PETALLED OR y(P YKMw�O CONSTRUCTEDTHAT REQUIRESITE PLMAPPROVK: 5.8% (NEW) COLLOCATION WIRELESS CONIMUMATDNFACILITIES SHALLBEDESIGNEDTO PROVIDE FOR CO-LOCATIONBY * Dy MAXIMUM LOT COVERAGE 30% 26.2% 32% TOTAL NON-COMPLIANT•• ZBa72A(5) MULTIPLE PROVIDERS ORDESDNEDSOTHATTHEYCM BE RETROFITTEDTOACCOMI.ODATE MULTIPLE COMPILES PROMERS,WIEREVER POSSIBLE. r y •- THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE SCENIC LANDSCAPES AND V TM.AU_ANTENNA SUPPORT STRUCTURES WHCHARE NOT CONCEALED INSIDE SUBJECT PROPERTY.THE TOWN CODE BULK SCHEDULE FOR THE OFBULDNGSOR SCREENED BYEXISTWGMEESOR BUILDINGS MIST BE SURROUNDED BYAPLAiTED SITE NOT LOCATED IN SCENIC VISTA F�'T'O, M Mil ZONE REOUIRES BO,000 SO FT PER USE 28a13A(8) BUFFER OF DENSE MEE GROWTH MANTENWASUPPORT STRUCTURE THAT S LOCATED WITHNASCENC P/� 0950 V� V6TAORSCENC UVDSCAPEORWITTElgEFEETOFABCENCROAO,AGDESGNATEDBYTHEEPMRO. HWLL COMPLIES ••- VARIANCE REQUIRED NOT BE TALLER THAN IO FEETAROVE THE HEDHTOF TREES ME OF TREES. FEET OF THE PROPoSEO / G LOCATION,OR 35 FEET MAXBJEAIWTHE ABSENCE OF TREES {� COLOR.ANTENNASUPPORTSTRUCTURESNTIEFORMOFMONOPOUESOROTHERTOWERSSH4L.EITHER GJERLM> K McKEON BE allEIGMY N COLOR OR BE COLOREDAPPROPRWTE TO THE CONTEXT OF THE STRUCTURES LOCATION NEW PORK LICENSED PROFESSIONAL SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL AVIATION (FAA).IF A WIRELESS COIVNIU ATION FACILITY 6INSTALLED ON ASTRUCHIRE ENGINEER-LICENSE NUMBER 095374-1 280.]2A(/) OTHERTHMATOWERTHEABENNWMOSUPPORTMELECTRCALMDMECH4NICALEQUIPMENTMUST BE COUPLES-TOWER TO BE PAINTED BLUE-GRAY ___ _ _ 1 OFANEUMA.COLOR THAT DENTICALTO OR CLOSELY COMPATIBLE MPATIBLE WITRITHE COLORS OFTHE I^IT IS A VIOLATION OF LAW FOR ANY PERSON, SUPPORTING STRUCTURE WAS TO MAKE THE ANTENNAD RELATED EQUPMENTM USUALLY UNOBTRUSIVE UNLESS THEY ARE ACING UNDER THE DIRECTION AS POSSIBLE I OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT ANTENNASUPPORT STRUCTURES NOR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR M ANTENNA SUPPORT STRUCTURE 6 LOCATED WBHWA RESIDENTIAL ZONE OR HAS ONE OR MORE SITE INFORMATION: PROPERTYLINES ABUTTING OR ONTIE OPPOSITE SIDE OFASTREETFROMARESDENTILZOWORUSE j SITE NO:ALBERTSON MARINE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNASUPPORT STRICTURES MAYBE CONSTRUCTED UNLESS PDEQUATEIYSCREENEDFROMVEWOFTHMERESDENT MMSBYEXISTINGSUUDNGSORURGE TREES,WCLUONG EVERGREENS THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE SCREENNGBIRDNGSANDIOR TREES INTME SENCEOFMADEQWMMRNK WKOFEDOSTNGUARGE [----'--'-'� '�_ "----'- TREESORBULDINGSTOPROMEEFFECTIVESCREENWGTHEWGHTOFTHEPROPOSEDSTRUCTUREMAY 61405MAINROAD BENOWRETHM35FEET,ADTHEBASEEQUIPM WMUSTBEBUREDNMUNDERGROUND MT.TWO RON5 OF EVERGREEN TREES MUST BE PLANTED ENCRCLING ME STRUCTURE ONE ROWATADISTMCE TWOROW50FEVERGREENTREESTOBE PROVIDED. SOUTHOLD,NY 11971 28a72A(B) E1 Ufa HELL` V FROM THE STRUCTURE OF SIM OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT R ELEF SOUGHT AS TO HEIGHT AS NEEDED. y }[ OFTHESTRUCTME.MANSRANTED TREES SHALL HAW AMBNPA➢ACALIPEROFTREE INCHES.SPACE DW SUFFOLK COUNTY FEETONCEWER,THETREESMISTMVEMEXPECTEDHEGMATMATURITYOFATLE/STIOFEETLESS TFWN T THE HEDHTT OFTHE STRUCTURETO SE SCREENED.SMN.LER EVERGREEN SHRUBS MST SE USED TO RILL IN THE GAPS N BETWEEN FOR SCREENING DURNG THE TBE THE TREES ARE FLUNG INMD MATURING THE SITE TYPE: PLANNGBOMDWYVMYTHEMRANGELENTOFTHETREESAMDSHRUBSTOACCAMODATESPECIFlC SITE CCNDBDN6,ANDACCOWff HTM-G OFSCREENaNGTHEFAOLITYFROMVIEWOFRESDEHRAL ILL!!! f � IJ0 1 PROPERTIES ENSURE HATTTFEPIANTINGGSSURVIVEMDARE RMANTANEDT ROUGHOUTTHEEMTENDEOFTHEO i 1SOI-0n CONCEALMENT POLE AUGIlJ! INSTALLATION 1l _ __ _ __ nOa74 C.4 ES STRUCTURES AND ZONING WITHIN 500 FEET 35T-0'70 NEAREST RESIDENTIAL PROPERTY /COPYRIGHTo7Dv,ADNULTLENGDNEERBNGP.C.,LLCALL BIGHTS RESERVED 28a74 C.(5) UDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACLITY (SEE SHEET MI) Is oRAMxc uN A1i Trt INFORUAPON CONTAINED HrtROx Is TMANDURIDRAWN FOR USE ONLY B N1E PARTY FOR M.NIS TO ALITI OF OTHER CARRIERS DPOWER.NUMBE ONTHE R US,WNHMETINGFRNUMBER.TYPE HEIGHT, RA�cONiNACTTD OR m D.NENHOM U 19 DISCL D.M4 Board,1 YT^=. TS--T - 28674 G(fi) ORIENTATION EFFECTIVE RADIATED POWER,NUMBER OFCWVAIELS AND OPERATING FREQUENCIES OF EACH (SEE SHEETS Z-I4-Z-17 MAr NOT 6ECOPIEO,RANY ONENPUND, I Q I DISTRIBUIFD ON RF11FD UPON FDR ANY ORIEP v11PVDSE ANTENNA NCLUDNGTHE PROPOSED —OUT iNE ExPRESS MmTIFN coxsTNi OF AbNUTH 28a74C 10 NTHE PROPOSED FACILITYMOME FOLLOWING ENWNEERMC P.G.LLC. ZB674 C.(10(a) EAREST RESIDENTIAL STRUCTURE 674'S --- ----- -- ------ ----- Z Zea]4C.(1U)(p PROPERTYLNEWITHARESIDENTALUSE 353's SHEET TITLE: G 2E 14C tO c) ALLOTHERSTRLCTURES 37Vt I < 2W-]4 C.(10HIO DS.RGHTS-0E-WAY,DRIVEWAYS 181'. BULK TABLE 280.74C.(11) ._ZONE RADIUS AND DSTANCE SEE SHEETZ-0 O 21IH74C*II2I ROPOSED MEANS OF ACCESS SEE SHEET ZA2 ELEVATION TITSMCRAVINGS WITH DL ROWSCLEARLYINDICATED,NCLUONGUDINGAR OR ENWIDTHOF THE 2Ba74 C.(13) STRUCTURE AT ITS WIDEST PLAID NARROWEST,MDTHIETION S PoM,INCLUDNGPNTENNM OR UGHTNINKP SEE SHEET 2-11 SHEET NUMBER: GO PROTECTION Z-03 a N Kuch 11.13 zzs '� , 4h Albertson Ln N u e 6 4.2 s� aa° o k W 7.OA �� "`e Greenport „> 10.1 AZIMUTH 0 _ 27.7A ��OO `'Qry Sage d TOWN OF Blv S 11.18 $ SOUTHOLD 3.8A Pca w„ (COUNTY OF SUFFOLK 1 DEVELOPMENT RIGHTS) 1 ' \o, o 0 °,°j' ,.. t 01 o FIRE $ / pG yL o W 11.5 ^6 1 G0 9c HamletCenter \41 o (aN A SITE SOUTHOLD LOCATION kzonin 9co � o Ot`o\e0 edyyO 9 y � ZONING 1 1 i ?t C.Q y i `� a �,�, y, Loa 1Ao L� AC 6.3A � 8 a a `� OUNTY OF SUFFOLK s / y� ` is ,dt o ' sf AHD DEVELOPMENT RIGHTS) .p V►, A 4 C) `L, aa� oT �� 'P Og - ( �O ` ��, B 9Ac1 p` �M,�o•*-t�jl�1O O^s HB : RD ECT vpuRSEr 1.8� �11.11$ // $ y 's, soao" �• gk�-- '\�+\I�°�` o6d� �O � HD /' FOR STATECSPEOFK VpRECT PHONE wMBERs 1 / ,��• /S r N T.NWW.CALLlI1.Cp1 � � , i , 1 Gl 2 RADIUS LINE � ��ji 0' _=1 L— LB ERED". ro) 11.2 �b�' �Y 1$ 1.7 (c) " u�. �1t. 6. LI AS SHOWN WAS �E JKM / 'fir 8 05/1Brz3 ENDED MR COMMENTS JCM JWS 1 A V s0 / Iy�/ L I O 7 05105a3 INISED PER COMMENTS JRF JWS 1 2 '� 1°1 `°'�O/ , �ROr 6 04/13rz3 PER COMMENTS Jar JWS ^r 2. � -— )o u th o l d V M I 5 0I M3a3 UBJT COMMENTS JCM JWS f 13/I4l1 LENT CDMPENTS WPK WPK _ MII 7 06MIrn LE"4r cOM- WPK JWS ,/ OF S FOLKa G� ckey Creek Dr 0.25 O 5/IDa a 3 DENTC +MEN JCM JWS 6 TOWN Rd 0 Mile ��► P\fie D4Osrzl REuHwSETDc PoEA cMaEMNMENTs JJcCnM JwWs 0 1rzrz ' CD Gk S R-80 REV DATECOUNTY DESCRIPTION OF AI s 9 % $ Budd's Pond Custer Ave ; RO "'�*a EY F N Parish r .� ,00 1Q ry ER NOERWAT1A7n) A O RR 10 . . 'w .b` n chOr I_ w m n c sin R �, 1� 8 11 > c O ^^" S 0 a ?so, 1 Rd O� N Q Q Q �P e«) ,<`� `t °' ER�KEON It 7p i CJ(� O� C Cl) m EW YORK LICENSED PROFESSIONAL (/) 12'1 (,01 d F d' ENGINEER-LICENSE NUMBER 095374-1 / C ` 8 �'� ` IT IS A A ATION OF LAW FOR ANY PERSON, b 15 ,ea Ay Ba o N Bayview Rd Ext UNLESS THEY ARE ACTING UNDER THE DIRECTION �' L, m N Bayview Rd OF THE RESPONSIBLE LICENSED PROFESSIONAL �� \ (,s,d}+ 13.1 , r tyRa Llbe,tY L ENGINEER,TO ALTER THIS DOCUMENT p �'0JO 8� '•o ee 11z1�+ g (m� ' r 28 U U Edg Rd n .. ee�ardOr a SIT'ENO:ALBERTSONMARINE SITE INFORMATION: ti s ti� ,00 15 14 CpNAI e1I7. ,Ss �� "a >'Q 3 61405 MAIN ROAD o ,os 1.8A(c) a Ir ami a „�• „O Cedar Beach SOUTHOLD,NY 11971 CIO '� rr, Z1,s rra�,. ! Q c�a SUFFOLK COUNTY 30 t9 water Orchard Ln 1501-0"CONCEALMMENTPOLE ER c�m Ter 1• �tTPVRIOHT0ID2T,A9SMTI ENGRiEER01C P.C..IIL ALL U �NDH,S RECERVED• ,uMpii250 1.uYC NNDL°O 1 Bv1"MEnARTY 1. MaNHpMR�IS p Prepared by Rw" ON RA D OR TO I rn nm Bp NOT ORRONL MAI NOT BE COPIED.REUSED.DISCLOSED. kaI( �t Town of Southold Geographic Information System d 1xIBU,ED DP RELIED UPON FDR AN DTRER PURPOSE V`'1 `. July 29,2�16 TNwT THE E—E.BOTTE"cw— Anwn� N 1. PARTIAL ZONING MAP IS BASED ON ZONING DRE»DPD.�. MAP PREPARED BY THE TOWN OF SOUTHOLD Suffolk County Real Property Tax Service Agency HEET TITLE: GEOGRAPHIC INFORMATION SYSTEM DATED AREIS and Tax Map Copyright 2016, smtriodld Tok'.'Cl County of Suffolk,NY z 07/09/16. ZONING INFOliMA7ION Board of T:us'ses '•HEFT NUMBER. Z-O4 1 PARTIAL TAX MAP °"�°,'G p N.T.S. 2 ZOMNG MAP °�'NP� N.T.S. a - a xI 0 n 0 � FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ^ ENGINEERING,SURVEYING, AZ I M U T E LANDSCAPE ARCHITECTURE AND GEOLOGY,P.C.,ON MARCH 29,2023. - -•- - -- _ W Z o W J� • 1 � W FRESHWATER WETLAND � � BOUNDARIES DELINEATED BY VHB O � 1R ENGINEERING,SURVEYING, O a LANDSCAPE ARCHITECTURE AND N GEOLOGY,P.C.,ON MARCH 29,2023. 0 SOUTHOLD ,pa G� UMRS OF CLEARING,GRADING WETLAND W2 AND GROUND DISTURBANCE � QEPl OZ wizon i 4 �O T Heron WETLAN D W Ii \ : PROTECT YWRSE / = a Call 1 ' FOR STATE ATE S SF DIRECT PHONE NUMBERS NSIT IT WW WWW CALLR11.Cp1 • �i ti11, SC/iE: MaW1 RY: .EF;D e AS SHOWN WAS JKM ♦ 8 05/1111a PERCDMNIENTs JCM im / 7 OS/OS23 PER COnnENrs JRF JWS LIMITS OF NYSDEC FRESHWATER f� 6 0UI323 DPERCOMMENTS JRF Jws WETLAND 100 FOOT ADJACENT a 5 01ro3a.3 HFNTCOMMENT5 JcM Jws AREA AND TOW -am"DJURISISBN p '`F '� ♦ 1vl4nx ueNTcanNKNrs wpK wPK • - • +` _ 3 06101R2 CDMMENrs WPK JWs ^� t 2 .v1au —c—Nrs JCM Jws ea Z '♦ I OM057lI uEENrc—KNTs )CM JWs 1.I RengD PER C_Nn )CH Jws REV I DATE I DESCRIPTION r FY . r SE OF NEW 536Y KZ D959SIX1A 6510NNL WETLAND W3 jEREM\i K McKEON NEW YORK LICENSED PROFESSIONAL 00 ENGINEER-LICENSE NUMBER 095374-1 IT IS A AD ATION OF LAW FOR ANY PER50N, UNLESS THEY ARE ACTING UNDER THE DIRECTI:": OF THE RESPONSIBLE LICENSED PROFESSIONAL. ENGINEER,TO ALTER THIS DOCUMENT. SITE INFORMATION: r SITE NO:ALBERTSON MARINE • 0 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD,NY 11971 _�� BOUNDARIES DELINEATED BY VHB • SUFFOLK COUNTY I!({ ENGINEERING,SURVEYING,10 �. LIMITS OF NYSDEC FRESHWATER LANDSCAPE ARCHITECTURE AND GEOLOGY,P.C.,ON MARCH 29,2023. SITE TYPE: WETLAND 100 FOOT ADJACENT 5 1501-0"CONCEALMENT POLE (((��jjj AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA Y U coPTRlasTra-1.AnHEntl EwcwEERwG P.C.—Au RIGHTS RESERVED V TM UR1�ZED FOOR SE OWN INFORNATON CONTaNE RD IS RORNwI IS CER11.MIS m OR.5MNG MIT NOTOBEE c—EO RESEO.DIS[EOSED. OI5IR,BUTEO OR WMOui ME i OF ADW1N &old Tom EN_E Mni1EN CWSENE—P.C..ut. Z 'If TI'uS;P,CS s SHEET TITLE: 2W RADIUS PLAN SHEET NUMBER-. 1 200'RADIUS PLAN °IINFEP�I"� N.T.S. Z-05J. 0 "s /�ZIMUTF 3 FRESHWATER WETLAND I , 4000 BOUNDARIES DEUNEATED BY VHB ENGINEERING,SURVEYING, NDSCAPE ARCHITECTURE AND GEOLOGY,LA P.C.,ON MARCH 29,2023. PROPOSED ISO' SOUTHOLD WEIINAND CONCEALMENT POLE sa ■ FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, O ��0�1 : PROTECT YWRSELF LANDSCAwl PE ARCHITECTURE AND �L GEOLOGY,P.C.,ON MARCH 29,2023. ,ply Oki ETLAND eETLA 4503 N�RpAO Ol � •�TaDWWW.CALLBIPH!�E NU4BER� 300' INTEpSE�Jp �c DRRRR er: mecFED Rr. RADIUS TO NFp,REST ,AS SHOWN WAS JKM B OS/18R3 aEwsiD PEa connENTS JCM JWS .� 7 OS/OSR3 0.EVIN:D PER conMENrs JRF JWS y 6 04/13R3 EVISED PE0.COMMENTS JRF fW$ 9 5 OIN3/13 uENrcanMENn JCM fWS Z p.9O Je y •, � ILIM3 uENr caPe+FTTn WPK wPK p {�� r' � � E L 3 O6DI/22 IEM COMMENTS WPK fWS Q �OTy � R 2 5/IOI'12 uErar canrENrs JCM Jw5 Z \ WNSRI uENr cannENTS JCM JWS W \ 0 1223R1 RENSED PER COMMENTS fCM fWS �+ � � REV DATE DESCRIPTION "a too tE OF NEW Pk PO C a p LIMITS OF CLEARING,GRADING y�QFoy � Z Z AND GROUND DISTURBANCE •� + bF Q� � p fOpq t 0853T`E� N � � O ESSIONA .—�-- WETLAND 100 FOOT AD ACENT J � > o �)EREN!`I K McKEON AREA AND TOWN OF SOUTHOLD r �L NEW PORK LICENSED PROFESSIONAL WETLAND JURISDICTIONAL AREA 2� w LEGEND ENGINEER-LICENSE NUMBER 095371-I ~ � R,80.pp�S g IT IS A VIOLATION OF LAW i0R ANY PERSON. FRESHWATER WETLAND b1•II'MARINEII UNLESS THEY ARE ACTING UNDER THE DIRECTION RECREATION a THE RESPONSIBLE UCENSED PROFESSIONAL p ENGINEER.TO AL1ER 1M15 DOCVNENT ^' BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, $ITE INF�RM/�TI�t`I: LANDSCAPE ARCHITECTURE AND SITE NO:ALBERT'SON MARINE GEOLOGY,P.C.,ON MARCH 29,2023. 61405 MAIN ROAD SOLTTHOLD,NY 11971 LIMITS OF NYSDEC FRESHWATER _ SLTFFOLK COUrTIY WETLAND 100 FOOT AD ACENT R40 RESIDENTIAL \ � � -, AREA AND TOWN OF SOUTHOLD ��I Li3 � � - - WETLAND JURISDICTIONAL AREA ' �Jl r, � SITE TYPE: � t � 150'-0"G0IVCEALMENT POLE �� V uPraLcxromv.w ENawEERRic e.c..uc AL.L V iS fR.'MU DCMAncTEO�R OND FOF MMON rs1$ t0 . � �TN1pF+II C TMavAFTY > • �vnMWi4 NAV R[T BE �RE�SEDTMO�i FSfLOSFD. � � TED ENME�SSE P P OCl�SENT OFF A➢N MSE NOTE N S(3'J�10�'J r EN SHEET PTLE. z _ AERIAL IMAGE BASED ON GOOGEE MAPS DATA 2014$I��6J I'f7 SUFFOLK COUNTY.NEW YORK FRFSHVJAI'Elt - .__ _,-, yp� z WETLANDS GIS MAP INFORMATION DATED 09/07I2018 0 SHEET NU48ER- 1 VICINITY PLAN °�;"F� N.T.S. 06 Z-06 0 0 AZIUTH1 ENGINEERING P.C. Albertson ! ' Abutters lo ELITE1IOR ERS LP District Section Block Lot Owner Owner's Address fY.,�.�.m. .I,-w: RE.,.•ti 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 FIRE 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 SOU �u 1000 56 1 11.2 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.6 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.11 Angela Norton 610 Pond Avenue,Southold,NY 1971 . n�1000 56 1 11.12 Angela Norton 610 Pond Avenue,Southold,NY 1971 � 1000 56 3 13.3 Angela Norton 61025 Route 25,Southold,NY 11971 _ LF 1000 56 3 14 New York Telephone Co. 60975 Route 25,Southold,NY 11971 ROM PROTECT YOURSE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25,Southold,NY 11971 p Calla-, Bg. FOR STATE SPEQFC DIRECT PHONE NUMBERS 1000 56 3 1 Main Road Brokerage LI,LLC 61505 Route 25, Southold,NY 11971 x,� RAWN BY. �ED B AS SHOWN WAS wE JKM 1000 56 3 2 Emmanuel&Toula Leodis 61575.Route 25,Southold,NY 11971 R 05/1R23 RENSEDPERcOMMEN:s JCM JWS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 7 05/05123 RARSEDPERCO H— fRF JWS 6 04/1323 REVISEDPERCoKMENTS fRF JWS 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 5 01/0323 CUENTCOMMENTi JCM JWS 4 1211422 CUENTCCMMENTS WPK WPK 3 06/0122 CLENTCOMMENTB WPK JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 11971 2 s/1o22 CUENTCOMMENR JCM JWS 1 04/05/21 CUENTCC,MMENTS JCM JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 0 12M21 Ren EDPmconnENn JCM JWS REV DATE DESCRIPTION D"BY CHECKED "BY BY 1000 56 5 7 Margaret Data 445 Budds Pond Road,Southold,NY 11971 —--1 �OF NE{yy 1000 56 5 8 Ecka Grando 545 Budds Pond Road,Southold,NY 11971 1000 56 5 9 Suffolk County 64 Budds Pond Road,Southold,NY 11971 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road,Southold,NY 11971Foq'0s53��Fa� 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road,Southold,NY 11971 � 1 CERE._ K McKEON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 NEW Y LICENSED EN PROFESSIONAL ENGINEER RK-LICENSE NUMBER:095374-I 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY 11971 (^ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. 1000 56 6 1.1 Eli Green&Dalton Route 25,Southold,NY 11971 — -- — SITE INFORMATION: 1000 56 6 1.2 Suffolk County 61330 Route 25,Southold,NY 11971 SITE NO:ALBERTSON MARINE 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25,Southold,NY 11971 61405 MAIN ROAD SOUTHOLD,NY 11971 (J; 1 t; 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 SUFFOLK COUNTY -`f - SITE TYPE: 150T"CONCEALMENT POLE I AUG J`� 1 - - - - -- ---� COPYRIGHiO LD,AIGH AZITBREBNCINEEIUNG P.C.,UG ALL l RVED V "IAUTHRORI2ED F-NG AND R USE RLY AU-TAE INFCBYFMATON THE PARTY FORN�µHD"EMRTTHNE IS __-_ _ _ WDIM WAS CONT"AC1EU OR T VMON IT is CERTFlED.TIIB 'Id > WtMIOUT THE—ROBB V.fiT1EN ORYNT OGCA—TH BUIEO OR RELIED UPON FOR ANY OTIEA PURPOSE I ENGINEERW P.C.LLC. SHEET TITLE: z a 200'&500'PROPERTY s z OWNERS LIST 0 SHEET NUMBER: 1 PROPERTY OWNERS LIST Z-o7 a — . .. . . . .. . . . .... . .. .. . . . .. . . . . . . . . .. .. ... .. . . . . . . . ... . . .. .. . .. .. . . . .. . . .. ... . ... . . . . . .. ... . .. . . ... .... . . . a _ _ NOTES: I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND SURVEYING P.C.SIGNED 3 N BY STEPHEN E RAVN RE L.S.LICENSE NO.49664&DATED 10/24118) � m3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER&ELITE PRIOR TO CONSTRUCTION. Z \ �, 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL S PROPOSED MESA CABINET BY ® -" ANALYSIS. TOWER DESIGN TO BE BY OTHERS. ri, 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. 3 PROPOSED 8'-0"x IUR PREFABRICATED ELITE)TO BE INSTALLED A S 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O EQUIPMENT PLATFORM WITH HANDRAIL PROPOSED TREE(TYP OF 34t) H-FRAME AND ELEVATED ABOVE F KIT ELEVATED 3'ABOVE GRADE ON (EMERALD GREEN ARBORVITAE 6'-0'TALL MIN.) FLOOD ELEVATION ENGINEERNG p.[. PROVIDED A REPORT. o CONCRETE PIERS , (SEE DETAILS I&2,SHEET Z-17) PLANTED IN STAGER PATTERN TO CREATE S �AZIM,LJTH ------------ ---- ---- ----- MAXIMUM CONCEALMENT(BY ELITE)o — (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME® c_• (TYP.OF 2)(SEE DETAIL 5,SH811ff Z-17) ELITE1TOR'EFtS LP PROPOSED H-FRAME MOMiTTED LIMITS OF CLEARING,GRADING _— TRANSFORMER(BY ELITcft AND GROUND DISTURBANCE O 0 0 O O O O O O O O O o = SOUTHOLD O O O O O O O O O O O O PROPOSED POWER CONDUIT I '( ROUTED FROM TRANSFORMER TO METER BANK O (SEE DETAIL 1,SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE O O Ali 10%0"A.G.L.(SEE DETAIL 4,SHEET Z-14) O m II PROPOSED VERIZON WIRELESS V�IZO�'1 — — — — — — — — — — — — _ - ___ - -!- --- '. — — — — — — — — — — — — m m -- O OPEN SOCKET(BY UTILITY METER ELITE) IN D O JID I � � PROTECT YOURSELF O FUTURE CARRIER I - --- -- \\- I FUTURE CARRIER Z �I O EQUIPMENT AREA --- - - EQUIPMENT AREA O ILA w ' .nnbelow. Call e"A rvSP PROPOSED MULTI METER-METER PACK FOR STATE SPECIFIC CALL_ PHONE NUMBERS I -- - - { Vi9T:-WMY-CALL811.CQM WITH DISCONNECT(BY ELITE) CHEC"m Br. O — TO BE INSTALLED ON H-FRAME AND AS SHOWN WAS JKM w ELEVATED ABOVE FLOOD ELEVATION r w I I 8 05/18W REVISED PER coMMENT3 JCM JWS O I PROPOSED FIRE DISTRICT CABLES ROUTED ON 1 PROPOSED 12'-0"WIDE ACCESS 7 05/0523 REYSEDPE0.COMMENR JRF Jws PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6'-0")(BY ELITE) s 01/1323 REYISED PER COMMENTS JRF Jws o ROUTED ON PROPOSED CABLE BRIDGE TO TOWER I /� \ I EQUIPMENT TO PROPOSED TOWER(TYP OF 1) '/ w (SEE DETAIL I,SHEET Z-13) 5 01/0323 CUENTCOMMENrs JcM Jws ' O (TYP OF 4 PER SECTOR,12 TOTAL) ( w — I 4 1211422 CUFNTCCMMESrTS WPK wPK F•, PROPOSED VERIZON ANTENNAS&EQUIPMENT � � 3 0610122 CIEWTCOMMENT3 WPK Jws (BY VERIZON WIRELESS)WITHIN PROPOSED ® 2 5/1022 CUENTCOMMEN'S JcM JW5 -- --_-_ — ----- — CONCEALMENT POLE(SEESHEET Z-09) Fw I I as,TOWETLANDW2 O — — -- — --- i w 01/0521 cuENT coMMENTs JCM JWs 0 o J \ ® 0 11/7321 REVISED PER commSNTs JcM JWs O I REV DATE DESCRIPTION oRAwN BY cHEB«m IH4tllNlllllll1 > J I PROPOSED 150'MULTI-SECTION I w Z-11 r I I MULTI-SIDED RADOME tPSED K er, . I I f CONCEALMENT TOWER(BY ELITE) O I I PROPOSED 70'-0"x 35'-0" I I * • I I (2,450 SQ.FT.)EQUIPMENT w ® % I I COMPOUND(BY ELITE) 7 I FUTURE CARRIER O I /// EQUIPMENTAREA� �I ® �Fo oes3TM R ° L — — — — — — — — - - Lj C`==--------�_ =---- — L==I' i AIRjill'r!i�K McKEON NEW YORK LICENSED PROFESSIONAL IENGINEER-LICENSE NUMBER:095374-1 O — _ -- -- \i 701-0" IT IS A MCLATICN OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL O ENGINEER,TO ALTER THIS DOCUMENT. PROPOSED 6%0"HIGH BLACK CHAIN LINK FENCE(BY ELITE) \ SITE INFORMATION: \I 7-----{SEE-DETAIL4-,SHEET-Z-I SITE NO:ALBERTSON MARINE PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO PROPOSED VERIZON WIRELESS 10'-0"x 20'-0"STEEL PLATFORM CONDUIT(BY VERIZON WIRELESS)ROUTED FROM METER RACK& �'-- (BY VERIZON WIRELESS) WITH 42"TALL HANDRAIL&B'-6"TALL MESA CABINET TO PROPOSED PPC&TELCO CABINET ON 61405 MAIN ROAD STEEL CANOPY(200SQ.FT.)IN A I0'-0"x 20'-0"LEASE AREA(200 SQ.FT.) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) w SOUTROLD,NY 11971 (SEE SHEET Z-09) I® � I SUFFOLK COUNTY I f'- LIMITS OF CLEARING,GRADING 1- LIMITS OF NYSDEC FRESHWATERSITE TYPE: AND GROUND DISTURBANCE EXISTING BUILDING\ w WETLAND 100 FOOT ADJACENT 150'-0"CON EALMENT POLE AREA AND TOWN OFSOUTHOLD WETLAND JURISDICTIONAL AREA !t 9 ` mPrwxro mv.AaenmlETvcBaEEROac P.c..u<nu. --( r:U C v ' J \/ THISNG AND Au Tff Nro.1-0x—T...HERD.IS v _J rHowZEB FOR usE 01-BY THE—TY FOR WrfoM THE PROPOSED VERIZON WIRELESS UNDERGROUND ONTRACTED ON TD—IT IS--ED.THIS I ORAMWG MAY NOT BE COPED.FEDSED.nDISCLOSED. 'w NOTE POWER&TELCO CONDUIT ROUTED FROM UTILITY DImm,BOTEO BR REUED UPON R ER PURPOSE 1H0.1T THE E NRCSS WRITTEN CONSENT OF AdMUM o: SILT FENCE,STRAW BALES,AND OTHER EROSION AND SILT POLE TO TRANSFORMER&MESA CABINET I EER NG PC..LLC. :c CONTROLS WILL BE INSTALLED AND MAINTAINED DURING IS111T TI RE: PROJECT WORK,AS NECESSARY,TO PREVENT ADVERSE 21 IMPACTS ON WETLANDS. COMPOUND PLAN 0 4 0 p g ;SHEET NUMBER: w cBAPx1cscAu SCALE.1/4•-F-O'FOR 22°z34"DRAWQdCS Z'�8 1 COMPOUND PLAN aFE� SCALE.1/8•-VV FOR 11S17•10RAWINGS . . .. ... .. . .. . . .. .... .... .. .. .... . D. m o NV f I I "1 I• . o •V I I ENGINEERING ENGINEERING s, I FUTURE CARRIER __.--- EQUIPMENT AREA PROPOSED 150'MULTI-SECTION I MULTI-SIDED RADOME L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONCEALMENT TOWER(BY ELITE) E I ELIre To`veas LP I I I I I F1RF � I i �$OUTHOLD 'I PROPOSED VERIZON WIRELESS 24"0 CONCRETE PIER(TYP OF 6)(SEE DETAIL 4,SHEET Z-14) l PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED 2'-0"ABOVE PROPOSED CANOPY— (TYP OF 4)(SEE DETAIL S,SHEET Z-15) I I PROPOSED VERIZON WIRELESS STEEL CANOPY(ABOVE) PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP I >-------_------- --- ----- OF 3 PER SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), PROTECT YWRSELF DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6, I FM� _ PROPOSED VERIZON WIRELESS WORK LIGHT SHEET Z-15)&TRIPLEXER Cr".OF I PER SECTOR,3 TOTAL) (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) FOR MOUNTING(SEE DETAIL Z SHEET Z-I5) I i Cal1 1pW,y I FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT.WYfNAALLBII.COM r PROPOSED VERIZON r — , r — — — — — / o,ECXEo BY PROPOSED VERIZON WIRELESS / WIRELESS BATTERY CABINET AS SHOWN BRA WAS JKM 1 (SEE DETAIL I,SHEET Z-IS) I EQUIPMENT CABINET I I (SEE DETAIL I,SHEET Z-IS) L — — — — — — — — — — — J s 05/IRR3 RF/IsEDPERCOMMENR JCM JWS 7 05/05123 REV'ISEDPERCOMMENTS JRF JWS 6 04113/23 RLVISEDPERCOMMENTS JRF JWS 1 PROPOSED VERIZON WIRELESS CABLE s 01103r23 cuBINT—NENrS JCM JWS PROPOSED VERIZON WIRELESS I RRH RRH RRH RRH y BRIDGE(SEE DETAIL 4,SHEET Z-14) 4 12/14/22 cu C—IMENTS WPK WPK JWS DISCONNECT SWITCH MOUNTED 3 06101/22 CLFNTCOMMENTS WPK TO PROPOSED HU ED PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES jm ROUTED ON PROPOSED CABLE BRIDGE TO TOWER 2 sllorz2 cuwrcoMnENrs JCM )vvs (TYP OF 4 PER SECTOR,12 TOTAL) 1 04/05121 cuwrCOMnwrs JCM Jws I I I I 0 13/2321 REVISED PER COMMENTS fCM fW5 L 2 J REV DATE DESCRIPTION DRAwN ECl( � Br Br J � I Dy I oFN I + � 41 T �°��0853T6 �� • )ERE i K McKEON NEW YORK LICENSED PROFESSIONAL `o ENGINEER-LICENSE NUMBER 095374-I j — III IT IT IS A VIOLATION OF LAW FOR ANY PERSON, r ! USS THEY ARE ACTING L OFE THE RESPONSIBLE LICENSEDRPROFESSIONALN -- ENGINEER.TO ALTER THIS DOCUMENT INDE THE INIRE.T1 I SITE INFORMATION: SITE NO:ALBERTSON MARINE I I PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO CONDUIT ROUTED FROM UTILITY 61405 MAIN ROAD ! POLE TO TRANSFORMER&MESA CABINET SOiTTHOLD 19 +' ai NY 11971 i T I S`l F�—z A A I (SEE DETAIL I&2,SHEET Z-12) T O SUFFOLK COUNTY m I I SITE TYPE: 20'-0"f ) U G 2029,13) I I 150'4"CONCEALMENT POLE ( !! PROPOSED VERIZON --- ------- -----"—--JI WIRELESS 42"TALL HANDRAIL F T T T T T T T T mrnMclTro mn,w ... AeaG P.c.u.cnLL I _ PROPOSED VERIZON WIRELESS WORK LIGHT YC I )• I •�_ �—E E E E E E E E E E E TH S DRAr NL nnB Au TnE INFa+unnBN caNTaNm HEREON Is AUMORITED FOR USE RRY BOY THE PARTY FOR 11HOM THE (fYP OF 2)(SEE DETAIL 8,SHEET Z-12) WOP,(WAS cONTRACTro BR T pM IT.CERTIFIED.THIS OJL{U.J iG5'YT1 ORA NNG MAY NOT BE COPI EUSED,DISCLOSED. J v '� DISTRIBUIEO OR REMfD UPON FOR ANY OTHER PURPOSE YdTHWi THE EXPRESS YPoTTEN CONSENT OF A➢MUTN ENGINEERING P.C.LLL I D: f SHEET TITLE: a PROPOSED VERIZON WIRELESS POWER&TELCO EQLTII MENT PIAN s CABINETS MOUNTED ON PROPOSED HANDRAIL o 1 EQUIPMENT PLAN SHEE7 NUMBER - SCALE.scAt>: 2 0 2SCALE:3/4°-1'H3°FOR 22°x74"DRAWINGS � "L-�9 Iw rtr[1 SCALE:3/8°-1'-0°FOR 11'417'DRAWRNGS C. I o PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE N (TYP OF 2 PER SECTOR 6 TOTAL) (TYP OF 2 PER SECTOR 6 TOTAL) N (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) m � � I PROPOSED CONCEALMENT POLE ANTENNA "oS, PROPOSED CONCEALMENT POLE ANTENNA �� vnnMOUNT(COMMSCOPE PART NO.MTC37319) 9 MOUNT(COMMSCOPE PART NO.MTC373I9) p�D7 XI LEI` (TYP OF 2 PER SECTOR,4 TOTAL) �:'r8` (TYP OF 2 PER SECTOR 4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECOOD (SEEDETAIL5,SHEETZ-I5) 3��0 (SEE DETAILS,SHEETZ-IS) 3TOTAL)(SEE DETAIL 6,SHEET Z-IS) ENGINEERING P.C. 1.op ti� PROPOSED 40"DIA _ PROPOSED 40"DIA OQ. PROPOSED 40"DIA O� MULTI-SECTION-MULTI-SIDED MULTI-SECTION-MULTI-SIDED G� MULTI-SECTION-MULTI-SIDED G•C RADOME CONCEALMENT POLE RADOME CONCEALMENT POLE P�Q�P �c_AJ RADOME CONCEALMENT POLE N ELITG`\TO VLRS LP bo 60 lr.r PROPOSED 6"0 C PROPOSED 6"0 �� F�RF MAIN PIPE MAST G ® Al MAIN PIPE MAST G ®o A 2 SkVTH0L in j �'Dn O 0 ) B' B2 vedzon,,/ I PROTECT YOURSELF i PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA I i MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE(TYPR R PROPOSED 6"0 MAIN PIPE MAST - (SEE OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) 1 Callee%alrmme s,a�N,..�" W" (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) FOR STALE EPEOFlC DIRECT PHONE NUMBERS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA - - -VI9P WWWCALL811 COM - Q- MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE ORAYm BY: CHECxEO BY.-.I G'�J�� (TYP OF 2 PER SECTOR,6 TOTAL) /'��o""ov- (TYP OF 2 PER SECTOR,6 TOTAL) AS SHOWN WASJKM P`�1` (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) 8 05118M REVISED PER COMMENTS JCM JWS �ryry0 7 OS/0523 REVISED PER COMMENTS JRF JWS 6 0411323 REVISEDPERCOMMENTS JRF JWS 5 01/03/23 CUENTCOMMENTS JCM JWS 4 1211422 CUENFCOMMENTS WPK WPK 3 06/0122 CLEINTCCMMENTS WPK JWS 2 5110122 CUENTCOMMENTS JCM JWS I 04ID5121 CUENT COMMENTS JCM JWS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146-1 A.G.L. ON FEE o 1v2321 REN ED PER G°MONn JCM JWS °""'°B`"� N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2"A.G.L. ° °""w,gE"F °a""N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS N.T.S. 'REv DATE DESCRIPTION �t6 OF NEIV"�g �Z I �P.085STR ANTENNA SCHEDULE , K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I PROPOSED ANTENNA AND RRU CONFIGURATIONT 19 A VIDLAnDN OF LAW FOR ANY PERSON) UNLESS THEY ARE ACTING UNDER THE DIRECTION ANTENNA OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU SITE INFORMATION: SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO:ALBERTSON MARINE i f r �! r� -_Q- Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a NEW i 61405 MAIN ROAD (� ' az. '1 ia=tJ' j RRH B5/B13 SOUTHOLD,NY 11971 I, A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' NEW f I SUFFOLK COUNTY RT-8808-77A 131 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW I SITE TYPE: ( O ^I^ -a -150'-0"CONCEALMENT POLE vG C.) - I2•� m B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' RRH 65/B13 NEW I RT-8808-77A 1 G I COTRWGHTO30U.IUGH 11ENG00EIlIIRG P.G,IIL ALL RIGHTS RPSERVMD . ScEnnah e,v'' MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH 62/B66a NEW "'� FOR U'ONLY BY PARTY FOR WO THE a C1 1 AUTHOWZED FOR USE NLY BY ME PARTY FOR WeiOM"1E I �c WORK WPB CONTRACTED OR TO D.RE IT IS DISCLOSED, TTIR BCiAft'�.C. (TLiJ.CG.S D�STRIBUTiED OR REUEODR MG MAY NOT EUPON F'ORRMY OTHERR PVR osE RRH B5/B13 THAT THE EWN-WRITTEN CONSENT OF ADW H C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW `Nw�E"I"` LLD. z RT-8808-77A �9iEET TITLE: 1 a ANTENNA PLANS& ANTENNA SCHEDULE z 0 m `SHEET NUNBER: � Z-10 a TOP OF PROPOSED FIRE I ri PROPOSED FIRE DISTRICT �_ DISTRICT WHIP ANTENNAS ANTENNA MOUNTED AT TOP OF EL=164'-10"t A.G.L Q D CONCEALMENT POLE(TYP ETOF I) o (SEE SHEET Z-16) m PROPOSED 5'-0" I TALL PIPE MOUNT(TYP OF 2) �y PROPOSED FIRE DISTRICT A M EQUIPMENT(SEE SHEET Z-16) ENGINEERING P.C. s TOP OF PROPOSED TOP DIAMETER OF RADOME MULTI-SECTION MULTI-SIDED CONCEALMENT POLE - -------- -- ---" -- --- CONCEALMENTPOLE=40" EL=150-0 tAG.L ELITE,T04'CRS LP PROPOSED VERIZON WIRELESS ANTENNA 'I 1 a.. "rc EanD MOUNTED WITHIN CONCEALMENT POLE PROPOSED ANTENN A (TYP OF 2 PER SECTOR,6 TOTAL) CENTERLINE=146'-I"t AG.L. 1 (SEE DETAIL I,SHEET Z-14) I lR j I F F PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) PROPOSED ANTENNA I UTH�LD (SEE DETAIL 5,SHEET Z-15) i CENTERLINE=141'-2"f AG.L s•® BOTTOM OF ANTENNA SECTION EL=138-0'fA.G.L I II FUTURE ANTENNA ■ CENTERLINE=I32'-On t A.G.L. vwmn,/ OTTOM OF ANTENNA SECTION 'I =I26=0"t VAG.L PROTECT YOVRSELF I I v~i a •below.. I I Z Call FOR STATE , C DIRECT Q E 9Tn N .