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Home My WebLink About1000-56.-3-15 FORM NO. 3 CIE' D TOWN OF SOUTHOLDJANIoi`�")23 BUILDING DEPARTMENT _ i SOUTHOLD,N.Y. _uJ"IwQW 'Wvyr Planning Board NOTICE OF DISAPPROVAL DATE: January 18, 2023 TO: Gregory R. Alvarez (Budd's Pond Marina) 666 Old Country Road, Suite 901 Garden City,NY 11530 Please take notice that your application dated January 4, 2023: For permit: to construct a new wireless telecommunications facility: Location of property: 61405 Main Road Southold NY County Tax Map No. 1000 - Section 56 Block 3 Lot 15 Is returned herewith and disapproved on the following grounds: Pursuant to Article XIII, Section 280-53, the Bulk Schedule requires 80,000 sq. ft. Pe use in the MII zone district. The proposed wireless telecommunications facility use constitutes a second principal use on this 41,346 sq. ft. lot in the M11 zone district. In addition,the Bulk Schedule requires a minimum rear and setback of 25 feet and maximum lot covers c of 30%. The pMosed.facility has a rear and setback of 8 feet and lot coverage at 32%. Fui thermore, the proposed use,reguires,site plan approval from the Southold Town Planninp,Board. Authorized Sign �e Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. ZBA, Planning,file OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov AVE PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Cc: Nancy Dwyer, Building Inspector Amanda Nunemaker, Building Permits Examiner Tracey Dwyer, Building Plans Examiner From: Heather M. Lanza, AICP, Planning Director 14— Date: January 17, 2023 Re" New Wireless Communications Facility– Elite Towers 61405 Main Rd, Southold SCTM#1000-56-3-15 The application noted above requires review for a Notice of Disapproval. Please review for any non-conformities from the bulk schedule in the MII zoning district. It appears from our preliminary review that lot area and setback variances are required. Please also review lot coverage. Because federal law requires local municipalities to meet what is known as the "shot clock", we have very little turnaround time for this review. We wouldappreciate your response as soon as possible, and no later than Janua 23. We have enclosed the most recent plans for your review. They are also on Laserfiche at Planning/Applications/Site Plans/Pre-submission/56.-3-15 Cell Tower Facility @ Budds Pond/1000-56-3-15 Revised Plans Rec'd 1/10/23. We note and will advise the applicant that a permit from the Southold Town Trustees will also be required. 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MAI" RECEIVED. .. ' Town of Southold 3 2022 Planning Department DC 1,) Town Hall Annex Buildin � iiEN 2 6\mm g n 54375 Route 25 Planning Board PO Box 1179 Southold,NY 11971 Attn.: Heather Lanza Re: Application(the"Application")to the Town of Southold("Town")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 T�istrict 1000 Section 56 Block 3 Lot 15 the "Pro e " Dear Ms. Lanza: In connection with the Application for the construction and maintenance of the Communication Facility on the Property, and in response to your correspondence dated November 30, 2022 (the "11/30 Correspondence"), herein are our proposed steps to address the stated comments. In particular,and as discussed,we set forth below Elite's proposed approach to achieve completeness of the Application, allowing Elite to proceed with its submissions to the Town Planning Board and Zoning Board of Appeals ("ZBA"). The comments from the 11/30 Correspondence are in italics,followed by responses to each. After the comments are addressed,we will also provide a proposed understanding of the current status of the calculation of the"shot clock" under the mandates set forth by the Federal Communications Commission ("FCC"). Upon your review, we respectfully request your concurrence in writing as to the items outlined herein. des o res to 11130 ,arre,ponde►ice The Town Code bulk schedule for the MH zone requires 80,000 sq.ft. per use. The new wireless facility is considered a second use on the subjectproperty. The parcel is only about 41,000 sq.ft. in size where 160,000 sq.ft. is required. This will require a substantial(74%)variance from the Town Zoning Board of Appeals. RESPONSE: We will note this request within the updated drawings to be prepared by Azimuth Engineering P.C.,which will be submitted under separate cover(the"Drawings"). (Please note that we had noted on the previously-submitted drawings the non-compliant nature of the parcel as to lot 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 size,but will modify the zoning table to request relief based on the second use.) Elite has requested a similar variance on other projects,noting in particular that the proposed Communication Facility will only occupy approximately 2,500 square feet,will only require a visit from technicians once a month, and will otherwise be a passive use. This proposed construction also exceeds the lot coverage maximum in the bulk schedule. RESPONSE: This comment is duly noted. There will be further support for this request,which is relatively di minimis in that the noncompliance would be 2%over the permitted allowance under the Town Code. Does the plan show the distance to the rear property line?Does it meet the setback requirementfor a rear yard for a principle use in the MII zoning district? We need the dimensions shown on the plan for the distance to the rear property line of the tower and the equipment cabinets to make the application complete. And if too close, a variance would be needed. RESPONSE: The Drawings will be updated to confirm the location of the rear Property line. Note that the request for relief from the rear yard setback requirement had been identified on the previously-filed drawings. However, as needed, the Drawings will be updated based on the determined location of the rear Property line. In order for this application to proceed you would need variances to be approved by the Town Zoning Board of Appeals (ZBA). RESPONSE: This comment is duly noted. Submission will be made to the ZBA upon confirmation of completeness of the Application. I also noted that the proposed construction appears to be within 100'of wetlands, meaning you will need the Town Trustees to review this proposal as well as Town Planning. Once the application is complete and you file for the variances with ZBA, site plan and special exception at Planning,you can file simultaneously with Trustees. To make the application complete,you will need a plan that shows the distance to the wetlands. RESPONSE: The Drawings will be updated to reflect the proposed distance to the existing wetlands, as applicable. The plans shows a tower with `existing' Verizon antennas and `proposed'DISHantennas. Since the tower doesn't exist yet, wouldn't it make sense that both carriers'antennas are proposed'? Or is DISH not yet on board with this application? RESPONSE: As discussed, DISH is "on board",and will be a co-applicant to the Planning Board and ZBA. The purpose of the differentiation of terms is to reflect that DISH's build will be separate and distinct from Elite's, and will only proceed once Elite has constructed the pole and compound 2 area to allow for DISH's installation. I don't see a plan that clearly labels the distance from the proposed pole to the nearest RR tracks. This needs to be submitted to make the application complete. RESPONSE: Consistent with the updates to be provided to the rear Property line, similarly the Drawings will be updated to provide the distance to the LIRR railroad tracks. The proposed screening vegetation is shown as crossing into the adjacent LIRR right of way property. The site must be designed to fit on the subject property, including the required screening vegetation. RESPONSE: This change will be made to the Drawings once the rear Property line has been confirmed. Since this will require Special Exception approval by the Planning Board, as well as site plan approval,provide a narrative addressing 280-73 B. and C. items to make the application complete. RESPONSE: Once the drawings are complete,our office will provide an accompanying narrative to address the referenced Town Code sections. In addition, at the hearing stage, Elite intends to provide further planning support in order to meet the stated criteria for a special exception. If you are requesting any waivers from the Planning Board(280-76.2), which 1 believe at least one (tower height over 80) is being requested, address those in a narrative to the Board in your application as well to make the application complete. RESPONSE: This narrative will also be filed with the Drawings, and will be further supported at the hearing stage. The storage building on which this site is proposed was constructed prior to site plan approval being required. This proposal may present issues for the landowner because they have historically used the area where the cell tower is proposed to store boats. Where will those boats be stored once the facility is constructed? RESPONSE: We will consult with the landlord, and advise in our narrative response, referenced above, and to be filed with the updated Drawings. Finally, evidence to prove the need for the height will need to be presented. RESPONSE: This comment is duly noted. Please be aware that as part of the resubmission to the Town of November 4, 2022, we included RF Reports from both DISH and Verizon Wireless in support of the need for the height. Further details will also be provided in connection with the Southold Fire District. As part of the submission, which will include the updated Drawings and 3 narrative, we will file materials provided by same. Finally, during the hearing stage, Elite may provide further detailed information regarding the need for the Communication Facility's height. All of the foregoing materials, and supporting testimony, will be submitted in an effort to avoid the situation I understand occurred in the case of the Mattituck Fire District. The foregoing, together with the issues identified in Cityscape's initial incompleteness report, will need to be addressed before this application can be deemed complete. RESPONSE: As discussed,we believe that Elite's resubmission on November 4,2022,addressed the comments from the initial incompleteness report. Therefore,we ask that you confirm you are in agreement regarding same(excepting any of the above comments which are adjacent to those found in the original incompleteness report). Shot Clock With this submission, and consistent with the Declaratory Ruling regarding timely siting review, In the Matter of Petition for Declaratory Ruling, WT Docket No. 08-165, by the agreed calculation, the Town has utilized 10 additional days to provide its response to the November 4, 2022, resubmission. (See FCC Report and Order 14-163,paragraph 259, for further details on the 10-day rule.) While we understand that your comments were provided to us on November 30th, which exceeded the time within which the Town had to respond to allow for a pause on the "shot clock",in the interest of working with the Town,Elite agrees to pause the shot clock as ofNovember 14th,provided the Town facilitates a written summary of relief and the assignment of hearing dates in a timely manner once we provide to you the updated drawings and accompanying materials described above. As such, upon Elite's submission of the requested materials, the shot clock recommences,allowing for 117 more days as part of the Town's review process. Provided the Town confirms a complete application,the shot clock would again pause until Elite files its applications to the respective boards, at which point the shot clock will recommence. Notwithstanding the foregoing,Elite reserves all rights in connection with future claims subject to continuing cooperation from the Town. 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, vvr �4 Gregory R. Alvarez 4 Michaelis, From: Gregory Alvarez <ga|varez@amatofnn.com> Sent: Friday, November 4` 2O220:SSAK4 To: Lanza' Heather; Michaelis, Jessica Cc: Verity, Mike; Bunch, Connie; Tanya Negron;]ustin C. Saper (Justin.Saper@e|ite- tovvers.com); Brooke P. Dolan Subject: Cell Tower Facility Dish Wireless at8uddsPond Marina Attachments: Proposed Cell Tower Facility at 8udds Pond K4arina9df, Letter to Town Responding to Comment Letter 11-4-229df Heather(and all)— In response to the attached Town letter, herein in a link to the set of responsive materials to address each of the comments: . | have also attached above our cover letter addressing the responses indetail. Please advise ifyou require hard copies ofthe attachments. Provided everything is in order, we respectfully request the Notice of Disapproval allowing us to proceed with the Planning Board site plan application. |fyou have any questions, please let usknow. Thank you. Regards, Greg Gregory R. AIvareo OOOOld Country Road, Suite, 8Ol GordeuOity, N/ 11530 Office: (516) 227-6363 Fox: (516) 227-6367 E-Mail: Website: CONFIDENTIALITY NOTICE: This elecLroniczneaaoge couLoiva information from the,law firm of Amato Lovv Grooy, yLLO. This e-mail and any files attaelied may eontain eonfidential lnft)rmation that Is legally privileged. If you are, not the, intended reciyieuL oroperson responsible [ordelivering it, you are, hereby notified that any diselosure, eopying, distribution or use, of any of the, lnft)rmation eontained in or attaelied to this transmission Is 61[IC|O1[LYyICOIZ|8|1[Eb. |[you have, receivedthis transmission iuerror, please Comvordsame, to sender and destroy the, original transmission and its oUocbmeuLa vviLbonL reading or saving ivany manner. From: Michaelis,Jessica "jessica.michae|is@tovvn.southo|d.ny.usx Sent:Thursday, March 17, ZUZZ11:4ZAM To: Gregory Alvarez<galvarez@amatofirm.com>; 'Tanya Negron' <Tanya.Negron@elite-towers.com>; Lanza, Heather <heather.|anza@tovvn.southo|d.ny.usx Cc:Verity, Mike<Mike.Verity@tovvn.southo|d.ny.usx; Bunch, Connie<Connie.Bunch@tovvn.southo|d.ny.usx Subject RE: Incomplete Letter Cell Tower Facility Dish Wireless atBudds Pond Marina 1 Gregory, I spoke with Heather this morning. The application to the Building Department must be made complete as per the letter sent to you from the Planning Department indicating the missing items. Once the Building Department has received those items, and they have been reviewed and deemed complete by our consultant (this happens via the Planning Department), they will be able to issue a Notice of Disapproval and you can then apply to the Planning Board for site plan approval. Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownny.gov From: Gregory Alvarez<galvarez()amatofirm.com> Sent:Thursday, March 17, 2022 10:08 AM To: Michaelis,Jessica <`essica.michaelis( town.southold.n ...:_�a_s> Cc: 'Tanya Negron' <T n�,i�rnn( elite-tn nrs:co .>; Lanza, Heather<heather:_Ianz ( tn n sc athc ld:ny:�as> Subject: RE: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina Jessica- I just realized I have not seen the denial come through yet. Do you have any further information on this? Thank you. Regards, Gregory R.Alvarez 1AMA„i. , .` 1 A%V (I r R r I 0' I'l, I C 666 Old Country Road, Suite 901 Garden City, NY 11530 Office: (516) 227-6363 Fax: (516) 227-6367 E-Mail: galvarez()amatofirm.com Website: htt s: linked e ilot.com s 48ff8755 huZd Z EkSf-bfIK4z2b4O,?u-htt www.amatolaw rnap:cnrn CONFIDENTIALITY NOTICE:This electronic message contains information from the law firm of Amato Law Group, PLLC. This e-mail and any files attached may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please forward same to sender and destroy the original transmission and its attachments without reading or saving in any manner. 2 From: Gregory Alvarez Sent: Monday, February 28, 2022 10:20 AM To: 'Michaelis,Jessica' <jessicam( southoldtownny. ov> Cc: 'Tanya Negron' <T n�,i�rnn( elite-tn nrs:co .>; 'Lanza, Heather' <heather:_Ianz ( tn n sc athc ld:ny:�as> Subject: RE: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina Jessica- Following up on our discussion last week, please let us know if you have been able to secure the denial for this application. Thank you. Regards, Gregory R.Alvarez 1 A%V (I r R r I 0' I'l, I C 666 Old Country Road, Suite 901 Garden City, NY 11530 Office: (516) 227-6363 Fax: (516) 227-6367 E-Mail: galvarez()amatofirm.com Website: htt s: linked e ilot.com s 48ff8755 huZd Z EkSf-bfIK4z2b4O,?u-htt www.amatolaw rnap:cnrn CONFIDENTIALITY NOTICE:This electronic message contains information from the law firm of Amato Law Group, PLLC. This e-mail and any files attached may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please forward same to sender and destroy the original transmission and its attachments without reading or saving in any manner. From: Gregory Alvarez Sent: Friday, February 4, 2022 11:41 AM To: 'Michaelis,Jessica' <jessicam( southoldtownny. ov> Cc: 'Tanya Negron' <T n�,i�rnn( elite-tnwnrs:corrr.>; Lanza, Heather<heather:_Ianz ( tnwn sc athc ld:ny:�as> Subject: RE: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina Thank you,Jessica. We will advise of any questions. Have a great weekend. Regards, Gregory R.Alvarez , AMA„i'(" ., 1 A%V (I r R r I 0' I'l, I C 666 Old Country Road, Suite 901 3 Garden City, NY 11530 Office: (516) 227-6363 Cell: (201) 638-7686 Fax: (516) 227-6367 E-Mail: galvarez()amatofirm.com Website: htt s: linked e ilot.com s 48ff8755 huZd Z EkSf-bfIK4z2b4O,?u-htt www.amatolaw rnap:cn CONFIDENTIALITY NOTICE:This electronic message contains information from the law firm of Amato Law Group, PLLC. This e-mail and any files attached may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please forward same to sender and destroy the original transmission and its attachments without reading or saving in any manner. From: Michaelis,Jessica [rniltc.:.jnss%crn( sc �athnldtpnn civ] Sent: Friday, February 04, 2022 11:40 AM To: Gregory Alvarez<galvarez()amatofirm.com> Cc: 'Tanya Negron' <T n�,i�rnn( elite-tn nrs:co .>; Lanza, Heather<heather:_Ianz ( tn n sc athc ld:ny:�as> Subject: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina Good Morning, Please see attached letter for the proposed Cell Tower Facility at Budds Pond Marina. Originals were mailed this morning via US Mail. Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownny.gov From: Gregory Alvarez<galvarez()amatofirm.com> Sent:Thursday, February 3, 2022 1:33 PM To: Michaelis,Jessica <jessicam@southoldtownny. ov> Cc: 'Tanya Negron' <T n�.N�r.on( elite-towers_:cn_ > Subject: RE: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina Understood. Thank you. Gregory R.Alvarez 1AMA„i. , ., 1 A%V (I r R r I 0' I'l, I C 666 Old Country Road, Suite 901 Garden City, NY 11530 Office: (516) 227-6363 Fax: (516) 227-6367 4 E-Mail: galvarez()amatofirm.com Website: htt s: linked e ilot.com s 945604d5 YIBwN81Kasw?u-htt www.amatolaw raa�ap:caa CONFIDENTIALITY NOTICE:This electronic message contains information from the law firm of Amato Law Group, PLLC. This e-mail and any files attached may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please forward same to sender and destroy the original transmission and its attachments without reading or saving in any manner. From: Michaelis,Jessica <jessicam@southoldtownny. ov> Sent:Thursday, February 3, 2022 1:24 PM To: Gregory Alvarez<galvarez()amatofirm.com> Cc: 'Tanya Negron' <T n�.N�r.on( elite-towers_.com> Subject: RE: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina I am emailing to rescind the letter that was emailed yesterday, please ignore it. A replacement letter will be mailed today. Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownny.gov From: Michaelis,Jessica Sent:Wednesday, February 2, 2022 2:37 PM To: 'Gregory Alvarez' <galvarez()amatofirm.com> Cc: 'Tanya Negron' <T n�.N�r.on( elite-towers_:cn_ > Subject: Incomplete Letter-Cell Tower Facility Dish Wireless at Budds Pond Marina Good Afternoon, Please see attached incomplete letter with details from our wireless consultant. Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownny.gov Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for 5 known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 6 From: Lanza, Heather Sent: Wednesday, November 30, 2022 12:59 PM To: 'Gregory Alvarez' Cc: Susan Rabold; 'Anthony Thomas Lepore'; Cummings, Brian A.; Michaelis,Jessica Subject: RE: Incomplete NY Southhold Dish 61405 Main Rd, RTE 25 Hi Greg, In beginning to review this file as it approaches completeness, I found some items of note. The Town Code bulk schedule for the MII zone requires 80,000 sq. ft. per use. The new wireless facility is considered a second use on the subject property. The parcel is only about 41,000 sq.ft. in size where 160,000 sq. ft. is required. This will require a substantial (74%) variance from the Town Zoning Board of Appeals. This proposed construction also exceeds the lot coverage maximum in the bulk schedule. Does the plan show the distance to the rear property line?Does it meet the setback requirement for a rear yard for a principle use in the MII zoning district? We need the dimensions shown on the plan for the distance to the rear property line of the tower and the equipment cabinets to make the application complete. And if too close, a variance would be needed. In order for this application to proceed you would need variances to be approved by the Town Zoning Board of Appeals (ZBA). I also noted that the proposed construction appears to be within 100' of wetlands, meaning you will need the Town Trustees to review this proposal as well as Town Planning. Once the application is complete and you file for the variances with ZBA, site plan and special exception at Planning,you can file simultaneously with Trustees. To make the application complete, you will need a plan that shows the distance to the wetlands. The plans shows a tower with `existing' Verizon antennas and `proposed' DISH antennas. Since the tower doesn't exist yet, wouldn't it make sense that both carriers' antennas are `proposed'? Or is DISH not yet on board with this application? I don't see a plan that clearly labels the distance from the proposed pole to the nearest RR tracks. This needs to be submitted to make the application complete. The proposed screening vegetation is shown as crossing into the adjacent LIRR right of way property. The site must be designed to fit on the subject property, including the required screening vegetation. Since this will require Special Exception approval by the Planning Board, as well as site plan approval, provide a narrative addressing 280-73 B. and C. items to make the application complete. If you are requesting any waivers from the Planning Board(280-76.2), which I believe at least one (tower height over 80') is being requested, address those in a narrative to the Board in your application as well to make the application complete. The storage building on which this site is proposed was constructed prior to site plan approval being required. This proposal may present issues for the landowner because they have historically used the area where the cell tower is proposed to store boats. Where will those boats be stored once the facility is constructed? Finally, evidence to prove the need for the height will need to be presented. The foregoing, together with the issues identified in CityScape's initial incompleteness report, will need to be addressed before this application can be deemed complete. Please call with any questions. Regards, Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: rctlr r� aaclaldtoa� rr .cr 2 ��, ' AMAA"O 666 OLD COUNTRY ROAD, 9TH FLOOR GARDEN CITY, NY 11530 LAW G RC% UP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 November 4, 2022 VIA ELECTRONIC DELIVERY Town of Southold Planning Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,NY 11971 Attn.: Heather Lanza Re: Application(the"Application")to the Town of Southold("Town")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 Ms. Lanza: In connection with the Application for the construction and maintenance of the Communication Facility on the Property,and in response to correspondence from the Planning Board Office dated February 4,2022("Town Correspondence"),herein are our responses to the comments provided by Susan Rabold of Cityscape regarding her preliminary review of the proposal. Initially, we note that the requested Technical Consultant escrow account payment of $8,500 had been previously filed on February 2,2022,to which the Planning Department acknowledged receipt on February 3,2022. (Enclosed is proof of same.) Further,please note that the intention is to have the parties,Elite,Verizon Wireless,Dish and the Southold Fire District, as co-applicants as part of this Communication Facility project. With those initial items outlined, below we will address each comment as stated in the Town Correspondence. The comments from the Town Correspondence will be set forth in italics, followed by responses to each. Elite Towers LP and Verizon Wireless Nan-Compliance with Article XVII Wireless Communication Facilities Section 280-70 o D.(]) and D.(2)Applicant needs to address highest priority in writing. RESPONSE: The proposed Communication Facility is designated as Priority(e)on the list set forth at Section 280-70.D.