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Home My WebLink About50701-Z µ, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50701 Date: 5 17/2024 Permission is hereby granted to: Budds Pond Marina Inc . ......_. __.._..... ...... ..... ...............�_______ Route 25 PO ..... �. ...._. ....._ ..... .......__ __ ..... BOX 937 ............. _ .... _ ............. � Southold, NY 11971 To: Construct a new wireless communication facility on an existing Mil property to include concealment pole, antennas, cables and with related equipment for two wireless carriers (Verizon and Dish) and Southold Fire Districts emergency communications as applied for per ZBA, Planning Department, Trustees and DEC approvals. Flood permit required. At premises located at: 61405 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 56.-3-15 Pursuant to application dated 1/4/2022 ._..... and approved by the Building Inspector. _ To expire on 11/16/2025. Fees: WIRELESS COMMUNICATIONS -NEW FACILITY $750.00 Flood Permit $150.00 CERTIFICATE OF OCCUPANCY $100.00 Total: . ............$..1'0_...._.......... 00.00 Building Inspector 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 htt s://mlww.southoldtowawnn 2v, .n.y,a,no Y I ite Received APPLICATION FOR BUILDING PERMI! /'�--7 For Office Use Only �� I� PERMIT NO. 5 y / 0 I Building Inspector. f N JA N Applications and forms must be filled out in their entirety.Incomplete ?l@ i"�C�+�t""�IW)IWPT applications will not be accepted. C �ted. Where the i e Applicant is n �,PP P PP of the owner,an I 4j p_pC,l® Owners Authorization form(Page 2)shall be completed. Date: -Lq1-ta-1 OWNER(S)OF PROPERTY: Name:Budd's Pond Marina, Inc. SCTM#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 Mailing Address:666 Old Country Road, Suite 901, Garden City, NY 11530 Phone#: (516) 227-6363, Ext. 219 Email:galvarez@amatofirm.com DESIGN PROFESSIONAL INFORMATION: 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 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 910the r a"a 1w Nft u ft teleoonawnkaHo/„naa,aft aamaaaa meeb,a moan rdaee eq,7pm"as chided is ma pwm&&awed ha awm. 250,000 Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes WNo PROPERTY INFORMATION Existing use of property:Boatyard Intended use of property: Boatyard with public utility wireless communlcaeonsfecility. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to M 11-Marine 11 this property? ❑Yes RINo IF YES, PROVIDE A COPY. M d'hfiick Box After Ih Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(I rint name): Tanya Negron WAuthorized Agent Downer Signature of Applicant: Date: G�/�y o)V co 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. SworVefore me this 2Eday of 20 Notary Public Louis Fernandes Notary Public-State of New York No.01FE6374706 PROPClusHfie in ffolk Cou m...Mm E � ,� � di piir�"Ap Co mission 1 30 ill' rvrvOWNER .... (Where the applicant is not the owner) William M. Witzke 61405 Main Road, Southold, NY 11971 I, residing at do hereby authorize Elite Towers, LP to apply on my behalf to the Town of Southold Building Department for approval as described herein. A LW,- , Z oaa Owner's Signature, Date LJ & ep A . a kc Print Owner's Name 2 OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ` Southold, NY �� Telephone: 631 765-1938 www.s outholdt ownny.gov wVIM PLANNING BOARD OFFICE 204 TOWN OF SOUTHOLD January 9, 2024 Y . 0 Mr. Gregory R. Alvarez Amato Law Group PLLC 666 Old Country Road, Suite 901 Garden City, NY 11530 Re Approval: Special Exception for Cell Tower at Albertson Marine Located at 61405 Main Road, Southold SCTM#1000-56-3-15 Zoning District: MII Dear Mr. Alvarez: The following resolutions were adopted at a meeting of the Southold Town Planning Board on January 8, 2024: WHEREAS, applications for a Special Exception & Site Plan Approval for a Wireless Communications Facility were accepted as complete for review on October 16, 2023, including site plans prepared by Jeremy K. McKeon, N.Y.S. Licensed Professional Engineer; and WHEREAS, the Southold Town Planning Board reviewed the above-referenced request for a Special Exception for a proposed wireless communication facility site plan of a ±150' above grade level (a.g.l.) concealment pole, including antennas, cables, and related equipment for two wireless carriers (Verizon and DISH) and Southold Fire District's emergency communications, along with a ±2,450 sq. ft. equipment compound on a ±0.95-acre parcel with a ±10,800 sq. ft. existing boat storage warehouse, in the Marine II Zoning District, Southold; and WHEREAS, on October 16, 2023, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as Lead Agency for this Unlisted Action; and WHEREAS, on October 16, 2023, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR Lead Agency coordination process for this Unlisted Action; and Cell Tower at Albertson Marine I Janua 9 2024 2. On a renewal application, the applicant shall demonstrate that the wireless communication facility is in compliance with all applicable laws, rules and regulations and with all of the conditions of the Special Exception Approval and Site Plan, that the facility is necessary to provide adequate service, and that there is no reasonable alternative available to the owner which will provide adequate service without the continuing use of the facility. 3. Subsequent Special Exception renewals shall be subject to review by the Southold Town Planning Board and subject to such standards that shall be included in the Town Code at that point in time. If you have any questions regarding the information contained in this resolution, please contact the Southold Town Planning Board Office. Respectfully, JM:7 Rich III Chairman Encl. cc: Town Engineer Building Dept. mN � Glenn Goldsmith,President Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ' P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 23, 2023 David Kennedy VHB Engineering 100 Motor Parkway Suite 350 Hauppauge, NY 11788 RE. BUDDS POND MARINA, INC. 61405 ROUTE 25, SOUTHOLD SCTM# 1000-56-3-15 Dear Mr. Kennedy: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 18, 2023 regarding the above matter: WHEREAS, VHB Engineering, Surveying, Landscape Architecture&Geology, P.C., on behalf of BUDDS POND MARINA, INC. applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 31, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 18, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, a WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of BUDDS POND MARINA, INC.for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a±3,51 0sq:ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts; and as depicted on the site plan prepared Zimuth Engineering P.C., received on August 31, 2023, and stamped approved on October 18, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve truly yours, Glenn Goldsmith President, Board of Trustees GG/dd E� iv's», ".'h, "a„ MJ:., f`'` k,.. ,,rib ,, ,m:h dm it [si 4 ii g"�" „r om,.:✓W,,/y :,ro9ro{ M , 'a,,,, p.,a;"%.:m. Ar'A'rwH,,,Jniw. q'w Je ry„ j nk M� Irms, m w ,,r �J i /.N,,,-vlti dN'J'�:rpr„�„�" „,,:.� �J;}i�;�,b�� ✓p✓iv'";� ,,,r ,,,,,,,, �iK,�� )�ma ,„�;, „,""� Gvp� r ;.,",�"""��n� �IPw r &lz 4i; `a m yrr "a ,I rc"e f; 4 / I113m�",s.!,�J,JV ,r� '"^ .N�,Y 4„a rf"�'yY'�:4ro r,Y idq„: @jynrvw �'� J �0 u'ow' rW"�,6 r..;.o /� R,.,ro /y1J�/;�/ ✓ 15d,r,„d'z W,d'ti,%hAl 6� mr4 aVisP kr,, s 41 aM �trl ! 1 PA" BOARD OF SOUTHOLD TOWN TRUSTEES y� royF✓"aN�; �'�I��M��p��ro p P;E1UMT"NO. 10482 DATE: QCTC?BER IS 20 r YiwM� ISSUED TO: $UDDS POND MARINA,INC� IT PROPERT"'l�`ADDRESS �61405 ROU 1"E OUl�l OLD ��r , SCTM#1000- b- -1 AUTHORIZATION and in accordancewith theoResolutio n�sions of the ad t of Trustees adopted at the meetiof Chapter 275 of the: Town Code ng held on ober 18o A2 ,and jy'� � in consideration of application fee in the sure of l��paid by audds Pond ari a and subject to the Terms ' � g yXr ?" rw and Conditions a stated in the Resolution, the Southold Town T3oard of Truster aulhori sand pert�ni �e following; n i d Wetland Permit for the installation of a 150'above grade level(AGL)concealment pole(with Ir A rM`r r�� antennas mounted within and upon,and ground-based equipment of the Southold Fire1 ro TDrepartment,"Verson Wireless,Dish Wireless,and room for future wireless carriers, install a �l� fenced equipment compound,landscaping around the equipment compound,and utility routin I g GI 6 t�, that will occupy a�,50°0sq.� . ion of a urn-vegetated, ravel-surfaced area that is currently � used for boat storage; install connect o�ns to existing utilities;and erosion and sift control g > g p }% methods will be mild as necessary to prevent water quality iunrpaGcts,and as depicted on the J site plan prepared Tirnuth Engineering P.C.,received on August 1,20 �,and stamped approved on October 18,2023. IN WITNESSWHEREOF„the said Boned of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written, M 7r C + FOB r J n' 70 ; I✓ Y11 r,Gp r;� fl � ��✓ % qk A, J� � ,,:,s wM /rr✓yrr,�/,� r .,,. ,,.. ,��ui,�;/ ✓/ri/ r ;fir✓ � iOJa�urarrr, i �i4' a �r�n '� A, rryd`,✓PJ ,.. ro"M;ro �e.,� �d%"�"h.yawm'„/ �M'� ,"" ✓ '�' ,da � uwt '�. �^�'�� M �'„'^�« ,.�v�' i �,.. , ray � Wl.q�t'mr ,,,,,..✓r,,,?�,"e! iJ;a,�1nr,'../ , , 'r ""� "' 4r`Ul�✓�XN�' rro�G, -„!'� J� "G a 7i l //�„w;k"J �py;l/a, '�' 'PF IY �C'dr' ,",'/,/ � wf-� �� "� 'n ,�.✓""'r' �„�,/"//J .1 I «' /I U F"rrWed� "e�M,9.,ro ar �;;?*�;� �fit'� i� M,,,,^�, wM ti,w�r� .�, �u°� a:� �'r rM�✓�. �,r n ;;� �;,,�. ��,,� �� , �fMw�r��" '�'�-� � ��" J 7 �^ m'. '✓�v/�✓.:,ro�/� �� r" �J, ��y .M .w ,.� r ��a�� q ,�'�� ,r.w• /� "",Y � r& r rlo!✓ w: r,✓ MaRe:;w» :..�«`, TERMS AND CONDITIONS The Permittee Budds Pond Marina. residi,nu at 61405 Route 25 Southold New "or as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5, That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Penn ittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A.Nicholas Krupski,Vice President z P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly A Telephone(631) 765-1892 Elizabeth Peeples 1� Fax(631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction % constructed When project complete, call for compliance inspection; NO \In �\ US \N \ fl %V YORK S,[ATE I� "WR1 MEN IF UF T A I Jiwl l of l "uu°h'u n 0 V uyn0i uww>O')� P'-miAi ,IRS gji�Jni"I �IdfP",rx look,50 1c Ro'ld A,wyYsuouk' AV`n' hlllW d611i 4,14 0365 II0" (Ui;4'tl)'1 11 dl'd'k''7i,u January 26, 2024 Elite Towers LP 44 W. Jefryn Blvd. STE Q5 Deer Park, NY 11729 Re: Permit ID 1-4738-04964/00001 Budds Pond Marina Inc. 61405 Main Road Southold SCTM # 1000-56-3-15 Expiration Date: 1/25/2029 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a sample Notice Covenant to the Deed, a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/ Completion of Construction form. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, A ie '3e k- s Envirom-dental Analyst Distribution List: VHB BEH Wildlife File r'. 6 w erarl4 II u pmau�urinuuY atl i % � pIVNi Vn"1iPWtlV I"IIPI,,.B� ..,� aR10 vU'?V VaR Ntlu hRP AM AwAdo NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04964 PERMIT Under the Environmental Conservation Law ermittee and Facility Information m. .... ............" ........L"l ........... Permit Issued To: Facility: ELITE TOWERS LP BUDDS POND MARINA INC 44 W JEFRYN BLVD STE Q5 61405 MAIN RDI100-56-3-I5 DEER PARK, NY 1 1729 SOUTHOLD,NY 1 1971 (631)242-0403 Facility Application Contact: VI-B ENGINEERING SURVEYING AND LANDSCAPE ARCHITECTURE PC 100 MOTOR PKWY STE 350 HAUPPAUGE, NY It 788 (631)787-3400 Facility Location: in SOUI'HOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 717.915 NYTM-N: 4550.436 Latitude: 41°04'33.6" Longitude: 72°24'21.8" Project Location: FWW SO-22 Authorized Activity: Install a public utility wireless communication facility consisting of 150-Coot above grade concealment pole, 2,450 square foot fenced equipment compound, utility connections, and perimeter landscaping. Only the wetland on the north side of the train tracks is a NYS regulated freshwater wetland. All work shall be done in strict conformance with the plans by Azimuth Engineering P.C. last revised on 08/30/23, and stamped NYSDEC Approved on 1/26/2024. * The referenced property is beyond the jurisdiction of Article 25 Tidal Wetlands. --Perk,rt C Authorization S Freshwater Wetlands -Under Article 24 Permit ID 1-4738-04964/00001 New Permit Effective Date 1/26/2024 Expiration Date: 1/2 1/2,0 9 Page I of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-04964 ........... NYSDEC Approval By acceptance of this permit, the perinittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this Permit. Permit Administrator: SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region I Headquarters S U N Y (6r) Circle Rd ', Stony BrookJ50 Ciicle Stony b-ook,NY 1 1 790 -3)409 7 Authorized Signature: IV,— Date ..................... .. ........... Distribution List VH13 ENGINEERING SURVEYING AND LANDSCAPE ARCHITECTURE PC Habitat Wildlife Environmental Permits Pe rmi t Co mp onents NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY 1-0 ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE7 OBLIGATIONS ----- - --—--- ...... ..... NATURAL RESOURCE PERMIT CONDITIONS - Apply tote Following P FRESHWATER WETLANDS ............... .................... ermits: I. Notice of Commencement At least 48 hours prior to commencement ofthe project, the perinittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 clays of-completion of project., the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MEW Facifi(y DEC ID 1-4738-04964 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. ZD Such approved plans were prepared by Azimuth Engineering P.C. last revised on 08/30/23, and stamped NYSDEC Approved on 1/26/2024. 4. Notice Covenant The peri-nittee shall incorporate the attached Covenant (or similar Department- approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days ol'the effective date of' this permit to Regional Habitat Manager NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 5. or Area Limits Any work, disturbance, and or storage of construction materials shall be confined to the existing disturbed area. 6. Install and Maintain Erosion Controls Staked hay or straw bales or other DEC-approved erosion control measures are to be installed on the dOWDS10pe edge of any disturbed areas. This barrier to sediments is to be put in place before any disturbance of the ground occurs and is to be maintained in a functional condition until all disturbed land is heavily vegetated. 7. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. 8. Maintain Silt Screen The screen shall be maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 9. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. i o. Equipment Storage 100' from Wetland, Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. I i. State Not Liable for Damage The State of'New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from fLiture operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04964 12. State May Order Removal or Alteration of Work If future operations by the Slate of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the Stale, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 13. State May Require Site Restoration If upon the expiration or revocation of this permit, the project,hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or till and restore the site to its former condition. No claim shall be made against the State of New York on account ol`any such removal or alteration. 14. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS Apply to ALL Aut horized Permits: o_ _ mm I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the proiect site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other D epartment Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 AIM vahwo NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION IRMWI Facility DEC ID 1-4738-04964 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be In writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY (a) , Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application,, d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be Submitted prior to actual transfer of ownership. Page 5 of 6 AM 420so NEW YORK STATE DEPARTMENT OF ENN711IONMENTAL CONSERVATION Facility DEC ID 1-4738-04964 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS .... I'— Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The pert-nittce, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives., employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions 6fthe'permit.' This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of"the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittec's Contractors to Comply with Permit The peri-nittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the sarne sanctions for violations of the Environmental Conservation Law as those prescribed for the pen-nittee. Item C. Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, casements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the peri-nittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 DECLAIRATION 0|8 DECLARATION, dated clay n[ . 20__ ismodebv (hereinafter the "Dco|umn|")` whose address is W [ TN ESSETH WHERFAS, the Declarant. is the owner of'certaiii real property located in the Town Of Southold, County u[Su0z|k, State u[Ncv/ York, Tax Map# Uiu|rici |00` Section 56, Block 3, LoKo) |5, which real property is more particularly described in Exh(hii /\ annexed hereto (hereinafter referred to as tho "Property"); and WBCKCA8. the Property is Situated in orudiuooni (ore(yu|akxd freshwater p/dlundS()-22o[tile Southold Quadrangle which has been inventoried and mapped by the New York State Department of' Cnvinunmeoiu| Conscrvuhun (horuinu8or`^DopurUnon[`), pumuunL\o [nvirnnniuntu| ConxcrvodonLuw (ho/rinu0nr-CCL") Article 24 (also known ax the "Freshwater Wetlands /\oi")and yur( 664o[Title 6ofthe New York Code o[Ru|cs and Regulations (hereinafter''6N}'CKR"); and \VRERE/\S, various activities conducted both in and udiuuuni to freshwater wetlands are rogu|uicJ by the Dupunmoni Pursuant to FC[ Article 24 and yori663 o[6NYCKR and require written authorization from the Department prior to being conducted; NOW, THEREFORE, in recognition o[|hoDcpurUnon|`ujuriadic6nnux set Forth above, it is the responsibility o[u puny having any right, title, or interest in ihc Property, to obtain From the Department or any successor or�unizu ion, ucunonidescription o[uU activities which are regulated punuunt{o CC1. Article 24 and Part 663 of 6 NYCRR, and to obtain written authorization from the Depar(nient prior to Such regulated activities hcin� oondu�odon the Propu�y. Rogu|�eJudiviiixuinc|uJc, but are not limited to, clearing n[vegetation; upp|iouiionofuhumioo|s-, excavation; arudingunJ filling; and cnuoiion o[uny structures. 8y: STATE OFNEWY0KK ) ' ) cs. � CUDN'[YOF ) On tile day of in the year 20 hof'orc tile, the undersigned, u Notary Public in and K/r said xiu1o, personally appeared personally known to me or proved to tile oil the basis ofsatisfactory evidence to be tile person whose tiarne is Subscribed tn the within instrument and acknowledged |umo [flat he executed the same in his capacity, and that by his xi(Inuiuroon the instrumcnt, iho person or entity upon bohu|[o[vvhich ihoporson xc\ed, cxccuteddho ins{uxnmnL NOTICE OFCOMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Bureau of Ecosystem Health-NYSDEC E-Mail: RlBEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE _ . a� . ...... m. .._.._... m. _.__.... PERMITTEE NAME& PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS, TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on _ We certify that we have read the referenced permit and approved plans and fully understand the _. project .ect and...a permit co he authorized roj all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: _ .. _ DATE . ._.. CONTRACTOR: .� --- _ DATE—....._,,.... THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEEAND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. C'ut ,1p his line_X, X ?( �X......... . NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Bureau of Ecosystem Health—NYSDEC E-Mail: RlBEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME& PROJECT ADDRESS: ..........................._... w—� — w— �... CONTRACTOR NAME&ADDRESS; TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: . _ ...� „r .,,,_... DA"1`I. CONTRACTOR: ......-- .....__......... . DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. NEW DeDartmw-nt of YORKE STIATE n t l j NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SHERRI AICHER i Permit Number: 1-4738-04964/00001 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 1/25/2029 Email: dep.r1@dec.ny.gov Note: This notice is NOT a permit y No,I I"> 5 V IA CJ(;ft,T66.PN AIR) tDI 66 P�P7de76C}N CSI-( I'8'(y V'CP°[.fJ Ik')6Jl6'PvY6N6 dtil•OE7 hPJdI HPNda d''I PJC`IIJG HOJQ'IIPRAM... ANALYSIS.. �. J, MOV.DNI ALV_ ANU NNAS, 6 4DAM, St,DTNs,q_ ARRE_>IOR S, R47V I w,, I:II'C" IN ACCORDANCE ° „rA W11HY STRHJCVUII AI ANALYSIS WI a 3 TRIM n�OUTHq s3m,'•;rR3 ON a�tNOGHI EAAFI," u PRO OSID c?o 3" o"foUf'r1CN1 NOT OT ALL EXISIRIG INIJORESAVIOE1 -u OWN [OR b'a HETY. Y,. cc.sNT`r�aarJYDysl1°u¢rq i z-r�rll ro-au..,IuwA¢Elk M+rI:NIAND , 4BO UNIDARIFSP TLINIAUV::1. BYVIW ,N IT[ PLAN II:IA ED ON SITE VIRV1:Y G3Y AMERIICAN R:::IINCHIVf..Fg21UvBQT P✓ LAND ENA�:VUJVIVtIINC.,N,aYV"Vg111NC,, `:SIDRVI:Y4Nff G'(. ,¢f;IN6.f7 RiY SiR:IfYd9R:N F. E2AVN V`.E.. L :,. 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II IIBAODS or C I.EAR.INC GRAIACNA3 QBV°7dP5 C71h NVSC;tLC VRP.ShCWVAPV"Ilt AND GROUND E)ISTd1R1+ANCT EXI5-YINN BUR 1ANChI h � tiITE TYPE: �... a y D E E, vv TEroNP ITS ee)ro nQ��¢ NP I50'-0"CO)NC'LALMEWPOLE AREA AND TOWN Or 500 Ri FO�j) AAPPROVED �yg,„ p� p pp�r--��y, ry, p q9 ♦ (Iw, `ETk AAND)URISSDICHON'AL APPLA V.".IT"ir�O d('L D A'.J Pdm R��V'IBtPRS ...�;...:.:: ..._... ._.r' a ^y ✓Y ! V ft P'ROPCYSIfDVICRI ONV'dIRE1af55 VJINP:DIRGR Q)d.DN[D "S ,, ,. �"'.. u�7C)I r P'tJVVLIR&TU.CO CONCDU r PYu.7V_u TEE)FROM P_V IrVEATY a". SEQ I II ITiM1Yf:::G'oSTRAW BALES,AND P7 HU P EROSION 7. F�"�IQ:1 ML IF 6"OLF TO E RANSR fa@tP�1lER&MESA Cv'1PoQ411d"�!Q':I "P yy A C¢)N URC711..5 VM Q QSII:`IINSf E Q.E.E:D ANdD RIAIND.AINUS Y..Dd.kkk80dG E ROjIIC."T VVIOVY.IC.Aa NLC NSSARY,TO PPE:. IE DT ADV RE sEi IN PAC V S ON WIT N A.IM1YDs: � Nl)1!\N 4 w,..., ._..... _. /-�0h COMPOUND r PLAN I d., ;,� gip �t P�'�P,��. .�.�. .. _ .._ �,I _......_� _........ . .._�.P /7-06—kIN111 NYSIF PO Box 66699,Albany,NY 12206 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A^^^ 270807207 am MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1 2108 505-5 493165 08/02/2023 TO 08/02/2024 07/13/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,I SURANCE FUND UNDERWRITING VALIDATION NUMBER: 3409714 111111111111111111110 IIIIII III II IIIIII11111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I III IIIII 00000000000117272382 Form WC-CERT-NOPRINT Version 3(08/29/2019)[WC Policy-21085055] U-26.3 245 r00000000Q001172723821r0001-0000210850551f##Ilf16178-03irCert NoP-CER7_S1r01-0o0o11 COMCCON-01 ("tt�I TINE CERTIFICATE OF LIABILITY INSURANCE DATE71712023 '1762 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. . ."i" IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-870302 CONTACT Darle Millennium p'Alliance Group,LLC PHONE en Aslanis, Ext. 161 NAME 534 Broadhollow Rd. (Ark Extl (816)496 8004161 a No#_�. ) .631 768 1342 L ....... _....�...... Melville,NY 11747 _,. om Ste.103 A s .Aslanis@ma.9 Insurance.c... INSURERA American Empire Surplus L RAGE Nalc#---. . ,INSURERS.AFFORDING COV Lines Insurance Co 35351 INSURED INSURER B,;,Merchants Preferred Insurance COmparly_ _12901 . Comcell Construction Corp INSURE,Rc RSIJ,I Indemnity Insurance Com, any ....-_ 22314 1373 Lincoln Avenue _ 8318 INSURERE:Navir a Qrs Insurance Corn an 4..... Holbrook,NY 11741 2307...,,,,,,, R —u _..._.P y....................... INSURER F: COVERAGES CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INT R TYPE OF INSURANCE LIABILITY ADOL SUBR .. — n ............................................................ ---....._ ..... IO�tl- POLICY POLICY NUMBER ❑ EXP LIMITS WV IMMIDDIYYYYI EACH ggqURRE CE. $ 1,000,000 I X COMMERCIAL GENERAL �OCCUR X �DAMAGE TO RENTED SO,000 CLAIMS-MADE („ PLE73784302 7l8/2023 7I8I2024 pREM)5E31Ea_gEhllrren0) --- ...... ...--................. MED gr(Any_cne person PERSONAL&ADV INJURY 1,000,000 — -.- �..... ........ $ _...- GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 OTHER� ....................�L.. ❑ Loc ...POLICY AGGREGAT ...$ -------- 5,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Fa.arlanS), X ANY AUTO CAP1052866 7/8/2023 7/8/2024 BODILY I,NJU ... .-.-.- Rv(Per.person) ,- OWNED I [[SCHEDULED AUTOS ONLY 1 AUTOS BODILY INJURY(Per accident HIRED .�A 'OS O'hlOY 1,...{p OtPER "IA.MrIAGE...... V J AUTOS ONLY V iu C —UMBRELLA LIAR L XT- CLAIMS-MADE CCUR EACH OCCURRENCE, �$ ...... 