—B P COM NUMBERS I, o UZ FUTUREANTENNA O CENTERLINE=I20'-0"f AG.L ORAAN BY- ED B• I I O w \ AS SHOWN WAS JKM 0 8 05/1823 REVISED PER COMMENTS JCM JWS BOTTOM OF ANTENNA SECTION 7 D5/0523—SFDPE—ITENT3 JRF JWS EL=114-0 tA.G.L I 6 04/13123 REVISED PER COMMENTS JRF Jws 5 01/0323 cuENTc(TMMENrs JCM JWS I' 4 121142E cuawc—mENT2 WPK WPK 1 3 06/0122 CLEMTCCMKI4TS WPK JWS _ FUTURE ANTENNA CENTERLINE=108'-0"t A.G.L. 1 s/05121 CUENTCDMMEWS JcM Jws I 04/0521 CLIENT COMMENTS JCM fW5 I I I l 0 12lL321 RensED PER connENTs JcM Jws PROPOSED FIRE DISTRICT CABLES ROUTED REV DATE DESCRIPTION D Y DHBYRmJ BOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE l EL=102-0 t A.G.L DISTRICT ANTENNAS(TYP OF 1) �tEOF SAE5W, I I FUTURE ANTENNA > CENTERLINE=96'-0"t A.G.L 0959� l� PROPOSED WIRELESS 7!8"0 COAX CABLES ROUTED ON CABLE B pR s oRev=/ PROPOSED CABLE BRIDGE TO TOWER(TYP OF 4 PER SECTOR 12 TOTAL) BOTTOM OF ANTENNA SECTION I PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 �ERLt�_!')` K McKEON EL-90-0 f AG.L TOTAL)(SEE DETAIL 2,SHEET Z-14), NEW Y RK I ED PROFESSIONAL DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-IS)&TRIPLEXER i ENGINEEE R-LICENSENS E NUMBER:095374-I � (TYP.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-I5) ------ --- p 3 fu'a +7 Ii a -4._._-AS y-Lz 3 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FUTURE ANTENNA _ OF THE RESPONSIBLE LICENSED PROFESSIONAL BASE DIAMETER OF RADOME I — _CENTERLINE=84'-0"f A. ENGINEER,TO ALTER THIS DOCUMENT. MULTI-SECTION MULTI-SIDED — --"-- �! ( 1 CONCEALMENT POLE=40" I SITE INFORMATION: AUG `3 � ��G� )y' I PROPOSED 12'-0"WIDE ACCESS GATE(TYP OF 2 x 6'-0")(BY ELITE)(SEE DETAIL I,SHEET Z-13) HUG ( I SITE NO:ALBERTSON MARINE I g t TOP OF BASE POLE hBOTTOM OF ANTENNA SECTION PROPOSED MESA CABINET(BY ELITE) r{ ` EL=78-0 t A.G.L EL=78'-0"f AG.L 61405 MAIN ROAD 1 PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0"x 6'-0" Southold TPI:YTI PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) SOUTHOLD,NY 11971 { Board of f i uS:"BS --��,� BRIDGE(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) SMOLK COUNTY PROPOSED VERIZON WIRELESS TOP OF VERIZON WIRELESS GPS UNIT STEEL CANOPY(ABOVE) I PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) SITE TYPE: EL=13-6'f K.G.L. PROPOSED 8'-O"X I0'-0"PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL 150.0"CONCEALMENT POLE PROPOSED VERIZON WIRELESS GPS KIT ELEVATED T ABOVE GRADE ON CONCRETE PIERS OTOP OF VERIZON WIRELESS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED ( ) - ---------- �'- - EL=I "t A.G.L. CANOPY(SEE DETAIL 3,SHEET Z-I5) _ _ SEE DETAILS I&2,SHEET Z-17 l TucRTS RESERveo TOP OF FIRE DISTRICT EQUIPMENT CABINETS COPYRIGHT OlD2l.RIGHTSRESE-1 Ma P.C.,LLC ALL TIIISI OR NG AND ALL THE INFORMATION CONTAINED NERDN IS v EL=I X-0^t A. uD FOR USE DI L BY THE PARTY FOR—TIE WORK MAS CONTRACTED OR TO M11oM IT IS CERTTIm.MIS PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& S�RAMNS MAY NOT BE COPIED.NEUSED.DISCLOSED. > BATTERY CABINET(BEYOND)(SEE DETAIL I,SHEET Z-IS) /` TOP OF VERIZON WIRELESS CABINET euTm OR RELIED UPON R ER PURPOSE "NtT 1 THE EATREESS MIBTTEN CONSENT OF A9MU1H w EL=9'-8"t A.G.L. EERM P.c.uc. PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE �- O O TOP OF CHAIN LINK FENCE SHEET nne a (BY ELITE)(SEE DETAIL I,SHEET-13) O O EL=6'-D"t AG.LG.L GRADE EL= U-O"AGL ELEVATION 5'-0"AMSL BOTTOM OF LLL 3-0Ut A.G.L -------------- ----- - - w 1 SOUTH EAST ELEVATION SHEE NUMBER. — cRAPLRcs_AL_ S 0 5 ISCALE:3/16"^1'-0"FOR 22k3V DRAWINGS Z-11 SCALE:3/3P=1'-0'FOR 11117"DRAWRVGS FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS I 2'-0"3 ; EXISTING GRADE AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS - L2 OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER '1=III-f ,��L N WARNING TAPE WARNING TAPE Div t+ '�Y_3� J'��rJ_` Yr WARNING TAPE AZ I LJ T H I- ENGINEERING P.C. �— --------- --------_ -_ --_---_- TRENCH -- - _-- - --- ------ - --------------- -III--_---_----_----- III- O COMPACT FILL(90%)OR _ __ _ ______ _ r a AS PER UTILITY COMPANY �_• '-�� _ _� UNDISTURBED SOIL Z _ _ UNDISTURBED SOIL :o Z ----- ----------- _---- ---_--_- --—I ¢ _(-I � REQUIREMENTS ELIT[701FLRSLP _ ______ _ CLEAN FILL(COMPACTED _ i _ _ CLEAN FILL(COMPACTED I I=I I =III -------------- UNDISTURBED-- - III IN IT CONTROLLED LIFTS) �O -III-- ----------------- IN W CONTROLLED LIFTS) I-III k= L==111 III-1 SOILi-111 MNMIN _ = II MINLII OUTHOLD.D _ 'O CLEAN SAND ,yew~ ��.:c=-`Y• - OEP'(• CLEAN SAND _ - `'•_ - III-I;III= II=h_-III= III--III- I, I-II-1 � II (I)2"PVC ELECTRIC CONDUIT 4"0 SCH 40 TELCO CONDUIT K CLEAN SAND SUITABLE I— i —I I'-0. FOR CONDUIT BEDDING (2)4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) - ■ (I)2"PVC TELCO CONDUIT MIN NOTE NOTE (2)4"PVC TELCO CONDUIT 2"0 SCH 40 PVC ELECTRIC CONDUIT NOTE vamn I. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND j UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED _ J FOR BACKFILL. i� -� 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL COMPACT IN 8"LIFTS.REMOVE ANY LARGE : PRTEcrou�sunF I DEMARC TO SHELTER TRENCHING DETAIL GRAM3TDBD N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL GM RFTIA E N.T.S. ROCKS PRIOR TO DIGGLLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G _ IwEsn _ nNEZEn UTILITIES PRIOR TO DIGGING. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G Call e.w.I,a,cy MATCH EXISTING TRENCHING. FOR STATE SPECIFIC DIRECT PHONE NUMBERS RIGID STEEL I MST:W-CALL811.001A J SCALE: OKAYED Bx: MEIXm Bv. EXISTING MATERIAL&GRADE RIGIDCONDUITCONDUIT PLUG cRAm3lcscaTE AS SHOWN WAS GRADE EXPANSION COUPLING JKM 3I I-I pal I Ifffil 8 OS/1823 REVISED PER COMMENTS JCM JW ---_---_--_ CLEAN BANK RUN GRAVEL GRADE 7 05/0523 REVISED PER COMMENTS JRF JW$ Z. ---- - - - I BACKFILL WITH NO STONES 3/4"GRAVEL STONE .I 6 G411323 RENSED PER COMMENTS JRF Jws GREATER THAN 6". COMPACT CRUSHED STONE s 0110323 CuwTC-MENTS JcM Jws TO 95%MODIFIED PROCTOR. %\��\\//\\// /�\// \\��\\//\\/� \��\\��\\/! Z ASTM C33,SIZE NO. 7 4 1211422 CLB4YCDMMENTs WPK WPK YELLOW WARNING TAPE 3 O6i0122 CIEINTCMMENTS wPK JWs / MARKED"CAUTION-GAS MAIN" 6"WIDE UTILITY WARNING TAPE O 3 'r 2 5/1022 cuENi conMENrs JcM Jws TRACER WIRE(SEE NOTE#3) Z o 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 1 04/05/21 CLIENT COMME JcM Jws O C 0 O C o C 0 C 0 C 0 0 0 C 0 C 0 C 0 122321 IREMSEDPERCOMMENTS JCM JWS 3 ILfiI ILLIII--] MINIMUM 1.5"I.D.PE PIPE D aw" REV DATE DESCRIPTION NOTE RIGID STEEL CONDUIT--",- ONDUIT tEOF NEty 9�'�7�'Y K MS�yO•Qf, I I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. PVC PIPE COMPACTED SUBGRADE 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. RIGID STEEL TO PVC ADAPTER a k NOTE 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO WEED BARRIER"TYPER" UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE I. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C.SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL `a o OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2. IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL COMPLIANT IFGC SECTION 404.15.3. TO SCH.80 cRAPxlcscATE 4. SPLICE BETWEEN STEEL GAS PIPE&PE PIPE TO BE THREADED. 6 GRAVEL COMPOUND DETAIL ,w FlTI N.T.S. �JERE�-K Mc'KEON 4 GAS TRENCHING DETAIL °"„" N.T.S. 5 1 TYPICAL UNDERGROUND CONDUIT STUB-UP G N.T.S. NOTE NEW PORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I I I. PROVIDE 3"LAYER OF MULCH AS SPECIFIED EMERALD GREEN ARBORVITAE OVER ENTIRE WATERING SAUCER AT ALL IT IS A VIOLATION OF LAW FOR ANY PERSON, THE DIRECTION TREE PITS OR OVER ENTIRE TREE BED. 6'-0"IN HEIGHT MIN. UOF THE RESPONSIBLE LICENSEDSS THEY ARE ACTINGRPROFESSIONAL 2. PREPARED BACKFILL MIXTURE I PART PEAT, I ENGINEER.TO ALTER THIS DOCUMENT. CONCRETE CAP I PART HUMUS,I PART PARENT SOIL 1 -- ----------_---, BACKFILL SHALL BE THOROUGHLY MIXED. p 2 STRANDS NO.12 GA.GI SITE INFORMATION: 6 00 SCHEDULE 40 CARBON WATER IN 12:LIFTS DURING PLANTING. II ANNEALED STEEL WIRE-TWISTED SITE NO:ALBERTSON MARINE II IN NEW RUBBER HOSE f � �,.'�" l r EEL PIPE NH C YELLOW W I I 2 STRANDS DOUBLE 61405 MAIN ROAD ��t-•-1 p + SLEE��FILLEpD'N/ CONCRETE II WRAPPED AND TWISTED i C` •; --•L i PROPOSED TIMED LIGHT(RB P/N STL360H) !I t i ;`¢ E , :-o • 0 I I SOUTHOLD'NY 1197 1 [TYP OF I PER ICE CANOPY POST,TOTAL OF 4) OO SUFFOLK COUNTY GRADE,PAVEhIIT D P PAPER 4"WIDE,50%OVER LAP. TIED `t ,I F NISHED G x ! A U G 2O�E� STOUT HEMPCORD AT TOP OF BALL AND SITE TYPE: CUT&REMOVE BINDING FROM f I I AT HEIGHT OF SECOND BRANCHES 150'-0"CONCEALMENT POLE 3"OxW-0"LONG SCH.40 PIPE TRUNK AND AS MUCH FROM BALL ^ `f I I PITCH AWAY FROM TREE TRUNK AS POSSIBLE CUT AND REMOVE w SG lhGld TGWIt Z UPPER 1/3 OF BURLAP FROM BALL FINISHED GRADE 'D o Z - mrrRTcxro mv.anpnTTTi FNCTNPE IJAMON�ruNm rEao 3 BOcfL'I.GT ltii=0h1CR�ET E FOOTING_�tf,000 P51) m F cCAND wcTNLY 8 A z ¢ wAUTHONDRIYI ED FOR USE ON T BYRRiE AR FOR PHON}HE IS 1 WORK WAS CONTRACRO OR TO YMOM IT IS CENMED THIS ORAWND MAT NOT BE COPED.REUSED,OISCLOSm. STRI�UTED 0R RELIED UPON FOR ANY OTHER PURPOSE 3I GFCI DUPLEX OUTLET WITH NEMA TOPSOIL MIX BACKFILL xTTH THE ExPREss MTTEN CONSENT OF AnwTH 3R OUTLET COVER(fYP OF 2) _ - ENUNEERINc P.c,uc. I I-I N _ f NOTE TREE BALL ` Ui - rTCONIMUmON z I'0" I. MOUNT TIMED LIGHT&OUT PER VARIES TAMPED TOP SOIL DETAILS � MIN MANUFACTURERS RECOMMENDATIONS MIX CUSHION 6" SHEET NUMBER. cRArxlc scATp cRArxlc scAIE cRArxTcscAta Zi-12 7 BOLLARD DETAIL w1 n N.T.S. 8 TIMED LIGHT&OUTLET DETAIL wPF£f N.T.S. 9 TREE PLANTING DETAILS wNF N.T.S. a I � I 0 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV.LOCKABLE, TURNBUCKLE AT GATE ONLY o DOUBLE GATE LATCH m VARIES 12'-0'GATE OPENING 10'-0"MAX VERIFY WITH SITE PLAN I I/4"GATE FRAME TYPICAL CHAIN LINK FENCE NOTES I AZIMUTH I. GATE POST,CORNER,TERMINAL OR PULL POST 21/2"0 SCHEDULE 40 FOR GATE ENGINEERING P.0 WIDTHS UP THROUGH 4 FEET PER ASTM-FI083. - -------------- --- ----- I I/4"TOP RAIL 2 1/2"CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-F1083. ci• :�� 2"x2"-9GA FENCE FABRIC `- 518"0 3. GATE FRAME 1 1/2'0 SCHEDULE 40 PER ASTM-F 1083. 1 ELITE,T0�1'ERS Li I ! LATCH ROD 3/16"x 3/4"STRETCHER BAR ' 0 2 I/2"GATE POST 4. TOP RAIL&BRACE RAIL 1 1/2"0 SCHEDULE 40 PER ASTM-F1083 2"INTERMEDIATE POST AT CORNER AND GATE POSTS E�l 5. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392NO GAP BETWEEN FINISH 1/2"CROWN FOR DRAINAGE GRADE AND FENCE FABRIC 6. TIE WIRE MINIMUM I I-GAUGE GALV.STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE 1.0. 2:I SLOPE MAX SOUTHOLD, ' c I 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS(BLACK) ) T_j L '- li- 'I-� M N-- ;o - 7. TENSION WIRE 7-GAUGE GALV,STEEL STONE OVER _ '------ -- — ----/ GEOTEXTILE FABRIC I'-0"0 TIRE AT END OF Ir-4 414 B. GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE w FOR ALL SITES IN A GIVEN MTA. Z SWING GATE(TYP OF 2) w < 3:1 SLOPE MAX ■ "' #7 GA TENSION WIRE, 9. HEIGHT=6FT VERTICAL -V/ 6"0 x I B"DEEP CONCRETE O _ CONTINUOUS FOOTING WITH I I/4"PIPET 0 F II 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6"LONG m O =T' LINK FENCING. Q x r ..... �IT T 10"0 CONCRETE l7 Z m PROTECT YOURSELF 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP,2 PL FOOTING IN SOIL FOR FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) -" Z INTERMEDIATE POSTS • n below. 1 Call Lr"a w"ag FOR STATE SPECIFIC DIRECT PHONE NUMBERS -- VISIT WWW CALL811.COM SCA3E: OFAWN BY: PECKED BY. AS SHOWN WAS JKM r- R 05/IB21 REVISED PER COMMENTS JCM d—K 7 OS/05123 REVISED PM COMMENTS JRF 1 FENCE 6z ACCESS GATE DETAIL c N.T.S. 6 IM/1323 REVISEDPERCDMMENTS JRF S 01/0323 CUENT—MENTS JCM NOTE 4 1211422 CUETHT—MENTS WPK UNISTRUT PIPE/CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME 3 owol22 CUB-UENT C—MENT3 jCMWPK OR P2558-35(GALV.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO 2 s/I S121 CUENTCOMMENR JcM MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION 04/0521 CUENTCq MEN 1 JcM Jws FOR BOLT TORQUE 0 1 1223/21 REVIS£DPERCOMMENTS JcM Jws REVI DATE DESCRIPTION D BwM HFCKm Y BY 3 I/2"O.D.POST >-------------- -------<I OF NEW K 3"0 RGS CONDUIT — — — ♦y" y y (GALV.(TYP) ` 4'-0" METER BANK'MA' �ysFo°ossaT� ' PROPOSED WATERTIGHT METER p� DN��=-/ HEAVY DUTY METER NAME PLATE / SOCKET COVER PIPE CAP I_ J �JER/ hM>i K McKEON NEW F- kl O ----- AL ENGINEER KLCENSENNUMBEIt O3 LICENSED 74-1 w ® IT IS A VIOLATION OF LAW FOR ANY PERSON, JI a: FRONT UNLESS THEY ARE ACTING UNDER THE DIRECTION M MAIN O FRONT VIEW SIDE VIEW OF THE RESPONSIBLE UCENSED PROFESSIONAL TERMINAL 85.37" ENGINEER,TO ALTER THIS DOCUMENT. 9SELUGS UNISTRUT P5000(GALV.) -- ------------ `O 30.94" SITE INFORMATION: �'� SITE NO:ALBERTSON MARINE a ,• r ��-- �� 1��1�f305MAINROAD j SOUTHOLD,NY 11971 j T�rll`lvl :: /%\�%\/�.�/%\//%\//%�%�%\�.1 i OLKCOUNTY IL J l I[•I f:ll'•1 SITE TYPE: r•I 1 L..I N ____ I __ `� 150•0"CONCEALMENT POLE j L-------i f, II.,:I f.,ll:I I j o ��A' iu^;i;iirfl��~ COPYNGHT m,,nnmuTtT ENCR EERmcP.c.,ucAD N I_ RESERVED T1WA TMR NG OR uLL THE MFORMARON CONTNNED HEREIN IS V �•� T Y— - SE .=WORKY �1.U,q�BEEMY BY THE PARTY FOR MOM THE ""CO IED.OREUSEO.DISCLOSED. T" > /// }T^ I "W MWT 40 EKPRESS WT"TiEN CMY ONSEN OTHERF ADMUME 12"0 PLAIN CONCRETE PIER ENG..-P.G.LLC. N (4,000 PSI CONCRETE) MESA PER-INSTALLED --- - -- - - --- Z NOTE DISTRIBUTION PANEL PLAN VIEW ,SHEET TITLE: a I. MOUNT METER BANK AND MAIN LUGS SECTION PER m MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. CONSTRUCTION DETAILS.2 I z 0 r SHEET NUMBER: Z-13 2 MU POWER METER BANK MOUNTING DETAIL G"w"; N.T.S. 3 MESA CABINET DETAIL w"E ;"� N.T.S. 4 G LTI N.T.S. o. " 11.61' 4.53^ 12.2° lo.�^ WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER M �'1 GUARDS GUARDS GUARDS GUARDS UAn � >_I/Lt�1111i111CU1� ti �I'•UI J�IIIIIII�I•tifiri� ' 1/ ■/11 ■' JI �I,�l�l p�•l•{I�1 II dl I Q Y� r - ; y � .1LII1111tlgflllll111llil! N �� IMn.-c,:r,•`;��(�8 � ,� � �61[l;.---__�:c.:i.Sfll 1{ Z I ICY T H I I— r.rr.... • - �1IIIIIIi'� EN�INEERINC. P.C. [TOP View] [Top View] [fop Views ,;.L.e.::. .:.... :.: ------ -- ---- crop View] CY 15(380) I 14.88 380) 15-88(403.5) ELITE TOR'E•RS 15.88(403) • 1 :.IUDlluul{IIIIpiIIC. -.- --- _--. �yillllllllulllllllllpl" I. o Illll(11441nllllllllllp o N fill1111111141 1 i F1RF '•'InJ114JIJUIIJIIInU': o1JIIglIIIgIJlnJ111111• = 14.96" 8.6" SOUTHOLD �� °' Ig11111111n11111111111p� IIIIIIIIg1lMil11111111111 0 �EQ� _ 1. — -- -< j— —41'qj j i s!:!i 111114 a `M S Elij� j P ! 7' I [Front View] (Front Viervermn ] 4.a [Front View] [Front View] , ol. -----____ 1 — p� ,a ® I � fr IN, PROTECT YWR ELF t_ O 0 C3 ."� � } •L7[1 �' •�� L ; a� f� ri7il WEIGHT=5952LB M (( SIA AM SUNG RT-8808-77A cB1%ire°"a, REMOTE RADIO HEAD FOR STATE B DIRECT PHONE NUMBERS [Bottom View] [Bottom Yew] , WvT.r:wWWcauen caM _ [Bottom View] [Bottom View] NOT TO SCALE I scA�E: w+.n*�e.: AS SHOWN WAS JKM 8 05/IBR3 REV—PERCOMMENTS JCM JWS SAMSUNG-B5/B13 RRH-BR04C RFVOIU-D2A SAMSUNG-B2/B66A RRH-BR049 RFVOlU-D1A 7 05/05M REASEOPERCOMMENR JRF JWS 6 0//I3/23 REVISED PER COMMENTS JRF JWS WEIGHT=26.5 LBS WEIGHT=94 LBS HEIGHT: 15.49" HEIGHT: 15.49" NOTES: ANTENNA FACEAREA=2.SB SQ.FT. ANTENNA FACE ARFA=4.45 SQ.FT. 5 01/03R3 cuENTCOMMENrz JCM JWS JMA WIRELESS-MX0SRT265 NOTES: JMA WIRELESS-MX06FIT465 WIDTH: 15.88" WIDTH: 15.88" I. RRH MODELS SUBJECT TO CHANGE 4 12/I4/22.CLIEMCOMMENIS WPK WPK I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 1 1.93" BASED UPON AVAILABILITY AT 3 06/0Il12 CLEINTCOMMENTS WPK JWS BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. 2 5/I0/22 CUEWCOMMENTn JcM Jw5 TIME OF CONSTRUCTION - WEIGHT: 70.3 LBS(W/O SOLAR SHIELD&FINGER GUARD) WEIGHT: 84.4 LBS(W10 SOLAR SHIELD&FINGER GUARD) I 0//05RI CUwrcoMMENrS JCM JWS 1 ANTENNA DETAILS "°N° °R"P"'DN•'P N.T.S. D I2R3aI `DPERCOMMENTS JcM Jws oN FEEn N.T.S. 2 RRH DETAILS �. REV DATE DESCRIPTION RY NOTES: --- ---- POST CAP(TYP) 19_OF NEW y I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS RECOMMENDATIONS AND VERIZON STANDARDS. HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. > Z I I GRIP-STRUT , Q O 2'-0"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. ePR°FES U `a: 3.35" 8.98" m WAVEGUIDE J o ERk�►iI K McKEON o w Z CROWN EACH rn NEW YORK LICENSED PROFESSIONAL —= FOOTING 2"AF.G. ENGINEER-LICENSE NUMBER 09""' a — Z FINISHED GRADE O O IT IS A VIOLATION OF LAW FOR ANY PERSON, S° o°oo °o�°p ^ UNLESS THEY ARE ACTING UNDER THE DIRECTION 8c OF THE TNEER. O A LICENSED PROFESSIONAL 0 p0 I O 000� LIL'L(J ENGNEER.TO ALTER h115 DOCUMENT. %Do oD o O.000 _— to z ,,,_I„ I,I_II ° SITE INFORMATION: , I=1I 1= III-Nd�COMPACTED ° SITE NO:ALBERTSON MARINE -IIIIIIIII III_ SUBGRADE t �) a (�✓ ..— f I> ® ° 61405 MAIN ROAD rF:zl - CONCRETE FOOTING(4,000 PSI) SOUTHOLD,NY 11971 SUFFOLK COUNTY q NOTES: G SITE TYPE: I 11 I. CABLE BRIDGE SHALL BE SITEPROI GRIP STRUT TRANSMISSION LINE Zia I 202 } BRIDGE KIT(PART NO.I B24D-216T3)OR APPROVED EQUAL 150'-0"CONCEALMENT POLE A U G 3 1 q 1 L 0 L3 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW merRlc"romn,AnenTTTE BNcwEERmc P.c.u.cnuI 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLEac"rs ResERveD I TH^ORANtNG AND ALL THE INFOR"ATON CGNTAINO HERDN IS BRIDGE COMPONENTS. TRIPLEXER uTHa+U sE ONLY Y THE PARTY FOR WOM TM 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, — IUD WI�TRACTED DR TO—IT Is cccnnE° S oRIBUTE MR EU BE COPIDI.RmyO.HER P s 8 STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BE DISTRIBUTED M RDIO UP°N OR ANY OTHER Puko°5E MANUFACTURER: RFS "THauT THE E%PPgSEEPWG FP�coENr°F AnuuTH N -------- PROVIDED BY THE CONTRACTOR AS REQUIRED. NOTES: POWER SUPPLY: FD9R6004/IC-3L 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM sHEEr nnE: BENDING RADIUS OF THE COAXIAL CABLE. DIMENSIONS: 4.65"Hx8.98"Wx3.35"D a 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT I. TRIPLEXER MODELS SUBJECT TO EQUII'MENT DETAIIS-1 zMANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS o AT TIME OF CONSTRUCTION. SNEET NUMBER: 3 NOT USED N.T.S. 5 TRIPLEXER DETAIL N.T.S. Z-14 1 4 CABLE BRIDGE DETAIL GFEET) °""CNFEBn — — --- -- — I a NOTES: N LIFTER EARS 37,7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. N 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34.1" 23.8 ' 32.0" 37.8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY NIl 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME I GPS ANTENNA I O @ @ 000 (PROVIDED BY VERIZON WIRELESS AZ INSTALLED BY CONTRACTOR) E I ' NGIN EERlfVG P.C. I ' � O 0 PROPOSED RRH'S CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) S l�• '-T') � I I/2"O.D.x 3'-O"MAX GALV.(Typ) v STEEL MOUNTING PIPE ELITL,TO�VLRS LP o PROPOSED o O PROVIDE APPLICABLE O c CABLE ENTRY HANDRAIL POST 14 PIPE TO PIPE CLAMP n � I �@ 1/2"0 GALV.U-BOLT �;•� I F�RF REVERSIBLE (TYP OF 6) COAX GROUND KIT O j SOUTHOLD CABLE BRIDGE POST/PIPE MAST MOUNTING CABLECOAX KITSO �•® O O O ANTENNA MANUFACTURER) BY TUR R) OO OO O PROPOSED END CAP O NISTRUT 0OO 6 AWG GROUND WIRE TO --------- --.--- 4— & o-p_; 'c D ON POST °oo \ O0 �LL R OO UGO 31.7" 45.5" 34.6" O00 ■ `I venzon� , PROP)(CUT TO O O 0 UNISTRUT B NOTES: --_- ---- - --- --ESOF1 AC) ESOF024-ECx01 CABINET LENGTH IN FIELD POW R EQUIP ENT P,O O O I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND — O PROTECT YWREEIF 0�0� HEIGHT: 72.0" HEIGHT: 72.0" O O O CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE SURFACE AREA OF M ' O O O WIDTH: 31.7" WIDTH: 32.0" A HEMISPHERE AROUND THE GPS ANTENNA. 0 00 I rbelow. Ba I Call er�.,a da DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS j FOR STATE MT�Ss IT.wWm caueN.coM DIRECT PHONE NUMBERS I FROM A MINIMUM OF(4)SATELLITES. VERIFY WITH HANDHELD GPS BEFORE 578 LBS(RECTIFIERS& APPROX.690 LBS(RECTIFIERS -- EIGHT: EIGHT: FINAL LOCATION OF GPS ANTENNA I scAu: DRAVm Br. MC[KER Br. EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) AS SHOWN WAS JKM j B K12/14/22 REVISEDPERCOMMENTS JCM JWS 7 REVISED PER COMMENTS JRF JWS 6 REVISED PER COMMENTS JRF JWS 1 EQUIPMENT CABINET DETAIL °"^P"`°R°A P N.T.S. 2 RRH MOUNTING DETAIL °"P"`DBCA E N.T.S. 3 GPS ANTENNA ° JW °I ,' � ,� IW FETiD N.T.S.N,T.S" $ CDENT COMMENTS CM $ 4 CUENTCOMM— WPK WPK NOTES: 3 CEENTCOMMENTS WPK Jws 2 CLIENT COMMENTS JCM Jw$ I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 1 0410521 cuENTCDMMPT4Ts JcM JwS RECOMMENDATIONS AND VERIZON STANDARDS. 0 122T21 REVISEDPERCOMMENTE JCM JWS `TVGEBON METmcoausnaARswsrwar III tnrrEv NorE - REV DATE DESCRIPTION DRAwN Ecr:Eo AI PIPes�rw+cE.as.nmw 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. Rr BY uAxrEmaEuamssnwa-caEOEcrr�PARTrsawenoassa_ PROPOSED UNISTRUT SOP tea, nR PIPES OWN FORREFIft NCE END CAP DI (04s-0s0•) D 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. tBOF New,O 6.5" 5_c3t• 2 i T HIDDEN IN DETAILA PROPOSED I/2"HILT]HIT-HY 1 i oP °�OR�V 70 ANCHOR W/3.5"MIN. O O G EMBEDMENT �- (TYP) ER K McKEON uu I C 5 C EN VEER KLICENSE NNLIMBER:095377441 PROPOSED ELECTRICAL PANEL is23FT-Las o m —� (MOUNT PER MANUFACTURERS• ANTENNA SHOWN FOR ^ ^ RECOMMENDATIONS) 1 vj IT IS A KOLA RE OF LAW FOR ANY PERSON. REFERENCE UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL- I ENGINEER,TO ALTER THIS DOCUMENT. SITE INFORMATION: SITE NO:ALBERTSON MARINE j 61405 MAIN ROAD SOUTHOLD,NY 11971 SUFFOLK COUNTY I SIDE VIEW FRONT VIEW 1 SITE TYPE:COMMSCOPE,INC.OFNORTH CAROLINA 150'-O"CONCEALMEN T POLE; r Mrc37319 _ DIPLEXER{/i ..RrRo � oesemmoN on. weeN auvA,a Am�,w,meemrs j ----------- -------- L 3I n t'`J Pam- ANIM.02 { I COPYNGHEONU.AZDRIIIi ENG°IEER°1GP.C.LLC ALL 1 1In/ E! PROPOSED TELCO BOX m w MANUFACTURER: RFS UG 3 ' JL A IGew�Z a2.i.,,C GAty epTR, 4(tl M4 @.1 A RIGHTBRE:SERVED (MOUNT PER MANUFACTURERS kt 4 "NON STDALMUIH ANTENWIMOUNf THA�DRAMnNG NI"a-L 1HE INPORW1110N CONTNNED HERDH Is 9 l ]IS GNY RAI MAMA �- iHORITED FOR USE ONLY RY THE PARTY fOR NHOl1 THE RECOMMENDATIONS) {'{{{F POWER SUPPLY FD9R6004/IC-3L wo wes E"NTYAMAY NOT OR To rmoM IT is D-DSo THis RR&LIED OR RELIED UPON ANNYE0.1XWE`N°�OSE tl w e DIMENSIONS: 5.8"Hx6.5""Wx1.5"D w.a�T+wr 1:6 MTC37319 osm� T THE EXPRESB--NECONSTNT of A�NUTH I J -Ci PRO�OSED PI OODT _ -_ ©mi.�,�aP�.� C °"� _ WEIGHT: 2.6 LBS E"`I"EERw .,ua — S1; 1dTOi;Tii NOTES: - — --- UNhSTRUT(TYP)(CUT TO a 3___ _ -- R"N 2 _ _ _ _M I � _ 'sHEEr nnE: � E)ONid O1 TTI1SlS'S LENGTH IN FIELD I. DIPLEXER MODELS SUBJECT TO EQUEPMETT('DET'AIIS-2 .._.__.__ate-.��o.._ ..-.-.{..._...__._... CHANGE BASED UPON AVAILABILITY z O AT TIME OF CONSTRUCTION. -- -- --- - - ---- --- I SHEET NUMBER: W GRAPHIC RCAIE GRAI'FEET,AL? GRA.FEET)AIE Z-15 4 ELECTRIC/TELCO RACK DETAIL RN E O N.T.S. 5 ANTENNA MOUNT DETAIL R REEf N.T.S. 6 DIPLEXER DETAIL w N.T.S. a ri w _-----5_gle section Multiple Arrays ___—____-- _. - ____--__=D"°•"i''°i4n1—_ —_--___ fPPiaxw'.m� eAmwoa f "� v"xssa L ADYs A.usr ..a Emms,..ITER� .Dasa ore,.&xw soy„mreom s3anz0vw e:aa vm.mx�NxYmnm.nu..,lwro........aman.">a..,.oam.en m>n r.a.,r�.,.-,".,. -r nw m�mv.m,>Fxz(w�l _ rn - :i.l la? rvxaDsr 3.3ne4 em,u.:mlwy=ys m<w RDDatovw /(( sn-saec wnl rr:•wx.N+Danv P�yQ°�a'�'wimonmsnLs .4 4s:o-avaD:zn>x:�I y. I "J .." .- plroUe4o � 1�� alrhetl,l•18sal s+rrzslilvr3 T 'r1 x,Vi•+ --— enPu[el eemMekMs_ _ _--40�OG3O"U __.__—_ S1l Ss'aoe vim^•.• V•,m.a�.nrnWe.sv:ea,m,A..1 , Il ■EMwDs7 is .Ensrnsst \\KK// ,1¢�RY EASD:OGi 2a svnNa SSL-fL9W¢ r3avtx Hat.-ssn u orbersrssbn - -_ --- -_. "_-_- ___—_--- _____. __—___.__— AYhxtlmu",tt p.,mrressaysranc,4Di9 rt,SfA_LVOY bxv"tlea4 risen, 1M a aAxssm[5 ERam RGa4xi rw U+."n Dm.vte anima J,r�uanc+•<�n ` 1 a I ttd oat0zom I ¢asaea olm4m"an sa Rmreaw 4aaszovw � _ _ _ Go.xlem_�,O1fdYoi1oP''""r'RO96 _ _-_ _ " Nm.xcnca,a mmYu"xuwammssrnu..4mmr EN OIN EEFIINO P.C. i J a >,Pr�,<,-.,Kw �rr,oRmmE•:r_ w�.�,m..�,�—-- > Dual section eomhinadon Dipole Arrayso ,.<„�mm,m a:,m.acmnue eI mYs_am m"-,a ums.n m.ltam-„we;ee:.x>m�ur7 � -� �;r.,n5. — DY�De�,.-------=�--- _` i _• ��,�.•.•.,x.,r� �,>m�N�rr,D,,,�¢,-,:.,�, << ''� �'--°- NaT L'amnTnu6A'mm IIaD"a EGY.•1 vL"mno x" 96:vn Ts Om,es --_ �_ —'I ' r�`MllnmriteBVNAx,4EuaNNseya.J3leSrmaga.a a],nuNonme.:lui.we."A N>-tvn sers+iNtul.Ib(eeSWKMrybN n BMwOSTI 3xace0 onwsmm soparRle teens 9Do430Mw / '•I' sT1[u rM ----.— xWYe,a"ar2manm sdw�mryy O" aana¢a¢"J¢A:.LgfSeae6ia.-Irgkssn I RE DAeoan l,sme"mb slo-+xuw I// I• 14�.asnr:.�r.- ---- �._,1M�N..d 0--- --- — .;s ,�n..r„•,,,.,e,,..aa,rJ ELITGTO\VLRSLF'N.a.y. •� DIm+�I \'.Fc�Csa Ca,mna,. v.:F[ram Ue �' eA+oao sx Y,an v4Pvme mac t xavum+la4w rua,.7a•.araasnx naanrc,�l..n �.'mzsso4+4,re•,m w.ovw-TEncx taw 1-0r uamisDe¢ n,nD,m� n 4 eAyc>L z.xeoe,.saaa oaaY aoo-szcuw �\ �� r T.".4rrmn x.am,�•mma�a,.�..xe'r.ml.n:\-,..r�..�m..,a..a =w�un':+, ---------- - -------v E44woa .saea wwm-,m\wn Gowam lmm �I' T x — Emsn Terail:,c.sumr"c,rem.. .a�eounmv amresnox�c rcar�ae.,er.wcuacv.-arm.az.,.ns+mnc '�`Y 'uD..c,.,.-�m.waaan-esD`"...!wrs\w��,:.c m.rm..w.l IREw` - - EA®aR xaaeamw=s .mszcMw a c.,om„"a l ...vm,(xw Dw:am,ewaP+am nxaw�se ronmwx.NPs wen,xm.,:rnen ' • c omen semo,m aavGE mma2lmuD"JSN ( - .PDsauw sNaT nxnr�A s:+<RSEmmYmm ucv[ErG�.soLe¢s;a:e+2r.a usro(mm,araGm I y + ;'SOUTHOLDx' ..tt FE OAa , axs®4,:Barn msv a 'Kf IAx Sinn abDm co bier La:— myv4tlSof-rl-U"IA NOsnL9e tO LSM1'M.CIyM Crx%m Of u{per seem �~bs•,:.sa.Iaww-rr�cr`�mvl bar4."rcy — -"-----'�•��"v a2�,:�:�;:�:��.vAao ---- j '� p.E :� ER j. l.c SN4a ymruPpa m]m irom ear rangDdssvdad UHF ARDY; ," x,>;mm.s.•+m Yfial Adenng atluW sac'brlcm,bnellpl art'ry 1'eU wn reedb atlGr as fdWws' aIIb2l••rvwa Fn r..rm bi Sx•Pszm-s ---_------- • 3-' •.'. I.SP—Y Yoe IDxe,Setllm Dom de E4 ebie ap BAHW7L PLUS Ia[a ORU LNRYA10. Dew,lmRr sv"Neu�marA Nsz z spvcur va4 dsy'e DI>Da secuDn torn aa,wge or s'wloard uHFwsarx �,.'�•-.'�'.}, � xm-.,,mc:mn-aaurw.�za ,pav:narrnwlae m,RT tma:�nmmns,rao P�,mmm*!w�.=.w�auvwxa,re redwaz I; --- `�cyrs. ws m.`Yr�mSaa.cR-a kY ru1dl��tivMl walmsea.>ItDI CYlean lass VSiSva0aa1�3ErW m Lxpllmm I Combination Collinear and Dipole Arrays "-"Qr' =Gsn Nuunuxoaamnyaarmgerea,xrrazxa ew.0 mn.eyhrea m,tq,I¢mYtbnuN areavmaoe 1xOse r o—eim DNs w �auNmynSar�Nem4E baem4w verizon" raffixr4ann.sclms s.Daea oaw .msxcuw I m�ewoer I . � e�%BDBT PSY-Be f�eaBEmn�emlma 4DOS�ID4w 2s1M5SSCAnOx la'piaaUAriKrrEaiglG�(flbrNPa,xr I PDula.Dorm wR H rt ��tR„� I DuseT I lx see4 eawco Ni EM4a067 3a5aW eoipoealsvrM seporam teem x065ANw 1RmLTW3P.a1 $mmm.s6+rr.e.EFE�.¢ _____�__-_----ROTECT TWRSELF II EYaDb"1 ___9aaE e14Rrel _._ _.___-_,a0a52CNw____ mf1,F SLLTn YMbx,4mffias I i i� OIeM S"eaom w r+G#SEn+#rem\aK OxEam.sT sass em.v s"N sew wecw 1 t.cwelmemb-�m.�wn r:below. _ � oxaosT 3. 1.eaea�re lneas eaaszcuw w kx"u�wrm,mrH,�erar, w..awmEm,.w.m..eswls> i Call eema yea eat �:�•ml,..�w.""x.:`":;i` I` h ebe tan sea ac.nn cot am¢ss.mry nv vvwo awN oe o� a,rs aanm ou evm mm�C tar exnflTnowm ravwvm I FOR STATE SPEOFlC DIRECT PHONE NUMBERS 1 GffifrncixePNq VISIT:YmYl CALLBII.COM .• 1 i° CDIa Dg aNHFJ.COLIS NMFTvCOL1T ryHF)tal!N4are Soculyyw u—Seccul tram t wmkr,e Uo,Pd-'Y.v7IC-Drsa.xrgm Cyp _— ___—/ t$ NfltARKYGPLY:n bl,r-lake,omxrt+pmrnaEetl"q.YmWfebnmkNnsAi,tlnilm¢msmafVflbaxveYom,le SC DRaVM eT CHED(ED BT. vmen vaa,rcemmtrw,m cw,xer newts ma•rw ua rexlo saga vrooaas me,.mlR.ofm,�xTxs>,�cea.wm.."rouTm.. 1. lro ev ehom ' r9 De7 PLUS AS SHOWN WAS JKM 2 SpO ty Ywu COLe Onm•m ICOL15,COL17mCOIa eg'COL (I .M ,m losoe.Vt uoomy) — — E / 8 0$/18723 REVISED PER COMMENTS[W:P JWS U 7 OS/05773 REVISED PER COMMENTS JWS 6 09/13D3 REVISED PE0.COMMENR fW$ 5 OIA737L3 cuas4T COMMENrs JWS 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 4 12/14/22 CILBENTCCMMENTS WPK 3 06101/22 CLEWTCOMMENrs JWS 2 5110122 CUENTc—M NTS JWS1 tIO1121 cuwt C—KNrs JWS j General Inside Clearance-Loss Rails o 17n3a1 REVISED PFa COMMENI3 JcM Jws -- Weight Height _-_ •205LIs assemhlPA -eight `� DATE DESCRIPTION 275 Lbs.shipping weight Width Doors 23.6251, 2,severed by fine point lacking system DepthLks tE OF NRyy g•�'".4►Y K MGY . .Sealedvia custamersupplied pa g s -Sea Uaea king 1pllh cations ) 2 Sealed with 875"ellmdwm fined gaskets _gseahle depth MatcZ .125"Nunilexe Ratings i -Finish:Palmed cream NEMA Class Types available .� RFrimpertmilon-ferrous NEMA3R(VoB",NEMA4 eF o t• Vents (csssd laop-afc),REMA 4X �A -30 bottom leavers per dour Paint Tested 0955 %//.