(1). The first two on the list noted as highest priority, i.e., (a) and(b),both are 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26`1 FLOOR I NEW YORK,NY 101.74 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 in connection with existing antenna support structures(whether on Town-owned properties(or(a)) or on property owned by other parties(or(b)). These options may be quickly ruled out as set forth in detail with the RF Reports produced by both DISH and Verizon Wireless. In each,it is demonstrated how significant the current coverage gap is within the vicinity of the Property. Due the substantial size of this gap, it is clear that no existing support structures would be able to provide sufficient coverage to satisfy the need in this area. As for the next priority under(c), or new antenna support structures on Town-owned properties,upon a close search of the area,no Town-owned parcels were available that would be situated within the area to service the existing coverage gap. Finally, for Priority (d), which includes new antenna support structures on properties zoned LI or LIO, as is evidenced by the attached excerpt from the Town's Zoning Map, affixed hereto as Exhibit "A", there are no such facilities in the vicinity of the Property, which is the target location to serve the needs of the co-applicants DISH and Verizon Wireless. Further,enclosed as part of this submission is Elite's Alternative Sites Affidavit,consisting of a report demonstrating an explanation as to each of the other sites which were investigated, and why they were ultimately rejected as viable alternatives. o F. Applicant needs to address if any of these geographic features are present. RESPONSE: Based upon a review by Azimuth Engineering P.C., Elite's site engineers, the Property does not include any of the stated geographic features. o G. Fall zones show existing structures within the 300'perimeter. Is the Applicant applying for a variance or proposing a smaller fall zone? If proposing a smaller fall zone, then the Applicant must provide a structural engineer's report addressing safety concerns. RESPONSE: Elite is seeking a variance from this provision, as the area on the Property within the fall zone would continue to be utilized as a boat storage and maintenance operation. o H. Federal aviation regulation needs to be addressed in writing. RESPONSE: Enclosed with this submission is an FAA Determination of No Hazard to Air Navigation,dated October 28,2019,confirming the absence of any issues up to 165 feet AGL and 170 feet ASML. Elite is in the process of obtaining an updated Determination, as the submitted Determination expired in 2021. This new Determination will be filed under separate cover. o I. Property is Zoned MH so all items in "I"should be addressed in a narrative and on the construction drawings. RESPONSE: The accompanying Construction Drawings,prepared by Azimuth Engineering P.C. and with a revision date of June 1, 2022, include on Sheet Z-03 a Bulk Requirements Table which addresses the existing lot size(41,346 square feet where 80,000 square feet is required),the proposed height of the communications pole(150' plus the proposed public service whip antennas at the top, where 80' is permitted) and the distances to property lines and streets (47' where 500' is required). 2 For each of these requirements, relief is to be sought from the Town Zoning Board of Appeals. o K Applicant needs to address in writing. RESPONSE: Radio emissions fall within the maximum permissible exposure (MPE) limits established by the FCC as set forth within the enclosed Antenna Site FCC Compliance Assessment and Report, prepared by Pinnacle Telecom Group, and dated August 22, 2022. This Assessment and Report also addresses each of the requirements under this section. o L. Applicant needs to provide the structural analysis for all shown tenants on the proposed tower. RESPONSE: The requested enclosed Structural Elevation, prepared by Raycap, and dated November 1,2019. Supporting Structural Calculations will be provided further in the process once the Town has provided further assurances regarding the location and height of the proposed pole. o M Applicant does not address required height for the proposed tower. RESPONSE: Enclosed are Radio Frequency Reports from Verizon Wireless and DISH Network supporting the need for coverage at the heights proposed as part of the Communication Facility. While DISH Network,as a new wireless service,has wider need to provide coverage across the Long Island region, Verizon Wireless, as a more mature network, has included in its report a height analysis, confirming that the stated heights of its antennas are needed to provide the minimum necessary coverage to the surrounding area. In addition,enclosed are Radio Frequency Materials, including a letter and map from IWT, radio frequency experts for the Southold Fire District, to outline the Fire District's need for service in the vicinity. o N. Applicant needs to address in writing and on the construction drawings how all these items are addressed RESPONSE: Elite has abided by the site design standards set forth within this Code section,to the extent feasible based on the existing conditions. In connection with Setbacks, subsection N.(I),the proposed Communication Facility abides by the required setbacks within the underlying Marine 11 zoning district, as set forth on the Bulk Requirements Table of Sheet Z-03 of the enclosed Construction Drawings, prepared by Azimuth Engineering P.C., with a revision date of June 1, 2022, 2022. Further, in connection with Signs, subsection N.(2), the Communication Facility will abide by the requirements and limitations set forth therein, and Elite will file for any required permits, as may be needed, to install such signage. Regarding base station equipment shelter requirements, subsection N.(3),will not be applicable to this project,as neither Verizon Wireless nor DISH Network intend to utilize shelters for their respective equipment, instead intending on screening its ground-based equipment with privacy fencing that will be"satisfactory to the Planning Board upon consideration of impacts on adjacent properties and minimizing visual impacts." Sheet Z-08 of the Construction Drawings depict this proposal in greater detail. Similarly, Sheet Z-08 3 addresses base equipment landscaping,subsection N.(4),whereby a double row of evergreen shrubs and trees shall be installed to provide a visual screen or buffer to adjoining parcels, streets and vantage points, Further, Elite agrees to maintain this vegetation for the life of the Communication Facility. Finally, in connection with site lighting, subsection N.(5),motion-sensing lighting will be installed with sufficient protections to shield fixtures so that lighting will not extend beyond the Property lines. Details of such lighting may be found on both Sheets Z-09 and Z-12 of the Construction Drawings. Sections 280-72; 280-74.B. and C.; 280-76; o All items must be addressed by the applicant in narrative and on the construction drawings along with any supplemental documents necessary to demonstrate compliance. RESPONSE: The Construction Drawings,on Sheet Z-03,have been updated to address the items in 280-72. Regarding 280-74.8.,with the provided documentation enclosed with this package,we believe the required items are included,specifically,the FCC Compliance Report(as to(1)(a)),the Structural Elevation (as to (1)(b)),the FCC Licenses (as to (1)(c)), the RF Reports (as to (1)(d) through(f)) and the Property Deed (as to (1)(g)). The applicable provisions of 280-74.C.have also been addressed on Sheet Z-03 of the Construction Drawings. Finally,as to 280-76,the requirements thereunder are noted and shall be complied with as applicable during the life of the Communication Facility. Dish Wireless 1. Construction Drawing Comments; • Sheet T-1, "Project Directory" identifies the Tower Owner as: TBD. The Applicant needs to correct this information and provide the name of the tower owner and owner's contact information and site name. • Sheet A-2, "Antenna Schedule" • Does not include the installation of the RET Cable;Applicant needs to add this to the table. • Proposed LLC Mounts (total 3) are missing from the table;Applicant needs to add this to the table. • Note 2. States, "Antenna and RRH models may change due to equipment availability. All equipment changes must be approved and remain in compliance with the proposed design and structural analyses. " Applicant needs to re-word the statement asfollows.- . . . A44 Any equipment changes shall be shown on revised construction drawings and in a revised structural analysis and mus- shall be approved by the Town prior to installation. and remaiH in eonyglianee with the proposed des�gn an st-plietural ana4wes. 4 fi RESPONSE: The requested changes have been incorporated into the enclosed, updated DISH Construction Drawings by Azimuth Engineering P.C., with a revision date of June 1, 2022. 2. Structural Analysis: This item is missing; the Applicant needs to provide the document for review. RESPONSE: The requested enclosed Structural Elevation,prepared by Raycap,and dated August 5, 2021. Supporting Structural Calculations will be provided further in the process once the Town has provided further assurances regarding the location and height of the proposed pole. 3. Compliance with Article XVII Wireless Communication Facilities o Section 280-70 o D.(2) Applicant needs to address highest priority in writing. o K. Applicant needs to address this in writing. o L. Applicant needs to provide the structural analysis. o N.(3). Applicant needs to address this in writing and on the construction drawings. o N.(4). An existing tree line/shrubs are shown north ofthe existingfence line adjacent the proposed ground equipment. The Applicant or Town should verify the existing landscaping is healthy and meeting the requirements of the original application for the tower. o N.(5) Applicant needs to address ground lighting at the proposed new equipment shelter in writing and on the construction drawings. RESPONSE: Please see the foregoing, corresponding responses in connection with the Elite submission in order to address each of the above-listed items. With this submission, and consistent with the Declaratory Ruling regarding timely siting review,In the Matter of Petition for Declaratory Ruling,WT Docket No. 08-165,by our calculation the Town utilized 23 days to provide its initial response. With this submission today, the "shot clock" recommences, allowing for 127 more days as part of the Town's review process. If you should have any questions or require anything further, please feel free to contact me. Thank you for your anticipated attention to this Application. Very truly yours, Gregory R. Alvarez Enclosure 5 �kl G-"4 ,A-MA"1,"0 GARDEN CITY, NY115,50 February 2, 2022 VIA HAND DELI VER Y Town a f'So rtholal ,Building in p a werrt » UU yNN ��...�� . Tow7i ball Anew x Building TOWNa �,a S4" UuHOLD 54375 'Route outuw . P0;fox 1179 Souwuthold,N'Y 11971 ft.n, Heather Lanza RApplication(,flue"Application")to the T ww n of Southold "T ww n")' Elite'r r , P. ("Elite'")in connection with the proposed public utility'communication acll t ("Communication Facility")to be located at 6.1405 Main Road, Southold,New Yark, I L971 District 1000 tl r 50 Bloch 3 Lot 15 fthe,' P�..?r Dear Ms,, Lanza: In connection with Elite's .Application 1br the construction and maintenance of the Communication Facility on the Property,and in response to your correspondence dated J ur 7, 2022,enclosed is a check,payable bl to tbe'Town,in the ainotint,of$8,500.00"r pr ntin the: r ww" to be kept with the Town Comptrollcr"s Office is to cover the technical con ult nt' review.,., Pl ar note that ww" have p l at with uawn. . old of'CityScape regarding her preliminary review of the proposal, With this urnl inn, and consistent, withthe Declaratory purling regarding timely siting review,hithe MidlerofPetidwifor DeclaratoryRuling,wTD� drat° . 08-165,h "ourcawlcu,rlation true Town utili7xd 23 days to provide its initial response, With this submission today, the "shot clock'"'recommenocs, allowing for 127 rnare days as part of the 17oww^n's review pr wcc ,. If you shouldhaveai.,iy questions Or require rrn th n,g uarth ,r,playa 1 free to contact use. Thank,youforyour anticipated attention t dila Application., Very truly yours, , Ap Gregory;fir Atwe ar Ennld�sur If➢ a,I Y °�� Y � 1 �J w 'Na l �uuu,rru aur " �ff,'LO"A I NEW YORK NY 101,74 1 211,485,6000 666 OLD COUNTRY ROAD, 9TH FLOOR LAW G R ll P, P L L C GARDEN CITY,NY 11530 TEL:516.227.6363 1 FAX:516.227.6367 February 2,2022 VIA HAAID DELIVERY Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Po Bax 1179 Southold,NY 11971 Attn.: Heather Lanza Re: Application(the"Application")to the Town of Southold("Town")by Elite Towers, L.P. ("EIite")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 Ms. Lanza: In connection with Elite's Application for the construction and maintenance of the Communication Facility on the Property,and in response to your correspondence dated January 27, 2022,enclosed is a check,payable to the Town,in the amount of$8,500.00,representing the escrow to be kept with the Town Comptroller's Office to cover the technical consultant's review. Please note that we have spoken with Susan Rabold of CityScape regarding her preliminary review of the proposal, With this submission, and consistent with the .Declaratory Ruling regarding timely siting review,In the Matter gfPetition for Declaratory Ruling,WT Docket No.08-165,by our calculation the Town utilized 23 days to provide its initial response. With this submission today, the "shot clock"recommences, allowing for 127 more days as part of the Town's review process. If you should have any questions or require anything further,please feel free to contact me. Thank you for your anticipated attention to this Application. Very truly yours, i� Gregory R.Alvarez Enclosure 405 LEXINGTON AVENUE 1 CHRYSLER BUILDING,26T'i FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET ( SUIT£204 1 METUCHEN,NJ 08840 1 732.317.1511 MEMORANDUM To: Accounting From: Planning Department Date: February 3, 2022 Re: Check The attached check is a Consultant Escrow Fee for the project review listed B691 Deferred Revenue Account below. Please deposit into . Thank you. Applicant/Project Tax Map Amount Check Date/No. Name & Type # Dish Wireless Cell Tower 1000-56-3-$8,500 2/1/22 - #2789 Elite Towers, LP Facility at Budds Pond Marina 15 61405 Main Road, Southold SCTM#1000-56-3-15 JAM OFFICE LOCATION, MAILING ADDRESS: Town Hall Annex f7*r4v SO P.O.Box 1179 54875 State Route 25 Southold,NY 11971 (sur.Main Rd.&Youngs Ave.) � -1938 Telephone.631 765 Southold,NY www.southoldtownnY.gov G to PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 4,2022 Gregory Alvarez Amato Law Group PLLC 666 Old Country Road,Suite 901 Garden City,NY 11530 Re: Proposed Cell Tower Facility at Budds Pond Marina Located at 61405 Main Road,Southold SCTM#1000-56-3-15 Zoning District:Mll Dear Mr.Alvarez: The Southold Town Building Department is in receipt of an application for a new wireless facility and related equipment at the site referenced above.The application is considered incomplete until payment is received and application materials have been sufficiently provided as detailed below. Pursuant to§280-74A(d)of the Town Code,the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of$8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$8,500,00 payable to the Town of Southold.Any unused portion of the Technical Consultant's Fee will be returned to you. On behalf of the Town of Southhold,CityScape Consultants has reviewed the information for the proposed new tower as referenced below: APPLICANTIPROVIDER: Elite Towers LP&Verizon Wireless SITE NAME: Albertson Marine ADDRESS:61405 Main Road LATITUDE: 41.076{746°N LONGITUDE:-72,4060431 W SCTM#:1000-56.-3-15(a/k/a Budd's Pond Marina) STRUCTURE.150'Unipole Tower(Concealed) Southold Town Planning Board Page 12 February 4,2022 CityScape deems the application incomplete for the following reasons: Non Compliance with Article XVII.Wireless Communication Facilities Section 280-70 o D,(1)and D-(2)Applicant needs to address highest priority in writing. o F. Applicant needs to address if any of these geographic features are present. o G. Fall zones show existing structures within the 300'perimeter. Is the Applicant applying for a variance or proposing a smaller fall zone? If proposing a smaller fall zone, then the Applicant must provide a structural engineer's report addressing safety concerns. o H. Federal aviation regulation needs to be addressed in writing. . 1, Prop"is Zoned Mill so all items in'T'should be addressed in a narrative and on the construction drawings. o K Applicant needs to address in writing. o L. Applicant needs to provide the structural analysis for all shown tenants on the proposed tower. o K Applicant does not address required height for the proposed tower. o N. Applicant needs to address in writing and on the construction drawings how all these items are addressed. Sections 280-72;280-74.13.and C,;280-76; o All items must be addressed by the applicant in narrative and on the construction drawings along with any supplemental documents necessary to demonstrate compliance, APPLICANTIPROVIDER: Dish Wireless DISH SITE ID: NYNYCO2239A ADDRESS:61405 Main Road,Route 25 LATITUDE: 41.0760461 IN LONGITUDE:-72A060431 W SCTM#: 1000-56.-3-15(a/k/a Budd's Pond Marina) STRUCTURE:150'Unipole Tower(Concealed) I Construction Drawing Comments: o Sheet T-1,"Project Directory"identifies the Tower Owner as:TBD. The Applicant needs to correct this information and provide the name of the tower owner and owner's contact information and site name. o Sheet A-2,'Antenna Schedule' o Does not include the installation of the RET Cable;Applicant needs to add this to the table. o Proposed LLC Mounts(total 3)are missing from the table;Applicant needs to add this to the table. o Note 2.States,'Antenna and RRH models may change due to equipment availability. All equipment changes must be approved and remain in compliance with the proposed design and structural analyses." Applicant needs to re-word the statement as follows:... A11-Any equipment changes shall be shown on revised construction drawings and in a revised structural analysis and must shall be approved by the Town prior to installation. Southold Town Planning Board Page 13 February 4,2022 2. Structural Analysis:This item is missing;the Applicant needs to provide the document for review. 3. Compliance with Article XVII.Wireless Communication Facilities o Section 280-70 • D.(2)Applicant needs to address highest priority in writing. • K. Applicant needs to address this in writing. • L. Applicant needs to provide the structural analysis, • N.(3).Applicant needs to address this in writing and on the construction drawings. • N.(4).An existing tree line/shrubs are shown north of the existing fence line adjacent the proposed ground equipment. The Applicant or Town should verify the existing landscaping is healthy and meeting the requirements of the original application for the tower. • N.(5)Applicant needs to address ground lighting at the proposed new equipment shelter in writing and on the construction drawings. As stated above,our consultant is CityScape Consultants,Inc.They may contact you directly regarding this application.If you have any questions regarding this application or its process, please do not hesitate to call this office.Please submit the required materials directly to the Planning Department,and we will review them on behalf of the Building Department,Thank you in advance for your prompt payment. Respectfully, 4calow-t—opla-(�N Heather Lanza,AICIP Planning Director cc: CityScape Building Department OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexF " P.O. Box 1179 54375 State Route 25 �� ` �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) hurl i�, Southold, NY � Telephone: 631 765-1938 www.southoldtow-nny.gov r PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 27, 2022 Gregory Alvarez Amato Law Group PLLC 666 Old Country Road, Suite 901 Garden City, NY 11530 Re: Proposed Cell Tower Facility at Budds Pond Marina Located at 61405 Main Road, Southold SCTM#1000-56-3-15 Zoning District: MII Dear Mr. Alvarez: The Planning Department is in receipt of an application for a new wireless facility and related equipment at the site referenced above. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of$8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. The application is considered incomplete until payment is received and until the application has been reviewed for completeness by our consultant. Please remit a check in the amount of$8,500.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's Fee will be returned to you. Our consultant is CityScape Consultants, Inc. They may contact you directly regarding this application. If you have any questions regarding this application or its process, please do not hesitate to call this office. Thank you in advance for your prompt payment. Respectfully, n Heather Lanza, AICP Planning Director cc: CityScape Elite E*xptect , iia '%,Vlreless Side DC),elOPMColl rJANj � 4 2022 December 30, 2021 SGUtriuld Tovvn Planning Board VL4 IL4ND DELIVERY Town of Southold ® E C E �( Building Department Town Hall Annex Building JAN o 2027 54375 Route 25 H ED PO Box 1179 BUILDING DEPT Southold,NY 11971 TOWN OF SOUTHOLD Re: Building Permit FOR DENIAL Application (the "Application") to the Town of Southold("Town")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 Sir or Madam: In connection with Elite's Application for denial for the construction and maintenance of the Communication Facility on the Property, enclosed are the following materials: 1. Building Permit Application: completed, signed, and notarized; 2. A survey/site plan,drawn to scale at original size,showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways; 3. Four (4) sets of plans for Elite Towers, Southold Fire Department, and Verizon Wireless, dated 12-23-2021, bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State; and 4. Four (4) sets of plans for DISH Wireless LLC, dated 11-30-2021, bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State; 5. One (1) Check in the amount of$750 for the application fee; and 6. One (1) Check in the amount of$50 for the CO. Please note that the Application will be subject to the mandates from the Federal Communications Commission ("FCC"). On November 18, 2009, the FCC issued a Declaratory Ruling regarding timely siting review,In the Matter of Petition for Declaratory Ruling,WT Docket No.08-165(the"Order"). The purpose of the Order is to promote the deployment of broadband and other wireless services by reducing delays in the construction and improvement of wireless networks. Specifically, the Order defines presumptively reasonable timeframes beyond which Elite Towers, LP ® 1 South Durkee Lane, East Patchogue, NY 11772 ® P: 631-242-0403 ® F: 516-706-5077 Eli e owers. -,p �Experr-s In Wi rAess, ;Site 11i_vo1opil-lenn# inaction on a siting application constitutes a"failure to act" under Section 332(c)(7)(B)(ii) of the Communications Act, 47 U.S.C. § 332(c)(7)(B)(ii). Among other matters,the Order provides that if a state or local authority fails to act within 150 days for applications other than collocations (which is the appropriate category in connection with the Application),the applicant may file suit for"failure to act"under Section 332(c)(7)(B)(v)of the Communications Act. [Para. 51]. The Order permits,among other remedies,an applicant to seek an injunction granting its application where there has been a"failure to act." [Para. 39]. If you should have any questions or require anything further,please feel free to contact me. Thank you for your anticipated attention to this Application. Sincerely, Tanya Negron Business Development/Managing Member Enclosures Elite Towers, LP • 1 South Durkee Lane, East Patchogue, NY 11772 • P:631-242-0403 • F:516-706-5077 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 htti2s://www.southoldtownny.gov Date Received IF APPLICATION FOR-BUILDING PERMIT For Office Use Only D) PERMIT NO. Building Inspector: .Applications and fomsmust;fe;filled out iri`tFieir;enfire Inco—" JAN �0�2 tY• piete,';,•,zyt;wW BUILDING applications will not be'accepted.--Where,th'e'Appli'- is not th'e owner;an' f TOWN OF Owner's Adthoriiation form;(Page 2)shell be completed.': :,, SOUT►P►OLD Date: :OWNER S',OF,.PROP ERTYc" Name:Budd's"Pond Marina,- Inc. CTM#1000- -- - 56-3-15 Project Address:61405 Main Road, Southold, NY 11971 Phone#:631-765-3232 Email: Mailing Address: CONTACT=PERSON: .:. Name:Attorney for Applicant; Amato Law Group, PLLC, - Gregory R. Alvarez At Mailing Address:-6-66 Old Country Road, Suite 901, Garden City, NY. 11530 Phone#: (5166363, Ext._219F�Email:-gaivarez(&-amatofirm.com > ' DESIGN,,�ROFE SSIONAL`'INFO,RMATION' Name:Azimuth Mailing Address:695 Route 46 West, Suite 300, Fairfield,- NJ 07004 Phone#: 973-970-0068 Email:JMckeon @AzimuthEG.com -CONTRACTOR INFORMATION• - Name:Comcell Construction Corp. Mailing Address:1373,Lincoln Avenue,.Holbrook,_NY 11741 Phone#:631-654-5915' Email:MikeA@Com-cell.com 'DESCRIPr10N' F.`p` ;, O - ROPOSED'°CONSTRUCTION'ry i ; ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 2Other^ a150' ub'* pde.mL%wt Mthwom,am"rdamdeVfPncasde*W[nenaPJawsuWWWherewan $250,000 Will the lot be re-graded? ❑Yes 9 N Will excess fill be removed from premises? ❑Yes @No PROPERTY INFORMATIONS Existing use of property:Boatyard. x Intended use of property: Boatyard with public utility w,relesscommunications facility. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to M4 1-Marine v y~ ~ _ -v, _ . __ ._ this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check g-o-x After Reading: The owner/contractor/design professlo_ aI,is responsible,for all drainage and storm water issues a;provided by , Chapter 236 of the Town'Code:APPLICATION IS HEREBY MADE to the Bullding Department for the issuance of'a Building Permit pursuaritIto the Building Zone_. Ordinance of the Town of Southold,Suffolk,County,New York and,dther applicable Laws,Ordinances or Regulations,for the construction'of buildings, additions,alteratlons or for-removal or demolition as herein described.-The applicant agrees,to wmply with all applicable laws ordinances,building code,.' r dousing code'and iegulat'ions and to admit authorized inspectors on premises and in buildings)for.necessary inspections:,Palse statements made herein are punishable as a class-A misdemeanor pursuant to Section 210.45 of the New York State PenatLaw. - Application Submitted By( rint name): Tanya Negron BAuthorized Agent ❑Owner , Signature of Applicant: Date: _�. . . _ r STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Tanya Negron being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Lessee (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this,application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth'in the application file therewith. Sworq efore me this day of 202- 1 --9FJJ,4& Notary Public Louis Fernandes Notary Public-State of New York No.01FE6374706 Ouellfied In Suffolk County PROPERTY OWNER AUTHORUATOON Commission Expires April 30,20z— (Where the applicant is not the owner) I� William M. Witzke residing at 61405 Main Road, Southold, NY 11971 do hereby authorize Elite Towers, LP to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date tA)i�Wsp A tif/akc Print Owner's Name 2 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------------------------------------------------------------------------- In the Matter of the Application of Elite Towers,LP At the premises ("Premises") AUTHORIZATION OF OWNER 61405 Main Road Southold,New York Section 56,Block 03,Lot 15 ---------------------------------------------------------------------------------------- STATE OF NEW YORK ) )SS: COUNTY OF SUFFOLK ) William Witzke,being duly sworn, deposes and says: I am the President of Albertson Marine, owner in fee of the premises known as District 1000, Section 56, Block 03, Lot 15 (the "Premises" hereafter), and do hereby authorize Elite Towers, LP ("Elite") and their representatives to bring such applications for municipal approvals as may be necessary for its collocation on the proposed public utility wireless telecommunications facility.As such.I will fully cooperate with Elite and its agents in obtaining any required Approvals. Build's Pond Marina,/Inc. By: L/ - OY�I.