2,000,000'' X DEDE55LL4RETENTION$ ( NHA103482 7/8/2023 7/8/2024 AGGREGATE 2,000,000 WORKERS COMPENSATION q PER OTH- AND EMPLOYERS'LIABILITY YIN 4- !MTUTR. IR ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH AGCIDENT FICERdM MBER EXCLUDED? N/A g •-- T anc4skry n NH) If yes,describe under 111E L D,-SEASE EA EIN,PLO,YEE DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ ID Excess Liab. 1367783 7/8/2023 7/8/2024 Per Occ/Per Agg 3,000,000 E Excess Liab. NY23EXCZOEF991V 7/8/2023 7/8/2024 Per Occ/Per Agg 5,000,000 DESCRIPTION ent Floater.Hartford Ins.IONS Policy#12M$JE 101,Addltlonal Remarks Schedule may be attached If more spree Is required) EquipDESCRIPTION OF OPERATIONS/LOCATIONS d VEHICLES(ACORD 3032 9/14/22-9114/23$250,060 limit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 9/14/22-9/14/23$1,000,000 limit. Pollution Liability-Markel Insurance Co.-Policy#MKLCIENV100572 2/17/2023-2/17/2024 $1,000,000 Condition Limit/2,000,000 Agg.Limit. Town of Southold,53095 Route 25,Southold,NY 11971 is included as an additional insured as required by written contract. ...... CERTIFICATE(HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town Route ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 .............. Southold,NY 11971 AUTHORIZED REPRESENTATIVE r �r ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NEW '' yo�i< workers' CERTIFICATE OF INSURANCE COVERAGE ..... sTATc Compensation -' Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK, NY 11741 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 27-0807207 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder)Town of Southold Standard Security Life Insurance Company of New York 53095 Route 25 3b.Policy Number of Entity Listed in Box 1 a P.O. Box 1179 R90293-000 Southold, NY 11971 3c.Policy Effective Period 1/1/2013 to 7/5/2024 4. Policy provides the following benefits: ❑X A.Both disability and Paid Family Leave benefits. B.Disability benefits only. ❑ C.Paid Family Leave benefits only. 5. Policy covers: ❑K A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as descr' d above, Date Signed 7�7�2023 By 09ganatose of insurance carrier's audhori d re wesr n — p taCiwr or NYS licensed insurance agent of that insurance carried Telephone Number 212) 355-4141 Name and Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200, PART 2.To be completed by the NYS Workers' Compensation Board(only if Box 48,4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 11 J I I I Ill I111111111111111111111111111111111111IIIIIIII DB 120.1 (12-21) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1 (12-21)Reverse Suffolk County Dept. of Labor, Licensing & Consumer Affairs y MASTER ELECTRICAL LICENSE Name CHARLES M DWYER Business Name This certifies that the bearer is duly licensed CHARLES M DWYER INC by the County of suffolk License Number: ME-4278 Rosalie C rago Issued : 10/01 /1992 Commissioner Expires : 10101 /2024 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtowuny.gov ZONING BOARD OF APPEALS Town of Southold December 27, 2023 Gregory Alvarez, Esq. Amato Law Group 666 Old Country Road, Ste 901 Garden City,NY 11530 RE: ZBA Appeal 478$9, Budd's Pond Marina 61405 Main Road, Southold SCTM No. 1000-56-3-15 Dear Mr.Alvarez; Transmitted for your records is a copy of the Board's December 21, 2023, Findings, Deliberations and Determination, the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department and the Planning Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department Planning Department ' F OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Road Route 25 , r �x` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtownny.gov b RECEIVED ZONING BOARD OF APPEALS Town of Southold D E-C 2 6 Southold 6wr�df rk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21, 2023 ZBA FILE: #7839 NAME OF APPLICANT: Budd's Pond Marina, Inc., Wireless Communications Tower PROPERTY LOCATION: 61405 Main Road, Southold, NY 11971 SCTM # 1000-56-3-15 SPQKA ETERMlNATIONd: The Southold Town Planning Board, as Lead Agency, at the conclusion of their coordinated review, has classified the proposed Action as an Unlisted Action as it does not meet any ofthe thresholds 4,)fa Type I Action, nor does it meet any of(lie criteria oil tine Type ll list of actions; and ptu-suant to 6 NYCRR Part. 617.7 of the State. Environmental Quality Review Act (SEQRA) on December l8, 2023. Moreover, tine Planninng, Board determined that the Action will have no moderate to large adverse impacts to tile environment, and adopted the Negative Declaration on December 18, 2023. �JI t)1,;1C Crl..1N l A( N)l ll5 ,l ATIVI t la ,: This application was referred as required under the Sulf6lk County Administrative Code Sections A 14-14 to 23, and tine Suffolk County Department of Planning issued its reply dated August 21, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. ILWR,P DLIF a 11NATIO : This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation, dated November 20, 2023. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPER]'Y F.r�Cj, �DESCR1PTI(JN: The Subject property is a non-conforming 41,346 square foot parcel located J P I y g q ill an M111 Zoning District. Ilie parcel neasures 200.00 feet along Main Road, neasures 226.51 feet on the West side, measures 1 99.0�9 feet along the North side, and 189,.79 feet on the lust side. Tine Northern side of the parcel is bordered by the Long Island Rail Road. The parcel is improved with a high one-story metal building. All is shown on a survey by Stephen F. Rann, L.L.S. last revised October 24, 2018. BAS1S OI' ie%U- 1.C. TION: Request for Variances from Article XIII, Section 280-53; and the Building Inspector's Atugtust 9, 2023,, Notice o1' Disapproval based on an application For a pern-Ut to construct a new wireless telecorn n nnicatiomns facility; 1) having less than 160,000 sq, 11. as required for a second principal use (80,000 sCl, Ft- per principal use) in 1"'~1I1 Zoning District where a principal ruse as a marina with boat storage already exists;2) located less than the code required minimum rear yard property line setback of 25 feet; 3) more than the code permitted maximum lot coverage of30%; located at: 61405 Main Road, Southold, NY. SCTM#1000-56-3-15. Page 2, December 21,2023 #7839, Budd's Pond Marina SCTM No. 1000-56-3-15 ILL if kF e new wireless telecommunications facility Q: The applicant requests variances to construct a requiring the following relief. 1) the wireless communications facility will constitute a second principle use oil the M11 parcel which requires 80,000 square feet per use. This parcel has 41,346 square feet therefore it only has die square footage to accommodate one principal use; 2)the Bulk Schedule requires a minimum rear yard setback of 25 feet where the applicant proposes a rear yard setback of 8 feet; and 3)The applicant proposes a non-conforming lot coverage of 32 percent where the bulk schedule permits a maximum lot coverage of 30%. AMENDED APPLICATION: The applicant, on August 9, 2023, submitted a site plan depicting a decrease in the proposed lot coverage to 28.2%, therefore, eliminating the need for one variance, and bringing the plan into more conformity with the codes. ADDITIONAL NFORNIATIQN: Testirriony was taken and evidence presented at the public hearing that the cell phone service in Southold is very poor and that this proposed cell phone tower will fill an important communication need for the people of Southold and provide essential communications support for first responders in the Southold Fire Department. FIND[NGS OF FACV-&�ASQNS FOR BOA-RDACTION- The Zoning Board of Appeals held a public hearing on this application on October 5, 2023 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: C) 1. Town Law V67-1a(3)(b)(1). Grant of the variances will not produce all undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of marina businesses,boat docking, boat storage, restaurants, and a hotel. The construction of a cell phone lower will not adversely affect the character c' of the neighborhood. The Long Island Rail Road borders the:rear of tile parcel and the train tracks will not be after ted by the proposed non-conforming rear yard setback. Beyond the tracks is open preserved land. The existing large metal storage building will block most of the tower and the cell tower compound from public view along Main Road. Im Im The proposed cell phone tower is a passive use that will not increase traffic on the property or on Main Road, 2. Town Law §267-bQ(bJ2 . The benefit sought by the applicant cannot be achieved by some method,, feasible for the applicant to pursue, other than an area variance. 'I"he applicant has an existing principle boat storage and maintenance business on the subject parcel, and the parcel is not large enough to permit a second principle use as of right. Therefore, any proposed additional use will require the benefit of variance relief. There is an existing large metal boat storage building on the parcel leaving the rear yard as the only possible location for a cell tower, and, based upon the required size of the cell tower compound and the subject rear yard, the applicant must seek variance relief for the rear yard setback. 3. Town Law 6267-b(3)(b)(3). The variance granted herein for the non-conforming rear yard setback is mathematically substantial, representing 68% relief from the code. The variance granted herein for the non- conforming second principle use on the property is mathematically substantial representing 100% relief from the code. However, the proposed cell phone tower project area will only occupy 5.9%of the Subject property,and will have no adverse impact on the existing railroad tracks or preserved land adjacent to tile rear of the property. The installation of Southold Fire District communications antennas in the proposed concealment pole along with antenna of multiple wireless service carriers within the pole, will promote co-location and obviate the need for multiple tall structures throughout the community and greatly improve emergency response services and general cell phone USC in the area. Page 3, December 21,2023 97839, Budd's Pond Marina SCTM No. 1000-56-3-15 4. Town Law 267-b ?3 b . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the Southold Town Planning Board, as Lead Agency, has issued a Negative Declaration for the proposed project. 5. Town Law 4267- 3 b 5 . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 42267-,b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a cell phone tower while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Dantes, seconded by Member Planamento, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Engineered Plans prepared by Jeremy K. McKeon, LPE, labeled Z-01-Z18 and last revised June 15, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant requires site plan approval from the Southold Town Planning Board. Failure to do so may render this determination null and void. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Page 4, December 21,2023 97839, Budd's Pond Marina SCTM No. 1000-56-3-15 TIME LIMITS ON THIS AP'PROVA Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not O O Y S THE PROPERTY OWNER'S �Rle 1 year term s. IT I RESPONSIBILITY TO ENS one COI�IFI IANCE WITH I'1IE CODE RE IIIItED'TIME I'NS to exceed three cons FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5- 0) Leslie Kanes Weisman,Chairperson Approved for filing ��/ ��/2023 x �Y SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. is ADDRESS, ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE a 61405 MAIN R + SOUTHO NY 11971 20 L.D, LJTTLETON, CO 801 TOWER OWNER: ELITE TOWERS L.P.IL _ �} TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE 1UT1 _1W8,. LLC E. PATCHOGUE, NY 11772 f 4 TOWER CO SITE ID: ALBERTSON MARNE TANYA NEGRON {516} 410-8730 5701 SOUTH SANTA FE DRIVE 51 .� i ^ ' SCOPE OF W0RKTOWER APP NUMBER: NATANYA.NEGRONCEUTE—TO .COM LITTLETON, CO s0120 IZZ77 x+ i;W.. ;r THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOL.K SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: _- 90 E. HAISEY ROAD, SUITE 104 TO SCOPE OF WORK: LLC LATITUDE (NAD 83): 41.076046' PARSIPPANY, NJ 07054 .x...:.: TM • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE (NAD 83): —72.406043' SITE ACQUISITION: CENTERLINE • INSTALL PROPOSED JUMPERS k` • INSTALL (12) PROPOSED 7/8" COAX CABLES (4 PER SECTOR) AND (1) RET CABLE LORNA MUND • INSTALL (6) PROPOSED DIPLEXERS ZONING JURISDICTION: TOWN OF SOUTHOL.D DISH Wireless LLC L.L.C. SITE ID: � � �' ry• (516)557-239 GROUND SCOPE OF WORK: AIF • INSTALL (6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M—II — MARINE II CONSTRUCTION MANAGER: ML.ADEN ZAIMOV Ad I M L J I H NYNYCO2239A • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) E N®I N E E R I N G� P.C. (201)496-9271 • INSTALL (fi) PROPOSED DIPLEXERS SECTION/BLOCK/LOT: 56.00 / 3 / 15 • INSTALL (1) PROPOSED METAL PLATFORM 90 E. HALSEY ROAD, SUITE 104 1 INSTALL 1 PROPOSED WORK LIGHT RF ENGINEER; • INSTALL (1) PROPOSED ICE BRIDGE I MEMON PARSlPPANY, NJ 07054 OFFICE: (303)70s-4C313 DISH Wireless LLC L.L.C. SITE ADDRESS: • INSTALL (1) PROPOSED PPC CABINET • INSTALL (1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSE&G / LIPA MOBILE: (551)204-4483 • INSTALL (1) PROPOSED POWER CONDUIT • INSTALL (1) PROPOSED TELCO CONDUIT j1405 MAIN RO A ROUTE 2b • INSTALL (1) PROPOSED TELCO—FIBER BOX TELEPHONE COMPANY: VERSON • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) FM MAP BASE FLOOD 6' AMSLNon ow" ` . .. .. jSOUTHOLD , NY 1 9 t I • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) Of N 'N✓ • INSTALL (1) PROPOSED METER SOCKET ELEVATION: I ,tiYr � + Vy + FAAIA GROUND 5' AMSL :. . �;,�t:i �;t1 �, ; _ . • INSTALL 1 PROPOSED H—FRAME �ry 1 I ELEVATION• '_.a ning Boars �� " APPLICABLE BUILDING CODES AND STANDARDS SITE PHOTO EQUIPMENT ELEVATION: 3° ASM GROUND g� ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL_ GOVERNING AUTHORITIES. NOTHING IN �d `. 5374 J'�~ THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. TVM u,,nEasir.Nm P nr svANN-r To sf2 mv*3LD TOWN COI)r,sa`- IN DIRECTIONS j/ ri-13E(I),AC'!CN9"LEDGt.7S TI]AT THEC'O:�:iT['i�'tONS OF rW.Srrr rI AN 6CERIc K E 0 N n 1. 2020 BUILDING CODE OF NEW YORK STATE A rr.cwAL SVT 1*07TH IN T11E RESOLUTION or APPPO AL DATED d NEW Y!J LICENSED PROFESSIONAL j AAEA MI)(SEFcr N MONS ON r.esOIAnaM DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: ENGINEER- LICENSE NUMBER:095374-1 2. 2020 EXISTING BUILDING CODE OF NYS Y Depart and head toward Adp Blvd/Turn left onto Adp Blvd/Tum right onto Choctaw Way/Turn right onto 3. 2020 FIDE CODE OF NYS wmgt�n 'ry a Livingston Ave Coun H 527 ake the ram on the ri ht and follow si sins for 1-280 East ake the Title. :f:vsat;�"1t'Rt, �-"1tTt.l: llwrE g / p g IT IS A VIOLATION OF LAW FOR ANY PERSON, ramp on the left for 1-95 N / New Jersey Tpke N/Take the ramp on the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION 4. 2020 PLUMBING CODE OF NYS Palisades Park / The Ridgefields/Keep straight to get onto ramp/K p Left to get onto ramp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, TOWN rFS,at1int.l> � 1NN;xcsAirla to get onto US-46 E / US Highway 46/Keep straight to get onto US-1 N / US-46 E / US-9 N / US TO ALTER THIS DOCUMENT. j 5. 2020 MECHANICAL CODE OF NYS jr-�, /�., , � Highway 46/Take the ramp an the left for I-95 North / US-1 North / US-9 North and head toward G -----• Washington Bridge/EnteringNew York At Exit 6B, bear right onto 1-295 S py 6. 2020 FUEL GAS CODE OF NYS 9 / / Cross Bronx Ex E toward DRAWN BY: CHECKED BY: APPROVED BY: Throgs Neck Br / 1-295 South/At Exit 8, head on the ramp right and follow signs for Cross Is Pkwy S 2!OTF,:n?sr"Tort4 s'"e rmr't�»waM P!--1 s'621"be I-01 ram+a r*rieft of C!-"!ate(1!" 7. 2020 ENERGY CONSERVATION CODE OF NYS memhs from VI e.*..*.-ofornrovalas per code section 2911-132A. At Exit 30E, head right on the ramp for 1-495 East toward Eastern Long Is/Keep left to get JRF JWS JKM I onto/ramp/Merge onto 1-495 E / Long Island Expy E/At Exit 73, head left on the ramp for County Hwy-58 S. NATIONAL ELECTRICAL. CODE 2017 OF NEW YORK STATE toward Greenport / Orient/Keep straight to get onto ramp/Merge onto Old Country Rd/At the roundabout, REDS REV #: 3 take the 2nd exit/Continue on NY-25 / Main Rd/Pass Harbes Forms Jamesport in 3.0 mi/Turn left onto 9. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW PORK STATE TO BE PROVIDED Wickham Ave/Turn right onto County Route 48/Road name changes to County Road 48/Turn right onto Hortons Ln, then immediately turn left onto NY-25 / Main Rd/Arrive at NY-25 / Main Rd CONSTRUCTION SHEET INDEX DOCUMENTS VICINITY MAP SUBMITTALS ' SHEET NO. SHEET TITLE REV DATE DESCRIPTION T—i TITLE SHEET . 5 05-10-22 WENT COMMEM a 04-01-22 CIjW Cotmen A-1A 0 SITE PLAN 7 01/03/23 CommeM A-1 B BULK REQUIREMENTS1`` s 05/17/23 CU ,,.,. A-1 C COMPOUND PLAN 9 05/18/23 CIJIMI` COMMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE Sx , to �/31/23 cu COWMM A-3 EQUIPMENT PLATFORM) D H— E DETAILS ` w�f`�r=--°-�--- 11 11/28/23 CIJEW COUMEM A-4 EQUIPMENT DETAILS — 1 UNDERGROUND SERVICE ALERT - NEW PORK 811 SITE LOCATION �"�. 12 01/04/23 ctimr 1 A-5 EQUIPMENT DETAILS — 2 UTILITY NOTIFICATION CENTER OF NEW YORK 4,;rt ¢� ,fni A&E PROJECT NUMBER A-6 EQUIPMENT DETAILS — 3 (800) 272-4480 _ XJ NYNYCO2239A W.NEWYORK-811.COlA 7 EQUIPMENTDETAILS — 4 kv r DISH WIRELESS PROJECT INFORMATION NYNYCO2239A CALL 2 DAYS unUnr NOMFO 10 CONSTRUCTION � E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES ati"a•fsrrz��''��'�`, a� ��;,� �, E-2 ELECTRICAL DETAILS AND RISER DIAGRAM : 61405 MAIN ROAD, ROUTE 25 E-3 ELECTRICAL ONE—LINE, FAULT CALCS & PANEL SCHEDULE GENERAL NOTES `=: °'4 SOUTHOLD, NY 11971 G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHN"CIAN WILL VISIT THE SITE AS REQUIRED G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON }5- G-3 GROUNDING DETAILS DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SHEET TITLE SIGNAGE IS PROPOSED. TITLE SHEET RF-1 RF CABLE COLOR CODE M� 11 i`x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SHEET NUMBER GN-1 LEGEND AND ABBREVIATIONS GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON GN-3 GENERAL NOTES THE JOB SITE, ANDS IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 i No I 6 FRESHWATER WETLAND "won •� ••am swam, BOUNDARIES DELINEATED BY VHB ENGINEERING, SURVEYING, /� mamas LANDSCAPE ARCHITECTURE AND ® „e Y V I GEOLOGY, P.C., ON MARCH 22, 2023. A PRDVED YM-7,78 ..� TM C _ 5701 SOUTH SANTA FE DRIVE �� oP- w 7tg WETLANDS 0 ® Tt3t"lN OF SOUTHOLI� LITTLETON, CO 80120 9,fr - - ---._Qs Lo-Z PROPOSED 70 -0 x 35 -0 _ EQUIPMENT COMPOUND (SEE SHEET 0 � I 7 ?C., 92,' 030 14, RA j 2.7 _ YCS =` �- ` `a GA S�o /N � 59 La TO NEAREST BUILDING ON ADJACENT PROPERTY copE 3`- - - - 10� v - ~- 4,6 8®,�.®�t199. 6 �3 t 4 p� '-- `�` _ -,� ` _!_'. A d"Zw I M UO2 T m inning E3tia~`�. ENGINEERING P.C. -------- TO � :�_ .5 coNc g �- � �`w�-. . . FENCE COMP®UdVD RIP Rq ~ _ . �.#-`s�''� - �-- 1 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 saw "` .. �.. . saw 4.7 TO CONC POLE 4.4 most CNJ mamma CN 3,5 ^ APPROXIMATE PARKING AREA TO BE �`==- �`'' �. 0) ' MON. - a r. �.. CONFIRMED WITH LANDLORD UPON ® 4'�, m "„ ` �tla� ' ktA _61.9............ _ TOWN APPROVAL OF THE FACILITY •'ft 4 5 � DESIGN. AREA TO BE KEPT OPEN AT ALL ''`' �. •m" ,, d 4.5 00 4 j f �,OF N� d TIMES FOR EMERGENCY PURPOSES 4.4 ` '�`° ' • mamma r`k ct- v 'm+► starFF4.58 ' � 4,aY Kam. �', cn ftft 4.6 :D ' , _ ftft4 0 FOOT ADJACENT 1 4 LIMITS OF NYSDEC FRESHWATER .1 `� Sam • ® I 0 i WETLAND 10 c� L,j, •• SF _ o 'ma' '°ft AREA AND TOWN OF SOUTHOLDmammas m "` ® •4 •3.9.® •,�, �RD WETLAND JURISDICTIONAL AREA JEPx EON p 4 7 �7`0 # ® '�' b, '"' am ~ NEW YO '�K�'LICENSED PROFESSIONAL (VCE D o TO FE C M '� ENGINEER-LICENSE NUMBER:095374-1 � 86 -01 f PO 1 N® ,TO CO a ; Nt'�LM LE ----....(,,,, IT IS A VIOLATION OF LAW FOR ANY PERSON, GRAVEL ® 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LJCENSED PROFESSIONAL ENGINEER, �., ®- HIGH 1 STORY �� m,� TO ALTER THIS DOCUMENT. Q METAL BUILDING YF4.56 `v 0 � c7 ME �j #61405 o ^- o w ® ft DRAWN BY: CHECKED BY: APPROVED BY: C- 4.4 ® o p 4.3 _, JRF JWS JKM I 4.3 v I 4.1 4 w RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER r WETLAND 100 FOOT ADJACENT o � CONSTRUCTION AREA AND TOWN OF SOUTHOI WETLAND JURISDICTIONAL AREA 01 4.0 ®® DOCUMENTS ® SUBMITTALS r 4 4 t�.1 REV DATE DESCRIPTION IRD, " d on .® .. ® .® .. a" a- ON a- ® om .� " 4.25 "` .. FF4. 3 GF4.64 jZ 5 05-10-22 CLIENT ® „• ".` 'r + "` 41.,,, ® '�, '' "'"'4 4,44 PINT-. __ _ 7 .� r , !C i N aft Saw PLNT. N 5 05-01-22 CLIENT COMMMM 4.72�.." _ ... Lo N Lo "°` ,,,�-0W 1 40.7�......................4. c 7 01/03/23 CLIENT I�MM M4 �' J . 421 / f ® a 05/17/23 CLIENT COMM9M CONC. f �1W PH. 10 08/31/23 CLIENT COWAENTS ® 3.78 TF3. 11/29/23 MM `II `�,92 - / 01/04/23 CLIENT COMMENTS _.. . . _........... 12 F A&E PROJECT NUMBER (}3 - E.A. 3.65 3, N' TF3.50 3.51 NYNYCO2239A WZ APPROXIMATE SITE ACCESS _ S 470 2 6127 99 W 200.00' ® 1 DISH WIRELESS PROJECT INFORMATION 1 ROUTE TO BE CONFIRMED _ '�S,g°-3�� - �. .... a . FRESHWATER WETLAND WITH LANDLORD UPON 4.33 _ 4.26 4.1. -- _ 3.96 3,98 L _ --4 NYNYCO2239A BOUNDARIES DELINEATED BY VHB TOWN APPROVAL OF THE fi 1405 MAIN ROAD, ROUTE 25 FACILITY DESIGN. AREA TO BE ENGINEERING, SURVEYING, KEPT OPEN AT ALL TIMES FOR 1 LANDSCAPE ARCHITECTURE AND � 1 SOUTHDLD, NY 11971 i GEOLOGY, P.C., ON MARCH 22, 2023. EMERGENCY PURPOSES I AD (N .Y. S . RTE . 2 5) l SHEET TITLE 1 '► OVERALL SITE PLAN �. .r. ,� � s try ..•• � '� 1 ft"W OO ® ® �"` ®® SHEET NUMBER 1 N 60' 30' 0 60' 120' OVERALL SITE PLAN 1 1"=60' DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XMI WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS r t-PPP..0X1ED ry COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED K11, Pam, VP17 G 280-70 D,(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS .,." K BOARD f PART OF APPLICATION SUBMISSION, TO1vA!K1 Or- SOUTH'= 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280-70 F ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT r. . DATE I )I FROM ALL JURISDICTIONAL AGENCIES: 280-70 F.(1) WETLANDS,TIDAL AND FRESHWATER. COMPLIES 280-70 F.(2) LAND ABOVE HIGH GROUNDWATER(WITHIN 10 FEET OF THE SURFACE), COMPLIES 280-70 F.(3) LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS. 280-70 F.(4) COASTAL EROSION HAZARD AREAS. COMPLIES 1VmjMhW,. LLC COMPLIES 280-70 F.(5) DESIGNATED PARKLAND, COMPLIES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING IT THAT IS FREE OF 9 5701 SOUTH SANTA FE DRIVE OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A LITTLETON, CO 80120 RADIUS EQUAL TO ADISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.A SMALLER FALL ZONE MAY BE 300'FALL ZONE REQUIRED;23',O"FROM NEAREST ALLOWED IF SUPPORTED BY A REPORT SUBMITTED 13Y A QUALIFIED STRUCTURAL ENGINEER.THE STRUCTURE ON PROPERTY;STRUCTURAL REPORT 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND PROVIDED AS PART OF APPLICATION SUBMISSION; CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A SMALLER FALL ZONE IS APPROPRIATE AND SAFE.THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,NMI,8,AND HB 70NING DISTRICTS ARE SUBJECT TO THE 280-70 I. FOLLOWING RESTRICTIONS: 280-701.(1) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. I EXISTING NON-COMPLIANT;M-11 MINIMUM LOT SIZE:80,000 SF EXISTING LOT IS 41,346 SF PROPOSED MONOPOLE HEIGHT:150'-0" 280-701,(2) MAXIMUM HEIGHT:80 FEET. VARIANCE OR WAVER REQUIRED 280-70 I. MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS I E SHALL BE NO LESS THAN 500 FEET. e 8%0"TO ADJACENT PROPERTY LINE Almamma." IMI SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY EN13INEERIN(3 P.C. 280-70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLYTO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SETBACKS.ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS Is 280-70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE (REFER TO BULK REQUIREMENTS CHART ON SHEET A LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. SIGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION2! AND SAFETY INSTRUCTIONS,WHICH ARE REQUIRED.SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN' SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE 280-70 N.(2) NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS. INSTALLED ON EXTERIOR OF COMPOUND FENCE CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE I NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES FEET IN SURFACE AREA. BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH (M A A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE Southoid Tmvn ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN U L u A NO SHELTERS ARE CURRENTLY Piann;ng Board F% RUQUIREMENTS F(J"'R Z`1114E M-11 RINE 11) ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE 1 01 F 280-70 N.(3) 1 THIS WILL BETAKEN INTO THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAY BE PROVIDED FOR SERVICE PROPOSED. K VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. P TION `OMMEN]"S -DESCRIP IRE( UIRED. E X PS T'l N G PROPOSED C BASE EQUIPMENT LANDSCAPING.A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE 1. OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING tdr PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE MINIMUM LOT D!M[NSIONS 1-40 LANDSCAPING TO BE PLANTED AROUND COMPOUND 74 AREA 160,000 SQ FT 41,346 SO FT NO CHANGE NON--COMPLIANT 280-70 N.(4) PUBLIC.THE SCREEN SHALL CONSIST OF A DOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW,REQUIRED E S, ` EON NON COMPLIANT A WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF NEW Y R D PROFESSIONAL DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAJNTAJNt.-:D BY THE APPLICANT FOR THE LIFE OF THE ------- L NUMBER: INSTALLATION. ENGIIR- LICENSE NUMBER:095374-1 MINIMUV. YARDS 35 FEET ±29.4 FEE.T 174'± (TOWER) COMPLIES SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC FRONT WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING ALL LIGHTS TO BE REFLECTED ......... PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT DOWNWARDS.ALL LIGHT TO BE BLOCKED IT IS A VIOLATION OF LAW FOR ANY PERSON, MINIMUM YARDS 280-70 N.(5) SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE BY PROPOSED EVERGREEN SCREEN UNLESS THEY ARE ACTING UNDER THE DIRECTION SIDE 25 FEET 4.0.7 FEET 86'± (TOWER) COMPLIES TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR OF A LICENSED PROFESSIONAL ENGINEER, COMPLIES 25 FEET 61 .9 FEET 30'± (TOWER) COMPLIES SAFETY LIGHTING.REAR I I i I TO ALTER THIS DOCUMENT. BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES i STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIVAND THE STANDARDS IN§280-70 HEREIN,ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN MINI MUM YARDS DRAWN BY: CHECKED BY: APPROVED BY: 1 280-72 A. POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE SIDE 25 FEET 40.7 FEET 47'± (COMPOUND) COMPLIES M P L I F S�l FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR REAR 15 FEET 61.9 FEET 8,± (COMPOUND) NON—COMPLIANT CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: JRF JWS JKM ROTH SIDES 5 0 FEET 102.6 FEET 127'± (COMPOUND) COMPI IFS CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO LOCATION BY 280-72 A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE I COMPLIES LANDSCAPE AREA 20% MAX 0% NON—COMPLIANT RFDS REV #: PROVIDERS,WHEREVER POSSIBLE. 3 SCENIC LANDSCAPES AND VISTAS,ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE MAXIMUM LOT COVERAGE 30% 26.2% 2% (NEW) COMPLIE'S OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BY A PLANTED 28.2% (TOTAL) BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC SITE NOT LOCATED IN SCENIC VISTA 280-72 A.(6) CONSTRUCTION 61-61, VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL COMPLIES MAXIMUM FENCE HEIGHT 14/A 12'-0" NON—COMPLIANT NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED LOCATION,OR 36 FEET MAXIMUM 94 THE ABSENCE OF TREES, DOCUMENTS COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER THE WIRELESS FACIIITY IS CONSIDERED A SLCOND USE ON THE BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION I SUBMITTALS SUBJEC SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL T PROPERTY. THE TOWN CODE BULK SCHEDULF" FOR THE Mil ZONE REQUIRES 80,000 1-40 FF PER USE 280-72 A.(7) AVIATION ADMINISTRATION(FAA).F AW-RELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE GRAY REV DATE DESCRIPTION OTHER THAN A TOWER,THE ANTENNAAND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE 5 05-10-22 CUENT COMMENT'S VARIANCE REQUIRED SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNA AND RELATED EQUIPMENT A'.3 VISUALLY UNOBTRUSIVE AS POSSIBLE. a 0-01-22 CUOU COMMEM 7 01/03/23 CUM T MMMOM ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR! AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR HAS ONP OR MORE a 05/17/23 PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM A RESIDENTIAL ZONE OR USE aMff WMMM PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE CONSTRUCTED UNLESS 9 05/18/23 CUMT (XPAMEM ADEQUATELY SCREENED FROM VIEW OF THOSE RESIDENTIAL ZONES BY EXISTING BUILDINGS OR LARGE TREES,INCLUDING EVERGREENS.THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE 10 08/31/23 0Mff COMMUM SCREENING BUILDINGS AND/OR TREES.IN THE ABSENCE OF AN ADEQUATE ARRANGEMENT OF EXISTING LARGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 11 11/29/23 CUM CWMEM BE NO MORE THAN 35 FEET,AND THE ME EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT,TWO 280-72 A(9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE NO LANDSCAPING TO BE PLANTED AROUND COMPOUND 12 01/04/23 CUENT COMMEM FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT 1NON COMPLIANT OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 A&E PROJECT NUMBER FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURITY OF AT LEAST 10 FEET LESS THAN I THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN ! NYNYCO2239A THE GAPS IN BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FILLING IN AND MATURING.THE fli PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL DISH WIRELESS PROJECT INFORMATION PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILrryS OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION NYNYCO2239A 280-74 C.(4) ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET, 35T-0"TO NEAREST RESIDENTIAL PROPERTY 61405 MAIN ROAD, ROUTE 25 280-74 C.(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. 1 (SEE SHEET T-1) SOUTHOLD, NY 11971 I ALIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, N/A 280-74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE ANTENNA,INCLUDING THE PROPOSED TOWERS,LP) 280.74 C.(10) DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: 280-74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674't SHEET TITLE 280-74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 3531 280-74 C.(10)(c) ALL OTHER STRUCTURES 374't BULK REQUIREMENTS 280-74 C.(10)(d) ROADS,RIGHTS-OF-WAY,DRIVEWAYS NIA 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) N/A SHEET NUMBER 280-74 C.(12) PROPOSED MEANS OF ACCESS (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING I (SEE SHEET A-2) Aml B PROTECTION DISH Wireless I.L.C. TEMPLATE VERSION 34 Ou/11/2021 I NOTES i 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. OWN 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM > N `;:: .' , SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 1 3• ANTENNAS AND MOUNTS OMITTED FOR CLARITY. A-2 � TTVI LLC i 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 0 PROPOSED FIRE DEPARTMENT EQUIPMENT CABINET ELEVATED --- EQUIPMENT PLATFORM (BY m 00 -__ OTHERS) ono __.._..__.....__ SEE EQUIPMENT b µ PROPOSED MESA _.RECEIVED CABINET BY OTHERS l N. LAYOUT (SHEET A-3) t ) I PROPOSED UTILITY H-FRAME AZIMU H0. PROPOSED 150'-0" CONC ENT -__ (BY OTHERS) c�' ,,',i,,g Boelt`' - ENGINEERING P.C. TOWER (BY OTHERS) - PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 i (BY OTHERS) PARSIPPANY, NJ 07054 PROPOSED FIRE DEPARTMENT ICE BRIDGE (BY OTHERS) o I iell X X•------x K X-------X X._..__.•_x X— X X x X ._..X X—._...�..�.x X r—______f x x -x X X X A E#0 I D y X Tt?'V`kf ! OF SOfiJTiLD OF N I DAT Elir� I — — I / H, ! P _ L ( fOR r $� EON i _--_--^^--r • ' ' NEW YOR LICENSED PROFESSIONAL I PROPOSED 10 X12 DISH ENGINEE LICENSE NUMBER:095374-I Wireless LLC LLC LEASE I AREA �.- t.}. *..'J.-fr'x4:t�.i`; ,AYn :;a...xA',.,,a••'.r. ^�''SJ3.. .i4'..,t`.�.1!` �.. ..t. .t.�„ rY�'} X PROPOSED DISH Wireless LLC IT IS'''• " A VIOLATION OF LAW FOR ANY PERSON, I PROPOSED VERSOON l 12 WIDE ICE BRIDGE UNLESS THEY ARE ACTING UNDER THE DIRECTION WIRELESS ICE BRIDGE ( ) 37f-0" ICE BRIDGE LENGTH OF A LICENSED PROFESSIONAL ENGINEER, ( X (BY OTHERS) (1) PROPOSED DISH Wireless TO ALTER THIS DOCUMENT. '� �•_____ _____..� =�T- . LLC HYBRID CABLE ROUTED DRAWN BY: CHECKED BY: APPROVED BY: X X - X ALONG ICE BRIDGE JRF JWS JKM PROPOSED ACCESS ( REDS REV #: 3 ;1r.—i T X GATE (BYOTHERS) I CONSTRUCTION X 2X DOCUMENTS X X PROPOSED VERIZON SUBMITTALS 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 WIRELESS EQUIPMENT PROPOSED FUTURE PLATFORM (BY REV DATE DESCRIPTION CARRIER AREA PROPOSED 12'-0" OTHERS) 5 05-10-22 CLIENT COMMENTS )(BY OTHERS) SEE ANTENNA LAYOUT TALL CHAIN LINK FENCE (TYP) (BY s 08-01-22 cx> e (SHEET A-2) OTHERS) 7 01/03/23 Cyr COMMENTS 8 05/17/23 CLIENT COMMENTS 8 05/18/23 CLIENT COMMENTS a 10 08/31/23 CLIENT COMMENTS mm ® v C9 11 11/29/23 CLIENT COMMENTS W 12 01/04/23 CLIENT COMMENTS A&E PROJECT NUMBER BD O NYNYCO2239A w DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE COMPOUND PLAN NOTE: DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. COMPOUND PLAN 6' 4' 2' 0 5' 10' Awl (; 34160p=10--0" DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 i NOTES 3 `s 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION �. Nv RFDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) TOP EL. @ 164'-10" AGL :. <r I T. LLC (6) PROPOSED DISH Wireless LLC DIPLEXERS MOUNTED BELOW PROPOSED PROPOSED FIRE DEPARTMENT ANTENNAS INSIDE EXISTING ANTENNAS AND EQUIPMENT CONCEALMENT POLE 5701 SOUTH SANTA FE DRIVE (BY OTHERS) LITTLETON, CO 80120 PROPOSED VERSON WIRELESS ANTENNAS (BY OTHERS) PROPOSED DISH Wireless LLC ANTENNA RAD CENTER @ 146'-1" AGL Q (TYP 1 PER SECTOR, TOTAL 3) PROPOSED VERIZON WIRELESS PANEL AWN (1)?) (BY PROPOSED VERSON WIRELESS ANTENNAS (BY OTHERS) PROPOSED 40«050'-0« OTHERS) RAD CENTER @ 141'-2" AGL MULTI-SECTION, MULTI-SIDED CONCEALMENT j POLE (BY OTHERS) C1PPr �ovoIN �C�OR ro, l 3 PROPOSED DISH Wireless LLC L.L.C. ANTENNAS E"LAT^"# G I°OAF'.Ta "{ a, F j RAD CENTER 0 132'-0" AGL ® �. \ Al TOWt? OF SOUTHOLD DATE j iLJTH All"I" Im EN®INEERIN® P.C. FUTURE CARRIER ANTFNNAS I RAD CENTER @ 120'-0" AGL e `er' • 90 E. HALSEY ROAD, SUITE 104 I I PARSIPPANY, NJ 07054 SEE ANTENNA LAYOUT I ' (SHEET A-2/DETAIL 2) I FUTURE CARRIER ANTENNAS PROPOSED 6« MAIN PIPE PROPOSED DISH Wireless LLC MOUNT RAD CENTER @ 108'-0" AGL MAST (FIELD VERIFY MAST iv SIZE PRIOR TO (TYP 1 PER SECTOR, TOTAL 3) CONSTRUCTION) (BY B1 PROPOSED CANISTER OTHERS) SECTION (TYP) (BY OTHERS) E .� � 4� _ � oFNF I FUTURE CARRIER ANTENNAS , �s �Yn I RAD CENTER @ 96'-0„ AC'i � K ' iown 3. F I alining " 11 ;artl ' PROPOSED 150 -0 a CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS s�, ' � �• RAD CENTER @ 84'—O" AGL �, F s - FoJ NEW ORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 I 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. I (1) PROPOSED DISH Wireless LLC II 12" 6" 0 1' 2' 3' 4' 5' DRAWN BY: CHECKED BY: APPROVED BY: RET CABLE ROUTED UP WITHIN li ANTENNA LAYOUT 2 EXISTING CONCEALMENT POLE I JRF JWS JKM II (12) PROPOSED DISH Wireless LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET REDS REV #: 3 COAX CABLES ROUTED UP WITHIN II SECTOR POSITION EXISTING OR MANUFACTURER - MODEL RAD FEED LINE TYPE MANUFACTURER - EXISTING CONCEALMENT POLE PROPOSED NUMBER TECHNOLOGY SIZE (HxW) AZIMUTH CENTER AND LENGTH MODEL NUMBER CONSTRUCTION II DOCUMENTS II (4) 7/8« COAX li ALPHA Al PROPOSED COMMSCOPE - FW-659-R3 5G 71.90 X 11.81 70' 132$-O« (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS (160' LONG) HPA-33R-BUU-H4 II REV DATE DESCRIPTION 1 (1) PROPOSED DISH Wireless 11 LLC HYBRID CABLE ROUTED s o5-to-22 CILIENT COMMENTS 1� ALONG ICE BRIDGE - « RET CABL/E8« COAX(SHARED 1 CCI PRODUCTS - 6 0s-o1-22 aMff COMMENTS it PROPOSED DISH Wireless LLC BETA B1 PROPOSED COMMSCOPE FW-65®-R3 5G 1.9 X l 1.81 190' 132 -0 WITH ALPHA) (HPA-33R-BUU-H4 a 01/03/23 txJ€Ivi ' COMMENTS 12 WIDE ICE BRIDGE j (l60 � LONG) a asjta/2a a, r COMMENTS (37'-0« ICE BRIDGE LENGTH) PROPOSED VERSON II � �/ts/� � COMMENTSEXr WIRELESS ICE BRIDGE (TYP) I' EQUIPROPOSED FIRE DEPARTMENT PMENT INET ON RAISED « t0 /3t j23 Cu �S (BY OTHERS) I _ _ _ « RET 4 CABLE (SHARED COAX (1) CCI PRODUCTS - 11 11/20/23 ENTS PROPOSED VERIZON II EQUIPMENT PAD (BY OTHERS) GAM C1 PROPOSED COMMSCOPE FW 656 R3 5G 1.9 X 11.81 310' 132 -0 WITH ALPHA) HPA-33R-8UU-H4 12 01/04/23 1 WENT' COMMENTS WIRELESS EQUIPMENT II PROPOSED UTILITY H— E (160' LONG) PLATFORM (BY OTHERS) II (BY OTHERS) &E PROJECT NUMBER PROPOSED 12'-0« TALL n TOP OF DISH EQUIPMENT , NYNYCO2239A CHAIN LINK FENCE (TYP) ►-8» Ate- DISH WIRELESS PROJECT INFORMATION (BY OTHERS) BOTTOM OF DISH EOWPMENT PLATFORM RRH SECTOR POSITION 3'-0" AGL MANUFACTURER - MODEL TECHNOLOGY N Y N Y C 0 2 2 3 9 A NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF SAMSUNG - RF4451D-70A DETAILS. fi1405 MAIN ROAD, ROUTE 25 ALPHA Al AWS3/AWS4 4T4R 320W 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED SOUTHOLD, NY 11971 SAMSUNG — RF445OT-71A Al 5G CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS NOTE: TB 4T4R 28OW RU AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. SEE EQUIPMENT SAMSUNG — RF4451 D-70A LAYOUT (SHEET A-3) ALL VERTICAL RUNS OF FEEDLINES SHALL BE BETA B1 AWS3/AWS4 4T4R 320W 5G SHEET TITLE SAMSUNG — RF445OT-71A ELEVATION, ANTENNA INSTALLED WITHIN THE CONCEALMENT 61 TB 4T4R 28OW RU 5G EQUIPMENT POLE SHAFT AND ALL ACCESS PORTS SHALL SAMSUNG - RF4451 D-70A LOCATION QTY EXISTING OR MANUFACTURER - MODEL LAYOUT AND SCHEDULE BE SEALED TO PREVENT WILDLIFE ACCESS. GAMMA C1 AWS3/AWS4 4T4R 320W 5G PROPOSED NUMBER SIZE (HxWxD) WEIGHT SAMSUNG - RF4450T-71A SHEET NUMBER C1 TB 4T4R 280W RU 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 18.98«x14.39«x8.15« 21.82Lbs 20' 10' 0 20' 40' Amz PROPOSED NORTH ELEVATION ANTENNA SCHEDULE No SCALE 3 1"=20' DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 I 1 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2 OF FILL PER EXISTING SITE SURFACE PROPOSED CHAINUNK FENCE (BY OTHERS) 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH " Wireless LLC L.L.C. CONSTRUCTION MANAGER AT TIME OF i CONSTRUCTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PLASTIC) -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 x x x x— PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR CLARITY _ 1—TM ! LC DIPLEXER ON PROPOSED H—FRAME e► (TYP. OF 4 PER SECTOR, 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE PROPOSED DISH PROPOSED DISH WIRELESS RRH WIRELESS WORK LIGHT LITTLETON, CO 80120 PROPOSED DISH WIRELESS 8'-00 X 10'-0" PROPOSED DISH WIRELESS OVP ON PROPOSED H—FRAME BOX ON PROPOSED H—FRAME TOTAL} (STACKED) . OF 2 PER SECTOR, 6 PREFABRICATED ELEVATED EQUIPMENT PLATFORM PROPOSED DISH (3'-0* ABOVE GRADE MINIMUM) WITH 42" HIGH HANDRAIL ALL AROUND PLATFORM -- -- WIRELESS GPS ANTENNA • (SEE DETAIL 1, SHEET A-7) Lj ® I E V� 00 o oo , J, I At c "`" 1MUm"FH >< > p "__...._r'ilf�'t1iFi��€ Cr:r °°ram... _..-.. ENGINEERING P.C. 90 E. HALSEY ROAD, SUITE 104 o PARSIPPANY, NJ 07054 i I 5, PROPOSED DISH WIRELESS H—FRAME (TYP.) AS E) DETAIL 4, PROPOSED DISH WIRELESS EQUIPMENT CABINET ON l ELEVATED EQUIPMENT PLATFORM --�.. p NE�e l 4q K PROPOSED DISH WIRELESS ' : +t I --- _ > FMB ON PROPOSED H—FRAME ��rr )IEW Y,®RK FESSIONAL I ENGINEER-LICENSE NUMBER:095374-1 — — PROPOSED DISH WIRELESS PPC ON PROPOSED H—F E IT IS A VIOLATION OF LAW FOR ANY PERSON, o UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT, DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM " E�N > RFDS REV #: 3 - > J u > CONSTRUCTION PROPOSED DISH CDOCUMENTS WIRELESS ICE BRIDGE o � 1 _Da SUBMITTALS Typ• REV DATE DESCRIPTION i 5 0 5-10-22 0iW COMMITI 5 PROPOSED CONCRETE PIER 6 08-01-22 (TYP.) (SEE DETAIL 2, SHEET A-7) 7 01/03/23 CLIENT COMMIS 1 v i 8 08/17/23 aJDff COMMOM p 9 08/18/23 aM COMMMS APPr-0VED CY 10 08/31/23 CIJENr COMMEM PI_AMNJIVIG D t�R. 1t 1t/2s/2a cuENr COMMEM 12 01/04/23 CLIENT CMMDM Tt)1Rft' or SOUTHULO A&E PROJECT NUMBER i DATE - NYNYCO2239A PROPOSED PLATFORM ACCESS , H, DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE DETAIL 3, SHEET A-7) N Y N Y C 0 2 2 3 9 A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 i PROPOSED DISH WIRELESS 10' X 12' LEASE AREA € i SHEET TITLE NOTE: EQUIPMENT PLATFORM AND H-FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER ELITE PROVIDES GEOTECH. SHEET NUMBER Am3 I i j DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 ' RAYCAP PPC SQUARE D SAFETY SWITCHES RDIAC-2465—P-240—MTS --------- D224NRB mom I DELTA ELECTRONICS, INC.ESOA60®—HCB04 (HEX) • ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ENCLOSURE DIM! (HxWxD) 29.25"x19.00 x8.50" WEIGHT: 80 IbsL FTENCLOSURE TYPE NEMA 3R RAINPROOF DIMENSIONS (HxWxD) 75"x32"x32" ?. OPERATING AC VOLTAGE =240/120 1 PHASE 3W+G Lj I WEIGHT (EMPTY) 625 Ibs (approx.) ICE UL LISTED FILE E-2875 LLC PJ M O 13 5701 SOUTH SANTA FE DRIVE Ing ` o°cam° STO LITTLETON, CO 80120 } 0 0 0 00 00 00 00 00 00 00 00 f 00 00 0 0 i Q V OA Zr" -71MUTH 0 0 o ENGINEERING P.C. ERONT 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL No SCALE '� POWER PROTECTION CABINET (PPC) DETAIL No SCALE 2 SAFETY SWITCH DETAIL No SCALE $ EATON METER SOCKET CHARLES CFIT—PF2020DSH 1 UNRRS213BEUSE FLEXIBLE RIGID FIBER TELCO ENCLOSURE PROPOSED INNER EMT METER SOCKET TYPE RING ENCLOSURE DIMS (HxWxD) 20"x20"x9" ICE BRIDGE CONDUIT ,--- ENCLOSURE DIM (HxWxD) 16"xl2"x6" PROPOSED X" DIA t'�;� OF NE*} MAIN AMPERE RATING 200A ENCLOSURE WEIGHT 20 Ibs HYB(OPTIONID A�� I i / � � � � MOUNTING WALL II \-XONDUIT SUPPORT PLM l� .., I BRACKET AND BANDING COMPLIANCE "TYPE 4 ® 10'-0" O.C. WEIGHT /8 lBS HYBRIDPROPO CABLEERONI DIA (OPTION "B") 1 °. �4 S E� cKEON NEW Y K LICENSED PROFESSIONAL ® 0 0 0 PROPOSED ENGI . ER-LICENSE NUMBER:095374-1 0 ® CABLE CLAMP ® ++ a 3'-0" O.C. > IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, \--EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM REDS REV #: 3 0 ® T ® 0 0 ° 0 CONSTRUCTION DOCUMENTS METER SOCKET DETAIL No SCALE 4 FIBER TELCO ENCLOSURE DETAIL No SCALE 5 HYBRID CABLE RUN No SCALE $ SUBMITTALS REV DATE DESCRIPTION I C 0 M M S C 0 P E W B—K 110--B INCLUDED WB T12-3 TRAPEZE KIT, 5 05-10-22 WENT COMMENTS WAV E G U I D E BRIDGE KIT PRODUCTS: 3 RUNGS 6 0"11-22 C S i 7 01/03/23 CUENT W8-LB12-3 SUPPORT BRACKET i # COMMENTS DIMENSIONS (HxL) 16®"x1®' r,�r n ,- M , a 05/t7/a3 CUD�iT COMMENTS MF-130 DIRECT BURIAL PIPE FINISH SLOPE g 05/18/23 c3.t COMMENTS WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN 5�nnning Maur„ d �1 M 10 08/31/23 CUEW CWNMENTS CABLE RUN (0TY) 12 1 t 11/n/23 Ct.0�3'�i COMMENTS to 01/04/23 car e SUPPORT BRACKET A-A A-A NTS (WB-LB12-3) w !) V Y A&E PROJECT NUMBER TRAPEZE KIT , PLAN "f4G F0t.R NYNYCO2239A (WB T PROPOSED 3.5" DIA. m 12-3) _ 3" DIA SCH 40 PIP E `®j TOVJft! OF SOUT LO DISH WIRELESS PROJECT INFORMATION :.. SUPPORT BRACKET S SCH 40 PIPE „I N Y N Y C 0 2 2 3 9 A (WB-LB12-3) 0 GALVANIZED M " � 61405 MAIN ROAD, ROUTE 25 TRAPEZE KIT 18 OII� D6�ILLED (WB-T12-3) PROPOSED 1'-6" PIER FOUNDATION �. SOUTHOLD, NY 11971 D DIA. CONCRETE ®01 0 PIER (TYP) --•.� O 0 000 000 A-A SECTION SHEET TITLE 3.5" DIA GALV SCH EQUIPMENT DETAILS — 1 40 PIPE (SPACED 3.5" DK GALV SCH 9$-O" MAX) 40 PIPE (SPACED (MF-130) 9#-O" MAX) (MF-130) CONCRETE PIER SHEET NUMBER ELAN ERQ I ICE BRIDGE DETAIL No SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL No SCALE $ NOT USED No SCALE 9 DISH Wlrelass LLC. TEMPLATE VERSION 34 - 06/11/2021 3 PCTEL GPSGL—TMG—SPI-40NCB `"" 1.60"0 MINIMUM OF 75% OR j 81 x184mm O 270• IN ANY DIRECTION DIMENSIONS (DIAxH) MMI/INCH 3.2"x7.25" WEIGHT W/ACCESSORIES 075 Ibs GPS N CONNECTOR N—FEMALE FREQUENCY RANGE 1590 f 30MHz 8 ��®N t4� ?�• :. TM LL 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITfLETON, CO 80120 F GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW I T 1.41*0 0 0 0 P. 0 0 4 s ??• _RECEIVED C_7 ® A d'.7 I M U F mom �,nr CU12PSM9P8XXX �`0. �J 01"holc3 16 � ENGINEERING P.C. BAGK #�a a�JJd (8 AWG CONDUCTORS) c < 11�1iC3t,t,r(� -� t 90 E. HALSEY ROAD, SUITE 104 _CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL No SCALE � GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 2 MINIMUM BEND RADIUSES NO SCALE 3 i I i LINE DETAILS 2024-Jan-03 ' LINE TYPE COAX :, .. Page 1/1 MANUFACTURER TBD ; ' ., ,;, , s1iml 2y_dlf220'110 1 x es / ..,'iy.',.°,;i'`e�^ ."x{,:,, 7� L.I.I L.+«7 F. V LUminaire Watts 15 W NEW Y R FESSIO AL MODEL NUMBER COAX — 7/8 }y y'#.: ;rka i r;,.T 374-1 a FRAF LIGHTI�G INC ? ENGINEER-LICENSE NUMBER:095 , �, Ballast/Driver Factor 1,00 DIAMETER (O.D. IN.) 1.102 > y. ' : =:= t' : :`rk' Light Loss Factor 1.00 Y; ' ,F b` Single (Poletop,Yolk, Ballard) N. IT IS A VIOLATION OF LAW FOR ANY PERSON, WEIGHT Lbs. PER FT: 0.302 f°' a'eJ:,:; ;.;.<;, , ..;:..,:,;.'. : UNLESS THEY ARE ACTING UNDER THE DIRECTION ( ) fiotal Proration I"actor 1.00 OF A LICENSED PROFESSIONAL ENGINEER, QUANTITY 12txx``. `. ; , }F `"' ;`, LUminaire LUrnens 2006 Ims TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY: APPROVED BY: ft ✓•yam ;�; _t*' '. RFDS REV #: CONSTRUCTION DOCUMENTS 112 LINE D ETA I LS No SCALE SUBMITTALS 28 REV DATE DESCRIPTION NOTE: 'a. P� 1 D ' ' 5 05-10-22 CUt� coy 0 06-01-22 c�.ENr COMMENTS PLr WING 80t P.D t 1. LIGHT FIXTURE MUST BE DARK SKY COMPLIANT. a 01/03/23 cunrrr COMMENTS TfaV'VVI OF SOU'THOLD � p s 05/17/23 CLIENT COMMENTS 2. LIGHTS MUST BE SHIELDED DOWNWARD, NOT ® o.�/ta/2a CLIENT COMMENTS ILLUMINATING OR GLARING OFFSITE. 3t XlEt�T �• 10 / 23 t COMMENTS / 3. LIGHT WILL BE SWITCH-ENABLED NOT MOTION s' 11 11/29/2.3 CUEW COMMENTS SENSORED. THE SWITCH WILL ALSO HAVE A TIMER To 16 �12�j 01/04/23 Cuaon' COMMENTS PREVENT THE LIGHT BEING LEFT ON WHEN NOT NEEDED. A&E PROJECT NUMBER NYNYCO2239A LIGHTING FIXTURE SCHEDULE DISH WIRELESS PROJECT INFORMATION MFG. & CAT. NO. FIX. WATT LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. NYNYCO2239A RAB LIGHTING - SLIM 12Y 12 LED I BRONZE POST MTD. @ 11'-0" A.G.L. 61405 MAIN ROAD, ROUTE 25 Min: 0.05 fc Avg: 1.0 fc Max: 8.2 fc SOUTHOLD, NY 11971 LIGHTING FIXTURE REQUIREMENTS .'• $ Max/Min: 164 CODE SECTION DESCRIPTION REQUIRED PROPOSED SHEET TITLE V�.X.,,,30 r 2020-202A<<ubr,:tg A'w%rAc.,N. EQUIPMENT DETAILS — 2 §172-5(B)(1) NUMBER OF FIXTURES - 2 (1 PER CARRIER, TO BE USED AS NEEDED) §172-5(C)(1) MAX. ILLUMINANCE •05 FOOTCANDLES AT COMPLIES PER THE LIGHTING LAYOUT RESIDENTIAL PROPERTY LINE PROVIDED BY MANUFACTURER SHEET NUMBER §172-5(C)(3) MAX. TEMPERATURE 3,000 KELVIN MAX 3,000 KELVIN Amw5 NOT USED No SCALE 5 WORK LIGHT DETAIL No SCALE 6 DISK Wireless LC. TEMPLATE VERSION 34 — 06/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451 D-70A RF450T-71 A I DIMENSIONS (HxWxD) 2"x5.72"x.25" 0 E O c) DIMENSIONS (HxWxD) 15"x15"x8.9" DIMENSIONS (HxWxD) 15"x16.5"x1Ito WEIGHT: 5.5 LEIS OTY: 6 WEIGHT 61.3 The WEIGHT 94.6 The SPECIFICATIONS: ROUND OR POLYGON POLES 3" �Fyi P� FPS FRONT CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF CONNECTOR TO 7" DIA., 1/4" BRACKET ASSEMBLY CONNECTOR - INPUT VOLTAGE LLC INPUT VOLTAGE -36 to 58 VDC -36 to 58 VDC) TM ELM PLAN EEI TRIAD—AB MOUNT 570 SOU 0NS N SoE DRIVE LITTLE-4 DIMENSIONS (HxWxD) 2 x10"x.25" AD P LM WEIGHT: 2 LBS 0TY: 6 SPECIFICATIONS: ANTENNA BRACKET, 1/4" HRPO GUSSET ASSEMBLY EEI TRIAD-AB BOLT, HEX NUT, 1150 FLAT WASHER & Nit" FRONT ROD (iYP) LOCK WASHER O 0 EEI TRIAD-FPS POLE ENGINEERING P c. A I M U i I slQE FRONT ONT � THREADED Fla ' AB yf 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL NO SCALE RRH DETAIL No SCALE 2 MAST MOUNT DETAIL No SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181 —PF-48 FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 71.9"x11.8"x7.its WIDTH 5" DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" OF NE y TOTAL WEIGHT 43.8 LB ELM DEPTH 2'0 WEIGHT 21.82 LEISj `�v��01 K RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8" EI.AH Pdj(( A°ftr'r MOUNTING BRACKET Jr ; TOTAL WEIGHT 1.5 lbs .J 3 00 • HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA o S ERE EON RADOME COLOR LIGHT GRAY NEW, RK LICENSED PROFESSIONAL I ENGHVEER- LICENSE NUMBER:095374-1 CONNECTOR 1 x8-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: JRF JWS JKM MOUNTING { f� PIPE RFDS REV #: 3 ALL OR DISH Wireless LLC e @I I.I.C. APPROVED CONSTRUCTION DOCUMENTS ANTENNA DETAIL No SCALE 4 ANTENNA MOUNTING DETAIL No SCALE 5 SURGE SUPPRESSION DETAIL (OVP) No SCALE 6 SUBMITTALS REV DATE DESCRIPTION CO MSCOPE s a5-10-22 CUM COWENTS -�..--- e 06-01-= aim COMMENTS CDX623T—DS—B DIPLEXR 7 01/03/23 WENT COfAMENTS DIMENSIONS HxWxD) 8.8"x4.9"x4.5" r ( " ' ^'>^ 8 05/17/23 " COMMENTS � , :. WEIGHT 10.14 Ibs 05/18/23 aJENTCOMMENTS LBOar d 10 08/31/23 CL! COMMENTS CONNECTOR TYPE 7-16 DIN FEMALE 11 11/29/23COMMENTS 12 01/04/23 aJENT COMMENTS p000 A&E PROJECT NUMBER GOO NYNYCO2239A RLAR DISH WIRELESS PROJECT INFORMATION NYNYCO2239A Pr,0VED y- 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 P`010 !G POI TOV!N or SOLITHOLD . . DA7 1 { ' SHEET TITLE -� EQUIPMENT DETAILS — 3 SHEET NUMBER A=6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE No SCALE $ NOT IN USE NO SCALE 9 DISH Wireless I.L.C. TEMPLATE VERSION 34 - 06/11/2021 PROPOSEp PREFABRICATED 40" OUTSIDE (TYP) 38 CTC (TYP)EQ-P0S10 B AD — " EQUIPMENT PLATFORM EQL.2 STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT *1017.8 The RUNG WELDMENT QTY 2 MAX LOAD CAPACITY 10,000 Ibs PROPOSED HSS4X4X3/8 COLUMN TOTAL HEIGHT fib" a gm 1-1/2" 1'—fi" TOTAL WEIGHT 47.62 tbs 'WS I PROPOSED " TYP 1 4" NOTES: Z TM L L C 10"X10"X3j8 - (EQL.2 SHOWN FOR CLARITY PURPOSES) Ix BASEPLATE o - All DIMENSIONS SHOW AS "TYP" WILL BE a o0 5701 SOUTH SANTA FE DRIVE GRADE LEVEL THE E FOR ALL LADDER ASSEMBUES o o v ® LITTLETON, CO 80120 _ - �° PROPOSED 5/8" A615 .-. ; o �\ \\ \\ \\ \\ \\ \\ \\ ANCHOR BOLT 0 N % %��% %��% EMBEDED 1'—fi" IN PROPOSED 9 E Q " \\ \ \\ \ '• PIER (TYP.) HHS 2 ') • _ - - - - __ _ _ _ _ = to 003/8" a ! .'; • . PROPOSED COLUMN v� c t "° 10"X10"X3/8" _ — — __ _ _ __ -- — — Aj — " a . •• BASEPLATE to 1 GRATING "� •: v ' z 10' PROPOSED PLAIN CONCRETE PIER 'a • a (4,000 M tV ;" •Go .&— , • • ( , PSI CONCRETE) NOTE: .- •• ' ' • PROPOSED DESIGN OF PIERS WILL NEED A 2K I M Lj' H ®' 10"X10"X3/B" PLATE TO BE REVIEWED AFTER E N t3 I N E E R I N® P.C. ERONT- 1'-fi" ELITE PROVIDES GEOTECH. MORI • N 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL NO SCALE '� EQUIP ENT PLATFORM PIER DETAIL NO SCALE '7 STEEL PLATFORM LADDER DETAIL NO SCALE 3 REcETV_77:_D j 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. E,! �e�� ,;a-n;n� �� 411 AP PR40VED Cy PLAI"""��Ii oG Po D A " G. 10 T kVr! OF SOUTI 7 NEW YO L1C FESSIONAL _. C; ENGINE f�-LICENSE NUMBER:495374-I ,^ - - ► ' i` 31 ! • € IT IS A VIOLATION F ANY PERSON 0 0 LAW FOR UNLESS THEY ARE ACTING UNDER THE DIRECTION r OF A LICENSED PROFESSIONAL ENGINEER, DETAIL lip I \ - ALL CORNERS 3 � �. li TO ALTER THIS DOCUMENT. SCALE 1:4 "\ I' DRAWN BY: CHECKED BY: APPROVED BY: DETAIL E C . e ( v - SCALE 1 :4 4 1 I ; }� JRF JWS JKM RFDS REV E r CONSTRUCTION j 5 S 7 _ DOCUMENTS _. , ,, •�. � . SUBMITTALS . � / S.. �' @., 4 - l F. .Sty.!.