- 14toplDuvers-Intopcs,". -100011"—nsproy(tesbean % F 11NfvL/t undB,Alumishield® 1000 Hour immersion 14ered at ter pads In tap door Dour Opening Clearance yER K MCKEON •14 Ouetl titter pans In top corer Handles Height NEW YORK LICENSED PROFESSIONAL -Znc,pamvcking 74" ENGINEER-LICENSE NUMBER:095374-1 Rocking SpeciOraftoas Width ------ --- 19.5" Ron. U 11 IS A Vi0LAT1011 OF LAW FOR ANY PERSON, -Two sets l9"Rag standard Exterior Cabinet Dimensions UNLESS THEY ARE ACTING UNDER THE DIRECTION (for additional falls see accessories) Main Body OF THE RESPONSIBLE LICENSED PROFESSIONAL AIDdine Coated •Height:78.23" l ENGINEER,TO ALTER THIS DOCUMENT. Holes tapped for 1D-32 threads .Width:255, --- Each rWlsupportedbyttueeR-STRUTSTM -Oepth:34" SITE INFORMATION: ..125"Notarial(N......) Alt mishfoldO Spaamg .Hang down height 1.71" SITE NO:ALBERTSON MARINE •19"a 23'Racking avallable WIdm:28.46' Useable Height •Usable racking height has been revised Handles } r---\, I n T=.- c to only fit in the opening of the doorJam Protrude 22" cla r=- -----•— 61405 MAIN ROAD which is cabinet height minus 425" Total Spa-Occupied J+ ._..''-' �_,�---a [: r: r }'` 4; a t� `' r SnUTHOLD NY 11971 hlmdmum:74.25" Helght:78.B55" s -- -_ `-'---`=-m`'; tin t�SIJFFOLK COUNTY Number of race units per rail set 42 Ndth:28.46" , f 1t Total number RUS:Up to 84' Depth:3735" 1 Useable Depth f.7axlm - 7( �lr� SITE TYPE: I um:3g.5"Rllnimum:28.75" ` A U G 3 9 O"' ,150 " SITE POLE CO HTO]DU,AL1rVIH FNGQNEERniG P.C.LLCAIJ. Tor 74.75--7B23' 325' _-3nST`__ -`--_�-v„y „"_e�� tNls D N.aA ALL THE Nroa--CDNraxUU HEREIN Is I v 74.ST-Td.TS .1a' P95a' }. I�� {%'j cif rl iiC_ Z 5 FOR USE OMIT a ME PARTY FOR IFIED ME M carrRacrEo OR To»r+ou IT IS CERTIFIED THIS 45.00'-74 ST 2957' 3050- BFUUVNG LUY NOT BE COPIED.FEVSED.DISCLOSED. W — _F ��'+.'•Ci i!�;; o,' usuk URT M REUED UPONOTHER PURPOSE w Cer�tar 1 7J W'-450"' 1200' --"�-- Yn_TOUT ME ExPRE55 NR`TIEN CONSENT OF A9MUM 0 2R ST —3050'—__ ENGINEERW I.C. 343--=W Z 'Front and Rear sets Of rails allow some 32-3 4T w 29.50- SHEET PRE: ' equlpmentto mck both mrections providing Eurmm 00a'-3]S 32s Soso' < up to 84 RU FIItE DIS'TRICI EQUII3MENT-1 z '^ SHEET NUMBER: 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Z-16 o_ 12 0 ITEM PART NO. DESCRIPTION OTY. WEIGHT NOTES: r, 1 MTC79020808.01 8'CENTER CHANNEL 4 1 86.28 LBS 1 1.0 ALL METRIC DIMENSIONS ARE N BRACKETS. oo 2 MTC79021010.01 1 O'SIDE CHANNEL 2 113.57 LBS B 1 � 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS 4 MTC79020810.01 24"X 120"BAR GRATING 4 142.72 LBS _ 5 GB-05205 V8"X 2'GALV BOLT KIT 32 0-07 LBS 6 5 6 GWF-05 5/8"GALV FLAT WASHER 64 0.01 LBS O �✓ �AZIMLJTHJ, 7 GCM03 GRATING CLIP 32 CJ-- �' ENGINEERINO P.C. 10'-0"[3048] DETAIL A 3 \�°r� / `./i -- A o AIL" J' ® ALL CORNERS i ELITE�TO�VERS LP w scuE r4 J 4 1 SCALE, 2 .T 11 F1RF SOUTHOLD 10 8'-O"[2438.40] i� p 3 Pli COva. NN 2 sDUE c3 `✓Y ver;zon REM PART NO. DESCRIPTION CITY. WEIGHT NOTE NO. I GB-03105 3/e'X GALV BOLT KIT 14 OAS LBS 2 GB-03205 3/8'%T 2'GALV BOLT KIT 28 008 L85 1 3 GB-052G5 51T X T GALV BOLT KIT 28 0.26 LBS 11 I 4 GWF-03 3/8'GALV FLAT WASHER 14 0,01 LBS �.. 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS ! - ------- -- ------ ---- - � 6 MTC3979HR POST.,HORIZONTAL IL ld 16.6 LBS 14 it PRDTEGr y0UR5ELF 7 MTC3979HR71 HANDRAIL.HORIZONTAL 4 16.601B5 � 8 MTC3979HRI2 HANDRAIL HORIZONTAL 2 21.I1 LBS .9 MTC3979HR13 HANDRAIL HORIZONTAL 2 6.51 LBS µ "�:r.N 10 MTC3979HRI4 HANDRAIL HORIZONTAL 2 5.44 LBS nbe10W. PR".a 11 MIC3979HR15 PLATE.HANDRAIL TOEBOARD 2 16.52 LBS CBIl bebre yw d; 9.0[228.6] A 12 MTC3979HR16 PLATE.HANDRAILTOEBOARD I 20.831eS FOR STATE SPEOFlC DIRECT PHONE NUMBERS 13 MTC3979HRI7 PLATE.HANDRAIL TOEBOARD I 6.45 LB5 VISIT:WWW.c"LLett.coM 14 MTC3979HRIS PLATE,HANDRAILTOEBOARO ----------------- 15 MTC3979HR19 ANGLE BRKT.HANDRAIL 12 0.32 LB.S SCAIE 16 IS1220 12-24XTSELFDRILLINGSCREW 16 0.03LBS AS SHOWN I.A.WAS aE JKM 17 TS1275 TEK SCREW"12 X 3M.WITH NEOPRENE WASHER 48 OA2lBS 8 05/1823 REVISED PER COMMFNIS JCM JWS 7 05/05/23 REVISED PER CoMM JRF JWS 6 04/1323 REVISED PER COMMENTS JRF JWS 5 01/03/23 CUENTconMENrs JCM JWS 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-PO810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) 4 12114/22 CNENT NT: WPK WPK NOTE: 3 06/01/22 CLEINT COMMENTS WPK JWS 2 5f1022 cUENTco ENrs JCM JWS FINAL DESIGN OF PIERS TO BE CONFIRMED I D4/0521 CNENTCCt1MEWS JCM I JWS 0 IS ITEM NO. PART NUMBER DESCRIPTION qTY FORMTC4045HF65 QTY FOR N1TC4045HF55 ONCE ELITE HAS PERFORMED A 12/23121 REVISEDPERCOMMEN JCM JWSGEOTECHNICAL BORING AND PROVIDED DRAWN HECXFD 1 GB-05345 618'X 3.11T GALV BOLT KIT 8 AREPORT. F REV DATE DESCRIPTION sr Br- w 2 GUB-4355 1/2'X 3-5/8"X S'GALV U-BOLT 10 10 F SE OF NEW 3 GWF-05 5/8"GALV FLAT WASHER,1.70D 8 8 7 ytRM' KAf 4 MT50460 SQ.SUPPORT RAIL,1-5/8'X 60'LONG 5 5 PROPOSED PREFABRICATED d LL NOTES:0GENERL 5 MTG4045-01 WELDMENT,6'PIPE 2 2EA MTG4045-02 EQUIPMENT PLATFORM O _ y 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS SEE DETAIL i E 1SIGN N PATENS,SEE NNhY.CS-0AT COM 6 MTC4045-12 BASE PLATE,3"PIPE 2 2 PROPOSED ( ) O 3.0 MAIN UFACTURINGfSPECIAL NOTES BASE PLATE H- 0853 K sss 400TE FACIURINGlSP(:CW-RC-0UIREMENTB 7 PGD34 PIPE CAP 3-12' 2 2 ~O jDq N1,Vti" 5.0 PACKAGING 8 PTCR01 END CAP 10 10 - - O - E0.0:1E34; - -; 7 - - ~ �jERENM' K McKEON _ PROPOSED NEW YORK LICENSED PROFESSIONAL Sa D;t270 - "3518RI 4 HSS4X4X3/8 COLUMN ENGINEER-LICENSE NUMBER 095374-1 PROPOSED UTILITY H-FRAME (SEE DETAIL 3) It IT IS A VIOLATION OF LAW FOR ANY PERSON, 5 UNLESS THEY ARE ACTING UNDER THE DIRECTIDN THE ------"o-oo��000�o"000 -r PROPOSED OF ENGINEER,TOBLE ALTERETHS DOCUMENT.PROFESSIONAL 10"x10"x3/9" I-I/z" Ira" - - ------ ----- TY L P BASE PLATE TYP I SITE INFORMATION: veeeso°0000eeeee"eeeee " GRADE LEVEL SITE NO:ALBERTSON MARINE e HSSO GRADE LEVEL 4X4X3/I 9 POSED4 PROPOSED 5/8"A615 61405 MAIN ROAD 000vevoeve ANCHOR BOLT COLUMN ,,\ \ ��✓ //\�i� \ SOUTI'IOLDINY11971 FOR 9 EMBEDED 1'-6"IN PIER PROPOSED (TYP-) I o"x I o"x3/B" SUFFOLK COUNTY _ [ j Pi J� a R7 --�-l PROPOSED PLAIN CONCRETE PIER BASE PLATE o o A' t evo oeve"veaoo A j i�Fp L� I (4,000 PSI CONCRETE) 4a PROPOSED PLAIN CONCRETE PIER SITE TYRE 6 3 1 (4,0 0 PSI CONCRETE) 150'-0"CONCEALMENT POLE ! PROPOSED 0 `v �o o' .,o.+o.,o.. oee 'a COPYNGHT0207J,ALlIVIIiENGINEERNG P.C.,LLCAUG ALL(I 1 IL� �,-' 10"XIO"X3/8"PLATE RIGHTS RESERVED NATIO T9N°RXRWAPRA.RO ANDCONIRA TETI OR TOWNOYIIiCISNCERNEDD�ERM S'S UIHORIIEO MAY CTENOT BE COPIED,OM IT IS DISCLOSED.Onw.RIE OI TRIBUTFO DH REIJEO UPON FOP ANY OINDt PURv°5E 1 > 1 3 80[2t,- l° THWT THE EXPRESS V,RITIEN CONSENT OF"DWTH EN.NEERWG P.G,U.C. o Southold Town ----------------__--- ' I z Board Ui Ti St2P,S [ SHEET TITLE: FIItE DISTRICT EQUIPMENT-2 o r SHEET NUMBER: -17 ED 3 UTILITY H-FRAME DETAIL(COMMSCOPE PART#MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY H-FRAME CONCRETE PIER DETAIL Z a n o NOTES TO USERS LONG LEGEND p b br uae m admi lenrg to Natnwl FIPm In>uranm Program Y !BLAND ZONE YE r•Y cea mf rrac sawe�idaraOynaY rTz>IEno-n noodrg papcubdy Imn uulNN, SPECIAL NOW 4KAZAACCHA NEAS BIIBELT TO MUPOAtI01. 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Cmba ne FBSA Map S•rHro C•rM r 1-0OaJ589a161d ularMm on SSB000� ONE.AE • Ns . .my m.o„rcr o . -aavmppeaRrmme+ OF NE walAN 'I.—A—wGe 1M1a FIRM Awibde predga m•y MIW SE Y Dr AY.—1-daen o'MA,Clrage.A FI,-I Ina—Suds repot.odor ZONE_ 1b, qFs a 1-000-SY-9 0 arm rta rsCva m Nsp'mu Iwnapwry rm b rsclW ,yn r.rA He Nrlww teat l•we awaaok Ana I G00®!Ma ' 'IF e yw rove 9rs tm•kouttea^bp or 9 ima.Taming tro Ne Al Floyd + r mANrarp Pmyram m¢nerd dery cos 111.FEMA MAP 111 1336 1a m MInFEAIA-a•amlrm",.ar.'.nanw'np•^nF=^'n LOCATION OF PROPOSED WORK I""eSCALE V W NA F COASTAL BARRIER RESOURCES E o"EYE a Ma, oy°f"S3 ssi SYSTEM(CBRS)LEGEND z'N s �•AE F� %. MM .A— ZONE zf. PAS o'NH jEREMY K McKEON F-DONSURANOENOTAYW LEFORSTRuNAEsNEW, sUBs1ANT—y WROvEDONORAFTER—Oftftt Iwo.Noe- C NEWYORK LICENSED PROFESSIONAL F—ArE f e r ENGINEER-LICENSE NUMBER:D95374. l 11161wODBRa As• : - 1— < 'R�FLOOD INSURANCE RATE MAP s-000—RAN(E NOT AVNLABtE FOR STRUCTURES NEWLY—OR x � D IT IS A VIOLATION OF LAW FOR ANY PERSON, I1wF9 TANTIN.v IIRgp.EDON OR AFTE R NOVE119EA 111 Iew.IN ON, A ONATFO ITIRS ARFAS ONE vvaw '•" STALL JURISDICTIONS) UNLESS THEY ARE ACTING UNDER THE DIRECTI�.:'. far L JURISK COUNTY.NEW PORK OF THE RESPONSIBLE LICENSED DOCUMENT PROFESSIONAL Az eq'1.A T• TO ( ENONEER,TO ALTER THIS DOCUMENT. 11.114W ONh N I•Pnbaad Arw(Oft) Sh trr is an ° "� E 'CONTAINS. ��----'' *�o'a'^�'ID`'^rrt.�elt FOP STRtXTDREa NEwLreDaTDR j` bo Dv ° SITE INFORMATION: +1- wEFwarl oon pR AFTER wv£YBER Ia Iw1w iCOMMUNITY NUMBER DFa ATr,DP,"�ra�N TMF LM - SITE NO:ALBERTSON MARINE w 1s11nsmFes lEaae x zDNE SHELTER ISLAND, 360809 P[I(L W.WRANfF NOT AVNInPIf F:W FTRU:IUREH NEWIr BUY TOR TOWN OF '4 SOUTHOLD.TOWN OF 360813 61405 MAIN ROAD F11r1wDrwb«Yr.waaaeaAlr _I,s t` SOVTHOLD,NY11971 y�I�TaN"(t 4NLr' iaR�DI.EONUw u'T�ER uCFURtsls.war BulTlm @HE VE \ . t n z E e flN IXi W TE�PjepVE1ER t5 1w31N e� p�Tye V ■T�aT•2•�� \Il{{L�jE11 OONN •Y ONE E uf�� JV['1'OLI�COV1N11 eU G DEHIGNPIEDOMstNMNIRE CBRS �J _ - . c.rw aroma zwaw.en m.x»ET IXMea Aw. ' r� PANEL 1590FION . wS OE NOT AVAIIA E FOR tcTURES NEWLY MAJOR ^JJ11 u SUBSTA]ITIALLYIaEwa.E:DN CNi AFTER g1ARr H.Iw]IN MAP SUFF`XR.FNw u• SITE E: F COO � D=_acnATCDtARSAPE7. •r1 150'•0"CONCEALAL MENT POLE y BOu11G/ba a Ora Jmn H.0.-.Caab•I BMrbr R.—arbm }o<:, (CB1BItlwAnon tnb FlRY Here lnmbredlmmrn pekblCBF6 tF n� Win rramrrzuw enoi.0,. _ •m•p pA Nb.,.dad an aaprclan en rnn FlFBl br b -` idworna,wl ndadelceRs doper are en,we E � mrractrro mn.Azlknrm ENcwEBRBRC P.c.,IJ.Lni Pa wsb 6r It mom—rrd� MI5TMAAb Arm AI1w 11-xrD"E"ERN ETDII CMTNNEO NER1ITAI .. Lwr �blb. MAP NUMBER ey m.us.F.n.red wad a so m I wsl.m.Dada 5? J•T, 36103C0159H Au QED FOR usE wEr Br TnE PARTY FDR MIaM n... CBRS maps usen b drwmme wise a IaaW rnm n N .. me LBRS an areradA brnownlptl IAR_(rL..(y�,eav-For an Ar�,� _ - -xtiE rx n'a C Agae pAS<aMAY 1wACTCD dt TO T5 CfP1mE0 T oH4b nwermirNtbnolwMlrorw •Hoc dwitnb In •18�E 1pw-E ..PINS PANEL 01aT1NIBUlE➢OR RELIED P�raRRA0�1HfR PURP05[ CBRS._mY wstbm ream xg roC FS pane coMatlne FWs RMSf F� r fNOEERNa LLD. BAld dlme I—.area m lR111 nfi 1.01. 4 MAP REVISED rNwr HIE Em=REss v,RirrtR ca"`�r°T a AaMua SEPTEMBER 25.2009 a Fedenl Eme¢enn Sb G•eebrm Aenc] SHEET TITLE: 2007 FLOOD INSURANCE RATE MAP 0 SHEET NUMBER: r/ p 1 2007 FLOOD INSURANCE RATE MAP a uexlc scA E 1 D 1 B SCALE:I/4•-:'o•FOR 22194 DRAWDNGS Z-18 'a�' SCALE:I/R'-:'O'Po I I".17•DRAWDNGS • SITE INFORMATION PROJECT DIRECTORY • PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. v ADDRESS: 61405 AWN ROAD, ROUTE 25 5701 SOUTH SATA FE DRIVE SOUTHOLD, NY 11971 LIM ETON, CO 80120 TOWER OWNER: ELITE TOWERS LP. d.sh TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE LLC E PATCHOGUE, NY 11772 TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON (516) 410-8730 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRONOEIRE-TOWERS.COM LITTLETON, CO 80120 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE wlioeiess.,m LLC THE PROJECT GENERALLY coNslSTs OF THE FOLLOWING: 90 E FLALSEY ROAD, SUiTE 104 �j�1 TOWER SCOPE OF WORK: LATITUDE (NAD 83): 41.076046' PARSIPPANY, NJ 07054 e • INSTALL(3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL(3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE (NAD 83): -72.406043 SITE ACQUISITION: CENTERUNE • INSTALL PROPOSED JUMPERS • INSTALL(12) PROPOSED 7/8• COAX CABLES (4 PER SECTOR)AND (1) RET CABLE LORNA MUND DISH Wireless LLC L.L.C. SITE ID: INSTALL(6) PROPOSED DIPUDMM ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 GROUND SCOPE OF WORK: AZIMUTH NYNYCO2239A • INSTALL(6) PROPOSED RRUe (2 PER SECTOR) ZONING DISTRICT: M-II - MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV E N G I N-EKING R.C. • INSTALL(1) PROPOSED OVER VOLTAGE PROTECTION DEVICE(OVP) (201)496-9271 • INSTALL() PROPOSED SECTION/BLOCK/LOT: 56.00/ 3 / 15 90 E. HALSEY ROAD, SUITE 104 • METAL PLATFORM INSTALL(11) PROPOSED METAL • 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; pgE�,/ LIPA MOBILE (55+)204-4483 • 61405 MAIN ROAD ROUTE 25 INSTALL(1) PROPOSED POWER CONDUIT • INSTALL(1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VQtQl1N INSTALL(1) PROPOSED TOM-FIBER BOX OF NE • INSTALL(1) PROPOSED GPS UNIT r KMwro SOUTHOLD NY 11971 • INSTALL(1) PROPOSED SAFETY SWITCH (IF REQUIRED) FERIA MAP BASE FLOOD g•AASL y " ` 0 • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) INSTALL(1) PROPOSED METER SOCKET ELEVATION: APPLICABLE BUILDING CODES AND STANDARDS '"BALL 1 PROPOSED H-FRAME PATI L11dD 5 AMSL y��oNo 0853' SITE PHOTO EQUIPMENT ELEVATION: 3•ABOVE GROUND 1p HqO + ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT FEssLONP�' � EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOUAWING CODES. 9 l= DIRECTIONS 1.2020 BUILDING CODE OF NEW YORK STATE ` `jEREMY K McKEON a NEW YORK LICENSED PROFESSIONAL 2.2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07066: ENGINEER-LICENSE NUMBER:095374-1 t" 3.2020 FIRE CODE OF NYS Depart and head toward Adp Bhrd/Tum left onto Adp BPvd/Tum rt on ,Choctaw Wey/Tum right onto Livingston Ave /County Hwy-527/Take the romp on the right on 10110.'signs for 1-260 East/rake the N IS A VIOLATION OF LAW FOR ANY PERSON, 4.2020 PLUMBING CODE OF NYS romp on the left for 1-95 N / New Jersey Tpke N/Take the rum ( n the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION y PC Readies Park/The RIdgofiolds/Keep straight to get onto rump eft to get onto rump/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, AIM^ %'� to get onto US-46 E/ US Highway 46/Keep straight to get on 1 N / us-46 E/ US-9 N / US TO ALTER THIS DOCUMENT. 5.2020 MECHANICAL CODE OF NYS _v_ Highway 46/Take the romp on the left for 1-95 North / US-1 N rth / -8 North and head toward G 6.2020 FUEL GAS CODE OF NYS Washington Bridge/Entering New York/At Exit 6B, bear right onto 295 / Crop Bronx Expy E toward DRAWN BY: CHECKED BY:APPROVED BY: Throgs Neck Br/ 1-295 South/At Exit B. hood on the ramp rig , and f low signs for Cross Is Pkwy S 7.2020 ENERGY CONSERVATION CODE OF NYS At Exit 30E, head right on the ramp for 1-495 East toward E:a Longl le/Keep left to get JRF JWS JKM B.NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE onto/romp/Marge onto 1-495 E/ Lang Island Expy E/At Exit 73, head Itft on the romp for County Hwy-58 toward Groenport/ Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, RFDS REV #: 3 9.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE � T O B E PROVIDED take the 2nd exit/Continue on NY-25/ Main Rd/Pave Harbee Famur damesport in 3.0 mi/Tum left onto Wickham Ave/rum right onto County Route 48/Road name changes to County Road 48/Tum right onto Horton Ln, then Immediately turn left onto NY-25/ Main Rd/Hive at NY-25/ Main Rd CONSTRUCTION SHEETINDEX DOCUMENTS SHEET NO. SHEET TITLE VICINITY MAP SUBMITTALS REV DATE DESCRIPTION T-1 TITLE SHEET r - 0 09-2D-21 ISSUEID FOR POW 11-0-21 ISSM FOR PERMIT A-1A OVERALL SiTE PLAN ' 2 11 30-21 ISSUED FOR PERMIT A-1B BULK REQUIREMENTS >` r a� 3 oF-04-22 GA1r COMMIS A-IC COMPOUND PLAN -' ' My A-2 ELEVATION,ANTENNA LAYOUT AND SCHEDULE 4 ITS-01-22 CLIENT CIMM]aS A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS sYro`rc / e o0-01-22 CISIR Co1I47As _ _f a 01/03/23 CltNr Common A-4 EQUIPMENT DETAILS - 1 SITE LOCATION eS. , 05/17/23 MINT Common A-5 EQUIPMENT DETAILS - 2 UNDERGROUND SERVICE ALERT-NEW YORK 811 }i :',�1�%; UTILITY NOTIFICATION CENTER OF NEW YORK *JG 0&.D et A&E PROJECT NUMBER A-8 EQUIPMENT DETAILS - 3 (800)272-480 • ' a _'.'�, .;.! NYNYCO2239A A-7 EQUIPMENT DETAILS - 4 WWW.NEWYORK-811.COM " y L' u " ti c' `, •+'� DISH WIRELESS PROJECT INFORMATION E-1 EI ECTRICJIL/FlBER ROUTE PLAN AND NOTES TALL 2 WORlao DAYS UIIDY NOTIrAM PWR TD COE6IRUCTCN '„�; pK.my�• ' ! \ /`, E-2 ELECTRICAL DETAILS AND RISER DIAGRAM .r' J. - t 1 p N. 1 NYNYCO2239A E-3 ELECTRICAL ONE-UNE, FAULT CALCS rk PANEL SCHEDULEo,� a '%*' 61405 MAIN ROAD, ROUTE 25 GENERAL NOTES �, =r _ �' ;r' _ SOUTHOLD, NY 11971 p- - G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED -_-- c ✓c =` ' G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON G-3 GROUNDING DETAILS DRAINAGE NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SHEET TITLE SIGNAGE IS PROPOSED. ��' f TITLE SHEET RF-1 RF CABLE COLOR CODE `j- 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED u -0a T SHEET NUMBER GN-1 LEGEND AND ABBREVIATIONSlr GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS,AND CONDITIONS ON N > 1 GN T-A-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE 'z �i - '' GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 J L FRESHWATER WETLAND 1 BOUNDARIES DELINEATED BY VHB d.*.sh ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTURE AND , _ W I GEOLOGY,P.C.,ON MARCH 22,2023. BOROM 11.11 � / 5701 SOUTH SANTA FE DRIVE aP W LITTLETON, CO 80120 _LINE *S PROPOSED 70'-0' x 35'-0' EQUIPMENT COMPOUND (SEE SHEET 2.7 23 - _ eems�,, �Pf- N57^ TF6.14 154-01f . " i_=_= W 2� 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTY OF SCOPE t� amillift AZIMUTH �. _. ENGINEERING R.0 4.6 �* ,�} FE7VCE iJ tJ _ _ TO80.COMPOUND � N'•� � _-3.4-`�-_±, 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 4.7 LI TO CONC�,ME POLE 4.4 �. 4.5 I 1�1 I 3.5 OF NE y tT _® 4.5 I (( in 5 MON. 5'�P4J1. _---_=s1 s' , � rn � 4.5 I � * rt � 4. 4.4 p' I z 0 o z ` FFa.58 LIMITS OF NYSDEC FRESHWATER N m 4.6 _ _ _ �O WETLAND 100 FOOT ADJACENT I Jo + I AREA AND TOWN OF SOUTHOLD W2 FssLDt+� i„� 7Mlydb• WETLAND JURISDICTIONAL AREA W I -"f o m },�� c'�0y'r _ �ERE�I K McKE6N 0 4.7 11 TD FEMCE cm U OJ ♦ ENGINEER-LI LICENSE NUMBER.0953NEWYORK LICENSED 74-1 ND af 88 CONC U ` IS A VIOLATION OF LAW FOR ANY PERSON, GRAVEL Z �E PD R LE UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 U m ` i OF A LICENSED PROFESSIONAL ENGINEER, S HIGH 1 STORY ✓ I m TO ALTER THIS DOCUMENT. z o METAL BUILDING/ iT4.56 ; Q z ® 4 #61405/ I ^o_w ' DRAWN BY: CHECKED BY:APPROVED BY: S I 4.4 4.7 n / 4.3 Jo Q`` 1 JRF I JWS I JKM ct o 4.3 W 4.1 "� 1 RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER 12 / z WETLAND 100 FOOT ADJACENT / o AREA AND TOWN OF SOUTHOLD / Q CONSTRUCTION WETLAND JURISDICTIONAL AREA 4.0 DOCUMENTS / I SUBMITTALS0.11 D. Z REV DATE DESCRIPTION --------- �� M 4.25 FF4.3 GF4. 4.4 W w I 64 I a 4.44 � cV � ♦ o ao-so-st Lsutn FOR PL>�rt CN Lff �♦ aW 4.72................40.T...................A v _ t tt-0'�F21 ISSUED FOR POW 2 11 iD-21 ISSUED FOR PDWT .� ' 4 TOW oR-- \ 4.21 ` TL:j N 't 3 04-a4-22 Ct Commmm i AUG 4 oto-22 CtoR COMMENTS I IT I 2��J I CONC. � -ti�¢� - ` - - _- - - `�H. H a oe-ot-z2 o4T cTaxr cors I `� a ot/os/2a cum cavorts ,� 7 / rt A&E PROJECT NUMBER�w fu;o:al __-_ _- _ 3.51�' NYNYCO2239A Board of i Fustees [ _ 3.88 4 E p. 3 � 1F3.50 `/�, - S47'26'27°'W 200.00' % , 2 DISH WIRELESS PROJECT INFORMATION FRESHWATER WETLAND 433 (S58'3100°W) 426 DYL l 4.10----- 396 398 4, NYNYCO2239A BOUNDARIES DELINEATED BY VHB ♦ 1 61405 MAIN ROAD, ROUTE 25 ENGINEERING,SURVEYING, ♦ 1 SOUTHOLD, NY 11971 LANDSCAPE ARCHITECTURE AND MAIN ROAD (N.Y.S. RTE. 25) GEOLOGY,P.C.,ON MARCH 22,2oz3. 1 ♦ SHEET TITLE ♦ OVERALL SITE PLAN W3 ; SHEET NUMBER %N / 1 OVERALL SITE PLAN 60' 30' 0 60, 120' 1 A-1 A 1•=s0' DISH Wlnlen LLC. TEMPLATE VERSION 34 - 06/11/2021 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XV0 WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COWLES WITH SECTCN(1)(E)AS SITE S ZONED ML • 280.70 D.11) LOCATION OF WIRELESS FAOUTIES FURTHER REVIEW OF PRORITY RIVLBNC PROVDED AS PART OF APPUCATIONUB SMSSON 28'70 E. GUYED OR LATTICE ANTETNNASLPPORT STRUCTURES ARE PROHIBITED COM1PUES 200-7DF. ANTENNASUIPPORT STRUCTURES SHALL NOT BE LOCATED IN THE T FOLLOWII3 AREAS WITHOUT A PERMT ..sh FROM ALL JURSDCTOW+LAG£NCES: 2 70 F.1 WETllNDS TEX MC FRESHWATER COMPLBS 2B670 F. TARO ABOVE lC�f GROLMOMRMRHIN10FEETOFTHESURFAC COWLES —ARK 0. 1 LN,DSPURCHMEDWITFICO TYPRESERVATONFIIDS COMPLIES Wk*IM-LLC 2EP70 F.(4) COASTAL ERCSDN HAZARD AREAS. COMPLEB 2B mI CESKNATEO PARNUWD. COWLES FAIL ZONES.AN ANTENNA SUPPORT STRUCTURE MIST INCLUDE AN AREA SURROUN IT THAT IS FREE OF 5701 SOUTH SANTA FE DRIVE OTHERSMWL ESNOAREASWHEREPEOPLECONGREGATE,E=EPTTHEBASEECUIPMEM,WBHA RADII EQUV.TOADSTANCE OF TWO TIES THE HECM OF THE STRUCTURE.ASMVLLER FALZONE MY BE ��FALL ZDNE RECURRED;23'4T FROM NEAREST LITTLEfON, CO 80120 ALLOWED FSLPPORTED BYAREPORTSLBMTfED BYAOUYFIIDSTRLCTLRALENC#ER THE 280.70 G. STRUCTRAL ENGINEER'S REPORT SHALL BE SLIBMTTED TO AND RENEWED BY THE PLANNING BOARD AND STRUCTURE ONPROPERn;STRION SUBREPORT CORROBORATED BYAN IDEPENDEMCONSLLTANrWEDBYTMTOWNTHUATDEMONST MST TA PROVIDED AS PART OFAREQUI REQUIRED SlBMSSION WY R FALLZOFE IS APPROPRIATE AND SAFE THE FALZOFEOFANANIENIASLPPORTSTRUCTLREMIST VARIANCE REQUIRE° NDT INCLUDE AREAS VNERE PEOPLE CONGREGATE.AND MST BE CLEAR CFA.STRUCTURES EXCEPTTHE BASE STATION ECUPMENT. 2Bol]01 AM"SUPPORT STRLCTIRRES N THE LI,LO,M,ML S.AND MZONING DISTRICTS ME SUS.ECT TO THE � FOLLOWNGRESTRCTIONS' 2 7010) f.48rlN1 LOTSMNACCORDACE WITH THE BULK SCHEDULE FOR EACHMNE. E �'T° NCO<vPLWNf'MONJPII'tMIATS�W.000 SF EXSTNGLOT IS 41.3W SF PRO POSEDMONOPOLE HECH T'.15Bd l 701(2) MAYIaNHECdR:BOFEET. VARIANCE OR WAVER REQUIRED ML701.(3) M ADMTANCEOFALWRELESSEWPt&WTOAD.YICEMRESDENMLPROPERTYUMSORSTREETS BffTOPD=EM PROPERTY LINE AZIMUTH SEAL BE NO LESS THW 500 FEET. SITE DESIGN STANDARDS.ALL WRELESS FACILITIES.NDLUDM COLCCATONS,SHALL BE THE LEAST VISUWIY E N D I N E E R I N D P.C. 2B0.NIN MTRLSNE°ESONMMMLETHOTALSOPERMTSTFEAPPLICANTTOA FM-VEITSSERVICEWEDS.MO T END,THEFOLLCYRODESGTNSTAN MSIW1APPLYTOALWIRELESSCOMrLNCATONFACNIIES NSTALEDORCONSTRLICTEDPIRSUANTTOTIETERMSCFTHLSCKVMR. 90 E. HALSEY ROAD, SUITE 104 SETBACKS.ANTENNASU RTSiRLCTURESANDEQUP WFACLITIESSFALADIERETOTfESEn n PARSIPPANY, NJ 07054 2M7011(1) FOR PRINCIPAL USES N THE BUU(SCFEDLLE APPLICABLE TO THE 2DIE NW4ICH THE STRUCTURES ARE (REFER TO BLL)(RECUREM1ENTS CHART ON SHEETA, LOCATED.U IESS OTHERWISE I DCATM ELSEWHERE N THS CHAPTER IA) SKINS.6ONS SHALL NOTBE PERMITTED ONFACLITES EMEPTFOR SIGHS DSPLAYNG COMPLTNFORM4TION A`DSPFEn NSiAUCTOfS.W}1CMME RECUIREO.SAFETYSGNS SHALBE NACCORDANDE WIIHANERCAN SITE IS ORh%TONSDNMDRFSAFE7YS"MSE 2 70N(2) NATIONAL STANDARDS NSTTUM(ASD STANDARDS FOR RADIO FREQUENCY RADIATION WARWNG SINS. INSTALLED ON EXTERIOR OF CCMPOUNO FENCE CONTACTS KiS SHALL DENTIFYALLSERVCE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE NJRMN.AND EMERGENCY CONTACT IFCRAMTON FOR EACH.SUCH—SHALL NOT EXCEED FIRE SQUARE COWLES •tE OF NEIyy FEETINSMFAGEAREA y< Y KMCd.-cQA BASESTATONEOUPMENTSHELTER TFEBASESTATDNEOI.PAEMSHELTERSHWIBECONSTRUCTEDWTTH AFMHS%V AR M I7 KTOFNDJAGENTST LICTMES ONTHE PROPERn AD INTEGRATED INTO THE i MCNTECNRALSTYLE.ANYNEWLYCONSTRUCTEDBMEEOtIPMEMSMLTERSFALBELOCAIEDN NO SHELTERS ARE CURRENTLY PCCTHE SIMEW(NTIE TWO ADFECMADYARDREQIARDENTSOFTHEZOE PROVIDED RSERAGE TC BULK REQUIREMENTS FOR ZONE M-II (MARINE II) B0.0N(D WHI E.ADUPTOTWOAD.YV;ENTOFFSTRE,MEOFWWRMWBE PROVOED FORSERV CE PROPOSE°.HSY 6I BE TA ENNO -n C VEHICLES.NDTWIIIRSTMDNGTE FOREGOING,BASE EOUPAEM RELATED TO NTERDRNSDIAfTEO CONSDERATDN UP°N HURTLE PROPOSALS (�,,nn �W WIRELESS FACT BES SHALL BE LOCATED NANAREATHATS SATSFACTORYTOTHEPLANING BOARD UPON y�YJ HD.0853 M \ CONSIDERATION OFMACTS ONAD.ADENT PROPERTIES AND WMZ NC VISUAL IMPACTS. PAOFE$$ION�I' BASE EHE ME TLAl ENTA EASCREENOF EVERGREEN 7RE UAL SCR BE OR BUF lER ORADJOFENG DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS OF THE PRDPE TESNDTHE UCRI HTTF-WOVDE OTHERW T SCREEN FFERFORAWOPIDO P C. PSO ENS$ THEPTOFAMMMWAY OR OTTER VARAGEPOPRS ALCESSDLETOTHE EVERGREEN SCREENNGTO BE PLANTEDAROUND 286m N.(4) PSB ICES DENSITY ANDHEGHTT OFADOTELE SCREEN THE BASEEOLGRESADTREE .RATAREDF FACILITY JER M. K McKEON SLFFCEMDEBACKARFASS hMEOW1ELY SCREEN TIEBASE EOI.PNEMFROM VIEW.REQUIRED MINIMUM LOT DIMENSIONS FRONTYMDSETBACKPALLBEG 4PANTE DA-ID DMDNCLIAESMNISSAD TREES.SIUM OFTHE COWLES NEW YORK LICENSED PROFESSIONAL AREA 160,000 SO FT" 41,346 SO FT NO CHANGE NON-COMPLIANT'• THE WNDSCAPNGSFALL BE GLL^RNNTEEO AD MWMAIED BYTHE APPLCAlTFORTHE LIFE OFi/E WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES INSTALLATION ENGINEER-UCENSE NUMBER:095374-1 DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SRELICN•BIG.THELGHTNGPERMTTEDSIVILBETHEAAI REQUI6REDTOF-MCT TIE PUBLICWELFARE.FACNTES SITEDONEXSTNGDEWLOPEDSI SHALBENCOR MMDINTO THE WHTING ALL LIGFTTS TO BE REFLECTED FRONT 35 FEET t29.4 FEET 174't (TOWER) COMPLIES 2Bo-mND> MINIMUM YARDS PLANSOFTHOSESRES.OUTSDE LIGHTING SHALL USEFULLY SHIELDED FO(RRES SOTFiATTFE LX?R DOVINNAROS'ALL LGHTT08E BLDCI�° IT IS A VIOLATION OF LAW FOR ANY PERSON, SOURCES NOTVSB ND LE FROMSEYO THE PROPERTY LIE ANH NO LIGHT ISNE REFLECTED OR SHO BY PROPOSED EVERGREENSCREEN UNLESS THEY IC ARE ACTING UNDER THE DIRECTION TOWARps THE SKY,E%CEPTNTFE CASE OSAFETY TURFS REQUIRED TO FOLLOW FM l3UDELNES FOR CONPLE6 OF A LICENSED PROFESSIONAL ENGINEER, MINIMUM YARDS SAFETY, _ To ALTER THIS DOCUMENT. SIDE 25 FEET . FEET 86't (TOWER) COMPLIES 61 REAR 25 FEET 61.9 STADA M WADDBONTDTESTADARDSNARTIQEDOVADTHESTA MMN§ffi7OHEREN,AL FEET 30'f (TOWER) COMPLIES WRELESSFACL7TES.ODLIONCCON.00AT ,SHALLBETHELEASTVISWIYOBTRMS MSDN DRAWN BY: CHECKED BY•APPROVED BY: BOTH SIDES 50 FEET 102.6 FEET 199't (TOWER) COMPLIES 2 72A. POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUH(4)AS WELL AS ARE NOT APPLICABLE FOLLOWINGDESONSTANDARDSSHA MYMALLWRELESSCOMNUNCAMNFACLRESIGTALLEDOR MINIMUM YARDS CONSTRICTED TIWT REQlRE511E P1lW ARPROVPL: SIDE 25 FEET 40.7 FEET 47'f (COMPOUND) COMPLIES JRF JWS JKM REAR 25 FEET 61.9 FEET 8't (COMPOUND) NON-COMPUANT'" CO-LOCATION WIRELESS CCMAFZCATON FACIUMS SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY BOTH SIDES 50 FEET 102.6 FEET 127"f (COMPOUND) COMPLIES 2 MA(5) hULTIALEPROVDERSORDESGNEDSOTHATTEYC MREMOFITTEDTOACCOM.IJDATEMATPLE COWLES RFDS REV #: 3 ( / PROVIDERS.WHEREVER POSSIBLE. LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES SCENC LANDSCAPES AND VISTAS.ALLLANTEMWSUPPORT STRUCTURES WNCHARE NOT CONCEALED INSIDE OF BUILDINGSD DINS OR SCREENE SYEXSRNG TREES OR BUILDINGS MIST BE SURROUIDED BYAPIANMO BRIE N)TLOCAMCNSCENCVSTA CONSTRUCTION 20672A(6) BUFFER OF DENSE TREE GROWTH AN ANTENNA SUPPORT STRUCTURE THAT S LOCATED WBHBNASCENC MAXIMUM LOT COVERAGE 30% 262% S.B% (NEW) VISTAOR SCENC LANDSCAPEOR WIRIN300 FEETOFASCENC ROAD.M DESIOW7ED BYTHE TOM.SHALL COMPLIES 32% TOTAL NON-COMPLIANT'" NOTBE TALLER TNPNIOFEETPSOVE THEHEKa3iT OF TR[ESWffHQNARADlA CF300 FEETOFTHE PROPOSED DOCUMENTS LOCATION,OR 35 FEETIWCN A INTHEASSENCE OF TREES. I - THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE COLOR ANTENNASUPMRTST MTURESNTHEMRMOFWD PDLESCROTFERTOWERSSHALLEBHER SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BEBLUEASRAYNCALORORSECOLOREDAPRRORRIATEIOTHECONTEXTOFTIEBTRUCTIRRE'SLOCAION SUBMITTALS MII ZONE REQUIRES 80,000 SO FT PER USE SOTNITTHETOWER ISM LNOBTRUSMEM POSSIBLE,UNLESS OTHERWISE REDUIRED BYTHE FEDERAL 20672A(7) AN47gNALA9N5TRATION(FA%.FAWRELESSCOMVUNNCATONFALLLITYSNSTALLEDONASTRUCTURE VARIANCE REQUIRED 07HER7 COhPUES TOWER TO BEPAOREDBLIEGRAY REV DATE DESCRIPTION " — HNNAT°WER.TNEANTENNAADSMPORTPOELECTRCALA CHAICALEOLPM1EMMSTBE OF ANEUTRAL COLOR THAT S IDENTICAL TO OR CLOSELY CCIYPATBLE WITH THE COLORS OF THE O OD-�21 RSI�D FOR PELT SUPPORTNGSTRUCTURESOMTOMALLTHEMMEM RE LATEDEOUPMEMASVISUALLYLNOSTRUSIVE ASPOWELE. 1 11-06-2I ISSUED FOR PEW 2 11-7P-21 ESED FOR PEAW ANTENNASUPPORTSTRUCTUREB N OR ADMENTTO RESDENTA TONES.VOERE THE SBE PROPOSED FOR ANANTENNASUPPORTSTRUCTUIEE LOCATEDWWNARESDENIALZONE OR IRIS ONE ORI,ORE 3 04-0I-22 CUENT COMMIS PROPERTY LIES MUTANG OR ON TFE OPPOSITE SIDE OF A STREET FROMA RESIDENTIAL ZONE OR WE PERMITEDHARESDENTA.ZON E 4 05-10-22 C{E1T OOUMMS ADEQWTELYSCREENEDFRCMVIEWOFTHOSE RESDENiVLLZONES BY EXSTIG BUILDINGS OR LARCE TREES,ICLUDWC EVERGREENS.THE STRUCTURE IVAYPROTRUDE NO WRETHAN IOFEETABOVE 5 05-01-22 CLIENT COIEENIS SCREE NMBUMNGSANDAORTREES NTHEABSENCEOFANADEQU MMRANGE7.EMOFEXSTNGL M TREESORBLRDICL MMOVDEEFFECTAESCREENNO.TH Wl OFTHEPROMSMSTRUCRIREMAY a 01'mtwAwwr CLEAR CCMUMIS BE 140M10RETHAN35 FEET.PNOTHE BASEECL NTIM STBE BURIED NMUNOERCIROUDVAULT.TWO 2 .MA(9) ROWS OFEVERGREENTREES MUSTS PLNNTEDEWRCUNGTHESTRUCTURE,ONEROWATADWADE TWO ROWS OFEVERGREENTREES TO BE PROVIDED. 