✓ William WitzkC Sworn to before me this day of �'r 20 1 i NOTARY PUBLIC Louis Fernandes Notary Public-State of New York No.01FE6374706 -- Qualified In Suffolk County Commission ExpiresAprll 30,20.Z.2. e�UfFOC� TOWN OF SOUTHOLD—BUILDING DEPARTMENT u Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtownny.gov BUILDING PERMIT APPLICATION INSTRUCTIONS& CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: ❑ Building Permit Application: Complete, signed and notarized. ❑A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. ❑Four(4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. ❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED SEPERATELY): Electrician must have an active license with Suffolk County ❑Flood Plain Development Permit Application (if applicable) ❑Southold Town Trustees Permits may be required: If any work will be done within 100' of a tidal or fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland ❑1 copy of ComCheck/ResCheck (if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) ❑Utilization of truss/pre-engineered wood/timber construction form (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit (NYS or Suffolk County form 239F) (if applicable) ❑Original signed Owners Authorization: if applicant is other than owner. 3 o�SufFot,r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 bgps://www.southoldtownny. og_v INSPECTION &CERTIFICATE OF OCCUPANCY INFORMATION It is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months, or the permit may need to be renewed. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable: • Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing, tie down/strapping and plumbing; • Underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances, chimneys,flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required: • Suffolk County Health Department Approval—original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of Occupancy shall have been issued by the Building Inspector. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at (631) 765-1802 to schedule your inspections. Please have your building permit number ready. 4 RE, NIELSEN, HUBER & COUGHLIN, LLP SaI�F ATTORNEYS AT LAW Pe N L, 36 NORTH NEW YORK AVENUE �� w,. HUNTINGTON,NEW YORK 11743 ' F5 ,'U18 1 TELEPHONE: (631)425-4100 FACSIMILE: (631)425-4104 April 2, 2018 VIA FIRST CLASS MAIL Chairman Donald Wilcenski and Members of the Planning Board Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,New York 11971 RE: Visual Study Crane Test for Proposed Public Utility Wireless Telecommunications Facility by Elite Towers, LP Premises: 61405 Main Road, Southold,New York SC'TM..#_.._. _w1000-w 056.00...-_03.00—01-5.000_ � _..w.w..�_..... ......... ..._.m_ __�_...ww...._�... Dear Chairman Wilcenski and Members of the Planning Board: We are the attorneys in connection with the captioned matter. Elite Towers, LP ("Elite") intends to file applications seeking municipal approval for the installation of a public utility wireless telecommunications facility at the above-captioned premises. In addition,Elite intends to conduct a visual study crane test for the proposed facility at the premises on April 12, 2018, between the hours of 9:OOAM and 12:OOPM. As part of the visual study, a crane will be placed at the premises to aid in assessing the visual impact of the proposed facility. In case of inclement weather on April 12, 2018,the visual study crane test will instead be conducted on April 13, 2018, between the hours of 9:OOAM and 12:OOPM. In case of inclement weather on April 13, 2018, the visual study crane test will instead be conducted on April 16, 2018, between the hours of 9:OOAM and 12:OOPM. Furthermore, please be advised that notice regarding the visual study crane test shall be published in the April 5, 2018 edition of the Suffolk Times, which we understand is the Town of Southold's official newspaper for legal notices. Should you have any questions with regard to the foregoing, please do not hesitate to contact us. Very truly yours, RE,NIELSEN, HUBER & COUGHLIN, LLP By; ....m. .._ ...._.............- __....r an Coughlin cc/jc LEGEND SANITARY MANHOLE DRAINAGE MANHOLE WATER MANHOLE © GAS MANHOLE ELECTRIC MANHOLE TO TELEPHONE MANHOLE ?Q UNKNOWN MANHOLE FIRE DEPT. MANHOLE mw WATER VALVE Z� ❑ G GAS VALVE A FIRE HYDRANT °F y SIA. FIRE DEPT. CONN. 9 _ O �_SLO -�N-_ WETLANDS OUR TRAFFIC SIGNAL CONTROL BOX 0E.B. ELECTRIC BOX ��i _ -0 HT STEEL UTILITY POLE W/LITE & HIGH TENSION WIRES _ �1 _ A == 2.7 WOOD UTILITY POLE TRAC�� _ NjD - -� 23 WOOD UTILITY POLE WITH LIGHT Ns�es-�--� - - - 9� =- - S PE_ �- GUY WIRE TF4.54 9 4 7 ' -�3 - - _GRq{fi - _ �_ _ _ -_- - _ i!!! ® DRAINAGE INLETS TF6.14 �= -4 _ Si OPE- _ ,� �� _ _ - -__z II =OT OF SCOPE _ _- � YARD DRAIN 61 TA-H F 4 6 I i_3 OD CURB INLET - 4 VC 9 5 cork. 99.0 - - - _ - _$3 -- PROPERTY LINE SUBJECT RIP RAP �- �-� �� --- TAX LOT LINE 1 -- �_ 4- 4 _ to T 3.38 ` 472 FILED MAP LOT NUMBER 47FILED MAP LOT LINE N GRAVEL a.4 4 3 \ _-_ �- _ -_'� _ POST N 45 , 3.5 -� OPp, IRON PIPE MON. MONUMENT FOUND 4.5 ^ �REBAR REBAR FOUND 61.9' 45 4 5 00 ors. TRAFFIC SIGN > 9U 2 4.5 4.4 ^ SIGN z I FF4.58 SEWER/DRAINAGE LINE N ? I 4.6 1 --- ELECTRIC LINE OVERHEAD (UNLESS OTHER WISE NOTED: BUR. ELEC.) m LI -- GAS LINE J Q - WATER LINE w10 TREE(CALIPER) _ o m 5.9 I/ C. DEPRESSED CURB 0 4 7 / 4.2 C) I I - CURB LINES o C.C.(CONC. CURB) C.C.G.(INTEGRAL CONC. CURB & GUTTER) \ STN. C. (STONE CURB)GRAVEL HIGH 1 STORY m BL. STN. C. (BLUE STONE CURB) z TF4.56 - METAL BUILDING I B.B.C. OR B.B.(BELGIUM BLK. CURB) - J err .:! rnnr ri!r?nl 4 74 3 -_j Q A.C.(ASPH. CURB) 4.4r� cl 4.3 4.1 - � DYL(DBL. YEL. LINE)_ - _ _ _ _ PAINTED LINES c6 z SWL(Souo WHITE LINE) (ROADWAY MARKINGS) o Cl- C = _ (STOP LINE) s Q cZ g 0 11.3 DENOTES SPOT ELEVATION 4.4 W 0 30 60 90 O.H.D. M M 4.25 FF4.73 GF4.64 w CN 4.24 4.44 PENT. Clq ♦ 90 3' I N o SCALE 1 d� Lr) PLNT. 4.72 L0 v� � ew 40.T r ° �* =30 N M I - - - - � � 4.21 I N NOTES: Z I c7; - - - -UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL CONI. 6w ASPH. MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. 3.78 TF3.71 I - ELEVATIONS REFER NAVD88 DATUM - -- -- -- =�= - - _ _ -3'- - -- -- -- -- -- - COORDINATES REFER TO NAD83 (LIZONE) oa _ _ _ 3.88 E.A. 3.65 3139 3T- E-A- 3.51 S47e27'17"W DENOTES BEARING NAD83 _ ¢ TF3.50 S47°26'27"W _ - 200.00' (S58°31'00"W) DENOTES BEARING PER DEED SYSTEM 433 (S58'31'00"W) 426 DYL 4.10 - - 3.96 398 DYL - -4.03 MAIN ROAD (N.Y.S. RTE. 25) SURVEY OF PROPERTY 61405 MAIN ROAD SITUATE AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1 "=30' OCTOBER 23, 2018 ® AMERICAN ENGINEERING & L-A I�-_S'U R*V EYING P.C. yy 4 " �, 21 17"Yfld country road-ste.b co N i view,ny 11803 e1:516.454.7500 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP JOB NO. 12610 C ' fax:51 G.8ZZ.2743 BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF REVISIONS.- 10/24/18 ekindsurveying.com SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE ` EDUCATION LAW. (D 2018 R: 12610 12610-MAIN-RD-SOUTHOLD.DWG S.C.T.M, DIST. 1000 SEC. 56 BLK. 3 LOT 15EP1H . .ARA?)N'N ?Y '` L.S. (L.S. NO. 49664) : SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. ADDRESS: OAD, ROUTE 2 DRIVE 61405 MAIN R 5 5701 SOUTH SANTA FE SOUTHOLD. NY 11971 LITTLETON, CO 80120 TOWER TYPE: CONCEALMENT POLE TOWER OWNER: TBD NL 77� WLMjIM TM LLC TOWER CO SITE ID: TBD SITE DESIGNER: AZIMUTH ENGINEERING P.C. 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK LITTLETON, CO 80120 TOWER APP NUMBER: TBD 695 ROUTE 46 WEST, SUITE 300 FAIRFIELD. NJ 07004 0 THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. i THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: LATITUDE (NAD 83): 41.076046' e TM TOWER SCOPE OF WORK: SITE ACQUISITION: CENTERLINE • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE (NAD 83): —72.406043• LORNA MUND • INSTALL PROPOSED JUMPERS (516)557-2398 • INSTALL (12) PROPOSED 7/8" COAX CABLES (4 PER SECTOR) AND (1) RET CABLE ZONING JURISDICTION: TOWN OF SOUTHOLO DISH Wireless LLC L.L.C. SITE ID: INSTALL (6) PROPOSED DIPLEXERS CONSTRUCTION MANAGER: MLADEN ZAiI�IOV M GROUND SCOPE WORK: INA 614-M ALAINSTALL (6) PROPOSED RRUs (2 PER SECTOR) — MARINE II (201)496-9271 ZONING DISTRICT: M-11 A " 4 I w" TH 14 j • �{` } 1MYNYj"0A0"`% 4qh9 As' • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) a • INSTALL (6) PROPOSED DIPLEXERS BLOCK/LOT: 3 / 15 RF ENGINEER: NAAD MEMON • INSTALL (1) PROPOSED METAL PLATFORM 695 ROUTE 46 WEST, SUITE 300 • INSTALL (1) PROPOSED ICE BRIDGE OFFICE: (303)706-4019 FAIRFIELD, NJ 07004 DISH Wireless LLC L.L.C. SITE ADDRESS: : INSTALL (1) PROPOSED PPC CABINET OCCUPANCY GROUP: TBD MO& 48 LE: (551)204-43 INSTALL (1) PROPOSED EQUIPMENT CABINET • INSTALL (1) PROPOSED POWER CONDUIT CONSTRUCTION TYPE: TBD • INSTALL (1) PROPOSED TELCO CONDUIT • INSTALL (1) PROPOSED TELCO—FIBER BOX` 1405 MAA% I N R 9 Rua' '"1 0` 5INSTALL (1) PROPOSED GPS UNIT POWER COMPANY: PSEdcG / UPA • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED)0 9 *k OY 1 IA 97 —A INSTALL (1) PROPOSED METER SOCKET TELEPHONE COMPANY: VERIZON U T H 0 NL D • INSTALL (1) PROPOSED H—FRAME NEW YORK CODE COMPLIANCE SITE. PHOTO DIRECTIONS • ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068. THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO Depart and head toward Adp 8"vd/Tum left onto Adp Blvd/Tum right onto Choctaw Way/Tum right onto � f BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: Livingston Ave / County Hwy-527/Take the romp on the right and follow signs for 1-280 East/take the f E K F romp on the left for 1-95 N / New Jersey Tpke N/rake the romp on the right for US-46 and head toward NEW Y ^ SSIONAL CODE TYPE Palisades Park / The Ridgefields/Keep straight to get onto romp/Keep left to get onto romp/Keep straight ENGINEER- BER:095374-1 BUILDING 2018 IBC to get onto US-46 E / US Highway 46/Keep straight to get onto US-1 N / US-46 E / US-9 N / US ELECTRIC AL 2018 IMC Highway 46/Take the romp on the left for 1-95 North US-1 North US-9 North and head toward G ` ELECTRICAL 2017 NEC 9 Y � P / / w TELECOMMUNICATIONS TIA 607 Washington Bridge/Entering New York/At Exit 6B, bear right onto 1-295 S / Cross Bronx Expy E toward IT IS A VIOLATION OF LAW FOR ANY PERSON, Throgs Neck Br / 1-295 South/At Exit 8, head on the romp right and follow signs for Cross is Pk S UNLESS THEY ARE ACTING UNDER THE DIRECTION wY OF A LICENSED PROFESSIONAL ENGINEER, At Exit 30E, head right on the ramp for 1-495 East toward Eastern Long Is/Keep left to get TO ALTER THIS DOCUMENT. onto/romp/Merge onto 1-495 E / Long island Expy E/At Exit 73, head left on the romp for County Hwy-58 toward Greenport / Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, DRAWN BY: CHECKED BY: APPROVED BY: SHEET INDEX take the 2nd exit/Continue on NY-25 / Main Rd/Pass Harbes Farms Jamesport in 3.0 mi/Turn left onto Wickham Ave/Tum right onto County Route 48/Road name changes to County Road 48/Tum right onto MDC JAA JKM Hortons Ln, then immediately turn left onto NY-25 / Main Rd/Arrive at NY-25 / Main Rd SHEET NO. SHEET TITLE REDS REV #: 3 T-1 TITLE SHEET TO BE P PRELIMINARY A-1 OVERALL SITE PLAN COMPOUND PLAN DOCUMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE VICINITY M A P SUBMITTALS A-3 EQUIPMENT PLATFORM AND H—FRAME DETAILS ` REV DATE DESCRIPTION A-4 EQUIPMENT DETAILS < ` A 08-23-21 IHnw. SUBMrS re A-5 EQUIPMENT DETAILS o 09-20-21 QED FOR POW A-6 EQUIPMENT DETAILS k - b 1 11-05-21 ISSUED FOR PERLIT 2 11-30-21 ISSUED FOR PERMIT E-1 ELECTRI FIBER ROUTE PLAN AND NOTES E-2 ELECTRICAL DETAILS AND RISER DIAGRAM E-3 ELECTRICAL ONE—UNE, FAULT CALCS dt PANEL SCHEDULE Six Vree One UNDERGROUND SERVICE ALERT - NEW YORK 811 SITE LOCATION ,,. ". - A&E PROJECT NUMBER G-1 GROUNDING PLANS AND NOTES .n UTILITY NOTIFICATION CENTER OF NEW YORK G-2 GROUNDING DETAILS ,orE rPt ftiS nne `°ay ;n!Restaurant� :y N Y N YC 0 2 2 3 9 A (800) 272-4480 G-3 GROUNDING DETAILS WWW.NEWYORK-811.COM 4., , ;> ,�+►+,, DISH WIRELESS PROJECT INFORMATION CALL 2 WORKM DAYS UTILITY NOTIFICATION PRIOR TO OONSfRK1CnON g RF-1 RF CABLE COLOR CODE Attaect�anlAnnn ,�nt. h 25 ' '° NYNYCO2239A x 61405 MAIN ROAD ROUTE 25 GN-1 LEGEND AND ABBREVIATIONS ' r SOUTHOLD NYS 1 971 GENERAL NOTES ri 4� '� 1 GN-2 GENERAL NOTES `� �� , GN-3 GENERAL NOTES ' THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED GN-4 GENERAL NOTES FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SHEET TITLE SIGNAGE IS PROPOSED. �s �' 7`� ITLE SHEET 11x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED ,��° N r SHEET NUMBER �� : jj � J w II CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE T=1 PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" M"NIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, 10, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 1 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 'r WOODED AREA A-2 TM LLC EXISTING RAILROAD 5701 SOUTH SANTA FE DRIVE TRACKS (TYP) LITTLETON, CO 80120 SEE COMPOUND PLAN (SHEET A-1/DETAIL 2) EXISTING (1) PROPOSED DISH Wireless EXISTING TRANSFORMER LLC HYBRID CABLE ROUTED BUILDING (TYP) ALONG ICE BRIDGE EXISTING UTILITY H-FRAME �� '�♦ PROPOSED DISH Wireless LLC EXISTING MESAN Z I PROPOSED 10'-0"x 10'-0" 12" WIDE ICE BRIDGE CABINET NAN 1 1 TH DISH Wireless LLC LLC (37'-0" ICE BRIDGE LENGTH) x I rte r7 F' x I 1 x x ® 1 LEASE AREA EXISTING FIRE DEPARTMENT i F7F�E� 1 EQUIPMENT CABINET ON 1o CONCRETE PAD j LAYOUT (SHEET A--3) EXISTING FIRE DEPARTMENT 695 ROUTE WEST WNJ T07004E 300 1 �x x x 1 ICE BRIDGE 5'-6" a 5'-4" EXISTING 150'-0" CONCEALMENT TOWER x x —X—X— —X—X x x x x x x x x x x x x x x x x x F— s 0) x I ! x x O � I I GRASS x I _ _ F- oF AREA ! I _ _ I-- I ' I o O • s I ( o x xN I — I 7'—°" J �' �� ER �' " 9 c� I PLATFORM I I I NEW YO §_ ESSIONAL z x ' ''' _/ I / ENGINEER- L ER:095374-1 X z I I w O IT IS A VIOLATION OF LAW FOR ANY PERSON, 0 I UNLESS LTHEY ICENSED ACTING UNDER THE PROFESSIONAL ENGINEER,1 o I 23'-11" I ! OF � x �� A L TO ALTER THIS DOCUMENT. -H MAIN ROAD ! •_____ _____�� \� DRAWN BY: CHECKED BY: APPROVED BY: x 11fli 111x x—� MDC JAA JKM x x I I RFDS REV #: 3 x I I x EXISTING PAVED PRELIMINARY PARKING LOT (TYP) I x I I x ° ° _ J DOCUMENTS TREE LINE (TYP) x x SUBMITTALS Lx x x x x x x x x x x x x x x x x x x x x x x x x x� REV DANE DESCRIPTION f70'-2" EXISTING A 03-23-21 ROM SLOMISSION COMPOUND EXISTING CHAIN LINK 0 d9-20-21 W= FOR PERMIT SEE ANTENNA LAYOUT (TYP)(SHEET A-2) FENCE ( 1 11-05-21 W= FOR PMff EXISTING VERIZON EXISTING FUTURE EXISTING ACCESS 2 11-30-21 ISSUED FOR PERMIT EQUIPMENT PLATFORM CARRIER AREA (TYP) GATE EXISTING VERIZON ICE BRIDGE A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE OVERALL SITE PLAN Sc COMPOUND PLAN SHEET NUMBER 60' 30' 0 60' 120' 6' 4' 2' 0 5' 10' Awl OVERALL SITE PLAN COMPOUND PLAN 2 1"=60' 3/16"=1'-0" DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 N- 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. c 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTIONS RFDS FOR ALL RF DETAILS EXISTING FIRE DEPARTMENT WHIP ANTENNA TOP EL. © 164'-10" AGL ` T. LLC (6) PROPOSED DISH Wireless LLC EXISTING FIRE DIPLEXERS MOUNTED BELOW PROPOSED DEPARTMENT ANTENNAS ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE AND EQUIPMENT (AND POLE LITTLETON, CO 80120 EXISTING VERIZON ANTENNAS ! '9�� +ro PROPOSED DISH Wireless LLC ANTENNA �j�,, 1 PER SECTOR, TOTAL 3 RAD CENTER © 146'-10" AGL "yR ) EXISTING 150'-0" EXISTING VERIZON ANTENNAS EXISTING 40"x150'-0" CONCEALMENT POLE RAD CENTER © 141'-2" AGL MULTI-SECTION, MULTI-SIDED CONCEALMENT POLE C1 gE�OR EXISTING VERIZON PANEL pJ _ AN00 --- --1 ANTENNAS (TYP) I I I 3 PROPOSED DISH Wireless LLC L.L.C. ANTENNAS Al ., j RAD CENTER A 130'-0" AGI. m ® ® A,ZINATH FUTURE CARRIER ANTENNAS RAD CENTER ® 118'-0" AGL Q ra 695 ROUTE 46 WEST, SUITE 300 SEE ANTENNA LAYOUT I I FAIRFIELD, NJ 07004 (SHEET A-2/DETAIL 2) 11 _ FUTURE CARRIER ANTENNAS EXISTING 6"0 MAIN PIPE PROPOSED DISH Wireless LLC MOUNT 6 RAD CENTER ® 106'-0" AGL MAST (FIELD VERIFY MAST (TYP 1 PER SECTOR, TOTAL 3) SIZE PRIOR TO N I CONSTRUCTION) B1 -411 I EXISTING CANISTER SECTION TYP 4 FUTURE CARRIER ANTENNAS RAD CENTER © 94'-0" AGL ��q FUTURE CARRIER ANTENNAS 1 RAD CENTER @ 82'-0" AGL 66' N E 3+ KJ NEW Y 6FESSIONAL ENGINEER- L UMBER:095374-1 II • R IS A VIOLATION OF LAW FOR ANY PERSON, II UNLESSOF A LICENSED EACTINGRE T DPROFESS PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wireless LLC I I 12" 6" 0 1' 2' 3' 4' 5' DRAWN BY: CHECKED BY: APPROVED BY: RET CABLE ROUTED UP WITHIN I ANTENNA LAYOUT " � *9 MDC JAA JKM EXISTING CONCEALMENT POLE l 1/2 =1 -0 II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC �I ANTENNA TRANSMISSION CABLE COAX CABLES ROUTED UP WITHIN I SECTOR POSITION EXISTING OR MANUFACTURER - MODELRAD FEED UNE TYPE EXISTING CONCEALMENT POLE II PROPOSED NUMBER TECHNOLOGY SIZE (HxW) AZIMUTH CENTER AND LENGTH PRELIMINARY DOCUMENTS M I� ALPHA Al PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9" X 11.81 70' 130'-0" (4) 7/8 COAX SUBMITTALS it (160' LONG) II REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless A 08-23-21 INIAL SMSSSION II LLC HYBRID CABLE ROUTED it ALONG ICE BRIDGE - - 0 09-.20-21 ISSUED Fat PERMIT I BETA 81 PROPOSED COMMSCOPE FVV65B-R3 5G 1.9" X 11.81 190' 130'-0" (4) 7/8" COAX 1 11-X05-21 ISSUED FOR PERMIT II PROPOSED DISH Wireless LLC (160 LONG) 2 11-30-21 ISSUED Fat PERMIT (I 12 WIDE ICE BRIDGE EXISTING VERIZON ICE II (37'-0" ICE BRIDGE LENGTH) BRIDGE (TYP) II EXISTING FIRE DEPARTMENT EQUIPMENT II CABINET ON CONCRETE PAD " EXISTING VERIZON II EXISTING UTILITY H-FRAME GAMMA C1 PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9" X 11.81 310' 130'-0" ((1 0/ LONG A&E PROJECT NUMBER EQUIPMENT PLATFORM it EXISTING CHAIN LINKIL NYNYCO2239A FENCE (TYP) �- -'� DISH WIRELESS PROJECT INFORMATION RRH NQM SECTOR POSITIONNYNYCO2239A MANUFACTURER - MODEL TECHNOLOGY NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 2 5 II I- iL g DETAILS. - Al FUJITSU - TA08025-B605 N71 / I SOUTHOLD, NY 11971 ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT Al FUJITSU - TA08025-8604 N70/N66 AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND B1 FUJITSU - TA08025-8605 N71 / I STRUCTURAL ANALYSES. SHEET TITLE SEE EQUIPMENT BETA LAYOUT (SHEET A-3) B1 FUJITSU - TA08025-B604 N70/N66 EQUIPMENT ELEVATION, ANTENNA LOCATION QTY EXISTING OR MANUFACTURER - MODEL LAYOUT AND SCHEDULE C1 FUJITSU - TA08025-8605 N71 / I PROPOSED NUMBER SIZE (HxWxD) WEIGHT GAMMA SHEET NUMBER C1 FUJITSU - TA08025-8604 N70/N66 PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 18.98-04.3974.15- 21.82Lbs ===AM A=2 0' 0 20' 40' PROPOSED NORTH ELEVATION 20' 1 ANTENNA SCHEDULE NO SCALE 3 1 =zo DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 — — 7'-0" NOTES EQUIPMENT PLATFORM/LEASE AREA 1'-0" " 1'-11" 2 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE DIIk ® 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH PROPOSED DISH Wireless LLC +- = Wireless LLC L.L.C. CONSTRUCTION MANAGER AT TIME OF LLC. GENERATOR PLUG II r4 CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR 11 k PROPOSED DISH Wireless LLC �i �' (I I I PROPOSED DISH FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) Y L.L.C. GPS UNIT o \ Ilc> II I { Wireless LLC L.L.C. GPS NIT 3. EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED DISH Wireless LLC i = PROPOSED co L.L.C. POWER PROTECTIVE i i DISH Wireless LLC o �+" TM L L C CABINET \ i N II L.L.C. ( I i °d PROPOSED DISH Wireless LLC i EQUIPMENT CABINET N W 5701 SOUTH SANTA FE DRIVE L.L.C. H—FRAME li I LITTLETON, CO 80120 PROPOSED DISH Wireless LLC o RIGID METAL —————a —————————— L.L.C. SAFETY SWITCH. SPACE ° CONDO __= =_= RESERVED FOR ADDITIONAL S o 1 DISCONNECT IF PROPOSED DISH Wireless LLC -PR \ ii�i i = a OP&itD�-DISNE reless�LCC \ ii ii i i e = fo I II _ 3 L.L.C. TELCO FIBER PROPOSED DISH � 1 PROPOSED DISH Wireless LLC ENCLOSURE In II II _ Wireless LLC it L.L.C. POWER II 1 LLC. 200AMP METER SOCKET PROPOSED DISH Wireless LLC ILII r / N PROTECTIVE » L.L.C. FIBER NID, IF REQUIRED I II II I v : _ CABINET = I I NA TH Ilh,� i hrr M o I I vklm I I �` ___--— PROPOSED DISH Wireless LLC PROPOSED DISH Wireless LLC = II Q ; I LAIItrxl� � I L.L.C. EQUIPMENT PLATFORM °f "� III g L.L.C. EQUIPMENT H—FRAME of -'11—————— 695 ROUTE 46 WEST, SUITE 300 12" 9" 6" 3" 0 1' 2' in y I PROPOSED — FAIRFIELD, NJ 07004 DISH Wireless PLATFORM EQUIPMENT PLAN " " '� = I I LLC L.L.C. SAFETY SWITCH.1 1 1 iv I I INSTALL IF I I II ED BY COMMSCOPE MTC4045LP I I LEC-R�LTM PROPOSED 2 —0"X2 —0"X2 I I COMPANY i 5X7 PLATFORM PLAN PAVERSTONE BLOCK = ----- (TYP. 1 PER FOOTPAD, 4 TOTAL) DIMENSIONS (HxWxD) 16"x84"x60" SIDE — 5' LENGTH BAR `° ► �� , GRATING 5711 TOTAL WEIGHT 423 LBS I>• ill II c� ii i y r"�i {I a II IVB EQUIPMENT I 1 PVC CONDUIT ��. o n ilc>I uou n �Y s II I (�) .F. - , ,. �os 1 II I u u 1 `--h II I II II i it � " PLATFORM �� ,.a, fit. r � 7- NOTE: iii ii ii i i= EQUIPMENT •I 6 MIN THICK LAYER FOOTPAD o 0 00000 0 GC TO PROVIDE EXTENDED ii ii ii i ii " e o 0 o g o e .. !! „ „ „ , „ PLATFORM OF 3/4 COMPACTED (TYP) 00PROPOSED DISH Wireless LLC THREAD FOR PLATFORM IF i „ II „ ,, 1 I CRUSHED STONE 0 = L.L.C. EQUIPMENT PLATFORM " » III II 11 1 1 FOOTPAD (TYP) In II I REQUIRED HEIGHT EXCEEDS 17 u I II 11 1 I " y-- 1 ii t� ii 1 ii �1 GROUND _ _ 1 Ii I.,j II I 12 •— BUSS O O _ u { u u 1 l L J o .. 1 II II 11 1 BAR GRATING FINISHED I- bN r-I NEW OFESSIONAL IQ ii., ii u 1 E --- PROPOSED __-__ _: °O EN�GINEE BER:095374-I CHANNEL (TYP) 2 —0"X2 —0"X2 e COMPACTED SU®GRADE III II II 1 I_ PAVERSTONE BLOCK III II II _ I 1 PER — BAR 4 MIL WEED BARRIER (TYP) (TYP SIDE 7 LENGTH EQUIPMENT PLATFORM FOOTPAD (TYP) IT IS A VIOLATION OF LAW FOR ANY PERSON, FOOTPAD, 4 TOTAL) GRATING UNLESS THEY ARE ACTING UNDER THE DIRECTION FRONT ELEVATION PROPOSED DISH Wireless LLC OF A LICENSED PROFESSIONAL ENGINEER 1 u I II II 1 II _, TO ALTER THIS DOCUMENT. �1 IIsi II II i it IhII 1/ 11 •w w • • • • • • • w w• ' �(�� y Ir"I� II II l Y / o •w w • • • • • • • w w• ,_- EQUIPMENT L.C. GPS UNR BEYOND) ®\I�.,. "I� 11 Q I LAI 1Q-I� 'n PLATFORM , , „ ,I 1,,AI1 �I DRAWN BY: CHECKED BY: APPROVED BY: 6" MIN THICK LAYER OF 3/4" FOOTPAD o COMPACTED CRUSHED STONE oo (TYP) O O MDC JAA JKM 6 -o --------------- RFDS REV #: 3 7'-0" PROPOSED 2'-0"X2'-0"X2" PAVERSTONE BLOCK i PRELIMINARY (TYP. 1 PER FOOTPAD, 4 TOTAL) COMPACTED SUBGRADE iI PROPOSED DISH II Wireless LLC DOCUMENTS PLATFORM DETAIL NO SCALE 2 LLNCD,FIFER I SUBMITTALS II REQUIRED i q 11011 REV DATE DESCRIPTION Nu I • : II `�z '��---�� —� O A 05--23-21 MIAL. SUBMWM u--e u--e u=-n C 0 M M S C 0 P E MTC 40 45 H F LD OR DISH Wireless LLC o ii z z o 09--0-21W= r H—FRAME L.L.C. APPROVEDE01 11VA1 FW = z z z I I 1 11--05-21 ISS<1£D FOR PERL1lT UNISTRUT/SUPPORT RAILS QTY 5 60" PROPOSED DISH Wireless LLC o —— —o __— _— 2 11--30-21 W= FOR PEW OIPLEXER ON PROPOSED - WEIGHT 59.74 lbs 50" PROPOSED DISH Wireless LLC H—FRAME (TYP OF 4 PER " �`v I ��`� co H—FRAME ON NEW CONCRETE SECTOR, 12 TOTAL) IF 7 PIPE CAP PIERS (SEE SE ETSHL� (STACKED) PROPOSED DISH Wireless A&E PROJECT NUMBER LLC LLC. i TELCO FIBER I co WELDMENT PIPE _ p ENCLOSURE I o NYNYCO2239A I 13 o DISH WIRELESS PROJECT INFORMATION o 0 0 O • O ® O p Q NYNYCO2239A SUPPORT RAIL --- 61405 MAIN ROAD, ROUTE 25 e J EOO 0 0 0 0 c e o . 00 0 00 00 0 e PROPOSED DISH Wireless LLC S O U T H O LD, NY 11971 in = LLC. EQUIPMENT PLATFORM GALV. U—BOLTS PROPOSED DISH Wireless LLC PROPOSED DISH Wireless LLC _I RRH ON PROPOSEDPVC CONDUIT (TYP) FINISHED OVP BOX ON PROPOSED H—FRAME (TYP OF 2 PER L J GRADE SHEET TITLE H—FRAME SECTOR, 6 TOTAL) (STACKED) oo �_—___ EQUIPMENT PLATFORM A N D rm 4 MIL WEED BARRIER (TYP) FI—FRAME DETAILS BASE PLATE EQUIPMENT PLATFORM FOOTPAD (TYP) SHEET NUMBER � FRONT BACK ELEVATION 12" 9" 6" 3" 0 1' 2' A=3 H—FRAME DETAIL NO SCALE 3 H—FRAME RRH PLAN NO SCALE 4 H—FRAME EQUIPMENT ELEVATION 5 DISH Wireless LLC. TEMPLATE VERSION 34 — 06/11/2021 � ENERSYS HEX CABINET \ RAYCAP PPC RDIAC-2465—P-240—MTS SQUARE D SAFETY SWITCHES 2000005996 \ D224NRB DIMENSIONS (HxWxD): 73"x30 x32" ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" WEIGHT: 376 LB I WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 311 RAINPROOF HEATER 800W PJFla \� OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G M UL LISTEDFILE E-2875 POWER SYSTEM -48V ALPHA/600A IYu GIWS TM L LC 00 cf) El fl an 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0or0 0 ® 0A.4o.o � NA UTH 26QK 2m EB4dI FRONT FROM 695 ROUTE 46 WEST, SUITE 300 CABINET DETAIL No SCALE POWER PROTECTION CABINET PPC DETAIL No SCALE 2 SAFETY SWITCH DETAIL No SCALE FAIRFIELD, NJ 07004 3 EATON METER SOCKET ZAYO 5RU CABINET _ CHARLES CFIT—PF202ODSH 1 UNRRS213BEUSE LEFT SWING DOOR ("LIT" _SITES) FIBER TELCO ENCLOSURE METER SOCKET TYPE RING DIMENSIONS (HxWxD) 36.115749702.9" I 1 ENCLOSURE DIMS (HxWxD) 20"x20"x9" ENCLOSURE DDA (HxWxD) 16"x12"x6" -� WEIGHT 85 LBS ENCLOSURE WEIGHT 20 lbs MAIN AMPERE RATING 200A POWER INPUT 20A, -48VDC MOUNTING WALL WEIGHT 18 LBS PLAN COMPLIANCE TYPE 4 � n,., . PLAN FRONT • " ON OO O NEW YORESSIONAL • F-1 • • e — • • 0 0 0 ENGINEER- LICE MBER:095374-1 • O O e o e IT IS A VIOLATION OF LAW FOR ANY PERSON, • UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, r TO ALTER THIS DOCUMENT. e e � a== DRAWN BY: CHECKED BY: APPROVED BY: ® ate' ® •0 . ® ® ® . � OR O 0 MDC JAA JKM O O ® ® ® � � e e RFDS REV #: 3 ° PRELIMINARY s BACK FRONT MONT S BACK BACK FRONT DOCUMENTS METER SOCKET DETAIL No SCALE 4 NETWORK INTERFACE UNIT DETAIL No SCALE 5 FIBER TELCO ENCLOSURE DETAIL No SCALE 6 SUBMITTALS REV DATE DESCRIPTION C O M M S C O P E WB—K1 10—B INCLUDED WB-T12-3 TRAPEZE KIT, A 08-23-21 INITW. SUBMISSION FLEXIBLE RIGID PRODUCTS: 3 RUNGS 0 00-20-21 MM FOR PMff PROPOSED INNER EMT WAV E G U I D E BRIDGE K I T 1 11-05-21 SSU® FOR PERMIT ICE BRIDGE DUCTS CONDUIT WB-LB12-3 SUPPORT BRACKET DIMENSIONS HxL 160'00' MF-130 DIRECT BURIAL PIPE 2 11-30-21 IS'SUEO FOR P100111 FlNISH SLOPE PROPOSED X" DIA HYBRID CABLE WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN (OPTION "A-) j j \%-CONDUIT SUPPORT I I BRACKET AND BANDING CABLE RUN (QTY) 12 M PROPOSED X" DIA II O 10'-0" O.C. A&E PROJECT NUMBER HYBRID CABLE I I (OPTION "B*) SUPPORT BRACKET A-A A-A (WB-LB12-3) :NYNYCO2239A TRAPEZE KIT (WB-T12-3) • 3" 0W SCH 40 PIPE � DISH WIRELESS PROJECT INFORMATION PROPOSED PROPOSED 3.5" DIA. co CABLE CLAMP SUPPORT BRACKET SCH 40 PIPE I N Y N Y C 0 2 2 3 9 A 0 3'-0" O.C. (WB-L612-3)— s GALVANIZED M 18" DIA DRILLED 61405 MAIN ROAD, ROUTE 25 °°° TRAPEZE KIT • 8 (WB-T12-3) PROPOSED 1'-6" PIER FOUNDATION SOUTHOLD, NY 11971 \—EXISTING DIA. CONCRETE MONOPOLE o00 00o 8 PIER (TYP) ° ° A-A SECTION 3.5" ow cm SHEET TITLE GALv SCH EQUIPMENT DETAILS 40 PIPE (SPACED 3.5" DW GALV SCH 9'-0" MAX) 40 PIPE (SPACED (MF-130) 9'-0" MAX) (MF-130) CONCRETE PIER SHEET NUMBER PLAN EBQNI AM4 HYBRID CABLE RUN No SCALE 7 ICE BRIDGE DETAIL No SCALE $ TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 PCTEL 1.75~0 GPSGL—TMG—SPI-40NCB 1.60110 MINIMUM OF 7576 OR DIMENSIONS (DIAxH) MM/INCH 81 x184mm 0 270' IN ANY DIRECTION 3.2 x7.25 WEIGHT W/ACCESSORIES 075 lbs GPS CONNECTOR N—FEMALE ?