• `"i 3�w ` •,: .., REV DATE DESCRIPTION 5 05-10-22 CIMff COMMENTS i ..' 6 06-01-22 CUEW COMMENTS DETAIL C ._r r I; `�` 'K � .., r 7 01/03/23 SCALE 1 :4 `° CU�9 COMMENTS 05/17/23 CUEff COMMENTS 3 ITEM PART NO. DESCRIPTION I QTY. WEIGHT NOTE NO. - - . ..._. ._.._,.__ „.. `�. . �, 05/18/23 ors t GB-03105 3/8"X I"GALV BOLT KIT 14 0.05 LBS , 2 GB-03205 3/8°'X 2"GALV BOLT KIT i 28 0.08 LBS / COMMENTS 10 O+I3/31 23 CULT' 3 G805205 + 5/8"X 2"GALV BOLT KIT > _.._ 28 0.26 LBS ,= "` 11/29/23 3 � '" ��ra 11 CUENT COMMENTS 4 IGWF-03 _ 3i8"GALV FLAT WASHER 4 14 1 0.01 LBS 1 5 `GWF-05 5/8"GALV FLAT WASHER ; 28 ' 0.06 LBS _ 1 -•� ' ' I / CUENT COMMENTS 12 Ot/04/23 6 !MTC396620 POST, HANDRAIL 14 9.96 LBS ~ + ' ` r' - < " <�+ ` A&E PROJECT NUMBER 7 MTC3979HR1 1 HANDRAIL, HORIZONTAL 4 � 16.60 LBSIEEE f .• -'• • - NYNYCO2239A 8 MTC39791AR12 HANDRAIL, HORIZONTAL 2 2 1.1 1 LBS %r ',�' . • , - _ `?... . .MTC3979HR13_ _ _HANDRAIL, HORIZONTAL I 2 b 51 i.BS :`�» A •.•'- __._. _.....__. �`" DISH WIRELESS PROJECT INFORMATION 10 M_TC3979HR}4 HANDRAIL, HORIZONTAL I 2 5.44 LBS _ ._ 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD ^ _ 16.52 LBS NYNYCO2239A 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD I 1 ___ 20.83 LBS `----`-REMOVE UPRIGHT POSTS(MTC396620) 13 J Tc3979HR17 PLATE, HANDRAIL TOEBOARD nn., %^ wb, s LBS _ BOLT IN 4"X4" TUBE FORM C3983 fi 1405 MAIN ROAD, ROUTE 25 14 MTC3979HR18 PLATE, HANDRAIL TOEBOARD 1 I 5.37 LBS USE TS1275 IN PAIRS TO ATTACH __ .._ ... . __ __ .. _.__. ._.. . _ - .__ ; _-- SOUTHOLD, NY 11971 15 MTC3979HR 1 ' ANGLE BRKT, HANDRAIL 12 1 0.32 LBS TOEBOARDS. 16 W TS1220 .. — 12-24 X 2"SELF DRILLING SCREW I 16 ,� . o 03 LBS w _ US TS1220 IN PAIRS TO ATTACH _....._� .. _ TS1275 TEK SCREW #12 X 3/4,WITH NEOPRENE WASHER 48.. 1- 0;02 LBS HANDRAILS TO 4X4 POSTS. .. . ----REMOVE UPRIGHT POSTS{MTC396620 SHEET TITLE BOLT IN 4"x4" TUBE FOR CANOPY APPLICATION EQUIPMENT DETAILS -- 4 I USE TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER Am7 EOUIPMENT PLATFORM HANDRAIL DETAIL NO SCALE �. 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. ;.� , . '.r 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY 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. WM'1 s TM LLC 2. ALL ELECTRICAL WORK SHAD. BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL I STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRIVE LITLETON, 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 SHAD. 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. y „, 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. I M 0 OT ENGINEERING P.C. 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. 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. 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 1 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 ; \ N CONDUIT (LENGTH: 28 —0 t) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG RECEIVED } ` _ oN oa„n?nq [bard i NEW YORIC'E 1 PROFESSIONAL x x x-------x x x x x x x x x ENGINEER"-LICENSE NUMBER:095374-1 x ( p 4 IT IS A VIOLATION OF LAW FOR ANY PERSON, - _ p UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, i PROPOSED DISH Wireless LLC TO ALTER THIS DOCUMENT. s—x IL .: UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY: APPROVED BY: K PROPOSED UNDERGROUND FIBER JRF JWS JKM % CONDUIT (LENGTH: 18 r I REDS REV #: 3 -x-1 MIN 11 11 1 IN x f I CONSTRUCTION x - DOCUMENTS ax x x x x x x x x x x x a I SUBMITTALS �- - REV DATE DESCRIPTION 5 0-10-= Woff COMMOM a 08-01-22 CUENT COMMENTS 7 01/03/23 CLJEW COMMENTS i EXISTING PAVED PARKING AREA 8 05/17/23 gJEM EMS I 9 05/18/23 WENT COMMENTS 10 00/31/23 WEN COMMENTS' EXISTING BUILDING APPPOVED BY 11 11/"/23 CUE r COMMENTSL UL 11NIIOVG E :RO 12 01/04/23 CIJWCOMMENTS TOV-Vtl Or c' UTf-!0- I A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION H. ILI NYNYCO2239A I 61405 MAIN ROAD, ROUTE 25 i SOUTHOLD, NY 11971 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER 12' 8' 4' 0 10' 20' Eml UTILITY ROUTE PLAN 3 32»=1'-0» 1 ELECTRICAL NOTES No SCALE 2 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. 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 O O ® FIBER DISTRIBUTION PANEL. MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 12AWG WIRE , ( -•.-- PROPOSED DISH Wireless LLC NOTE: FIBER PROVIDER ftu MT. LLC 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TAIL) PROPOSED FIBER WILL NEED TO PROVIDE AN L.L.C. STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS CO FIBER ENCLOSURE PROPOSED DISH Wireless LLC NtD, IF REQUIRED ADDITIONAL 5FT UNISTRUT, REQUIRED TO MEET NEC STANDARDS. n L.L.C. UNl 2 UNBOLTS WITH 4 NUTS, �] p }N THE EVENT TF}E 5701 SOUTH SANTA FE DRIVE 51J 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 - LINE UP WITH CURRENT COORDINATE WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC L.L.C. UNI SPACING BELOW I PROPOSED FIBER PROVIDER IN IN OUT 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC L.L.C. 1-1/4" FLEX CONDUITS--- VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE WILL NEED TO BE POWER TO FIBER PROVIDER NIO ::::�> FIBER PROVIDER TO PUNCH TOP OF 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. TERMINATED BY FIBER PROPOSED DISH Wireless LLC INSTCALLBIOX 104"NLIQU LID IQUID ENCLOSURE AND PROPOSED DISH PROVIDER ON OTHER SIDE OF / Wireless LLC L.L.C. BULKHEAD/LC TO LC L.L.C. 12 AWG WIRE (6 CONNECTORS, UL LISTED, NYLON 6. CONTRACTOR SMALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT - MATERIAL, WITH 0—RING GASKET r..,.: BREAKERh.:,. 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 Li PROPOSED FIBER PROVIDER L.L.C. FDP TELCO BOX & NID A I, I M T FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER --•--- PROPOSED DISH Wireless LLC ENGINEERING P.C. S. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLC 0 O OF WAY TO STREET, L.L.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. L.L.C. PROPOSED DISH Wireless LLC ER�SH Wireless LLC TERMINATED TO FDP L.L.C. SE li Ass LLC 90 E. HALSEY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. "``�-- PROPOSED DISH Wireless LLC 12 AWG WIRE L.L.C. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL 1-1/2*DISH W,reP1OWERess }!}_C OM CCABINET L.L.C./l ��g � IN 1-1/2* FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. INSTALLS 1-1/2" CONDUITS �ROPOSEFIDBDISH 01Mireless LLC PROPOSED DISH Wireless LLC p D --- PROPOSED DISH Wireless LLC I 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 COMMMERCIAL FlBER VAULT 1-1/2" POWER FROM CABINET COMMERCIAL FIBER VAULT 71. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. f NEW ELECTRICAL NOTES No SCALE 1 DARK TELCO BOX — INTERIOR WIRING LAYOUT No SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT�OPTIDNAL) No SCALE 3 *. >� ,- 3 ER'_6r_1� ' N NEW YO n SIONAL ENGINEER-L ER:095374-1 PROPOSED 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 (BY OTHERS) PROPOSED DISH Wireless OF A LICENSED PROFESSIONAL ENGINEER, LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: APPROVED BY: CABINET POWER SECTION F , _._._DJRF JWS JKM M M M M M # I 200/3 'a.. " �F RFDS REV #: 3 2 nold row;�- U AL N --- CONSTRUCTION PROPOSED DOCUMENTS PROPOSED DISH DISH Wireless LLC 200A, Wireless i 120/208V, 10 3W LLC SUBMITTALS I AC CABINET TELCO PROPOSED CABINET MESA CABINET REV DATE DESCRIPTION (BY OTHERS) t*'rPt0��E r 5 0`5—t 4-22 CU1�T COMMENTS SEE TRENCHING NOTE 1 2" RGS PL,M!p".fiI•IG E APO 6 06-01-22 gUp,R E� BACKFlLL PER SITE .� T01 VN! OF SOUTH`DLD 7 01/03/23 QMIIT COMMENTS i TRENCHING NOTES WORK sPEcincATIoNs a 05/17/23 WENT COMMENTS 1. CO CTOR SHAH RESTORE THE TRENCH TO ITS ORIGINAL to 13 (SEE GENERAL NOTES) a DATE . SLOPE TO SUIT SOIL � 9 05/1e/23 opt' COMMENTS aJENr COMMENTS CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE / OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS --- PWR PWR-�--Y— PWR I 1 t tt/2 /23 »/23 cl. I REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 R PWR PWR PWR P MR 12 01/04/23 CIIENT COMMENTS AREAS TO ITS ORIGINAL CROSS / 6" WIDE WARNING TAPE �F A&E PROJECT NUMBER SECTION. BR FBR FBR F m BR FBR \\ / NYNYCO2239A 2. TRENCHING ; INCLUDING, ®-F BUT NOT LIMITED TO SOIL //\ /\\� m 0 PVC SCH. 40 CONDUIT FOR FIBER CADWELD DISH WIRELESS PROJECT INFORMATION 0 CLASSIFICATION, SLOPING, AND \ i BI:iS (CM TO CONFIRM) NOTE.- N Y N Y C 0 2 2 3 9 A of SHORING, SHALL BE GOVERNED z cc z(3 RISER DIAGRAM IS FOR REFERENCE 61405 MAIN ROAD ROUTE 25 i BY THE CURRENT OSHA _� `... o�0 ONLY. WIRE SIZES AND FINAL WIRING TRENCHING AND EXCAVATION ® o ® �// •: •"'.% ,". /\ off_ PVC SCH. 40 CONDUIT j CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFETY STANDARDS. o „� \ ,•«:.:.:.•. \ M o COMPLETION OF UTILITY CONSULT. Z 3. ALL CONDUITS SHALL BE / « .� • GROUND ROD i INSTALLED IN COMPLIANCE WITH r� � � � R i• \ / SHEET TITLE THE CURRENT NATIONAL /� �` UTILITY WARNING TAPE PVC SCH. 40 CONDUR F ELECTRIC CODE (NEC) OR AS ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE AND RISER DIAGRAM JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER Emz TYPICAL UNDERGROUND TRENCH DETAIL No SCALE 4 ELECTRICAL RISER DIAGRA No SCALE 5 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 i I TO UTILITY COMPANY CKUP GENERATOR 120/240V 10 SERVICE GAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA ELtTE®X D�PILANT 120/24OV, 1 PH, SERVICE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY I OVERALL. UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UTIU'tY SERVICE N3R, 65K/10K AIC SERIES RATED. WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75'C) lr`1 ENTRANCE VAC 1 0240 MAIN BREAKER WITH #12 FOR 20A OCPD WIRE DERATING: 0.8 x 25A = 20.OA / INTERLOCKED GENERATOR 1 PH 65K 0®C 200A FEED, 200A 10K AIC (2) PROPOSED #8 FOR 40A OCPD WIRE DERATtNG: 0.8 x 50A = 40.OA N 1.0" EMT CONDUIT77 (3) 3/0 WITH #6 GROUND SURGE SUPPRESSION CONDUIT SIZING: AT 4OX FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. IN 3 SCH 40 CONDUIT DEVICE 140KA MOV WUMEWST. �,. 1.0" coNDurr - .34so SO. IN AREA NEW 200A, 120/24M ItM. 01 02 3.0" CONDUIT - 3.538 SO. IN AREA GFCI PROPOSED 2 8 1 8 SHARED GND. LITTLETON, CO 80120 APPROVED P3R,EFE�ENCWSPU� M 15A 03 :0:4 40A FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE 1� 05 os (2 CONDUIT): USING THWN-a, cu. PROPOSED 2 8 RECTIFIER CONDUCTORS SPACE 07 08 40A FOR RECTIFIER 2 #8 - 0.0366 SQ. IN X 4 0.1464 SQ. IN SPADE #8 - 0.0366 SO. IN X i = 0.0366 SO. IN <GROUND (3) 3/0 WITH #6 GROUND 1 09 9 0 IN 3" SCH 40 CONDUIT S _ 40A PROPOSED 218. 1 8 SHARED GND. FOR RECTIFIER 2 TOTAL 0.1830 SQ. IN 11 12 SPACE 13 RECTIFIER & GFCI CONDUCTORS NEW 24M 200Aa 200AF, 2P, N 3R, SERVICE SPACE 15 16SPACE #12 - 0.0133 SO. IN X 2 m 0.0266 SO. IN RATED DISCONNECT SWITCH. SCCR 100kA SPACE SPACE 8 - 0.0366 SQ. IN X 2 0.0732 SQ. IN 200 �� l7_ 18�--�,_ 8 - 0.0366 SQ. IN X 1 0.0366 SQ. IN <GROUND SPACE SPACE 19 20 TOTAL 0.1364 SO. INA 4mo.0" I M U T H SPACE 2SPACE1 22 ENGINEERING P.C. SPACE 23 24SPACE 1.0" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, �-- a--- INCLUDING GROUND WIRE, AS INDICATED ABOVE.SPACE SPACE 90 E. HALSEY ROAD, SUITE 104 _ PROPOSED 2#12 PARSIPPANY, NJ 07054 FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (i CONDUIT): USING THWN, CU. 4 CU GROUNDING 3 3/0 WITH 6 GROUND 3/0 - 0.2679 SO. IN X 3 = 0.8037 SQ. IN ELECTRODE } { } /ODE CONDUCTOR IN 3" SCH 40 CONDUIT SERVICE FEEDER CONDUCTOR LENGTH TABLE 6 - 0.0507 SO. IN X 1 - 0.0507 SQ. IN <GROUND (BASED ON INDUSTRY STAND 3X VOLTAGE DROP AND 5% NEC ALLOWABLE UMIT) TOTAL a 0.8544 SQ. IN CONDUCTOR SIZES DESIGN LOADS 250 kcmil AL 300 kcmil AL 3/0 CU 4/0 CU 250 kcmil CU 300 kcmil CU 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, -C. UMMUM INCLUDING GROUND WIRE, AS INDICATED ABOVE. ( � �p Z30 130' 155' 145' 180' 215' 255' I ,'.- F N` ,w 3» VOLTS PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, AL �•`ri" �l K� °,� CONTINUOUS(NEC AMICLE ZIO & 220' 260' 240' 300' 360 425' 250kcmil AL - 0.3970 SO. IN X 3 = 1.191 SQ. IN 5% VOLTAGE 2M #4 AL - 0.0824 SQ. IN X 1 : 0.0824 SOAN <GROUND �I 11.NOTES:50 MCM/KCMIL AL + #2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 CU + #6 CU GRD SERVICE CONDUCTOR FROM THE TOTAL 1.2734 SQ. IN DISH Wireless L.L.C. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO LIMIT VOLTAGE �.0 d53� DROP TO 3%. 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, j RE N 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 75'C. INCLUDING GROUND WIRE, AS INDICATED ABOVE. .°' NEW YO I S .} ' FESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI CORROSION ENGINEE - LICENSE NUMBER:095374-1 CONDUCTIVE LUBRICANT ON CONNECTIONS ' NME: • 4 PPC N DISCONNECT CIRCUIT BREAKERS ACCEPT 14 - 300KCMIL AL OR CU CONDUCTORS BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE To BE RATED UL1015, 105 C, 600V, 5. VOLTAGE DROP FOR SINGLE METER ENCLOSURE FED FROM TRANSFORMER WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE-UNE DIAGRAM. CONTRACTOR MAY IT IS A VIOLATION OF LAW FOR ANY PERSON, TRANSFORMER TO PPC. {SERVICE AND FEEDER CONDUCTOR LENGTH} A ? UNLESS THEY ARE ACTING UNDER THE DIRECTION SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. 6. VOLTAGE DROP FOR MULTI-METER ENCLOSURE IS CALCULATED FROM THE DETER TO PPC. (FEEDER CONDUCTOR LENGTH) :,' ` �''t OF A LICENSED PROFESSIONAL ENGINEER, BRF�ICEI7S REQUIRED: 7. VOLTAGE DROP CALCULATIONS ARE BASED ON A POKIER FACTOR OF 1, A LINE TO GROUND VOLTAGE PER CONDUCTOR OF 120V, NO TO ALTER THIS DOCUMENT. CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT-CARRYING (3) 40A, 2P BREAKER _ SQUARE D P/N:00240 CONDUCTORS IN A SINGLE CONDUCT OR RACEWAY. A PO FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN S'" -era - -- DRAWN BY: CHECKED BY: APPROVED BY: (2) 15A, 1 P BREAKER SQUARE D P/N:00115 SHORTER DISTANCES THAN SHOWN IN TABLE. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE 1 DOCUMENTS SUBMITTALS VOLTAGE:240/120 1 O PANEL NAME LOCATION MOUNTING/ENCLOSURE:SURFACE/NEMA 3R MAIN CIS:200 AMPS AVAIL. FAULT CURRENT: REV DATE DESCRIPTION DELTA EQUIPMENT PLATFORM BUS RATING:200 AMPS SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED ""`'` 5 05-10-22 OJENT COMMENTS AMPS AMPS � I��O�/E' �"` POLES WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT POLES 6 06-01-� COMMENTS 15/1 2#12,1 #12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER EQ SEE ONE LINE 40/2 PLt P!vnl4G IROAR-0 7 01/03/23 CLIENT COMMENTS 15/1 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1.50 EQ 6 05/17/23 CIJENT COMMENTS TOI�"� N or S��TI�#O�[� 9 05/18/23 CUENT COMMENTS - SPACE 5 1.50 6 1.50 RECTIFIER EQ SE ON LINE 40/2 SPACE 7 1.50 8 1.50 EQ DATE SPACE 9 1.50 10 1.50 RECTIFIER EQ SEE ONE LINE 40/2q 1 10 08/31/23 CLIENT COMMENTS SPACE 11 1.50 12 1.50 EQ SPACE 13 14 SPACE H. 11 11/29/23 CLIENT COMMENTS SPACE 15 16 SPACE ---I 12 01 0+4/23 CLIENT COMHOM SPACE 17 18 SPACE SPACE 19 20 SPACE A&E PROJECT NUMBER SPACE 21 22 SPACE NYNYCO2239A SPACE 23 24 SPACE PHASED LOAD 4.7 4.7 KVA DISH WIRELESS PROJECT INFORMATION I TOTAL CONNECTED LOAD 9.4 kVA 39 A TOTAL DEMAND LOAD 9.4 kVA 39 A NYNYCO2239A LOAD CONN. LOAD DEMAND DESIGN LOAD R TYPE DESCRIPTION KVA AMPS FACTOR KVA AMPS fi1405 MAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 SOUTHOLD, NY 11971 R RECEPTACLE 0.4 1.5 NEC 0.4 1.5 M MOTOR 0.0 0.0 NEC 0.0 0.0 H HEATING 0.0 0.0 1.00 0.0 0.0 AC HVAC 0.0 0.0 1.00 0.0 0.0 EQ EQUIPMENT 9.0 37.5 1.00 9.0 37.5 SHEET TITLE E EXISTING 0.0 0.0 1.25 0.0 0.0 ELECTRICAL ONE--LINE, FAULT *ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS CALCS & PANEL SCHEDULE SHEET NUMBER PANEL SCHEDULE No SCALE 2 DISH Woreisss LLC. TEMPLATE VERSION 34 - 06/11/2021 I EXOTHERMIC CONNECTION eT It�dS T GTRI©NND ROVDE PROPOSED WITH BUSS BARICU TEST WELL INSULATORS MECHANICAL CONNECTION _w °- #6 AWG STRANDED & INSULATED To t • ® GROUND BUS BAR PROPOSED 4"0270/4" TINNED - •- 2 AWG SOLID COPPER TINNED COPPER GROUND BUSSBAR GROUND ROD d In A BUSS BAR INSULATOR TM LL.`„d BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUNDING ELECTRODE GROUNDING LEGEND 5701 SOUTH SANTA FE DRIVE } SYSTEM 4 LITTLETON, CO 80120 BOND H-FRAME POST TO ® PROPOSED TOWER GROUND RING UNI-STRUT (TYP.) I / '✓ \ (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE -- ----- ~~�-~[ 'r- SUPPORT POSTS TO 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND(s) - - .� COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING ®.. (yYP ALL P0STS) PROPOSED TOWER REQUIREMENTS AND MANUFACTURERS SPECIFICATIONS. V�BYO�lRS) 3. ALL GROUND CONDUCTORS SHALL BE COPPER; 2 AWG BURIED GROUND �:__ ' � ( PER, NO ALUMINUM CONDUCTORS SIiALL BE USED. IMm `�H RING 30" BELOW GRADE ip 1 .A: /2 TINNED SOLID IN 1/2" ! p °� ' GROUNDING KEY NOTES ENGINEERING P.E. MIN. LIQUID TIGHT CONDUIT FROM24" BELOW GRADE - I p ° • ° ° ®1 ' ° ° p ' EXTERIOR GROUND RING: 2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW 90 E. HALSEY ROAD, SUITE 104 I CA WITHIN 3 TO 6 OF o ' ° ' GRADE OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY PARSIPPANY, NJ 07054 CAD-WELD TERMINATION `` p � � MAYFLY 24 INCHES FROM THE EXTERIOR WALL POINT. EXPOSED END OF �____, l p 4 I`i / OR FOOTING. THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH e.�yr._«..«..�s�r_ \ ` ,° p ° T,QM M GROUND LNG, THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICANE CAULK. (TYP) ` �� e AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE Q 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. J 1NTERIQR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE ® __ - PERIMETER 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 `�0 F Nil\. BOND EQUIPMENT AS INSULATED CONDUCTOR. /' c�'\�� •{ K ` f\ REQUIRED BY MANUFACTURER BQNO TO INTERIOR GROUND [SING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHAD. BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE - PROPOSED EQUIPMENT GROUND RING TO BUILDING. ' ct EXISTING TOWER GROUND RING (TOTAL 2) GRONG ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND r� > _r- s RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DR TO THE DEPTH OF ERE , GROUND RING CONDUCTOR. EQUIPMENT GROUNDING PLAN � ,NEW YfJRK LICENSED PROFESSIONAL TYPICAL E NO SCALE CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER-LICENSE NUMBER:095374-1 F FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. IT 1S A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION },j=H PINE 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 _-_- j USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY: APPROVED BY: PROPOSED EXTERIOR CABLE ENTRY PORT GROUND SRS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND JRF JWS JKM BULKHEAD ("TYP) I I TO GROUND RING WITH A 2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTH ERMIC WELD AND Q INSPECTION SLEEVE. RFDS REV #: 3 EXISTING MAST PROPOSED JELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ' "NA ') ( I `,,;, ERAME OR CONSTRUCTION ROUND MEMBER i J IS NOT ISOLATED FROM THE EQUI THE BONDING PMENTS AL FRAMEWORK.EQUIPMENT ES SHAH BE THE GROUND BUS THAT ADAPTER PROPOSED IDOCUMENTS STEALTH CANISTER I ' IM108 -UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A } 6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS 111111/61l/1/1/l1/l1/19s116111D911/lll INTERIOR GROUND RING. 3/8" HEX OR I ( REV DATE DESCRIPTION EXISTING MAST FILLISTER BOLT I I EENCE AND GATE NDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS s 05-10-22 WW COMMMS BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID LOCK WASHER I TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 6 1-22 CU 6"x2" GROUND FIAT WASHER ( GATE POST AND ACROSS GATE OPENINGS. 7 01/03/23 QM eM BUS __ RI08 UNIT DON METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED s 05/17/23 WENT COMMEM 6*x2m GROUND Q TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE 9 05/18/23 CIJIDIT COMMSM BUS BAR EXISTING MASTCOMMEM --- aaaaaaat`aaaaaaaaaaaaaaaaaaaaaaaaaauICE BRIDGE SU : EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE G 10 es/3t/23 cuan' I TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 1 t tI / COMMEM GROUND RING. ROUND MEMBER 12 01/04/23 0JENr COMMM ADAPTER STAINLESS STEEL ( ( DURING ALL. DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER HOSE CLAMP F2 AWG STRANDED OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND STAINLESS STEEL » « I I COPPER GREEN INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE N Y N YC 0 2 2 3 9 A HOSE CLA ( MP x2 GROUND BUS INSULATED (1'YP) G CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND (TOTAL OF 1) I 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 TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. S0UTH0LD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING ELEVATION t PPP 'QED BY SHEET TITLE t~'LA,I'�I'llT�f� L'O�'�I�L3 , � � GROUNDING PLANS OF SQIUTI°1OLD € � AND NOTES ! I; DATA .._. .,^.2ing Board 21;�2_i ._ss__.v _� A - I SHEET NUMBER TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 r MOTES { NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING MU REQUIRED WHEN PROPOSED GPS UNIT ANTENNA IS LESS THAN 10' FROM CABINET it=11p s, �— --_..._.._—__.-------------_ � PROPOSED GPS UNIT _.___._------------- J I ft- IGWT. L LC PROPOSED PIPE COLUMN° i PROPOSED POST #2 AWG GROUND i CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE -- LITTLETON, CO 80120 I PROPOSED GPS UNIT i I MOUNT OR APPROVED I PROPOSED PIPE CLAMPS I EQUIVALENT I PROPOSED DISH i I Wireless LLC I L.L.C. POWER I I 0 PROTECTIVE I ° I ` CABINET RESERVED SPACE FIBER _ NID, IF REQUIRED L 0 RECEIVED 9 r p+ bar ,�� I I r_ b 1/2" COAX CABLE 81' Addr IMNLJ'TH , r P 1 .�rsutt�olci lcawi�-- MINIMUM BENDING RADIUS ( i_ , ENGINEERING P.C. t� (arming Board PER CABLE MANUFACTURERS `� ------ ---------� SPECIFICATIONS �/' i U ————————_ 1 —- TO GROUND 90 E. HALSEY ROAD, SUITE 104 I f PROPOSED I l i PARSIPPANY, NJ 07054 NO SCALE ; �; DISH Wireless.�c�s '; TYPICAL GPS UNIT GROUNDING NO SCALE 2 1 4 I SAFErY SWITCH. i �Ir i i INSTALL IF I I I Il REQUIRED BY t LOCAL UTILITY COMPANY PROPOSED TELCO I I I I ,� III ,.•/ FIBER ENCLOSURE N 1✓ J C_� ��'�Y ��.� `` r , p a PROPOSED #2 RWG TIE / � ,:its, ^ I/ I INTO GROUND RING (TYP) JE ON —4, F—I �� PROPOSED PLATFORM NtW YORI4' ROFESSIONAL #2 TINNED SOLID IN 1/2" MIN. UQUID i �, ® �, 1NGINE - LICENSE NUMBER:095374-1 TIGHT CONDUIT FROM 24" BELOW GRADE ° BUSS O O � o ` TO WITHIN 3" TO 6" OF CAD—WELD 0 o — '"` ® O 0 0 0 0 ® ;TERMINATION POINT. EXPOSED END OF k6m C== IT IS A VIOLATION OF LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE ( BOND EQUIPMENT I i SEALED WITH SILICONE CAULK. (TYP) 1 t GROUND BAR TO t I \ UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, I I TO ALTER THIS DOCUMENT. t GROUNDING ELECTRODE _ I SYSTEM (TYP) PROPOSED GROUND RING DRAWN BY: CHECKED BY: APPROVED BY: OU ; ► I 00 JRF JWS JKM BASE CONNECTION PROPOSED REDS REV #: 3 GROUND 2 GROUND RING CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL NO SCALE 1 OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12" DIA x 24" DEEP s 05_10_22 CUEM. COMMENTS INSPECTION SLEEVE PVC #2 TINNED SOLID IN 1/2" MIN. UQUID OR SOIL PIPE WITH CAP 6 06-01-22 CLIENT COMMENTS TIGHT CONDUIT FROM 24" BELOW GRADE OR EQUIVALENT 7 01/03/23 CLIENt' COMMENTS TO WITHIN 3" TO 6" OF CAD— PIPE � TERMINATION POINT. EXPOSED END OF 1-11'—®" a I oS/17/23 cuElvt COMMENTS THE UQUID TIGHT CONDUIT MUST BE i FINISHED GRADE s 1 05/18/23 WENT COMMENTS SEALED WITH SILICONE CAULK. / INCLUDE WARNING TAPE WITH 6, . 0 p U .p , p. .p . .p. p . .p. p . . p. l p .O`Q. n.'•O ,q,c]. p. •O .O'p. p -O p.'•O :o*n, p.'•O.p' q.'•O .O,p. C BACKFILL PER SPECIFICATIONS 10 08/31/23 CU COMA .p �•'0 ;O O � .Q O ap,,p0 . D. p op .O p,�p. C7 .p� p.UO , GRADEm. a � / / /\/\/\/\ \/\/\�� \/\?� 11 11/2�/23 cx�ENrCOMMENTS ILj Ln \\\\\\ \\ \\ \\ \\ \\ \ \\ 12 01/04/23 WENT COMMENTS X\/ / /\/ A&E PROJECT NUMBER EXOTHERMIC CONNECTION caZno NYNYCO2239A ca =ca DISH WIRELESS PROJECT INFORMATION 3/4 CRUSHED STONE OR EQUAL FILL TEST WELL TO ® NYNYCO2239A WITHIN 2 OF TOP OF GROUNDING LOOP CONDUCTOR xGROUND RING, #2 AWG 61405 MAIN ROAD, ROUTE 25 SOLID BARE TINNED SOUTHOLD, NY 11971 CADWEL (TYP) GROUND RING ' / ' COPPER-CONDUCTOR. #2 AWG SOLID TINNED RLAV"IV BOArl) SHEET TITLE TIE INTO EXISTING COPPER CONDUCTOR T0V.1t,,! or SOUT1101.1) GROUNDING DETAILS GROUND RING Li EXTERIOR GROUND RING �--.. �"`''`�---GROUND ROD, 1/2" MIN. x 8'-0" DATE LONG COPPER CLAD STEEL I - ? - (ERICO #625880) jff SHEET NUMBER r p 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 LLC. TEMPLATE VERSION 34 — 06/11/2021 f fi{ i i 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. NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) 3 W TO BE VISIBLE (TYP) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. a 12" MIN S/S SPLIT WASHER (TYP) ALL HARDWARE 18-8 STAINLESS STEEL. INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. HYBRID CABLE \F N md, 17 c1m:S/S FLAT WASHER (TYP)3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUNDL L C BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. -,� LUG (TYP) LITTLETON, CO 80120 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON S/S FLAT WASHER (TYP) THE BACK SIDE. WEATHERPROOFING KIT TIN COATED SOLID (SEE NOTE 3) COPPER BUS BAR S/S NUT (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. 