7 DS/17Ar�n3 QDR CONENIS FROMTHESTRLCTURE OFW%OFTHEH OFTHESTRUCTURE,AL OTHERAT.0 OFTN MGHT RELEFSOLIGHTASTOHEIGHTASNEEDED OFTFE STRIORRE.TRANSPLANTED TREES SFYiL HAVE AMWAI.ICAIPER OF THREE NCHES.SPAOE030 A&E PROJECT NUMBER FEETCN CENTER THE TREES MST HAVE AN EXPECTED HEGHTAT MATURITY OFAT LEAST 10 FEET LESS THAN THEHECWOFTHESTRUCTURETOBESCREENEDSM4 REVERGREENSHRUBSMSTBEUSEDTOFLLN NYNYCO2239A THE GAPS N BETWEEN FOR SCREENNGI DURING TIE TWE THE TREES ARE FILLING NAND NATURNG THE PLANNING BOARD MAY VARY 7HE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMAJDAM SPECIFIC DISH WIRELESS PROJECT INFORMATION SITE CO,VDIMM,ADADC°IVPLEHT WALOFSCREEMNGTFEFACLBYFROMVEWOFRESDEMAL MOPMTES.AWRB7ENG17ARANTEEFROM WRELESSFACILITY$OWNERSHALLBEREOUREDTO v,17^ 1— y ENSURETWITTFEPVNINGSSURVNEADYREMMPfDWBOTHdROUC�1°UTTIEE%STENCEOFTFE NYNYCO2239A II Ni�..1,� L• l Iq kl f'a (. INSTALLATION Fill 1�? —7dC.4 POVCENRLADUSESSTRUCTlRESANDIDNIIGWTTIEN500FEET. 357-0TO NEAREST RESDNLL.RESIDENTIAL 61405 MAIN ROAD, ROUTE 25 1 �� 2W74C.(5) THE LOCATIONNLATITUDEAID LONGITUDE,TYPE ADHEIGHT OFTHE WIRELESS CCM&WATIONFACLRY. (SEESFEETT-1) SOUTHOLD, NY 11971 iRr L7 L U•;,,-, A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NlNBER,TYPE,HEIGHT. NA AUG I�? `� __ 2 74 C.(6) ORIENTATION,EFFECTNE RADWTED POWER.NNBER OF CFWAELS AND OPERATING FRECUENCES OF EACH (SEEALBERTSONMARIE-NAG DRAWNG6 BYEUTE ' C nn'�� L"'- ' AREWALIC= TIEPROPOSED TOWERS.LP) 1 (_t,IL..il F, I 28t174C ft DSTMHCES BETWEEN THE PROPOSED FACLfTYMDTIE FOLLOWPNG L 28}74C(10 W THE NEARESTRESDENIV+LSTRUCTLRE 671e SHEET TITLE 10) 2M74C'IM(A) THENEARESTPROPERTY'OTHERIEW'fTURES. DEMIPLISE �= BULK REQUIREMENTS 388Ta C.(1m� ALL OTHER STRUCTURES ]71'x 280.74C(1 B) ROADB.RGHTSDF-WAY,DRNCWAYS 10Tx NA ZM74C(11) FAIL ZONE RADIUS AND DISTANCE CEEG.BERTSONMARIEZONPDDRAVRNGSBYELBE TOWERS. SHEET NUMBER p.LP) '�•� 28 74 C.(12) PROPOSEDMEANSOFACCESS (SEE ALB ERTSONAA%QEZONNGDRAWINGSBYELITE TOWERS.LP) P) A 1 B ELEVATIONDRAW IDESWIN NARRONNSCLEARLY NOALLESTNINT, DWVETEROR WDTHOF THE 28°14 C.(ASH SIRUCTIRE ATRS WIOESTAD NARRCWEST,MR THE TALLESTPOM,ICLIDNGMfTENYU500.LGHR8Ni (SEESFEETAZ) PROTECTION DISH Wtreleee LLC.TDAPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VEinFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-W MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRAMTTTING ANTENNAS AND EXISTING GPS UNITS. 1 3. ANTENNAS AND MOUNTS OIATTTED FOR CLARITY. d.sh A-2 -LLC 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 a — _ (1) PROPOSED DISH Wlreleee � NYBRID CABLE ROUTED PROPOSED FIRE DEPARTMENT m ALONG ICE BRIDGE EQUIPMENT CABINET ELEVATED PROPOSED 10'x12' DISH EQUIPMENT PLATFORM (BY a Wireless LLC LLC LEASE — — OTHERS) N' 8 PROPOSED DISH Wireless LLC AZIMUTH SEE EQUIPMENT 12"WIDE ICE BRIDGE PROPOSED 150'-0"CONCEALIAENT PROPOSED UTILITY H-FRAME LAYOUT(SHEET A-3) (37'-0- ICE BRIDGE LENGTH) TOWER (BY OTHERS) _ (BY OTHERS) ENGINEERING P.C. 0 0 o } 0 wow O o � ED; NO O O PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 F (BY OTHERS) PARSIPPANY, NJ 07054 0 0 o ro wo O � O o 0 ___ _-- -I - PROPOSED FIRE DEPARTMENT PROPOSED MESA \ o �'O F N Ic M————— O l r �1 ICE BRIDGE(BY OTHERS) CABINET (BY OTHERS) g y i 1 08531 O I � I �- �GFFSSIONF` 1 0 �. ————— J '------- — I TER K McKEON ------------- O NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 I I IT IS A OF LAW FOR ANY UNLESS THEY ARENACTING UNDER THE DIRECTION ED1 OF A UCENSED PROFESSIONAL ENGINEER. \\\\ TO ALTER THIS DOCUMENT. ° ' 1----- ---- DRAWN BY: CHECKED BY:[APPROVED BY ED iIllicillillinTiml � JRF JWS JKM IREDS REV 111: 3 i CONSTRUCTION DOCUMENTS 0 I SUBMITTALS 0 o REV DATE DESCRIPTION 0 0e-20-21 MM FOR PEWF (TYP SEE ANTENNA LAYOUT PROPOSED 1 11-0 -21 IsvI DD FOR PERMIT (SHEET A-2) LINK FENCE(TYP) O (BY OTHERS) 2 11 10-21 ISSIRD FOR PENU PROPOSED VERSON PROPOSED FUTURE PROPOSED ACCESS J 0"4-22 QJDfr OOMMDO EQUIPMENT PLATFORM CARRIER AREA (TYP) GATE (BY OTHERS) 4 1 (BY OTHERS) (BY OTHERS) s 0e-01-22 aUIErF aoleons PROPOSED VERSON a 01/w/0 amff aorons - ^--- ICE BRIDGE(BY 7 05/17/23 MENT axrions OTHERS) A&E PROJECT NUMBER NYNYCO2239A I DISH WIRELESS PROJECT INFORMATION I!I NYNYCO2239A AUG 3 12C23 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE COMPOUND PLAN NOTE: DESIGN OF PIERS WALL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. COMPOUND PLAN s' a' z' 0 5' 10' A�7 C DISH WlrWese L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • r 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) olL d.sh TOP EL. ® 164'-10"AGL ' WkehM.LLC PROPOSED FIRE DEPARTMENT DIP PROPOSED DISH BELOWs LLC DIP PROPOSED MOUNTED BELOW PROPOSED ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE ANTENNAS AND EQUIPMENT(BY OTHERS) ITTLET CONCEALMENT POLE LON, CO 80120 � 1y PROPOSED VERI (BY ON ANTENNAS OTHERS) PROPOSED DISH Wirolem LLC ANTENNA RAD CENTER (BYO "AGL (TYP 1 PER SECTOR,TOTAL 3) �1 PROPOSED VER PANEL ) PROPOSED 40'x15O' 0' - ANTENNAS (TYP) (BYBY OTHERS) PROPOSED VERION ANTENNAS (BY OTHERS RAD CENTER ® 141'-2"AGL MULn-SECTION, MULTI CONCEALMENT POLE (BY OTHERS) C1 l 1 3 PROPOSED DISH MWese LLC L.L.C.ANTENNAS l I RAD CENTER O 132'-0'ACL Al AZIMUTH I l I I --- --- ENGINEERING P.C. FUTURE CARRIER ANTENNAS RAD CENTER ® 120'-0-AGL 0(; 90 E. HALSEY ROAD, SUITE 104 SEE ANTENNA LAYOUT PARSIPPANY, NJ 07054 (SHEET A-2/DETAIL 2) FUTURE CARRIER ANTENNAS PROPOSED 6-0 AWN PIPE PROPOSED DISH Wireless LLC MOUNT l RAD CENTER ® TDB'-o"AGL (FIELD VERIFY MAST SIZE PRIOR T (TV(l 1 PER SECTOR,TOTAL 3) * PROPOSED CANISTER CONSTRUCTION) (BY B1 cz P%f oKNEwrD SECTION (TYP) (BY OTHERS) OTHERS) 4 FUTURE CARRIER ANTENNAS RAD CENTER ® 96'-0"AGL yj. �Op 0 0853�p E110 Ss CIA PROPOSED 150'-0' CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS J/ RAD CENTER ® 84'-0"AGL EERY K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:0953741 . I II IT IS A VIOLATION OF LAW FOR ANY PERSON, II UNLESS LI ACTING ON OF LICENSED PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wirelem LLC I tz's' 0 11 z' 3' 4' S' DRAWN BY: CHECKED BY:APPROVED BY: RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT 2 EXISTING CONCEALMENT POLE I1 1/2'=1'-0' JRF JWS JKM II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES CONCEALMENTALUtPOLE II SECTOR POSITION EXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAD FEED LINE TYPE MANUFACTURER — CONSTRUCTION PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER II DOCUMENTS II (4) 7/8-COAX II ALPHA Al PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9'X 11.81 70' 132'-0' (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS II (160' LONG) HPA-33R-UU-H4 REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless II LLC HYBRID CABLE ROUTED a as-zn-zt XssLlEa FOR mart II ALONG ICE BRIDGE (4) 7/8- COAX 1 11-05-21 ISSIRD FOR PEW RlErjl PMW PROPOSED DISH Wireless LLC BETA Bt PROPOSED COAIMSCOPE - FW-65B-R3 5G 1.9' X 11.81 190, 132'-0' �ALPHA) (HPAC33R-UPRODUCTS H4 2 11-00-z1 6SUm FOR EDUS II 12'WIDE ICE BRIDGE (160' LONG) e4 -� a ert C01aE3iI5 II (37'-0- ICE BRIDGE LENGTH) 4 05-10-= CUDIT a MIADITS PROPOSED VERSON ICE II a 0e-01-n air atronS BRIDGE(TYP) (BY OTHERS) II PROPOSED FIRE DEPARTMENT (4) 7/8- COAX a 01/03/23 CUBIT C01eMM II EQUIPMENT PAD ON RAISED RET CABLE(SHARED (1) CCI PRODUCTS - PROPOSED VERtZON II (BY OTHERS) GAMMA Cl PROPOSED COMMSCOPE - FW-658-R3 5G 1.9'X 11.81 310' 132'-0' WITH ALPHA) HPA-33R-BUU-H4 7 05/17/23 astir atrons EQUIPMENT PLATFORM II PROPOSED UTILITY H-FRAME (160' LONG) A&E PROJECT NUMBER (BY OTHERS) II _-- (BY OTHERS) IlL NYNYCO2239A PROPOSED CHAIN LINK i DISH WIRELESS PROJECT INFORMATION FENCE (TYP) (BY OTHERS) l RRH NOTES NYNYCO2239A V �` SECTOR POSITION MANUFACTURER - MODEL TECHNOLOGY NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 25 Al AWS3/AW54 4T4R BROW DETAILS. SOUTHOLD, NY 11971 ALPHA SAMSUNG - RF4451D-7CA 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED s rt i SAMSUNG - RF445OT-71A CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS ii LEI AUG "` SEE EQUIPMENT Al TS 4T4R 28M RU 5G AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. UG 3 1 LV2J iAAYOUT (SHEET A-3) Bt �AWS3/AWS4SUNG - R4T4R1 2OW 5G I SHEET TITLE BSA SAMSUNG — RF44W-71A ELEVATION, ANTENNA ��T 4 B1 TB 4T4R 2" RU � EQUIPMENT SAMSUNG - RF4451D-70A Ln� EXISTING OR MANUFACTURER - MODEL S IZE ( ) WEIGHTLAYOUT AND SCHEDULE iG!1f l 'IviX C7 AWS3/AWS4 4T4R 32OW �' PROPOSED NUMBER F•O f d G`:TTi1S'acS ,, GAMMA SAUSU14G - RF445OT-71A SHEET NUMBER c1 TB 4T4R 28OW RU 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-8181-PF-48 8.98'x14.39'x8.15 21.82Lbs 20' 10' 0 20' 40' A-2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE NO sruE 3 DISH Wireless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2• • OF FILL PER DasnNG SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v Wireless LLC LLC. CONSTRUCTION MANAGER AT TIME OF PROPOSED DISH WIRELESS 8'-0•X 10'-0' CONSTRUCTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PLASTI d...sh PREFABRICATED ELEVATED EQUIPMENT PLATFORM (3'-0-ABOVE GRADE MINIMUM) WITH 42- HIGH PROPOSED DISH WIRELESS OVP PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR cuRrrY -LLC HANDRAIL ALL AROUND PLATFORM DIPLEXER ON PROPOSED H-FRAME (SEE DETAIL 1, SHEET A-7) BOX ON PROPOSED H-FRAME TOTAL)(STACKPER SECfOR, 12 5701 SOUTH SANTA FE DRIVE LITTL-ETON, CO 80120 PROPOSED DISH WIRELESS RRH PROPOSED CHAINLINK FENCE(BY OTHERS) i ON PROPOSED H-FRAME • OF 2 PER SECTOR, 6 TOTAL) (STACKED) PROPOSED DISH o WIRELESS GPS ANTENNA I io I _ ___ _____ AZIMUTH __ _ ,. . _ I-0 ENGINEERING P.C. ••• O O O O 0 0 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 PROPOSED DISH' WIRELESS H-FRAME (TYP.) (SEE DETAIL 4, 1�OF NEIq SHEET A-7) PROPOSED DISH WIRELESS oo I Z EQUIPMENT CABINET ON I ELEVATED EQUIPMENT PLATFORM I PROPOSED DISH WIRELESS Sys FTAB ON PROPOSED H-FRAME ��p• 096 �1�\ igOFESSIONP�' • I /� �EREMY K McKEON • NEW YORK LICENSED PROFESSIONAL ENGINEER-UCENSE NUMBER:095374-I IT IS A VIOLATION OF lAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. PPC ON PROPOSED H-FRAME DRAWN BY: CHECKED BY:APPROVED BY: • • JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS i I SUBMITTALS REV DATE DESCRIPTION 0 09-20-21 ISSUED FOR F04MT 1 11 -a1 FnR PF]a!T PROPOSED DISH I c 1•-0- a 11-70-21 ISSUED FOR PL766T WIRELESS ICE BRIDGE TYP. 3 04-0{-a2 CLIENTC01M7f15 __ ____ ________ ———— 4 05-10-22 CLEAT COMMENTS 5 W-01-n CUM COMMDM 6 01/07/23 OMIT a1MYD115 T-Z� � ' PROPOSED DISH £ s � AY I PROPOSED CONCRETE PIER WIRELESS WORK L1GHT 7 /A&E PROJECT NUMBER (TYP.) (SEE DETAIL 2, SHEET A-7) k 1 filfil r` NYNYCO2239A I �Y' PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION AUG 1 L J LADDER WITH SAFETY CHAIN I E (SEE DETAIL 3, SHEET A-7) NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 , PROPOSED DISH WIRELESS 10' Board of m+iIS'."•£S X 12' LEASE AREA ^Y.._-�--.---- - SHEET TITLE EQUIPMENT PLATFORM AND NOTE H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. A-3 DISH Wireless LLC.TEMPLATE VERSION 34 - 06/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES DELTA ELECTRONICS, INC. RDIAC-2465—P-240—MTS D224NRB ESOA600—HCB04 (HEX) ENCLOSURE DIMENSIONS (HxWxD): 39742.855702.593 ENCLOSURE DIM (Hx) 29.25'x19.00'x8.50'WEIGHT- 80 r DIMENSIONS (HxWxD) 75'x32x32' Ib• ENCLOSURE TYPE NEMA 3R RAINPROOF WEIGHT(EMP 825 Ibs (approx.) F OPERATING AC VOLTAGE 240/120 1 PHILSE 3W+G MR UL LISTED FILE E-2875 MR d s h Wk18k=-LLC Elm 5701 SOUTH SANTA FE DRIVE 00 0 LITTLETON, CO 80120 00. 40 0 O 0 O 0 O �07% 00 00 00 00 00 00 00 00 O O 0 0 of AZIMUTH ENGINEERING P.C. lam SIQE �� 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL No SCALE POWER PROTECTION CABINET (PPC) DETAIL No SCALE 2 SAFETY SWITCH DETAIL No SCALE 3 EATON METER SOCKET CHARLES CFIT—PF2020DSH1 OF NEW UNRRS2138EUSE FIBER TELCO ENCLOSURE PROPOSED FLiNNNER EXIBLE RIGID 5�* Y KMrf�o METER SOCKET TYPE RING ICE BRIDGE * 2 ENCLOSURE DIMS (HxWxD) 20'x20'x9' ENCLOSURE DIM (HxWxD) 18702'x8' G s PROPOSED%'DIA 0 — ENCLOSURE WEIGHT 20 Ib• HYBRID GABLE MAIN AMPERE RATING 200A ( 7 I I gym N MOUNTING WALL OPTION A I I NDUR SUPPORT Fo o Dssa�' PLAN I I BRACKET AND BANDING �GrEssIDN�� WEIGHT 18 LBS COMPLIANCE TYPE 4 PROPOSED H B IS CD X'D 1I O 101-0'O.C. \ �� (OPTION 'B) �� 16RR . K N1 KEON O O O NEW YORK LICENSED PROFESSIONAL rrm ENGINEER-LICENSE NUMBER:095374-1 • • PROPOSED CABLE CLAMP O 3'-0'O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECDON OF A LICENSED PROFESSIONAL ENGINEER, EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY:APPROVED BY: JRF JWS JKM O 0 0 RFDS REV #: 3 CONSTRUCTION sly Becx O � FRO DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL NO SCALE 5 HYBRID CABLE RUN sraLE 6 SUBMITTALS �= - i 4 p `�� , [, i RETK`q gATE DESCRIPTION INCLUDED WB-T12-3 TRAPEZE KIT. apr --21 mT1EL FW PMU COMMSCOPE WB—K110—B PRODUCTS 3 RUNGS ;al s� a WAVEGUIDE BRIDGE KIT :I I iil05-21 �TIm F�e•r WB-LB12-3 SUPPORT BRACKET �i 2t mT Eu Pale Poexr DIMENSIONS (HxQ 160'x10' MF-130 DIRECT BURIAL PIPE FINISH SLOPE j AUG � f 22 CUI CLIENT COM EWS l�U U � � 202� i 4 ad->fo-22 aELFr�rs WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4' TO DRAIN _ t � 6 Od-0t-22 CIJE7R COItie114 i ! L.__`____.. ! e 0}/O.7/23 CUE)er COMMENIS GABLE RUN (OTY) 12 !' \ " ( 0 7Ci 7 Ob/17/23 OIW COMMENIS O PROPOSED TIMED L1GHi RB Id r P/N SR360H) l ti i}f 1T ig(ne8 A&E PROJECT NUMBER SUPPORT BRACKET A-A A-A (1YB-L812-3) (IYP OF'1-PER-iCtS,-._�.-=�.�.. CANOPY Posy TOTAL OF 4) NYNYCO2239A TRAPEZE KIT (WB-T12-3) m DISH WIRELESS PROJECT INFORMATION PROPOSED 3.5' DL4 3' DU SCH 40 PIPE I SUPPORT BRACKET scH 40 PIPE r; NYNYCO2239A (WB-LB12-3) GALVAN iq 3'ox10'-O' LONG SCH. 40 PIPE 18• DIA DRILLED 61405 MAIN ROAD, ROUTE 25 (WB-T12-3) PROPOSED I'-B•TRAPEZE KIT PIER FOUNDATION SOUTHOLD, NY 11971 CIA. CONCRETE PIER (TYP) A-A SECTION 3.5' DIA GALV SCH GOUf1EFCI T PCOV�ERO(lYP OUTLEr F NEM1 3R SHEET TITLE 4o PIPE (SPACED 3.s' DIA cALv scH NOTE Q EQUIPMENT DETAILS — 1 9'-0' MAX) 40 PIPE (SPACED 1. MOUNT TIMED UGHT ec OUT PER (MF-130) 9'-0' MAX) MANUFACTURERS RECOMMENDATIONS (MF-130) CONCRETE PIER SHEET NUMBER FROW A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO sGALE $ 1 WORK LIGHT DETAIL NO SCALE Q DISH WlrNea• L.L.C.TEMPLATE VERSION 34 - 06/11/2021 PCTEL 1.75-s GPSGL—TMG—SPI-40NCB 1.80-� MINIMUM OF 75R OR DIMENSIONS (DIAxH) MM/INCH 81x184mm O 270' IN ANY DIRECTION 3.2 x7.25- d.* sh v WEIGHT W/ACCESSORIES 075 Ibs GPS CONNECTOR N—FEMALE �� i� FREQUENCY RANGE 1590 t 3OMHz n mP �a�•4iN 6QO*•y,N ■ IM-LLC �0vq 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 CU12PSM6P4)OO( CU12PSM9P6)000 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (8 AWG CONDUCTORS) BE BELOW II 1.41-A C C �\ 0 0 Q ( 00° °�"'N AZIMUTH CU12PSM9P8)OO( ENGINEERING R..0 DUN $JQg (8 AWG CONDUCTORS) 90 E. HALSEY ROAD, SUITE 104 CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL NO SCN.E GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 MINIMUM BEND RADIUSES No SCALE 3 tE OF NEIVJ, � I LINE DETAILS y�FOP7OfFSSIONN� o` U14E TYPE MANUFACTURERT�so rER�M K McKEON NEW YORK LICENSED PROFESSIONAL MODEL NUMBER COAX - 7/8 ENGINEER-LICENSE NUMBER:095374.1 DIAMETER (0.0. IN.) 1.102 R IS A VIOLATION OF LAW FOR ANY PERSON. WEIGHT(Lba PER FT.) 0.302 UNLESSA LICENSE ACTING UNDER THE ON D PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. QUANTITY 12 APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY:APPROVED BY: JRF I JWS I JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS 140 saLE 5 NOT USED No SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 09-20-21 ISSUED FOR PERU 1 11-- -21 ISSUED FOR PERMIT 2 11-30-21 ISSUED FOR PERMIT 3 O"W-22 CLIW 0010[MS 4 05-10-22 CIDFF oONORS 5 05-01-22 CLDR COMMDUS e 01/03/23 CLDR COMMEM 7 05/17/23 CIDIT CMUMM A&E PROJECT NUMBER _ NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 AUG 3 1 K23 � vLiUUl�ite SU�'R SHEET TITLE pI EQUIPMENT DETAILS — 2 SHEET NUMBER A-5 NOT USED No SCALE 4 NOT USED NO SCALE 7 NOT USED No SCALE $ DISH Wirelw LLC. TEMPLATE VERSION 34 — 06/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451D-70A RF445OT-71A DIMENSIONS (H~) 2'x5.72'x.25' OT 0 • DIMENSIONS (HxWxD) 15'x15'x8.9' DIMENSIONS (HIAYILD) 15 z18.5'x11' r 11 WEIGHT: 5.5 LEIS 6 WEIGHT 81.3 Ibs WEIGHT 94.8 Ibs R CONNECTOR TYPE Cd...sh ONNECTOR RF CONNECTOR TYPE CONN TO 7'SPECIFICATIONS:1/: ROUND OR POLYGON POLES 3' Fp$ PAN FPS TO 7' DIA, 1/4' BRACKET ASSEMBLY INPUT VOLTAGE _38 58 voc 36 INPUT VOLTAGE _ 4 voc D -LLC PJ Ate PLR EEI TRIAD—AB MOUNT p 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS (WWxD) 2'x1o'x.25' AB PLAN WEIGHT: 2 LEIS QTY.6 O ^1 SPECIFICATIONS: ANTENNA BRACKET, 1/4'HRPO • GUSSET ASSEMBLY AB FRONT 0 0 m TRIAD-AB BOLT HEX NUT, LOCK WASHER g AZIMUTH 0 T LDCK WASHER 0 EEI TRIAD-pp� POLE ENGINEERING PC BACJS ;iIQE �� E �� Effa FRONT ROD (TYP) {/AB PLAN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL NO SCALE RRH DETAIL NO SCALE `Z MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181—PF-48 �E OF NEW FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) SSV KMc}F 9T � oy DIMENSIONS (HAM) 71.9'x11.8'x7.1' WIDTH 5' DIMENSIONS (HxWxD) 18.98'x14.39'xB.15' TOTAL WEIGHT 43.8 LB rim DEPTH 2' WEIGHT 21.82 LBS n RF PORIS, CONNECTOR TYPE B x 43-10 FEMALEHEIGHT 8' MOUNTING rim �0�096 ssmE��`'�\ TOTAL WEIGHT 1.5 Ibs BRACKET ` • • HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA 0 �EREM K McKEON RADOME COLOR LIGHT GRAY 0 NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 BRACKET CONNECTOR tx8-PIN DAISY CHAIN MOUNTING T 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 I JWS JKM MOUNTING 0 PIPE RFDS REV #: 3 OR DISH Wlml� • • L.L.C. APPROVED LLC Lj CONSTRUCTION Bam sm r sly MIX DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALc 6 SUBMITTALS REV DATE DESCRIPTION 0 09-II111-21 SSIM FOR PFTORr COMMSCOPE 1 11-05-21 MED PDR PE}DR CDX623T—DS—B DIPLEXER 2 11-30-21 Isom FOR PERMIT _ _3__, 04-04-22 CLIENT COMMENTS 4F-O.S-j0-22 ClE]VF COMMMM DIMENSIONS (HxWxD) 8.8'x4.9'x4.5' WEIGHT 10.14 Ibs W OD-01-22 CUIw CouEMs CONNECTOR TYPE 7-16 DIN i 13_,5F! Ei,e` 0 03/23 CLA71T Co1M M FEMALE DQ/,n/23 aEaR caEEEsns 1A E PROJECT NUMBER oO o I ,.I AUG ��w NYNYCO2239A i I DISH WIRELESS PROJECT INFORMATION 1 NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 ^W = SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 3 D&K ;;1GE FROM SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE ] NOT IN USE NO SCALE $ NOT IN USE NO SCALE Q DISH Wheless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 PROPOSED PREFABRICATED 40. OUTSIDE MP) •CTC(�) EQ—P0810 B AD � EQUIPMENT PLATFORM PLATFORM EQL.2 • STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT &1017.8 Ib5 RUNG WELDNIENT OTY 2 MAx LOAD CAPACITY 10.000 lb. PROPOSED H554X4X3/8 COLUMN TOTAL HEIGHT 88' ,_,/2• 1'-6• TOTAL WEIGHT 47.82 Ib. � � 1 ,.LLC %WS TYP c+ 10•X,o'X3/8•ROPOSED o = PFIASEPLATE . 1 4• N-�(EGL.2 SHOWN FOR CLARITY PURPOSES) a. ALL DIMENSIONS SHOW AS 'TYP'WILL BE 5701 SOUTH SANTA FE DRIVE GRADE LEVEL THE SAME FOR ALL LADDER ASSEMBLIES � � �i � LITTLETON, CO 80120 `O PROPOSED 5/8'A615 12 o .. \ram\\� \� \�h ENBtDED OR a IN PROPOSED r �'�• . PIER (TYP.) HHS � o 4X4X3/8' a • PROPOSED COLUMN • 4o ID'XIO'X3/6• ------------ O — y I •'•A••.• BASEPI.ATE CFa. 1• BAR GRATING � •,•. •t _ IGP 10' +: PROPOSED PLAIN CONCRETE PIER iv AZIMUTH (4,000 PSI CONCRETE) NOTE- To* 10'X10-X3/8• PLATE To BEPREVI ES AFTER ANGLE �NT CIO ENGINEERING P.C. a m PROPOSED DESIGN OF PIERS WILL NEED Ilrr 1'-6. ELITE GEDTECH. 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL No sCi11E EQUIPMENT PLATFORM PIER DETAIL No SCALE 2 STEEL PLATFORM LADDER DETAIL NO sruE 3 ,1E OF NEW)Kl— )� Z a NOTES: s 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. Fp'Y0,095'3�A ` 8 'DNpffSSIONP'�' j 2 10 �6RLM 7 K McKEON ®�'•�• 15 17 NEW YORK LICENSED PROFESSIONAL +4r ENGINEER-LICENSE NUMBER:0953741 0 Q R IS A VIOLATION OF LAW FOR ANY PERSON, 6 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DETAI A ALL CORNERS TO ALTER THIS DOCUMENT. SCALE 1:4 DRAWN BY: CHECKED BY:APPROVED BY., 9 DETAIL E 4 1 SCALE 1:4 11 `�I � JRF JWS JKM RFDS REV #: 3 _-� -CONSTRUCTION 5 10 �DOCU�IENTS 1. 1 (; ,'SUBt ALS 3 j'��6 I A REV DATE �DESdRIPTION 9 ..� `.I L A U G 3 � p1i :OF7D-2f 'FOR PERMIT I �� g ; 1 1,-03-21 • FOR FERNY 6 + 2 11-70-2; FOR PERYf SCALE I:4 `_-__-.- Cam, i-- ITEM PART NO. DESCRIPTION OTY. WEIGHT NOTE NO. .ftf�.. �' ;7,-" O�-0{=T2 CIJENF CANEMS 1 GB-03105 3/8"X I"GALV BOLT KIT 14 0.05 LBS v 4; O.S-10-22 C1111(COMMENTS 2 GB-03205 3/8"X 2"GALV BOLT KIT 28 0.08 LBS -6 05-01-22'-M1E11 COMMENTS 3 GB-052D5 5/8"X 2'GALV BOLT KIT 28 0.26 LBS 1 e 01/aj/2s CLIENT COMMENTS 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS 7 015/17/23 CLENT COMMENTS 5 GWF-05 5/6"GALV FLAT WASHER 28 0.06 LBS _ 6 MTC396620 POST,HANDRAIL 14 9.96 LBS ,q s A&E PROJECT NUMBER 7 MTC3979HRl l HANDRAIL,HORIZONTAL 4 16.60 LBS NYNYCO2239A 8 MTC3979HR72 HANDRAIL,HORIZONTAL 2 21.11 LBS - 9 MTC3979HR73 HANDRAIL,HORIZONTAL 2 6.51 LBS DISH WIRELESS PROJECT INFORMATION 10 MTC3979HR14 HANDRAIL,HORIZONTAL 2 5.44 LBS ® b 11 MTC3979HR15 PLATE.HANDRAIL TOEBOARD 2 16.52LES ® ® NYNYCO2239A 12 MTC3979HR16 PLATE,HANDRAIL TOEBOARD 1 20.83LBS I REMOVE UPRIGHT POSTS(MTC396620) 61405 MAIN ROAD ROUTE 25 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS - BOLT IN 4"X4"TUBE FOR MTTC3983 Y 14 MTC3979HRIB PLATE,HANDRAIL TOEBOARD 1 5.37 LBS USE TS1275 IN PAIRS TO ATTACH 15 MTC3979HR19 ANGLE BRKT.HANDRAIL 12 0.32 LBS TOEBOARDS. SOUTHOLD, NY 11971 16 T51220 12-24X2"SELF DRILLING SCREW 16 0.03LBS US TS1220 IN PAIRS TO ATTACH 17 T51275 TEK SCREW#12 X 3/4,WITH NEOPRENE WASHER 48 0.02 LBS HANDRAILS TO 4X4 POSTS. REMOVE UPRIGHT POSTS(MTC396620) SHEET TITLE BOLT IN 4"X4"TUBE FOR CANOPY APPLICATION EQUIPMENT DETAILS — 4 USE TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER A-7 EQUIPMENT PLATFORM HANDRAIL DETAIL NO SCALE 4 DISH Wireless LLC.TEMPLATE VERSION 34 - 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND-48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY-48V. 1. CONTRACTOR SWILL FIELD VERIFY ALL PROPOSED d.*.sh UNDERGROUND UTILITY CONDUIT ROUTE r 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SWILL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.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. V LLC 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH FE DRIVE LTITLEfON, COC 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. 0j�1 VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. S. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS ENGINEERING P.C. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHILL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. 90 E. HALSEY ROAD, SURE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 25D. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES,PULL BOXES,AND ALL DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. y4 OF Ne K Mg1�Op PROPOSED UNDERGROUND POWER 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. — CONDUIT(LENGTH: 72'-0't) L 13.ALL TRENCHES IN COMPOUND 1C BE HAND DUG vi �OFFSSIONI`\' P&00( � °�� EIN K McKEON —.— —.—. O NEW YORK LICENSED PROFESSIONAL �i � • �� ENGINEER-LICENSE NUMBER:0953741 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ` I o OF A UCENSED PROFESSIONAL ENGINEER, — 11 PROPOSED DISH WLrd•p LLC TO ALTER THIS DOCUMENT. —J UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY:APPROVED BY: �I O PROPOSED UNDERGROUND FIBER JRF JWS JKM CONDUIT(LENGTH: 6O'- :h) RFDS REV 3 �I CONSTRUCTION DOCUMENTS SUBMITTALS f REV DATE DESCRIPTION 0 00-70-21 ISS11D FOR PE10R 1 11-05-21 ISSUED FOR POW 2 11 TD-21 LSSM FOR PE111R J 01-04-22 CLIENT OOIRR]OS EXISTING PAVED PARKING AREA 4 05-10-22 CLIENT COMMIM 0 00-01-22 CIiNF CINIM 14 EXISTING _ 0 01/0/23 CIMIT CON070S BUILDING ER NYN CO2239A [V p DISH WIRELESS PROJECT INFORMATION E AUG 61405 NYNYCO2239A ' MAIN ROAD, ROUTE 25 4 y SOUTHOLD, NY 11971 - - SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 UTILITY ROUTE PLAN 12' 8• 4' 0 10' 20' P,� ELECTRICAL NOTES NO SCALE 2 3 32770' DISH WIr•lw 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. • r 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. ,sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wireless LLC U 0 () FIBER DISTRIBUTION PANEL MANAGER FOR CLAIRJFICATKIN, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES LLC 12AWG WIRE (Affirmlem PROPOSED DISH Wireless LLC NOTE FIBER PROVIDER . WILL NEED TO PROVIDE AN 2 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TAIL) L.L.C. PROPOSED FIBER ENCLOSURE PROPOSED DISH Wireless LLC NID FIRED ADDITIONAL 5FT UNLSTRUT, STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS 2 U-BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. f L ::T L.L.C. UNI IN THE EVENT THE 5701 SOUTH SANTA FE DRIVE u BRACKET SPACING DOESN'T LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DIS LINE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC LLC. UNI SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 00 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC L.L.C. -1/4- FLEX CONDUITSC. �^1 VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF WILL NEED TO BE POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND TERMINATED BY FIBER 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH Wireless LIC INSTALL 1-1/4' LIQUID TIGHT PROPOSED DISH PROVIDER ON OTHER SIDE OF L.L.C. 12 AWG WIRE (6' CONNECTORS, UL LISTED, NYLON Wireless LLC LLC. CONNECTORBIJLKHEAD/S E MATERIAL,WITH O-RING GASKET 8. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DLSTWBUTION CONNECTOR WHERE CIRCUIT 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND GABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. BREAKER IS TERMINATED. FIBER PROVIDER TO INSTALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. IN I PROPOSED DISH Win ✓4 less LLC 1-1/4' FLEX CONDUITS BEBETWEENAZIMUTH N L.L.C. FDP TELfA BOX NID PROPOSED FIBER PROVIDER 10 AMP DISTRIBUTION BREAKER E N G 1 E E R I P2 G P.C. S. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLC 0 FIBER LATERAL EET. RIGHT PROPOSED DISH Wireless LLC INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. OF WAY TO STREET, L.L.C. LLC. PROPOSED DISH Wlrels5e LLC mrn}]g�g PROMEWFAASH Winless LLC TERMINATED TO FOP L.L.C. PROPOS 919"W=LLC 90 E. HALSEY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wireless LLC 12 AWG WIRE PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULL BOXES, AND ALL 1�SJ/21 rnlr LL L►1?BINET L.L.C. M N 1 1/2'FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. D n N 7 1/? LBQt HTO Cn XE[ INSTALLS 1-1/2'CONDUITS FROPOSEb DIS Wi LLC PROPOSED DISH Wlnlass LLC D PROPOSED DISH Wireless LLC FOR POWER AND FIBER LLC. 2'CONDUIT FROM L.L.C. L.L.C. 2'CONDUIT FROM 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL CABINET COMMERCIAL FIBER VAULT 1-1/2' POWER FROM CABINET COMMERCIAL FIBER VAULT OF IVE&v, 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 5' Y K M o 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. 3 ELECTRICAL NOTES No sGALE DARK TELCO BOX — INTERIOR WIRING LAYOUT No scuE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) No sGALE 3 SsoN�� \ SERF K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 PROPOSED 5 SINGLE MOUNTED METER SOCKETS ON E)USTNG H-FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON, WITH 1 EMPTY METER PROPOSED DISH Wireless UNLESS F ATMLCENSEDARE ACTING UNDER THE PROFESSIONAL ENGINEER, SPACES (BY OTHERS) LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Winless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY:APPROVED BY: CABINET POWER SECTION JRF JWS JKM M M M M M 200/3 RFDS REV #: 3 -CONSTRUCTION PROPOSED , P - '_ _.G .., ._�a ?. �,ibOCUMENTS PROPOSED DISH DISH y >, �!Is Wireless 120 208V 10 3W LLC I t, / PROPOSED ;,;I SUBMITTALS AC CABINET TEM MESA CABINET r, REV'--"D TE DESCRIPTION CABINET AUG 3 (BY OTHERS) ? C L.. D 09-2D-21 ISSUED FOR PEMU • 2' RIGS ! + 1 11-QS-21 tS9ED FOR PE78R SEE TRENCHING NOTE 1 -2 11-40-21 is M FOR Pfmrr BACKFlLL PER SITE � C;;:�n^I�'T.^ TRENCHING NOTES WORK SPECIFICATIONS ? 80 �; ustees 3 Da.o1-n a�xr a>ronS 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) - ------- ...�..._'_-.