� FREQUENCY RANGE 1590 t 3OMHz a� �ijN B ?�~ "' TM LLC S 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41~96 � • c J 0 0 0 0 o ego•�,N I TH CUI2PSM9P8XXX S BAMS �l�E (8 AWG CONDUCTORS) 695 ROUTE 46 WEST, SUITE 300 CABLES UNLIMITED HYBRID CABLE FAIRFIELD, NJ 07004 GPS DETAIL No SCALE � GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 2 MINIMUM BEND RADIUSES No SCALE 3 I--AS RE UI�4ED FOR WATERTIGHT ENDCAP r' INSTALLATION STANDARD UNISTRUT END CAPS (TV.) LINE DETAILS 1-5/8~ P1000 UNISTRUT ATTACHED UNE TYPE COAX zWITH STANDARD PIPE MANUFACTURER TBD fERt -ON 8 0 CLAMPS �P•) NEW YORK LICEESSIONAL MODEL NUMBER COAX — 7/8 ENGINEER- LICENSE NUMBER: 095374-1 W DIAMETER (O.D. IN.) 1.102 IxZ ~ ~ IT IS A VIOLATION OF LAW FOR ANY PERSON, 3 w jL3.5 O.D.) �I WEIGHT (Lbs. PER FT.) 0.302 UNLESS THEY ARE ACTING UNDER THE DIRECTION iD 0 $CH 40 OF A LICENSED PROFESSIONAL ENGINEER, u SUPPORT PIPE QUANTITY 12 TO ALTER THIS DOCUMENT. SLOPE CONC. Z AWAY FROM e� APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY: APPROVED BY: POST 5 MDC JAA JKM FINISHED 61 GRADE Z RFDS REV #: 3 PRELIMINARY "• DOCUMENTS LINE D ETA I LS No SCALE NOT USED No SCALE '� •'� 5 6 SUBMITTALS 't• REV DATE DESCRIPTION let • :+ :'• :s; 1'0 (MIN) A 08-23-21 INITIAL SUBMt 101 0 09-20-21 ISSUED FOR PERMIT 1 11--05-21 MSUED FOR PERMIT 2 11-30-21 ISSUM FOR PERMIT NOTES: 1. CONTRACTOR SHALL. FIELD LOCATE THE H—FRAME AS SHOWN ON SITE PLAN. INSTALL THE A&E PROJECT NUMBER H—FRAME NEAR THE PERIMETER OF THE FENCED COMPOUND WITH THE METERS FACING THE FENCE. NYNYCO2239A 2. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE CONDUIT RUN TO THE MAIN SERVICE CONNECTION OR TRANSFORMER. DISH WIRELESS PROJECT INFORMATION 3. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE GROUND ROD N Y N Y C 0 2 2 3 9 A REQUIREMENTS. IF REQUIRED, THE CONTRACTOR SHALL ORDER AND PAY FOR NECESSARY GROUND TESTS. 61405 MAIN ROAD, ROUTE 25 4. SUPPORT POSTS AND UNISTRUTS SHALL BE GALVANIZED. PIPE CLAMPS AND HARDWARE SHALL SOUTHOLD, NY 11971 BE GALVANIZED OR STAINLESS STEEL 5. ADJUSTMENTS TO THE H—FRAME DESIGN MAY BE REQUIRED DEPENDING ON THE EXACT METER PANEL INSTALLED. CONTRACTOR SHALL FIELD COORDINATE ADJUSTMENTS AND INFORM THE ENGINEER IF ANY UNUSUAL CONDITIONS ARE FOUND To EXIST. SHEET TITLE 6. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL EQUIPMENT INFORMATION. EQUIPMENT DETAILS SHEET NUMBER A=5 H—FRAME DETAIL . 0 RRU LOCATION NO SCALE 4 NOT USED No SCALE 7 NOT USED No SCALE $ DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 FUJITSU TRIPLE BAND FUJITSU DUAL BAND EEI TRIAD—FPS MOUNT TA08025-13605 TA08025-13604 DIMENSIONSHxWxD 2"x5.72"x.25" 0 0 DIMENSIONS (HxWxD) 14.9" 5.7"x9" DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" (HxWxD) 0 x1 WEIGHT: 5.5 LBS QTY: 6 a WEIGHT 63.9 lbs ° FPS EL WEIGHT 74.95 The 4.4.95 RF 4.3-10 RF SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS FRONT A`} CONNECTOR TYPE CONNECTOR CONNECTOR TYPE CONNECTOR TO 7 DIA., 1/4* BRACKET ASSEMBLY 0.01 y, POWER SUPPLY DC —58N-36V PLAN POWER SUPPLY DC —58N-36V PLAN fti �I TM L L C EEI TRIAD—AB MOUNT 5701LITSOUTH ANTA FE TLETONS CO 80120RIVE DIMENSIONS (HxWxD) 2"x10"x.25" o . /413 PLAN WEIGHT: 2 LBS QTY: 6 SPECIFICATIONS: ANTENNA BRACKET, 1/40 HRPO GUSSET ASSEMBLY AB FRONT III �— e e � 1111 � ' � 11 � NHHIe e ' IjTRIAD—AB --BOLT, HEX NUT, 12 Lila 11 ]a Lj ]a 11 C3 11 L3 12 ]a L3 I -TFLAT WASHER do � K Sm FRONT LOCK WASHER i TH BACK O O EEI TRIAD—FPS POLE THREADED �/� FRONT ROD (TYP) FPS/AB PLAAN 695 ROUTE 46 WEST, SUITE 300 FAIRFIELD, NJ 07004 RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181 —PF-48 FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 71.9"x11.8"x7.1" WIDTH 5" DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" �. TOTAL WEIGHT 43.8 LB DEPTH 2" WEIGHT 21.82 LBS � � ' RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8" MOUNTING ELM TOTAL WEIGHT 1.5 The BRACKET O • • r .��I1 J HOUSING MATERIA_ ASA/ABS/ALUMINUM ANTENNA �'RON� RADOME COLOR LIGHT GRAY NEW YORK F 1 ESSIONAL ENGINEER- LICENSE NUMBER:095374-1 CONNECTOR 1x8—PIN DAISY CHAIN MOUNTING BRACKET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: MDC JAA JKM MOUNTING D PIPE REDS REV #: 3 OR DISH Wireless LLC . . L.L.C. APPROVED PRELIMINARY w w DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A CO-23-21 WMAL s11OI1S M COMM SCOPE 0 09-2D-21 ISSUED FOR PERMT CDX623T—IDS—B DIPLEXER 1 1121 ISSUED FOR PET DIMENSIONS (HxWxD) 8.8"x4.9"x4.5" 2 11-30-21 MUED FOR PERMIT WEIGHT 10.14 lbs CONNECTOR TYPE 7-16 DIN FEMALE A&E PROJECT NUMBER (Doe) NYNYCO2239A Oo0 P_LAd. DISH WIRELESS PROJECT INFORMATION NYNYCO2239A oM o 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 0 . . . SHEET TITLE BACK FB4NI EQUIPMENT DETAILS SHEET NUMBER A=6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE NO SCALE $ NOT IN USE NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. lizzi 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. ,. 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 5701 SOUTH SANTA FE DRIVE REQUIRED TO MEET NEC STANDARDS. LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. I M INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. U TH S. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 695 ROUTE 46 WEST, SUITE 300 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. FAIRFIELD, NJ 07004 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. PROPOSED UNDERGROUND POWER CONDUIT (LENGTH: 240'-0"t) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG PROPOSED DISH Wireless LLC UTILITY METER ® PLATFORM H—FRAME ' 9"bN FE I M-&tMV NEW � � Y `OFESSIONAL • � x x x VEA � g�x -� ENGINEER- MBER:095374-1 I 0 IT IS A VIOLATION OF LAW FOR ANY PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION \ I I o OF A LICENSED PROFESSIONAL ENGINEER, X ALTER THIS DOCUMENT. x DRAWN BY: CHECKED BY: APPROVED BY: PROPOSED UNDERGROUND FIBER MDC JAA JKM \ CONDUIT (LENGTH: 75'-0"t) RFDS REV #: 3 x I I x PRELIMINARY x � L - - - - J x DOCUMENTS LX ' X-X-X-X-X-X-X-X-X-x-x-xJ SUBMITTALS REV DATE DESCRIPTION A 08-23-21 INITIAL SWAZIS. ON 0 09-20-21 ISSUED FOR PERMIT 1 11-05-21 ISS= FOR PERMR 2 11-30-21 ISS= FOR PERMIT EXISTING PAVED PARKING AREA EXISTING BUILDING A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER 12' 8' 4' C 10' 20' Eml UTILITY ROUTE PLAN 1 ELECTRICAL NOTES NO SCALE 2 3/32"=1'-0" DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. O 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 DISH Wireless LLC L.L.C. OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT L.L.C. PROVIDES Q Q FIBER DISTRIBUTION PANEL MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. PROPOSED DISH Wireless LLC TAIL) 12AWG WIRE ( ' L.L.C. PROPOSED FIBER WILL NEED TO PROVIDE AN NOTE: FIBER PROVIDER TM L L C 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL CO FIBER ENCLOSURE NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS .�, PROPOSED DISH Wireless LLC 2 U—BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. L.L.C. UNI9TR IN THE EVENT THE 5701 SOUTH SANTA FE DRIVE BRACKET SPACING DOESN'T LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISH Wireless UNE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC L.L.C. UNISTRUFF 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. 1-1/4" FLEX CONDUITS VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE WILL NEED TO BE POWER TO FIBER PROVIDER NID FIBER PROVIDER TO PUNCH TOP OF TERMINATED BY FIBER TELCO BOX OF NID ENCLOSURE AND 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH PROVIDER ON OTHER SIDE OF PROPOSED DISH Wireless LLC INSTALL 1-1/4" LIQUID TIGHT Wireless LLC L.L.C. BULKHEAD/LC TO LC L.L.C. 12 AWG WIRE (6 CONNECTORS, UL LISTED, NYLON 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT MATERIAL, WITH O—RING GASKET BREAKER � � IS TERMINATED. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. FIBER PROVIDER TO INSTALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IN IN PROPOSED DISH Wireless LLC 1-1/4- FLEX CONDUITS BETWEEN INA PROPOSED FIBER PROVIDER L.L.C. FDP TELCO BOX do NID 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES 0 0 FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM, PROPOSED DISH Wireless LLCTH OF WAY TO STREET, L.L.C.L.L.C. TERMINATED TO FDP PROPOSED DISH Wireless LLC SEEiEIBISFF�CI�s LLC 695 ROUTE 46 WEST, SUITE 300 RESRMSH Wireless LLC L.L.C. � � FAIRFIELD NJ 07004 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 LLC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL 1-1/2" POWER FROM CABINET L.L.C. IN w a 1-1/2- FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. DISH Wireless LLC L.L.C. 1 1/2" FlB� TO ��gqgglN INSTALLS 1-1/2" CONDUITS PROPOSED DISH WirelessC PROPOSED DISH Wireless LLC p 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. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. ML, P N ELECTRICAL NOTES No SCALE DARK TELCO BOX — INTERIOR WIRING LAYOUT No SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT OPTIONAL No SCALE ER ys R EO NEW YORK LICE ED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 EXISTING 5 SINGLE MOUNTED METER SOCKETS ON EXISTING H—FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON. WITH 1 EMPTY METER UNLESS THEY ARE ACTING UNDER THE DIRECTION SPACES PROPOSED DISH Wireless OF A LICENSED PROFESSIONAL ENGINEER, LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: APPROVED BY: CABINET POWER SECTION MDC JAA JKM M M M M I 200/3 RFDS REV #: 3 2 MRA PRELIMINARY o PROPOSED DISH PROPOSEDDISH DOCUMENTS Wireless LLC 200A, Wireless 120/208V, 10 3W LLC SUBMITTALS AC CABINET TELCO CABINET ISACABINE I T REV DATE DESCRIPTION • MEA 08--23-21 Ikf ft SUBWlSSIOM SEE TRENCHING NOTE 1 2" RGS 0 09_20-21 ISSUED FOR PEW TRENCHING NOTES BACKFILL PER SITE 1 11--05-21 FOR PEW WORK SPECIFICATIONS 2 11-•30-21 ISsu® FOR PERMIT 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS PWR PWR PWR PWR PWR — PWR REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PWR PWR_ PWR PWR p — PWR A&E PROJECT NUMBER AREAS TO ITS ORIGINAL CROSS 6" WIDE WARNING TAPE SECTION. // �� FBR FBR FBR FBR — FBR /� /� � NYNYCO2239A 2. TRENCHING SAFETY; INCLUDING, o �� /� o= BUT NOT LIMITED TO SOIL PVC SCH. 4o CONDUIT FOR FIBER CADWELD DISH WIRELESS PROJECT INFORMATION CLASSIFICATION, SLOPING, AND 3 (CM TO CONFIRM) NOTE: NYNYCO2239A SHORING, SHALL BE GOVERNED i / �� z BY THE CURRENT OSHA gm N $.-- .• RISER DIAGRAM IS FOR REFERENCE . TRENCHING AND EXCAVATION a o �� • • •• :\ o cn ONLY. WIRE SIZES AND FINAL WIRING 61405 MAIN ROAD, R0UTE 25 •••• �� PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFELY STANDARDS. z I •�:.; & COMPLETION OF UTILITY CONSULT. 3. ALL CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH � / GROUND ROD THE CURRENT NATIONAL /� �` UTILITY WARNING TAPESHEET TITLE ELECTRIC CODE (NEC) OR AS PVC SCH. 4o CONDUIT ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS AND RISER DIAGRAM 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 N- THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET CALCULATIONS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE UTILITY SERVICE ENTRANCE 120/24OV, 1 PH, SERVICE RATED, EQUIPMENT AND THE ELECTRICAL SYSTEM. 120 240 VAC 1PH OVERALL UL LISTED POWER CENTER, / N3R, 65K/10K AIC THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED VOLTAGE DROP CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC BACKUP MAIN BREAKER WITH (LISTED ON T-1) ARTICLE 210.19(A)(1) FPN NO. 4. GENERATOR 200A 200A INTERLOCKED GENERATOR " CAMLOCK FEED, 200A 65K AIC (3) PROPOSED CONDUIT SIZING: AT 4OX FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. TML L C GEN PLUG 0.75" EMT CONDUITS 0.5" CONDUIT - 0.122 SQ. IN AREA N 0.75" CONDUIT - 0.213 SQ. IN AREA SURGE SUPPRESSIO 2.0" CONDUIT - 1.316 SQ. IN AREA DEVICE 100KA SAD/MOV 3.0" CONDUIT - 2.907 SQ. IN AREA 5701 SOUTH SANTA FE DRIVE GFCI 1 02 40A PROPOSED 2 S. 1 8 CU GND. CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. LITTLETON, CO 80120 03 04 FOR RECTIFIERS 1 & 2 20A #10 - 0.0211 SQ. IN X 2 = 0.0422 SQ. IN 05 �08 PROPOSED 2 8, 8 CU GND f10 - 0.0211 SQ. IN X 1 0.0211 SQ. IN <GROUND SPACE 07 ::: 40A FOR RECTIFIERS 3 do 4 TOTAL = 0.0633 SQ. IN SPACE SHARED GROUND WIRE • 09 10 �PRPOSED 2 8 8 CU G 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, SPACE 20AFOR RECTIFIER 5 INCLUDING GROUND WIRE, AS INDICATED ABOVE. SPACE 13 =16 RECTIFIER CONDUCTORS (3 CONDUITS): USING UL1015, CU. (3) 3/0 WITH f6 GROUND IN 3" SCH 40 CONDUIT SPACE 15 #8 - 0.0552 SQ. IN X 2 = 0.1103 SQ. IN SPACE 17 18 SPACE f8 - 0.0131 SQ. IN X 1 = 0.0131 SQ. IN <BARE GROUND ZINA TH, SPACE 19 2-e--b-SPACE (1) PROPOSED TOTAL = 0.1234 SQ. IN :& I SPACE 21 22 SPACE 0.5" EMT CONDUIT 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, SPACE SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE. 695 ROUTE 46 WEST, SUITE 300 TO UTILITY COMPANY --�23 24 FAIRFIELD, NJ 07004 SPACE SPACE PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. PROPOSED 2 f10, 1 110 CU GND. FOR CONVENIENCE OUTLET 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN 6 - 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND NOTEo TOTAL = 0.8544 SQ. IN CONTRACTOR TO REFER TO BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF 4 WIRES, FINAL UTILITY DESIGN DETAILS IN THE ONE-UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. ( ) INCLUDING GROUND WIRE, AS INDICATED ABOVE. BREAKERS REQUIRED: f0; (2) 40A, 2P BREAKER - SQUARE D P/N:00240 (1 20A, 2P BREAKER - SQUARE D P/N:00220 ��` ' 1) 20A, IP BREAKER - SQUARE D P/N:00120 ER p F c KEON NEW YORK LICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 PPC ONE-LINE DIAGRAM NO SCALE 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. FAULT CURRENT VALUES BASED ON DRAWN BY: CHECKED BY: APPROVED BY: POINT-TO-POINT METHOD OF CALCULATION MDC JAA JKM F1 (SINGLE PHASE) F3 (SINGLE PHASE) RFDS REV #: 3 LOCATION: TRANSFORMER LOCATION: DISCONNECT TRANSFORMER SIZE = 100.0 kVA TYPE OF CONDUIT: PVC PRELIMINARY SECONDARY VOLTAGE (L-L) 240 V CONDUCTOR SIZE AND TYPE: 3/0 COPPER SECONDARY VOLTAGE (L-N) SETS OF CONDUCTORS = 1 DOCUMENTS 120 V LENGTH OF CONDUCTORS = 10 FEET PROPOSED ENERSYS PANEL SCHEDULE ISC = 40,000 A "C" VALUE = 13923 SUBMITTALS VOLT AMPS VOLT AMPS f(L-L) = 0.0821 REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP � PHASE # TRIP (WATTS) LOAD SERVED M(L-L) = 0.9241 A 08-23-21 *Oft 5U8MCSSION Li L2 L1 L2 PPC GFCI OUTLET 180 15A 1 A 2 3840 ERSYS ALPHA CORD f(L-N) = 0.1065 ERI�dT 0 09-20-21 ISSUED FOR P ENERSYS GFCI OUTLET 180 20A 3 8 4 40A 3840 I RECTIFIERS 1 do 2 M(L-N) = 0.9038 1 11-05-21 ISSUED FOR PERIAT -SPACE- 5 A 6 3840 ERSYS ALPHA CORD -SPACE- 7 B 8 4OA 3840 RECTIFIER 3 & 4 F2 (SINGLE PHASE) ISC (L-L) = 12,679 A 2 11-30-21 ISSUED FOR PERMR -SPACE- 9 A 10 20A 1920 ERSYS ALPHA CORDEX LOCATION: METER ISC (L-N) = 8,038 A -SPACE- 11 B 12 1920 RECTIFIER 5 -SPACE- 13 A 14 -SPACE- TYPE OF CONDUIT: PVC -SPACE- 15 B 16 -SPACE- CONDUCTOR SIZE AND TYPE: 3/0 COPPER -SPACE- 17 A 18 -SPACE- -SPACE- 19 B 20 -SPACE- SETS OF CONDUCTORS = 1 A&E PROJECT NUMBER -SPACE- 21 A 22 -SPACE- LENGTH OF CONDUCTORS = 80 FEET -SPACE- 23 8 24 -SPACE- VOLTAGE AMPS 180 180 9500 8500 "C" VALUE = 13923 F4 (SINGLE PHASE) YNYCO2239A f(L-L) = 1.9153 200A MCB It, 24 SPACE, 1 0 240V L1 L2 LOCATION: 200A PPC DISH WIRELESS PROJECT INFORMATION- MB RATING: 65,000 AIC 9680 9680 VOLTAGE AMPS M(L-L) = 0.3430 81 81 AMPS TYPE OF CONDUIT: PVC 81 MAX AMPS f(L-N) = 5.7459 CONDUCTOR SIZE AND TYPE: 3/0 COPPER NYNYCO2239A 102 1 MAX 125X M(L-N) = 0.1482 SETS OF CONDUCTORS = 1 61405 MAIN ROAD, ROUTE 25 ISC (L-L) = 13,721 A LENGTH OF CONDUCTORS = 30 FEET SOUTHOLD, NY 11971 ISC (L-N) = 8,894 A "C" VALUE = 13923 f(L-L) = 0.2277 M(L-L) = 0.8146 SHEET TITLE f(L-N) = 0.2887 ELECTRICAL ONE-LINE, FAULT M(L-N) = 0.7760 CAI-CS & PANEL SCHEDULE ISC (L-L) = 10,328 A ISC (L-N) =1 6,238 JA SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 FAULT CALCULATIONS NO SCALE 3 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 PROPOSED EXOTHERMIC CONNECTION TEST GROUND ROD WITH BUSS BAR ®T INSPECTION SLEEVE TEST WELL INSULATORS El MECHANICAL CONNECTION #6 AWG STRANDED do INSULATED .k T® ® ------ ,. GROUND BUS BAR PROPOSED 4"02"0/4" TINNED — . COPPER GROUND BUSSBAR — #2 AWG SOLID COPPER TINNED I O GROUND ROD ® BUSS BAR INSULATOR BOND PROPOSED EQUIPMENT W TM LLC PLATFORM TO PROPOSED o o GROUNDING ELECTRODE -43 5701 SOUTH SANTA FE DRIVE GROUNDING LEGEND SYSTEM (TVP. 4) LITTLETON, CO 80120 � . BOND H—FRAME POST TO ® EXISTING TOWER GROUND UNI—STRUT (TYP.) I I j " RING (FEILD VERIFY) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE — --� ---------^-�=�t� � SUPPORT POSTS TO 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND(s) - - - ALL POSTS) ,, ,\ COMPLIANCE NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING EXISTING GUYED Q ANDMANUFACTURERS SPECIFICATIONS. TOWER 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. #2 AWG BURIED GROUND RING 30" BELOW GRADE I TH #2 TINNED SOLID IN 1/2" „ . MIN. LIQUID TIGHT CONDUIT `I' ' E.e ' ° GROUNDING KEY NOTES _. , . !r FROM 24" BELOW GRADE ° ° I TO WITHIN 3” TO 6" OF ( ° ° ° ; EXTERIOR GROUND RING., #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW 695 ROUTE 46 WEST, SUITE 300 CAD—WELD TERMINATION OA GRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL FAIRFIELD, NJ 07004 POINT. EXPOSED END OF OR FOOTING. THE LIQUID TIGHT CONDUIT p MUST BE SEALED WITH � \ . `--� ` ° ° ' TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, j1ji /01;3 91O SILICONE CAULK. (TYP) m ` I �\ �� e AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. I INTERIOR GROUND RING: 2 AWG STRANDED GREEN INSULATED COPPER \ / # CONDUCTOR EXTENDED AROUND THE " OPERIMETER OF THE EQUIPMENT AREA. ALL NON—TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. `�' • BOND EQUIPMENT AS REQUIRED BY MANUFACTURER ` BOND TO INTERIOR GROUND RING: O #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE * PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE Al PROPOSED EQUIPMENT GROUND RING TO D BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) ��' 9y3�afl �r GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND ORODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF J'E/REM = F s E N GROUND RING CONDUCTOR. NEW YORK LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER- LICENSE NUMBER:095374-1 OFRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, OINSULATED COPPER CONDUCTORS. WHEN A HATCH—PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH—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 ENTRANCE TO THE CELL SITE BUILDING. BOND MDC JAA JKM BULKHEAD (TYP) I H TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND O INSPECTION SLEEVE. REDS REV #: 3 EXISTING MAST I PROPOSED I TELCO GROUND BAR! BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ANTENNA (TYP) I ( I O I PRELIMINARY FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT ROUND MEMBER O IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. ADAPTER PROPOSED ;! I DOCUMENTS STEALTH CANISTER I I I INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA O OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS DJl/JIIIIJJ/IIIIIIIIJIIIIII/JJl9/lllJl/ I I INTERIOR GROUND RING. EXISTING MAST 3/8" HEX OR REV DATE DESCRIPTION FlLUSTER BOLT I j I FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS A os— —2� n�nw. LOCK WASHER BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID i O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH o -20-21 IMMFOR PEW 6"x2" GROUND FLAT WASHER GATE POST AND ACROSS GATE OPENINGS. t— -21E0 FOR p BUS BAR— EXTERIOR METALLIC BONDS: METAC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 2 11-30-21 W= FOR PERbtR 6"x2" GROUND O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE BUS BAR EXISTING MAST ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE OTINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED ROUND MEMBER GROUND RING. A&E PROJECT NUMBER ADAPTER STAINLESS STEEL ( I DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUT'S, RECTIFIER REPLACEMENT'S STAINLESS STEEL HOSE CLAMP ( I #2 AWG STRANDED OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND N Y N YC 0 2 2 3 9 A HOSE CLAMP 67x2" GROUND BUS BAR COPPER GREENINSTALIATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE (TOTAL OF 1) O I INSULATED (TYP) 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 N Y N Y C 0 2 2 3 9 A OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROADR0UTE 25 REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. ' SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING ELEVATION SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G =1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wireless 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 d PROPOSED 200AMP METER SOCKET —�---- -----------------i PROPOSED GPS UNIT - ' LJ TM LLC ----- -------- Io PROPOSED PIPE COLUMN i PROPOSED POST o #2 AWG GROUND I ____ __________ CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE LITTLETON, PROPOSED GPS UNIT CO 80120 I MOUNT OR APPROVED I PROPOSED PIPE CLAMPS PROPOSED DISH i EQUIVALENT Wireless LLC I �� L.L.C. POWER I i 10D PROTECTIVE I CABINET I I RESERVED SPACE FIBER Ila a : NID, IF REQUIRED O I I i o � I F�=== 10) 1/2" COAX CABLE 8" A,, IM TH j I P MINIMUM BENDING RADIUS N � 1.11! I r-"�y, 1,i:. A.. PER CABLE MANUFACTURER'S �� ---------� SPECIFICATIONS ATO GROUND 695 ROUTE 46 WEST, SUITE 300 L4 -----------1 -- 1 I �{ PROPOSED Ili FAIRFIELD, NJ 07004 NO SCALE ; ;j; D1 C Wireless 11;{ , jam TYPICAL GPS UNIT GROUNDING NO SCALE 2 CH. SAFELY SWITCH. � Ali i i INSTALL IF REQUIRED BY 1 LOCAL UTILITY / COMPANY / III I I i PROPOSED TELCO FIBER ENCLOSURE gill _VA_ i I o /tel /o I / 1`��1 f I A A PROPOSED #2 AWG TIE . f INTO GROUND RING (TYP) ✓ lk' / I I ` PROPOSED PLATFORM NEWV YORK 021 ED PROFESSIONAL 2 TINNED SOLID IN 1/2" MIN. UQUIDi , �, O c� r� ENGINEER- LICENSE NUMBER: 095374-1 TIGHT CONDUIT FROM 24" BELOW GRADE i ° BUSS o [3 O O go, ° TO WITHIN 3" TO 6" OF CAD-WELD ° o o BAR F1 O O O O O r o o ° TERMINATION POINT. EXPOSED END OF ' , IT IS A VIOLATION OF LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE I I I UNLESS THEY ARE ACTING UNDER THE DIRECTION I j BOND EQUIPMENT ; I I 11 OF A LICENSED PROFESSIONAL ENGINEER, SEALED WITH SIUCONE CAULK. (TYP) 1 I GROUND BAR TO / , ----�� I TO ALTER THIS DOCUMENT. GROUNDING 1 I 1 ELECTRODE 1 I _ I I I I I PROPOSED GROUND RING DRAWN BY: CHECKED BY: APPROVED BY: I I SYSTEM (1yP) 1 1 `- -1-' 1 00 I I 00 MDC JAA JKM �` BASE CONNECTION RFDS REV #: 3 1 i PROPOSED ---�- - - - - - -�---� GROUND RING # 2GROUN PRELIMINARY DOCUMENTS H—FRAME GROUNDING DETAIL NO SCALE OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12" DW x 24" DEEP A 08-23-21 NIMAL SUBMW N INSPECTION SLEEVE PVC 0 09-20-21 ISSUED FOR PERMIT 2 TINNED SOLID IN 1/2" MIN. LIQUID OR SOIL PIPE WITH CAP TIGHT CONDUIT FROM 24" BELOW GRADE PIPE OR EQUIVALENT " 1 11-05-21 ISSUED FOR PERW TO WITHIN 3 TO 6 OF CAD-WELD . 1 -0 TERMINATION POINT. EXPOSED END OF N --- 2 11-30-21 ISSUED FOR PERMIT THE LIQUID TIGHT CONDUIT MUST BE i FINISHED GRADE INCLUDE WARNING TAPE WITH SEALED WITH SILICONE CAULK. . . o o o . . o. o 0 o o ° . .o . oo. .00 .b9 BACKFILL PER SPECIFICATIONS ° o . ooo � 0 . 00 .00bh. . . oo .oo. .000 ..GRADE o o. o . ,.o a . o . o. L j- .�\\/\\/\\/\\/\\/\\ \/\\/\\/\\ \\/\\ A&E PROJECT NUMBER \\In z j NYNYCO2239A \�/\\ \\ \\ \\ \ \\ \\ \\/�� EXOTHERMIC CONNECTION o //\//\ \//\//\/// m Z DISH WIRELESS PROJECT INFORMATION 3 4" CRUSHED STONE OR 4 =N I I `° EQUAL FILL TEST WELL TO WOE NYNYCO2239A WITHIN 2" OF TOP OFOk GROUNDING LOOP CONDUCTOR s = 61405 MAIN ROAD, ROUTE 25 GROUND RING, #2 AWG SOUTHOLD, NY 11971 SOUD BARE TINNED CADWEL (TYP) GROUND RING COPPER CONDUCTOR #2 AWG SOLID TINNED SHEET TITLE TIE INTO EXISTING COPPER CONDUCTOR GROUNDING DETAILS GROUND RING EXTERIOR GROUND RING GROUND ROD, 1/2- MIN. x 8'-0" , LONG COPPER CLAD STEEL (ERICO #625880) SHEET NUMBER Gm2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 DISH Wireless 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 WELD. o NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) W TO BE VISIBLE (TYP) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8' DIAMETER MIN S/S SPLIT WASHER (TYP) ALL OR LARGER. � - ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. N S/S FLAT WASHER (TYP) 1k^!1ft_ IWST. L L C 3. FOR GROUND BOND TO STEEL ONLY.• HYBRID COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND ��\ GRID W1GLE 0 BEFORE MATING. 