6 AWG STRANDED COPPER 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). CONDUCTOR WITH THWN-2 INSULATION GROUNDED TO GROUND ` BAR (SEE NOTES 1 do 2) E' _ pp Awl 1 r Southo'd `town E N C 1 N E E R I N® P.C. i Planning Hoard 90 E. HALSEY ROAD, SUITE 104 CONNECTION OF .HYBRID CABLE GROUNDING KIT PARSIPPANY, NJ 07054 TYPICAL GROUNDING NOTES No SCALE � TO HYBRID TRUNK N° SCALE 2 LUG DETAIL No SCALE 3 i MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO +^L TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE ALL INTERIOR TWO-HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS ��.----. OF NEP,, `,,. 3/8' DIA X 1 1/2' 3/8' DIA X 1 1/2" r �. �, , 6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND GREEN, 600V, THWN . . . . BAR LOCATED AT MCL I S/S NUT S/S NUT i INSULATION (OR AS PROVIDED o 8 Y S g (BONDED TO TOWER STEEL) - E WITH GROUND KIT) (TYP) S/S LOCK S/S LOCK s i WASHER WASHER — E .Y © S , e` -__ ------- ___--__ ON NEW Y K LICENSED PROFESSIONAL PROPOSED HYBRID TO ��H�T _1'—C..J WASHER T ENGINE R-LICENSE NUMBER:095374-I ANTENNA ') ------- --- ------- __ TINNED COPPER _ TINNED COFPER ____ IT IS A VIOLATION OF LAW FOR ANY PERSON, S/S FLAT GROUNDING BAR —""— S/S FLAT GROUNDING BAR ___ —.,.__ __ UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WASHER �, _—_ WASHER TO ALTER THIS DOCUMENT. EXISTING MONOPOLE --- ------- _-- _____—_ DRAWN BY: CHECKED BY: APPROVED BY: S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) JRF JWS JKM 1/16' MINIMUM SPACING 1/16" MINIMUM SPACING RFDS REV : 3 #6 AWG 2 HOLE LUG (TYP) CONSTRUCTION HYBRID (TYP FOR) DOCUMENTS { TRAY OEIP A R ICE BRIDGETYPICAL INTERIOR TWO HOLE LUG No SCALE 5 TYPICAL EXTERIOR TWO HOLE LUG No SCALE � SUBMITTALS I REV DATE DESCRIPTION EXISTING GROUND WIRE 5 05-10-22 CUENT COMMENYS d 1-22 CUENT CDMMEM EXISTING TOWER PIER/ 7 01/03/23 CLIENT COMA -�- - FOOTING >3 05/17/23 CUENT M GRADE __.� 9 05/18//23 cuW cOMMEHrs 10 088/31/23 CLEW COMMEM INSPECTION 11 11 2g 23 CUE1I40' COMMMS WELL 12 01/04/23 CUENT COMMEM EXISTING A&E PROJECT NUMBER GROUND R{N� NYNYCO2239A l DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 01405 MAIN ROAD, ROUTE 25 �I VED Y SOUTHOLD, NY 11971 rL.ANVIR'G COAED TOVV01 OF SOUTHOLD SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS. ALL MECHANICAL DATE � � � r� GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. { 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED �z I SHEET NUMBER EDITION OF ANSI/TIA 222 AND NFPA 780. TYPICAL ANTENNA CABLE GROUNDING NO SCALE 4 NOT USED NO SCALE $ NOT USED No SCALE DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 { i r i 4 ' LOW BANDS (N71+N26) AWS OPTIONAL — (N29) (N66+N70+H—BLOCK) ..;:.. HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING kn` ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH I4 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 LLC 850 MHz N26 BAND + '� �"" - v/s' '4. N ;<v .. a r .,-.. :. ..,..,,. ,:e ". 'R., :.:''.. .,.. c. _ :fib' ,3.« rrp+tt"`.a` .l:'.S. ik'',"` ^frJ:arc` ;%p,,yk I 700 MHz N29 BAND — OPTIONAL PER MARKET : .: >•.'' w,< ;i .� ' ( ) RED RED RED RED BLUE BLUE— BLUE � . BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND �,,;•� ' z.. A 3 GHz ON ANT/RRH 1 } I , : b �`�� {��: LITTLETON CO 80120 t:r"a4 ,y�,ryn ;.n-. ,3.,,,, m«.�,..,{. :r x ;u.�'; .n;. 'y �a�e:°c :�^+t..�, 'sk. :.'�';' (CBRS WILL USE YELLOW BAND) ..� �� <'��G;� ,.� �,. � r:.. �•' rk.. t s ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE 77777 .3 t hw ORANGE` ORANGE s `� .. �E ORANGE ORANGE p R ORANGE ORANGE � — PO � - — PO ==X--„'�t :'${• ,k;%•3"° - '.r.j y'.i,, `..}t, %,` s-°x``i:y': ;.,qt:+; r:. ". - '^',t Y '^;,d;,p:'. ;'>F, y .,:, g,Y i.r - .'l ".,1., .4 ,Y+•rr s` '.yt .:V,.a;•,u 'J. ..j,(R '"A, %`'R:': R. `:'.'ie.'`h ,i-N,:":�'"' -$,. v P :fix '.a<'ti t,:, ":,r't :� � x. ,tea• ,� ,`. °yr�='' .w �r ALPHA SECTOR BETA SECTOR GAMMA SECTOR ,. p,.,• ,f;.: *":«: ii=,. ...,^a.,,,q.,„ a;. 3'.:"r^ �wrwrw,wwnn +��. �.� rx *: t fi 'ir�`3 .pro,`' .h;.a:;;,, •,�.--',:.s xr .a' r.f arc.. "ig}. .¢;✓ wt+ ;�r '.7v BSI" l RED BLUE GREEN AV MID—BAND RRH 3 (AWS BANDS N66+N70) RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN F,1A 42. ".7 y af. .ri'. :..k r, fn_ t .,{✓. 'a•�-. �Ia-.'..`^: COLOR TO SECTOR BAND '+ "' `�'" ,•tJ ADD FREQUENCY (CBRS WILL USE YELLOW BANDS) PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN 7777 777 PURPLE PURPLE RED RED PURPLE ° 3:, ; . d nx. u. ,, 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 PURPLE PURPLE ;', tt _ pS PURPLE r PURPLE it PO PURPLE PURPLE COLOR IDENTIFIER :t..• )� >. -a. 'a S'. " iy. "LLn Al v. .t IT" ryb .(gyp h PO �6 A d: 1' ,f;�a Y X.wj ',FjYt T6'l� A P77 ILL I C � HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER ; -_ COAX#1 COAX #2 �jj99' 6p nE ", V fFi^o.a INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA} (ALPHA) ALONG WITH FREQUENCY BANDS. ,;., �; }' I Gti41�C;1Ci ffr','�i`i � � EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS RED RED REDLr RED ALL SECTORS, BOTH LOW—BANDS AND �� `,.._. •,i��.7 MID—BANDS. BLUE BLUE n':: a. e I EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN _ ;;;,�f,,°; RED CBRS ONLY, ALL SECTORS. x c! N I EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE` YELLOW `' m MOUNTED RRHs. ' P .; 4. W YOR ► �;� SIONAL PURPLE - M1 af IC BER:095374-I .,, � 4/GINEE 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. _::h;az.` y ,: `X.. - - <x•4:0?y,i3.5",:lt-..J7'; 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 POWER CABLES TO RRH;s 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 °Y : ' ` " ' =} 9 CONSTRUCTION _;�:v,.:.�::. ,,ems ;. _�• �,: STRIPE ONLY RED RED BLUE BLUE GREEN GREEN e DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS MILD ANTENNA Low BAND ANTENNA LOW ANTENNA AND MID BAND1 Low BAND 5 �1�� CUENT coy MENTS B 05--01-22 C'UEN RET CONTROL IS HANDLED BY THE MID—BAND IN IN IN IN IN IN RRH WHEN ONE SET OF RET PORTS EXIST ON 7 01/03/23COMMENTS ANTENNA. vl 05/17/23 CLIENT COMMENTS l:; >e,4, -I"(. "9.. iF;..:r';> ,sk.•:.,�M ;p,n-F"S Rr„ h. w`+9 d.,4 x f-,• `j„f<.:"•.3iJ..is.- SEPARATE RET CABLES ARE USED WHEN RED RED BLUE BLUE GREEN GREEN 9 05/1 /23 CLIENT' CVAMENTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH w: :;y, _ ' ° _: _.,, t0 013/31/23 CLIENT COMMENTS %'.s 'z'•'rr.i' ?raF^;4:.0 +.at•1; :•)€` ir.,:pis°; ,rr,...t _ ,.a,i.,.9 [ ,' 1>',np (. :.` :n•e., . f ",';t t'- - ..;�' �$c�w� .;�7 :.+"*�aiA�ru '{`�: 'ij•f°�t�.: f.e� .;?.,hF-•v i t 11/29/23 CLIENT COMMENTS LOW AND MID BANDS. 'PURPLE ORANGE ". ^':,,,7 ...• _ E PURPLE ORANGE PURPLE ORANGE ,. a. V :,°4<t'♦ �,.,'.". .. ,rra.:.. .T�":.N' 'A.,., 12 01/04/23 CLIENTCOMMENTS R.a. 5 , F�'£.,:yf..1✓!. 'y jF;V: ' �''`' :t+ai'w��•.,'.'3Y,.�:.' 'yyii'.T'c�': � °,ro. ., .^G•;;;:`,•'t,'.''" A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES NYNYCO2239A PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY LINKS WILL HAVE A 1 .5-`-2 INCH WHITE WRAP _ 17, DISH WIRELESS PROJECT INFORMATION WITH THE AZIMUTH COLOR OVERLAPPING IN THE ��`-� °�' W'' MIDDLE. 4` WHITE WHITE WHITE WHITE WHITEwY WHITE NYNYCO2239A NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOR 61405 MAIN ROAD, ROUTE 25 EACH ADDITIONAL MW RADIO. RED RED BLUE BLUE GREEN GREEN SOUTHOLD, NY 11971 MICROWAVE CABLES WILL REQUIRE P—TOUCH WHITE WHITE WHITE WHITE WHITE WHITE A �� BY ! LABELS INSIDE THE CABINET TO IDENTIFY THE ; °-<w' _,.�'" I RED >; BLUE °` ` ' GREEN LOCAL AND REMOTE SITE ID s. n :a. r I WHITE : .-..: . WHITE 7 �D :<:,- ':: :` y = . WHITE p - __ • ,wr 'k' Y' d' P>', tt .s,e"' s: T0V"fLj 01' 1 e �C)L6) SHEET TITLE RF CABLE COLOR CODE .'' SHEET NUMBER R oil 11 1 R.., F CA LE COLOR CODES NOT USED 4 DISH Wireless L.LC. TEMPLATE VERSION 34 — 06/11/2021 r ' AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION 0 ABV ABOVE INT INTERIOR MECHANICAL CONNECTION 13 AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEEL' AFF ABOVE FINISHED FLOOR ! e } CHEMICAL ELECTROLYTIC GROUNDING SYSTEM LTE LONG TERM EVOLUTION r_ AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM T AGL ABOVE GROUND LEVEL MAX MAXIMUM i EXOTHERMIC WITH INSPECTION SLEEVE © AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT L L ALUM ALUMINUM MECH MECHANICAL GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER GROUND ROD �� ANT ANTENNA MGB MASTER GROUND 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE Il T APPROX APPROXIMATE MIN MINIMUM j ARCH ARCHITECTURAL mist MISCELLANEOUS s SINGLE POLE SWITCH ATS AUTO TIC 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 *' I FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48—T8 ( IF BM BEAM NUMBER _ BTC BARE TINNED COPPER CONDUCTOR I�IS NOT TO SCALE ,. BQF BOTTOM OF FOOLING Az. 1MLj1TH k >>t, '?r ENGINEERING P.C.CAB SMOKE DETECTION (DC) SD CABINET OC ON—CENTER . a ;. g.+ , ,., OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION j CANT CANTILEVERED EMERGENCY LIGHTING (DC) OPNG OPENING _ A n',an's M(i Town ^lu�n�ng L3�-�ard _� 90 E. HALSEY ROAD, SUITE 104 CHG CHARGING P/C PRECAST CONCRETE ____a�__�. CLG CEILING PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW CLR CLEAR PCs PERSONAL COMMUNICATION SERVICES LED—1—25A400/51 K—SR4-120—PE—DDBTXD PCU PRIMARY CONTROL UNIT COL COLUMN CHAIN LINK FENCE X X ----- X X COMM COMMON PRC PRIMARY RADIO CABINET PP POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE 0 13 CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE DB4STR CONSTRUCTION PSI POUNDS PER SQUARE INCH LEASE AREA -- -- -- PT PRESSURE TREATED `fit Nr DC DIRECT CURRENTS .�v K z, 1 PROPERTY LINE (PL) -- — — — — — DEPT DEPARTMENT PWR POWER CABINET � E DF DOUGLAS FIR QTY QUANTITY DIA DIAMETER 45 SETBACKS _ — .__. ._.. _._.. _._._...�. ...._._._. ._._ ._. _._.._.. ._... —...._ ..._ —_...——_.— — _ RAD RADIUS ICE BRIDGE T17m DIAG DIAGONAL RECT RECTIFIER >, / REF REFERENCE {� y.. CABLE TRAY DIM DIMENSION REINF REINFORCEMENT J�ttE � �✓ CKE N WATER LINE W W ---- W WW DWG DRAWING REQ D REQUIRED NEW YO LICENSED PROFESSIONAL DWL DO RET I ENGINEER-LICENSE NUMBER:095374-1 UNDERGROUND POWER UGP UGP UGP UGP UGP EACH REMOTE ELECTRIC LT RF RADIO FREQUENCY IT 1S A VIOLATION OF LAW FOR ANY PERSON, UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL. CONDUCTOR RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER OHP OHP OHP EL. ELEVATIaN OF A LICENSED PROFESSIONAL ENGINEER, RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. ELEC ELECTRICAL OVERHEAD TELCO OBIT OHT CIF OHT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT DR RWY RACEWAY AWN BY: CHECKED BY: APPROVED BY: 1 ROUND TELCO POWER UGT P UGT P UGT P UGT P ENG ENGINEER UNDERG / / / / / SCH SCHEDULE ABOVE GROUND POWER AGP AGP AGP AGP AGP EQ EQUAL JRF JWS JKM SHT SHEET EXP EXPANSION ABOVE GROUND TELCO Aar AGT AGT AGT ACT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE RFDS REV #: 3 SIM SIMILAR ABOVE GROUND TELCO/POWER AGT/P AGT/P AGT/P AGT/P EW EACH WAY FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WaRKPo1NT W.P. so SQUARE DOCUMENTS FF FINISH FLOOR SS STAINLESS STEEL SECTION REFERENCE K`xx� FIG FINISH GRADE STD STANDARD FIF FACILITY INTERFACE FRAME STt STEEL SUBMITTALS FIN FlNISH(ED) TEMP TEMPORARY REV DATE DESCRIPTION FLR FLOOR 5 o5--10-22 CUENr Ears THK THICKNESS XX TOWERTMA MOUNTED AMPLIFIER FDN FOUNDATION 6 08-01-22 CUENr COMMEM DETAIL REFERENCE X—X FOC FACE OF CONCRETE 7 01/03/23 cxEW MMMMS TN TOE NAIL FOM FACE OF MASONRY TOA TOP OF ANTENNA a 05/17/23 FOS FACE OF STUD TOC TOP OF CURB 9 05/18/23 OMff COMMMS FOW FACE OF WALL TOF TOP OF FOUNDATION to 00/31/23 CUIEW COMOM FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) 11 11/29/23 FT FOOT FIG FOOTING TOS TOP OF STEEL 12 01/04j23COMMENTS GA GAUGE TOW TOP OF WALL A&E PROJECT NUMBER GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION N Y N Y C 0 2 2 3 9 A GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH WIRELESS PROJECT INFORMATION UG UNDERGROUND GLB GLUE LAMINATED B UL UNDE ITERS LABORATORY N Y N Y C 0 2 2 3 9 A GLV GALVANIZED UNO UNLESS NOTED OTHERWISE t„ ,0N!ED CY 61405 MAIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM ALAMm1IM FOA,RO SOUTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBILE UPS UNRERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD T0�V V, 0r SOUTF.0' 3 HDR HEADER W WIDE WIE- SHEET TITLE HGR HANGER W/ WITH . �� LEGEND A N D HVAC HEAT LATION/AIR CONDITIONING Wo WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT Av%k N -A a LEGEND ABBREVIATIONS i DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 SIT ACTIY,JTY 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 NQ,M- (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, FOLLOWING _E_ LLC L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. D THE LLOWING DEFINITIONS SHALL APPLY. r CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION °'7"' `° 202` . "LOOK UPS - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: 2. .,Oi:fi1110 a I t�`Nn THE INTEGRITY OF THE SAFETY CL IMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC L.L.C. Plan n;�, ��rd REINFORCEMENTS, AND TM L LC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER:TOWER OWNER j NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. e 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND i 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. Ad.1rIMUT" 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 PUNS SHALL ADHERE TO ANSI/ABBE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 90 E. HALSEY ROAD, SUITE 104 GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF PARSIPPANY, NJ 07054 i 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 FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AND/OR OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS j AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY P / SUCH CHANGE OF INSTALLATION. POSSIBLE. F 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 NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY , AND ORDINANCES. CONTRACTOR SHALL ISSUE A LL APPROPRIATE 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, IA� O REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 1VEW� K L I e FESSIONAL 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGI EER-LICENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE. ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START 8, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNIT IS A LESS THEY ARE VI OF LAW FOR ANY PERSON, OLATION UNDER THE DIRECTION OF CONSTRUCTION. NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE TO ALTER THIS DOCUMENT. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UNLESS SPECIFICALLY STATED OTHERWISE. DRAWN @Y: CHECKED BY: APPROVED 8Y: UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE JRF JWS JKM FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDs REV : 3 PROCEDURES. OF INSTALLATION. 11 . ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11 . CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION i LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUTIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNER s 05-10-22 a.EXr crs 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 6 011-011-22 CUENT COMMERM I THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L..L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 7 01/03/23 CUSff COMMEM UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY s 05/17/23 C1.18 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 9 05/18/23 cufNr c REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 10 08/31/23 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 11 11/29/23 12 01/04/23 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, 1F p.pPROVED BY 61405 MAIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANC E WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SOUTHOLD, NY 11971 CURBS LANDSCAPING AND STRUCTURES. ANY PLAVINIM 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, ® � SOUTHOLD OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. DATE�� " 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 `" • / I LOCATION. I 21 . CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. A"% 14 I 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 I QONQRETE, FOUNDATIONS. AND R��RCING 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 1 ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE �� " TM LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENT G NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. 5701 SOUTH SANTA FE DRIVE MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITTLETON, CO 80120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC ( F) SHALL CONFORM TO ASTM A185. ALL 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC L.L.C.". #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE EXPOSED TO EARTH OR WEATHER: ; • #6 BARS AND LARGER 2" EAdZIM T • #5 BARS AND SMALLER 1-1/2 9t,,;;k; ,CT4,; ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: �',,,annlnq Canard • SLAB AND WALLS 3/4" 90 E. HALSEY ROAD, SUITE 104 • BEAMS AND COLUMNS 1 -1/2" PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. I FJ.EMICAL INSTALLATION NOTES: 1 . ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED OF AND TRIP HAZARDS ARE ELIMINATED. % N W 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. *�'��er 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF i c- THE NATIONAL ELECTRICAL CODE. 1 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT e CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE JOIE �' `� � ON RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE �4EW YOR ICENSED PROFESSIONAL GOVERNING JURISDICTION. ENGINEE -LICENSE NUMBER:095374-I 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, UNLESS THEY ARE ACTING UNDER THE DIRECTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. OF A LICENSED PROFESSIONAL ENGINEER, 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE TO ALTER THIS DOCUMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. RFDS REV #: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DOCUMENTS 11 . POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS 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. 5 05-10-= CUM COMMMM 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 5 00-01_22 LUDO COMMMM BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 7 01/03/23 CLIE 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND s 05/17/23 cult COMMMM NEC. 9 05/18/23 tU09 COMM 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 10 08/31/23 WDIT COMMOM EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 11 11/ /2 0I JW commum mum 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE 12 0 /A&E PROJECT NUMBER GRADE PVC CONDUIT. NYN&E NUMBER 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITS FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION 2239A OCCURS OR FLEXIBILITY IS NEEDED. DISH WIRELLESSESS P PRROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET AMOVED CY 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 pL/ t! 1It®C: to o.rAlD 61405 MAIN ROAD, ROUTE 25 NEC. TC3VMN. 0F SOUTHOtD ' 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). DATE 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 1 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 WAIL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT N m 3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 �tOUNDING NOTES: 1 . ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY TM ��-�+ 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 j 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. i 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. x ` ° 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED. A/.Vlmu i H 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. BADE INTERIOR AND EXTERIOR SHALL BE FORMED USING HIGH PRESS CRIMPS. ENGINEERING PC.12. ALL GROUND CONNECTIONS ABOVE G ( ) -- ---?'`�'`';r``� 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. 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 7 a� THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQ 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. f SOLID TINNED COPPER IN 3 4" JER20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE 2 BARE / w AL NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END N GI EE ° ° E :0953 4- ENGINEER- LICENSE NUMBER;095374-i i OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). j 21 . BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO TO ALTER THIS DOCUMENT. THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM i RFDS REV #: 3 i CONSTRUCTION I [DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 CIIMff COMMENTS 0 05-01-22 CLIENT COMM04M 7 01/03/23 CUENT' COMMENTS S 05/17/23 g 05/18/23 WENT COMMENTS 1' 10 08/31/23 CUENT COMMENTS 11 11/29/23 CUENT COMMENTS 12 01/04/23 1 CUENT' COMMENTS A&E PROJECT NUMBER A€�R��O��EO y NYNYCO2239A BOARD DISH WIRELESS PROJECT INFORMATION OF SOUTHOLD __---- NYNYCO2239A DATA �� -�� '' 61405 MAIN ROAD, ROUTE 25 ,, '- SOUTHOLD, NY 11971 3 . SHEET TITLE GENERAL NOTES SHEET NUMBER NM4 DISH fteless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 I 0 PROJECT TEAM GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE CLIENT REPRESENTATIVE MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY 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 CITY, STATE, ZIP: E, PATCHOGUE, NY 11772 CONTACT: TANYA NEGRON PHONE: (516)410-8730 APPLICABLE BUILDING CODES & STANDARDS E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE SITE ACQUISITION FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO lk COMPANY: ELITE TOWERS L.P. "A PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. zil ADDRESS: I S. DURKEE LANE f e I es s 'ornmun �,-.afic�ns Excier CITY,STATE,ZIP: E.PATCHOGUE, NY 11772 1. 2020 BUILDING CODE OF NEW YORK STATE (IBC 2018 WITH AMENDMENTS) eY4 CONTACT: TANYA NEGRON 2, NATIONAL ELECTRICAL CODE NFPA 70,17 PHONE; (5 16) 4I0.8730 E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM 3. 2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) 4. LIGHTNING PROTECTION CODE NFPA 780-2017 ENGINEER JAL. COMPANY: AZIMUTH ENGINEERING P.C. ID SON 5. AMERICAN CONCRETE INSTITUTE 318,14 ADDRESS: 90 E.HALSEY ROAD, SUITE 104 CITY, STATE,ZIP. PARSIPPANY, NJ 07054 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH En.ITION CONTACT: JEREMY MCKEON E C E I V E D S0UTHq!;p : , PHONE: 973.97110068 7, FIA/TIA-222 REVISION H E-MAIL: JMCKEON@AZIMUTHEG.COM 8, TIA 607 FOR GROUNDING APPLICANT/LESSEE rro 9. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 Planning Board COMPANY: ELITE TOWERS L.P. NWI tos�i 10. IEEE C2 LATEST EDITION ADDRESS: I S. DURKEE LANE CITY,STATE,ZIP: E.PATCHOGUE, NY 11772 0 Ir -Tr 11. TELCORDIA GR-1275 12.ANSI T 1.311 V CO-APPLICANT u COMPANY. NEW YORK SMSA LIMITED PARTNERSHIP st 12" 4 PROJECT DESCRIPTION/SCOPE OF WORK d/b/a VERIZON WIRELESS V(s Fr 0,11 z", Q FT� ADDRESS: 4 CENTEROCK.ROAD THIS PROJECT WILL BE COMPRISED OF: CITY, STATE,ZIP: WEST NYACK, NY 10994 ELITE TOWERS: CO-APPLICANT INSTALLATION OF NEW EQUIPMENT COMPOUND, IT-O" HIGH CHAIN LINK FENCE WITH COMPANY: SOUTHOLD FIRE DISTRICT -0—Argh, TIT ""I Sr 17RI de-N r r PRIVACY SLATS, I SO'CONCEALMENT TOWER, MESA CABINET, ELECTRIC METER BANK, ADDRESS: 55135 MAIN ROAD 11 .11 V a 1. m CITY,STATE,ZIP: SOUTHOLD, NY 10994 ELECTRIC TRANSFORMER,STEEL&CONCRETE BOLLARDS s D"Ir Know wines below. 0 NEW 70'-0"x 35'-0" EQUIPMENT COMPOUND WITH IT-O"CHAIN LINK FENCE WITH Call before you dig. PRIVACY SLATS= I 0 NEW I SO'CONCEALMENT TOWER I SHEET INDEX • MESA CABINET= I • ELECTRIC METER BANK = I • ELECTRIC TRANSFORMER= I AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION • STEEL& CONCRETE BOLLARDS=4 SOUTHOLD NY FIRE DEPARTMENT 13 01/02/24 REVISED PER COMMENTS JCM jws Z-0 I TITLE SHEET 12 12/27/23 REVISED PER COMMENTS JCM JWS Z-02 SITE PLAN&NOTES 614v^ 5 u 0 NEW FIRE DISTRICT EQUIPMENT CABINET I 11 11/28/23 REVISED PER COMMENTS JCM JWS NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM I I — Z-03 BULK TABLE NEW FIRE DISTRICT CONCRETE PIER =4 10 08/30/23 REVISED PER COMMENTS JCM JWS NEW FIRE DISTRICT ANTENNA Ir "Tr' J1 - I - Z-04 ZONING INFORMATION • NEW FIRE DISTRICT PTP = 1 9 06/15/23 REVISED PER COMMENTS JRF JWS Z-05 200'RADIUS PLAN so "Okwo) I HO L 19Y 1 VERIZON WIRELESS: 8 05/18/23 REVISED PER COMMENTS JCM JWS Z-06 VICINITY PLAN 7 05105/23 REVISED PER COMMENTS JRF JWS Z-07 500'PROPERTY OWNERS LIST INSTALLATION OF NEW 2'40 C,..)NCRETE PIERS,20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, 6 04/13/23 REVISED PER COMMENTS JRF JWS &4 OT T EQUIPMENT CABINET, DATTERY CABINET,TELCO CABINET, PPC CABINET,WORK LIGHTS, Z-08 COMPOUND PLAN JL I C Lj I DISCONNECT SWITCH,CABLE BRIDGE, PANEL ANTENNAS, RRH'S& DIPLEXERS. 5 01/03/23 CLIENT COMMENTS JCM JWS Z-09 EQUIPMENT PLAN SUF 'ff OL N NEW T-O"O CONCRETE PIERS= 6 REV DATE DESCRIPTION DRAWN CHECKED Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NEW 20'-0"x I 0'_0"STEEL EQUIPMENT PLATFORM I ly _1y NEW EQUIPMENT CABINET = I Z-1 I ELEVATION NEW BATTERY CABINET= I Z-12 CONSTRUCTION DETAILS- I SITt A.04 NEW TELCO CABINET= I NEW ppC CABINET = 1 Z-13 CONSTRUCTION DETAILS. 