� ._4_. .05-1.0-22 CLEW a7Mo11111 TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 5 0e-01-22 CLEW wroirs CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS AREAS,OR WITH LOCAL REGULATIONS Fin PWR PWR PWR PWR— 1r PWR a 01/03/23 CLEW COWE1115 SEE TRENCHING NOTE 2 �— 7 0s/n/23 amrt 00MmGs REPLACING ASPHALT OR CONCRETE PWR PWR PWR PWR PWR —PWR AREAS TO ITS ORIGINAL CROSS 6'WIDE WARNING TAPE / AB:E PROJECT NUMBER SECTION, �/\ / FEIR FBR FBR FEIR FBR NYNYCO2239A 2 TRENCHING SAFELY; INCLUDING, 4 �� / 5 c5 DISH WIRELESS PROJECT INFORMATION BUT NOT LIMITED TO SOIL / /\ m � PVC SCH. 40 CONDUIT FOR FIBER CADWELD CLASSIFICATION, SLOPING,AND (CM TO CONFIRM) NOTE SHORING, SHALL BE GOVERNED W20 RISER DIAGRAM IS FOR REFERENCE NYNYCO2239A BY THE CURRENT OSHA _ -. o� 61405 MAIN ROAD, ROUTE 25 TRENCHc a \/ m ONLY. WIRE SITES AND FINAL WIRING SIµ �CAVAnoN c / :',-.:,•'. ; // �- PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 R j c: ' COMPLETION OF UTILITY CONSULT. z 3. ALL CONDUITS SHALL BE W / GROUND ROD INSTALLED IN COMPLIANCE WITH Ni i s:2 THE CURRENT NATIONAL '' UTILITY WARNING TAPE SHEET TITLE ELECTRIC CODE (NEC) OR AS PVC SCH. 40 CONDUIT ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE AND RISER DIAGRAM JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER E-2 TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM TNO — 5 DISH Winless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 12UTILITY COMPANY 0/2 10 SERVICE PROPOSED GENERATOR PROPOSED POWER PROWLIM CABINET DELTA NETWORK CABINET NOTES CAMLOCK GEN PLUG 120/24OV, 1 PH, SERVICE ELITE-X DC PLANTCE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY • OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UmLIiY SERVICE N3R, 65K/10K AID SERIES RATED. WIRE (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75'C) ENTRANCE MAIN BREAKER WITH v 120/240 VAC 200A 20a INTERLOCKED GENERATOR 8 FOR 20A OCPD WIRE DEBATING:0.8 x 25A- 20.OA l� MPH N 65K FEED, 200A 10K AIC (2) PROPOSED FOR 40A OCPD WIRE DEBATING: 0.8 x 50A- 40.OA 1.0' EMIT CONDUIT Wsh C>-(3)3/0 WITH /6 GROUND O SURGE SUPPRESSION CONDUIT SIZING: AT 4oX FILL PER NEC GRAPIER 9, TABLE 4, ARTICLE 358. a LLC IN 3'SCH 40 CONDUIT DEVICE 140KA MOV 1.0' CONDUIT- .3460 SQ* IN AREA NEW 200A, 120/240V, 11131Y, 01 02 3.0' CONDUIT- 3.538 S0. IN AREA NEMA 3R UTILITY COMPANY M GFCI 15A PROPOSED 2 8, 148 SHARED GND. FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE APPROVED METER ENCLOSURE 03 04 LITTLETON, CO 80120 15A 05 06 (2 CONDUIT): USING THWN-$ CU. PROPOSED 2 8 RECTIFIER CONDUCTORS SPACE 07 08 40A FOR RECTIFIER 2 #8 - 0.0366 SO. IN X 4 - 0.1464 SO. IN (3) 3/0 WITH#6 GROUND O1 SPACE #8 - 0.0366 SQ. IN X 1 - 0.0366 SO. IN <GROUND w�1 IN 3'SCH 40 CONDUIT SPACE 10 40A PROPOSED 2 8, 1 8 SHARED GND. FOR RECTIFIER 2 TOTAL - 0.1830 SO. IN • 11 12 NEW 240V, 20OA 200AF, SPACE 13 14 RECTIFIER &GFCI CONDUCTORS 2P, NE]IA 3R,SERVICE SPACE IS 16SPACE #12 - 0.0133 SO. IN X 2 - 0.0266 SQ. IN RATED DISCONNECT SWITCH. /8 - 0.0386 S0. IN X 2 - 0.0732 S0. IN SCCR 100kA 200 SPACE SPACE18SPACE /8 - 0.0366 SO. IN X 1 - 0.0366 SO. IN <GROUND SPACE 19 20SPACE TOTAL - 0.1384 SQ. IN AZIMUTH SPACE 21 SPACE ENGINEERING PC SPACE 24SPACE to' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE 90 E. HALSEY ROAD, SUITE 104 SPACE SPACE PROPOSED 2/12 PARSIPPANY, NJ 07054 FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, W. /4 CU (GROUNDING Oj (3) 3/0 WITH/6 GROUND 3/0 - 0.2879 SO. IN X 3 - 0.8037 SO. IN ELECTRODE CONDUCTOR) IN 3'SCH 4O CONDUIT SERVICE/FEEDER CONDUCTOR LENGTH TABLE #6 - 0.0507 SO. IN X 1 - 0.0507 SO. IN <GROUND (BASED ON INDUSTRY STANDARD 3X VOLTAGE DROP AND SX NEC CONDUCTOR SIZES ABLE LIMIT) TOTAL - 0.8544 SO. IN S',tE OF NEK,R,O gV K � DESGN LOADS 250 kemll Al 300 kemD AL 3/0 W 4/0 CU 250 kemll W 300 kemR W 3.0' SCH 40 PVC CONDOR IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRE AS INDICATED ABOVE Ommaus Law OIEC E !� 13W 155' 145' 180' 215' 255' G 3MT VOLTAGE DROP O PPC FEED CONDUCTORS 0 CONDUIT): USING THINK AL A (NEC A�rasE�a1 22W 250' 24W 3OW 360' 425' 250kcmll AL - 0.3970 SO. IN X 3 - 1.191 SO. IN =VOLE #4 AL - 0.0824 SO. IN X 1 - 0.0824 SOAN <GROUND NOTES' TOTAL - 1.2734 S0. IN \ 1. 2150 MCM/KCMIL AL+#2 AL GRID MAY BE USED AS A REPLACEMENT FOR 3/0 CU+ /6 CUGRIDSERVICE CONDUCTOR FROM THE DISH WTmku L.L.C. FIRST MEANS OF DISCONNECT/UTLRY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO LIMIT VOLTAGE '3.0 SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOT OF4 AL () N7RE5, I/ Y DROP TO 3X. �ERQM K McKEON 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 75'C. INCLUDING GROUND WIRE AS INDICATED ABOVE NEW YORK LICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE AHT CORROSION ENGINEER-LICENSE NUMBER:09S374-1 CONDUCTIVE LUBRICANT'ON CONNECTIONS BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, SOOV, 4. PPC MAIN DISCONNECT CRCUIT BREAKERS ACCEPT#4-30OKCMIL AL OR W CONDUCTORS. AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE-LINE DIAGRAM. CONTRACTOR WAY S. VOLTAGE DROP FOR SINGLE METER ENCLOSURE FED FROM TRANSFOfdM WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE R IS A VIOLATION OF LAW FOR ANY PERSON, SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE 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 15 CALCULATED FROM THE METER TO PPC. (FEEDER CONDUCTOR LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, BR�IrFRc REO IRm: 7. VOLTAGE DROP CALCULATIONS ARE EASED ON A POWER FACTOR OF 1,A LINE TO GROUND VOLTAGE PER CONDUCTOR OF 12OV, NO TO ALTER THIS DOCUMEJr. (3) 4WD 2P BREAKER - SQUARE D P/N.`00240 CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT-CARRYING (2) 15A 1P BREAKER - SQUARE D P/N0011S CONDSHORUCTORS DISTANCESNGLE THAN CONDOSHOWN T R RA AY.A POWER FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN DRAWN BY: CHECKED BY:APPROVED BY: JRF I JWS JKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE 1 DOCUMENTS SUBMITTALS PANEL NAME I LOCATION VOLTAGE 240/12010 MOUNTING/ENCLOSURE:SURFACE/NEMA 3R DELTA EQUIPMENT PLATFORM MAIN C/B:200AMPS AVAIL FAULT CURRENT: REV DATE DESCRIPTION BUS RATING:20D AMPS SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED 0 OD-2D-21 bSIUIED FOR PERMIT AMPS WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT AMPS 1 11-015-21 ISSUED FOR PERMIT POLES POLES 16/1 2#12 1#12G R INTERNAL GFCI 0.18 1 1.6B 2 1.50 RECTIFIER EO SEE ONE LINE 40/2 2 11 70-21 6S1kD FOR PFSiIR 151 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1S0 EO '-" "'-_"-"- "- "3--=D{-01-22 CltlR OOIIOAS SPACE 5 1.SO 6 140 RECTIFIER EO SEE ONE LINE 40/2 -OS-10-22 CI�IT COM�NDIS 4 S SPACE 7 1.50 8 1.50 EO SPACE 9 1.50 10 1So RECTIFIER EO SEE ONE LINE 40/2 F yj[[ -e l; DMF-01-22 ClE1R C01IEM5 SPACE 11 1.50 12 1.50 EO ; 1��_.�---.-.R=,_._,._��. SPACE 13 14 SPACE ilj--�jl egi oVom CLIENT1. CONTENTS SPACE 17 18 SPACE I I'' 7 / SPACE is 16 SPACE I 06 7/2S C1ENT COIIE7NI5 SPACE 19 20 SPACE a AUG ��,/.� SPACE 21 22 SPACE I U nrt,'rf A NYNYCO2239AE PROJECT ER r r i�� t SPACE 23 24 SPACE I I ! ;PHASED LOAD dISH WIRELESS PROJECT INFORMATION 4.7 4.7 KVA TOTAL CONNECTED LOAD 9.4 IAA 39 A I -"-"'-""-" TOTAL DEMAND LOAD 1 9.4 WA I 39A So-fthU:.^.•Tov.`R 'NYNYCO2239A LOAD DESCRIPTION CONN.LOAD DEMAND DESIGN LOAD 3ear�ri T^.viees TYPE KVA AMPS FACTOR KVA AMPS ---_-------_.�-.-_--____..___.._ _ _ 6.1405.IMAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 SOUTHOLD, NY 11971 R RECEPTACLE OA 1.5 NEC 0.4 1.5 M MOTOR 0.0 0.0 NEC 0.0 0.0 H HEATING 0.0 0.0 1.00 0.0 0.0 AC HVAC 0.0 0.0 1.00 0.0 0.0 EO EQUIPMENT 9.0 37.5 1.00 9.0 37.5 SHEET TITLE E EKISTING D.o 0.0 1 1.25 0.0 0.o 1 ELECTRICAL ONE-LINE, FAULT 'ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 DISH Wirelus L.L.C.TEMPLATE VERSION 34 - 08/11/2021 PROPOSED • EXOTHERMIC CONNECTION •T TINSPECTIONTGRUNSL RODEVE WITH BUSS BAR • MECHANICAL TEST WELL INSULATORS MECHANICAL CONNECTION -- T• . —. — -—. —� I � • � --- f8 AWG STRANDED R INSULATED GROUND BUS BAR � PROPOSED 4702 x1/4-TINNED L #2 AWG SOLID COPPER TINNED I COPPER GROUND BUSSBAR O GROUND ROD d.sh . BUSS BAR INSULATOR >A LLC BOND PROPOSEDEQUIPMENT PLATFORM TO PROPOSED GROUNDING ELECTRODE \ I 5701 SOUTH SANTA FE DRIVE SYSTEM ". 4) i - i \ GROUNDING LEGEND LITTLETON, CO 80120 BOND H-FRAME POST TO ' j' I, - PROPOSED TOWER GROUND RING UNI-STRUT(TYP.) I I ',:!-._. J%;_ !,;- (FEILD VERIFY (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE SUPPORT POSTS TO 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND(e) ----- COMPLIANCE WITH NEC SECTION 250 AND DISH Wirelew LLC L.L.C. GROUNDING AND BONDING ALL ) PROPOSED TOWER \ REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. �" (BY OTHERS)#2 AWG BURIED GROUND3. ALL GROUND CONDUCTORS SHALL BE COPPER: NO ALUMINUM CONDUCTORS SHALL BE USED. r'—. �- ,' / ,i I RING 30-BELOW GRADE--- j ! T j �' \ AZIMUTH PC. ENGINEE RING #2 TINNED SOLID IN 1/2' I GROUNDING KEY NOTES M IN. LIQUID TIGHT CONDUIT I I °o FROM 24- BELOW GRADE 1 TO WITHIN 3'TO 6' OF r- jT.j _ l ' ° .. 90 E. HALSEY ROAD, SUITE 104 I ,�;�� ice: �I:a �'' ''� ° � EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW CAD-WELD TERMINATION •: _ _ OA GRADE, OR 8 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL PARSIPPANY, NJ 07054 POINT. EXPOSED END OF 1 OR FOOTING. THE LIQUID TIGHT CONDUR I I MUST BE SEALED WITH I! I I °'V ° ° TOWER GROUND RING:THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK (TYP) = _ _ AlY ANCHORS. WHERE SEPARATE SYSTEMS HAVE PROVIDED R THE TOWER AND'ME BUILDING,AT LEAST TWO BONDS SHALL BE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. OF NEWyO INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE • Il • - __ - PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND • O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN - y BOND EQUIPMENT AS INSULATED CONDUCTOR. REQUIRED BY MANUFACTURER �D BOND TD INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SMALL BE p 0853 O PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE 9pFFSSIONtY PROPOSED EQUIPMENT GROUND RING TO BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) GROUND ROD: UL LISTED COPPER CLAD STEEL.. MINIMUM 1/Z DIAMETER BY EIGHT FEET LONG. GROUND ORODS SHALL BE INSTILLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF y R K McKEl GROUND RING CONDUCTOR NEW YORK LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 ENGINEER-LICENSE NUMBER:095374-I CELL REFERENCE GROUND BAR, POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT OF FRAMES.ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. D IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND BAR- BOND TD THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, `'-,�l",_, O INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. PRESENT,THE CRGB MUST BE CONNECTED TO THE WATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2)TWO#2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE'ENTRIWCE TO THE CELL SITE BUILDING. BOND JRF JWS JKM BULKHEAD (TYP) I TO GROUND RING WITH A#2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND EE O INSPECTION SLEEVE RFDS REV #: 3 AUG v I �'!':?; EXISTING MAST PROPOSED ANTENNA ) O TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR DTTEPoOR GROUND RING. I -- I I FRAME RONDINIQ THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ROUND MEMBER I OJ IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS - ADAPTER PROPOSED STEALTH CANISTER I I INTERIOR uNT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METAWC UNITS LOCATED WITH THE AREA O OF THE INTERIOR GROUND RING REQUIRE A#6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS ._- -_.._ __ llllllllJllllllllllllJlllllllllllllll! INTERIOR GROUND RING. 3/6' HEX OR I I REV DATE DESCRIPTION EXISTING MAST FILLSTER BOLT FENCE AND GATE GROUNDING: METAL FENCE'S WTWN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 0 0e-20-21 ISSUED FOR PERMIT I BONDED TO"EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A 02 AWG SOLID 1 11-0!l-21 6511FD FOR PTe,B LOCK WASHER O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH BUS BAR LAND FLAT WASHER I I I GATE POST AND ACROSS GATE OPENINGS. 2 t1 90-21 ISLAND MR POW ' I 3 06-01-22 Cl CgeOAS EXTERIOR UNIT BONDS* METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BULLRING, SHALL BE BONDED 10174" GROUND O TO THE EXTERIOR GROUND RING. USING 02 TINNED SOLID COPPER WIRE 4 0e-10-22 CLIENT oorEmS BUS BAR EXISTING MAST I O FUND RING. BONDED TO THE GROUND RING WITH #2 AWG BAIL a oe-ol-ri a�T cateons �' ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SWILL BE N TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED a ot/o3/23 eLLFnr comas ROUND MEMBER I I 7 Dill aaNT COMMENTS ADAPTER STAINLESS STEEL HOSE CLAMP #2 AWG STRANDED DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER sraNLE55 sTm I I COPPER GREEN OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS. BATTERY REPLACEMENTS AND NYNYCO2239A HOSE CLAMP 6'td-GROUND BUS BAR INSULATED (TYP) O INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS T SMALL BE REQUIRED TWAT SERVICE (TOTAL OF 1) I O CONTRACTORS NDNTUUCT R�F'ROPoM THE DC SYSTEM COMFY ALL DC POWER SYSTEMS AAMONRE EDRETURRNN BUSS DIRE CONNECTED WITH A MASTER TORTHERCELLL SITE DISH WIRELESS PROJECT INFORMATION REFERENCE GROUND BAR NYNYCO2239A OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 REFER TO DISH Wtrelea LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING ELEVATION SHEET TIRE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL T—NO sauE 2 GROUNDING KEY NOTES 7 1 NO SCALE 3 DISH Wlnleee L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY • PROPOSED GPS UNIT CABLE GROUNDING�L4I REQUIRED WHEN ANTENNA IS LESS THAN 10' FROM CABINET ----------------------- PROPOSED GPS UNIT — .sh ` ` I - LLC ---------- 1 0 - o ------ PROPOSED PIPE COLUMN i PROPOSED POST F- --------- --- #2 AWG GROUND i 5701 SOUTH SANTA FE DRIVE CONDUCTOR TO GROUND e PROPOSED GPS UNIT LffTLETON, CO 80120 j o MOUNT OR APPROVED i PROPOSED PIPE CLAMPS 11 PROPOSED DISH EQUIVALENT Wkdan LLC �\ L.L.C. POWER I Q O PROTECTIVE 1 1 CABINET I RESERVED SPACE FIBER NID, IF REQUIRED I G o -4- AZIMUTH G 1/2•COAX CABLE 8' � P MINIMUM BENDING RADIUS \ ENGINEERING P.C. It I PER SPECIFICATIONS LEMA UFACTURER'S ---- `� --- TO GROUND -4 (�----------� 90 E. HALSEY ROAD, SUITE 104 III PROPOSED i PARSIPPANY, NJ 07054 No SLUE I 1 VI DISSHL Wimi•Cn I TYPICAL GPS UNIT GROUNDING NO sraLE 2 I,1 SAFETY SWITCH. / I f INSTALL IF / I 11 /III I REQUIRED BY LOCAL UTILITY It OF NER. COMPANY i I I yqP Y K M ., i ;7 III FIBRERREENNCLOSURE boy I r ` I , ,• PROPOSED #2 AWG TIE / i i j • INTO GROUND RING (7YP) I 1 r1 I '6RE�1�K McKEON i I I I I I PROPOSED PLATFORM NEW YORK LICENSED PROFESSIONAL #2 TINNED SOLID IN 1/2' MIN. LIQUID a ENGINEER-LICENSE NUMBER:095374-1 O TIGHT CONDUIT FROM 24' BELOW GRADE /� ' BUSS O O a 60 ``�` TO WITHIN 3•TO 8. OF CAD-WELD / BAR O O O O O Y 1 TERMINATION POINT. EXPOSED END OF / 1 R IS A VIOLATION OF LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE I BOND EQUIPMENT �\ I I �I j \ UNLFSOF A L THEY ICENSED PRO�IONAAL ER TMENGIN�ON SEALED WITH SILICONE CAULK. (TYP) 1 I GROUND BAR TO / L--I I 1 TO ALTER THIS DOCUMENT. 1 I GROUNDINGELEC , L-J 1 1 II SYSTEM (T i I PROPOSED GROUND RING DRAWN BY: CHECKED BY:APPROVED BY 1 1 �) 1 1 I I I 00 / 1 I; 00 JRF JWS JKM BASE CONNECTION PROPOSED RFDS REV #: 3 GROUND RING # CONSTRUCTION DOCUMENTS H-FRAME GROUNDING DETAIL No SCALE OUTDOOR CABINET GROUNDING 7NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12•DIA x 24• DEEP O 09-2D-21 SSUED FOR PMffF INSPECTION SLEEVE PVC /2 TINNED SOLID IN 1/2• MIN. LIQUID OR SOIL PIPE WITH CAP t tt-ae-zt SSUm FOR PERNF TIGHT CONDUIT FROM 24'BELOW GRADE OR EQUIVALENT 2 1t-O-21 MSUED FOR POW TD WITHIN 3'TO 8'OF CAD-WELD A 0 PIPE 1•-0• TERMINATION POINT. EXPOSED END OF �� it D 0"4-22 CLIENT COMktN S THE LIQUID TIGHT CONDUIT MUSE BE i _s._,.alto-2z cuxr oorons SEALED WITH SILICONE CAULK. / FINISHED GRADE p Jr- :3INCLUDE;WARlIING,TAP,E=WRF1 i" i °- p;°o p,o o po 0 0;o o.o °o°o p =ILL'Tr ER (i = a Oe-ot-z2 cLrort ca•ons GRADE _0 a, -xi p_..p: pq..p.'o ;1-- ::w - ±' ._a ?oi/w/a2 C111R COLORS I I i � � ,�\//\//�/\\/�\/�\/ /�\jam\j�\\\/�\//• - / / / / ss' \ / / / / \� ; :.y d'��'i�A&E PROJECT NUMBER AUG r NYNYCO2239A EXOTHERMIC CONNECTION p=� v + -c i DISH WIRELESS PROJECT INFORMATION 3/4'CRUSHED STONE OR ro=� `I i\ / /�//\\\ WEDITUHI�N FILL oTEST FTOP o� - -- - _ 01 NYNYCO2239A �/ GROUNDING LOOP CONDUCTOR =' 6140 MAIN ROAD, ROUTE 25 SSOUDGROUN BARE-TINNED 'T -- ;SOUTHOLD, NY 11971 CADWEL (TYP) 1 I I GROUND RING ' COPPER CONDUCTOR w I I COPCODR TITLE TIE INO EXISTING PER CONNUCTO GROUNDING DETAILS GROUND RING u EXTERIOR GROUND RING GROUND ROD, 1/2' MIN. x 8'-0' LONG COPPER CLAD STEEL SHEET NUMBER (ERICO #825880) - G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 DISH Wirelaaa L.L.C.TEMPLATE VERSION 34 - 06/11/2021 1. EXOTHERMIC WELD (2)TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC v NOTE MINIMUM OF 3 THREADS *S/S OLT(It?) WELD. TO BE VISIBLE(TYP) PLIT WASHER (TYP)2. ALL EXTERIOR GROUNDING HARDWAI2E SHALL BE STAINLESS STEEL 3/8' DIAMETER OR LARGER. 12'MIN ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH 1Z AN ANTI-OXIDANT COMPOUND BEFORE MATING. HYBRID CABLE LAT WASHER (TYP) V LLC 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. a`. LUG (TYP) L117LEfON, CO 80120 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON IAT WASHER (TYP) THE BACK SIDE WEATHERPROOFING KIT TIN COATED SOLID (SEE NOTE 3) COPPER BUS BARUT(TYP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CABLE GROUNDING KR CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. AWG _ CONDUCTORR WITH TDED COPPER WN ER B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARREL (NO SHINERS). INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 de 2) AZIMUTH ENGINEERING P.C. 90 E. HALSEY ROAD, SURE 104 TYPICAL GROUNDING NOTES No SCALE CONNECTION OF HYBRID CABLE GROUNDING KIT No SauE 2 LUG DETAIL NO SCALE 3 PARSIPPANY, NJ 07054 TO HYBRID TRUNK MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HFAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO �Ptg OF NEIyAO ICE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE y v K b�y�gf ALL INTERIOR TWO-HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL 2 CONNECTORS • 3/8' DIA x1 1/2' 3/8' DIA x1 1/2' (GREEN, 60OV,TTHWN WIRE WIiH BAR LOCATEDPROPOSED PAERM�GROUND `op INSULATION (OR AS PROVIDED Io i i i i (BONDED TO TOWER STEEL) S/S NUT S/S NUT AOFEssroN1� WITH GROUND MOT) (RYP) S/S TACK S/S LOCK WASHER --- ------- WASHER "ER�M K McKEON --- ------- PROPOSED HYBRID TO I / � / NEW YE R-LICENSED PROFESSIONAL S/S J ------- W ET J ------- ENGINEER-OCENSENUMBER:095374•I ANTENNA (TYP) _-- _-- TINNED COPPER TINNED COPPER GROU ITBI1R GROUNDING BAR IS A VIOLATION OF LAW FOR ANY PERSON, NDING --- ------- --- ------- UNLESS THEY ARE ACTING UNDER THE DIRECTION S/S FLAT S/S FLAT OF A LICENSED PROFESSIONAL ENGINEER, WASHER � WASHER �� TO ALTER THIS DOCUMENT.EXISTING MONOPOLE --- ------- --- ------- DRAWN BY: CHECKED BY:APPROVED BY: S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) JRF JWS JKM 1/16' MINIMUM SPACING 1/16' MINIMUM SPACING RFDS REV #: 3 /6 AWG 2 HOLE LUG (TYP) CONSTRUCTION HYBRID CrM FOR) DOCUMENTS TRAY ORECEPVIA BRIDGE TYPICAL INTERIOR TWO HOLE LUG No scuE 5 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION EXISTING GROUND WIRE 0 Oe-0D-21 ISSM FOR PEMU 1 11-0e-21 BSUED FOR PEIMU EXISTING TOWER PIER/ 2 11-0-21 �11FD FOR ppBR FOOTING 3 04-04-22 CIDR CORMS GRADE 4 05-10-22 CUDIT COIYFMS ' e 00-01-22 CLlE71f COMMENTS INSPECTION a 1 01/03/23 cDIAOI S _7. 0e/17/23 a�Mr commm EXISTING RING Ii �MaV Ea-. G ^j'._�, �! t�,Jr '-- p A&E PROJECT NUMBER GROU —— —— —— —— —— f ; a{I :— �r s . � i NYNYCO2239A 4'JC l € i; i OISHNWIRELESS PROJECT INFORMATION Jam ; NYNYCO2239A p AN !6140 MAIN ROAD, ROUTE 25 y4 — [SOUTHOLD, NY 11971 NOTES:• Scrhvi T,:r SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS. ALL MECHANICAL GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. SHEEP NUMBER G-3 TYPICAL ANTENNA CABLE GROUNDING No SCALE 4 NOT USED No SCALE $ NOT USED No SCALE Q DISH Wireleee L.L.C. TEMPLATE VERSION 34 - 08/11/2021 LOW BANDS (N71+N26) AWS • OPTIONAL — (N29) (N66+N70+H—BLOCK) r HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING v ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH s h LOW—BAND RRH PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT ♦ 4EN PORT 2 PORT 3 PORT 4 (600 MHz N71 BASEBAND) + + SLANTSLANT + SLANT — SLAM + SUNT — SLANT + SLANT — SLANT — SLANT + SLANT — SLANT �S(850 MHz N26 BAND) + �Sn LLC (700 MHz N29 BAND) — OPTIONAL PER MARKET ADD FREQUENCY COLOR TO SECTOR BAND RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH LITTLETON, CO 80120 ORANGE ORANGE RED I ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHffE R ORANGE R ORANGE ORANGE _ pOR ORANGE ORANGE — PO — PO ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID—BAND RRH RED BLUE GREEN AZIMUTH (AWS BANDS N66+N70) RED OLE RED RED BLUE BLUEBLUEi��i GREENGREEN10E ADD FREQUENCY COLOR TO SECTOR BAND(CBRS WILL USE YELLOW BANDS) PURPLE P RED RED PURPLE PURPLE BLUE PURPLE PURPLE GREEN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 PAR PURPIF PURPLE _ R PURPLE PURPLE _ -pOR PURPLE COLOR IDENTIFIER 2 tE OF NEII WMI01/10111SCREET CABLES EXAMPLE EXAMPLE 2 EXAMPLE 3 CANISTER pj•S�Y K 4 COAX/1 COAX /2 e INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (AUPw`) * r ALONG WITH FREQUENCY BANDS. G EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS RED RED RED RED `�� os531� ALL SECTORS, BOTH LOW—BANDS AND �OFESSIONNV� MID—BANDS. BLUE BLUE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN CBRS ONLY, ALL SECTORS ;ER K McKEON EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW NEW YORK LICENSED PROFESSIONAL MOUNTED RRHs. ENGINEER-LICENSE NUMBER:095374-1 RPLE IT IS A VIOLATION OF LAW FOR ANY PERSON, nKR JUMPERS TO RRN@ LOW BAND RRH MID BANC RRH LOW BAND RRH MID BAND RRH LOW BANC RRH MID BANC RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. LOW—BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY: PPROVED BY• ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE JRF JWS JKM RFDS REV # 3 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW—BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY RED BLUE BLUE GREEN GREEN DOCUMENTS PURPLE ORANGE ORANGE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTE119% 1 ANTENNA ANTENNA i ANTENNA 1 ANTENNA 1 ANTENNA 1 0 00-7D-21 ISSUED FOR PERMIT MD WO LOW BANC MID BAND LOW BAND MID BAND LOW BAND 1 11-00-21 ISSUED FOR PERMIT RET CONTROL IS HANDLED BY THE MID—BAND N IN IN IN IN IN 2 11 70-21 ISSUED FOR PERMIT RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 3 01-04--22 CLENT COMMEW15 SEPARATE RET CABLES ARE USED WHEN E i BLUE BLUE CREEK GREEN 4 05-10-22 CLIENT COMMENTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH B OB-01-22 GD1T COMI"TS LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE B O1/03/T3 GDIf OpRORS 7 06/17/23 GDR OGUD11S A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES NYNYCO2239A LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY DISH WIRELESS PROJECT INFORMATION WITH THE AZIMUTH COLOR OVERLAPPING IN THE NYNYCO2239A MIDDLE. wH1TE WHITE wH E WHITE WHUTE WH rE 61405 MAIN ROAD, ROUTE 25 ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. RED RED BLUE BLUE GREEN GREEN MICROWAVE CABLES WILL REQUIRE P—TOUCH WHITE WHITE WHITE WHITE WHITE WHITE SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G-3 RF CABLE COLOR CODES NOT USED 4 DISH WlnNss L.L.C. TEMPLATE VERSION 34 - 06/11/2021 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INf INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR ADDL ADDITIONAL LF LINEAR FEET r e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM OT AGL ABOVE GROUND LEVEL MAX MAXIMUM d.sh EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT w LLC GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD I�� ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH FE ERNE TEST GROUND ROD WITH INSPECTION SLEEVE +MT APPROX APPROXIMATE MIN MINIMUM LiTTLETON, COCO 80120 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MR METAL 11 AWG AMERICAN WIRE CADGE MIS MANUAL TRANSFER SWITCH � DUPLEX RECEPTACLE (f h BATT BATTERY MW MICROWAVE BLOG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2)TWO LAMPS 48-78 F I BM BEAM + NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE AZIMUTH SMOKE DETECTION (DC) SO SOF BOTTOM OF FOOTING OC ON-CENTER ENGINEERING P.C. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT G"nLEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 SIG CHARGING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW O CLG CEILING PCs PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K-SR4-120-PE-DDBTXD CUR CLEAR COL COLUMNPCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x x x x PRC PRIMARY RADIO CABINET COMA COMMON pp POLARIZING PRESERVING OF NEW WOOD/WROUGHi IRON FENCE CONIC CONCRETE �Wt6 f PSF POUNDS PER SQUARE FOOT 5_4V,v K Mf o WALL STRUCTURE CONSTR CONSTRUCTION v7 PSI _ POUNDS PER SQUARE INCH � y LEASE AREA ——————— —— ———— DBL DOUBLE PT PRESSURE TREATED DC DIRECT CURRENT PWR POWER CABINET C 7 PROPERTY LINE(PL) - - - - - - DEPT DEPARTMENT CITY QUANTTiY �Fa NO oesaTn�°� S - ------__ _-------- OF DOUGLAS FIR RAID RADIUS �G�ssIOKP� i/ ICE BRIDGE DIA DIAMETER RECT RECTIFIER G /� DIAL DIAGONAL —f REF REFERENCECABLE TRAY DIM DIMENSION M/ v WATER LINE — Wy IN _ Wy W, IN — RE]NF REINFORCEMENT ER RK K McKEON DWG DRAWING N NEW YORK LICENSED PROFESSIONAL DWL DOWEL REWD REQUIRED ENGINEER-LICENSE NUMBER:0953741 UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGT—UGT—UG RF RADIO FREQUENCY it IS A VIOLATION OF LAW FOR ANY PERSON.T—UGi—UGi— EC ELECTRICAL CONDUCTOR RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER 0l-01l0llp—GNP— EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO O Olaf OHr OFIf RRU REMOTE RADIO UNIT M UNDERGROUND TELCO/POWER —UGT/P —UGT/P —UGT/P —UGT/P — BIT ��ER METALLIC TUBING RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP — EQUAL SCH SCHEDULE JRF JWS JKM EQ S EXP EXPANSION ABOVE GROUND TELCO —ACT —ACT —AGT —ACT —AGT — SIA SHEET SMART INTEGRATED ACCESS DEVICE REDS REV : 3 EXi EXTERIOR SIMILAR ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — EN EACH WAY S SIM PEC SPECIFICATION CONSTRUCTION WORKPOINT Wy P FAB FABRICATION FF FINISH FLOOR 50 SQUARE DOCUMENTS SECTION REFERENCE FG FINISH GRADE SS STAINLESS Ste' X-X FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FLOOR tD) STL STEEL REVDATE DESCRIPTION FLIT FLOOR FIN TEMP TEMPORARY O 09-2D-21 IssRIE PERMIT FOR f DETAIL REFERENCE FEIN FOUNDATION TMK THICKNESS _ FOC FACE OF CONCRETE TMA TOWER MOUNTED AMPLIFIER 2 11-30-21 ISSUED FOR PENU FOM FACE OF MASONRY TN TOE NAIL TOA TOP OF ANTENNA s of-o�zz cLnrt aroRrs FOS FACE OF STUD TOC TOP OF CURB 4 05-10-2 afar 00MMOI S FOW FACE OF WALL S oe-ot-22 afar ODUM 5 TOF TOP OF FOUNDATION FS FINISH SURFACE t"-'_"""-..== _��-~_ e �=ai/w/2s amrt c0uoR5 FT FOOT TOP TOP OF PLATE (PARAPET) I if z� Ia Ij�n E "Ir MEFUS FTG FOOTING TOS TOP OF STEEL -_- _ 06jt7/E OJE wuUMB FZ ` I ? 'A}&E PROJECT NUMBER TOW TOP OF WALL _ D NYNYCO2239A GA GAUGE ;F S a GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION It r GMGROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL it AUG ,� �'V'f DISH 1NI'R�LESS PROJECT INFORMATION GLB GLUE LAMINATED BEAM UG UNDERGROUND ( NYNYCO2239A GLV GALVANIZED UL UNDERWRITERS LABORATORY ( 61.-405 AIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTE OTHERWISE d r-T�^ ti GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM rk3Uil�,� bU t S�UTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD — - ^- HDR HEADER W WIDE SHEET TITLE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDTIiONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING W r WEIGHT GN-1 LEGEND_ ABBREVIATIONS DISH Winlow L.L.C. TEMPLATE VERSION 34 - 08/11/2021 SITE ACTIVITY REQUIREMENTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NOTES: • (NIP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: v LLC L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. 'LOOK UP' - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION d.sh THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC LLC. Wk*hM,LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER-TOWER OWNER NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, Co 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC LLC. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CUMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. ^� 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3, THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF UFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL � �� PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. AIM THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ENGINEERING R.C. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE so E. HALSEY ROAD, SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF PARSIPPANY, NJ o7054 STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). RECORD. 