2 HOLE LONG BARREL 5701 SOUTH SANTA FE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER DOWN TO GROUNDING BUS. -r� LUG (TYP) LITTLETON, CO 80120 5. NUT do WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON S/S FLAT WASHER (TYP) THE BACK SIDE. WEATHERPROOFING KR TIN COATED SOLID (SEE NOTE 3) COPPER BUS BAR S/S NUT (TYP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CABLE GROUNDING KIT CHERRY INSULATOR ° 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. f6 AWG STRANDED COPPER 8. ENSURE THE WIRE INSULATION TERMINATION IS WTTH!N 1/8" OF THE BARREL (NO SHINERS). CONDUCTOR WITH THWN-2 INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 do 2) A AmOK"I" I K A T H 695 ROUTE 46 WEST, SUITE 300 CONNECTION OF HYBRID CABLE GROUNDING KIT FAIRFIELD, NJ 07004 TYPICAL GROUNDING NOTES No SCALE � TO HYBRID TRUNK No SCALE 2 LUG DETAIL N® SCALE 3 MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO It TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO-HOLE SHRINK W BUTT UP AGAINST THE ALL INTERIOR TWO-HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS 3/8' DW x1 1/2* 3/8" DIA x1 1/2" f •� f6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND GREEN, 600V, THWN BAR LOCATED AT MCL S/S NUT S/S NUT ' ry to 2 t 2 2 E BONDED TO TOWER STEEL INSULATION (OR AS PROVIDED t ( ) WITH GROUND KIT) (T P) Af u Aah 1 S/S K WASHER LOCK RE o o --- ------- --- ------- j SON IF NEW LICE I S/S FLAT S/S FLAT ENGINEER RKLI LICENSE NUMBER:095374-1 PROPOSED HYBRID TO WASHER WASHER ANTENNA (TYP) ——— ——- ------- ------- TINNED COPPER TINNED COPPER GROUNDING BAR ——— ——————— --- -------GROUNDING BAR IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION S/SFLATTsER H T �,OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING POLE ——— S/S BOLT S/S BOLT DRAWN BY: CHECKED BY: APPROVED BY: I (1 OF 2) (1 OF 2) MDC JAA JKM 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING RFDS REV #: 3 6 AWG 2 HOLE LUG (TYP) PRELIMINARY HYBRID (TYP FOR) DOCUMENTS TOBITS OE IPMENT E RCEBRIDGE TYPICAL INTERIOR TWO HOLE LUG No SCALE 5 TYPICAL EXTERIOR TWO HOLE LUG No SCALE 6 SUBMITTALS REV DATE DESCRIPTION EXISTING GROUND WIRE A 08-23-21 INITIAL SUOMISSION 0 00-20-21 ISSUED FOR PERMIT EXISTING TOWER PIER/ 1 11-05-21 ISSUED FOR PMff FOOTING 2 11-30-21 W= FOR PERIfIIT GRADE INSPECTION WELL ' A&E PROJECT NUMBER EXISTING GROUND RING NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61 405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 NOTES: 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 SHEET NUMBER EDITION OF ANSI/TIA 222 AND NFPA 780. G =3 TYPICAL ANTENNA CABLE GROUNDING No SCALE 4 NOT USED No SCALE $ NOT USED No SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 AVft LOW BANDSN71+N26) AWS OPTIONAL (N29) (N66+N70+H—BLOCK) HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING ` ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH LOW—BAND RRH PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 (600 MHz N71 BASEBAND) + + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT (850 MHz N26 BAND) + , TM LLC (700 MHz N29 BAND) — OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT ADD FREQUENCY COLOR TO SECTOR BAND 5701LITTLETO CO 80120 DRIVE SOUTH SANTA A FE DR (CBRS WILL USE YELLOW BAND) N' GHz) ORANGE ORANGE RED RED ORANGE PRAN BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE _ ORANGE ORANGEOak HITORANGE ORANGE _ ORANGE ORANGE 7 77 • jr — 1 — ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID—BAND RRH RED RED BLUE GREEN (AWS BANDS N66+N70) RED RED FED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN TH ADD FREQUENCY COLOR TO SECTOR BAND FREE ,. ..,.- . (CBRS WILL USE YELLOW BANDS) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN 7777 695 ROUTE 46 WEST, SUITE 300 FAIRFIELD, NJ 07004 PURPLE PURPLE _ PURPLE j LE PURPLE _ PURPLE PURPLE COLOR IDENTIFIER777 1- 2 — P — F — P HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX#1 COAX #2 ALPHA ALPHA INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS ALL SECTORS, BOTH LOW—BANDS AND RED RED RED RED MID—BANDS. BLUE BLUE ' ' �►, L _ RED EXAMPLE 2 HYBRID, OR DISCREET, SUPPORTS GREEN GREEN CBRS ONLY, ALL SECTORS. F �iEON 'ERE EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW MOUNTED RRHs. PURPLE NEW YORK LICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 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 PURPLE ORANGE PURPLE MDC JAA JKM POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH RFDS REV #: 3 LOW—BAND RRH POWER CABLES HAVE SECTOR :. ,�;, ...,�.,.„,.a�„_ PRELIMINARY STRIPE ONLY RED RED BLUE BLUE GREEN GREEN [DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE uPURPLE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 A 08-23-21 INffIAL SUBMISSION MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 0 09_20-21 I� FOR PERMIT RET CONTROL IS HANDLED BY THE MID—BAND IN IN IN IN IN IN 1 11-05-21 ISSUED FOR PERMIT RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 2 11-30-21 � FOR PERMIT SEPARATE RET CABLES ARE USED WHEN RED RED BLUE BLUE GREEN GREEN ANTENNA PORTS PROVIDE INPUTS FOR BOTH LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE PURPLE ORANGE A&E PROJECT NUMBER NYNYCO2239A MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES 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. WHITE WHITE WHrrE WHITE~ WHITE WHITE NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOR 61405 MAIN ROAD, ROUTE 25 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 77, SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G=3 RF CABLE COLOR CODES NOT USED 4 DISH Wireless LLC. TEMPLATE VERSION 34 — 06/11/2021 EXOTHERMIC CONNECTION 0 AB ANCHOR BOLT IN INCH • ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ® AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR ® ADDL ADDITIONAL LF LINEAR FEET d AFF ABOVE FINISHED FLOOR LTE LONGTERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM19AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ®T AGL ABOVE GROUND LEVEL MAX MAXIMUM c , EXOTHERMIC WITH INSPECTION SLEEVE © AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL rftl=T. LLC ALT ALTERNATE MFR MANUFACTURER GROUND ROD II� ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE APPROX APPROXIMATE MIN MINIMUM LITTLETON, CO 80120 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE • BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT UGH7ING FIXTURE (2) TWO LAMPS 48-T8 � F -71BM BEAM # NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE — ' SD BOF BOTTOM OF FOOTING N A TH OC ON-CENTER �:m. , ,,� t _, .µYE SMOKE DETECTION (OC) CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING 695 ROUTE 46 WEST, SUITE 300 CHG CHARGING FAIRFIELD NJ 07004 P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW Q CLG CEILING PIS . PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K-SR4-120-PE-DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE X X X X COL COLUMN PRC PRIMARY RADIO CABINET COMM COMMON WOOD/WROUGHT IRON FENCE pp POLARIZING PRESERVING CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED LEASE AREA – _ DC CL DOUBLEECT CURRENT P PWR POWER CABINET PROPERTY UNE (PL) - - - - - - DEPT DEPARTMENT QTYUAIVTrTY Q SETBACKS - - - - - - - - - - - - - - --- - - - - - - - - DOUGLAS R Q RAD RADIUS DIA DIAMETER ICE BRIDGE RECT RECTIFIER < 3 DIAG DIAGONAL REF REFERENCE p9y Qom' V CABLE TRAY DIM DIMENSION REINF REINFORCEMENT ESR` M FE c EON WATER UNE W W W W W DWG DRAWING REQ'D REQUIRED NEW YORK LICENSED PROFESSIONAL UNDERGROUND POWER UGP UGP UGP UGP DWL DOWEL UGP D EACH RET REMOTE ELECTRIC TILT ENGINEER- LICENSE NUMBER:095374-I UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON, RMC RIGID METALLIC UNLESS C CONDUIT ESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER OHP---OHP—OHP----OHP--- EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO 0NT—OHT—OHr—OFR EMT ELECTRICAL METAWC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P RWY RACEWAY DRAWN BY: CHECKED BY: APPROVED BY:UGT/P ENG ENGINEER SCH SCHEDULE ABOVE GROUND POWER AGP -- AGP AGP AGP AGP EQ EQUAL SHT SHEET MDC JAA JKM EXP EXPANSION ABOVE GROUND TELCO AGT AGT AGT AGT AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE RFDS REV #: 3 ABOVE GROUND TELCO/POWER AGT/P AGT/P SIM SIMILAR AGT/P AGT/P EW EACH WAY SPEC SPECIFICATION PRELIMINARY FAB FABRICATION WORKPOINT W.P. FF FINISH FLOOR SQ SQUARE SECTION REFERENCE xx SS STAINLESS STEEL DOCUMENTS FG FINISH GRADE STD STANDARD SUBMITTALS X-X FIF FACILITY INTERFACE FRAME FIN FlNISH(ED) �P T PORARY STEEL REV DATE DESCRIPTION FLR FLOOR A 08-23-21 I MAL SU!AdSM THK THICKNESS DETAIL REFERENCE rx'x�� FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER o os-20-21 ISSUED FOR PERI�lIT FOC FACE OF CONCRETE TN TOE NAIL 1 11-*5-21 ISSt1® FOR PERMIT FOM FACE OF MASONRY TOA TOP OF ANTENNA 2 11-30-21 ISSUED FOR PERMIT FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) FT FOOT TOS TOP OF STEEL A&E PROJECT NUMBER FTG FOOTING GA GAUGE TOW TOP OF WALL NYNYCO2239A GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH WIRELESS PROJECT INFORMATION GLB GLUE LAMINATED BEAM UG UNDERGROUND N Y N YC 0 2 2 3 9 A GLV GALVANIZED UL UNDERWRITERS LABORATORY 61405 MAIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM SOUTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBLE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE SHEET TITLE HGR HANGER W/ WITH LEGEND A N D HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT LEGEND ABBREVIATIONS Gimml DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 SITE ACTIVITY REQUIREMENTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NOTES: 0 (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 & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 2. "LOOK UP" - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: " CARRIER:DISH Wireless LLC L.L.C. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES '' TION MOUNT REINFORCEMENTS AND/OR E TM LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, EQUIPMENT INSTALLATIONS SHALL TOWER OWNER:TOWER OWNER/ Q NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. A I ENV ArmU TH THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 695 ROUTE 46 WEST, SUITE 300 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 FAIRFIELD, NJ 07004 STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). RECORD. 5. ALL SITE WORK TO COMPLY WITH DISH Wireless LLC L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 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 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. � SUCH CHANGE OF INSTALLATION. �.2 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 ; . EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY RULES AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. ' " ;�• OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ' ERE K EON 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 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, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE TO ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY: APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UNLESS SPECIFICALLY STATED OTHERWISE. UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE MDC JAA JKM FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDS REV #: 3 PROCEDURES. OF INSTALLATION. 11 . ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11 . CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL PRELIMINARY LATEST APPROVED REVISION. DCONDUITS RAWINGS. 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 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 A 08-23-21 IN!'TW. SV@M!SSION 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 0 09-20-21 ISSUEO FOIL PERMIT 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. 1 11-05-21 AMM FM PM1 UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 2 11-30-21 ISSUM FOR POW 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. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. A&E PROJECT NUMBER 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE NYNYCO2239A APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION NYNYCO2239A DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF 61405 MAIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SOUTHOLD, NY 11971 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SHEET TITLE 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. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. GNEE2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wireless LLC. TE .PLATE 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. . . psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90-f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED 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 TM LLC BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A ( ) ( ) R R LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. DRIVE SOUTH SANTA FE MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 5701 SOLITTLUTON, CO FE 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 0120 SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC L.L.C.". #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2" • 5 BARS AND SMALLER 1-1/2"CONCRETE NOT EXPOSED TO EARTH OR WEATHER: Aziomw � b"I F-sp,. 7!1 r"![71 . . • SLAB AND WALLS 3/4" • BEAMS AND COLUMNS 1 -1/2" 695 RFAIRFIELD,OUTE 46 WEST, T07004E 300 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. / s 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. `�P '' 4.1 . ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF ;Q " THE NATIONAL ELECTRICAL CODE. .u ` 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 THECSN � v {A o ER RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE NEW YORE FESSIONAL GOVERNING ENGINEER- LICE MBER: 095374-1 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR IT IS A VIOLATION OF LAW FOR ANY PERSON, THEYUNDER EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. UNLESS N OFSA L EN EDACTING PROFESS ONALTHE ENG NIEER,, 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE TO ALTER THIS DOCUMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY: APPROVED BY: ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. MDC JAA JKM 8. TIE WRAPS ARE NOT ALLOWED. REDS REV #: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-200RHW, HB R RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PRELIMINARY 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 OTHERWISE SPECIFIED. SUBMITTALS 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. A 08-23-21 INWL SUBMI M 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 0 09_20-21 ISSUM ria PMff BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 1 11-05-21 WIM FOR POW 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND 2 11-30-21 WIM MR PMrr NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. A&E PROJECT NUMBER 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. NYNYCO2239A 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. DISH WIRELESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE 61405 MAIN ROAD, ROUTE 25 NEC. SOUTHOLD, NY 11971 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUT 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 , PTR OR DIRT FROM ENTERING.ECONDU TS SHALL BE NDS OF CONDUITS HRIGIDLALL Y CLAMPED RTO BOXES BY GALVANIZED ILY CAPPED FLUSH TO IMALLEAB E IRON BSH GRADE TO USH NGNT OONRINS DE ANDEGALVANIZED GN =3 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 GROUNDING NOTES: 1 . ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 0 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO ` PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY .. ' ' TM LLC BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS 5701 SOUTH SANTA FE DRIVE WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS LITTLETON, CO 80120 EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 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 SUPPORTED. j UTH 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 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. 695 ROUTE 46 WEST, SUITE 300 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND FAIRFIELD, NJ 07004 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. 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 SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL < h � 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. EI E6 N 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" p NEW - DSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINE RR- LIC �RS0955374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS THEY ARE ACTING UNDER THE DIRECTION SIONAL SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO OF A LICENSED TO ALTER PTHIS SDOCUMENT.GINEER, THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. DRAWN BY: CHECKED BY: APPROVED BY: MDC JAA JKM RFDS REV #: 3 PRELIMINARY DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 06-23-21 001AL SUBMISSION 0 09-20-21 ISSUED FOR PERMIT 1 11-05-21 ISSM FOR PERMIT 2 11-30-21 ISSUED FOR PERMIT A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE GENERAL NOTES SHEET NUMBER G INE m4 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 PROJECT TEAM GENERAL NOTES CLIENT REPRESENTATIVE THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE -- -'�.rr MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY c� COMPANY: ELITE TOWERS L.P. ' SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ADDRESS: I S. DURKEE LANE -ri:-r : N CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 - CONTACT: TANYA NEGRON PHONE: (516)410-8730 N APPLICABLE BUILDING CODES & STANDARDS E-MAIL: TANYA.N EG RON@ELITE-TOWERS.COM a, # '—r •$ .. �"` ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE Fr\'r'1 rl\) F F 1 ' I P-11 C- F . . SITE ACQUISITION 5 �k FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO ~' T" COMPANY: ELITE TOWERS L.P. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. � a„ ,}. _ ADDRESS: I S. DURKEE LANE 11r`fi r* ,less '-_r . I� ommun-Ir� LiCJ'ns I nI ras4.r LICtLire Experts CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 I. 2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEGRON PHONE: (516)410-8730 2. NATIONAL ELECTRICAL CODE NFPA 70-17 ELIT+I �ONVEiRS LP E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM t^Y+eless C�mn,�r.-r.�t,oNs PnYastnFc ure Exp, ?s 3. 2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) ENGINEER ID : 4. LIGHTNING PROTECTION CODE NFPA 780-2017 - COMPANY: AZIMUTH ENGINEERING P.C. � .. `:1 ADDRESS: 695 ROUTE 46 WEST, SUITE 300 5. AMERICAN CONCRETE INSTITUTE 318-14 ,� . CITY, STATE, ZIP: FAIRFIELD, N 07004 ° J 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION " �`� ,, . � , CONTACT: JEREMY MCKEON PHONE: 973-970-0068 sou L E-MAIL: JMCKEON@AZIMUTHEG.COM 7. EIA/TIA-222 REVISION H E 8. TIA 607 FOR GROUNDINGs.,p ' T LESSE �� ...- APPL CAN / " . 9. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGIN 1 COMPANY: ELITE TOWERS L.P. LON W1 ESO - - ADDRESS: I S. DURKEE LANE 10. IEEE C2 LATEST EDITION -�~$ CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 11. TELCORDIA GR-1275 12.ANSI T1.31 I CO-APPLICANT SOT TSJL I p IIl1..) 'j'LH0LD 4 v t} COMPANY: NEW YORK SMSA LIMITED PARTNERSHIP PROJECT' DESCRIP'T'ION/SCOPE OF WORK d/b/a VERIZON WIRELESS W ADDRESS: 4 CENTEROCK ROAD vok, CITY,STATE,ZIP: WEST NYACK, NY 10994 THIS PROJECT WILL BE COMPRISED OF: CO-APPLICANT ELITE TOWERS: INSTALLATION OF NEW EQUIPMENT COMPOUND, 6'-0" HIGH CHAIN LINK FENCE, 150' 1B. PROTECT YOURSELF COMPANY: SOUTHOLD FIRE DISTRICT ALL STATES REQUIRE NOTIFICATION Or CONCEALMENT TOWER, MESA CABINET, ELECTRIC METER BANK, ELECTRIC TRANSFORMER, EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURP THE FAFTH'S ADDRESS: 55135 MAIN ROAD D .1STEEL&CONCRETE BOLLARDS, LANDSCAPING&SHRUBBERY SURFACE ANYWHERE .N AN STATE CITY,STATE,ZIP: SOUTHOLD, NY 10994 Sso U 0 C Know what's below. • NEW 70'-0"x 35'-0"EQUIPMENT COMPOUND WITH 6'-0"CHAIN LINK FENCE. = I Call before you dig. • NEW 150'CONCEALMENT TOWER= I FOR STAT: SPECIFIC DIRECT PHONE NUMBERS • MESA CABINET= I VISIT: WWW.CALLaii.COM SHEET INDEX • ELECTRIC METER BANK= I - • ELECTRIC TRANSFORMER= I SCALE: UkAWN B [HICKILD 11Y: • STEEL&CONCRETE BOLLARDS=4 AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION • NEW TREES, SHRUBBERY, LANDSCAPING =T.B.D. SOUTHOLD NY FIRE DEPARTMENT ---- ---- ---- ---- ---- Z-0 I ---Z-01 TITLE SHEET 0 Z-02 SITE PLAN & NOTES61405 • NEW FIRE DISTRICT EQUIPMENT CABINET= I • NEW FIRE DISTRICT ANTENNA- I 0 12/23/21 ISSUED FOR FILING WPK JWS • BULK TABLE NEW FIRE DISTRICT PTP= I E 10/15/21 REVISED PER COMMENTS GJB JWS Z-04 ZONING INFORMATION VERIZON WIRELESS: D 05/12/21 REVISED PER COMMENTS WAS JWS Z-05 200' RADIUS PLAN SouINSTALLATION OF NEW 2'-0'0 CONCRETE PIERS, 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, C 05/03/21 REVISED PER COMMENTS WAS JWS HO 119 � 1 Z-06 VICINITY PLAN EQUIPMENT CABINET, BATTERY CABINET,TELCO CABINET, PPC CABINET,WORK LIGHTS, B 04/29/21 REVISED PER COMMENTS WAS JWS AL E r IS MARIN V IL�Rl REL NAMLE LD R1 MAIT�T AD LD NY Z-07 200'&500' PROPERTY OWNERS LIST DISCONNECT SWITCH, CABLE BRIDGE, PANEL ANTENNAS, RRH'S& DIPLEXERS. A 04/06/21 ISSUED FOR REVIEW WAS JWS Z-08 COMPOUND PLANK Ty TFFO OUNL C NEW 2'-0"0 CONCRETE PIEP.S=6 DRAWN CHECKED Z-09 EQUIPMENT PLANS NEW 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM = I REV DATE DESCRIPTION BY BY NEW EQUIPMENT CABINET= I Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NEW BATTERY CABINET= I Z-1 I ELEVATION NEW TELCO CABINET= Z-12 CONSTRUCTION DETAILS- I SiTt ® NEW PPC CABINET= I p NEW WORK LIGHTS=2 Z-13 CONSTRUCTION DETAILS-2 NEW DISCONNECT SWITCH = I X g � K. Tirp NEW CABLE BRIDGE = I Z-14 EQUIPMENT DETAILS- 1 r �' NEW PANEL ANTENNAS=2 PER SECTOR, 6 TOTAL '* ' NEW RRH-2 PER SECTOR, 6 TOTAL Z-15 EQUIPMENT DETAILS-2 / CONC OL NEW DIPLEXERS =4 PER SECTOR, 12 TOTAL150 Z-16 FIRE DISTRICT EQUIPMENT -�„ Z-17 2007 INSURANCE FLOOD INSURANCE MAP ,c 0953a AERIAL MAP VICINITY MAP P '' fEREMY�K McKEON g ,.> w N NEW YORK LICENSED PROFESSIONAL i} r d � gt '%' Yy k+. �"` � $ '' Y„qac pypM it � 5} _,.N�r�i� k K Wit' ENGINEER- LICENSE NUMBER:095374-1 { p- AREA OF WORK }} r p M ¢ IT IS A VIOLATION OF LAW FOR ANl PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION —�E OF THE RESPONSIELE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. AREA OF WORK T SITE INFORMATION "QS i TF`F i �g� %_ � < �� z�• � SITE NO: ALB ERTSON r # SITE INFORMATION M MARINE d. PROPERTY_/TOWER OWNER �� n ,� � � :�;. 61405 MAIN ROAD NAME: BUDD'S POND MARINA INC. l SOUTHOLD, NY 11971 Altxrtson Wrin Inc ADDRESS: 61405 MAIN ROAD -14 bhp ” i � ;,. E�ul�,�ryfer SUFFOLK COUNTY CITY,STATE,ZIP: SOUTHOLD NY. 1197147 °`* '` DISTRICT: 1000 ¢� SITE TYPE: SECTION 56.00 K . 150'-0" CONCEALMENT POLE BLOCK/LOT: 3/15 LATITUDE: 41.076024 t W r, '1 . y COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED LONGITUDE: -72.406034 x � ' tY THIS DRAWING AND ALL THE INFORMATIOPd CONTAINED HEREIN IS t AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE - f <. WORD. WAS CONTRACTED OR TO WHOM IT IS CERTIFIED, THIS O LAT,/LONG.TYPE; NAD$3 9 ;,_.` �' -, _ DRAWi'JG MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE a WITHOUT THE EXPRESS W IT1EN CONSENT OF AZIMUTH Lij AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE&EQUIPMENT COMPOUND x j ENGINEERING P.C., LLC. �} RECEIVED N ZONING/JURISDICTION: TOWN OF SOUTHOLD �- z t` JAN.14 2022 SHEET TITLE: rr ZONING DISTRICT: M-11 - MARINE II ; Q W µ a 7 Sou o(TTown CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY (25 Planning Board 'TITLE SHEET J Lirl NJ EALMENI JL ? - HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN �" p 7 �` .,y ^. S - SHLL I NUI`.�IBE HABITATION. HANDICAPPED ACCESS NOT REQUIRED. At , LLJ ; h 01 Z-01 P 4 0 Clj U BOTTOM OF SLOPE & 9.6WETL4NDS WETLANDS PROPOSED 70'-0" x 35'-0" EQUIPMENT L O N LINE COMPOUND (SEE SHEET Z-08) ELITE'- Towr.,RS I-P 9.7 LAVi/recess Cnrnmurl,-afix).ln*rasftb,.(Lire.Expels ND RA LROS 2.7 Do . 9 9.1 S Tii. HD OIL. (N6904'20TRA 2.3 80 A -- OF SL np� N5 7- 0 +1 LU ' "j 4.5 a. = x - TF4,54 �9 '4�7"" 5 8.9 0 _j 4.� RA VEL SLOpE ;,�/ X 0- , ,SOUTHOLD TF6.1 4 154- U 4.2 77 T. OF SLOP 8.6 .00 CO UJ .- IN ADJACENT PC z TO NEAREST BUILDING ENT PROPERTY 4.3 6.1 U 0 8.6 STN, HDWL p Z U8.3 LWJ- 4.6 80 0 8.3 0 ENCS N S 3.8 TO FEIJ COMPOUND 3.4 PAP Ln iy_v T 4.7 (10 TCONCE O , 4.4 4.3 3.9 UPI LMENT POLE N : OTESWQ 4.5 1 . LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING j-1 z 3.5 STRUCTURAL ANALYSIS. 1 -1 0 a 0) PROTECT YOURSELF CN ALL STATES REQUIRE NOTIFICATION OF EX4CAVATOFS, DESIGNEES, OR ANY PERSON W PREPARING TO DI-Ti THE EARTHS 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRHS, ETC. IN ACCORDANCE m SURFACE ANYWH��E IN ANY STATE' WITH STRUCTURAL ANALYSIS. 4z ` .5 00 8. rnow whaesbelow. - 4.5 - A 90 2' -4.4 Call before you dig. 3. TRUE NORTH BASED ON GOOGLE MAPS. C) = FF4.58 FOR STATE SPECIFIC DIRECT PHONE NUMBERS TO VISIT: WWW.CALI-81!.COM 4.6 m v cq �,CALE: RAVvN :j r: CHLCI-Lb H f: 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. N01.0" AS SHOWN WAS IK 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND = RSFCT/ ---- ---- ---- ---- ---- CD cc SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & TO 471-0"± 3,9 ---- ---- ---- ---- --- DATED 10/24/18. 4.7 FENCE 10 0 12/23/21 ISSUED FOR FILING WPK JWS ECOMPOUND CD E 10/15/21 REVISED PER COMMENTS GJB JWS 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. 86,-0„± CD. D 05/12/21 REVISED PER COMMENTS WAS To coil JWS CEALIl ZIN 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR 0 -F POLE C 05/03/21 REVISED PER COMMENTS WAS JWS GRAVEL o- ; , I c�\S� B 04/29/21 REVISED PER COMMENTS WAS JWS PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY HIGH STORY SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. A 04/06/21 ISSUED FOR REVIEW LN z METAL BUILDING z TF4,56 +I LLI WAS JWS Z)C? _j #61405 CD LLJ C�_ C:� REV DATE DESCRIPTION DRAWN CHECKED 4 7 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR ;r < 0 BY BY . 13- MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE 4.4 t., UJ U +1 1:U 4.3 4_3 FACILITY FOR BOTH FIRE AND INTRUSION. C) 4.1 N-O 0 U Ln LU Li cj ivj 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE 0 U z LLJ IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH#- U_ CD CZ 0 7s: 4,0 A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 0. 095 B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, 4.4 LIJ ssto STANDARDS AND REQUIREMENTS. y/,/ o 4,25 FF4, 7J GF4.64 JEREM McKEON 4.24 lzN I 4.44 z 10. CONTRACTOR SHALL CONTACT "NEW YORK UNDERGROUND PLANT LOCATION4.71 (N NEW YORK LICENSED PROFESSIONAL 4,72 ENGINEER-LICENSE NUMBER:095374-1 SERVICE" AT 1 -800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN LO ; Ln 0 PANT. El 4. 0i 0 THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. L0 4 Lr) IT IS A VIOLATION OF LAW FOP ANY PERSON, 4.21 -_:Jo r4') UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PFOFESSIONAL 11 . CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY ENGINEER, TO ALTER THIS DOCUMENT. COMPANIES REQUIREMENTS. CONC. ASPH. 3.78 TF3.71 SITE � [\IFORMATIO�� : 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. 3.92- 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO -0 ; SITE NO: ALBERTSON MARINE 4.03 J.88 E.A. J.39 3.3 7 E.A. 3.51 PRE-CONSTRUCTION CONDITIONS. S47c2612795W 20 . 00' TF3.50 61405 MAIN ROAD 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER (S58'31 '00"�,) RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 4.33 4.26 DYE -- 4.10 3.96 3.98 DY1 4.03 SOUTHOLD, NY 11971 SUFFOLK COUNTY 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD IMPROVEMENTS ARE PROPOSED. 