2 NEW WORK LIGHTS =2 maw NEW DISCONNECT SWITCH I K Z-14 EQUIPMENT DETAILS- I I m wit NEW CABLE BRIDGE = I Z-15 EQUIPMENT DETAILS-2 00 63 0 L NEW PANEL ANTENNAS=2 PER SECTOR, 6 TOTAL Ire., Z-16 FIRE DISTRICT EQUIPMENT- 1 15 V %W01ONC: NEW RRH-3 PER SECTOR,9 TOTAL NEW DIPLEXERS = I PER SECTOR, 3 TOTAL(AT EQUIPMENT) Z-17 FIRE DISTRICT EQUIPMENT-2 NEW TRIPLEXERS= I PER SECTOR, 3 TOTAL (AT EQUIPMENT) NEW TRIPLEXERS = I PER SECTOR, 3 TOTAL(AT ANTENNAS) Z-18 2007 INSURANCE FLOOD INSURANCE MAP AERIAL MAP VICINITY MAP r-7 kEON 2 �4 'w NEW RK LICENSED PROFESSIONAL N E R "4 IZI 7� ENG EER-LICENSE NUMBER:095374-1 R AREA OF WORK AV W E 'Av SITE INFORMATION AREA OF WORK N,, BUDD'S POND MARINA INC. X PROPERTYITOWER OWNER NAME: 0t SITE NO: ALBERTSON MARINE ADDRESS: 61405 MAIN ROAD tv 0, 'ZIP: SOUTHOLD NY. 11971 CITY,STATE, V x;1000 5 DISTRICT: - "�* , " 61405 MAIN ROAD SECTION 56.00 _50 r, SOUTHOLD, NY 11971 Y_l "N OUNTY SUFFOLK C SUBJECT BLOCK/LOT: 3/15 CONTIGUOUS LANDLORD-OWNED LOTS: 13.4, 1,2.2 44, SITE TYPE. LATITUDE: 41.076024 150'.0" CONCEALMENT POLE ee -72.406034 LONGITUDE: 4 LAT./LONG.TYPE: NAD 83 ITIE '1).C.,LLC ALL COPYRIG ffr(c�2023,AZIMUTH ENGINEERING SERVO) 20"431ftACYN A RICATTS RL FEMA MAP BASE FLOOD ELEVATION 6'AMSL PUPWANT To Rot mmom Tm,-,N conn!lrcr v 0""GES 711AT THE CONj)r j" -VU-VALS F0'711 INTIT-- FF_S,XILrf 10N, Ent mkm no 17 or Arpr IYA L IDATr,->v �A"F ACCEPTLD(SEE CON0117"O.N1 14y.,MOIAM X V 4 4 X FAA I A GROUND ELEVATION TAMSL o, X Q EQUIPMENT ELEVATION TABOVE GRADE k '4� t 4 i fa A AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE& EQUIPMENT COMPOUND wq X -A ZONING/JURISDICTION: TOWN OF SOUTHOLD ro%�TN.oF so I *"'%ING FOARD NIN 4, & TITLE SHEET c ZONING DISTRICT: M-11-MARINE 11 "N X I�PIT L Si(;N A % &4 AL K�RT MARINL� VERI REL NAM LD LD RE MAIN R AD D NY K Ty Typ EALMEN .1 E i�EE NEW RK LI EN ED r W C S NG EER LICENSE NU A x'. -4,CURRENT USE/PR OPOSED USE: UNMANNED TELECOMMUNICATION FACILITY x, N07T:ITT 0--ovrasAp FACILITY IS UNMANNED AND NOT FOR HUMAN r11 V�m 6- f loin ph all wp��fer a I-rl-1 ofY. HANDICAP REQUIREMENTS: of P�W'�S"11"v A-11-1.72k -01 z 01 HABITATION. HANDICAPPED ACCESS NOT REQUIRED. ao v,, NOTES: 41 1 LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING STRUCTURAL ANALYSIS, APPROXIMATE PARKING AREA TO BE CONFIRMED WITH LANDLORD UPON 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC, IN ACCORDANCE W I TOWN APPROVAL OF THE FACILITY WITH STRUCTURAL ANALYSIS. DESIGN. AREA TO BE KEPT OPEN AT ALL TIMES FOR EMERGENCY PURPOSES 3. TRUE NORTH BASED ON GOGGLE MAPS. PROPOSED 70'-0" x 35'-0" EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. UCOMPOUND (SEE SHEET Z-08) FRESHWATER WETLAND 1� BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND 0 /000 +1 ENGINEERING, SURVEYING, SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & LANDSCAPE ARCHITECTURE AND DATED 10/24/1 S. CO GEOLOGY, P.C., ON MARCH 22, 2023. 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. 7, THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR Pz 0 :1 PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY _j SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. 0 u ' OUTHOLDi co uj 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR p A TO NEAREST BUILDING-ON ADJACENT PROPERTY MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE FACILITY FOR BOTH FIRE AND INTRUSION, 80'.01 0 1 0 TO FENCE 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE COMPOUND IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 113 To rl CONCEAL MENT POLE A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS r r pq AND REQUIREMENTS. El +1 B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, z 0 STANDARDS AND REQUIREMENTS. )N EXISTING NON. "NEW YORK UNDERGROUND PLANT LOCATION PROPERTY LINE 10. CONTRACTOR SHALL CONTACT SERVICE" AT 1 -800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN LIMITS OF NYSDEC FRESHWATER THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. Knowwlhat's below, WETLAND 100 FOOT ADJACENT Call b(,foreyoudig, )110 AREA AND TOWN OF SOUTHOLD 11 . CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY v so WETLAND JURISDICTIONAL AREA COMPANIES REQUIREMENTS. O RPO(l AS SHOWN JKM 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. 47�0 ON 13 01/02/24 REVISED PER COMMENTS JCM JWS To PENCE 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 12 12/27/23 REVISED PER COMMENTS JCM JWS COMPOUND PRE-CONSTRUCTION CONDITIONS, I 1 11/28/23 REVISED PER COMMENTS JCM JWS -off 86 10 08/30/23 REVISED PER COMMENTS icm jWS 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER Lu To CONCEALMENT RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. _j ENT POLE 9 06/15/23 REVISED PER COMMENTS JRF jWs 0 CL 8 05/18/23 REVISED PER COMMENTS JCM JWS z F- 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD t 7 05/05/23 REVISED PER COMMENTS JRF JWS +1 z IMPROVEMENTS ARE PROPOSED. D 6 04/13/23 REVISED PER COMMENTS JRF JWS 101-011 < 0 LLJ 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 5 01/03/23 CLIENTCOMMENTS JCM jvvs WIDE u DRAWN CHECKED z o 0 REV, DATE DESCRIPTION BY BY Cut Ln UJ v u 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. LIMITS OF NYSDEC FRESHWATER u A 0 z 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL. CONSTRUCTION LEVEL WETLAND 100 FOOT ADJACENT uj U-REA AND TOWN OF SOUTHOLD DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE % DRAWINGS. WETLAND JURISDICTIONAL AREA 0 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P.C. SIGNED BY STEPHEN Et RAVN P.E. L.S. LICENSE #49664 & or, PROPOSED POWER AND FIBER CONDUITS TRENCHED DATED 10/24/18. FROM STREET TO PROPOSED COMPOUND. ROUTE in MAY CHANGE ONCE THE CONSULTS ARE COMPLETED EON -x�E R�,E C F_:1 V D - � - - — NEW YOR LICENSED PROFESSIONAL 41 1 1 ENGINEER-LICENSE NUMBER:095374-1 ------------ L _0611101( -I-own W2Planning Board ® Ell m �=111 in Im im In is Im cm= rml m APPROXIMATE SITE ACCESS SITE NO-, ALBERTSON MARINE ROUTE TO BE CONFIRMED WITH LANDLORD UPON TOWN APPROVAL OF THE 61405 MAIN ROAD FACILITY DESIGN. AREA TO BE KEPT OPEN AT ALL TIMES FOR COORDINATE SYSTEM: NAD83 APPROVED BY SOUTHOLD, NY 11971 (2001) NY SP FEET LONG ISLAND EMERGENCY PURPOSES PLAVt,!1fvG rOtRD, SUFFOLK COUNTY TOE' U OF SOUTHOLF) SITE TYPE: DATE -7q 150'-0" CONCEALMENT POLE vow WCOPYRIGIrr ron 2023, LWC AZIMUTH ENGINEERING P.C.,L ALI.3 IUG IITS RLSERIVED FRESHWATER WETLAND UNDERGROUND SERVICE ALERT - NEW YORK 811 BOUNDARIES DELINEATED BY VHB UTILITY NOTIFICATION CENTER OF NEW YORK ENGINEERING, SURVEYING, (800) 272-4480 LANDSCAPE ARCHITECTURE AND WWW.NEWYORK-81 LCOM GEOLOGY, RC., ON MARCH 22, 2023. CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Know what's below. SITE PLAN & NOTES Call before you dig. ___j GRAPHIC SCALE 2,0' 10, 0 20' 40' Z-02 I SITE PLAN (IN FHT) I SCALE. 11'- 201-01'FOR 22"04"DRANVINGS " SCALE. 1/2" = 20'-0"FOR I Vx17 DRAWINGS REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE X\AI WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-11. 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION, 260-70 E. GUYED OR LATTICE ANTENNASUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280-70 F. ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT FROM ALL JURISDICTIONAL AGENCIES: 280-70 F.(1) WETLANDS,TIDAL AND FRESHWATER, COMPLIES 280-70 F.(2) LAND ABOVE HIGH GROUNDWATER(WITHIN 10 FEET OF THE SURFACE). COMPLIES 280-70 F.(3) LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS, COMPLIES 280-70 F.(4) COASTAL EROSION HAZARD AREAS. COMPLIES 280-70 F.(5) DESIGNATED PARKLAND, COMPLIES FALL ZONES.AN ANTENNASUPPORT STRUCTURE MUST INCLUDE AN AREASURROUNDING IT THAT IS FREE OF OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.A SMALLER FALL ZONE MAY BE BYA REPORT SUBMITTED BY A QUALIFIED STRUCTURAL ENGINEER.THE ALLOWED IF SUPPORTED 300'FALL ZONE REQUIRED;23'-0'FROM NEAREST 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURE ON PROPERTY;STRUCTURAL REPORT CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BYTHE TOWN THAT DEMONSTRATES THAT A PROVIDED AS PART OF APPLICATION SUBMISSION SMALLER FALL ZONE IS APPROPRIATE AND SAFE,THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. 280.70 I. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,M1,M11,B,AND HEI ZONING DISTRICTS ARE SUBJECT TO THE FOLLOWING RESTRICTIONS: Al 280-70 1.(1) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON COMPLIANT:M-11 MINIMUM LOT SIZE:80,000 F"I'41Lru SF EXISTING LOT IS 41,346 SF jN11! il "j(, UTHOLD ) , PROPOSED MONOPOLE HEIGHT:150'41 28040 I.(2) MAXIMUM HEIGHT:80 FEET, NOVI VARIANCE OR WAIVER REQUIRED %-I.I • Planning Board IAL PROPERTY LINES OR STREETS MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENT A 2M701,(3) OR, SHALL BE NO LESS THAN 500 FEET. 8'-U'TO ADJACENT PROPERTY LINE SITE DESIGN STANDARDS,ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY 2M70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS,TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: SETBACKS,ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS (REFER TO BULK REQUIREMENTS CHART ON SHEET Z- 280.70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE 03) LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. SIGNS,SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS,WHICH ARE REQUIRED,SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFORMATION SIGN AND RF SAFE-TY Sic=To 13E 280-70 N.(2) NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS, INSTALLED ON EXTERIOR OF CO MPOIJND FENCE CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE 13 NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES FEET IN SURFACE AREA Know w,mes below. 11 U BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH Call before you dig. OR BULK "E' UIRO'EMENTS F ZONE M-11 (MARINE 11) 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 DISTRICT APPLICABLE TO NO SHELTERS ARE CURRENTLY 280-70 N.(3) PROPOSED.THIS WILL BE TAKEN INTO THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAY BE PROVIDED FOR SERVICE CONSIDERATION UPON FUTURE PROPOSALS VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED AS SHOWN WAS JKM WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. 13 01/02124 REVISED PER COMMENTS JCM jWS BASE EQUIPMENT LANDSCAPING.ASCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE 12 12/27/23 REVISED PER COMMENTS JCM jWS OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE 11 11/28/23 REVISED PER COMMENTS JCM jWs PUBLIC.THE SCREEN SHALL CONSIST OF A DOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF NO LANDSCAPING TO BE PLANTED AROUND 00 MPO UND 280-70 N.(4) SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED NON COMPLIANT 10 08/30/23 REVISED PER COMMENTS JCM JWS FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE 9 06/15/23 REVISED PER COMMENTS JRF jWs INSTALLATION. 8 05118/23 REVISED PER COMMENTS JCM jWs SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC 7 05/05/23 REVISED PER COMMENTS JRF jws WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING I 280-70 N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT COMPLIES 6 04/13/23 REVISED PER COMMENTS JRF JW S SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAAGUIDELINES FOR 5 0 1/03/23 1 CLIENT COMMENTS JCM jWs SAFETY LIGHTING, AWN CHECKED i REV DATE TDIESCRIPTION DR BY BY STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIVAND THE STANDARDS IN§280-70 HEREIN,ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN 280-72 A, POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE III THROUGH,41 AS WELL A�181 APE, NOT APPLICABLE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY n 280-72 A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES PROVIDERS,WHEREVER POSSIBLE, K SCENIC LANDSCAPES AND VISTAS,ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED 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 WITHIN A SCENIC SITE NOT LOCATED IN SCENIC VISTA r � yr 280-72 A.(6) VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL COMPLIES NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED, X� LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. ,X,� COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER RE A. EON BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL NEW YO LICENSED PROFESSIONAL 280-72 A.(7) AVIATION ADMINISTRATION(FAA).IF A WIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY ENGINEER- LICENSE NUMBER:095374-1 OTHER THAN A TOWER,THE ANTENNA AND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNAAND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE AS POSSIBLE. ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES,WHERE THE SITE PROPOSED FOR AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR, HAS ONE OR MORE PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM A RESIDENTIAL ZONE OR USE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE CONSTRUCTED UNLESS SITE NO: ALBERTSON MARINE ADEQUATELY SCREENED FROM MEW OF THOSE RESIDENTIAL ZONES BY EXISTING BUILDINGS OR LARGE TREES,INCLUDING EVERGREENS,THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE SCREENING BUILDINGS ANDIOR TREES.IN THE ABSENCE OF AN ADEQUATE ARRANGEMENT OF EXISTING LARGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 61405 MAIN ROAD BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO NO LANDSCAPING TO BE PLANTED AROUND COMPOUND 280-72 A.(9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE SOUTHOLD, NY 11971 11 FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT NON-COMPLIANT t.PPROVED PY OF THE STRUCTURE,TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 SUFFOLK COUNTY FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURITY OF AT LEAST 10 FEET LESS THAN 11111,111�1M,IG POAPID THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN THE GAPS IN BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FILLING IN AND MATURING.THE PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC TOVfN! OF SOUTHOLD SITE TYPE: SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM MEW OF RESIDENTIAL PROPERTIES,AWRITTEN GUARANTEE FROMTHE WIRELESS FACILITY'S OWNER SHALL BE REQUIRED TO DATF 150'-0" CONCEALMENT POLE ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION H, COPYRIGI IT 2023,AZINfIrm ENGINEERING P.C.,LLCAIJ, 2M74 C.(4) ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY RRAITSRESERNLl) 280-74 C,(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET Z-01) A LIST OF OTHER CARRIERS At-READY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, 280-74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEE SHEETS Z-14-Z-17) ANTENNA INCLUDING THE PROPOSED 280-74 C.(10) DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: 280-74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674'± 280-74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 353'± 280-74 C.(10)(c) ALL OTHER STRUCTURES 374'± 280-74 C.(10)(d) ROADS,RIGHTS-OF-WAY,DRIVEWAYS 181'± BULK TABLE 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE SEE SHEET Z-06 280-74 C.(12) PROPOSED MEANS OF ACCESS SEE SHEET Z-02 ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING SEE SHEET Z-1 I I PROTECTION Z-03 44 ►s .fie ' E'' aOA O. / enport W. ` age /, 00 F 5t ' � -�• ,Yr, t✓ •awe � €�•*`��`'�.v>w.<.-„y �. ..<.,, ,.e• .... > ,... ..<.. - ...,.,..,.r4 ��,wb THOLD ) fa a$ � ,. �3 t'. /► SITE .,. ... . n ..., roa, • 6n �¢ }, ,>� tq' ^,'{' � •,',>�3:t+.,a .a 'w.v-....•r-,ren i"' 'YFs` + , - LOCATION pip.Y 03 zoning . '{• Lev >�•t'. J `�a'�yrV."•'✓ 3 j�Myyjy�O §>.a'3, 3dvx,yk M C r,.�xay1Y'b 0 ZONINGf C AC .xr I'ol v &T 'P"1,f .. $` � a� 1 401 L 1. ` h "Ps » T„ I :1 IA(c) IN tnl!�" a'4 $ a e� r¢ 3 x g .^. #f;- •; +R ,:11 4$` 1M1VI'' ♦ mux-... N,.,.nazaaa u�'`� ., Know what's t, • �' ;,� 0 0 �m X Call before you dig. , RADIUS tl � I LB „'• i ,' ,MB AS SHOWN WAS KM - .1 a&,.fit �' ep• ^y d ey+a .:��; ; ;H s.,�^� tt 13 01/02/24 REVISED PER COMMENTS J J pte.:' ":"A'= LI O 12 12/27 23 REVISED E COMMENTS CM WS ��, �` ''� ,N ^ ,,�� / PERJCM JWS ° � I I ( I/28/23 REVISED PER COMMENTS JCM JWS M 1 10 08/30/23 REVISED PER COMMENTS JCM JWS 2.3C . ` ��.��' 0 Up th 0'�Id JRF JWS Mil 9 06/15/23 REVISED PER COMMENTS « ¢ M i! 8 05/18/23 REVISED PER COMMENTS JCM JWS ' taX Creek r s} r OF S t` �,K I fi '� 0 0.25 0.5 �.., � — 7 05/05/23 REVISED PER COMMENTS JRF JWS g K �, mileR-40 6 04/13/23 REVISED PER COMMENTS JRF JWS :�.-�' � �,� � �� _ *�� . .. z �� 5 01/03/23 CLIENT COMMENTS DRAWN jCM JWS 1 ' REV DATE DESCRIPTION BY cHE BY .�•.,• �• � sue, ik r""'� �� .:_._._.... ..._ Budd' O Custer Ave ' .... ... . ». I RO Pa rise .xr� RR K .�+"� `y ® yam° �, Anc /(/��a 1 j_ !f �r"7 't �e,r=' �•�„ .�' �. � ,� �.....• * .. k .. Y s� •) va-u.aw...:.;:..r �'"� 4% .� ""F`e t�:r•r.>Qa[3?Y ^'�%t� s�6# 8 ' �M� ,..t u e n p5` V•17 le iY ,i'�w' • +* cif r` co 2" `�' "4" a` '" E'. '` '�►*J " „ »m_ NEW YO LICENSED PROFESSIONAL 14 ENGINE R-LICENSE NUMBER: 095374-1 CL : .. , '.,+ ..- '_4 P,x r�/1M�*a�`y a .. •w b „ •• /jM,I�f� vie 1A!q ' 5 '`fi r` •� i° ]C• R d Safi r I• .{ o�y�$ a r j�♦/ ,gat e v i w Fed tv II,.�', `�;. • �,a •3% 4 r \. >.� w+M .i�± ` ,.,, i •' T '3� $ (// + 'VV✓/FV$ �. Y e*'m .,✓'' , d F' 6 F «a .t r »"t "�'b [i` >x' ''dui'' frt % ' ffi s t k28 .SRo �, SITE NO: ALBERTSON MARINE ieo01 14 ,. , -: 61405 MAIN ROAD CANAL44 dsr Bed SOUTHOLD NY 11971 `` ' ✓` a q t: ^ l " co SUFFOLK COUNTY Y ' . OrchardSITE TYPE: d eg, �h 150'-0" CONCEALMENT POLE Iv ° CA "I1I IN( I EFItNG P.C.,LLC ALLCOPYRIG , ZAPP APPROVED ry RIGHTS RESEItXTI) PLAWAVG FOAM NOTE: Map Prepared by TOVIM OF SOUTHOLD Town of Southold Geographic Information System 1 . PARTIAL ZONING MAP IS BASED ON ZONING July 29, 2016RECEIVED DATE 121 MAP PREPARED BY THE TOWN OF SOUTHOLD Suffolk County Real Property Tax Service Agency � GEOGRAPHIC INFORMATION SYSTEM DATED AREIS and Tax Map Copyright 2016, Count of Suffolk, NY S-6 tl;1e i t�tr,--._, 07 /09 !1 6° y —it ZONING INFORMATION / / Plann ng Board 1 PARTIAL TAX MAP GRAPHIC SCALE 2 ZONING N P ial2rIFTSCAI.E N T S Z-04 N•T•S• (IN F7 17) tl�T Fh'111cd3T1 • • • District Section dock Lot Owner Owner's Address � w ' � �.'" 1000 56 1 4.2 Scott & Pauline Carter 1605 Mill Path, Southold, NY 11971 ,., ... L 1000 56 1 10.1 Town of Southold 2205 Mill Path, Southold, NY 11971 . _ °a... 1000 56 1 11 .2 Angela Norton 610 Pond Avenue, Southold, NY 1971 a. 1000 56 1 11 .6 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 1 11 .11 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 1 11 .12 Angela Norton 610 Pond Avenue, Southold, NY 1971 ` 1000 56 3 13.3 Angela Norton 61025 Route 25, Southold, NY 11971 1000 56 3 14 New York Telephone Co. 60975 Route 25, Southold, NY 11971 ' 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25, Southold, NY 11971 Know what's below. Cal)be=ore yw dig. 1000 56 3 1 Main Road Brokerage LI, LLC 61505 Route 25, Southold, NY 11971 Q 1000 56 3 2 Emmanuel & Toula Leodis 61575 Route 25, Southold, NY 11971 AS SHOWN WAS JKM 13 01/02/24 REVISED PER COMMENTS JCM JWS 1000 56 3 3 Emmanuel & Toula Leodis 61625 Route 25, Southold, NY 11971 12 12/27/23 REVISED PER COMMENTS JCM JWS I 1 1 1/28/23 REVISED PER COMMENTS JCM JWS 1000 56 3 4 Town of Southold 61725 Route 25, Southold, NY 11971 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JW$ 1000 56 3 5 62375 Main Road LLC 61825 Route 25, Southold, NY 11971 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25, Southold, NY 11971 s 01/03/23 CLIENTCOMMENTS JCM JWS REV DATE DESCRIPTION DRAWN CHECKED 1000 56 5 7 Margaret Dato 445 Budds Pond Road, Southold, NY 11971 BY BY 1000 56 5 8 Ecka Grando 545 Budds Pond Road, Southold, NY 11971 1000 56 5 9 Suffolk County 64 Budds Pond Road, Southold, NY 11971 � C � ��* } 1000 56 5 10 Marcia Junnovlc 745 Budds Pond Road, Southold, NY 11971 -_ 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road, Southold, NY 11971 SoutriC]'d t'ovri.._.`" Planning Board J E � � E N 1000 56 5 16 Patrick Redmond 750 Budds Pond Road, Southold, NY 11971 NEW YO LICENSED PROFESSIONAL ENGINEE - LICENSE NUMBER:095374-1 1000 56 5 17 Jean & John Weber 590 Budds Pond Road, Southold, NY 11971 1000 56 6 1 .1 Eli Green & Dalton Route 25, Southold, NY 11971 1000 56 6 1 .2 Suffolk County 61330 Route 25, Southold, NY 11971 SITE NO: ALBERTSON MARINE APPROVED Uy 1000 56 6 2,2 Budds Pond Marina Inc. 61500 Route 25, Southold, NY 11971 61405 MAIN ROAD PLAt4k"E"3C BOtIRD SOUTHOLD, NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25, Southold, NY 11971 T011111, OF SOuI`MO"� SUFFOLK COUNTY DATE I l� �--- SITE TYPE: H 150'-0" CONCEALMENT POLE 1 COPYRIGHT C 2023,AZIMUTH ENGINEERING l'.C.,LLCM ALL RIGHTS Rl"SERX'IT) 1 200' & 500' PROPERTY OWNERS LIST 1 PROPERTY OWNERS LIST 7-0 7 NOTES: Av I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P,C. SIGNED BY STEPHEN E. RAVN P.E. L,S, LICENSE NO, 49664 & DATED 10/24/18) 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER & ELITE PRIOR TO CONSTRUCTION. z < 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL _j PROPOSED MESA CABINET (BY ANALYSIS. TOWER DESIGN TO BE BY OTHERS. t7u PROPOSED 8'-0" x 10'-0" PREFABRICATED 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK, >> EQUIPMENT PLATFORM WITH HANDRAIL ELITE) TO BE INSTALLED ON 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND 0 KIT ELEVATED TABOVE GRADE ON H-FRAME AND ELEVATED ABOVE I`_PROVIDED A REPORT. b CONCRETE PIERS FLOOD ELEVATION Ln (SEE DETAILS 1 &2, SHEET Z-17) PROPOSED UTILITY H-FRAME (TYP. OF 2) (SEE DETAIL 5, SHEET Z-17) _4 PROPOSED H-FRAME MOUNTED LIMITS OF CLEARING, GRADING TRANSFORMER (BY ELIT AND GROUND DISTURBANCE SOUTHOLD ) PROPOSED POWER CONDUIT "A ROUTED FROM TRANSFORMER TO METER BANK (SEE DETAIL 1, SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE 10'-0" A.G.L. (SEE DETAIL 4, SHEET Z-14) OPUMP" VERIZON WIRELESS -n PROPOSED all m UTILITY METER MOUNTED IN co r) OPEN SOCKET (BY ELITE) 0 t' zOF IN. 0 c FUTURE CARRIER FUTURE CARRIER z EQUIPMENT AREA EQUIPMENT AREA U KnDw ,what'sbelow. Call before you dig. PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) TO BE INSTALLED ON H-FRAME AND AS SHOWN WAS JK ELEVATED ABOVE FLOOD ELEVATION r77 13 01/02/24 REVISED PER COMMENTS jCm jws PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES PROPOSED FIRE DISTRICT CABLES ROUTED ON 1: 12 12/27/23 REVISED PER COMMENTS jCM jws ROUTED ON PROPOSED CABLE BRIDGE TO TOWER PROPOSED CABLE BRIDGE FROM FIRE DISTRICT 11 11/28/23 REVISED PER COMMENTS JCM jws • EQUIPMENT TO PROPOSED TOWER (TYP OF 1) p 10 08/30/23 REVISED PER COMMENTS jCM jws o (TYP OF 4 PER SECTOR, 12 TOTAL) 9 06/15/23 REVISED PER COMMENTS JRF JWS PROPOSED VERIZON ANTENNAS & EQUIPMENT BY VERIZON WIRELESS) WITHIN PROPOSED 8 05/18/23 REVISED PER COMMENTS JCM JWS CONCEALMENT POLE (SEE SHEET Z-09) 185' TO WETLAND W2 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — 5 01/03/23 CLIENT COMMENTS jCM jvvs "A KEP N CHE AW C REV DATE DESCRIPTION PR BY BY PROPOSED 150' MULTI-SECTION MULTI-SIDED RADOME I ;' ; z 11 4 CONCEALMENT TOWER (BY ELITE) t FUTURE CARRIER EQUIPMENT AREA IN, K PROPOSED 70'-0 x 35 -011 _D-F (2,450 SQ. FT.) EQUIPMENT R,E CE V" '_ COMPOUND (BY ELITE) j t-Z - R �iON Planning Board E r c- - - - - - - - - - - - - - Y OEW K LICENSED PROFESSIONAL I ENGIN ER-LICENSE NUMBER:095374-1 PROPOSED 12'-0" WIDE ACCESS 70'-0 GATE (TYP OF 2 x 8'-0") (BY ELITE) APPRtOVED FY (SEE DETAIL 1, SHEET Z-13) PLAMNING BOARD TOWN o PROPOSED 12'-0" HIGH BLACK PROPOSED VERIZON WIRELESS r soul"VOLD SITE NO: ALBERTSON MARINE CHAIN LINK FENCE WITH GREEN UNDERGROUND POWER & TELCO CONDUIT DATE J -Z S7�W;l (BY VERIZON WIRELESS) ROUTED FROM METER PRIVACY SLATS (BY ELITE) (SEE RACK & MESA CABINET TO PROPOSED PPC & 61405 MAIN ROAD DETAIL 1, SHEET Z-13) Z Z SOUTHOLD, NY 11971 w TELCO CABINET ON PROPOSED EQUIPMENT 5 PROPOSED VERIZON WIRELESS 10'-0" x 20'-0" STEEL PLATFORMPLATFORM (SEE DETAIL ( & 2, SHEET Z-12) SUFFOLK COUNTY 0 _j (BY VERIZON WIRELESS) WITH 42" TALL HANDRAIL & 8'-.6" TALL 5�ez t-- '-- CO STEEL CANOPY(200SQ. FT.) IN A 10'-0" x 20'-0" LEASE AREA (200 SQ. FT.) SITE TWE.- Lu 0 LIMITS OF NYSDEC FRESHWATER (SEE SHEET Z-09) WETLAND 100 FOOT ADJACENT ui Z 150'-0" CONCEALMENT POLE U EXISTING BUILDING AREA AND TOWN OF SOUTHOLD LIMITS OF CLEARING, GRADING Z'Z t; AND GROUND DISTURBANCE WETLAND JURISDICTIONAL AREA &5 COPYRIGHT(Z,,202 1,AZIN[Unl ENGINEERING I".C.,LLC ALI, Z RIGHTS,RESERVED (y uj PROPOSED VERIZON WIRELESS UNDERGROUND NOTE: POWER & TELCO CONDUIT ROUTED FROM UTILITY SILT FENCE, STRAW BALES, AND OTHER EROSION AND SILT POLE TO TRANSFORMER & MESA CABINET CONTROLS S WILL BE INSTALLED AND MAINTAINED DURING 0 PROJECT WORK, AS NECESSARY, TO PREVENT ADVERSE IMPACTS ON WETLANDS. COMPOUND PLAN 4 0 4 8 GRAPIJIC SCALE SCALE: 1/4" = 11-0"FOR 22"x34"DRAWINGS Z-08 1 COMPOUND PLAN SCALE- 1/8"= IT"FOR I 1"xl 7"DRAWINGS FUTURE CARRIER EQUIPMENT AREA vm Pianninq Board PROPOSED VERIZON WIRELESS 7/8 O COAX CABLESSOUTHOLD 1 ROUTED ON PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) g� PROPOSED VERIZON WIRELESS CABLE BRIDGE PROPOSED VERIZON WIRELESS 24"0 CONCRETE _. (NOT TO EXCEED 12-4' A.G.L.) (SEE DETAIL 4, SHEET Z-14) PIER (TYP OF 6) (SEE DETAIL 4, SHEET Z-14) PROPOSED VERIZON WIRELESS GPS UNIT PROPOSED VERIZON WIRELESS WORK LIGHT MOUNTED T-O" ABOVE PROPOSED CANOPY (TYP OF 2) (SEE DETAIL 6, SHEET Z-12) (TYP OF 4) (SEE DETAIL S, SHEET Z-IS) i f . PROPOSED VERIZON WIRELESS STEEL CANOPY (ABOVE) PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP OF 3 PER SECTOR, 9 TOTAL) (SEE DETAIL 2, SHEET Z-14), , DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, KnoWWhaxsbelaw. SHEET Z-15) & TRIPLEXER (TYP. OF I PER SECTOR, 3 TOTAL) Call before you dig. FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) 1 PROPOSED VERIZON WIRELESS PROPOSED VERIZON EQUIPMENT CABINET AS SHOWN WAS JKM �( WIRELESS BATTERY CABINET (SEE DETAIL I, SHEET Z-15) (SEE DETAIL 1, SHEET Z—15) 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1/28/23 REVISED PER COMMENTS JCM JWS ' 10 08/30/23 REVISED PER COMMENTS JCM JWS 3 � a RRH RRH RRH RRH 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS J CM J WS 7 05/05/23 REVISED PER COMMENTS JRF JWS I 6 04/13/23 REVISED PER COMMENTS JRF JWS I I 5 01/03/23 CLIENT COMMENTS JCM JWS ° REV DATE DESCRIPTION DRAWN CHECKED OC I t BY BY PROPOSED VERIZON WIRELESS DISCONNECT SWITCH MOUNTED _ TO PROPOSED H-FRAME ,�K Xz- o , EON NEW YORK EN PROFESSIONAL o ENGINEER- LICENSE NUMBER: 095374-I APPROVED r�Y RLAt'I"'1t!G BOARD SITE NO: ALBERTSON MARINE TOVI ' OF SOUTH-OLD DATEI r, 2 61405 MAIN ROAD SOUTHOLD, NY 11971 SUFFOLK COUNTY � 20-o ± SITE TYPE: 150'-0" CONCEALMENT POLE PROPOSED VERIZON WIRELESS 42" TALL HANDRAIL PROPOSED VERIZON WIRELESS WORK LIGHT C0PYRIGIIT.,2023,AZIMUTH ENGINEERING P.C.,LLC ALL (TYP OF 2) (SEE DETAIL 6, SHEET Z-12) RIG1rrs RESERVED op PROPOSED VERIZON WIRELESS UNDERGROUND PROPOSED VERIZON WIRELESS POWER & TELCO POWER & TELCO CONDUIT ROUTED FROM UTILITY CABINETS MOUNTED ON PROPOSED HANDRAIL POLE TO TRANSFORMER & MESA CABINET EQUIPMENTT PLAN (SEE DETAIL 1 & 2, SHEET Z-12) 1 GRAP111CSCALE 2 0 2 SCALE 3/4"= 1'-0"FOR 22",,v34"DRAWINGS Z-09 EQUIPMENT PLAN t1\1'IiE'r! T SCALF:3/8"a 11-0"FOR 11"Y17"DRAWINGS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) "•�p633 PROPOSED CONCEALMENT POLE ANTENNA "�?