5. ALL SITE WORK TO COMPLY WITH DISH Wireless LLC LLC. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST ACTIVITIES ON DISH Wireless LLC L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TW-1019-A-2012 'STANDARD IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.- FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO °KMwro 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY / SUCH CHANGE OF INSTALLATION. POSSIBLE. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE �FO~�.0953�� AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPUSHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY �0 ESSIDI+N�� REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. j OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, jER� K McKEON B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED NEW YORK LICENSED PROFESSIONAL OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER-LICENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE ORDINANCES AND APPUCABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START IT IS A VIOLATION OF LAW FOR ANY PERSON. OF CONSTRUCTION. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNLESS THEY ARE ACTING UNDER THE DIRECTION NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE To ALTER THIS DOCUMENT. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 9• THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UNLESS SPECIFICALLY STATED OTHERWISE. UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE JRF JWS JKM FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDS REV #: a PROCEDURES. OF INSTALLATION. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNER O 00-2O-21 ISSIAD MR PEW WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 1 11-0e-21 ISSU®FOR PMU THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 2 11-30-21 SSUED FOR PMU UTILITIES. 3 04-04-22 CLort COUE36S 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY s oa-lo-zz cart a�o+Ls 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. a 05-0-22 1 aIENr canons 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. e 01/03/23 CLAM COWAM7 05/17/23 OMIT COL11IMOS 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE PROJECT NUMBER APPLICATION. f Ir •NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 'DISIi 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. +i; 1 i ,NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF fM 6105;/ AIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL I i AUG 2'�2 I SOITHOLD, NY 11971 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. _�,--•.1�� _ n, SC n 0,6;t7 : SHEET TITLE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS Bc2,r�0YTrustees __.__GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. G N-2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wtrnlm L.L.C.TEMPLATE VERSION 34- 06/11/2021 CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEEP • AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUME TO BE 1000 EXTERIOR LOCATIONS. w psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR %v 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTE OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR d.sh MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED -LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE 11 PORTLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER DISH Wireless LLC L.L.C.AND/OR MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. / 5701 SOUTH FE DRIVE 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITrLETON, COco Bot2o 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS 'B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless LLC LLC.'. #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. ^� #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2" AZIMUTH • #5 BARS AND SMALLER 1-1/2- ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4- 90 E. HALSEY ROAD, SUITE 104 • BEAMS AND COLUMNS 1-1/2- PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4- CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE etP��O KNASIV.,p FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. c 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. �oA 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF / gOEFSS101% THE NATIONAL ELECTRICAL CODE. G�i 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT �L CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE LjEREMY K McKEON RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE NEW Y LICENSED PROFESSIONAL GOVERNING JURISDICTION. ENGINEER-UCENSED NUMBER:0953741 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2- PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR ITIS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY:APPROVED BY: IDES). JRF I JWS I JKM 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. RFDS REV #: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DOCUMENTS 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS SUBMITTALS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TIC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. D 0e-2021 ISSM FOR PEW 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 1 11-05-21 SSUM FOR FERIer BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 2 11-30-21 ISSUED MR PUoer 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND a 0"4-22 anlr oouons NEC. 4 05-10-= m1r raeoeS 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR a ue-o1-_ a�xr cmmom EXPOSED INDOOR LOCATIONS. a 011 /: cLoir corms 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. Y`�._-- -- - ,- Y - 1_-05/17/23 1 LxMrtcaM110rs I ; 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE Il ;`. ;'' ' ' jA&E PROJECT NUMBER � GRADE PVC CONDUIT. !i :,•-==--"- Tt -.__--_ �? .�I 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION t] _ g ;,, L„ NYNYCO22METALLIC i' L �671H11'WIRELESS PROJECT INFORMATION OCCURS OR FLEXIBILITY IS NEEDED. �!; L�,F 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET L ' , NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. 61405 MAIN ROAD, ROUTE 25 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE a NEC. SOUTHOLD, NY 11971 I 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). Scar ^ ' st s I 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). - -" " " - SHEET TITLE 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE GENERAL NOTES DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SHEET NUMBER MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR FROM ENTERING.ECON CONDUITS SDS OF NDUITS HALL BE SHALL DLY CLAMPED TO BOXES BYBE TEMPORARILY CAPPED �GALVANIZED MAUSH TO LLEABLE IRON B TO US NG ON NT INSIDEANGALVANIZED OR DIRT GN-3 DISH Wlrelese LLC.TEMPLATE VERSION 34 - 06/11/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES-S) SHALL d.*.sh BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR V/ 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. UV �LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5701 SOUTH SANTA FE DRIVE 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS LITTLETON, CO 80120 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BITS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. �i►� 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY AZIMUTH SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. E N L;I N La E R I N G P.C. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL SE OF NEIy 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND y«4yYKM Yoq_ RING, IN ACCORDANCE WITH THE NEC. - Oti 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND * • CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR F�`9p�ESsow��``'� SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., \ NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. " K MCICEON 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4' NEW YORK LICENSED PROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3' TO 6' OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINEER-LICENSE NUMBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS OFF A ucETNSED PROFESSIONAL TONAL ER THE IN DIRECTION SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO TO ALTER THIS DOCUMENT. THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE DRAWN BY: CHECKED BY:APPROVED BY: (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 00-20-21 IISSM FOR PMff 1 11-06-21 IS=FOR PEIM 2 11 30-21 W=FOR PE]OR 3 04-04,--22 pDR COHEIRS 4 00-10-22 CLIENT OOM EMS O 00-01-22 CIER COIOIIERS O 01/03/23 CIEIR COMMENTS am COIMEMS IL e'4 JA&E PROJECT NUMBER LZ rf.. I g� � NYNYCO2239A NlIRELESS PROJECT INFORMATION g 114 �,p �` a -_•:,% NYNYCO2239A } UG MAIN ROAD, ROUTE 25 i SOUTHOLD, NY 11971 ! I SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wirelow LLC.TBIPLATE VERSION 34 — 06/11/2021 Appendix E Photograph Location Map and Photograph Log Appendix , Of Board of Trustees cv3-UT 200 Iq IE sm 14 SCALE 1"=30' -uTV.TES SHOWN ARE PER FIELD OBSERVATIONS,PARIK ' SURVEY OF ^ PROPERTY 61405 MAIN ROAD SITUATE AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK tg Rl EYING P.C. R:11261 D!126 1 0-kWN-Rz50ETHOI D�DWG F50.4.DIST.1000 SEC.56 ELK.3 LOT 15 ` ---- Glenn Goldsmith,President �o��S� �k Town Hall Annex COGy A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski y .� P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples ��l �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: VHB Engineering, Surveying, Landscape Architecture & Geology, P.C.' on behalf of BUDDS POND MARINA, INC. requests a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples • 1' 1 ti • a r - 4 _ PHOTOGRAPH LOCATION MAP Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, Photograph Location and Direction N Suffolk County, New York Aerial Imagery Source: Nearmap, March 19, 2023 Ivhb M / .ypAr' t. � 'Y•J tl,N j N Y v -fi 4 e C '1"�� 1��c w r,�,t-S,ufy.i.1 ��'' _c } �s`. ! ,�a� ��yv. e �µ ti�•� ,�,. wCi��``� pF`.'" `'k�/,Y `y } �r �� "� .1 �'� /' "��e'� '�.'T �. w�i 7•l� , r F1 m � 11 Photograph No. 3:View of the LIRR tracks,the proposed public utility wireless communication facility site, and the site building from the boundary of Wetland W1,facing south-southeast(March 29, 2023). T. Photograph No.4:View of the LIRR tracks and Wetland W1 from the proposed public utility wireless communication facility site,facing north-northwest(March 29, 2023). f.i...'`< rn. ,` � t • � i �i.,,Ia�tp ��ii �i f 'R§-y. i ' .,r `i J•r �R1'Y„! � �t r � ,-l;�ix,.j- ��,• 7•• " �_ 1 t s �.�rs �!� �� r�.,+o`.�o-� y� -•' t. a �-y w - (^ �, va ji 41 r�sr ^ '�3� -Fe 5i, �,�� *yin• sir _ - y. i�.� ��yy Via. �1r _,f sr.• � �Y .ice _ r t �r'� D -•� > '� #�_ �,'{ '/- � /. • •• •• • • • • • • 1 A L 'i lit , AP J ! I 'fr�i�lp; 11,, *400-0 ; vh b. Appendix New York State Historic Preservation Office Correspondence Megan Ricks Gomez From: towe motif yinfo@a fcc.gov Sent: Thursday, November 16, 2017 10:45 AM To: Megan Ricks Gomez Subject: Section 106 Notification of SHPO/THPO Concurrence- Email ID#2600969 This is to notify you that the Lead SHPO/THPO has concurred with the following filing: Date of Action: 11/16/2017 Direct Effect: No Historic Properties in Area of Potential Effects (APE) Visual Effect: No Adverse Effect on Historic Properties in APE Comment Text: The NYSHPO concurs with the recommended effect finding. Reviewed by Christina Vagvolgyi,NYSHPO. File Number: 0007963465 TCNS Number: 162082 Purpose: New Tower Submission Packet Notification Date: 7AM EST 10/19/2017 Applicant: Elite Towers, LP Consultant: EnviroBusiness Inc. d/b/a EBI Consulting (EBI#6117004802) Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: No Site Name: Albertson Marine Site Address: 61405 Main Road Detailed Description of Project: 6117004802 Proposed construction of a new telecommunications monopole and compound resulting in ground disturbance Site Coordinates: 41-4-33.0 N, 72-24-22.2 W City: Southold County: SUFFOLK State:NY Lead SHPO/THPO: New York State Historic Preservation Office NOTICE OF FRAUDULENT USE OF SYSTEM, ABUSE OF PASSWORD AND RELATED MISUSE Use of the Section 106 system is intended to facilitate consultation under Section 106 of the National Historic Preservation Act and may contain information that is confidential, privileged or otherwise protected from disclosure under applicable laws. Any person having access to Section 106 information shall use it only for its intended purpose. Appropriate action will be taken with respect to any misuse of the system. i Figure 1: Site Location Map Vhb. Albertson Marine Wireless Communications Facility 61405 Main Road,Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00-Block 03.00-Lot 015.000 46 Y s Proposed,Wireless r, Communicatio^ons�Facility �yMa\�Road p/� O\d ZAN . N& X, �� r � • lot Subject Property r Suffolk County �• 0 100 200 300 Feet 0 Subject Property* *Subject Property boundaries are approximate. Source.Suffolk County GIS;Suffolk County Real Property Tax Service Agency,(2076);NearMop Imagery(October 2022) Figure 2: Tax Map �vhb. Albertson Marine Wireless Communications Facility 61405 Main Road, Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00-Block 03.00- Lot 015.000 TOWN OF �,' ,,c' ►��'`$ \ i SOUTHOLD (COUNTY OF SUFFOLK DEVELOPMENTRIGHTSJ \•` j ,/ rr\ sa�'c �CA�� ~ ,_..a f ,elf x'�P�\ \,•11,1 ',r� f�`\� �`, ro ip ►�j�b 1 (COUNTY OFSUFFOLK 1 / \ � q \.� DEVELOPMENTRIGHTSJ I ` `Q\\"' A `f f \ 1AA(c) \ \ \ \\ �\ •�\(� >: s 2.2 ,- �/— -- ,o-`` �, P`Gl `r�""1;1 1.7A(c) \`m ors) rei � ✓ `�� ,5 � � o 11.21.2 r •7A�'eg6y ,' 2.3A(c) �" . .N t 12.1 COUNTY '' _ 20.9A(c) OF SUFFOL"/ 0 TOWN OF SOUTHOLD. fr TTOL m 3 COUNTY lb /r. ,, OF ,gl� lJ,� + SUFFMXR/ Budd's Pond �r +F.D 28 �- (UNMWATERLW) 00 . 7 �' �/ � I�el � 16�-� ��,1o�oFs�H ; _ 'gy�.•` - o • 0 100 200 300 Feet .'0�6 ` .2t�. 15 �t ✓ `✓' — 0 Subject Property* *Subject Property boundaries are approximate. Source:Suffolk County Tax Map(Town of Southold District 7000 Section 056);Suffolk County Real Property Tax Service Agency(2076) Figure 3: USGS Topographic Map Albertson Marine Wireless Communications Facility 61405 Main Road, Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00—Lot 015.000 u, 12:ft $x • _. ray, wr -04 r � Aw Lh 6 r 6 h� / i 0 150 Feet BuddsP.ond Road Q Subject Property* 2-Foot Contours *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2076);USGS Long Island UDAR Collection(2074);NeorMop Imagery(October 2022) Figure 4: Wetland Delineation Map V�l Albertson Marine Wireless Communications Facility 61405 Main Road, Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00- Block 03.00-Lot 015.000 r _ r e ` Wetland W2 r.o NV i Wetland W3 �� • • w �+ Tidal Wetlands (not delineated) N - 0 50 100 150 Fee QSubject Property* Delineated Freshwater Wetlands Wetland Continues *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2076), NearMop Imagery(October 2022), VHB Wetland Delineation(March 22,2023) - ce ago BEE sEc xo B53 ser sec.NO oss ae-xsB dtHt 01�0< M1h 1* a• aEa3wrB.nrrwnr9 .nx..i .. {� 9_r Yyf Dl.iy ]i It J'N< TORN Of 4 ♦ a M °r t Bra os � �"\ ° t oBwawEn,ww„a Bourrpen y 4�.,,� ., %-,IOB !A OBO 41 B a ♦ 4.3 �... t _ edmy0a<3" l J a �3 i�(41 r 12—a of2o" , Bbt}tt � C' ! 1 Zo `��\ �`•tY.�� `� t0!. Bt-Afl ♦ ., t. 30A A 4 !�;•' G g / I { , �g � ys'. 31 xA 4rI � .��g ♦ -!W<I ` . � YW�T110. 9� ... xxtw<cx eons t t"'t x n• .. � 'xwit .yy1 y � y �"""' s0 164 aty 1BIz{ - d �1,1 ty _-.p,- at .0/Fd'.+!• P ^I': __ 1x o[wa+BBn wur.r9 .� � .`tr B g riNcr - �, C'•� ��'. — %tI .• aft ,I'1A - e M ��µa a '�, �.,C �., O� ,. a a� y b ' s♦ ✓ .. ntsc�wwtrn ^ ' � ��, ` 9r' .. ,a�. 1 .. � N��OnO.. 4`\ � coins. zoaM<r OF su<roEr� '� t,6;' roves of awrn,xo R O-, y yye .r - �`3�,�' .' Y 3t *�1� ; &Nd�B FbN 1.�:?fl �Lr,' ep•1 ro enw • ShB pP\� ,} .'SP f 1g Y r � gta<3� 'w..o? h �� .� �� ' ��'� d(I a +B a".r< a „^ ,"�far�r .�' m y ,.•'tr �;.- \�Z.'''* V'l Y J' 6r 4 P d,�•y g ,J�, 'S' •!.a s fir• ' w4 �.r•''tC nSy<1 J S m% BJa m -Cl 9EE BEC x0 BBB -1 n COUNTY OF SUFFOLK© nonce m.n.tl xcow ry ru wrn ewEe�e neo '41u. vI k per� 1K r I— u a o q 066 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 16, 2023 Re: LWRP Coastal Consistency Review for BUDDS POND MARINA, INC SCTM# 1000-56-3-15 VHB Engineering, Surveying, Landscape Architecture & Geology, P.C. on behalf of BUDDS POND MARINA, INC. requests a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a t3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. 1. No physical direct or indirect adverse impacts on wetland systems will occur as a result of this action. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney �,%Uf FD4 John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 " Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., October 11, 2023, the following recommendation was made: Moved by John Chandler, seconded by Inga Van Eysden, it was RESOLVED to SUPPORT the application of BUDDS POND MARINA, INC. for the installation of a public utility wireless communication facility at portions of the .95 acre commercial property. The purpose of the project is to provide wireless communications coverage within the general surrounding area of the subject property and to improve the emergency response capabilities of the Southold Fire Dept. Located: 61405 Main Rd., Southold. SCTM#56-3-15 Inspected by: John Chandler, Inga Van Eysden Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President t� so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President v. P.O.Box 1179 Eric,5epenoski Southold,New York 11971 Liz Gillooly W Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 k, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E C E L?17 E-r-- 11 p -Wetland Permit Application IN" Administrative Permit fJ Liri AUG 3 1 2023 Jj Amendment/Transfer/Extension X/ Received Application: V -ReceivedFee: $ 1960. SotitholdTimm =Completed Application: Incomplete:. SEQRA Classification: Type I__ Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: oordination:(date sent): TLW"Consistency A 3sment Form Sent: CAC Referral Sent:I : Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): Budds Pond Marina, Inc. Mailing Address: .61405 Main Road, Southold, New York 11971 Phone Number: (6$ )765--3232 Suffolk County Tax Map Number: 1000 - District 1000- Section 56- Block 3- Lot 15 Property Location: North side of Main Road, 0.16 mile west of Old Main Road (see attached maps). (If necessary,provide LILCO Pole 4, distance to cross streets, and location) AGENT(If applicable): David Kennedy, VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. Mailing Address: 100 Motor Parkway, Suite 350 Hauppauge, New York 11788 Phone Number: (631) 787-3400 Email: dkennedy@vhb.com Board of Trustees Application GENERAL DATA Land Area(in square feet): Parcel: 41,346± square-feet; Project Project Area: 3,500± square-feet Area Zoning: Marine II (MII) Previous use of property: Boat storage and maintenance Intended use of property: Boat storage and maintenance; public utility wireless communications facility Covenants and Restrictions on property? Yes ✓ _No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? .VYes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _Yes _❑_No If"Yes", please provide copy of decision. Wrlhis project re any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes J:]_No Prior permits/approvals for site improvements: Agency Date Town Building Department-Building Permit No.5312Z May 19,1972 Town Building Department-Certificate of Occupancy No.Z4849 October 11, 1972 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-z-No ❑ Yes If yes,provide explanation:. Project Description (use attachments if necessary): See attached. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The purpose of the Proposed Project is to provide wireless communications coverage within the general surrounding area of the area of the Subject Property, where existing service is deficient. A further purpose is to improve the emergency response capabilities of the Southold Fire Department. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: 121 feet Closest distance between nearest proposed structure and upland edge of wetlands: 50* feet *Indicates distance from the northern edge of the proposed equipment com ound to Wetland W1. Does the project involve excavation or filling? No ✓ Yes If yes, how much material will be excavated? TBD cubic yards How much material will be filled?. TBD cubic yards Depth of which material will be removed or deposited: .TBD feet Existing grades within the project area range from 3.5 to 4.5 feet Proposed slope throughout the area of operations: above mean sea level. No changes to existing grades are proposed. Manner in which material will be removed or deposited: Excavation/fill quantities and depth of excavation to be determined based on final concealment tower foundation design. Excavation and placement of fill (if necessary)will be accomplished through the use of mechanical equipment. Any excavated materials will be handled and disposed of in accordance with all applicable regulatory standards. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The Proposed Project would occur at a developed property that does not contain wetlands or vegetated habitats. The proposed public utility wireless communication facility would be installed within an unvegetated and gravel-surfaced upland area that is currently used for boat storage. No clearing,filling,or other disturbance to wetlands is proposed (see attached project description for additional details). O6f6 �4"vllb Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, Suffolk County, New York SCTM No.: District 1000-Section 056.00-Block 03.00-Lot 015.000 Project Description Elite Towers,LP (hereinafter,the"Applicant") is proposing installation of a public utility wireless communication facility(the"Proposed Project") at portions of the 0.95±-acre commercial property located at 61405 Main Road (NYS Route 25),in the Town of Southold, Suffolk County, New York(the"Subject Property,"see Appendix B, Figures 1 through 3).The Subject Property,which is identified as District 1000 -Section 056.00-Block 03.00-Lot 015.000 on the Suffolk County Land and Tax Maps, is part of the larger Albertson Marine facility that also occupies several adjoining and non-adjoining tax parcels to the north and south of Main Road (property survey included as Appendix Q. The Applicant is proposing installation of a 150-foot above grade level (AGL)concealment pole (with antennas mounted within and upon)and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers within a fenced equipment compound to be constructed at the rear of an existing boat storage building located at the central portions of the Subject Property(see site plans in Appendix D).The Proposed Project also includes connections to existing utilities and landscaping to be installed around the perimeter of the proposed equipment compound.The purpose of the Proposed Project is to provide wireless communications coverage within the general surrounding area of the Subject Property,where existing service is deficient. A further purpose is to improve the emergency response capabilities of the Southold Fire Department. There are no wetlands located at or adjacent to the Subject Property. Freshwater wetlands located to the north, east,and south of the Subject Property were delineated by VHB on March 29, 2023 (see Appendix B, Figure 4). Based on the wetland delineation,the limits of the Proposed Project are 50 feet from the boundary of a Town-regulated freshwater wetland located to the north of the LIRR tracks ("Wetland W1") and 95 feet from the boundary of a Town-regulated freshwater wetland located to the south of Main Road ("Wetland W3"). Inclusive of the proposed concealment tower,fenced equipment compound, landscaping,and utility routing,the Proposed Project would occupy a 3,500± square-foot(SF) (0.08± acre) portion of an unvegetated, gravel-surfaced, upland area that is currently used for outdoor boat storage. Project-related disturbance would occur not closer than 50 feet of Wetland W1 and 95 feet of Wetland W3.The Proposed Project would not result in clearing,filling, or other disturbance to Wetlands W1 and W3, and no clearing of vegetation would occur within the Town-regulated upland areas surrounding either wetland.To avoid adverse impacts to wetlands during project work, no materials or equipment storage would occur within or adjacent to wetlands. Erosion and silt control methods will be utilized as necessary to prevent water quality impacts and will be installed and maintained pursuant to the New York State Standards and Specifications for Erosion and Sediment Control (2016). Based on the foregoing, implementation of the Proposed Project would occur within the regulated upland areas associated with two Town-regulated freshwater wetlands;however, disturbance would be limited to unvegetated, upland areas, and the Proposed Project would not result in clearing,filling, or other 4 ='vhb disturbance to either wetland.Accordingly,the Applicant is requesting Town of Southold Wetland Permit for the Proposed Project. Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Proposed Wireless Communications Facility-Albertson Marine Project Location(describe,and attach a location map): 61405 Main Road,hamlet of Southold,Town of Southold,Suffolk County,New York(SCTM:District 1000-Section 056.00-Block 03.00-Lot 015.000) Brief Description of Proposed Action: See Attachment Name of Applicant or Sponsor: Telephone:see Attachment See Attachment E-Mail: See Attachment Address: See Attachment City/PO: State: Zip Code: See Attachment See Attachment See Attachment 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:See Attachment ❑ ❑✓ 3. a.Total acreage of the site of the proposed action? 0.95t acres(overall Subject Property) b.Total acreage to be physically disturbed? 0.08t acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.06t acres' 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial [Z] Commercial m Residential(suburban) ❑Forest Agriculture Aquatic m Other(Specify): Open Space,Transportation(Long Island Rail Road [LIRR]) ❑Parkland *Refers to proposed 70i-foot-by-35t-foot fenced equipment compound. Page 1 of 3 SEAF 2019 I 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Peconic Bay and Environs(adjoining the Subject Property to the south) ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑✓ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? IZI 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Unmanned facility,no demand for potable water. W1 ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Unmanned facility,no wastewater generation. ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the El of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the IZI State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? • ❑✓ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody?" ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: `Wetlands occur beyond the LIRR tracks to the north of the Project Site,beyond Main Road to the south of the Project Site,and in the general vicinity of the Project Site at non-adjoining parcels to the east and west. "The location of the proposed wireless communication facility consists of a gravel-surfaced,upland area that is currently used for boat storage.The areas adjacent to the proposed facility consist of upland development,including gravel surfaces,the existing site building,and the LIRR tracks. Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: El Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Elite Towers,LP;Verizon Wireless;Dish Wireless,LLC;Southold Fire Applicant/sponsor/name: District,as Co-Applicants Date:June 7,2023 Signature: Title:Environmental Planner William Sklar AICP VHB Engineering,SurveVinq,Landscape Architecture and Geolo P.C. as Environmental Consultant to the Co-Applicants 'According to the NYSDEC EAF Mapper database,records for the federal/New York State listed species Piping Plover,Least Tern,and Common Tern exist for the Subject Property vicinity.The Subject Property consists of developed upland areas and does not support the requisite aquatic and shoreline habitats for these shorebird species. PRINT FORM Page 3 of 3 I Proposed Wireless Communications Facility-Albertson Marine 61405 Main Road Hamlet of Southold,Town of Southold Suffolk County, New York Part 1 —Short Environmental Assessment Form Attachment Page 1, Brief Description of Proposed Action: The Proposed Action involves the installation of a wireless communications facility, including a concealment pole and associated equipment, at 61405 Main Road in the hamlet of Southold,Town of Southold, Suffolk County, New York(the"Subject Property," see attached Site Location map). Specifically, the Proposed Action includes the installation of a 150±-foot above grade level (agl) concealment pole with the antennas of multiple wireless service carriers concealed within and two Southold Fire District whip antennas mounted atop the concealment pole reaching a top height of 164-feet-10±-inches agl.Six Verizon Wireless panel antennas would be installed within the concealment pole in three sectors(two panel antennas per sector) at centerline heights of 141-feet-2± inches agl and 146-feet-1± inch agl.Three Dish Wireless panel antennas would be installed within the concealment pole in three sectors(one panel antenna per sector) at a centerline height of 132± feet agl.There would be room for additional future wireless service carrier antennas within the concealment pole below the Verizon Wireless and Dish Wireless antennas. The concealment pole would be installed within a 70±-foot-by-35±-foot(2,450±-square-foot[sf]) ground-based fenced equipment compound situated at the rear(north)side of the Subject Property behind an existing boat storage warehouse.The equipment compound would include space for the equipment of multiple wireless service carriers(i.e.,Verizon Wireless, Dish Wireless and future carriers), and the Southold Fire District. The Verizon Wireless equipment would be installed atop a proposed 1 0±-foot-by-20±-foot(200±-sf) steel platform surrounded by a 42±-inch-high handrail, and would be covered by a steel canopy with a top height of 11-feet-6± inches agl. Four Verizon Wireless GPS units would be mounted atop the equipment canopy to a top height of 13-feet-6± inches agl. The Dish Wireless equipment would be installed atop a proposed 8±-foot-by-10±-foot(80±-sf) steel platform surrounded by a 42±-inch-high handrail.One Dish Wireless GPS unit would be mounted atop the equipment platform. The Southold Fire District equipment would be installed atop,a proposed 8±-foot-by-I0±-foot(80±-sf) equipment platform. The equipment within the compound would be connected to the concealment pole via cable bridges(one cable bridge per equipment platform).Additionally, utility connections(i.e., power and telco)would be routed underground from an existing utility pole on Main Road to a proposed transformer and mesa cabinet within the equipment compound. Power and telco conduits would be routed underground within the equipment compound from the transformer and mesa cabinet to the equipment platforms. All equipment within the compound would be elevated a minimum of 3± feet agl to provide a minimum of two feet of clearance above the base flood elevation of six feet(North American Vertical Datum of 1988). Proposed Wireless Communications Facility—Albertson Marine Part 1 —Short Environmental Assessment Form The equipment compound would be surrounded by a 6±-foot agl black chain link fence with an access gate on the east side of the compound. Evergreen trees with a minimum height of 6± feet agl would be planted in a stager pattern along the north and west sides of the compound to provide additional screening. Page 1,Applicant/Sponsor Information: The Co-Applicants for the proposed wireless communications facility are: Elite Towers, L.P. 1 South Durkee Lane East Patchogue, NY 11772 New York SMSA Limited Partnership d/b/a Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Dish Wireless, LLC 5701 South Santa Fe Drive Littleton,CO 80120 Southold Fire District 55135 Main Road Southold, NY 10994 Page 1. Item 2. Does the proposed action require a permit,approval, or funding from any other government Agency? Agency Approval Town of Southold Planning Board Site Plan Approval, Special Exception,Waivers Town of Southold Building Department Building Permit, Floodplain Development Permit Town of Southold Board of Trustees Wetlands Permit,Waterfront Consistency Review Town of Southold Zoning Board of Appeals Variances NYSDEC Freshwater Wetlands Permit,Tidal Wetlands Letter of No Jurisdiction \\vhb.com\gbl\proj'\Hauppauge\22175.00 Elite Towers-Albertson\Reports\SEQR\SEAF Attachment.docx Figure 1: Site Location Vhb. Proposed Wireless Communications Facility - Albertson Marine 61405 Main Road, Hamlet of Southold, Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00—Block 03.00— Lot 015.000 Proposed,Wireless, t r, Communications Facility iiL- `gym i y F ,r •` r, ol 40 T ` «. r, j + ` x;• �`,'�, Subject Property oaa Qo , Suffolk County N 0 100 200 300 Feet Q Subject Property* *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2076),Neormop Imagery(2023) Board of Trustees Application AFFIDAVIT' Tanya Negrbn, on behalf of Elite Towers, LP BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Elite Towers, LP Budd's Pond Marina, Inc. (JAL Signature a' Applicant Signature of Property Owne SNVORN TO BEFORE ME THIS DAY OF 20 P Notary Public Louis Fernandes Notary Public-State of New York No.01FE6374706 Qualified In Suffolk County commission Expires April 30,201. a Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We,LAt t kA,-,- at Vvy 4-2- on behalf of Budd's Pond Marina, Inc owners of the property identified as SCTM# 1000-.056.00—03.00—015.000 _in the town of Southold . New York, hereby authorizes VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. t A ) _ . Property Owner's SignatUre Property Owner's Signature William M. Witzke SWORN TO BEFORE ME THIS_ DAY OF Notary Public CAROL A.MILLER Notan,'Oublic, State of New York No. 01 M16003086 Qualified in Suffolk County Commie3ion Expires February 23, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM e Town of Southold:§ conflicts o ' t e c and a f. this form vid inforination which of possible conflicofa allow it to toke whatever don is necessar w avoid same. YOURNAME: low !>� �f�on behalf of Budd's Pond Marina, Inc. (Last name,fast name,.Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other Wetlands permit (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent;or child)have a relationship with any bflieer or employeO of the Town of Southold? "Relationship"includes by blood,trtarriage,or business interest."Business interest'means a business, including.a partnershipJn.which the town officer or cmployce:.has oven a partial ownership of(or employment by)a corporation in which the town officer or employee.owns-more than S%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee,Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or chi ld is(check all that apply): A)the owner of greater than 5%of the shares of the corporate Stock of the;applic0t. (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-.corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Budd's Pond Marina, Inc. Submitted t is ay of 1 20 Signature �s Print Name I liam M. Witzke Form TS 1 Board of Trustees Appli ion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of ) 20 Notary Public Glenn Goldsmith,President �OSOFF0Q,e� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly �o • Southold,NY 11971 Elizabeth Peeples 'y��j�, .aQ� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of BUDDS POND MARINA,INC. COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Tanya Negron ,residing at/dba 1 S.Durkee Lane,East Patchogue,NY 11772 being duly sworn, depose and say: That on the 11 day of V l -U 1�R ,20 2 9,I personally posted the property known as Budds Pond Marina/Albertson Marine,61405 Main Road,Southold,NY 11971 by placing the Board of Trustees official noticing poster where it can easily be seen from the street,and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing.Date of hearing noted thereon to be held Wednesday,October 18,2023. Dated: 10/18/2023 (signature) (� Sworn to before me this IFj d yofC`�---A 202Z) i Notary Pub e KERRY LOUGHLIN Notary Public,State of New York No.01L062542013 Qualified in Suffolk county Lq Commission Expires January 17,20--- i D � OCT 18 2023 Southold Town _ _Board of Trustees _ � �.•-.ram'- - - SECTIONCOMPLETE THIS SECTIQN'PN'DELIVERY SENDEA:COMPLETE THIS 071 A. Signature r.14_,.Complete items 1,2,and 3. ❑Agent ■ Print your name and address on t7mailplece, x ❑Addrww so that we can return the card to ■ Attach this card to the back of theB• Received by(Printed Name) C. Date of , or on the front if space permits. D. Is delivery address different from itenY. If YES,enter delivery address below: ❑No LONG ISLAND RAILROAD°CO: j�° PERSON AUTHORIZED`TO.,RECEIVE SER E' 93-02 SUTPHIN BLVD,#400 JAMAICA, NY 11435 III I'llll I II IIII I'I I III IIIII II I II III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiIT"' II I IIIIII I ❑gdult Signature Restricted Delivery ❑,Registered Mail Restricted Certified Mail@ Delivery Signature ConfirmationT'^ 9590 9402 8544 3186 1600 04 ❑Certified Mail Restricted Delivery ❑Si❑Signature Confirmation ❑Collect on Delivery m r'-Ilect on Delivery Restricted Delivery Restricted Delivery - 2. Article Number(!Transfer frnm �ured Mail p©p 1t 5t9 9 71 7 4 3 0 : i I ; lured Mail Restricted Delivery 7021 12 7 2 I t , 1 ver$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I I I I I i I, AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 October 16, 2023 2 VIA OVERNIGHT DELIVERY IS Q U Town of Southold Board of Town Trustees Town Hall Annex Building OCT 1 8 2023 54375 Route 25 PO Box 1179 Southold,NY 11971 Southold Town Board of Trustees Re: Wetlands Permit Application(the"Application")to the Town of Southold(`-`Town") Board of Town Trustees ("Trustees") by Elite Towers, L.P. ("Elite"), New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"), DISH Wireless LLC ("DISH"), and the Southold Fire District in connection with the proposed public utility communication facility ("Communication Facility") to be located at 61405 Main Road, Southold,New York 11971,District 1000,Section 56, Block 3, Lot 15 (the "Property") Site Ref. Elite/Albertson Marine/Our File 151-008 Dear Ms. Fuentes: In connection with the Application for the construction and maintenance of the Communication Facility on the Property,and the Town Trustees public hearing on October 18,2023, enclosed are the following materials providing proof of notice mailing and posting: 1. Affidavit of Mailing; 2. List of Mailing Recipients; 3. Sample Package of Materials sent to each abutter owner recipient; 4. Affidavit of Posting; 5. Photographs of Posting; 6. Green Slips representing certified mailings; and 7. Green Cards returned from abutter owner recipients. If you should have any questions or require anything further,please feel free to contact me. Thank you for your continuing attention to this Application. Very truly yours, Gregory R. Alvarez Enclosures cc: Elite (via email, w/out enclosures) 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Budd's Pond Marina a/k/a Albertson Marine APPLICATION NAME & SCTM#: SCTM#: District 1000, Section 56, Block 3. Lot 15 NAME: S. r e.S 56-1-9.1 56-1-11.11 i � � � � � �` � 56-1-11.12 56-3-13.3 i i i STATE OF NEW YORK COUNTY OF SUFFOLK Colette Vaughan ,residing at c/o Amato Law Group, PLLC 666 Old Country Road, Suite 901, Garden City ,NY,being duly sworn,deposes and says that on the 10th day of October , 20 23 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at 830 Stewart Avenue, Garden City, NY ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to bcforc me this Day of OL,�q &L. , 20 2-3 INDIA DECARMINE NOTARY PUBLIC-STATE OF NEW YORK "k No.02DE5060491 Notary Public Qualified in Suffolk County ?,D My Commission Expires 05-20-2 2 Budd's Pond Marina, Inc.,a/k/a Altertson's Marina,Wireless Cell Tower Board of Trustees Application LIST OF RECIPIENTS(With S/B/L Indicated) LONG ISLAND RAILROAD CO. PERSON AUTHORIZED TO RECEIVE SERVICE 93-02 SUTPHIN BLVD,#400 JAMAICA, NY 11435 56-1-9.1 TOWN OF SOUTHOLD 53095 ROUTE 25 PO BOX 1179 SOUTHOLD, NY 11971 56-1-10.1 ANGELINA R. NORTON 610 POND AVENUE SOUTHOLD, NY 11971 56-1-11.11 ANGELINA R. NORTON 2640 LONG CREEK DRIVE SOUTHOLD, NY 11971 56-1-11.12 ANGELINA R. NORTON 610 POND AVENUE SOUTHOLD, NY 11971 56-3-13.3 MAIN ROAD BROKERAGE INC. PO BOX 937 SOUTHOLD, NY 11971 56-3-13.4 MAIN ROAD BROKERAGE II LLC PO BOX 937 SOUTHOLD, NY 11971 56-4-1 SUFFOLK COUNTY PERSON AUTHORIZED TO RECEIVE SERVICE 330 CENTER DRIVE RIVERHEAD, NY 11901 56-6-1.2 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Budd's Pond Marina a/k/a Albertson Marine SCTM# District 1000, Section 56, Block 3, Lot 15 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of.the uddersigned to requests Permit from the Board of Trustees to: Construct a new wireless telecommunications facility within 100' of a delineated wetlands. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 61405 Main Road, Southold, New York 11971, District 1000, Section 56, Block 3, Lot 15 The Property is located on the north side of Main Road, between Bay Home Road (to the west) and Old Main Road (to the east), and consists of approximately 41,346 square feet. -3. That the-project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: HATE: October 18, 2023 at 5:30 p.m. You may contact the Trustees Office at 765-1892 or in.writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Budd's Pond Marina, Inc. MAILING ADDRESS: 61405 Main Road, Southold, NY 11971 PHONE #: (631) 765- AGENT: Gregory R. Alvarez, Esq., Amato Law Group, PLLC MAILING ADDRESS: 666 Old Country Road, buite 9U1, Uarden City, PHONE #: (516) 227-6363 Enc: Copy of sketch or plan showind proposal for your convenience. `V NOTES: r1 1. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING ° / STRUCTURAL ANALYSIS. o F 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE m W I / WITH STRUCTURAL ANALYSIS. � � s�► �� 3. TRUE NORTH BASED ON GOOGLE MAPS. AZIMUTH PROPOSED 70'-0"x35'-0"EQUIPMENT ENl31NEERI N I3 P.C. 4• NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. -�__� U COMPOUND(SEE SHEET Z-08) FRESHWATER WETLAND `-__- _ BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND - 8.6---lo�7__ _- -_-_ �_ * ENGINEERING,SURVEYING, �V_' _ _` ,'4 o O LANDSCAPE ARCHITECTURE AND SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & :>_� _ _ 9 _ �_ - ' - _ °I O / GEOLOGY,P.C.,ON MARCH 22,2023. DATED 10/24/18. ELITE T04VGR5 LP 1'�:icee Cam�-u.'n+s i"+ash.:we E.ccu _ __ L-R-04�y--- - _ �� 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. ry� `c4 -_ Z O --`----_- - �� -� -HOWL '�_.---�-„_ O a _ 69'04 Zp E _-__- -_- C -- - B g _ _ _ = =_j_ 23 Z BOT. 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR NS 7= _ - =-- PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY �R TFasa 59 47"E 4�-�3�=`- -l=eRgy�}- - a@ 1µ' --_- C. ,_'==_ _ SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. TF6.14 _SLOP- _-_ I - -*O---o u�-_ - '_'�._ OF SLOPE -- m - -_ U-- UB.6---_`---,- -_--_-_ SOUTHOLD c ,� 2 �-__ - _ `-__ 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 6 1 TO NEAREST BUILDING N ADJACENT PROPERTY d,�- -- --_-__--_;_ p- .� O-B,6 _ -__ MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE < '- -- -�'w U- - - _ --8.3 FACILITY FOR BOTH FIRE AND INTRUSION. TO FENCE COMPOUND A- , Q�Q CT(jQq y' O9' ~3a= __-- - _-- 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE - - - " -3.4-'' _ --_ IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 4.7 by I TpCONCEgLMENTPpLE 4.4 4.3 3.9-_ A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS �v N 45 I �` �_ AND REQUIREMENTS.41 v�'�O� Z 5 �`-t B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, 45 I 03 APPROXIMATE PARKING AREA TO BE ____®MON�1 - STANDARDS AND REQUIREMENTS. CONFIRMED WITH LANDLORD UPON . E "NEW YORK UNDERGROUND PLANT LOCATION � m rn TOWN APPROVAL OF TH ��qqC ITy D G 10. CONTRACTOR SHALL CONTACT -as_ Go LIMITS dIF NY%V NESHWATER SERVICE' AT 1-800-962-7962. AND LOCATE ALL EXISTING UTILITIES WITHIN c-O pD" 4. WETLAN D 100 FOOT ADJACENT z \ _ 4 � �4.4 AREA AND TOWN OFSOUTHOLD THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. -cat" �• T I I caII He,.,r N� I 4.6 WETLAND JURISDICTIONAL AREA 11. CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY FOR STATEw sryTMCCDIRECT- NU.RERS 436!0_----- COMPANIES REQUIREMENTS. - - - Rr f o ' RgFCTi 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. AS SHOWN "�WAS aE JKM 47'-0"± I 3.9 p�0 ` 10 08/302T R EGRGACCnnwn ICM JWS DD a TO FENCE O 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 9 06115M REVISCo: n o .7 P I EcolJppUND OJ PRE-CONSTRUCTION CONDITIONS. "F lws 86'-0"f3 1 e 05Nea3 R EOMCo MENYS ICM JWS w TO CONC 1 c�i % 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER 7 0SMS123 RW EDMConMENTS JRF Jws z EALMENT Pp GRAVEL JO I LE Y rn RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. a ovl3n3 uvnEDPERconnwn IRE Jws a HIGH I STORY I 1 /I m s 01L03R3 CLOWCOM NTS JCM JW5 z Z 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD IWI I METAL BUILDING Z I rn T 4 Nvwa2 cuDa co mFNrs wPK o TF4.56 - * J( G o IMPROVEMENTS ARE PROPOSED. ® Q Q jL614DJ 0 I ^O W 1 3 06I01/31 CUEM COMMENTS WPK fW5 4.4 4.7 ^ o I 43 o z a , 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. z 0sn0az cuENico-" ICM I Jws o' REV DATE DESCRIPTION o"Ar as O p . I a.1 �; 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. --- - - - - ------- - LIMITS OF NYSDEC FRESHWATER - V WETLAND 100 FOOT ADJACENT LL I lo'-o^ z 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL CONSTRUCTION LEVEL OF NE1yY EA AND TOWN OFSOUTHOLD O I WIDE - DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE y� rKAt ETLAND JURISDICTIONAL AREA I-- 4.0 ® DRAWINGS. _ ----- _ � 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND � 4.a I Z APPROXIMATE SITE ACCESS ROUTE TO BE SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & I w O.H.D." �+. I CONFIRMED WITH LANDLORD UPON DATED 10/24/18. M L4.25 -- -----. FF4.3 GF4.64 I TOWN APPROVAL OF THE FACILITY DESIGN °FFSSIOIA h N I 4.24 4.44 _PLM__ ¢a Ao-,90 T' ♦ N N 471 a B w j JEREPiY K McKEON ;E- �Z--- Lp y NEW YORK LICENSED PROFESSIONAL M _ 4.21 y. / M ENGINEER-LICENSE NUMBER:095374.1 - \ CONC. �0 % IT IS A MOLARON OF LAW FOR ANY PERSON, Z L� I(��,, n1�If'] V r 378 TE371 _ / , ' • W2 ® UNLESS THEY ARE ACTING UNDER THE DIRECTION L OF EN RESPONSIBLE ERLIC THIS OCU E NT. -- ` � e t ENGINEER,TO ALTER THIS DOCUMENT. ® % 1 SITE INFORMATION: 4.03-,____ 388 E.A. 3.65 3.39 7 EA ---�51 ^O SITE NO:ALBERTSON MARINE S47'2627"W ------_< -- 200.00' TF3.50 OCT 1 8 L 61405MAINROAD (S5931'00"W) Dri 4:33 b,p6_ 410 --- 3.96_ 3�@ , ;.03 COORDINATE SYSTEM:NAD83 SOUTHOLD,NY11971 (2001)NY SP FEET LONG ISLAND MAIN ROAD (N.Y.S. RTE. 25 1 Southold Town SUFFOLK COUNTY 1 ` Board of Trustees SITE TYPE: 150'-O"CONCEALMENT POLE •Y 3 7 1 0 COPIRICHTON.,A9MVNI FIiGLNEER:NG P.C.LLCgLL 3 1 `, RIC:TI8 R6 AT TMS OMNMG AND Al ME PIFtlDIARM CMiANEo MEREw LS AUMIXOZEO TUN u5E WLY DY 11�RARTY�ww D .s calr112.CR iO rH nE¢u.n"S > FRESHWATER WETLAND pRA,nHD HAY HOT BE CW®.Rfl1Yo.@Y105ED, UNDERGROUND SERVICE ALERT-NEW YORK 8I 1 owMa*Eo w REUED uvDH Eoa NIY DMm vwvosE D, BOUNDARIES DELINEATED BY VHB ME DIPRESS MHRF:,D:xSExi 6 A➢WM -7UTILITY NOTIFICATION CENTER OF NEW YORK � fNOHEFRING P.C,I1G H ENGINEERING,SURVEYING, (800)272-4480 i LANDSCAPE ARCHITECTURE AND WWW.NEWYORK-81 LCOM SHEET TITLE: a GEOLOGY,P.C.,ON MARCH 22,2023. KDow .t e bOIOW. SITE PLAN 6.NOTES c 2 WOUND DAn UTIUTYNOTIc N mloR TO CON:TRUCION Call before you am. 0 z0' 10' 0 20• 40' m SG1LE,1••20'-0"FOR 22k34•DRAWINGS ,SHEET NUNBER: 1 SITE PLAN D a��E Z-02 a - SCALE,1 2••20-0 FOR IIk17•DRAWINGS a S � NOTES: I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. � n /L 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND SURVEYING P.C.SIGNED 3 o BY STEPHEN E RAVN RE L.S.LICENSE NO.49664&DATED 10/24/18) o 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 g ANALYSIS.TOWER DESIGN TO BE BY OTHERS. w PROPOSED MESA CABINET(BY S. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. 3 PROPOSED 8'-0"x 10'-0"PREFABRICATED ELITE)TO BE INSTALLED ON ,s 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O KIQTUELEVATEDIPMENT I3 ABOVE E GRADE ON HANDRAILM WITH PROPOSED TREE(TYP OF 34t) H-FRAME AND ELEVATED ABOVE® AZ I M U T H PROVIDED A REPORT. -o� CONCRETE PIERS (EMERALD GREEN ARBORVITAE 6'-0"TALL MIN.) FLOOD ELEVATION . ENGINEERING P.C. (SEE DETAILS I&2,SHEET Z-17) PLANTED IN STAGER PATTERN TO CREATE _ MAXIMUM CONCEALMENT(BY ELITE) — (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME. _ (IYP.OF 2)(SEE DETAILS,SHE Z-17) _ — PROPOSED H-FRAME MO L rED ELITE170k%•TRSP LIMITS OF CLEARING,GRADING TRANSFORMER(BY ELIT _ _ _ _ AND GROUND DISTURBANCE ® f — 0 0 0 0 0 0 0 0 0 0 0 0 o SOUTHOLD O O O O O O O O O O O 0 I PROPOSED POWER CONDUIT ROUTED FROM TRANSFORMER O TO METER BANK (SEE DETAIL I,SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE O 10'-0"A.G.L(SEE DETAIL 4,SHEET Z-14) O O I ■ ^T PROPOSED MOUNTED WIRELESS - n UTILITY METER MOUU NTED IN Vel TT' m OPEN SOCKET(BY ELITE) p I I On fee 3 O I . Y PROTECT YWRSETF FUTURE CARRIER I - \\ I FUTURE CARRIER O Z O I EQUIPMENT AREA I - I EQUIPMENTAREA� I w..l.r.below. H CeIIEm"Twsc _ 1.STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK NSIT:wNP'.CAUUHI.COY O I I WITH DISCONNECT(BY ELITE) --- -- - -- -- - ---- - TO a.EJK BE INSTALLED ON H-FRAME AND SHOWN WAS M L ——— — w AS Dw„ — — — — — / ELEVATED ABOVE FLOOD ELEVATION 0 W I 10 0813aW REMED PER COMMENTS JCM JWS PROPOSED FIRE DISTRICT CABLES ROUTED ON F- PROPOSED 12'-0"WIDE ACCESS 9 OWI S/23 RENsm PER COMENTS JRF JWS PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ,�-�♦ I PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6'-0")(BY ELITE) 8 Os/I80 u wPER COMMENTS JcM Jws 4 ROUTED ON PROPOSED CABLE BRIDGE TO TOWER / I EQUIPMENT TO PROPOSED TOWER(TYP OF 1) / W (SEE DETAIL I,SHEET Z-13) 7 osrosrz3 Ream Pm coEwENTs JRF JWS n 0 (TYP OF 4 PER SECTOR,12 TOTAL) I PROPOSED — I I e oa/1323 REv1sm PER coMMENTs JRF Jws n \ (BY VERIZONN WIRELESS)ANTENNAS&EQUIPMENT WITHIN PROPOSED 5 0110323 clnNr coMMIB4Ts JcM JWS 0 _ _____ _____ — CONCEALMENT POLE(SEE SHEET Z-09) HI I 4 12/14/22-COMMENTS WPK JWS -- - �---- 0 o L—— — _ I85'TO WETLAND 2 ) 3 06/01/22 cuExr COMMENTS WPK JWS ( I w ` �® 2 05/10/22 CDENTCOMMENR JCM JwS 1 1 REV DATE DESCRIPTION oAAwN or<y O I PROPOSED 150'MULTI-SECTION I }--- I 1 MULTI-SIDED RADOME W Z-11 I I CONCEALMENT TOWER(BY ELITE) I <E OF NEw Myp p� I I Z(l ROPOSED 70'-0'x 35'-0" I 1 ,450 SQ.FT.)EQUIPMENT t I 1 COMPOUND(BY ELITE) I FUTURE CARRIER L`' • 0 I EQUIPMENTAREA j I I ''L op.-oss�" W I Cv 0 —J-------L= J---- — =J' c�v o U JEREi•TY K McKEON E E�_T j �= = NEW YORK LICENSED PROFESSIONAL 7 ENGINEER-LICENSENUMBER:095374-1 p -- __ __ • I �� O 0 IT IS A NOLATION OF LAW FOR ANY PERSON, 70'-0" L UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL CPROPOSED HAIN LINK6FEN E(BY ELITE) \ O I V O ENliNEEIT,TO ALTER Tx1s oocuYENr. cu -(SEE-DETAIL-ITSHEET-Z--13) ---------- __ nn nn �n7 O (/) O SITE INFORMATION: PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO \ I u m SITE NO:ALBERTSON MARINE PROPOSED VERIZON WIRELESS 10'-0"x 20'.0"STEEL PLATFORM CONDUIT(BY VERIZON WIRELESS)ROUTED FROM METER RACK& (BY VERIZON WIRELESS) WITH 42"TALL HANDRAIL&8'-6"TALL MESA CABINET TO PROPOSED PPC&TELCO CABINET ON 61405 MAIN ROAD STEEL CANOPY(200SQ.FT.)IN A 10'-0"x 20'-0"LEASE AREA(200 SQ.FT.) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) w I(SEE SHEET Z-09) SOUTHOLD,NY 11971 �� SUFFOLK COUNTY LIMITS OF CLEARING,GRADING F-- LIMITS OF NYSDEC FRESHWATER SITE TYPE: AND GROUND DISTURBANCE EXISTING BUILDING W WETLAND 100 FOOT ADJACENT 150'O"CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA _—.-- _—•- ODI'YRIGNTOL+U.ATDIVM ENGINEERINGP.C.LLCALL 3 Rlcf{IS RESERVED 1199 DPAYnNG AND ALL THE WEORMARON CON IAINm HER ON 6 WMORIID fOR USE OHIY BY iME PARTY—THE THE o PROPOSED VERIZON WIRELESS UNDERGROUND c TED aR TO"H IT IS cERTYan ms YAY NOT BE CORED,REUSED,p5oD5tD. � NOTE POWER&TELCO CONDUIT ROUTED FROM UTILITY p5)m,OR HOT Il F. .SED. IAPURP. POLE TO TRANSFORMER&MESA CABINET THE doNQRINO c.c;u.c o SILT FENCE,STRAW BALES,AND OTHER EROSION AND SILT YA "! CONTROLS WILL BE INSTALLED AND MAINTAINED DURING '[HEET Wile PROJECT WORK,AS NECESSARY,TO PREVENT ADVERSE a IMPACTS ON WETLANDS. COMPOUND PLAN z 0 1 COIF POT ND 727 A N7 - 4 0 4 8 SHEET NUMBER: lVll V1`1L L i.L'fl� cwlrxlcscue SCALE,1/21'o'FOA 22k34'DRAWINGS Z-08 uN PETm SCALE,I/8'=1*0 FOR 11'x 7:DRAWINGS Postal m CERTIFIEU ILa RECEIPT Ln Domes I tic mqjI onlyGERTI FIED o RECEIPT N ru Qnly O ul For delivery information,visit our website at www.usps.comQ p Certified Mail Fee C3 Ir $ = �! .xs�� Certified Mail Fee r� Extra S6NICce&Fees(check box,add fee as appropriate)❑Retu J'f,`7�:r ' ,g5� 0^ $ -r r.V4` fah rn Receipt(hardcopy) $ ' o ❑Return Receipt(electronic) $-- �/ Extra Services&Fees(check box,add fee as appropriatejry CCU r- ❑Certified Mall Restricted Delivery $ El Receipt(hardcopy) $ y _ OC�°Imlrlr+� v _ r 1 ❑Adult Signature Required S23 i Q ❑Return Receipt(electronic) $ OCT i0cl r�`t- U1 ❑Adult Signature Restricted Delivery$ i1('Y �"-' ❑Certified Mall Restricted Delivery $ _ Postage i/ N ❑Adult Signature Required $ Clr��r r ❑Adult Signature Restricted Delivery$ f,�r°. � Ln Postage ANGELINA R. NORTON ' C ANGELINA R. NORTON 2640 LONG CREEK DRIVE r`, m C3 610 POND AVENUE ago SOUTHOLD, NY 11971 r r : Cr SOUTHOLD, NY 1197 ------------------ 56-1-11.12 ---------------- 56-1-11.11 Postal a CtRTIF' IED- MAIL° ■ ' • Service" �n RECEIPT i. . o N Domestic 1 m o rp Certified Mail Fee ` ... .-. . . i w d., �# r. .• s' i x Q' , Ill.p Certified Mail Fee / � _ Extra Services&Fees(check box,add fee as appropriate) - .�6 Ir $ ! o El Return Receipt(hardcopy) $ ry5 ul Extra Services&Fees(check box,add fee as spprop m ❑Return Receipt(electronic) $ ,) :CR Postmark .-{ ❑Return Receipt(hardcopy) $ I A/fir r-9❑Certified Mail Restricted Delivery $ ;� v/ ❑Return Recei t electronic O 'a ru El Adult Signature Required $ '•5 ! t.., 0 ❑Certified Mail Restricted Delivery $ H 9 i ...23 El Adult Signature Restricted Delivery$ '�, -^_', ❑Adult Signature Required $ Postage C3 L 9 .._! , d i ❑Adult Signature Restricted Delivery$ ,n)Y 1+1'�jp1 _ O Postage a TOWN OF SOUTH OLD "G ti C 53095 ROUTE 25 ti ru LONG ISLAND RAILROAD CO. � `� Q' PO BOX 1179 a PERSON AUTHORIZED TO RECEIVE SERVICE Ln SOUTHOLD NY 11971 0 93-02 SUTPHIN BLVD,#400 ir 56-1-10.1 JAMAICA, NY 11435 - --•---'-'•56-1-9.1 ----------------- Postal Postalru o RECEIPT Domestic Mail Only Domestic Mail Only 1n Ln C-- For delivery information,visit our website at www.uSPS.CoM OD. [� CO O f`.. '.3 << O. ° dLt p Certified Mail Fee rp Certified Mail Fee �� y� Er $ Q' $ 4 �' \� j •'� Extra Services&Fees(check box,add fee as apprb ) Z11' Extra Services&Fees(check box,add fee as appropriate) 'V �(�r13 11 r-1 ❑Return Receipt(hardcopy) $ + GA r•1 ❑Return Receipt(hardcopy) $ -�{ C �+1• I ❑Return Receipt(electronic) $ ❑Return Receipt(electronic) $ t f'tG\ �ostrrfark []Certified Mall Restricted Delivery $ 1 v H C ❑Certified Mail Restricted Dellvdry $ U Here Rg ❑Adult Signature Required $ a. ru ❑Adult Signature Required $ ,` Ln ❑Adult Signature Restricted Delivery$ru Lrl []Adult Signature Restricted Delivery$ Postage PostageR� P a SUFFOLK COUNTY ' MAIN ROAD BROKERAGE INC. I o PERSON AUTHORIZED TO RECEIVE SERVICE o ' PO BOX 937 1 Q 330 CENTER DRIVE l� E' SOUTHOLD, NY 11971 _________ coRIVERHEAD, NY 11901 1 Ln Ln-• 56-3-13.4 ---------- °' 56-6-1.2 { 75;30-02-000-9047 See Reverse for Instructions Postal Service' Postal Service" CERTIFIED o RECEIPT CERTIFIED o RECEIPT j D. • Domestic Mall Only u 1 t.n C` w.uSpSC6MI [� fT 1Tr� .7 .`�.iIS '•, Certified Mail Fee SVei ,y � I Certified Mail FeeEr $ _ Er Extra Services&Fees(check box,add fee as appropriate)4'7 ��q Extra Services&Fees(check box,add fee as appropriate)(( (�L� 1 ❑Return Receipt(hardcopy) $ •p i r-'� ❑Return Receipt(hardcopy) $ 7 C v C, a ❑Return Receipt(electronic) $ OCT Ip'c �ftd(� I••• i Q ❑Return Receipt(electronic) $ G�ppstln8rk ❑CertNied Mail Restricted Delivery $ �I Cltlltee ECIL I ❑CertiFled Mall Restricted Delivery $ �j O Here ^ ru ❑Adult Signature Required $ 't r -,',-.. i El Adult Signature Required $ru �. f Lr1 []Adult Signature Restricted Delivery$ =i`):," ��g LrI El Adult Signature Restricted Delivery$ �- Postage Postage 'a RbP[j C1 ANGELINA R. NORTON 1 N MAIN ROAD BROKERAGE II LLC 0 610 POND AVENUE o PO BOX 937 Er m SOUTHOLD, NY 11971 ----------------- Er SOUTHOLD, NY 11971 ---------------- oLn- 56-3-13.3 ------------------ Er 56-4-1 COMPLETE THIS SiEb-,ION ON DELIVERY - .