'Rn 0A DM, � ( N . Y ® S ® R T E . z2) 5 ) SITE TYPE.- 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 150'-0" CONCEALMENT POLE 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. COPYRIGHT @ 2021,AZIMUTH ENGINEERING P.C.,LLC ALL 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL. CONSTRUCTION LEVEL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY WHOM FOR WHOM THE DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE WORK WAS CONTRACTED OR TO WHOM IT 11 CFRT!FlED THIS DRAWING MAY NOT BE COPIED, PEUSI DISCLOSED, DRAWINGS, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSF > UNDERGROUND SERVICE ALERT - NEW YORK 811 WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH UTILITY NOTIFICATION CENTER OF NEW YORK 0 ENGINEERING P.C., LLC. 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND (800) 272-4480 'HEFT 111LE: SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & WWW.NEWYORK-811 LCOM < DATED 10/24/18. Know whatils below. SITE PLAN &NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Cal I before you dig. 0 of SHEET NUMBER:12, 2 10, 0 20' 40' LJ GRAPHIC SCALE Vill 20'-O"FOR 22"1 DRAWINGS Z-02 m I SITE PLAN GN FEET) SCALE. _j SCALE: 1/2"= 20'4"FOR 11"x17"DRAWINGS Z Q 00 t CV C BULK REQUIREMENTS FOR ZONE M-II (MARINE II) ; f Q) DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS MINIMUM LOT DIMENSIONS AREA 80,000 SQ FT 41 ,346 SO ET NO CHANGE fJON—COMPLIANT Nom- WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES ELIT . �(A"E'RS LP DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES +"'isPtessCom mijrmcatm,,Infra u_WreExrf,ts MINIMUM YARDS35 FEET ±29.4 FEET 174'± (TOWER) COMPLIES FRONT PJINIMUM YARDS SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES p� REAR 25 FEET 61 .9 FEET 30'± (TOWER) COMPLIES BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES SOUTHOLD MINIMUM YARDS _ .- SIDE 25 FEET 40.7 FEET 47'± (COMPOUND) COMPLIES �..:�. PEAR 25 FEET 61 .9 FEET 8'± (COM'DOUND) NON—COMPLIANT BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES LANDSCAPE AREA 20% MAX 0% 4.43 o COMPLIES MAXIMUM LOT COVERAGE 30% 26.2 0 5.8% (NEW) NON—COMPLIANT 32/o TOTAL REQUIREMENTS OF CHAPTER 280 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY DESCRIPTION COMMENTS 1 . MAXIMUM HEIGHT PER WIRELESS ORDINANCE: 60' VARIANCE OR WAIVER � PROTECT REO YOURSELF REQUIRED ALL STATES RE IGHE NOTIFICATION of m EdCA VATORS, DESIGIIERS, OR ANY PERSON i PREPARING TO DI STUPP THE EARTH'S 2. MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR VARIANCE OR SURFACE ANYWHERE IN ANS STATE STREETS SHALL BE NO LESS THAN 500 FEET. WAIVER REQUIRED KnowwhafsbeloW. -- Call before you dig. 3. FALL ZONES. AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING IT THAT FOR STATE SPE.. WWW.CALL811.00"FICDIRECT FNUMBERS COM P IS FREE OF OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE, EXCEPT THE BASE EQUIPMENT, WITH A RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE =BALL: jRAAN H : _HELkLlj er: STRUCTURE. A SMALLER FALL ZONE MAY BE ALLOWED IF SUPPORTED BY A REPORT SUBMITTED AS SHOWN WAS fKM BY A QUALIFIED STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER'S REPORT SHALL BE VARIANCE OR WAIVER SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND CORROBORATED BY AN REQUIRED ---- ---- ---- ---- ---- INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A SMALLER FALL ZONE IS APPROPRIATE AND SAFE. THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST ---- -"- "' ---' "'- NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE, AND MUST BE CLEAR OF ALL STRUCTURES 0 12/23/21 ISSUED FOR FILING WPK JWS EXCEPT THE BASE STATION EQUIPMENT. E 10/15/21 REVISED PER COMMENTS GJB JWS EXISTING 4. MINIMUM LOT SIZE: IN ACCORDANCE WITH THE BULI" SCHEDULE FOR EACH ZONE: 80,000 SOFTNON—COMPLIANT D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS 5. IN THE MII DISTRICT, NO BUILDING OR PREMISES SHALL BE USED AND NO BUILDING OR PART OF A BUILDING SHALL BE ERECTED OR ALTERED WHICH IS ARRANGED, INTENDED OR DESIGNED TO BE USED, IN VARIANCE OR WAIVER B 04/29/21 REVISED PER COMMENTS WAS JWS WHOLE OR IN PART, FOR ANY USES EXCEPT THE FOLLOWING (ONE USE PER 80,000 SQUARE FEET OF LAND REQUIRED A 04/06/21 ISSUED FOR REVIEW WAS JWS ABOVE MEAN HIGH WATER, UNLESS OTHERWISE SPECIFIED). :REV DATE DESCRIPTION DRAWN CHECKED BY BY 6. SIGNS, SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR EIGIIS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS, WHICH ARE REQUIRED. SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS FOR RADIO NIDA FREQUENCY RADIATION WARNING SIGNS. CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE NORMAL AND EMERGENCY CONTACT INFORMATION ti�, FOR EACH. SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE FEET IN SURFACE AREA. r�� TV 'r 7. BASE STATION EQUIPMENT SHELTER. THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED r � ff WITH A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE ARCHITECTURAL STYLE. ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICTCOMPLIES �As IN f APPLICABLE TO THE SITE, AND UP TO TWO ADJACENT OFF—STREET PARKING SPACES MAY BE PROVIDED F" ° 09= FOR SERVICE VEHICLES. NOTWITHSTANDING THE FOREGOING, BASE EQUIPMENT RELATED TO ESQ INTERIOR—MOUNTED WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO �--� THE PLANNING BOARD UPON CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING EREMY "K I"IcKEON VISUAL IMPACTS. NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I 8. BASE EQUIPMENT LANDSCAPING. A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE A VISUAL SCREEN OR BUFFER FOR COMPLIES IT IS A VIOLATION OF LAW FOR ANY PERSOf�, ADJOINING PRIVATE PROPERTIES AND THE PUBLIC RIGHT—OF—WAY OR OTHER VANTAGE POINTS UNLESS THEY ARE ACTING UNDER THE DIRECTION ACCESSIBLE TO THE PUBLIC. THE SCREEN SHALL CONSIST OF A DOUBLE ROW OF EVERGREEN SHRUBS of THE RESPONSIBLE LICENSED PROFESSIONAL AND TREES THAT ARE OF SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE ENGINEER, To ALTER THIS DOCUMENT. EQUIPMENT FROM VIEW. REQUIRED FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE � � SHRUBS AND TREES. SURVIVABILITY OF THE LANDSCAPING SHALL BE GUARAI'ITEED AND MAINTAINED BY THE SITE NC DRTVI ATI Cr\1 APPLICANT FOR THE LIFE OF THE INSTALLATION. 9. SITE LIGHTING. THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC SITE NO: ALBERTSON MARINE WELFARE. FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING PLANS OF THOSE SITES. OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT COMPLIES SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE, AND NO LIGHT IS REFLECTED OR SHONE 61405 MAIN ROAD TOWARDS THE SKY, EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR SAFETY LIGHTING. SOUTHOLD, NY 11971 10. SCENIC LANDSCAPES AND VISTAS. ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED SUFFOLK COUNTY INSIDE OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BY A PLANTED BUFFER OF DENSE TREE GROWTH. AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED COMPLIES WITHIN A SCENIC VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD, AS SITE TYPE: DESIGNATED BY THE TOWN, SHALL NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES 150'-0" CONCEALMENT POLE WITHIN A RADIUS OF 300 FEET OF THE PROPOSED LOCATION, OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. 11 . COLOR. ANTENNA SUPPORT STRUCTURES IN THE FORM OF CONCEALMENT POLES OR OTHER TOWERS SHALL EITHER BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE COPYRIGHT 0 2021,AZDA=ENGMERING P.C.,LLC ALL COMPLIES RIGHTS RESERVED STRUCTURE'S LOCATION SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE, UNLESS OTHERWISE THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN Is AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA). IF A WIRELESS COMMUNICATION FACILITY IS WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS o INSTALLED ON A STRUCTURE OTHER THAN A TOWER, THE ANTENNA AND SUPPORTING ELECTRICAL AND DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > MECHANICAL EQUIPMENT MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY WITHOUT THE EXPRESS WRITTEN CONSENT OF AZItIUTH COMPATIBLE WITH THE COLORS OF THE SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNA AND ENGINEERING P.C., LLC, N RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE AS POSSIBLE. SHLL I TITLE w z Q BULK TABLE 5 z SHEET NUMBER: Z-03 W m Q & I IN < N 000� If 0 4�21 . 4 00�ffl , 17 bertsoq -Q A-,, e W _�M V 0 �427I'S 7Ai- 00"� 0 S TOWN, 10 W_ -�—E N 07 V, 7� Pip W HOLD 0 R C. V ENGINEERING Q) U VC/ < ee, �ey 14 E E LIT lnkastructurtt Expens e 40_ .1151 er 71 N f �IR SITE SO LOCATION 1� X-4 Nell 3 7, '41, &M 10 0 4on LA-# 7- I—W` k n ee,�no i 5 LU "k, L ID 1. 01 AC '__N_'Ty_ -u ,-Y -Y.0, rs �,LF4n �oe� (C( U,' -t, UW01 AH f.4A verl"Zon,/ B ; HBPROTE�T YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATO S, DESIrNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S S L -A SURFACE ANYWHERE IN ANY STAIF 20oi Know whafsbelow. _1C DIRE FOR STATE SPECIF CT PHONE NUMBERS cp VISIT: \�*W.CA: L81I.COM 200' Call before you dig. RADIUS LINE AL, b I)b-1 4'. ] o'. L A% A,-) bHUVVN VVA�, JKM j 10- ---- ---- ---- L ---- ---- ---- All 0 12/23/21 ISSUED FOR FILING WPK JWS "S. UJI p �z M I E 101IS/21 REVISED PER COMMENTS GJB JWS ) Outhola, D 05/12/21 REVISED PER COMMENTS WAS JWS V) C14 Li jWS r M I C 05/03/21 REVISED PER COMMENTS WAS �COUN cke Creek D t & x"e B 101,29,21 PER COMMENTS WAS JWS _0 F ip, � _:7�- 1 1, , : 17 VIIIN, `rF 2 X T A 04/06/21 ISSUEDIFORREVIEW WAS JWS DRAWN CHECKED e REV DATE DESCRIPTION BY BY Ll R 1P �AL L .11;� �, 1B ddj C 9 -4, k R "N M T_ R,Lrlfi OQS Y;;ESS rr 1 M T, McKEON Rd' j )R ENSED PROFESSIONAL ENG 4SE NUMBER: 095374-1 e_ r0l_ 7',.44,1- I IS A VIOLATION OF LAW 'OR ANY PERSON, f UNLESS THEY ARE ACTING UNDER THE DIRECTION %0jr OF THE RESPONSIBLE LICENSED PROFESSIONAL "61, ENGINEER, TO ALTER THIS DOCUMENT, XI P 0 SITE INFORVATION � F�j A YJ SITE NO- ALBERTSON MARINE n" `7 61405 MAIN ROAD `M` % _F1 n�, AP Ce at SOUTHOLD, NY 11971 Irv, 4j, It SUFFOLK COUNTY a 1,,i SITE TYPE: 150'-0" CONCEALMENT POLE COPYRIGHT 2021,AZIMUTH ENGINEERING P.C.,LLC ALL 0) RIGHTS RESERVED _3� IHIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS _0 AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 0 NOTE: Map Prepared by WORK WAS CONTRACTED OR TO WHOMUT IS CERTIFIED, THIS DRAWING MAY NOT BE COPIED, RE SED, DISCLOSED, > Town of Southold Geographic Information System DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE LXPRESS WRITTEN CONSENT OF AZIMUTH July 29, 2016 ENGINEERING P.C., LLC. 1 . PARTIAL ZONING MAP IS BASED ON ZONING N Suffolk County Real Property Tax Service Agency I-Li MAP PREPARED BY THE TOWN OF SOUTHOLD z 0�� I GEOGRAPHIC INFORMATION SYSTEM DATED AREIS and Tax Map Copyright 2016, < County of Suffolk, NY 07/09/16. ZONING INFORMATION z 0 ',H EET NUMBER: Lij GRAPHIC SCALE [AL TAX MAP (IN FEET) N.T.S. 2 ZONING MAP GRAPHIC SCALE Z-04 (IN FEET) N.T.S. < ------- Q W b o O � i? UTI U ENGI F ERIN - 0 .,I w EWERS LP 13etless coo nitations Infrasuiuctum Expects SUHL j cu Zepl O0 � o °r rizOW-, N 4, /Os PROTECT YOURSELF '�• ALL STATES REQUIRE NOTIFICATION OF ` e EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Cali before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81I.COM CAW: DRA,V',I Bi`. (HI CKE) BY AS SHOWN WAS JKM 2001 ,r FROM P�O�FSET ---- ---- - ---- ---- �Y0 12/23/21 ISSUED FOR FILING WPK JWS �/�� E 10/15/21 REVISED PER COMMENTS J G B WS J D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS B 04/29/21 REVISED PER COMMENTS WAS JWS A 04/06/21 ISSUED FOR REVIEW WAS JWS E " DRAWN CHECKED RQi'1 PR� �'I REV DATE DESCRIPTION �� BY BY E t p.. sF 0 09, JEREM K McKEON W NEW -LICENSED PROFESSIONAL Z ENGINEER LICENSE NUMBER: 0955374-1 n IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION W OF THE RESPONSIBLE LICENSED PROFESSIONAL V) 0 ENGINEER, TO ALTER THIS DOCUMENT. LL 7 CL O R1TE INFORMATION N °- SITE NO: ALBERTSONMARINE O oC 61405 MAIN ROAD SOUTHOLD, NY 11971 : SUFFOLK COUNTY SITE TYPE: 150'-0" CONCEALMENT POLE COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED 1HIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS O DRAWING MAY NOT BE COPIED, REUSED; DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH W ENGINEERING P.C., LLC, ELW N W TiI F: _Z Q 200' RADIUS PLAN z 0 SHEET NUMBER: I 200' RADIUS PLAN !GRAPHICFEET) LE 7j-05 W (IN FEET) N.T.S.j� V Q Q o Ln N CD N r� N NA_T - iA 1 ,N , 0 FLIT TOWERS LP i��less��imm�iraaUoars6nfra�t, ,:raEx{se�; R. SO Wnftu, 3 PROPOSED 150' CONCEALMENT POLE verizo■ PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS,.OR ANY PERSON PREPARING TO DISTURB THE EARTH'S tiA SURFACE ANYWHERE IN ANY STATE Know what's below. 0111 before you dig. FOR STATE SPECIFIC D RECT CPHONE NUMBERS VISIT: OV SCALE: DR J'\ LY_ CHECKED BY: D�US TO NSR AS SHOWN WAS JKM ---- ---- ---- ---- ---- 0 12/23/21 ISSUED FOR FILING WPK JWS �O A. E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS Q ,C. REVISED PER COMMENTS WAS B 04/29/21 NTS S jWS `1 _ A 04/06/2I ISSUED FOR REVIEW WAS JWS � o } REV DATE DESCRIPTION DRAWN CHECKED t BY BY 7 x� ^ + yn µ u ar' o v y u mzy.0953 E f� N "'FESS1C,' w Jrm ERE;M McKEON NEW r E ENGINEER R-LICENSENUMBERS 0955374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, AO n UNLESS THEY ARE ACTING UNDER THE DIRECTION T Wit. OF THE RESPONSIBLE LICENSED PROFESSIONAL C ENGINEER, TO ALTER THIS DOCUMENT. m LEGEND 11—R INFORMATIONo R E -PARKS & SITE NO: ALBERTSON MARINE RECREATION M-II-MARINE II 61405 MAIN ROAD SOUTHOLD, NY 11971 SUFFOLK COUNTY SITE TYPE: — 150'-0" CONCEALMENT POLE R-40 RESIDENTIAL COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE NOTE: WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS CD DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED; DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH LLJ AERIAL IMAGE BASED ON ENGINEERING P.C., LLC. N. GOOGLE MAPS DATA 2019 W SHEE Ti rL_: z OP VICINITY PLAN z 0 SHEET NUMBER: w ,GRAPHIC SCALE �� Z-06 1 VICINITY PLAN QNFEET, , N.T.S. Q Ln 0 cll CN r I r%J F E F1;1 C-1 F__ C yF"1". RIM"777-77"" 7777"" 7777777"" V)0 District Section Block Lot Owner Owner's Address ELITEONNITTS IT 1000 56 1 4.2 Scott & Pauline Carter 1605 Mill Path, Southold, NY 11971 1000 56 1 10.1 Town of Southold 2205 Mill Path, Southold, NY 11971 1000 56 1 11 .2 Angela Norton 610 Pond Avenue, Southold, NY 1971 SOUTHOLD 1000 56 1 11 .6 Angela Norton 610 Pond Avenue, Southold, NY 1971 P \ 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 , W -elf E, 1000 56 3 13.3 Angela Norton 61025 Route 25, Southold, NY 11971 1000 56 3 14 New York Telephone Co. 60975 Route 25, Southold, NY 11971 PROTECT YOURSELF ALL STATES REOUIRE NOTIFICATION OF EYCAI/ATORS, DEESGNEPS, OR ANY PERSON P�EPARI�1 I TO DISTUPB THE EARTH'S SLPEACANYWHERE IN ANY STATE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25, Southold, NY 11971 Know whafsbelow. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS 1000 56 3 1 Main Road Brokerage LI, LLC 61505 Route 25, Southold, NY 11971 VISIT: WWWCALL811.00M SCALE: DRAWN Df: CHECKED B(: 1000 56 3 2 Emmanuel & Toula Leodis 61575 Route 25, Southold, NY 11971 AS SHOWN WAS JKM ---- ---- ---- ---- ---- 1000 56 3 3 Emmanuel & Toula Leodis 61625 Route 25, Southold, NY 11971 ---- ---- ---- ---- ---- 0 12/23/21 ISSUED FOR FILING WPK JWS 1000 56 3 4 Town of Southold 61725 Route 25, Southold, NY 11971 E 10/15/21 REVISED PER COMMENTS GjB JWS D 05/12/21 REVISED PER COMMENTS WAS JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25, Southold, NY 11971 C 105/03/21 REVISED PER COMMENTS WAS JWS B 104/29/21 REVISED PER COMMENTS WAS JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25, Southold, NY 11971 A 04/06/21 ISSUED FOR REVIEW WAS JWS %REV DATEDRAWN CHECKED-1 DESCRIPTION BY BY 1000 56 5 7 Margaret Dafo 445 Budds Pond Road, Southold, NY 11971 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 AN 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road, Southold, NY 11971 0. 09 OFE 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road, Southold, NY 11971 �JEPEM)�k M/cKE 6 N NEW YO LICENSED PROFESSIONAL 1000 56 5 16 Patrick Redmond 750 Budds Pond Road, Southold, NY 11971 ENGINEER- LICENSE NUMBER:095374-1 00 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIFECTION 1000 56 5 17 Jean & John Weber 590 Budds Pond Road, Southold, NY 11971 OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1000 56 6 1 .1 Eli Green & Dalton Route 25, Southold, NY 11971 SITE INFORMATION : 1000 56 6 1 .2 Suffolk County 61330 Route 25, Southold, NY 11971 SITE NO: ALBERTSON MARINE 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25, Southold, NY 11971 61405 MAIN ROAD 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25, Southold, NY 11971 SOUTHOLD, NY 11971 SUFFOLK COUNTY SITE TYPE: 150'-01' CONCEALMENT POLE COPYRIGHT 0 2021,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWNG AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE CD WORK WAS CONTRACTED OR TO WHOM IT IS CERT,FIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, > DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE ELI WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. LTJ 0 SHEET TITLE: 200' &500' PROPERTY OWNERS LIST 0 I M 1 PROPERTY OWNERS LIST GHEE NUMBER: Z-07 Q O NOTES: O 1. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. ty i 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P.C. SIGNED PROPOSED 4'-0" x V-0" CONCRETE EQUIPMENT PAD FOR o �\ i BY STEPHEN E. RAVN P.E. L.S. LICENSE NO. 49664 & DATED 10/24/18) FIRE DISTRICT EQUIPMENT (SEE DETAIL 4, SHEET Z-13) 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER & ELITE PRIOR TO CONSTRUCTION. PROPOSED TREE (TYP OF 34±) 4. LOCATION 7 INSTALLATION OF EQUIPMENT TO BE 1N ACCORDANCE WITH THE STRUCTURAL ANALYSIS. (EMERALD GREEN ARBORVITAE 6'-0" TALL MIN.) J TOWER DESIGN TO BE BY OTHERS. PROPOSED FIRE DISTRICT EQUIPMENT PLANTED IN STAGER PATTERN TO CREATE s S. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. CABINET ON 4'-0" x 6'-0" CONCRETE MAXIMUM CONCEALMENT (BY ELITE) s cn EQUIPMENT PAD (SEE SHEET Z-16) (SEE DETAIL 9, SHEET Z-12) PROPOSED MESA CABINET (BY ELITE) , �U L SCC PROPOSED PAD o o MOUNTED ;e1,-ss Comn, ru.atians Ir r,3Str.,rture ErDtr,s J o /TRANSFORMER (BY ELITE) C � / �� o 4 SOUTHOLD > PROPOSED POWER CONDUIT � ROUTED UNDERGROUND F ROM _ • pP.`��sw, TRANSFORMER TO UTILITY `^' ` ". FRAME SEE DETAIL 1, SHEET Z-12 PROPOSED FIRE DISTRICT CABLE BRIDGE 10'-0" A.G.L. SEE DETAIL 4 SHEET \ ( T Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN O OPEN SOCKET (BY ELITE) o � � I I T ECT ® ALL STATES PEOURE NOTIFICATION OF ` I II� / , o Excav PROToEs DESIGNERS, OR ANY PERSON FUTURE CARRIER FUTURE CARRIER d % PREPARING To DISTURB THE EARTHS SURFACE AI:YWHERE IN ANY STATE EQUIPMENT AREA E UIPMENT AREA �— //� \ �. Q � \o Know wha>?sbelow. Cal before you dig. o W \ FOR STATE SPECI-IC DIRECT PHONE NUMBERS VISIT: WWW.CALLBIl.COM > I SUALE: TDR �fJIJ Nr. CHEGI.EU tir: PROPOSED MULTI METER-METER AS SHOWNWAS JKM / ,� PACK WITH DISCONNECT (BY ELITE) � PROPOSED FIRE DISTRICT CABLES ROUTED ON i-- PROPOSED 12'-0" WIDE ACCESS """' '"" -"' '--- '--- PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES — PROPOSED CABLE BRIDGE FROM FIRE DISTRICT /-/- GATE (TYP OF 2 x V-0") (BY ELITE) 0 1 12/23/21 ISSUED FOR FILING WPK JWS ROUTED ON PROPOSED CABLE BRIDGE TO TOWER EQUIPMENT TO PROPOSED TOWER TYP OF I L;, `\'�� ' (TYP OF 4 PER SECTOR, 12 TOTAL) \� j \ ( ) / w (SEE DETAIL I, SHEET Z-13) E 10/15/21 REVISED PER COMMENTS GJB Jws M D 05/12/21 REVISED PER COMMENTS WAS JWS W PROPOSED VERIZON ANTENNAS & EQUIPMENT \ C 05/03/21 REVISED PER COMMENTS WAS JWS (BY VERIZON WIRELESS) WITHIN PROPOSED B 04/29/21 REVISED PER COMMENTS was Ws CONCEALMENT POLE (SEE SHEET Z-09) J o L LlA 04/06/21 ISSUED FOR REVIEW WAS JWS REV DATE DESCRIPTION BY BY Ll j PROPOSED 150' MULTI-SECTION 1 MULTI-SIDED RADOME Z-11 P ( I I CONCEALMENT TOWER BY ELITE w C�� - ti I PROPOSED 70'-0" x 35'-0" ' (2,450 SQ. FT.) EQUIPMENT „.,��, , i f COMPOUND (BY ELITE) I FUTURE CARRIER �4. w I� I W � �c� I EQUIPMENT AREA w 0953 ��1 it i I � I � � ~ ,. �.?�Fss1o '.`,• ,`� 0 - - - - - - - - - - - ERE / K McKEON NEW YORK LICENSED PROFESSIONAL E E E � E E E E E T T T - ®—T T ENGINEER- LICENSE NUMBER:095374-1 C® � �� n A OF LAOR ANY PSON, UNLESS THEY ARE ACTING UNFDER THE DIRECTION V 70'-0 OF THE RESPONSIBLE LICE"JSED PROFESSIONAL PROPOSED V-0" HIGH BLACK _ ENGINEER, TO ALTER THIS DOCUMENT. CHAIN LINK FENCE (BY ELITE)—// LITE) SITE N ��R M A T 0��) (SEE DETAIL 1, SHEET Z-13) PROPOSED VERIZON WIRELESS UNDERGROUND POWER & TELCO SITE NO: ALBERTSON MARINELLJ PROPOSED VERIZON WIRELESS 10'-0" x 20'-0" STEEL PLATFORM CONDUIT (BY VERIZON WIRELESS) ROUTED FROM METER RACK & F— (BY VERIZON WIRELESS) WITH 42" TALL HANDRAIL & 8'-6" TALL MESA CABINET TO PROPOSED PPC & TELCO CABINET ON STEEL CANOPY(200SQ. FT.) IN A IV-0" 61405 MAIN ROAD x 20'-0" LEASE AREA (200 SQ. FT.) PROPOSED EQUIPMENT PLATFORM (SEE DETAIL I & 2, SHEET Z-12) SO 405 MAI, NY 11971 (SEE SHEET Z-09) SUFFOLK COUNTY �— EXISTING BUILDING—` UILDING— SITE TYPE: 150'-0" CONCEALMENT POLE i COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL c, RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE oPROPOSED VERIZON WIRELESS UNDERGROUND WOR[,, WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS POWER & TELCO CONDUIT ROUTED FROM UTILITYDRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, W DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE POLE TO TRANSFORMER & MESA CABINET WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. N W SHEET TITLE: Q z z COMPOUND PLAN O m I COMPOUND PLAN GRAPHICSCALE 4 Z 0 Z 4 s "_ , " " PEE �,��t�: r7 m SCALE t 1/4 1-0FOR 22 x34 DRAWINGS Z-O8 Q — (IN FEET) SCALE: 1/8"- 1'-0"FOR 11"x17"DRAWINGS Q 0 N t� PROPOSED FIRE DISTRICT CABLES ROUTED ON ' PROPOSED CABLE BRIDGE FROM FIRE DISTRICT \ - EQUIPMENT TO PROPOSED TOWER (TYP OF 1) cn PROPOSED FIRE DISTRICT l ,�� I r F FE IF;I l [M, II,C, �i CABLE BRIDGE 10'-0" A.G.L. s, FUTURE CARRIER „ EQUIPMENT AREA PROPOSED 150' MULTI-SECTION -ME (SEE DETAIL 4, SHEET Z-14) CONCEALMENT LTOWER (BY DELITE)_\ I lop ELITE TOssCom S IT reless Commurnt.atim)s Infras!v.:fury Exec=,'s pk gml PROPOSED VERIZON WIRELESS 24"0 CONCRETE PIER (TYP OF 6) (SEE DETAIL 4, SHEET Z-14) \ Z3 PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED T-0" ABOVE PROPOSED CANOPY PROPOSED VERIZON WIRELESS (TYP OF 4) (SEE DETAIL S, SHEET Z-15) \\ STEEL CANOPY (ABOVE) ,-� �•�� ,,�`/ PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP O/ PROTECT YOURSELF OF 2 PER SECTOR, 6 TOTAL) (SEE DETAIL 2 SHEET Z-14) & ® Exp^�^oRsJ°ES°ENERS B T E EAPERS°, PROPOSED VERIZON WIRELESS WORK LIGHT PSURFA'CE ANYW°'ERE IN ANY STATE'S DIPLEXER (TYP OF 3 PER SECTOR, 09 TOTAL) (SEE DETAIL 6, � (TYP OF 2) (SEE DETAIL 8, SHEET Z-12) SHEET Z-15 FOR MOUNTINGSEE DETAIL 2, SHEET Z-15 Know what's below. ( ) /i ` O \ i Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMRFRS VISIT: WWW CALL811.COM PROPOSED VERIZON CABINET— PROPOSED VERIZON WIRELESS SCALE: DRA'A-N BY. CHECKED BY: WIRELESS BATTERY CA EQUIPMENT CABINET AS SHOWN WAS JKM (SEE DETAIL I, SHEET Z-15) (SEE DETAIL I, SHEET Z-IS) -J ---- ---- _. ---- ---- __0 \ 0 12/23/21 ISSUED FOR FILING WPK JWS 1=---- - - - — E 10/15/21 REVISED PER COMMENTS- Q 06 PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA o MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE 4. (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) { (SEE ANTENNA SCHEDULE ON THIS SHEET) ` (SEE ANTENNA SCHEDULE ON THIS SHEET) �0�3 PROPOSED CONCEALMENT POLE ANTENNA "'�'o�'i PROPOSED CONCEALMENT POLE ANTENNA PROPOSED DIPLEXER (TYP OF 4 PER SECTOR, ntp MOUNT (COMMSCOPE PART NO. MTC37319) -9MOUNT (COMMSCOPE PART NO. MTC37319) 12 TOTAL) (SEE DETAIL 6 SHEET Z-15) F (TYP OF 2 PER SECTOR, 4 TOTAL) � (TYP OF 2 PER SECTOR, 4 TOTAL) U 3G A (SEE DETAIL 5, SHEET Z-15) 3\OO (SEE DETAIL 5, SHEET Z-15) "° r=51 = 1 N `� A. PROPOSED 40" DIA. PROPOSED 40" DIA. PROPOSED 40" DIA. MULTI-SECTION-MULTI-SIDED MULTI-SECTION-MULTI-SIDED �CG� MULTI-SECTION-MULTI-SIDED-� S�G�O� RADOME CONCEALMENT POLE "�; RADOME CONCEALMENT POLE ,�,PS � RADOME CONCEALMENT POLE �. /" �P �/ FLITTMN, � P\S LP ° �� / P�'e o O. 1.ireles5 C��nnJn;c�ti��.In r st u,ktsr?Expr's b� / C I Al C2 Q ,o PROPOSED 6"QS PROPOSED 6"QS _ .. MAIN PAPE MAST = MAIN PIPE MAST A2 SOUTHOLD B1 B2 G, F:n(5)R PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA -- -- PROTECT YouRSELF e ALL STATES REQUIRE NOTIFICATION OF MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE ® EXCAVATORS, DESIGNERS, OR ANY H � PREPARING TO DISTURB THE EARTRTH'S'S PROPOSED 60 MAIN PIPE MAST SURFACE ANYWHERE IN ANY STATE (1YP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) Knowwnaesbelow. (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA VISIT: WWW.CALL81I.COM �-� MOUNTED WITHIN CONCEALMENT POLE �-� MOUNTED WITHIN CONCEALMENT POLE ��ALE. DRAWN Br HES LD B,. Gj J'<� (TYP OF 2 PER SECTOR, 6 TOTAL) �G'<jJ'<� (TYP OF 2 PER SECTOR, 6 TOTAL) AS SHOWN WAS JKM (SEE ANTENNA SCHEDULE ON THIS SHEET) �, /��` (SEE ANTENNA SCHEDULE ON THIS SHEET) Q' 0 o ---- ---- -- ---- ---- / 0 12/23/21 ISSUED FOR FILING WPK JWS E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS B 04/29/21 REVISED PER COMMENTS WAS JWS A 04/06/21 ISSUED FOR REVIEW WAS JWS REV DATE DESCRIPTION DRAWN CHECKED BY BY 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 147'-6" A.G.L. GRA(INFEEETALE N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 142'-8" A.G.L. GRAPHIC SCALE N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS GRAPHIC SCALE N.T.S. (IN FEET) ,y". NIL 'Weer No 0953 D `> JEREMY r MIKE N NEW YORK� ENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 T SCHED T IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIOIJAL PROPOSED ANTENNA AND RRH CONFIGURATION ENGINEER, TO ALTER THIS DOCUMENT. ANTENNA RRH'S ON SITE INFORMATION : PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. EQUIPMENT SITE NO: ALBERTSON MARINE SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) PLATFORM STATUS 61405 MAIN ROAD J Al 1 CO MMSCO P E - N N H-65A-R2B NEW 55.6 11.9 7.1 35.1 4.6 60° 147'-6" RRH 4T4 B2/B66a NEW SOUTHOLD, NY 11971 Q A2 1 COMMSCOPE - N N H-65A-R2B NEW 55.6 11.9 7.1 35. 1 4.6 600 142'-8" RRH 4T4 65/1313 NEW SUFFOLK COUNTY H B1 1 COMMSCOPE - N N H-65A-R2B NEW 55.6 11.9 7.1 35. 1 4.6 2200 147'-6" RRH 4T4 B2/B66a NEW SITE TYPE: I B2 1 COMMSCOPE - N N H-65A-R2B NEW 55.6 11.9 7.1 35.1 4.6 2200 142'-8" RRH 4T4 B5/B13 NEW 150'-0" CONCEALMENT POLE Q C1 1 COMMSCOPE - N N H-65A-R2B NEW 55.6 11.9 7.1 35. 1 4.6 3300 147'-6" RRH 4T4 B2/B66a NEW V C2 1 COMMSCOPE - NN H-65A-R2B NEW 55.6 11.9 7.1 35. 