�'3 PROPOSED CONCEALMENT POLE ANTENNA y MOUNT (COMMSCOPE PART NO, MTC37319) y y MOUNT (COMMSCOPE PART NO, MTC37319) 3�0 (TYP OF 2 PER SECTOR, 4 TOTAL) `%t�O� (TYP OF 2 PER SECTOR, 4 TOTAL) PROPOSED TRILEXER (TYP OF I PER SECTOR, G�'A (SEE DETAIL 5, SHEET Z-15) G� O (SEE DETAIL 5, SHEET Z-15) 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) -P y PROPOSED 40" DIA. PROPOSED 40" DIA. FOR- PROPOSED 40" DIA. Off' ® MULTI—SECTION—MULTI—SIDED MULTI—SECTION-MULTI—SIDED S�1\ MULTI—SECTION—MULTI—SIDED CII-\' RADOME CONCEALMENT POLE RADOME CONCEALMENT POLE 4`�`P � RADOME CONCEALMENT POLE r r IS CI C2 7srf_v'' -.0 PROPOSED 6"0 PROPOSED 6110 / MAIN PIPE: MAST r MAIN PIPE MAST F AI A2 ► ► 1 L�... .. ^�i BI B2 PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE s (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) PROPOSED 6"0 MAIN PIPE MAST Krawwhat'sbelOVv. (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) Call before youdtg. PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE O (MOUNTED WITHIN CONCEALMENT POLE '< '< TYP OF 2 PER SECTOR 6 TOTAL AS SHOWN WAS JKM L� J� (TYP OF 2 PER SECTOR, 6 TOTAL} G J ) ^��` (SEE ANTENNA SCHEDULE ON THIS SHEET) �,ti ��` (SEE ANTENNA SCHEDULE ON THIS SHEET) �A` 7 Q V 13 01/02/24 REVISED PER COMMENTS JCM )WS 12 12/27/23 REVISED PER COMMENTS JCM fWS I I 1 1/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS )CM )WS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'-1" A.G.L. C�I2AINI'ELI)AI.I_ N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2" A.G.L. GRAPHIC( I,*'I') E N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS t.)Z<(IN F fir) N.T.S. REV DATE DESCRIPTION DRAWN CHECKED (IN PIiET) BY BY ✓ F S out iol Town ; �r AN ENNA S %...ntDTJ'L' E' �'f�:��aning Co��rcJ / 6 JET MY cKEON . NEW YORK LI SED PROFESSIONAL p ' �� ENGINEER-LICENSE NUMBER:095374-I PROPOSED ANTENNA AND RRU ANTENNA PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTHWEIGHT FACE AREA ANTENNA ANT. CL. RRU SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) Obs) (S.R) AZIMUTH ELEV. (FT) CONFIGURATIONSTATUS SITE NO: ALBERTSON MARINE a Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146. 1 60' RRH B2/B66a NEW APPROVED PL xr�r�°Ir�c BOARD F 61405 MAIN ROAD RRH B 5/B 13 TOWN or- sc�UTr� l~D SOUTHOLD, NY 11971 Q A2 1 MX06F IT265-01 NEW 32 11.61 4.53 26,5 2.58 141.2 60' NEW RT-8808-77A I TE SUFFOLK COUNTY a2 �21c -4 61 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW f- A� SITE TYPE: d I RRH B5/623 150'-0" CONCEALMENT POLE °° B2 1 MX06FIT265-01 NEW 32 11.61 4.53 265 2.58 141.2 220' QQ �j']J� NEW RT-VBQB— / ! I ti COI'YRIC,HT:�2023,A'IBIL"TH ENGINEERING P.C.,I-I.0 Au RIGHTS RESE]WED C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW RRH B5/B13 C2 MX06F I T265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330 NEW RT-8808-77A ANTENNA PLANS & ANTENNA SCHEDULE Z-10 4' 0" TOP OF PROPOSED FIRE PROPOSED FIRE DISTRICTS DISTRICT WHIP ANTENNAS ANTENNA MOUNTED AT TOP OF EL = 164-10" ± A.G.L. CONCEALMENT POLE (TYP OF 1) (SEE SHEET Z-16) PROPOSED 5'-0" TALL PIPE MOUNT (TYP OF 2) PROPOSED FIRE DISTRICT EQUIPMENT (SEE SHEET Z-16) ., TOP OF PROPOSED TOP DIAMETER OF RADOME CONCEALMENT POLE MULTI-SECTION MULTI-SIDED EL = 150'-0" ± A.G.L. CONCEALMENT POLE = 40" PROPOSED VERIZON WIRELESS ANTENNA PROPOSED ANTENNA !� -q MOUNTED WITHIN CONCEALMENT POLE CENTERLINE = 146'-1" ± A.G.L. (TYP OF 2 PER SECTOR, 6 TOTAL) I - ' F (SEE DETAIL 1, SHEET Z-14) PROPOSED TRIPLEXER (I PER SECTOR, 3 TOTAL) PROPOSED ANTENNA (SEE DETAIL 5, SHEET Z-15) CENTERLINE = 141'-2" ± A.G.L. SOUTHOLD ) Ai�BOTTOM OF ANTENNA SECTION �►. . " 4 EL = 138'-0" ± A.G.L. ( _ FUTURE ANTENNA I CENTERLINE = 132'-0" + A.G.L. 9 r., V27 BOTTOM OF ANTENNA SECTION EL ^ 126'-0" + A.G.L. 77 Lu v� Know ,whaes below, ! Q Call LA-fore.you dig. I c? U Z FUTURE ANTENNA N0 O CENTERLINE _ !20'-0" ± A.G.L. O U LAS SHOWN WAS JKM °- w NOTE: N w 13 01/02/24 REVISED PER COMMENTS JCM JWS BOTTOM OF ANTENNA SECTION CL I ALL VERTICAL RUNS OF FEEDLINES SHALL BE 12 12/27/23 REVISED PER COMMENTS JCM JWS EL = 1 14'-0" ± A.G.L. INSTALLED WITHIN THE CONCEALMENT 11 11/28/23 REVISED PER COMMENTS JCM Jws POLE SHAFT AND ALL ACCESS PORTS SHALL 10 08/30/23 REVISED PER COMMENTS JCM JWS BE SEALED TO PREVENT WILDLIFE ACCESS. 9 Ob/I S/23 REVISED PER COMMENTS JRF f WS 8 05/18/23 REVISED PER COMMENTS JCM JWS PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON CENTERLINE = 108'-0" ± A.G.L. FUTURE ANTENNA 7 05/05/23 REVISED PER COMMENTS JRF Jws PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) 6 04/13/23 REVISED PER COMMENTS JRF Jws S 01/03/23 CLIENT COMMENTS JCM JWs I -� '�` "'� REV DATE DESCRIPTION DRAWN CHECKED PROPOSED FIRE DISTRICT CABLES ROUTED , � BY BY Ai,BOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE EL = 102-0 ± A.G.L. DISTRICT ANTENNAS (TYP OF 1) Sci:�htti?t!Tot1l;i Manning Board FUTURE ANTENNA K-�; CENTERLINE = 96'-0" ±I A.G.L. PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON r . i PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) BOTTOM OF ANTENNA SECTION PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP OF 3 PER SECTOR, 9 ``` '� �`' ' / ttfY , C° O EL = 90'-0" ± A.G.L. TOTAL) (SEE DETAIL 2, SHEET Z-14), 9 DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) ( )SEE DETAIL 6, SHEET Z-15 W PORK II PROFESSIONAL E - (TYP. OF 1 PER SECTOR, 3 TOTAL) FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) NGINEER LICENSE NUMBER; 095374-I I FUTURE ANTENNA BASE DIAMETER OF RADOME CENTERLINE = 84'-0" ± A.G.L. MULTI-SECTION MULTI-SIDED I ALL ACCESS PORTS FOR CABLING TO BE CONCEALMENT POLE = 40 ,! SEALED TO PREVENT WILDLIFE ACCESS SITE NO: ALBERTSON MARINE PROPOSED MESA CABINET (BY ELITE) TOP OF BASE POLE BOTTOM OF ANTENNA SECTION PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0" x 6'-0" EL = 78'-0" ± A.G.L. EL = 78'-0" ± A.G.L. ELEVATED EQUIPMENT M UIPMENT PLATFORM (SEE SHEET Z-16) 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE BRIDGE PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET (BY ELITE) SOUTHOLD, NY 11971 (NOT TO EXCEED 12'-0" A.G.L.) SUFFOLK COUNTY (SEE DETAIL 4, SHEET Z-14) I PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) PROPOSED VERIZON WIRELESS STEEL PROPOSED 8'-0" X 10'-0" PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL SITE TYPE: CANOPY (ABOVE) KIT ELEVATED 3' ABOVE GRADE ON CONCRETE PIERS TOP OF VERIZON WIRELESS GPS UNIT � 150''0" CONCEALMENT POLE EL — 13 -6 ± A.G.L. PROPOSED VERIZON WIRELESS GPS (SEE DETAILS 1 &Z SHEET Z-17) ANTENNA MOUNTED ON PROPOSED TOP OF CHAIN LINK FENCE APPROVED BY TOP OF VERIZON WIRELESS STEEL CANOPY CANOPY (SEE DETAIL 3, SHEET Z-15) .x P 1 .___ EL = 12'-0" ± A.G.L. 11 pL6',i �tiR�G IJphI () C()YFItIGH'r ?0?3,A'/.I�ItirIllsNcl�1LRINGI'.c.,LLCALL EL — 11'-6" ± A.G.L. PROPOSED VERIZON WIRELESS EQUIPMENT CABINET & `' TOP OF FIRE DISTRICT EQUIPMENT CABINET RIUIITti RI.tiI>It�'I,I BATTERY CABINET (BEYOND) (SEE DETAIL 1, SHEET Z-IS) EL = 10'-0" + A.G.L. TOWN Or, $OUTHO -D DATE PROPOSED 12 -0 HIGH BLACK CHAIN t r LINK FENCE WITH GREEN PRIVACY SLATS ; (BY ELITE) (SEE DETAIL I, SHEET Z-13) I TOP OF VERIZON WIRELESS CABINET _ _._....__...1 EL = 9'-8" ± A.G.L. GRADE EL. = 0'-0" AGL ELEVATION 5'-0" AMSL BOTTOM OF EQUIPMENT PLATFORM EL = T-0" ± A.G.L.Vft 1 SOUTH EAST ELEVATION (IR t111II rTALE 5 0 _.__ 5 IO GALE:.3/16"= 1,-o"FOR 22"x34"DRAWINGS Z-11 bCALE:.3/.32 = 1� F•OR 11 07 DRAWINGS FINISHED GRADE- MATCH SLOPE THICKNESS FINISHED GRADE- MATCH SLOPE THICKNESS 21-011± „ EXISTING GRADE AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS 1 OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER 2'-411* 2'-411* WARNING TAPE WARNING TAPE WARNING TAPE .. TRENCH o O COMPACT FILL (90%) OR UNDISTURBED SOIL ;� Z UNDISTURBED SOIL ?-4 ®' AS PER UTILITY COMPANY %0 z <t REQUIREMENTS _• it � � � � i , . - •" , f � CLEAN FILL (COMPACTED 1 CLEAN FILL (COMPACTED °•..x• ` -p NO IN 12" CONTROLLED LIFTS) ► ; , IN 12 CONTROLLED LIFTS) 6„ 6�� 1 6" 6" UNDISTURBED SOIL W-j MIN N � .- MIN MIN MIN [ 1 :.FPOUTHOLD 4 4. > . z i CLEAN SAND i CLEAN SAND (1) 2" PVC ELECTRIC CONDUIT 4"O SCH 40 TELCO CONDUIT CLEAN SAND SUITABLE (2) 4" PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) / N / FOR CONDUIT BEDDING (1) 2" PVC TELCO CONDUIT NOTE; NOTE: (2) 4" PVC TELCO CONDUIT 2"0 SCH 40 PVC ELECTRIC CONDUIT ,. . NOTE: 1. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. IF NOT, PROVIDE CLEAN, COMPATIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE TRENCHING DETAIL (:r12APHICSCALE N.T.S. � SOURCE TO DEMA.RC TRENCHING DETAIL G12APIIICRCALE N.T.S. ROCKS PRIOR TO BACKFlLLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G �� 1 DEMARC TO SHELTER (IN FEEI� (INFLFF) UTILITIES PRIOR TO DIGGING. Knowwl,at'Sbelow. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G Ca I I before you dig, MATCH EXISTING RIGID STEEL TRENCHING. EXISTING MATERIAL & GRADE RIGID STEEL CONDUIT CONDUIT PLUG GRADE EXPANSION COUPLING GRAPHICSCALE AS SHOWN WAS 3 JOINT SERVICE TRENCH DETAIL N.T.S. JKM 1 r t ► (IN FEET) 1 13 01/02/24 REVISED PER COMMENTS JCM JWS CLEAN BANK RUN GRAVEL. :o GRADE 12 12/27/23 REVISED PER COMMENTS JCM JWS :o BACKFILL WITH NO STONES 11 1 1/28/23 REVISED PER COMMENTS JCM JWS GREATER THAN 6". COMPACT t ! 10 08/30/23 REVISED PER COMMENTS JCM JWS TO 95% _ 9 06/15/23 REVISED PER COMMENTS JRF JWS 00 1 MODIFIED PROCTOR. ,, [ t YELLOW WARNING TAPE ' 2Q Page 10/1 „ 8 05/18/23 REVISED PER COMMENTS JCM JWS �- MARKED "CAUTION - GAS MAIN" b WIDE UTILITY WARNING TAPE SIIm12y--dif2201107-1 ales Luminaire Watts 15 W 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS RAB LIGHTING I4 . M1:" Ballast/Driver Factor 1.00 TRACER WIRE (SEE NOTE #3) c' sI_hnlYilaTr, 5 01/03/23 CLIENTCOMMENTS JCM JWS _�. _... Yolk, B Light Lass Factor 1.00 MINIMUM 1.5" I.D. PE PIPE Single (POletOp, Yclk, Bollard) DRAWN CHECKED 'r;,, REV DATE DESCRIPTION ar sr Total Proration Factor 1.00 2'-0" NOTE: RIGID STEEL CONDUIT Luminaire LUmens 2006 Ims I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY, PVC PIPE 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. RIGID STEEL TO PVC ADAPTER '�' -- -- --- -- NOTE: ft � I--�- 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO I p . � _._ i�'�t �44 K'°' UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE 1, IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C. SHALL BOND METAL �`�� OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL, NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2, IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND w INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL, COMPLIANT IFGC SECTION 404.15.3. "`' `� TO SCH. 80 4, SPLICE BETWEEN STEEL GAS PIPE & PE PIPE TO BE THREADED. •, 0 �0 EO r GRAPHIC:SCALE GRAPHIC SCALE .?` C�A e� 4 GAS IrR.ENCHING DETAIL (IN FLED N•T*S• 5 TYPICAL UNDERGROUND CONDUIT STUB-UP (IN FEET) N 1 #S � :.» `.K NEW YORIC�ICENSED PROFESSIONAL K. ENGINEER- LICENSE NUMBER;095374-1 x NOTE: 28 , 1. LIGHT FIXTURE MUST BE DARK SKY COMPLIANT. 2. LIGHTS MUST BE SHIELDED DOWNWARD, NOT ILLUMINATING OR GLARING OFFSITE. SITE NO: ALBERTSON MARINE 3. LIGHT WILL BE SWITCH-ENABLED NOT MOTION 61405 MAIN ROAD SENSORED. THE SWITCH WILL ALSO HAVE A TIMER TO rr. EVENT THE LIGHT BEING LEFT ON WHEN NOT NEEDED. y~' PR 20 "4`' SOUTH+ULD, NY 11971 - .r '<. SUFFOLK COUNTY APPROVED ry LIGHTING FIXTURE SCHEDULE PL!'.IEtR"G BOAR® SITE TYPE: MFG. & CAT. NO. FIX. WATT LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. j " "<t 150"-0" CONCEALMENT POLE `' TOWN OF SOUTHOLD .. :r. v 1 BRONZE POST MTD. 1 1'-0" A.G.L. .. ,:,..°;Ca�µ�:;d:; °: '' DATE I RAB LIGHTING SLIM 12Y 12 LED k, +/► / C'01 Y RIGHT n 2t_3,A7,I?�It,I`II ENGINE I.C.,LLC ALL LIGHTING FIXTURE REQUIREMENTS . RIGHT:+RESER�"El) Min: 0.05 fc Avg: 1.0 fc Max: 8.2 fc CODE SECTION DESCRIPTION REQUIRED PROPOSED "'j frff p {/� ' s r r t3 '};"`,`;1. }' E f'• r`'"'' i;$1. ! 4 1 Max/Min: 164 §172-5(B)(1) NUMBER OF FIXTURES - 2 (1 PER CARRIER, TO BE USED AS NEEDED) ,A.a ,;- a ° = :: j;s'• .. : .05 FOOTCANDLES AT COMPLIES PER THE LIGHTING LAYOUT _ ,;ot1.- §172-5(C)(I) MAX. ILLUMINANCE "�t „.,;;,•,.at.fi,.s<„�<. t5�nt,rYn�s<•zry,tr..l�.b . RESIDENTIAL PROPERTY LINE PROVIDED BY MANUFACTURER CONSTRUCTION DETAILS - I §172-5(C)(3) MAX. TEMPERATURE 3,000 KELVIN MAX 3,000 KELVIN 6 TIMED LIGHT &. OUTLET DETAIL GI2APHIC�CAI.E N.T.S. Z-12 it;v I'1:I:7) 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV. LOCKABLE, TURNBUCKLE AT GATE ONLY DOUBLE GATE LATCH VARIES 12'-0" GATE OPENING -rnr ►` ,..q i 10'-0" MAX VERIFY WITH SITE PLAN 1 1/4" GATE FRAME TYPICAL CHAIN LINK FENCE NOTES I. GATE POST, CORNER, TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 4 FEET PER ASTM-F1083. `► 1 1/4" TOP RAIL 2 I/2" CORNER POST 2. LINE POST: 2"0 SCHEDULE 40 PIPE PER ASTM-F 1083, 2"x2" - 9GA. FENCE FABRIC { 5/8"0 3. GATE FRAME: 1 1/2'0 SCHEDULE 40 PER ASTM-F1083. t LATCH ROD 3/16 x 3/4" STRETCHER BAR 2 I/2" GATE POST 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PER ASTM-F 1083 C.,, . , AT CORNER AND GATE POSTS 2" INTERMEDIATE POST " 5. FABRIC" 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 = � NO GAP BETWEEN FINISH 1J2 CROWN FOR DRAINAGE GRADE AND FENCE FABRIC I,-0„ 6. TIE WIRE: MINIMUM I I-GAUGE GALV. STEEL AT POSTS AND RAILS A SINGLE WRAP .-w., ♦ ,i, w e MIN 2:1 SLOPE MAX OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTHOLD ) .. 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS (BLACK) 1 7, TENSION WIRE: 7-GAUGE GALV, STEEL. :ag. STONE OVER uw. GEOTEXTILE FABRIC 1'-0" O TIRE AT END OF 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE Z SWING GATE (TYP OF 2) F- 3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA. Z `L' O 9. HEIGHT = 12FT VERTICAL. 6"Q3 x 18" DEEP CONCRETE '.1 < ILL ##7 GA. TENSION WIRE, $ We_L'�, u FOOTING WITH 1 1/4" PIPE E F O CONTINUOUS 10. ALL FENCE COMPONENTS SHALL B. �� . BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6 LONG cQ Lu a O LINK FENCING. 10"0 CONCRETE 11. GREEN PRIVACY SLATS ON ENTIRE FENCE 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP, 2 PL FOOTING 1N SOIL FOR INTERMEDIATE POSTS FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) Z 0 Q 4 y �� ,E C E Knowwhat's below. LAIR'ING � —. ca,Ibeforeyoudg. NOTE: OAQD e f/na TOWN F i FINAL DETAILING FOR FENCE AND O SO !._..._..,.__ . _._..__.. . DATE Jc.uthalcl 1"vv�jn FENCE FOUNDATION WILL BE ) ('Z� Planning E3o3rd AS SHOWN WAS IKM INCLUDED WITH THE CDS. 13 01/02/24 REVISED PER COMMENTS JCM JWS .._ 12 12/27/23 REVISED PER COMMENTS JCM JWS 1 (;RAPIIIC SCALE N T S. 1 11/28/23 REVISED PER COMMENTS JCM JWS FENCE & ACCESS GATE DETAIL (IN FEET) • • 10 08/30/23 REVISED PER COMMENTS JCM JWS NOTE: 3/4" GRAVEL STONE 9 06/15/23 REVISED PER COMMENTS JRF JWS UNISTRUT PIPE / CONDUIT CLAMP P 1 1 19 8 05/18/23 REVISED PER COMMENTS JCM JWS CABINET TO BE INSTALLED ON H-FRAME � z 3/4 " CRUSHED STONE 7 Qs/os/23 REVISEpPERCOMMENTS JRF JwS OR P2558-35 (GALV.) (TYPICAL) FOLLOW PER MANUFACTURER S SPECIFICATIONS TO N ASTM C33, SIZE NO. 57 MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION t� 6 04/13/23 REVISED PER COMMENTS JRF JWS FOR BOLT TORQUE t 5 01/03/23 CLIENT COMMENTS JCM JWS REV DATE DESCRIPTION D B WN cHE YKED 3 1/2" O.D. POST M 1 Z 3"0 RGS CONDUIT (GALV. (TYP) off ;:--- . 4'-. `- WEED BARRIER "TYPER" COMPACTED SUBGRADE `" e�y METER BANK 'MA' LANDSCAPE FABRIC OR EQUAL ilt f �, r,LL 4 PROPOSED WATERTIGHT METER HEAVY DUTY METER PIPE CAP (TYP) 4" GRAVEL COMPOUND DETAIL (.RAI I[Itlq) LL N.T.S. �� NAME PLATE nv1�ISI>r, f, SOCKET COVER (TYP) r . .. . .�. E EdN ' 1 M� N2 M NEW YOR LENSED PROFESSIONAL ENGINEER ICENSE NUMBER:095374-1 Q CONCRETE CAP U N3 N1 �- _' o M MAIN M FRONT VIEW SIDE VIEW O 6"0 SCHEDULE 40 CARBON TERMINAL 85.37" ` N3 SECTION N3 - UNISTRUT P5000 (GALV.)LUGS STEEL PIPE WITH YELLOW 30.94" SLEEVE FILLED WITH CONCRETE SITE NO: ALBERTSON MARINE ► GRADE, PAVEMENT OR 61405 MAIN ROAD FINISHED GRADE t.._ SOUTHOLD, NY 11971 N i SUFFOLK COUNTY M N p, j SITE TYPE: �' :o z o z 150'-0" CONCEALMENT POLE M CONCRETE FOOTING (4,000 PSI) 0 06 ' C'OPYRIGI IT 40,20?,3,AZIAIITTH ENGINEERING P.C.,LLC ALI, - � N RI(�IiTti RI:'�1;12Y1:I� C? r 1''0" 12"0 PLAIN CONCRETE PIER MIN (4,000 PSI CONCRETE) MESA PER-INSTALLED NOTE: DISTRIBUTION PANEL PLAN VIEW I. MOUNT METER BANK AND MAIN LUGS SECTION PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. CONSTRL7CTION DETAILS - 2 2 MULTI. POWER. METER BANK MOUNTING DETAIL C:12�(IN FUTAI.E N.T.S. 3 MESA CABINET DETAIL `=I�(I,NIFEFIF)SCALE N.T.S. 5 BOLLARD DETAIL GRAPHIC( FE E N,T,S, Z-13 11.61 4.5 3 12.211 10.7ff WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER GUARDS GUARDS GUARDS GUARDS APPr,.OVED r, Y 'ING COARD PLAVIN h TONPvfN OF SOUTHOLD D ATE It W1 I stf 4, rrn.p viev;j [Top View) "Top View) 00 rrop vie.,m) r oil 717 I t q Lq 14.9611 8.611 HOLD ) ro� j SOUT & , r • i"� "i"�"�t'I C0' 0.4 ,fi' �72 "o fit t1l.)11 It[,4 11!111111111 IV 4 zv: fir f [Front View] [Front Vk!vw] (Fron'! Vie-,y) [Front View) 14j #tit WEIGHT 59,52 LB 4, Knowwh;a'sbelow. SAMSUNG RT-8808-77A Call before,you dig. Isottom Wew] Inottom View l Isottom vip.w] [Bc"tonl View) REMOTE RADIO HEAD 00 NOT TO SCALE AS SHOWN WAS JKM Li 13 01/02/24 REVISED PER COMMENTS JCM jWS SAMSUNG - B5/B 13 RRH - BR04C RFVO 1U-D2A SAMSUNG - B2/B66A RRH BR049 RFVOIU.-DIA 12 12/27/23 REVISED PER COMMENTS jcm jWS WEIGHT = 26.5 LBS WEIGHT= 94 LBS HEIGHT: 15.49 if HEIGHT: 15.4911 NOTES: 11 11/28/23 REVISED PER COMMENTS jcm jWS ANTENNA FACE AREA= 2.58 SQ. FT. ANTENNA FACE AREA=4.45 SQ. FT. 10 108/30123 REVISED PER COMMENTS JCM JWS JMA WIRELESS- MX08FIT265 NOTES: JIMA WIRELESS- MX06FIT465 WIDTH: 15.88 of WIDTH: 15.8811 1 RRH MODELS SUBJECT TO CHANGE 9 106/15/23 REVISED PER COMMENTS JRF JWS I 11 DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03 DEPTH: 1 1 .93 it BASED UPON AVAILABILITY AT 8 05/18123 REVISED PER COMMENTS JCM jWS BASED UPON AVAILABILITY AT WEIGHT: 70.3 LBS W/O SOLAR SHIELD& FINGER GUARD) WEIGHT: 84.4 LBS (W/O SOLAR SHIELD & FINGER GUARD) TIME OF CONSTRUCTION. 7 05105123 REVISED PER COMMENTS JRF JWS TIME OF CONSTRUCTION 6 04/13/23 REVISED PER COMMENTS JRF jWS 011AP111CSCALE GRAPHIC 5 101/03/23 CLIENT COMMENTS jcm jWS ANTENNA DETAILS (IN FL N.T.S. 2 RRH DETAILS scAl"" N.T.S. (IN['EFT) DRAWN CHECKED %REV DATE DESCRIPTION BY BY 00 NOTES: POST CAP (TYP) 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS RECOMMENDATIONS AND VERIZON STANDARDS. Lu HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. K 'N z GRIP-STRUT _j ,0 2'-0" WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. E C < u t "' 3.35" 8.98" cx. U- ui WAVEGUIDE OLA110 d Tovm"" Planning Board 0 ON o Lu CROWN EACH NEW YORK LICE SE PROFESSIONAL FESSIONAL FOOTING 2" A.F.G. ENGINEER- LICtNSE NUMBER:095374-1 z U- j FINISHED GRADE Z COMPACTED wSITE NO: ALBERTSON MARINE SUBGRADE 61405 MAIN ROAD I 1,01f CONCRETE FOOTING (4,000 PSI) SOUTHOLD, NY 11971 SUFFOLK COUNTY NOTES: I. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINE SITE TYPE: BRIDGE KIT (PART NO. I B24D-216T3) OR APPROVED EQUAL. 150'-0" CONCEALMENT POLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE COPYRIGHT(O 2023,AZIMIJ111 L��NGUNE`RING P.C.,LLC All ItIG JiTS RESERVU) BRIDGE COMPONENTS. 4. SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, TRIPLEXER STIFFENERS, AND OTHERS MISCELLANEOUS HARDWARE SHALL BE MANUFACTURER: RFS PROVIDED BY THE CONTRACTOR AS REQUIRED. 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/1 C-3L BENDING RADIUS OF THE COAXIAL CABLE. DIMENSIONS: 4.65"Hx8.98"Wx3.35"D 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT I TRIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS - I MANUFACTURER FOR EXACTAND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS -7 AT TIME OF CONSTRUCTION, GILAPHIC SCAL GIZAPHICSCA Z-14 3 NOT USED 4 CABLE BRIDGE DETAIL UNFELT) E N.T.S. 5 TRIPLEXER DETAIL (IN FLEE) N,,TS, NOTES: R r C)'�/ ; ' LIFTER EARS 377" 1. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. PLANNING COAtPp 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. TOWN Or S'OUTHOLD r f- 34.1" r 23.8" _ 32.0" 37.8" _ 3. JUMPERS & CABLES NOT SHOWN FOR CLARITY DATE 4. RRH'S SHALL BE SPACED A MIN. OF 4 APART ON PROPOSED H-FRAME i GPS ANTENNA (PROVIDED BY VERIZON WIRELESS INSTALLED BY CONTRACTOR) Plar"'mg Board s ' PROPOSED RRH'S CABLE ENTRY (TYP OF 2 PER SECTOR, 6 TOTAL) ] 1 /2" O.D. x 3'-0" MAX GALV. I . . (TAP) STEEL MOUNTING PIPE M I V; , t PROPOSED PROVIDE APPLICABLE o o CABLE ENTRY '' HANDRAIL POST t��• e-a PIPE TO PIPE CLAMP r... 1/2"0 GALV U-BOLT x� REVERSIBLE (TYP OF 6) COAX GROUND KIT MOUNTING CABLE BRIDGE POST/PIPE MAST KSOUTHOLD ) KITS COAX CABLE (AS REQUIRED BY . • . µ...:.° ANTENNA MANUFACTURER) PROPOSED UNISTRUT END CAP 6 AWG GROUND WIRE TO T ► T '1 CADWELD ON POST OR 31.7" 45.5" � 34.6'd / LUG ON GROUND BAR _,. ... cl V` PROPOSED P1000T UNISTRUT (TYP) (CUT TO NOTES: ESOF016-ECA01 (DC-AIR/DAC) ESOF024-ECx01 CABINET LENGTH IN FIELD POWER EQUIPMENT 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND m HEIGHT: 72.0" HEIGHT: 72.0" ; ; CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. Know what's below. WIDTH: 31.711 WIDTH: 32.0" Call f>er�{-� J�L� . < DEPTH: 45.5" DEPTH: 34,6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS Y g FROM A MINIMUM OF 4 SATELLITES. VERIFY WITH HANDHELD GPS BEFORE . WEIGHT: 57$ LBS (RECTIFIERS & WEIGHT: APPROX. 690 LBS (RECTIFIERS FINAL LOCATION OF GPS ANTENNA EQUIPMENT EXCLUDED) & EQUIPMENT EXCLUDED) AS SHOWN WAS JKM 13 01/02/24 REVISED PER COMMENTS JCM JWs 12 12/27/23 REVISED PER COMMENTS JCM JWS 1 EQUIPMENT CABINET DETAIL cT2AP1I1CSCALE N.T.S. 2 RRH MOZrTNTING DETAIL N.T.S. 11 I I/2E/23 REVISED PER COMMENTS JCM JWs GTtAIN FEET) SCALE 3 GPS ANTENNA GRAPHIC SCALE (IN FEET) (IN FEET) (IN F13ET) •T.S. 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS NOTES: 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS 4 3 2 1 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 6 04/13/23 REVISED PER COMMENTS JRF JWS 10GENERAL ; n,�g RECOMMENDATIONS AND VERIZON STANDARDS. s ov03/23 CLIENT COMMENTS CM ws 1.1,ALL METERIC DIMBS'ONS ARE IN BRACKET 2 0 DFS!GN NOTE R... ......' _ _ry ..:,:K: .•_..°_. _ t, r ,A,•m 2,1 PIPE SIZE R.ANGE•4.5 6,WCD ' "� REV DATE DESCRIPTION DRAWN CHECKED 2.2ANTEtgNA MODELS V40i AN'.COMMSCOPE PART#SB,I H4AD650•0L 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. BY 8Y a10 0TA3fTL�''FACTCIRNG,'SPECALREL'ORME14TS r 04,5"OD PROPOSED UNISTRUT PIPE SHOWN FOR REFERENCE �,0 PACKAGING `''F �v%4.6"-fit.6A" END CAP © D 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS, `► - W A HIDDEN IN DETAIL A 3 1 4 G� PROPOSED 1/2" HILTI HIT HY 01 70 ANCHOR W/ 3.5 MIN. EMBEDMENT (TYP) ' . f z : I �kEON I YORK LICENSED PROFESSIONAL APPI Y TORQUE 95.23 F t-LC3S ENGINEER-LICENSE NUMBER:095374-1 PROPOSED ELECTRICAL PANEL cUAILA (MOUNT PER MANUFACTURERS �;ALt.I -00 i ; ANTENNA SHOWN FOR vi RECOMMENDATIONS) ! REFERENCE i "' 1 I i E I �E I s SITE NO: ALBERTSON MARINE i l ,j I 61405 MAIN ROAD ' —— SOUTHOLD, NY 11971 SUFFOLK COUNTY I . SIDE VIEW FRONT VIEW COMMSCOPE, INC. OF NORTH CAROLINA SITE TYPE: ► ff 1 . , „A ,* �,? �,F; , 2a MTC37319 150.0 CONCEALMENT POLE E f"etSn 1 ALtTflti. {TFM _..;• iN __ ...w. _ ..., f.FSCk,FT1 N ..... '_...^fNY..._._..,' WFIGH- NOV-NO ;GAL:�Al2`s IAtO'tiA!018GR33 DIPLEXER I h V'373106 i WGUYJ E!11 N)N p.DMU'fd At:'r.:tJJ{;` d *, 8 LSS ! ► __. _ ._ .. ._ ._. .__ ._ PROPOSED TELCO BOX .r,V'3?3102 A,,(ENNA*✓�G�r:s:UAr'KI-` 6 I{y�i9s ` "T % s cl 'a 5;� "'ry CC)T'YRIC;II'C;(>202),A7,IAil'I'II ENCJINEERINC 1'.C.,Li.( ALL, A . 3 GBO3t25 US' i-OIA"GA:VE'1t1K!T )2 C.°JSLtS � x t { (MOUNT PER MANUFACTURERS . � _......_..... ........_.._.... k, NON STD AZIMUTH ANTENNA MOUNT ]RIGHTS 12L,I,R\k1> i I MANUFACTURER: RFS d (sW?�Ct'i � 31H't>AL4 hl Ai 4y,n>HFk _•?A .:.�?=18S x:, '"'/�. l f... .,.....31FX 4°64VSOLTK':T {'vatr;r , air. m I _. 1C�T 2.9 6 C .LBS ! 1 _._._ . _s. ___..._.____.__ _ � .__. __�._ em w.___......_ ., {.t3 . .. POWER SUPPLY: FD9R6004/I C RECOMMENDATIONS) r ;�`€ I _. _ .. .,..._._......__ Y: -3L .�.. l`.. _._ . ._ I MTG37319 5':42('RC"t {'A> C' _ R ,>.CY''U3�0'd7_..._.... t /•6 ;. _ ... ._...... _ ,.._. . DIMENSIONS: 5.8"Hx6.5""Wx 1.5"D PROPOSED PIOOOT ;C� < ��,� �;c �.�� a �a._ _►,�: _ •..;a ,4 _. j F:.T};i f'y f �tS� ,�,''.