■ Complete items 1,2,and 3. A. Signature • Print your name and address on the reverse x ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Receiv rrae� C. Date f Def ery or on the front if space permits. �J 94y " - D. Is deliv address different frolp ite 1? s SUFFOLK COUNTY It YES,enter delivery address below ❑No PERSON AUTHORIZED TO RECEIVE SERVICE 2023 330 CENTER DRIVE RIVERHEAD, NY 11901 i 56-6-1.2 II IIIIII IIII III I II I II IIII III I II I I I I II I III I III 3. Service Type ❑Priority Mail Expresso ❑Adult Signature CI Registered MaiITM dult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail@) Delivery 9590 9402 8544 3186 1508 69 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery lured Mail 9 5 8 9; 0 710 5270 1496 0875 7 2 lured Mail Restricted Delivery er$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt S ENDER- COMPLETETF11S SECTION' • • ON ■ Complete items 1,2,and 3. A. S nature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• eived by(Printed Name) C. Dat of D livery or on the front if space permits. f D Z D. Is delivery address different from item 1? ❑Ybs TOWN OFSOUTHOLD If YES,enter delivery address below: ❑No 53095 ROUTE 25 PO BOX1179 SOUTHOLD NY,11971 56-1-10:1 II I IIIIII IIII III I II I II IIII III I II I IIIIII II I I III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaIITM dult Signature Restricted Delivery ❑Registered Mail Restricted Certified MailO Delivery 9590 9402 8544 3186 1599 92 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ured Mail 9589 0 710 5270 1496 0675 10 ured Mail Restricted Delivery r$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION PN DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X �edftme) ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received b C. Date of Delivery or on the front if space permits. D. Is delivery address different from item 1? ❑Yes ANGELINA R. NORTON If YES,enter delivery address below: ❑No 610 POND AVENUE SOUTHOLD, NY 11971 56-3-13.3 II I IIIIII I'll III I II I II Illl III I II I IIII I IIIII III 3. Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered MaiITM Vdult Signature Restricted Delivery El Registered Mail Restricted Certified Mail@ Delivery 9590 9402 8544 3186 1599 61 ❑Certified Mail Restricted Delivery 0 Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery -' ured Mail 9589 0 710 5270 1496 0875 41 lured Mail Restricted Delivery er$500) PS Form 381.1_.JUIv 2020 PSN 7530-02-000-9053 J. , SENDER-. COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. FfeceivErd by Kintea C. Date of Delivery or on the front if space permits. D. Is delivery address different from item 1? ❑Yes j ANGELINA,R.;NORTON If YES,enter delivery address below: ❑No 610 PONDtANTNUE SOUTHOLD;:N(" 1971 56-1-11.11 , Il I IIIIII Illl III I II I Il IIII III I II I IIII I II I II III 3. Service Type O Priority Mail Expresso 0Addult Signature ❑Registered MaiITM dult Signature Restricted Delivery ❑Registered Mail Restricted' Certified Mailo Delivery 9590 9402 8544 3186 159985 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer.from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery j ! j ! 1 + , n Insured,Mail - ; 1 9589 0 710 527 0 14 9 6 0 8 7 5 2 7 $5 0)il Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt + r ■ Complete Items 1,2,and 3. A-Signature --- 11 ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. A ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. D. Is delivery address different from item 1? ❑Yes ANGELINA R. NORTON °; If YES,enter delivery address below: ❑No 2640 LONG CREEK DRIVE.'`, SOUTHOLD, NY 11971 56-1-11.12 III'III'll'III'I�II'III'II"III'lII'I IIIIIIIII 3. Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered Ma11TM f dultSignature Restricted Delivery ❑Registered Mall Restricted ertified Mae Delivery 9590 9402 8544 3186 1599 78 ertified Mail Restricted Delivery ❑Signature ConfirmationTM ollect on Delivery ❑Signature Confirmation 2. Article Number(transfer from,service label)+I ❑Collect on Delivery,Restricted Delivery Restricted Delivery ❑Insured Mail 9589 0710 5270 1496 08754 ver$5 0)IResVlctedDelivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt NUTILL U I-= HILAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BUDDS POND MARINA, INC. SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the installation of a 150" above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 TIME & DATE, OF PUBLIC HEARING: Wednesday, October 18, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. -A proposed action will be evaluated as to its significant ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP,policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 056.00 _03.00 _015.000 PROJECT NAME Proposed Wireless Communications Facility-Albertson Marine � r The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑✓ Building Dept. ❑✓ Board of Trustees ❑✓ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit, approval, license, certification: Nature and extent of action: See Attachment Location of action: 61405 Main Road, hamlet of Southold (SCTM:0100-056.00-03.00-015.000) Site acreage: 0.95±-acre Subject Property/0.06±-acre facility compound (Project Area) Present land use: Boat storage and maintenance Present zoning classification: Marine II (Mil) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Elite Towers,LP;New York SMSA Limited Partnership d/b/a Verizon Wireless;Dish Wireless,LLC; S (a) Name of applicant: Southold Fire District (b) Mailing address: c/o Gregory R.Alvarez, Esq.,Amato Law Group, PLLC 666 Old Country Road, Suite 901, Garden City, NY 11530 (c) Telephone number: 516-227-6363 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria W1 Yes 0 No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable As the Proposed Facility would be unmanned,it would not require potable water,nor would any liquid waste be generated.Furthermore,the Proposed Facility would be located within an existing developed area and no new impervious surfaces resulting in additional volumes of stormwater runoff would be created. Rather,it is expected that installation of the Proposed Facility would result in a net 0.04±-acre reduction of impervious surfaces and a corresponding increase in landscaped areas(i.e.,for screening vegetation to surround the proposed equipment compound).Thus,there would be no impacts to water quality or supply. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 17 Yes ❑No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Not Applicable ❑ Yes ❑No As the Proposed Facility would be unmanned and remotely monitored, requiring minimal vehicular trips(i.e.,approximately one per carrier per month for maintenance/monitoring),there would be no significant adverse impacts to air quality resulting from automobile emissions.Moreover,the Proposed Facility does not involve the creation of an industrial use.As such,it is not anticipated that the Proposed Facility would have any adverse impacts to air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable The Proposed Facility involves the construction of an unmanned communications facility,which would generate minimal construction solid waste and no solid waste during operations.Thus,no environmental degradation from generation of solid waste,hazardous substances or other wastes would occur. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable As previously indicated,the Proposed Facility involves the construction of a wireless communications facility upon a previously disturbed portion of the overall Subject Property that is used as a boat storage and maintenance facility.As such,this project does not provide or impede public access to, or recreational use of, coastal waters, public lands and public resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable As the Proposed Facility would be unmanned,is unrelated to marine resources,and is not located on or adjacent to the shoreline,it would not impact living marine resources. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable The proposed facility would have no impact on agricultural lands in the Town,as the proposed facility would be situated on a previously disturbed,unvegetated area of a boat storage and maintenance facility. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable See Attachment PREPARED BY TITLE Environmental Planner DATE June 7,2023 William Sklar,AICP VHB Engineering,Surveying,Landscape Architecture and Geology,P.C., as Environmental Consultant to the Co-Applicants Proposed Wireless Communications Facility-Albertson Marine 61405 Main Road Hamlet of Southold,Town of Southold Suffolk County, New York LWRP Consistency Assessment Form Attachment Nature and Extent of Action: The Proposed Action involves the installation of a wireless communications facility, including a concealment pole and associated equipment, at 61405 Main Road in the hamlet'of Southold,Town of Southold, Suffolk County, New York(the"Subject,Property," see attached Site Location map). Specifically, the Proposed Action includes the installation of a 150±-foot above grade level (agl) concealment pole with the antennas of multiple wireless service carriers concealed within and two Southold Fire District whip antennas mounted atop the concealment pole reaching a top height of 164-feet-1 0±-inches agl.Six Verizon Wireless panel antennas would be installed within the concealment pole in three sectors (two panel antennas per sector) at centerline heights of 141-feet-2± inches agl and 146-feet-1± inch agl.Three Dish Wireless panel antennas would be installed within the concealment pole in three sectors (one panel antenna per sector) at a centerline height of 132± feet agl.There would be room for additional future wireless service carrier antennas within the concealment pole below the Verizon Wireless and Dish Wireless antennas. The concealment pole would be installed within a 70±-foot-by-35±-foot (2,450±-square-foot [sf]) ground-based fenced equipment compound situated at the rear(north) side of the Subject Property behind an existing boat storage warehouse:The equipment compound would include space for the equipment of multiple wireless service carriers (i.e.,Verizon Wireless, Dish Wireless and future carriers), and the Southold Fire District. The Verizon Wireless equipment would be installed atop a proposed 1 0±-foot-by-20±-foot (200±-sf) steel platform surrounded by a 42±-inch-high handrail, and would be covered by a steel canopy with a top height of 11-feet-6± inches agl. Four Verizon Wireless GPS units would be mounted atop the equipment canopy to a top height of 13-feet-6± inches agl. The Dish Wireless equipment would be installed atop a proposed 8±-foot-by-1 0±-foot (80±-sf) steel platform surrounded by a 42±-inch-high handrail.One Dish Wireless GPS unit would be mounted atop the equipment platform. The Southold Fire District equipment would be installed atop a proposed 8±-foot-by-1 0±-foot (80±-sf) equipment platform. The equipment within the compound would be connected to the concealment pole via cable bridges (one cable bridge per equipment platform).Additionally, utility connections (i.e., power and telco)would be routed underground from an existing utility pole on Main Road to a proposed transformer and mesa cabinet within the equipment compound. Power and telco conduits would be routed underground within the equipment compound from the transformer and mesa cabinet to the equipment platforms. All equipment within the compound would be elevated a minimum of 3± feet agl to provide a minimum of two feet of clearance above the base flood elevation of six feet (North American Vertical Datum of 1988). Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form The equipment compound would be surrounded by a 6±-foot agl black chain link fence with an access gate on the east side of the compound. Evergreen trees with a minimum height of 6± feet agl would be planted in a stager pattern along the north and west sides of the compound to provide additional screening. Section C—Evaluation of LWRP Policies This section provides additional discussion of the relevant items listed in Section C of the LWRP Consistency Assessment Form. Policy 1 —Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. The proposed concealment pole and associated equipment compound would be situated upon an unvegetated portion of the overall Subject Property,which currently serves as a boat storage and maintenance facility.The Project Area would occupy only 0.06± acre (5.9± percent of the Subject Property).The proposed concealment pole would conceal the antennas of multiple wireless service carriers within the pole,thereby promoting co-location and obviating the need for multiple tall structures throughout the community, and would be a neutral color to blend with the sky and surroundings.The installation of Southold Fire District communications,antennas would improve emergency response services in the area. Further,the concealment pole would be situated along a corridor containing a variety of uses, including marinas and the Long Island Rail Road (LIRR), rather than along the shoreline or on agricultural or open space land. Finally,the presence of a communications facility along (or visible from) the Main Road (NYS Route 25) corridor would not be precedent setting, as there are other similar facilities with communications antennas along that roadway, including at the Southold Fire Department, 1.16± miles west of the Proposed Facility, and at the Southold Police Department, 3.64± miles southwest of the Proposed Facility. Overall,the design and location of the Proposed Facility minimizes adverse effects of development and is consistent with this Policy. Policy 2—Protect and preserve historic and archaeological resources of the Town of Southold. Section 106 review was completed for the Proposed Facility.The New York State Historic Preservation Office (NYSHPO) issued a determination as part of the Section 106 review, dated November 16, 2017, indicating "No Historic Properties in Area of Potential Effects (APE)"for Direct.Effects, and "No Adverse Effect on Historic Properties in APE"for Visual Effects (see Appendix A for SHPO determination). Therefore,the Proposed Facility is consistent with this Policy. Policy 3—Enhance visual quality and protect scenic resources throughout the Town of Southold. Although the proposed concealment pole would be visible from the surrounding area, including along Main Road (a designated Scenic Byway), it is anticipated, as indicated by the visual analysis submitted under separate cover(see Planning,Zoning and Visual Impact Analysis,VHB May 2023)that views would be limited, as the proposed concealment would be obscured from view from many locations by intervening structures and vegetation.The proposed ground-based equipment compound would be situated at the rear of the overall Subject Property, behind an existing building, such that it would not be visually prominent in views from the surrounding area. Finally,wireless service carrier antennas for multiple carriers would be concealed within the concealment pole structure, screening the antennas from 2 Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form view and obviating the need for multiple communications facilities in the area.Additionally,the concealment pole's neutral coloration would allow it to blend with the surrounding area. Further,views of the proposed concealment pole would not be unprecedented, as there are other similar facilities with communications antennas along that roadway, including at the Southold Fire Department, 1.16± miles west of the Proposed Facility, and at the Southold Police Department, 3.64± miles southwest of the Proposed Facility.Overall,the Proposed Facility has been designed in a manner that is protective of visual quality and scenic resources, consistent with this Policy. Policy 4—Minimize loss of life, structures,and natural resources from flooding and erosion. The Subject Property is not located within a Coastal Erosion Hazard Area. According to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Panel 36103C0l59H,the Proposed Facility location is within a designated Special Flood Hazard Area (i.e.,Zone AE, base flood elevation 6 feet).This indicates that there is a one percent annual chance of flood waters reaching or exceeding the base flood elevations at the Subject Property.As indicated by the project engineer,Azimuth Engineering, installation of the Proposed Facility would result in the minimal disturbance of only 0.08± acre of existing unvegetated, previously developed areas on the Subject Property and a 0.04±-acre reduction of impervious surfaces at the Subject Property, replacing existing impervious surfaces with new landscaping (i.e., screening vegetation surrounding the ground-based equipment compound). Furthermore,the Proposed Facility is designed to meet the Town's Floodplain Development Permit requirements for nonresidential structures, as set forth at § 148-19(A) of the Town Code.These design features include elevating the proposed equipment on platforms at least two feet above the base flood elevation, and ensuring that the portions of the facility below the base flood elevation (i.e.,the base of the concealment pole and equipment platform support piers)will be constructed to be watertight and substantially impermeable to the passage of water and are capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. Based on the design of the Proposed Facility, it is consistent with this Policy. Policy 6—Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. The Project Area is not within or adjacent to a Significant Coastal Fish and Wildlife Habitat.The Project Area is within the 100-foot jurisdictional adjacent area of NYSDEC and Town of Southold regulated freshwater wetlands. Consultation is underway to secure wetlands permits from the NYSDEC and the Town.As provided by the project engineer,Azimuth Engineering, during construction, silt fence,straw bales, and other erosion and silt controls will be installed and maintained, as necessary, to prevent adverse impacts on wetlands. It is also noted that the Proposed Facility would be on a previously disturbed, unvegetated area, and would not result in any significant adverse impacts to ecosystems. Policy 10—Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. As the Proposed Facility is a wireless communications facility, it would not directly protect or promote the siting of water-dependent resources.However, existing and future water-dependent uses would potentially benefit in emergency situations, as Verizon Wireless service, Dish Wireless service, and the services of potential future wireless service providers that would co-locate within the facility,would be 3 Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form enhanced. In addition,the Southold Fire Department would install communications antennas at the top of the concealment pole,thereby improving its emergency communications capabilities. Policy 13—Promote appropriate use and development of energy and mineral resources. The Proposed Facility would use a minimal amount of electricity and would be unmanned.Therefore,the effect on energy and mineral resources would be minimal. l \\vhb.com\gbl\prof\Hauppauge\22175.00 Elite Towers-Albertson\Reports\LWRP\CAF Attachment.dou 4 Figure 1: Site Location Nib Proposed Wireless Communications Facility - Albertson Marine 61405 Main Road, Hamlet of Southold,Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00— Lot 015.000 �► + Proposed Wireless, Communi ations Facility k —, 4 i• � Subject Property 0 a a Suffolk folk County IN 0 100 200 300 Feet _ - _ 0 Subject Property* *Subject Property boundaries are approximate. Source:Suffolk County Real Property Tax Service Agency(2076),Neormap Imagery(2023) f—��Cir 666 OLD COUNTRY ROAD, 9T"FLOOR + GARDEN CITY,NY 11530 LAW G K G U P, P L L C TEL: 516.227.6363 1 FAX:516.227.6367 August 9, 2023 VIA BAND DELIVERY Town of Southold ' 2023 Board of Town Trustees Town Hall Annex Building so�nnorarovvn 54375 Route 25 Board of T,vstees PO Box 1179 Southold,NY 11971 Re: Wetland Permit Application(the"Application")to the Town of Southold("Town") Board of Town Trustees by Elite Towers, L.P. ("Elite") in connection with the proposed public utility communication facility ("Communication Facility") to be located at 61405 Main Road,Southold,New York 11971,District 1000,Section 56, Block 3 Lot 15 (the"Property") Dear Board of Town Trustees: In connection with the Application for the construction and maintenance of the Communication Facility on the Property, enclosed are four (4) sets of packages in support of the Application to the Board of Town Trustees,as set forth in further detail within the cover letter from VHB. Shot Clock As noted within our January 9, 2023, correspondence (a copy has been enclosed with this submission), the shot clock governing this project recommenced, and ran until the release of the Notice of Disapproval. As an additional nine(9)days elapsed,by our calculation 108 days remain in connection with the 180-day"shot clock" set forth within In the Matter of Petition for Declaratory Ruling, WT Docket No. 08-165, issued by the FCC on November 18,2009. Please note that today we have concurrently filed applications with the Planning Board and the Zoning Board of Appeals in connection with this project. Therefore,we,seek your assistance in administering this Application in a timely fashion consistent with the shot clock. If you should have any questions or require anything further,please feel free to contact me. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 (A� Thank you for'your continuing attention to this Application. i Very truly yours, Gregory R.Alvarez Enclosures cc: Elite (via email, w/out enclosures) Verizon Wireless(via email,w/out enclosures) DISH (via email,w/out enclosures) Southold Fire District(via email,w/out enclosures) 2 lv` hbo June 7,2023 Ref:22175.00 VIA OVERNIGHT CARRIER Town of Southold Board of Town Trustees Town Hall Annex 54375-Route 25 P.O. Box 1179 Southold, New York 11971 Re: Request for Town of Southold Wetland Permit Albertson Marine Wireless Communications Facility 6-1.4.05 Main Road Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00—Block 03.00—Lot 015.000 To Whom it May Concern: VHB Engineering, Surveying, Landscape Architecture and Geology P.C. (VHB) is serving as consultant to Hite-Towers, L.P (the"Applicant"),which is proposing to install a public utility wireless communication facility (the"Proposed Project") at portions of the 1.95± acre commercial property located at 61405 Main Road, in the Town of Southold,Suffolk County, New York(the Subject Property').The purpose of the Proposed Project is to provide wireless communications.coverage within the general surrounding area of the Subject Property,where existing service is deficient.A further purpose is to improve the emergency response capabilities of the Southold Fire Department.The Proposed Project would occur within 100 feet of two Town-regulated freshwater wetlands located to the north and south of the Subject Property. Accordingly, in conjunction with the additional Town of Southold authorizations being requested for the Proposed Project,VHB is requesting a Town of Southold Wetland Permit for the Proposed Project on behalf of the Applicant. To assist in the processing of this request,we are hereby enclosing four sets of the following: Appendix Town of Southold Wetland Permit Application Form and Attachment Appendix B Site Figures: 100 Motor Parkway Suite 350 Engineers I scientists I Pl.anners I Designers Hauppauge,New York 11788 P 631.787.3400 F 631.813.2545 o - V T�m Town of Southold Board of Town Trustees ; •4 �s Ref: 22175.00 June 7,2023 Page 2 Figure 1 -Site Location Map Figure 2—Tax Map Figure 3- USGS Topographic Map Figure 4-Wetland Delineation Map Appendix C Property Surrey, prepared by American Engineering and Land Surveying, P. last revised October 24,2018 Appendix D Elite Towers, LP site plans prepared by Azimuth Engineering, P.C., last revised May 18,2023;Dish Wireless site plans prepared by Azimuth Engineering, P.C, last revised May 17,2023 Appendix E Photograph location map and photograph log Appendix F Short Environmental Assessment Form Appendix G LWRP Consistency Assessment Form with Attachment Appendix H Authorization Letters and Forms Also enclosed is a check for$1,250.00,representing the Town of Southold Wetland Permit application fee. Thank you for your cooperation in this matter. If additional information is required,or should you have any questions, please do not hesitate to contact me at(631)787-3400 or dkennedy@vhb.com. Sincerely, VHB Engineering,Surveying, Landscape Architecture and Geology, P.C. David Kennedy, MS, PWS,CE Senior Environmental Scientist \\vhb\gbl\prol\Hauppauge\22175.00 Elite Towers-Albertson\ProjRecords\FnalDocs\20230607 Town of Southold\20230607_Alberstosn Town Cover_FlNALdoa e 0 .c 3 E wC E i E ' 1, 1! E � 1, I M AUG 3 1 2023 Vhb. se��:�.id Toms, Board ai i7rs.ees June 7, 2023 Ref: 22175.00 VIA OVERNIGHT CARRIER Town of Southold Board of Town Trustees Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Request for Town of Southold Wetland Permit Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00—Lot 015.000 To Whom it May Concern: VHB Engineering, Surveying, Landscape Architecture and Geology P.C. (VHB) is serving as consultant to Elite Towers, L.P (the"Applicant"),which is proposing to install a public utility wireless communication facility(the"Proposed Project") at portions of the 1.95± acre commercial property located at 61405 Main Road, in the Town of Southold, Suffolk County, New York (the "Subject Property").The purpose of the Proposed Project is to provide wireless communications coverage within the general surrounding area of the Subject Property,where existing service is deficient.A further purpose is to improve the emergency response capabilities of the Southold Fire Department.-The Proposed Project would occur within 100 feet of two Town-regulated freshwater wetlands located to the north and south of the Subject Property. Accordingly, in conjunction with the additional Town of Southold authorizations being requested for the Proposed Project,VHB is requesting a Town of Southold Wetland Permit for the Proposed Project on behalf of the Applicant. To assist in the processing of this request,we are hereby enclosing four sets of the following: Appendix A Town of Southold Wetland Permit Application Form and Attachment Appendix B Site Figures: 100 Motor Parkway Suite 350 Engineers I Scientists I Planners I Designers Hauppauge,New York 11788 P 631.787.3400 F 631.813.2545 i f Town of Southold Board of Town Trustees Ref: 22175.00 �1®® June 7, 2023 `/ Page 2 v Figure 1 - Site Location Map Figure 2—Tax Map Figure 3 - USGS Topographic Map Figure 4 -Wetland Delineation Map Appendix C Property Survey prepared by American Engineering and Land Surveying, P.C., last revised October 24, 2018 Appendix D Elite Towers, LP site plans prepared by Azimuth Engineering, P.C., last revised May 18, 2023; Dish Wireless site plans prepared by Azimuth Engineering, P.C, last revised May 17, 2023 Appendix E Photograph location map and photograph log Appendix F Short Environmental Assessment Form Appendix G LWRP Consistency Assessment Form with Attachment Appendix H Authorization Letters and Forms Also enclosed is a check for$1,250.00, representing the Town of Southold Wetland Permit application fee. Thank you for your cooperation in this matter. If additional information is required, or should you have any questions, please do not hesitate to contact me at (631) 787-3400 or dkennedy@vhb.com. Sincerely, VHB Engineering, Surveying, Landscape Architecture and Geology, P.C. David Kennedy, MS, PWS, CE Senior Environmental Scientist \\vhb\gbl\prof\Hauppauge\22175.00 Elite Towers-Albertson\ProjRecords\FinalDocs\20230607_Town of Southold\20230607_Alberstosn Town Cover FINAL.docx