1 4.6 3300 142'-8" RRH 4T4 B5/B13 NEW COPYRIGHT©2021HTS ENGINEERINGP.C.,LLC ALL 6THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORD: WAS CONTRACTED OR TO WHOM ITIS CERTIFIED, THIS O DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH z ENGINEERING P.G., LLC. D N w SHEE I TITLE: z Q ANTENNA PLANS & ANTENNA SCHEDULE z 0 z SHEET NUMBER: -10 Q 4'-0" Q � TOP OF PROPOSED FIRE I PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNAS aa'' ' z.-. ANTENNA MOUNTED AT TOP OF CONCEALMENT POLE (TYP OF 1) (SEE SHEET Z-16) O r N PROPOSED 5'-0" N _ TALL PIPE MOUNT (TYP OF 2) PROPOSED FIRE DISTRICT EQUIPMENT (SEE SHEET Z-16) v r%,! L=' IlQF_1-: "� 1I`,4� ,C' TOP OF PROPOSED TOP DIAMETER OF RADOME CONCEALMENT POLE MULTI-SECTION MULTI-SIDED— EL — 150-011 ± A.G.L. J CONCEALMENT POLE = 40" Ifs nl .ELITff_ TC��TRS LP sVlaeiess Cornu umcatlaos fl*rastl.rilre Experts PROPOSED VERIZON WIRELESS ANTENNA I I l PROPOSED ANTENNA MOUNTED WITHIN CONCEALMENT POLE 11 CENTERLINE — 146'-10" ± A.G.L.—Q,JI (TYP OF 2 PER SECTOR, 6 TOTAL) (SEE DETAIL 1, SHEET Z-14) I t 1 71 PROPOSED DIPLEXER (4 PER SECTOR, 12 TOTAL) I _ PROPOSED ANTENNA ' (SEE DETAIL 5, SHEET Z-15) CENTERLINE = 141 -2" ± A.G.L. JSOUTHOLD BOTTOM OF ANTENNA SECTION EL = 138'-0" ± A.G.L. pol III; I' I II IIII, III I II II FUTURE ANTENNA III III CENTERLINE = 132'-0" ± A.G.L. ; III I I II �I,I III I' LI BOTTOM OF ANTENNA SECTION EL ' 126'-0" ± A.G.L. I �- PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF a EXCAVATORS, DESIGNERS, OR ANY PERSON cj� 1 PREPARING TO DISTURB THE EARTH'S W SURFACE ANYWHERE IN ANT STATE Know whaesbelow. Z Cal I before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS o U Z FUTURE ANTENNA VISIT: WWW CALL811.COM n O CENTERLINE = 120'-0" ± A.G.L. SCALL: JRAWfJ BY. CHECKED B'r I III II OU AS SHOWN WASCL LU JKM I P J Ii 0 LI u' a ---- ---- -- ---- ---- TTOM OF ANTENNA SECTION EL = 114'-0" ± A.G.L. -� ---- ---- ---- ---- ---- BO0 12/23/21 ISSUED FOR FILING WPK1 WS n E 10/15/21 REVISED PER COMMENTS G B 1WSI 1 D 05/12/21 REVISED PER COMMENTS WAS 1W$ III C 05/03/21 REVISED PER COMMENTS WAS 1WS 1 I II FUTURE ANTENNA B 04/29/21 REVISED PER COMMENTS WAS JWs CENTERLINE = 108'-0" ± A.G.L. A 04/06/21 ISSUED FOR REVIEW WAS )ws III II REV DATE DESCRIPTION DRAWN CHEBCKED lu _ I_I PROPOSED FIRE DISTRICT CABLES ROUTED BOTTOM OF ANTENNA SECTION � WITHIN CONCEALMENT POLE TO FIRE 102'-0" ± A.G.L. `M DISTRICT ANTENNAS TYP OF 1 ! III c�/fc�� FUTURE ANTENNA it I _ I', l CENTERLINE = 96'-0" ± A.G.L. J ' tk III �`��' Np• 0953 ..,``` 1 FESS r r U I U �JE-REEM, K McKEON BOTTOM OF ANTENNA SECTION NEW YOR�G�LICENSED PROFESSIONAL - EL = 90'-0" ± A.G.L. PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON ENGINEER-LICENSE NUMBER:095374-1 PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) IT IS A VIOLATION OF LAVJ FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION III I OF THE RESPOPISIBLE LICENSED PROFESSIONAL FUTURE ANTENNA ENGINEER, TO ALTER THIS DOCUMENT, BASE DIAMETER OF RADOME I I CENTERLINE = 84'-0" ± A.G.L. J MULTI-SECTION MULTI-SIDED SITE INFORMATION : CONCEALMENT POLE = 40" PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP OF 2 PER SECTOR, 6 TOTAL) I J (SEE DETAIL 2, SHEET Z-14) & DIPLEXER Cli OF 3 PER SECTOR, 9 TOTAL) SITE NO: ALBERTSON MARINE U - U (SEE DETAIL 6, SHEET Z-15) FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) TOP OF BASE POLE �-DBOTTOM OF ANTENNA SECTION E-I = 78'-0" ± A.G.L. EL = 78'-0" ± A.G.L. PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0" x 6'-0" 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE CONCRETE EQUIPMENT PAD (SEE SHEET Z-16) SOUTHOLD, NY 11971 BRIDGE (SEE DETAIL 4, SHEET Z-14) PROPOSED 12'-0" WIDE ACCESS GATE (TYP OF 2 x 6'-0") (BY ELITE) (SEE DETAIL I, SHEET Z-13) SUFFOLK COUNTY PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET (BY ELITE) SITE TYPE: TOP OF VERIZON WIRELESS GPS UNIT STEEL CANOPY (ABOVE) - _ + I PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) 150'-0" CONCEALMENT POLE EL 13 6 _ A.G.L. PROPOSED VERIZON WIRELESS GPS TOP OF VERIZON WIRELESS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED PROPOSED MESA CABINET (BY ELITE) 'III EL — 11'-6" ± A.G.L. CANOPY (SEE DETAIL 3, SHEET Z-15) _ _ COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL TOP OF VERIZON WIRELESS CABINET RIGHTS RESERVED - - THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS EL = 9'-8" ± A.G.L. AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS PROPOSED VERIZON WIRELESS EQUIPMENT CABINET & TOP OF FIRE DISTRICT EQUIPMENT CABINET DISDTR BUIN D OR NOTED UPON COPIED, REUSED, OTIHERc URPOSE > BATTERY CABINET (BEYOND) (SEE DETAIL I, SHEET Z-15) ------- _ WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH EL = 6'—10" ± A.G.L. ENGINEERING P.C., LLC. o PROPOSED 6'-0" HIGH BLACK CHAIN LINK FENCE O TOP OF CHAIN LINK FENCE LJ SHEET TITLE: (BY ELITE) (SEE DETAIL 1, SHEET-111 3) O O EL = 6'-0" ± A.G.L. IJ Q IT7k TOP OF PROPOSED VERIZON WIRELESS STEEL PLATFORM ELEVATION o — - --_ EL = 3'-0" ± A.G.L. SHEET NUMBER: r� m I SOUTH EAST ELEVATION GRAPHIC SCALE 5 + 3 Z I 0 5 5 1 SCALE:3/16" = 1'-0"FOR 22"x34"DRAWINGS Z-11 - — FEET) SCALE:3/32"= 1'-0"FOR 11"x17"DRAWINGS Q Q 2'-011± EXISTING GRADE \ FINISHED GRADE- MATCH SLOPE THICKNESS FINISHED GRADE- MATCH SLOPE THICKNESS f AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS — r o OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER —III=� 1 (i — 2'-4"* 2'-4"* WARNING TAPE WARNING TAPE V g - � - WARNING TAPE ± [7 ,'v 1 N C,' - TRENCH - - X o - - .� -J COMPACT F 9 % OR Io _ \ c*, 0- \\\\—UNDISTURBED AS PER UTILITY COMPANY Z SOIL ;o Z UNDISTURBED SOIL __ - _ — — REQUIREMENTS ELITF �C C31 .i - s Corntancati7�s Irfrastnrure Expr•?s .o CLEAN FILL (COMPACTED CLEAN FILL (COMPACTED — \ o � o - Au IN 12" CONTROLLED LIFTS) IN 12" CONTROLLED LIFTS) X \\' o � � 6" 6UNDISTURBED SOIL MIN MIN �° MIN MIN I _ I 1 I T C \ \ :.{ J I CLEAN SAND ! I , >\ _ CLEAN SAND ` (1) 2 PVC ELECTRIC CONDUIT - \ % CLEAN SAND SUITABLE 4"0 SCH 40 TELCO CONDUIT I -0 \ FOR CONDUIT BEDDING � (2) 4" PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) - \—(I) 2" PVC TELCO CONDUIT ' MIN I NOTE: NOTE: (2) 4" PVC TELCO CONDUIT 2"0 SCH 40 PVC ELECTRIC CONDUIT � NOTE: 160,� I. MINIMUM SEPARATION PER TELCO AND 1. 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. n PROTECT YOURSELF 2. IF NOT, PROVIDE CLEAN, COMPATIBLE MATERIAL. COMPACT IN 8 LIFTS. REMOVE ANY LARGE ALL STATES REQUIRE NOTIFICATION °F ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G ° ® EXCAVA RING TO DI ERS, °R ANY PERS°" 1 DEMARC TO SHELTER TRENCHING DETAIL GR(INFEE ) N.T.S. 2 SOURCE TO DEMA.RC TRENCHING DETAIL GRAPHIC(,NFEECALE N.T.S. PREPARING T° DISTURB RB THE EARTHS SURFACE ANYW'r ERE IN ANY S1AT- QNFEET) — QNFEET) UTILITIES PRIOR TO DIGGING. Know what's below. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G Call before you dig. MATCH EXISTING TRENCHING. FOR STATE SPECIFIC DIRECT PHONE NUMBERS RIGID STEEL VISIT: WWW.CALL811.COM EXISTING MATERIAL & GRADE RIGID STEEL CONDUIT CONDUIT PLUG SCALE DRAWN Br: CHECI ED Br: GRADE EXPANSION COUPLING \ 3 JOINT SERVICE TRENCH DETAIL GRAPHIC SCALE N.T.S. AS SHOWN WAS JKM (IN FEET) III-1 �I I I ! II I-1 -1 ---- ---- ---- ---- _--_ CLEAN BANK RUN GRAVEL. :o GRADE ---- ---- ---- ---- ---- BACKFILL WITH NO STONES 3/4" GRAVEL STONE 11 0 12/23/21 ISSUED FOR FILING WPK JWS GREATER THAN 6". COMPACT I— TO 95% MODIFIED PROCTOR. ij\//:\/%\j i\\/j: j \%j\/j\/\ %�\\i; j - Z 3/4 CRUSHED STONE E 10/15/21 REVISED PER COMMENTS GJB Jws \ cV ASTM C33, SIZE NO. 57 D 05/12/21 REVISED PER COMMENTS WAS JWS _YELLOW WARNING TAPE �I I III MARKED "CAUTION - GAS MAIN" 6" WIDE UTILITY WARNING TAPE ��ll \1J C 05/03/21 REVISED PER COMMENTS was JWS //--6" \0 O v � � B 04/29/21 REVISED PER COMMENTS WAS JWS 00000 11 00000000OCI000000000 A 04/06/21 ISSUED FOR REVIEW WAS JWS TRACER WIRE (SEE NOTE #3) �r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o REV DATE DESCRIPTION DRAWN CHECKED BY BY - I —III III III III I I = MINIMUM 1.5�� -- — = 21-011 = I.D. PE PIPE .--- ` NOTE: RIGID STEEL CONDUIT \ uip... I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. RIGID STEEL TO PVC ADAPTER----// PVC PIPE COMPACTED SUBGRADE � 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTE: 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO WEED BARRIER "TYPER" " 'tl 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 ��s 0. 095 OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE Fo . 09 P� CONDUIT TO SERVICE PANEL. PROFEss � LL 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 6 GRAVEL COMPOUND DETAIL GRAPHIC SCALE � 4. SPLICE BE=TWEEN STEEL GAS PIPE & PE PIPE TO BE THREADED. _ (IN FEET) N.T.S. JERE,M McKEON GRALICENSED PROFESIONAL PHIC SCALE GRAPHIC SCALE NOTE: NG NEER RK LICENSE NUMBERS 0955374-1 4 GAS rIRENCHING DETAIL (IN FEET) N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STUB-UP (IN FEET) N.T.S. I. PROVIDE 3" LAYER OF MULCH AS SPECIFIED EMERALD GREEN ARBORVITAE IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 „ UNLESS THEY ARE ACTING UNDER THE DIRECTION OVER ENTIRE WATERING SAUCER AT ALL of THE RESPONSIBLE LICENSED PROFESSIONAL !� TREE PITS OR OVER ENTIRE TREE BED. / 6'-0" IN HEIGHT MIN. ENGINEER, To ALTER THIS DOCUMENT. IA2. PREPARED BACKFILL MIXTURE: I PART PEAT, CONCRETE CAP PART HUMUS, I PART PARENT SOIL. SITE INT0RMATIOkJ : � !I BACKFILL SHALL BE THOROUGHLY MIXED. II 2 STRANDS NO. 12 GA. GALV. 6"0 SCHEDULE 40 CARBON WATER IN 12: LIFTS DURING PLANTING. II ANNEALED STEEL WIRE - TWISTED SITE NO: ALBERTSON MARINE STEEL PIPE WITH YELLOW II IN NEW RUBBER HOSE SLEEVE FILLED WITH CONCRETE w w 2 STRANDS DOUBLE 61405 MAIN ROAD \,__PROPOSED TIMED LIGHT (RB P/N STL360H) H I > WRAPPED AND TWISTED (TYP OF I PER ICE CANOPY POST, TOTAL OF 4) 0c I SOUTHOLD, NY 11971 M o z I SUFFOLK COUNTY GRADE, PAVEMENT OR Q � I CIRCLED WATERPROOF TREE WRAPPING FINISHED GRADE PAPER 4" WIDE, 50% OVER LAP. TIED WITH Z I STOUT HEMPCORD AT TOP OF BALL AND SITE TYPE: CUT & REMOVE BINDING FROM I AT HEIGHT OF SECOND BRANCHES 150'-0" CONCEALMENT POLE - -- — 3"Ox10'-0" LONG SCH. 40 PIPE TRUNK AND AS MUCH FROM BALL 'l� PITCH AWAY FROM TREE TRUNK AS POSSIBLE. CUT AND REMOVE \ UPPER 1/3 OF BURLAP FROM BALL v) FINISHED GRADE COPYRIGHT®2021,AZIMUTH ENGINEERING P.C.,LLC ALL a '0z Q M _ THISRIGHTS RESERVED DRAWING AND ALL THE INFORMATION COIITAINED HEREIN IS CONCRETE FOOTING (4,000 PSI) M _I I r\ — AUTHORIZED FOP USE ONLY BY TF,E PART)' FOR WHOM THE m WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS CD DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, GFCI DUPLEX OUTLET WITH NEMA DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > p - TOPSOIL MIX BACKFILL WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUT, W 3R OUTLET COVER (TYP OF 2) zo - ENGINEERING P.C., LLC. o NOTE: —III 11- " I�jTREE BALL Lj SHEEI TITLE: I'-0" I. MOUNT TIMED LIGHT & OUT PER VARIES STAMPED TOP SOIL CONSTRUCTION DETAILS , 1 \ MIN MANUFACTURERS RECOMMENDATIONS I 11 I �� I'-0" "1'-0MIX CUSHION 6 Z 0 SHEET NUMBER: CD GR(INFEET) g 'TIMED LIGHT & OUTLET DETAIL GRAPHICFEET) LE 9 'TREE PLANTING DETAILS GRAPHIC SCALE Z-12 7 BOLLARD DETAIL N.T.S. _ (INFEET, N.T.S. — (IN FEET) N.T.S. Q f ,. ... di 0 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV. LOCKABLE, R TURNBUCKLE AT GATE ONLY DOUBLE GATE LATCH N VARIES 12'-0" GATE OPENING 10'-0" MAX VERIFY WITH SITE PLAN TYPICAL CHAIN LINK FENCE NOTES /-1 1/4 GATE FRAME t I. GATE POST, CORNER, TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE 1.-"-J C' I�'`° F r R 1 r14 U-3 F`r \� %� WIDTHS UP THROUGH 4 FEET PER ASTM-F1083. 1 1/4" TOP RAIL 11 X1k 2 1/2 CORNER POST 2. LINE POST: 2 Q� SCHEDULE 40 PIPE PER ASTM-F1083. �-2"x2" - 9GA. FENCE FABRIC ��., / � >�� '�-=-- 5/g Q} / 3. GATE FRAME: I 1/2'0 SCHEDULE 40 PER ASTM-F 1083. \\\ i'r lre!ess Corr rr or z.atia=ls 11.1-astru�tore Expels LATCH ROD 3/16" x 3/4" STRETCHER BAR C) / 2 I/2" GATE POST AT CORNER AND GATE POSTS 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PER ASTM-F1083 2 INTERMEDIATE POST t\ ' S. FABRIC" 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 „ u � NO GAP BETWEEN FINISH I/2 CROWN FOR DRAINAGE GRADE AND FENCE FABRIC 6. TIE WIRE: MINIMUM I I-GAUGE GALV. STEEL AT POSTS AND RAILS A SINGLE WRAP I''0" 2:1 SLOPE MAX ,� !" OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTHOLD MIN / 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS (BLACK) `' xA %0 Z SWING GATE (TYP OF 2) p I. _ —I I.I III=1 I .= =_ %0 - 7. TENSION WIRE: 7-GAUGE GALV, STEEL. STONE OVER -I -I 1-III 3:I SLOPE MAX 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE GEOTEXTILE FABRIC 1'-0" O TIRE AT END OF W =1 1= FOR ALL SITES IN A GIVEN MTA. 1 Q M „Qy x 18„ LU LU p LL 11=, #7 GA. TENSION WIRE, 9. HEIGHT = 6FT VERTICAL. 6 DEEP CONCRETE O 1= FOOTING WITH 1 1/4" PIPE � C7 CONTINUOUS ' l0. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6" LONG c D O ° Pl 11 LINK FENCING. r Q N 10"0 CONCRETE 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP, 2 PL � ? 100 � PROTECT YOURSELF FOOTING IN SOIL FOR SEE GROUNDING SPECIFICATIONS - " p ® ALL STATES PEOUIRE NOTIFICATION OF ® CXCAVATOPS, DESIGNERS, OR ANY PERSON FOR GATE AND CORNER POSTS ( Z FREPARING TO DISTURB TIE EARTH'S INTERMEDIATE POSTS Q SURFACE ANYWHERE IN ANY STATE Know what's below. 0111 before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81I.COM SCALE: DRAWN BY: CHECI-,ED BY: AS SHOWN WAS JKM ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 GRAPHIC SCALE N.T.S. 0 12/23/21 ISSUED FOR FILING WPK JWS FENCE & ACCESS GATE DETAIL (IN FEET) E 10/15/21 REVISED PER COMMENTS GJB JWS D 05/12/21 REVISED PER COMMENTS WAS JWS UNISTRUT PIPE CONDUIT CLAMP PI 119 C 05/03/21 REVISED PER COMMENTS WAS JWS / OR P2558-35 (GALV.) (TYPICAL) FOLLOW B 04/29/21 REVISED PER COMMENTS WAS JWS MANUFACTURERS RECOMMENDATIONS A 04/06/21 ISSUED FOR REVIEW WAS JWS EV DATE DESCRIPTION DRAWN CHECKED R FOR BOLT TOR CONCRETE PAD W/3/4" CHAMFER BY BY 3 1/2" O.D. POST 4" _ #3 @ 12" O.C. EACH WAY \ (TYP) FINISHED GRADE 2" - - °� �; ;• r�l�,�7�� 3"0RGS CONDUIT - - °, A ° Q - ° -°` �- , QwX'�. ;1 " (GALV. (TYP) _ _ - 1 11 -I- - - - - tX 4-0 0. - __ _ __ - DTII =1 =1 I=III—III III` III—I'=1 11—I I-111-1 4 1 1 METER BANK MA PROPOSED WATERTIGHT METER 6 COMPACTED CRUSHED �2F �0 0 HEAVY DUTY METER NAME PLATE STONE OR GRAVEL G_ 9 SOCKET COVER �� (�.YP) PIPE CAP (TYP) CONCRETE _ UNDISTURBED OR COMPACTED SOIL JEREMY K�'KEONc NEW YORK LICENSED PROFESSIONAL ° N2 - EQUIPMENT PAD ENGINEER-LICENSE NUMBER:095374-1 :: p Q CONCRETE PAD I T IS A VIOLATION OF LAW FOR ANY PERSON, LU w O N 1 N3 A B t (THICKNESS) UNLESS THEY ARE ACTING U1,DER THE DIRECTION i— OF THE RESPOISIBLE LICENSED PROFESSIONAL p Q LL _jM MAIN 0 FRONT VIEW SIDE VIEW MESA CABINET 4' 3' 6" ENGINEER, TO ALTER THIS DOCUMENT. _W O O TERMINAL 85.37 FIRE DISTRICT CABINET 4' 6' 6" LUGS O -- N3 SECTION N3 UNISTRUT P5000 (GALV.) S I T E INFORMATION : -- 30.94" A I, O SITE NO: ALBERTSON MARINE 1 0 N3 61405 MAIN ROAD _Icq SOUTHOLD, NY 11971 /��j� �� al I E \j\\ / N \ 0° j ::::��#3 @ 12" O.C. EACH WAY SUFFOLK COUNTY �=7 SITE TYPE: Lri P °l I P °I 150'-0" CONCEALMENT POLE M I �° II ° I I°° 11 ° I l °Ileal °11`.1 - _ � I 1 1I I o CONCRETE PAD COPYRIGHT 0 2021 AZIM ENGINEERING � N (CAST-IN-PLACE LrTHP.C.,LLCALL _ OR PRECAST) THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS I a AUTHORIZED FOR U ORIGHTS RESERVED FOR WHOM THE — T �1 NOTE: WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, I. USE GALVANIZED HILTI EXPANSION ANCHORS OR APPROVED DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE 12"0 PLAIN CONCRETE PIER EQUAL, FOR EQUIPMENT ANCHORAGE. wlrHouT THE EXPRESS WRITTEN PNccoNCENr of AZIMUTH o (4,000 PSI CONCRETE) MESA PER-INSTALLED w NOTE: DISTRIBUTION PANEL PLAN VIEW 2. FOR SIZE AND LOCATION OF ANCHORS AND OTHER SHEET TITLE: _z REQUIREMENTS,SEE EQUIPMENT VENDOR DRAWINGS. < I. MOUNT METER BANK AND MAIN LUGS SECTION PER ii MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI CONSTRUCTION DETAILS, 2 0 cn SHEET NUMBER: m 2 MULTI POWER METER BANK MOUNTING DETAIL GR(INFEEETALE N.T.S. 3 MESA CABINET DETAIL GRAPHIC SCALE N.T.S. 4 CONCRETE EQUIPMENT PAD DETAIL GRAPHIC SCALE N.T.S. Z-13 Q Q 0 11.9" 7.1" Cil r O I F 12.1" 12.1" 0 Cil I O O O O O O O O t [ 4 co NOKIA NOKIA I ")0-1 1 _1- Ia.l .C. 6 0 L I EL1`T'F TON\.,E S LP 1Nue!ess Comrl„lmc.atis {n*ast+ut[ure Exfr•ts I I � I I I _ r4 N Nvi Ln SOUTHOLD I r I O 0 0 O O O O O O O O PROTECT YOURSELF ® ALL STATES REQUIRE NQTIFICATION OF BPREPARING T° DISTURB AHFIC REMOTE RADIO HEAD B5/B13 AHBCC REMOTE RADIO HEAD EXCAVAT0R5, DESIDISTURNERS, OR ANY PERSON 1 B THE EARTH'S SUIFACE ANYWHERE IN ANY STATE MANUFACTURER: NOKIA MANUFACTURER: ALCATEL-LUCENT Know whaesbelow. Call before you dig. NOTES: POWER SUPPLY: -48VDC POWER SUPPLY: -48VDC FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM DIMENSIONS: 22.0"Hx 12.1"Wx7.I"D DIMENSIONS: 22.0"Hx 12.1"Wx7.54"D I. DIMENSIONS SUBJECT TO CHANGE SCALE: DRAWN BY: CJEChED BY: BASED UPON AVAILABILITY AT WEIGHT: <80.0 LBS (WITHOUT WEIGHT: <84.0 LBS (WITHOUT AS SHOWN WAS JKM TIME OF CONSTRUCTION MOUNTING BRACKET MOUNTING BRACKET WEIGHT- 35.1 LBS 0 1 12/23/21 ISSUED FOR FILING WPK JWS ANTENNA FACE AREA=4.6 SQ. FT. E 10/15/21 REVISED PER COMMENTS GJB JWS COMMSCOPE- NHH-65A-R2B D 05/12/21 REVISED PER COMMENTS WAS JWS ANTENNA DETAIL C 05/03/21 REVISED PER COMMENTS WAS JWS B 04/29/21 REVISED PER COMMENTS WAS JWS A 04/06/21 ISSUED FOR REVIEW WAS JWS GRAPHIC SCALE GRAPHIC SCALE REV DATE DESCRIPTION BY BY DRAWN CHECKED 1 FEET) N.T.S. 2 RRH DETAILS (IN FEET) N.T.S. ANTENNA DETAILS GN POST CAP (TYP) �y — -- – - O LU Q HEAVY DUTY , _L Z GRIP-STRUT J W 2'-0" WIDE </cF� o. U w LU FESS` CL 0W \`—WAVEGUIDE � I— _ �EREMV/sMcKEON pNEW YORKED PROFESSIONAL ZD LU Z CROWN EACH ENGINEER- LICENSE NUMBER:095374-1 FOOTING 2" A.F.G. IT IS A VIOLATION OF LAW FOR AiJY PERSON, Q UNLESS THE' ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL LL FINISHED GRADE_ 0 cp 0 00 ENGINEER, To ALTS THIS DOCUMENT. p0 0 0 000 0 0 0 O O 00 0 0 I 0 on 0 00 O0 000 �o 00 00 SITE INFORMATION : —III —I COMPACTED SITE NO: ALBERTSON MARINE {III ( �—SUBGRADE 61405 MAIN ROAD FOOTING 4,000 PSI SOUTHOLD, NY 11971 SUFFOLK COUNTY NOTES: 1. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINEtt SITE TYPE: BRIDGE KIT (PART NO. I B24D-216T3) OR APPROVED EQUAL. 150t.0 CONCEALMENT POLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED BRIDGE COMPONENTS. THIS DRAWING Arlo ALL ]HE INFORMATIO'J CONTAINED HEREIN IS 4. SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, WORK°WASDCONNRRACTED OR ©o THE OM IT IS FOR WHOM THUS STIFFENERS, AND OTHERS MISCELLANEOUS HARDWARE SHALL BE DISTRIBUTEDDRAWING IMOR NOT EUPON IFORRAr YE OTHER°P°URPOSE w PROVIDED BY THE CONTRACTOR AS REQUIRED. WITHOUT THEE ENGINEERING TP,C., LcE{T of AZIMUTH 0 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NI Lv BENDING RADIUS OF THE COAXIAL CABLE. SHEET TITLE: E 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS EQUIPMENT DETAILS , 1 z 0 SHEET NUMBER: m 3 NOT USED 4 CABLE BRIDGE DETAIL GRAP�HIFEEETALE N.T.S. 5 NOT USED Z-14 Q NOTES: o 9 LIFTER EARS 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. '` 02. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. ; 34.1" 23.8" 32.0" 37.8" 3. JUMPERS & CABLES NOT SHOWN FOR CLARITY o 4. RRH'S SHALL BE SPACED A MIN. OF 4" APART ON PROPOSED H-FRAME > o 0 r� - N O° GPS ANTENNA ME- _ 000 (PROVIDED BY VERIZON WIRELESS O ---,- INSTALLED BY CONTRACTOR) r, E-NJ C-3I 1 .a �T. I r -� I t 00 PROPOSED RRH'S II -- - - CABLE ENTRY (TYP OF 2 PER SECTOR, 6 TOTAL) �� c = � 1 1/2" O.D. x T-0" MAX GALV. z _ (TYP) /-STEEL MOUNTING PIPE ELITE � ONVERS LP t"�,e!rs o�n ur::.at+�Ts Ir'rastructUre ExPe?s (J PROPOSED C) O - _ CABLE ENTRY HANDRAIL POST PROVIDE APPLICABLE c4 --- O N / PIPE TO PIPE CLAMP�� 00 I. G� O 1/2"0 GALV. U-BOLT COAX GROUND KIT O �•u (TYP OF 6) O REVERSIBLE CABLE BRIDGE POST/PIPE MAST L jam\ / O \ MOUNTING - - - - (�° %� ..� . .v , ..w KITS -%"�/ � � ' I COAX CABLE (AS REQUIRED BY .� ,. -ANTENNA MANUFACTURER) _ O O� OO PROPOSED UNISTRUT ,M' �� 6 AWG GROUND WIRE TO 0 END CAPc G� ! �- O c id CADWELD ON POST OR LUG ON G ROUND BAR 31.7 45.5 34.6" §R In / 1 PROPOSED P I OOOT UNISTRUT (TYP) CUT TO NOTES: DC-AIR/DAC ( ) _ LENGTH IN FIELD , e`\ � NOTES: `�A ES0F024 ECx01 CABINET NET POWER EQUIPMENT I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND PROTECT YOURSELF ° `�� (i U v v ALL STATES REQUIRE NOTIFICATI°N OF HEIGHT: 72.0" HEIGHT: 72.0" CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF ® EXPREPAP.INGCAVATGRS• DESIGNERS, OR ANY PERSON �y ��}' i x TO DISTURB THE FART.H'S SURFACE ANYWHERE IN ANY STATE A HEMISPHERE AROUND THE GPS ANTENNA. WIDTH: 31.7" WIDTH: 32.0" Know whaesbelow. Call before you dig. DEPTH: 45.5" DEPTH: 34.6" ° 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPECIFIC DIRECT PHONE NUMBERS FROM A MINIMUM OF (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE VISIT: WWW.CALL811.COM WEIGHT: 578 LBS (RECTIFIERS & WEIGHT: APPROX. 690 LBS (RECTIFIERS FINAL LOCATION OF GPS ANTENNA EQUIPMENT EXCLUDED & EQUIPMENT EXCLUDED SCALE: URAwN HY: CHECKED BY: ) ) AS SHOWN WAS JKM ---- ---- ---- ---- ---- ---- ---- .... ---- ---- 0 12/23/21 ISSUED FOR FILING WPK JWS 1 EQUIPMENT CABINET DETAIL GRAPHIC(INFEET)SCALE N.T.S. 2 RRH MOUNTING DETAIL GRAPHIC(INFEET)SCALE N.T.S. GPS ANTENNA GRAUN FEETALE N.T.S. E 10/15/21 21 REVISED PER COMMENTS GJB JWS • D 05/12/21 REVISED PER COMMENTS WAS JWS NOTES: C 05/03/21 REVISED PER COMMENTS WAS JWS B 04/29/21 REVISED PER COMMENTS WAS JWS _-----,-----------__,-_----_ _---_�___.--_,---_------_-- -----------------------.---_.-. ---------,- - -_- - ._ .___.. ----_------- ___--- _-_. _---.- ---- --.._._-____-,_-_- --__- .-- ___-- -------___.--, 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS A 04/06/21 ISSUED FOR REVIEW WAS JWS 4 3 2 iosFiaERAL � R "= RECOMMENDATIONS AND VERIZON STANDARDS. REV DATE DESCRIPTION DRAWN CHECKED 1.1.ALL METERIC DIMENSIONS ARE IN BRACKET " DF:CRI-C.N onre BY BY 2.0 DESIGN NATE n_ euxwwa ecEast WIAure _ e+ aysrre iii 2.1 PIPE SIZE RANGE-4.7-6.0"00 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. 2.2 ANTENNA MODELS SHOWN-COMMSCOPE PART#SBJAHH-1 D65ML 3.0 MANUFACTURINGISPECIAL REQUIRMENTS 04.5"OD PROPOSED UNISTRUT 40TEST PIPE SHOWN FOR REFERENCE 5.0 PACKAGING (04.5'-06.0') 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. END CAP D �� /'~� I j I.5" 6.5" `'�Q 2 Ar A HIDDEN 1N DETAIL A _ 3 4 PROPOSED 1/2" HILTI HIT-HY o �'�sF, tio. 70 ANCHOR W/ 3.5" MIN. fl 00 O 0 y EMBEDMENT (TYP) �ERE c M K M KEO N 0 O J NEW YORK LICENSED PROFESSIONAL o FL LJF ENGINEER- LICENSE NUMBER:095374-1 C1 5 c APPLY TORQUE PROPOSED ELECTRICAL PANEL 1 15-23 FT-LBS 1)ETAILA !! _ IT IS A VIOLATION OF LAW FOR ANY PERSON, I SCALE 1:4 00 UNLESS THEY. ARE ACTING UNDER THE DIRECTION I MOUNT PER MANUFACTURERS ANTENNA SHOWN FOR OF THE RESPONSIBLE LICENSED PROFESSIONAL �n REFERENCE ; 0 ENGINEER, TO ALTER THIS DOCU%AENT. RECOMMENDATIONS) i R e o O SITE INEORMATIOl I SITE NO: ALBERTSON MARINE 0 O O O O O 1_ I ° 61405 MAIN ROAD B ; SOUTHOLD, NY 11971 ! - 0 0 :-- - v ? SUFFOLK COUNTY 4 ! COMMSCOPE, INC.OF NORTH CAROLINA SIDE VIEW FRONT VIEW SITE TYPE: iDLEFAhCES SAP MATERIAL MASTER 150'-0" CONCEALMENT POLE orLuE x: 0.25 Pr>LwcE aa: 0.08 MTC37C37319 I \ I PLACE act 0.12 AN 3LEs 3 2° i I FINISH NATCRI41. R ITEM PART NO. DESCRIPTION QTY, WEIGHT NOTE NO, GALVA123 A10111A1018GR36 DIPLEXER 1 MTC3731 DB WELOMENT,NON AZIMUTH ANT MOUNT A e.98 LBS i PROPOSED TELCO BOX 2 MTC373102 ANTENNA MOUNT BRACKET 6 1,05 LBS NArrE MTE nne COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL 3 GB-03125 3/8-x 1-1/4-GALV BOLT KIT 12 0.06 LBS cE NON STD AZIMUTH ANTENNA MOUNT MANUFACTURER: RFS RIGHTS RESERVED (MOUNT PER MANUFACTURERS A 4 GwF03 3/8"GALVFLAT WASHER 24 0.01 LBS Rw A r THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS DENS" 128 E:fA M z� gy< RV I AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE RECOMMENDATIONS) 5 GB 225 VWx2-114`GALVBOLT KIT a 0,09 LBS %193F III �� POWER SUPPLY: FD9R6004/1C-3L woRl< WAS CONTRACTED OR To WHOM IT Is CERTIFIED. THIS VOLUME 33141 �' E. NE VALE MXULFNTND DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 1 SUFFACEAWA h' i EN 008000031047 1:6 MTC37319 DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE W II {,{{}�} ; DIMENSIONS: 5.8"Hx6.5""Wx1.5"D WITHOUT THE Ex PRESS WRITTEN CONSENT OF AZIMUTH WE WORK AREA 24 OV...,._. .._.___L� _�-'J � vE��V STANs RE+nAS�QN VE.o510N saSG lt 5 RE•.. SHEET ENGINEERING P.C., LLC, PROPOSED PIOOOT a c r�rBc/mrns� e.n,� C r 10`2 I J 2.6 LBS w UNISTRUT (TYP) (CUT TO 4 3 :{- 2 -_ . --_ I SHEET TITLE: z LENGTH IN FIELD _ Q EQUIPMENT DETAILS- 2 z 0 SHEET NUMBER: 4 ELECTRIC / TELCO RACK DETAIL GR QNFEETALE N.T.S. 5 ANTENNA MOUNT DETAIL GRAPHIC SCALE - GRAPHIC N.T.S. FEET, N.T.S. 6 DIPLEXER DETAIL -15 L> Q O r '•,y{ .,. Single section Multiple Arrays f 777, Prt Descri tion Fr uen �.,,_.,.,��,. .....a._,..-..,...__'777.,� Pa I MOD:L PTP50650 LED INDICATORS P%vrsttts.Efhemet link an ad�ifyor ExtendedRange supply Omnis _.... g _ . RtSA"t05' Wile-birutnpPrarion4,9tnt,05CHr(Allmvibl1,frMljixpcRosandlb.mdsare 6aMedbyirxli.ik!LalCountry tocuirt,o•ts.The rno!tcom- NFTN10RK1•!A`dAGEMENT In-'aandanricxAaf-tartlmaaaDrmrnt(008!) CD BA4040-57 2 x 3dBd omnis with separate feeds 330.420MHz - mon::ands are li'ed trere0 S)STEM MANAGEMENT IPvS1Pv4 dual-slack management support \ BA4040-67 2 x 3dBd omnis with separate feeds 400-52OMHz 4 940-4 910 6H2(Fuhlic Safety) r r :deli arcess via omnia r using HIT;or HTTPSITLS r7 " ,:,15-5.25 GH1 N {' • Elliptical Z SNMP A,v2c ani v3,fr'8-lf and prpprietnry PTP M!8 S,25-5._sGH7 \ u a Carrb'urn Wrelm. Manager,VIM 4.0.rSP4 or h'gher EA4040-57 2 x 5dBd eliipticats with separate feeds 330.42OMHz � v 5470-5.725 GH2 C'I 5 < 0nitne sp rctrumt yzer jra rmp,trt an pagk awf d:raft c or nrtwoq nation) EA4040-67 2 x 5dEld ellipticals with separate feeds 400-5201I '-'.850�HZ 5.825-6 TQC GIIZ PTSTA.LUMON Bultt-lnaudio and grant lc3'zss';nt e for link opt lin on i „ Offset Sections CHA'lNFiSlTES SPECTRAL 1rJh ,lH:maximsm „_.. .,.. 5J0,15.20,30,4Qa d45MHrreh r > CONN CTION Disfiarxr hrty,°°ern outloor tient aunt pr€mxy nr iv c 1 Inn ue xkm:up to 333 f et{T00 mcders)usPrg po mr-over-Giry!t€k M OA2020.67 2 x SdBd offsets with separate feeds 400.520MHz Channel sizes denerd en individual country reg;dattors E hernrt:lorx er d>tan,es tm to 994 feet(300 meters)can ba achleved usfng fifer intrrtace t t C--- 't-------_.,._______._.,-,___________... ..,_,.-._..._..._,._...________._._•----._-__.___.. . ..........._ '< ..,,. ', _ -. i'"'+, i', ,:.. �-i a i 4t n f frit°�c`'a' ' t CL CHANNELSELECTION ByDynarr",cSpeclurrtOptimizaVonorrr nua!interveM`on; DtttENSIOrJ; htvnrtedCutdoc:runl.(ODU): ist-wt Dual section combination Dipole Arrays a1cirmticselection onstart-up asdcontinual sell opthnfzationtow'din+.ede=ence 4t';dth37t,y (T4.6"),HeiDtrd37tmm(146'),PLptn8fitm(32") n . - t 3 'Part numtaer Description � `Frequency ;r., MAXIMUM T4AHSMCT POy,=R= UP to 2T d['m at 875K,up to 23 d1Rtt ar 7;G 4AM <rn.`�'r`e e +x^1 ----- ---- --------- - --- --- Width 204mm(80'),Heitl3'8rrxr(12.5"),Denth9Ctmm(3.5") gOrnnis s SYSTEt4 GAiN' Integrated:Up to 164 d8 w'!h 20!1 Ir than iel and integrated 23 dC rns m ar'entra:taO!h odula'.ion rrcde channel size and spectrum c d r • WEIGHT b to ti<d OCJ 4.1 k {8,951bs)i xi xfing bran-kit r v ___ ___ - v__ -- _ CwnPrtnrrcd Vanes a h rrur,u>,'`I3n rrode and a^ilenra t''pe g'< satin' 0) BA4040-57L 2 x 3dBd omnis with separate feeds 330-420M1Hz _ .-_- _ _. (ennem'lzed ODU:3.1 kg 16,6Ihs)it Wing bracket T�t y ! T^ !4 ErN,iTY -9G dNn wItl S MHir channr': ! 1 1 t NV t BA80-57L 1 x6dBdomni 330.420MHz RECEPJERSC v T _ „ . ..-..., _....___._, .__....._. •. ..__,.,,. _ _. . ._ .",._ OM'RATN6U*M!'EHAIUPF. -40"to•u:•}`F{-40"tn�-fQ°C),inrAimsn'arr<i0of=)n } t �.S LI' BA404067L 2 x 3d8d omnis with separate feeds 400-520h9Hz MDDUTATIDN/ERROR COR"FCf10%, Fnl Pmonr,ve AdiapI Milluil,vticn fo,*rirr3 r3 mnrhrta tmi FFC wiling lmpls rarving frorn BPSK to (N,il pr.;oad MIMD <.- , kVl+eless Goran,Ir,Itah�tr Jrfrastnlrrure Exrp rs v the P DUs,4'.4TER INTRUSION PROTECT]^I IP66 and IP67 Dt PI EX SCHEME Tree Division Cup1eY(TDA) mrh(377 knh) ons BASO-67L 1 x Wed omni 400-52OMHz WINIS SPFFD SURVIVAL 20n Acr,tp}iwr-or Gxedi trarrmrTjmrrve dutydyrlrs Snli!hrry;rency oprratiun a"nwssen.uah^tans-Tait�tdrrceivr frc:Tuer>ries wT>flrc a";:weC EilipticalSectibymgr.'.atnn. POtrrERSUP^LY Tvraoptlons k EJ14040-57L 2x5dBd eliipticaiswith separate feeds 330-420MHz Op"ionalTDDsyn&rac1lz3tlonusingFTP-SYNC Madui>„ Atpo4v. hiadx.3?W104'F(0°to•4T0:35VV:90.2e7VAC,SW60Hz _. i __.4 -- ........ Dime'tsftns:V'Idih 5.2"(132trxr).HctnP?1.4"j3t:rnm,.Dent!:2.`j5!•rm) � EA80-57L 1 x 9dBd elliptical 330-420MHz I ANTENNA inrNgra`ed:Flat panel-23 df3i AC*� � , , A e a � � gam,, ~�`� Cormectorized:Can operate w".b a selearon of stpamtely-p+t�tTtased single arxi dee!polae:t1'anter+nas thromh 2 x N-type femme power,;?ctor:-4011:01401 F(-401 t9 46010:70 W„0-240 Va C,.O/501[z �+ a EA4040-67L 2 x 5dBd ellipticals with separate feeds 400.520PAHz Dip,;,nsicns:VY:Ith 9.75"(250 mr),Helaht 13'(40 rtxDepth n), 3"(80 min) ^rnr. 'craer':l earne.ors(,ncat reg;Jations sheu.d be ttrerkrd prior to purchase) STP r0 4 3 EA80-67L 1x 9dBdelliptical 400-520MHz RANGE Upta124m:rs(20Dkm) POWER CONS 10"J 30Wmaxlr+raftptolOWw!h8G2.3atde.7eeaneuxi!iarypart) e ' ,rr*h, ..4•e _ Offset Sections _ s .< • gT SECURITY II Co'rR>1`.,•ut1128/246-bItAESEnrr,'ptirn(apicna) i ► OA2020-67L 2 x 5dBd offsets with separate feeds 400.52OMHz HTIPS and%M00` PROIECTiON AND SArM UL6N9 0-11EC605.0.1 EW,09.D-1;CSA-(222 NO,60950-1;CB aWnavai for Gfohal SOUi -based user accounts OA40 67L 1 x 9d8d offset 400-520MHz IdinllV A RDIO 4 9 GHz:FCC Pa490Y,RSS Iit rn Catfirt:rat letktsrwnrd rules All 4 +w in User adnentiraticn and Rn01!IS saPpnn 5x GH:FCC N05,sub-pa i,.M nod 15F;FZSS 211 lcst;e 8; dlt Shown above are lower sections only which include a through harmss to connect your choice of upper section. , EN302502:EN30 893 Eire ComRag02,71R1,UK ApCroval toifi2007 rk Event laca9irg and maraa m.tt;optional logging via sys,cy Select your upper section from our range of standard UHF Arrays. Disasterretzwcvymdurfrern>4ltymann�emettt I,_.._.___ _.._.._._._..._._.. ........_....... . . ... ......_"__.... .._..- -_...-.__.. ,..-..______.__.___.__._. • m ,k C Europe-EN 301489-i and: 4 When ordering a dual section combination array you will need to order as follows: ri., tom- - rv�x ;w M - v.- •:a PROTDCO, :EFF 802 3 . « E 1. Specify your lower Section from the list above eg:BA80-67L PLUS ___. 2, Specify your single upper section from our range of standard UHF Arrays USER DATA THPOUGIIPUT Dynam.calfyvariableupto450 Mbics �p a Ma.:m nn conditions-2x2,45 MH;dta^]rel',256 OAM t Regulatory conch-ors for RF bands should be confirntr.Kf prior to s,stern purchase.All bands use the sante hardware. - Flekible spectral etfidency/ca?ac'ty lim sing ma fef: is individual bands and channel witfiths are avalfable pending local regulatory a(tnrnvals and rmlon code licenses. r•tr �' _._.. . .._.,..>..-. ._._.. ....., ...__........ , -., ,_r...... .... ......-,.....,., .:,., „_....,_.__p Arrays Lite Capart) Ur to 25 MbpWis Gain,maYir'1um transmit Oliver and effective radiated power ma vary based on re lator r domain and reg ion code license. 'FaEar and MlrtCaLt<xtyUpto250MCps G Y .rUG ) U Dmnis Description In Fr vend Fo'r Caxdty:tAt to,450 Props s Nrcb access visa HTTPS,>TLS is tvai?able on AES en.,bied radios. 13 Combination ion o toe p Omnis AJsoavt able with licersesl€mi !n tingmayumchap,iolbandwidth . 6X40.67 1x3d8domni 400-52OMHz MTR Y 1-3msanNiimttinnlatency 6X4040.67 2 x 3dBd omnis with separate feeds 400.52OMHz DnS Bdceues BXBO-67 1 x 6dEld omni 400-52OMHz PACKET CLASSIFICATION Laver 2 and Laver 31EEE 802.10,MPLS,Ethernet txlorlty Elliptical Sections PACKET PERFORM"-1,"E Line rate(>ESOK packets per secW.) EX40-67 1 x 5dEid elliptical 400.52OMHz TIMING tRAN POfiT SynchancusCthenet:lEEE1588v2 EX4_040-67 2 x 5dBd ellipticals with separate feeds 400-52OMHz ' PROTECT YOURSELF FRAME SUPPORT J,,rnbof'ameupto 4600 bytes ALL STATES PEOUIRE NOTIFICATION OF EXBO-67 t x 9d8d elliptical 400-520110 ExcavATors, oESI;NERs, OR ANY RERsora >1 Offset Sections FlEX16LEM 2xGipaMtEtherne'cDooerRods: PREPARING To HFREDiSTUIN THE STATE 1 ft} SURFACE ANYWHERE IN ANY STATE OX2020-67 2 x 5dBd offsets with separate feeds 400-52OMHz Gigabit Port 1:Data*P;tE lava inpi t dt3 Gig&'P:rrt 2.1 PoE output pat Know what's below. a OX40-67 1 :9dBdoffset 400-520NIHz SrPpart(sltw!ert�def:be*,mufti-modef' *.WcopocrGig�fiE'herretoptionsava!'3b'e) __ _ _ ___-_____- Call before you dig. {; RID TDMISUIT-OPT 8xTI10TDM CtdvinfkIndoerUr.dCII FOR STATE SPECIFIC DIRECT PHONE NUMBERS " `m These lower sections are foruse with COL series collinears, They are provided with a through hamess to connect your choice of GT73-compr,r,t V nhq w VISIT: WWW.CALLI'1I.COM r c C01-8(UHF),COU 5(VHF)or COU 7(VHF)collinears. 0C poa:erinput fcompat:b'e atltttAC,DCPauerini' no pt ttxrt) O TVEILATFNCY(ONEWAY) ito3mstypicaldeprndigwTarge,hmilwidlh,mxtlthfiermodeandminherofTl/Eipnts;amiratnT'/El°a`eixyhqurmcanbe 3 SCALE: DRAWN B'r: CHECKED B'': When ordering a combination collinear and dipole array you will need to order as follows: determined for 0%41rel C0r,'I9L1rar01using fireCamblumPTP LINKPlann'.r 0 1. Specify your lower Section from the fist above eg:BX80-67 PLUS AS SHOWN WAS JKM 2. Specify your COL collinear either COL15,COL17 or COL8 eg:COLS(and remember to specify frequency) ' �P fwr , ---- -•-- -- ---- ---- 0 12/23/21 ISSUED FOR FILING WPK JWS E 10/15/21 REVISED PER COMMENTS GJB JWS 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL D 05/12/21 REVISED PER COMMENTS WAS JWS C 05/03/21 REVISED PER COMMENTS WAS JWS B 04/29/21 REVISED PER COMMENTS WAS JWS J1,d'1LG. I V.1 . '_ A 04/06/21 ISSUED FOR REVIEW WAS JWS REV DATE DESCRIPTION DRAWN CHECKED y , ri :e. BY BY Weight Height 205 Lbs.assembled 77.98" ti 275 Lbs.shipping weight Width Doors 23.625" • 2,secured by three point locking system Depth 0 Locks via customer supplied padlocks . Sealed with.875"aluminum filled gaskets See racking specifications g Useable depth Material .125"Alumiflex� Ey��.f,L,_7 * 4Ur nil 'r; f l Finish:Painted cream NEMA Class Types available RF properties:Non-ferrous NEMA 3R(Vented),NEMA 4 Vents (closed loop-a/c),NEMA 4X ,�� 0 3�th e 1:- • 30 bottom louvers per door Paint Tested p os5 14 top louvers-In top cover, • 1000 Hour salt spray(textured) ESS underAlumishield0 . 1000 Hour immersion CONCRETE PAD . One removable filter panel per door r Y ,,. In J EREM K i�I c KEO N . 14 fixed fitter pads In top saver A B t THICKNESS Height C Handles CABINET 4' 3' 4" NEW YOR ICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 Zinc,padlocking 74 WidthTIS A VIOLATION OF LAW FOR ANY PERSOtI, tea, .t,,:aP. fi snag^ "srx.npt« A 19.5"' UNLESS THEY ARE ACTING UNDER THE DIRECTION Rails E VMt3.?. ,a,a>9;,� , OF THE RESPONSIBLE LICENSED PROFESSIONAL Two sets 19" Ralf standard "' ' t i.k. , ....s,,` �, Na ENGINEER, TO ALTER THIS DOCUMENT. (for additional rails see accessories) Main Body Alodine coated Height:78.23" �; 191iiew•,.;. .-,.:.�,.,.R,�;,_,.4 . Hoses tapped for 10-32 threads • Width:25'5" SITE ! NEORMATION : * Each rail supported by three R-STRUTSTM " Depth:34 " . .125" Material(Alumiflex®) Alumishleld® * UNLESS SHOWN wSITE NO. ALBERTSON MARINE ` OTHERWISE ON ri . • :�" Spacing " Hang down height:1.71" M ( 19"or 23'°Racking available " Width:28,46" PLANS F Useable Height . Depth:36.67" " • Usable racking height has been revised Handles #3 ® 12EACH WAY { ` to only fit in the opening of the door jam • Protrude 2.2° 61405 MAIN ROAD which Is cabinet height minus 4.25" Total Space Occupied CONCRETE PAD SOUTHOLD, NY 11971 O, O Maximum:74.25" . Height;78.855" Number of rack units per rail set:42 . Width;28.46" (CAST-IN-PLACE SUFFOLK COUNTY Total number RU's:Up to 84'` . Depth:37.75" OR PRE CAST) Useable Depth NOTES• Maximum:30.5" Minimum:28.75" SITE TYPE: i c g 1. USE GALVANIZED HILTI EXPANSION ANCHORS OR, 150f-0rr CONCEALMENT POLE • z APPROVED EQUAL, FOR EQUIPMENT ANCHORAGE. �'.. r• all'T, ,�f�� :1"r�"��yi°,�Il d�;. 1 tl,rtl•,(c,:,�,'stl"Iffi � �K, 2. FOR SIZE AND LOCATION OF ANCHORS AND OTHER i . REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS. Top m 74.75"-78.23" _.-.__. 3.25" _30.50"µ Y W COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL ' 1; 74.57"-74.75" 18 29,50" 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF THIS DRAWING AND ALL THE INFor-MATION CONTAINrD HEREIN IS 4000 PSI. AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 45.00"-74.57" 29.557" 30,50" p! WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS .4. D?AWING_, MAY NOT CSE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHEP PURFOSE Lij> Center 33.00"-45.00" 92.00" 28,75" WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. 0 3,43"-33.00" 29.57" 30,50" N _.,. ...__-.-... .._... _.. _...... .. .. _.._ ....... _. *Front and Rear sets of rails allow some 3.25"-3.43" .18" 29,50" SHEET TITLE: equipment to rack both directions providing Bottom o.00°-3,25" 3.25" 30-50" Q up to 84 FU ..... FIRE DISTRICT EQUIPMENT 0 SHEET NUMBER: LD 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 OUTDOOR PAD FOR FD. CABINET 5 NOT USED Z-16 NOTES TO USERS L0,wc LEGEND I This map is for use In administering the National Flood Insurance Program. It I.'SCr4rn D ZONE VE does not necessarily identify all areas subject to flooding, articular/ from local (Fl,ay SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION Y Y l g• P y ZONE X ZONE X ZONE XBY THE 1% ANNUAL CHANCE FLOOD N SOUND 72'22'3V' O drainage sources:of srnail size The community map repository should be ZONE X 1430000 FT ' N consulted for possible updated or additional flood hazard information, JOINS PANEL 0157 41'05'37.5^ \I� ` � ,tr,,•...� 1.25000 FT ". . . v.,. : , � .,i,.;.,,�, .,,,.,,`�•s ,w,r.,., frt'r II I , . 1s annumxflood(100-yeaflood) al giknown as the bas,fl 72'24'22,5" cod,is the flood that as a 10% To obtain more derailed information in areas where Base Flood Elevations ti s rcharge of letf3 _Iualect or exceeded in any given year, The oat flood hazard Fres is the area subject to flooding�the 1Iannual chance flood, Preis of Special Flood Hurd include .,... ,L+.- ,':. •..•:. ... t fi.a.-. .. I\�U I (BFEs)and/or floodwa shave been determined,users are encouraged to consult E , r.,G'`�-.x,,:E,..,..-•. K..r '.a r w I I I I zones A, , AH vU �iLa � , v, a n iv E. ilo Ba se Flood Elevation f is the v ater_sufacuZ NEVE N the Flood Profiles and Floodway Data a7d or Summary of Stillwater Elevations s elevation anoftlel, annual chance flood. t6 §§' a � �v> , abcxs determined, tables contained within the Flood Insurance Study {F S} report that accoranjea C RS RAIELIMI7 ARE his FIRM: Users should be aware rtest BFEs shown on the FIRM represent ZONE A a BasC Flood determined. , -. vCOINCiDENTVITHSHORELINE rounded whole foot elevations. These BFEs are intended for food insurance t , ZONE AE Pase flood Eev, rating purposes andY and should not be used as the sole snores of flood SONEAH Flood de sof 1 h 3 fed (LSLIally areas of lding). Base Flood ENG I n - - �s x . .,. 1 elevation information Accordingly, flood elevation data presented In the FIS ZONE X ;, f3evahansdetermit7ed. report should be utilized in conjunction with the FIRM for purposes of , s..,: ,. � . ••� .- a � � � M � I , ♦ •< L '''^ :`' . - ♦ � ZONE AO Flood depths of 1 t 3 feet II sheet flcorsloping t>arraln averaqe an tar floodplain management _ ' �. ..� ♦f �'". _ ,.., .. .:-. q, -cdepths determined. For aicx� of allows/ Fan flooding, velocities also lra I mitred. Coastal Base Flood Elevations BFEs shown on this ma apply only ;;:° a r* _ f � { ) p pia Y Y ,� •:Q �, I y 1 ,y, .� .t~ 3. ZONE AR Vial Flood Hazard Area formerly w .w ,, Spa ly protected the i4o annual chance Vit' landward of 0.0 North American Vertical Data of 1988 (NAVD 88). of this EL s C ,. 1 ,. ,4 } ,� ,� ., r, .,;� fl+7ad tri a fiarJ control sYsteln that was sul7sl:quertIydesel ufieD. Zorn AR FIRM should', be aware that coastal flood elevations are also provided in the indicates that the former flood control system is bei restored to vide .. k. r .. ,,, ,� '� - , � y, rt9 pro. . ELITE Summary of Stillwater Elevations and Transect Data tables In the Flood Insurance 2,ZONEAE a .' ��' '', , ' �. < ,,� 17rt)tediore from the 1°Ia annual chance or greater flood. � I Tek OWERS Study report for this jurisdiction- Elevations shown in the Summary of Still�awater {EL E) �, fr;� �, ,:.,, ZONE A99 Area to be protected fromx1!n annual chance floatl by a Federal flood Wireless t:€rmrmalnnications krgfrastru�:tura•.Experts Elevations and Transect Data tables should be used for construction and/or floodplain management purposes when they are higher than the elevations shown _a2" protection system under ccar iuUfom, ra sem Flood rlc�etit s p 9 P po B � �.,N determlred, ... .. this FIRM,Rl� ZONE'V Coastal flood Lane with velocity hazard (wave action), no Base Flood Boundaries of the floodways were computed at cross sections and interpolated FJe attons delemdrrt. ' between cross sections. The floodways were based on hydraulic considerations ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood , with regardto requirements of the National Flood Insurance Program. Floodway 340000 r I pe,'ationsdetermired, widths and other pertinent floodway data are provided in the Flood Insurance FLC?ODWAYAREAS IN ZONE AE Study report for this jurisdiction. w, `. '� The flaadway is the channel or a stream flus any adjacent floodplain areas that must be kept free ` Certain areas not in Special Flood Hazard Areas may be protected by flood of ircroachrnent so that the 1%annual chance..flood can be earned without substairrttal increases control structures, Refer to Section 2.4 "Fled Protection Measures" of the " il._77771RS Flood Insurance Study report for information on flood control structures for this OTHER FLOOD AREAS jurisdiction, ZONE /areas of(12['fo annual dI fond; areas of 1%annual chance flood with � r w average depths of less than 1 toot or with drainage areas less than The projection used in the preparation of this map was New York State Plane it p�E t square mile;and areas protected by levees from ilk annual dunce flood. FIPSZONE 3104. The horizontal datum was NAD 83, GRS80 spheroid. Differences in datum, spheroid, projection or State Plane zones used in the OTt ER AREAS production of FIRMS for adjacent jurisdictions may result in slight positional ZONE Areas dEtennined to be outside the 0.2%annual chance floodplan. — differences in reap features across jurisdiction boundaries, These differences do f„ not affect the accuracy of this FIRVi. �""� � ZONE D Areas in which flood hazards are undetermined,but possible. Flood elevations on this map are referenced to the North American Vertical Datura r COASTAL BARRIER RESOURCES SYSTEM(CBRS)AREAS of 1988. These flood elevations must be compared to structure and ground r 13 OTHERWISE PROTECTED AREAS(OPAs) elevations referenced to the same vertical datum, For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the CFRS areas and OPAs are normally located within or adjaoent to Special Flood Hazard Areas. North American 'Vertical Datum of 1988, visit the National Geodetic Survey website at http://www.ngs,noaa,gov or contact the National Geodetic Survey at 1%annual Chance floodplinboundary ver'lzon the following address: NE 0.2%snores/chance floodplain boundary' NGS Information Services E Floodway boundary NOAA,Na'NGS12 - none D boundary National Geodetic Survey SSMC-3,##9202 ...... ..« CBIRS and CPA boundary PROTECT YOURSELF 1315 East-West Highway } (Y ' r ° Boundary dividing Special Flood Hazard Area Zones and , ALL STATES REQUIRE NOTIFICATION or Silver Spring,Maryland 209'10-3182 r 7f r /> "F-� boundary dividing 'Special Float f-Waid Areas of different Base ® EXCAVATORS, DESIGNERS, OR ANY PERSON (301)7.13-3242 a 0 Flied eevatiQns,flood depths or flood velocities. <I i ": PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE w' +• •• e—Limit of Moderate wave Action To obtain current elevation, description, and/or location Information for bench s ZONE VE KnowwhaesbelOW. marks shown orl this map, please contact the Information Services Branch (EL 8r - •�.-.�5?3 ••••,• gaze Flood Elevation lire and value;ele%atlon infer Call before you dig. of the National Geodetic Survey at (341) 713-3242, or Visit its website at SaseRood Elevation value where uniforin within zone: elevation FOR STATE SPECIFIC DIRECT PHONE NUMBERS ht1p:11www.0gs noaa.gov (EL 987) it feet* VISIT: WWW.CALL81I.COM Base reap information shown on this FIRM was provided in digital format by the �+ Referenced to the Noah American Vertical Datum of 1985 New York State Office of Cyber Security and Critical Infrastructure Coordination it x; '9 1 N � Cross section line DRAwN BY: cl _ -D r_'Y. This information was derived from digital orfhophotography produced at a 1,0-foot `{». A$ SHOWN WAS JKM pixel resolution from photography dated 2004: Limited cretaI cross sedti or,tine Based on updated topographic information, this map reflects more detailed and (23 -- - 2a T`rarsectline up-to-date stream channel configurations and floodplain delineations than 87"07'45'',32°22'34" c agraphic cr irct;ruites reFerenred to the t th o�mer can Datum ---- ---- ---- ---- rF - :. , those shown on the previous . IRM frit this jurisdiction, As a result, file Flood � of 13 fNAD 83},Wester n Hem s)here Profiles and Floodway Data tables for theNortheast Branch NissegLogte R6VEf to a ?u „ •_, �,,; ;`,r .._t h, � "7N 1]UO-n:terUr�uersalTiansterse�rcatar grid values,Z one is the Flood Insurance Study Report(which contains authoritative hydraulic data)may � --0-- 12/-2--3- /21 ISSUED FOR FILING WPK JWS reflect stream oronnd distances that differ from what is shown on thus map: Also, 600000 FT 5000-foot grid values;statenane State Plane coordinate u,r system,spzone(FIPSZONE Apszone),spherename projection the road to floodplain relationships for unrevised streams may differ from what is ® r,= OZONE 7C ,, r shown off previous maps, w r ;. c a'. N .� E 10/15/21 REVISED PER COMMENTS GJB JWS Z ,•, ., .r t�-' ^ „ ?ss gra 0X5510, Bench math ( e yaiana kion in votes to Users section of this ,, x D 05/12/21 REVISED PER COMMENTS WAS WS Corporate limits shown on this map ars teased on the best data available at the t w ,Tr ?. ao,<' t s` , ° t: �_ FIRM panel) J time of publication. Because changes clue to annexalions or de-annexations may cnR o Cr ;"`1 � ,rte t �:,f kf ir!k x' 1 �, � � � Qy`*u # '� , .�, � 1, --s have occurred after this map was published, map users should contact appropriate ? �M1.5 River Mile�r-.. r, Z. C 05/03/21 REVISED PER COMMENTS WAS JWS community officials to verify current.corporate limit locations, O *, r MAP fl.FPG$iTGRY B 04/29/21 REVISED PER COMMENTS WAS JWS r ' ZDIelEfl4E Rarer is listing at Map Repositories an Map Index Please refer to the separately printed Map Index for an overview map showing C31a€ 8RR AREA the layout of map panels far this jurisdiction. v .r. � �' EFFECTIVE DATE OF C43UNTYlflripE A 04/06/21 ISSUED FOR REVIEW WASWS �•* tQf3. ,, :ZED AE E T LTSHEBF 1 - - FLOOD INSURANCE RATE MAP J The AF zone category has been divided by a Linin#of Moderate Wave Action r " 1 (SEE BRS LEGEN May 4,1998 DRAWN CHECKED ZONE t4E ,'. ,..• .. `'� Z DAVE VE I?>. BY BY ♦N REV DATE DESCRIPTION (LiMVVAI The Li 1WA represents the approximate landward limit of the '1,5-toot Ei c ,� t3 {EL1(l) E E EFFECTIVE DATE(S)OF REVISION(S)TO THIS PA NEL wave.The effects of wave hazards ween the V e and d t W { ) ,,» i } E 11E t L .) 9_ breaking Z bet e �Z{}n and tie LIfL1 A ,. ' � r>):e ;• September 25 2QG,. to change zone designations,to reflect revised shoreline,to changer (of between the Shoreline and the UMAIA for areas where VE Zones are not 4 " E ) Special Flood Hazard Areas,to update the effects of wave action,to incorporate Primary Identified)will be Similar to,but IeSS severe than those in the VE zone. Frontal Dune analysis,to reflect the effects of coastal erosion,to change Base Flood �- Elevations,to update map Format,and to reflect.updated topographic information FT IMI F e�i T Contact the FEMA Map Service Center` at 1-800-958-9616 for information on ZONE¢,0.E -.WAV ANTI N � � available products associated with this FIRM. Available product's may include (EL 7: previously issued Letters of Map Change, a Flood Insurance Study report;and/or digital versions of this map. The FE NIA Map Service Center may also be reached 7 ro determine If flood insurame i5 available in this community,canac#your Y4wanoa = Wt ai call tf>e National Flood Insurance Program at 1-800-638-6620, ' by Fax at 1-800-358-9620 and its website at http://msc.fema.gov, / NS 7. If you have questions about this map or questions concerning the National Flood a r insurance Program in gEneral,please call 1-877-FEMA @OLAP (1-877-336.2627) or MAP SCALE 1" _ 600' �- visit theFEMA website siNtpHwwwfemagov/businessrn{p. LOCATION OF PROPOSED WORK 250 o 500 1000 c` FEET bkl .NE _. ��: METERS `rF �D 09 COASTAL BARRIER RESOURCES (EI t l 150 0 - ,so 300 ®� SYSTEIVI (CBRS) LEGEND FE 0 a 45511':" ERE K McKEON o� f�� ', 10-01-1983 CBX'RS Area ZONE z t � [b PANEL 0159H NEW YOLICENSED PROFESSIONAL FLOOD INSURANCE!INICTAVAILABLE FOR STRUCTURES NEWLY BUILT OR � � ENGINEER- LICENSE NUMBER: 095374-I SUBSTANTIALLY IMPROVEDON OR AFTER OCTOBER 1,1983, INDESIGNATE[} CBRS AREAS• r,1 FIRM v rt L ;�� 1 , r 11-1B-3994CEIRS Area 1 fit: °d FLt7QD INSURANCE RATE MAP IT IS AVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION m 42 OF THE RESPONSIBLE LICENSED PROFESSIONAL FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES N I NEWLY BUILT T , � ��.°�•'r `` FL E UL OR SUBSTANTIALLY IMPROVEDONORAFTER NOVEMBER 16,1990„ iN for SUFFOLK COUNTY, NEW YORK ENGINEER, TO ALTER THIS DOCUMENT.N� � � ��'r, i DESIGNATED CBRS AREAS- ',p {`ALL JURISDICTIONS) 11-16-1991 Otherwise Protected Area(OPA) S TE ! 0 M A T 0 N y h CONTAINS: FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR � h+� (,Q(i/jIVI(INJTY NUMBER SUBSTANTIALLY IMPROVED WTHIN THE CB AFTER NOVEMBER 1s,1091 IN 'x_'.r ' SITE NO: ALBERTSON MARINE DESIGNATED OPAs WITHIN THE CBF?5, SHELTER ISLAND, 3.60809 11.16-1s93 CBRS Area I , , TOWN OF FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR Alf AGTl6I ' I � SOUTHOLD TOWN OF 360813 SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 15 1993 IN � 'd ' 61405 MAIN ROAD DESIGNATED CBRS AREAS. SOUTHOLD NY 11971 11-15-1993 Otherwise Protected Area(OPA) 1 NOTB- RES0HIS i cLi96%TEM ESTAg ismED THE uNDER THE Iir SUFFOLK COUNTY FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT€?R I I ; al»saurr�Css sYST8n1 BSTnatrs9�sa ur�oBiz rH8 c4A�srAt SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 1.5, 1993 IN I BARRIER RE$OURCES ACT or 1982 AN"R SUSSEQUENr ENABLING LEGr831aT7{rH DESIGNATED OPAs VVIIHIN THE CBRS. 02-24.1997 clans Area PANEL'169 OF 1X126 I MAR SUFFIX: H SITE TYPE. FLOOD INSURANCE N303 AVAILABLE FOR STRLfCTUR6S NEWLY BUILT OR " (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 150'-0" CONCEALMENT POLE SUBSTANTIALLY IIMPROVED ON OR AFTER FEBRUARY 24,1997 IN DESIGNATED CB RS AREAS. ' Notice to User The Map Number shown below shauid be Boundaries of the John H.Chafee Coastal Barrier Resources System used when planing map orders the Community Number y Shawn above should be used on insurance applications for the (CSRS)shown onthisFIRM were transferred from the official CEIRS I subject community, source map(sI for this area and are depicted on this FIRM for COPYRIGHT©2021,AZIMUTH ENGINEERING P.C.,LLC ALL Informational purposes only. The official CBRS maps are enacted by eaitr MAP NUMBER RIGHTS RESERVED CPQ ', Congress via the Coast al Barrier Resources Act,as amended,and "'o .�"""'\, ':HIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS ryry 3: maintained by the U.S.Fish and Wildlife Service(FWS), The official ' � O 36103C0159H AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 41'0'4 CBRS maps used to determine whether or not an area is located within ''� WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS ( _ - 200°°"'E °%?>6 O DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, the CEIRS are available for download at hrtltPJ- www,fws,goy, For an 41'03'45 r1 "ramE JOINS PANEL 0167 Q ( 4� DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE W official determination of Whether or not an area is located within the stgco E ND 5 G IAP REVISED WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH CEIRS,or for any questions regarding the CBRS;please contactthe FWS 72'24"22 5" ENGINEERING P.C., LLC. o field office for this area at(631)776-1401. m SEPTEMBER 26r 2009 N , z Federal Emergency NNIarriagement Agency ISI ! SHEET TI fLE: Q __m 2007 FLOOD INSURANCE - – _ -- — ----- _ ----- RATE MAP z O 4 0 4 g SHEET NU I R: _JJ1 2007 FLOOD INSURANCE RATE MAP GRAPHIC SCALE SCALE: 1/err= 1r-0n FOR 22"x34°DRAWINGS Z-17 C2 -- ' - r rr it ri Q (IN FEET) I SCALE; 1/8 - 1 0 FOR 11 x17 DRAWINGS oZ "F z s o .M 0 a a U- los? 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