�'; 2G18 Cnmm4;c{m Mc. 1} i✓ t R; { A f ; � A ° WEIGHT: 2.6 LBS UNISTRUT (TYP) (CUT TO A 3 NOTES: LENGTH IN FIELD 1. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS - 2 CHANGE BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. 4 ELECTRIC / TELCO RACK DETAIL GFUkI11I1C SCALE N.T•S. 5 ANTENNA MOUNT DETAIL GIU PHIC SCALE 6 DIPLEXER DETAIL C,RAPIIIC RCALE N.T.S. Z-15 (IN FEET) (IN FEET) N.T.S.J r (IN FEET) i Single:section Multiple Arrays 7.7 • .rs i y� t' h a s is y , yy J<R' t Pre U& u r G)n Part numr,pT` e w`�1T1nta �< { ( j "' i»•. :t•:'�i,fr.,ry4••t'�T ap .. I ptl .di., ' .1_ : {s 4; , Pkt.v k.. , f;..it'll•,r tt',.dt. °,i('.'`t( Ev �.., 1 A(, � � l }`: , ,'1.. 'F t�:..;a, .i:iS'e(1.':;�(.'."r.i:IM� !� .. ,!;t: :t3i' F ... 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Z= , a, , roe,: F lr' 0A2OP0.67 2 x 5dnrt offsets with sepiraite feeds 400'5t?Otb11 t. t t, -rea r• , .fN'ti;:,.t., .1'+>1 iPPi.;a:).yq<•,=,.. r err"msf "fi,i_<�. .if" ;y.„,. ,T, a,k•; ,y .. ( 771 Y, ; ... '�. t�bt:l!',:.t a.`,?��.ti:'l r. L`g';'?i ..;>r:ir; s�tro.`.,T`.G}!:.r^,tl'aU•3:;~`I4c:. ',a'a l: I ita?^'.;'i':lc; is;i""..r',r;1:�.�:lr;i:+.- ��„t Duel section combination Dipole Arrays�' .A t� 8+f 1' CfeCtlLri/•�/ y f. '9?." k ;;t'':"'.'f!?"n.. •, ,t:. .i, t,, E ",?'.';,•.. ':t}-k`;:,+„fr'' } Pad number 0"ripfon e `"7 .. x., t F f, S ''1'a,�: 'Q l,.n ) Omnls 7 1 '..t 1 �' .l,. ap�,S„,?'!•'I dpa u;3t n,.a{rvt z'.sr ^zt! z;{:..t."?nk'C Lri a;:.' at '.'it,:r '.8ltF:. ;, '' �, _.y 'r J,•,. ,_�f E,e'v `i:(",;�1".;!t`r'a It'1,� ,.•i,.tSe.r+{� � ° " <. , p s B d 4, , ,rt. are 30 ?f)MHz - c< 571. -x 3dE3d cn ,.s with;tef a $ ';r m PASO 57L 1 x 6dAd Omni 330'420MH; R ! ° .3 .i l ,, .i4,. ty.,/;, •Y rr E '•1 .x. (. ,ti.x;(, 1 >i�Y .{M'>Pr't ...--.«.,- ..,,... ..... _. L RA4040'671. h 3d13d osr?nis wl,h eRp:trtttr,irrtiJ~3 400.5x-OA'1H< 2 1 x P1.t Y 5 .:"1': wr 1 i':;t':•(:•, ; ° `"'�":"`�• fiAt30-O7i. 6dt3doF»ni_ ^� 400.520MHz € t"it'V 1. _ w' ?,?ap i t i .,:t,F ..t,,t�,?'F t ? illy Elliptical Sections EA404 2 xRd ellipticalsWHh separate fed0 57L 3t0.420Mf «�+�"•t-:.-,•. _r'^ It " I :0-420Mt x ` is }�Ii;< :. <, . . t'('1. ..� 1^ di•'• ;:., ,,,: >}, ;h l,r,y� •i ' EABU.aA L 1 x 9df3d a.tf:,lcat t' r ° t �£ e7F ,a^s. :r�. ;a> . Er ;or,�r!:c;',h %tx er,.. it;- ft ;t �!°EA40.10 67L 2 x Weld offipt(cr!ls with sfipara....cnrte 400 520MHt n,t?taypt !x,r'; ri , .F ty� ti'" `4't %a. tIs kA80.67L 1 x !3rlt�d elliptical 400•g20tAHz �S�- ri .�,.. .� ,.,-. .. " ......„..v...,,...-.M.e,._._..,,. ,...._. .. .,. ",,,..., ..._.............._ ...,..�....»..,,.•.,.._.... �.y.:.•. .h; . . �eaer.i,::r mps, Uffsel SCCtIQRe s- is ^ . F <".�' ,tom° n: < � N r 1 � v'! r t ._ �-..,. x ....,,. u_... .... .. `, t � raseparate ! � i.< ','{." 4::t'�' l e kW, '+p,yr •. .................. ........... ...x ++» 7 x 5dBd offsets with Ir—d-s 400-5201bl 1JA2020^6 1_ {1,.,.:5` ,ta.. ✓�;"r"T, <.d3;'.1^; „t' It{.! . - f A•<C'''7'[.''F :.'..ry 1, `;}: t •..,;,1• m j .. .. _. .. .. .. .. r .. .,_ ! ti&4;!itid7,�,t"tyiq;pr, :r,.I^S;• � ».I C , i , 4A40^67l t x 9df3d offset OUTH ILD ) 400-,20Mitz *r t s'.�i a:.:S'tu•,M1 r i;b<, >.'+ !r ;'i°, °i' -.;'.e,i, <t,,r.�`:'1,, � 24 'f•n.n^ `r�' ,•'rr' drr,r sc t nn y ., tr harness t your .Hook Cf;.3t:vi socital ' � r r -e;, at _dC ~t t 7 r_. �..L^i.Q,, J{1t�vdI11C};!t�`tt1� .,trCillr�Il i . 1£ua irJ GC ttl nt i}Ji C I it "`w a•..0,!t; ,,-,Y(,t+. t'r'�. i Soloct yciUr !op r}{.cf on frl'jm our mina?of stin 11rd'UHF Armr" ( );:=:1..,, t(. {`!:J<a�''i'irriZ'r' .R:7•',,« "` x C WttrRn irr;rr Yz3s.s Iml;rtnn(i in cxilor As 1F.kai l:" 1 Snw:``,y your ICJ,Y't`Fr SoOfor,feorr'the!ic.!ahove elcr E ASO-671- PLUS I^,,Z"•, _ !!t.,,,,1�, ml . :fi)r1G:1y y::)tir S?f1tJ'.£'UlI e(,t4.t','!1 from out rar?!y,of standard Of-Arrcl_a I ; ('' f•1, t., iin :IPrl1+;:t'f. Cc`?£i:i^i�`':'i:'t'.°.ra}:>.,vr ra,'.ii!�:�'.�,:ss.r,^,t?'�r.�r t'#e,le',�r" If'.j)r"r!'a�11 n^fs, ,fin 1 Combination Collinear and Dipole Arras �,;;. pr ;, ,G.. ,(, !;t:iV 1t:,.!¢;ti:tf rir=",<,is<t;'•??�!iv t?"•`, I;;';'i•.•cwr .,Ot:, t "' ° 1' y S{... .?,)lt"'t<3l t.C'tl+;:';?}' Ctitik:�ji• .t,'i.t'sY`-i tix�. 11rMM - :!LsZ;x:r y. `4 f•iy,t,,. ° l}' ,!t;' r f,. l gam• { .. R'• itr. Npl + ��:'.`I1,:tl<1�1'"liSS".!°sr:'.r>Z"t3l!u1.;T,•:PYI,;f',•l•.?'f.:si ilt:;;'£i '�i'ff':�rf w',ia Yt�"`,.+SJ•`":,:".1' �rr; S�:F?` � M.�, i= �" lC Owls QeSGrltatir}ll ErBti[}@tt{aj 4 4S'Z1{.;r,?:1'i;a,rr4lY z i bb`r'; "({?`,^Va+:'T`r%'fi T.,rylril.y' f!3ttE'''f^.41;4,: ?r:".;.tS`:. ,r,.�., Y•kw�-r'�'�'u�"»"^4v',`�=.'°,� yi :� : �i Omnie _._,..__._.,.,..._.. .. , ._._. _'.. .'t€_'..,_'_..,`:., t: ., ._, r._,_....._._...-«................__,._..._....,..„,,,...._._, „_ i .' i f3X40,67 t x 3d8d omrti 400.520MI-1z i y oe�_, R wn BX t040 67 2 ,,dr'1 n;nn's with separato foods 400,i?(MH7 a SX80 67 1 x 6dad orntn 400 5?OMHz Elliptical Sections : _ EX40^G7 1 x 5d6d of;ptical 400.520P.111,t Pm,.e• _ t'r(• 3t+D„ .. ''Sr:h. ,i.!r =Y^` i Y. �� i r:x4040=67 2 x uclpd @01P ticals with separalR feeds ExFtO C7 1 9df3d e,liplIcti 400.5?L`bAf h _ _ _... _ p t t Offset Sections i �..,.i. . , t'.. J/ R a P tti . .. . . -... .. . .. - ... ..r. . . I{ •{,vV',+=,, ;,.a.<�:})t14 .tr'R•.i L.,.. -__ . ._._ l I r` rt `°� F OX2020 67 2 x Jill nif`sot?a iuttti fielmrmo fnotti 400 520N1Hz l a 4 a.,. 4 ..._..., .... __.._....,..,,.,._.. ......„,....,,.......... .... ... now hays +, ef's r sou r�E�id -r iOX4067 f x£t(tf'idUf"'if-A a 400'`3;?rahlhtl 31t_:'t,*,t�' ,ys;:ii r:�,„ :a,v,a'3c'f!"yis;.itt.f•h .f?`.:1:�` ;t.M,:,4Sstir,4.,Itr:,: call be i"al ias+..i.•.+!liH:;:, t Pld'"lll nn r3oard K w below. ,% !';i9at i4 SNrbF SS(!r tt1:1�!`.4 )rt`lCi?'Itr"14ri1f}C�)f.at'tjf'=t:Cf't74r'i!$. ?I'.c jt&C',I'doi f ct(l Y,rf<a Ij. t of t°tr r-f3:',C) 1+ P i I t 1. e•1 fi I "tl it 1 t: i1 � ,r"�!'+,ri!:a y'fNtit`t".rt:)r(:ti t"!3 . < _ l` f1-t3(l;l4f 4t-)i l ?0Vtli CJ=}t}r ; 1_1 i?ll II'`t 6 t;i;ll<t,rR;afn. _ .__.,__ .. _. .._ .._.._.�_._,.... I.f: «n+ i•'{n: r:{+I�s',,, .�,,.(,d.a="{ii;3"ls>;.• yr'Ie6t'p ,. .. .. ,� �, S='•:.Ii.t`f'.k•3 ,l,`,a;`,. l,.tr. (t.,l.,:r a)`S't !:t,' ►a it khnC?ri ofdoi,i tj Cs C dll+iJtPl li':+t"1 3 d✓Ijil)N rt 4<1 mi C1"'t.11@!rtrril}y_Aj,pl Fi+_'C�to 1![CiLa1'Eft lL}i} ltla : , ° A ll I "er tr ,i 1 ojli - l ..,. „ .. .f,!' •:i a:{a. .j3',h.• ,#.0" i a; '•i tier• ,tr:F i;r` ati.' .� ,.,.. .. l {. I !} }� i tip Sol: ,;;2ii r aR1 Ilai`:(:1*rt ti.xnit'f 11 uX.S0-L 7 PLUS {'01 17{"(' >i ft 4+F1'f 0!P(,Ind FfttTi(°(a'il`•t r to 0+t,r;!f'"ifCf. 'i?rf(ti AS SHOWN WAS(1S Jill i f iI � 13 01/02/24 REVISED PER COMMENTS jCM jWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 1 1/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 1 35Q^520 MHz UHF ARRAY CONFIOURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 9 06/1,5/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS a,3A,eM4�,. fy.f ate•._-,... 6 04/13/23 REVISED PER COMMENTS JRF JWS s "" "� i2• „ 5 01/03/23 CLIENT COMMENTS JCM JWS z' weight Height REV DATE DESCRIPTION J 205 Lose assembled 77.93" pRBY cHE YKw D 275 Lbs.shipping weight Width 1 ,Doors 23.625" 2,secured by three point locking system Depth Lacks via fcustorner supplied padlocks e f ' �t p See tacking specifications Sealed with.875 aluminum filled gfiskets ..Useable depth � K.._. material ��4. 4,or j A125"Alumlflex / �� Finish:Painted cream NEMA Class Types available RF properties:Nan-ferrous NEMA 311(Vented),NEMA 4 i la �� ° vents (closed loop-ale),NEMA Ott d' 30 bottom louvers per door faint Tested 1 ' 14 top louvers--In top cover, 1000 Hour salt spray(textured) �' 37 a under Alumishield 0, 1000 Hour immersion One removable filter panel per doorY � 1411xsfd filter flails in top cover Y McKEON HandlessHeigh# A6�EM' EW YOR ICENSED PROFESSIONAL 74'r Zinc,flrirlioGking ENGINEER-LICENSE NUMBER:095374-1 Width , 19.5tt Ralls „. ,. .,.. Two sets 10"Rail standard (far additional rails see accessories) main Body Alodine coated Height:78,23" Holes tapped for 10-32 threads Width:25.5" Each rail supported by three R-STl3UT3r"" Depth:34" .125"Material(Alumiflex: ) Altimishleld0l r Svacina Hand down height:e � SITE NO: ALBERTSON MARINE 19"or 2311 Racking available Width-?,11.�ia" Useable Height Depth:36.67" Usable racking height has bt'en revised Handles to only fit In the opening of the door Jam Protrude 2,2" 61405 MAIN ROAD which is cabinet height minus 4.25" Total Spiace Cccrrpled SOUTHOLD, NY 11971 o.. ;.:0 Maximum-.74',2511 Height:78.855"' Number of rick units per rail set:42 Width:28,46" SUFFOLK COUNTY t Total number RU"s:Up to 84'" Depth:37.75" Useablo Depth Maximum;3t}.5" f>til�irrttim:28,751` SITE TYPE: , 150'-1 CONCEALMENT POLE i r ' "tios,M:�•,,;f a ,t.a K,7 l ,a�,>�.�;2" `i?`.a� [�£' s3{ _I;s:' '�',d� "f:`"` B "/'y�i9�"3a°a ' .-:9 .•... Py, -e, 1 p &; 'i'-,rE•S? ^' ..p., .., .,R: `roc,.tf i` a' f£:' j 5' .�q '" ,. _.,_ ` T ) APPROVED N( COPYR101IT CC 2023,AZINLUT11 ENGINI EIIING P,C.,L.LC ALL lf7Et 7'�.i`? ?}t,r'"Z`" i3.3tz" `i+,�.fi?)" is ila , ' � r• tI(iFITS RESLI2�'EI 74 57' 1 f l,r 1 c3 2,i ifl PLANNING BOARD may,; A'`i 00`_.7;571' ;�'i.r)7 <sn. sill" i t'tal7ttbr ?^rail ..:a,.t+n' 28.711" TOWN O! $OU�'l�O�,D i. 3 43'-1�,N)" 20.37" :30 fi(7" It 1. t t�,a�TE � �-�� -C' Front rind Rear sets of rails allow somfl ► �i P. fit FIRE DISTRICT E equlilmont to tack 44)th directions providing . <flcl". t, EQUIPMENT- 1 tip to 84 fit! _. . . ,... . 3 OD-i'BDDC FIRE DISTRICT OUTDOOR. ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Z,1 ITEVIPART NO. DESCRIPTION OTY. WEIGHT -i�-- NOTES. 1 �JMTC79020808.01 & CENTER CHANNEL 6.28 Cff-'4 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2 IMTC79021010.011 10' SIDE CHANNEL 2 113.57 LBS 3 Mff79-02.03 I CHANNEL ADAPTER ANGLE 8 7.07 LBS 4 Wf-0-9-d2 i 8-i-0bi f-2-0-"-B A R G R A T I N G 4 142.72 LBS 5 GB-05205 5/8" X 2" GALV BOLT KIT 1_32 0.07 LBS 6 5 12 10 i. 6 GWF-05 I^ 5/8" GALV FLAT WASHER 1 64 0.01 LBS 7 P GCM03 GRA.T.+I-N++G. CLIP _=-3,2--- 15 10, [30481 DETAIL A i 6 DETAIL A { ALL CORNERS SCALE 1 4 V 9 DETAIL E SCAll 1 4 4 1 'ti 2 4- J50UTHOLD 7 5 J, i 10 ' J 3 ( — Q1.Otl 2438,40 171 "-! : 13 # il 6 DETAIL C SCALP 4 6 NO. DESCRIPTION QTY. WFIGHT ITEM NOlFNO,' i -------- ............ f` iFT I4 OAS C6S w ot ET' 3/8"X 2"GALV BOLT KIT 28 0.08 LBS 4 3 G3-O5205 5/8"X 2"GALV BOLT KIT 28 0.26 LBS ---4---64--03 3/8"GALV FLAT WASHER 14 0,01 LBS A m 5 F-05L— 28 0,06 LBS -Ail,b MTC39b0 POST,HANDRAIL 14 9,96 LBS 14 ......... 7 Mi63979HRII HANDRAIL,HORIZONTAL 4 16,60 LBS I LBS MTC3979HR12 HANDRAIL,HORIZONTAL HANDRAIL,HORIZONTAL '-J-6--' ''M'T69'74H R-I'4-'-----------HANDRAIL,- I HORIZONTAL I I 1.2 1 5.4.4-L I LBS 2 KnOw Yinat'sbelow, HR15 tllr".rl=lr=l 23 12 r?.2 11 —WT5�-F9 —PCA HANDRAIL TOEBOARD USZ).. ... Rl"ECEIVED Ca I I before you dig. 0 0 0 i f-E3�7-9 H R' 16'- —P LA'-T'E''-,'HANDRAIL..."-'^,— T-*0'E B OA—R 5— D 0 3 -M-T,C-3-"?,'7'9,'H'-R-,I 7*",-",, A—TE,—HA--N-D"-RA—t,L-T-O-E-,"B-O"-A,—R D— _0 9.0 [228.61 0 all 14 H 8 PLATE,HANDRAIL TOEBOARD I 5.37,LBS 7 -0.32 LBS 15 MTC39 ��R 19 ANGLE BRKT,HANDRAIL I i I —So-67ffi-cTd-To----w 16 12-24 X 2"SELF DRJU ING SCR 16 1 0.03 LBS ............ AS SHOWN WAS KM 17 TS 275 1 TEK SCREW #12 X 3/4,WITH NEOPRENE WASHER 8 .62 g Board Planning 11 nnin 13 0 1/02/24 REVISED PER COMMENTS JCM JWS 12 12127123 REVISED PER COMMENTS JCM JWS 11 11/28/23 REVISED PER COMMENTS jcm jws 10 08/30/23 REVISED PER COMMENTS jcm jws EQUIPMENT PLATFORM DETAIL (COMMSCOPE PART #EO-P0810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL (COMMSCOPE PART #MTC3979HR AD A) 9 06/15/23 REVISED PER COMMENTS JRF JWS NOTE: 8 05/18123 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF jws FINAL DESIGN OF PIERS TO BE CONFIRMED 6 04/13/23 REVISED PER COMMENTS JRF jws ONCE ELITE HAS PERFORMED A 5 01/03/23 CLIENT COMMENTS )CM jws ITEM NO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 OTC'FOR MTC4045HF55 CHECKED GEOTECHNICAL BORING AND PROVIDED DRAWN CH REV DATE DESCRIPTION BY BY GB-05345 5/8"X 3-1/2"GALV BOLT KIT 8 8 A REPORT. APPR.OVID rY - z UJI 2 GUB-4355 1/2"X 3-5/9' X 5"GALV U-BOLT 10 10 2: PLA "NY 11,1!G FOARD 3 GWF-05 5/8"GALV FLAT WASHER, 1.70D 8 TOY!111 OF SOUTHOLD CY UJI 4 -'—MT50460 $0,SUPPORT RAIL, 1-5/ "X 60-LONG 5 5 PROPOSED PREFABRICATED U- NOTES: DATE 112-5 1 W2- 0 1 'f'; 5 MTG4045-01 WELDMENT,6'PIPE 2 2 EA MTC4045-02 EQUIPMENT PLATFORM 1.0 GENERAL 2: K 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS (SEE DETAIL 1) ire -PAT 6 MTC4045-12 BASE PLATE,3"PIPE 2 2 PROPOSED 0 1,2 FOR PATENTS,SEE WWW.CS -COM �! 1�� 2,0 DESIGN NOTES BASE PLATE 3,0 MANUFACTURING/SPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3-112" 2 2 4 0 TEST 0 Ca 5.0 PACKAGING) 8 PTCR01 END CAP 10 10 0 C7- EfeEEM. ON/ PROPOSED iZEW Yo IC PROFESSIONAL 2 —------ 4 1 HSS4X4X3/8 COLUMN PROPOSED UTILITY H�FRAME ENGINEE LICENSE NUMBER;095374-1 (SEE DETAIL 3) PROPOSED , 1 11 10 X I 0"X3/8" of 1-1/2 1/4 BASE PLATE TYP GRADE LEVEL ` SITE NO: ALBERTSON MARINE k PROPOSED GRADE LEVEL PROPOSED 5/8" A615 HSS4X4X3/8 COLUMN 61405 MAIN ROAD L-,IJ Cl C� D C3 C)0 ANCHOR BOLT C, <-,110 11 1-� SOUTHOLD, NY 11971 EMBEIDED 1'-6" IN PIER PROPOSED (TYP.) I 0"X I 0"X3/8" SUFFOLK COUNTY BASE PLATE PROPOSED PLAIN CONCRETE PIER -1 0 (4,000 PSI CONCRETE) PROPOSED PLAIN CONCRETE PIER SITE TYPE: 3 1 (4,000 PSI CONCRETE) 150'-0" CONCEALMENT POLE PROPOSED o c 0 o 0 0-u- 0 c, 1- 1:1 to c, o 101IX I O"X3/8" PLATE Ji�) COI)Yitl(',IfT,��;2023,AZIMUTH EN(,INEERINOT).('.,LI,CAI,I. RIOT ITS RESERVE.1) L 1 zl,,� -001� 3 ) 6 FIRE DISTRICT EQUIPMENT- 2 3 UTILITY H-FRAME DETAIL (COMMSCOPE PART #MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY .H-FRAME CONCRETE PIER DETAIL Z-17 NOTES TO USERS LOYC; LEGEND Tt-ls, map Is for use In administering the National Flood Insurance Program. It IsLf 4 All) ZON'EVE SPECIAL FLOOD HAZARD AREAS SUB3ECT TO INUNDATION does not necessarily identify all areas subject to flooding, particularly from local S01WD ZONE X ZONE X ZONE X IF- BY THE 1-1/o ANNUAL CHANCE FLOOD drainage sources of small size The community map repository should be ZONE X 1430 0 FT m tion JOINS PANEL 0 157 4 1'06115' 111,0 10%laTinl0i fiiX4(l0,*,lY0dr 1130d,),al-io knmwi la,;tte Imse Niod, �the filviri t"r�� ;s 1% consulted for possible updated or additional flood hazard infor ati 1425000 PT 72 24715' 'o wat f�z, h rbanre of pqtpJpl or eyrewtedi in ary. 0 Tte N a fIrm Ird A;Pi 15 t e lvql ye-Ir. 41'0"7 0' To obtain more de*alled Informatior, In areas where Base Flood Elevations . . .... ot�,a mbjf.-ct to fiood�rq ty tlt�-1%l-nrvx-)f chance flood. keas Of Special Flood Harald itXwe X;4 .,i: :1'. X. ?,oncs A, AE_AH, AQ Af� A,-Xj, V, arld VE I he t5at�u Hald Is tIM it couroged to consult (BFEs)and/or floodways have been determined,users are en ZONEVE wo, the Flood Profiles and Floodway Data and/or Stim ary of Stillwater Elevations ZON5,X ek nof the I%air�.ial�hnce flood, ,4 .7" l", port that accompan,es ;Fl.16) iab!es contained within the Flood Insurance Study (FIS) re ,ZONE 0A i 1 b CORPORAM LIPAI fSARE A , Ar-' 1 , C Z0l\E A W,Baq_��Jtjod Elevations i�lutealvroid Ois FIRM. Users Should be aware that SFEs shown on the FIRM represert 0&1> l -Fi, WA'ila AC I I'? 2 �'A P ood Feiptioiis determired, L Z, 7 lillt% I -,I , 11., 1 .., , 1901,�i -T % ZOW AE rou 1 1 1 1 "I ". c _41i - I j-,-, '-, -I V E E)"' rided whole-foot elevations, These BFEss are intended for flood insurance COlt-ICIVENT WITH SHORr-�INE KEC rating purposes only and should not be used as the sole source of flood ZONE AH FcW de,,Ce of I to 3 f-_-4 (vA0v amas a ixocling)- Pase, Flmd id % 4 :,''ZON All, elevation information Accordingly, flood elevation data presented in the FIS ZONE X 46 14! C� N ZdNt-AE- report should be utilized In conjunction with the FIRM for purposes of ZOl\E AD 600d&pths of I to 3 lele(kistially st-iw,9,,lv on skyinq tptra�n);la,__arle ",EU E,AE" Eh!ptht s de-cim. oW F.Dr are.�- �f af�rval fan vP.lXibQt_ also 'ZONE X construction andlor floodplain management. ZONE,X', ZONE!A E % dt*. wne own Plannin( ,�ZONE Ccmistal Baso Flood Elevations (BFEs) shown on this map apply only ZONE�-X� p Board ZOW AR Srwri;f Firrd Har-31T'Area thil.ril,prr".rteil finrn t,-.lq�.irqlsi�rnmirf,. �41 firrid by a flxdccm,rA s�suern that was s&T� (tuetlydeoeltfiet _'-wp�ivk landward of 0 0' North American Vertical Data of 1988 (NAVD 88). Users of this "A" *'e FIRM should be aware that coastal food elevations are also provided in the *,.,.. ;",I , _.1... . I. 0 .: " ti�,<Ztes twt the fmTwr WOO ccrtrd S�Stcrrn.15 beim rest�:lrned to Jkle #. .Al, 7r 'ton ftoin 0 in 111%afirluai chli i�:u a 9tn20_,,,flood Summary of Stillwater Lievatons and Transect Data tables in the flood Insurarce ZONE AE ZOW A99 Pn!,i N, W piotityfe.d torn 1% arniol tilaruil flrxxl by i R%Iera! fk1CX1 Study report for this jurisdiction. Elevations shown In the Summary of Stillwater (kL S) :% on s�srem undrr romniftn' no Mw now unixitiorts Elevations and Tremsect Data tables should be used for construction and/or t- 6-tem-wed. foodplain management purposes when they am higher than the elevations shown ZONE`AE�-- 52"N -e livith Veto'CRY haza!d (tva"". 8Cfi,)n1'; 1,10 Nse rky"J on All _4 ZONE V coami floorl N 4, this FIRM, Boundaries of the floodways were computed at cross sections and interpolated t t �LX0236 ., , : . #4 "' ` -,ZONE ZOW VE -X.X .. z* " , r, Q)a-tal flood zom kvrh vekotl ha:!ard ,�%ave acmw,�; between cross sections. The floodways were based on hydraulic considerations X-1*I F Lrp, with regard to requirements of the National Flood Insurance Program, Floodway 340000 FT . . .. . .. -:-:Z'o F* ;I ; �,, , - - 1 .4, , _ , "I " 1 11 1, % -j. ah widths and other pertinert loodway data are provided in the Flood Insurance FLOODWAY AREAS IN ZONE AE CORS�AREAi areas that nxd be lept free The focd.vay r�oe channei of a stream PUS arl�y e1aeF-.9t flondpa;f cf froroachlyclrr x,h,*,r tfo ii%anr*el cltance flootll cin be cerried wittatt sAnnihal I rcreases Study report for this jurisdicticn. X� (§Eg�'IWS EGE46 J� 4" Z00ti, Certain areas not in Specipi Flood Hazard Areas may be protected by flood SOUTHOLD control structures, Refer to Section 2A "Flood Protection Measures" of the T -X OTHFR FLOOD ARFAS Flood Insurance Study repol for information on flood control structures for this 1.00 X 7\ . . . . . . . "Z ZOW_x At es of 0,2%am,ial cKw.e fk-.vx1; as"i of 11%w,rv�il cilk-Ify e I,YA, vil di jurisdiction. av"age depths of less Man A foot or with d", ar"s le,,e,than Nf A I Willie eirle;and ateas proll-cted ty levees VGnt IQ, anwill&,aiwe Hxd. The projection used in the preparation of this map wa * * ,'r, . N!Ej�, Z 77 7 'I', ," I OTHFR ARFAS *-X-ZONE'X.*.*., X s New York State Plane Z , : .X" FIPSZCNE 3104. The horizontal datum was NAO 83; GRS80 spterold x Offferences in datum, spheroid, projection or St�ede Plane zones used in the S114 �X "'ar 4 lit production of FIRMs for adjacent jurisdictions may result in slight positional �,- , , , I. I . 11 ZOKE x Areas d(Terrivned to be ouitside the 0,?%arotia!charce floovar.w. W tx PC t boundaries. These differences do differences In map features across jurisdiction Z ZM D Arna,,mwhichillood haza,(E are Ln&,:ir_,rrrrr. . . ic p 'iW not affect the accuracy of this FIRM. X 4,41iii'll.o I COASTAL BARRIER REF4)URCES SYSTEM(CBRS)AREAS N, flood elevations on this map are referenced to the North American Vertical Datum, CITHERWIESE 1410TECTED AREAS(OPAs) Z of 1988, These flood elevations must be compared to structure and ground "- , -4- , " �: '') V F 7,�- elevations referenced to the same vertical datum, For information regarding ly A:, itt 7' LTA5 a ma s axl C PA s an w.in v I ty loc a ted.w lin or adj i re it to S pec i at F11 o od H 3 na rd A t,,�a V North American Verficaf Datum of 1988, visit the National Geodetic Survey s. 111A,Firk.ual Ov 1n b, A conversion between the National Geodetic Vertical Datum of 1929 and the 'P, - X �14 U N t: Webrsite at hftp:/I�A/ww,ng§.naaa.ao or contact the National Geodetic Survey at �3� �:,l: 'ZONEAE '00 0 idNE VIE, address. I'locic!tvay bourdaty 0, > p NGS Information Services C;�A, NOAA,NNGS12 Zoi-L y "Ai lv* "4,�A, ,'ZONE AE- National Geodetic Survey I , . "4" 1 ,, �t CWS aM(rA t,,. SSMC-3,#9202 t Bourdaly dividing -Sxcial Food Fward Area 7ones ard 'A bxaxlary divv,%ig Flaill H6,*.?td Areas of diflvro,t 1315 East-West Highway Silver Spring,Maryland 2091�-3182 (3010 713-3242 'A L I T;q r.Nil-o I,)r r�,A T F Flo,I HeAtions,flood clepth,or flood veloc e'� -,WAVE,AC GE 7 A, ZONE VE Know w1riesbelow. To obtain current elevation, description. and/or location Information for bench (FL fl� la value-es"ition in fb,,t� x BasL!Hood H cvr,�n lit &P 4t�P,""" , I marks shown oil this "p, please contact lie Information Services Branch 513 Call bnfnre you dip. V t lase fi""Flvrvat�ln V'Jue who-,-unfon-n wil N V,zom'- -3242, or visit its website at of the Nationat Geodetic Survey at (301) 713 (F 1. in feet, ov. Z bZ,1kvvw,ngs.noaa,n 'ZONE AE,.i. jv` m I Pefelenced 0 the N3:lth Arlieccan Vertc?l Datum of 19S�, Base map information shown on this FIRM was provided in digital formed by the oiv� Z", Nwi York State Office of Cyber Secull.ity and Critical Infrastritc ordination "N ec W, lure Cc Cm% n line This information was derivedfrorr.digital orthopholography produced at a 1.0-foot ZONEX, AS SHO WAS iZONE,* -- - hrin. WN JKM *.,. . .4 .'''"'Z 1, 'i, , I I:. !'14 % , _.- I I IV ,.1,�..1. j, "I, -I I I I, --,,-': ,I.I I-I,I L I I pixel resolution from pholography datea 2004, A Tramect I i- Based on updated topograptlic information, this map reflects more detailed and '' . . . .." . , .I 1�I I 13 01/02/24 REVISED PER COMMENTS JCM JWS cergdoitesi iefei emid to,the R411i Nitertrail Opturil Y ZONE�AE�', ZONE, 87"OT45",32'22%" It" ", )jwhere up-to-date stream channel configurations and floociptain delineations t!-lan "Vk 12 12/27/23 REVISED PER COMMENTS JCM JWS X '76' IN Ili iw�rsat ,A,wl,,7otit,18 2ONE A 6 rich Nissequogue River In lZ Proilles and Floodway Data tables for the Northeast Sri ONE,X those shown oil the previous FIRM for this jurisdiction. As a result, the Flood JCM JVVS I 1 11/28/23 REVISED PER COMMENTS the Flood Insurance Study Report(which contains authoritative hydraulic date)may X 00000 FT 500,7,f,-,ot grid valijew statenarrie%ate Plane c=djn3te "",�, reflect stream channel distances that differ from what is shown on this map� Also Nir 17�- % All . X Y. % 10 08/30/23 REVISED PER COMMENTS JCM JWS the road to floodplain relationships for un,evised streams May differ from what is shown on previous maps Lu _Lv, Z % DX5510 Fttrrh r1l,1tR (�A��e-piinatm ri Nke;h.,LK-l;,, toit�A tilis Corporate limits shown on this map are based on the best data available at the C<L WS X 9 06/15/23 REVISED PER COMMENTS JRF J rlplkll IM11M, Z v; # 0, np; jNk� �\� 8 05/18/23 REVISED PER COMMENTS JCM JWS V *M1 5 ,-annexations may time, of publication.Because changes due to annexations or de Z A' 'M X R if community officials to verify current corporate limit locations, have occurred after ths map was published,map users should contact appropriate 7 05/05/23 REVISED PER COMMENTS JRF JWS Rptirr,Ij-1,nn,&Wri Reposftxasorr Map hy�,X NEAE ZO Please refer to the separately printed Map Index for an overview map showing k"S'A f g,� nelS fGrlNSj1A(i5diCti0n. �V_ I EFFECTIVE 0ATE0FC0(1NT('41DE 6 04/13123 REVISED PER COMMENTS JRF JWS iji .11��el�,1-1"t I ATC IMP , - - "� "I',.,- 1 the layout of map Pa V ED May 4 IIMW� W 41JIMM'A 845 L 5 01/03/23 CLIENT COMMENTS JCM JWS y*4, The AE Zone caegory has tieen divided by a Limit of Moderate Wave Action "V 24 AE (WhIWA), The UMWA repreients the approxirriate landward finnit of the 1,15-foot ,()F RF'V1Sir)!,49)TOTHIRF.AN L iEFFE<,'f IVE 0A JI:(r 0 N$V DRAWN CHECKED L and the LIMWA " , '111 � 'p. REV DAT DESCRIPTION BY BY breakingwave The effects cil wave hazards between the VE Zone E fit wave act"n,to fliculporbitt Prlwa,y tot between tne shoreline and the LJMWA for areas where VE Zones are not �4 -aa ofcoalital owst-art to cha,lc*Ease Flood Fi rat Dune araivsis,to terle��i the effL idaritifiedi will be similar to,but less severe than those in the VE Zone. E1ew4t!0nS-It)ViOdatti Plat)filt,tint and If.,reffect updated topogreptite intonnation 7 335003 FT 4,4- Map Service Center at 1-800-35F-9616 for information on -7 Contact the FEMA �777777 ailable products associated with t1lis FIRM. Available products may include INV v �?V iously issued Lette Study report, and/or �E , , :�, , ': ,,- , ,��:�,,-,, �, ,",-,:, L lo deteirritriP if f instiranrie is avallahie in this mmmunity, nt -t tr I At an pre� rs of Map Change, a Flood Insuranr tA VO digital versions of this map� The FEW Map Service Center may also be reaclied a: Prmparn-tit 1-800 638 W,0 V., by Fay,at 1-800-3CZ-9620 and Its website at http)/msc.fema,gov, 'SOUPT A fir �V' '41 �14 ave questions about this map or questions conceming the National Flood If you h, Insurance Program in general, ptense "Z MAP SCALE 11" 500' call 1.877-FrMA MAP (1-877-136-7627)or A"4 V, to/tw,.Alw fem agov 250 0 SCO 1000 FEET visitthp FEMAwebsiteat LOCATION OF PROPOSED WORK e 01"W, I METERS 0 N I=i,V F ISO 0 ISO 300 U N COASTAL BARRIER RESOURCES 2 NE V N, SYSTEM (CBRS) LEGEND 'A- 4. "1, 1"t,1 1 , , I , ��,ZONE, E� Ri .I PANEL 0159H ZONE X 10-01-1983 CSRS Area "ZONEWE'll',, P�E N NEW YO LICENSED PROFESSIONAL NOT AVAJI ABLE FOR STRUCTURCS NEWI.Y SUILT OR 17�,OOD INSURANC17 '110IT -IF DFRA SUBSIANI LALLY IMPROVED ON ORAF IER 0C10BER 1,11183, INDESIGNATED F I R M ENGINE LICENSE NUMBER:095374-1 GBIRS AREAS. J ATF -*a 'V FLOOD INSURANCE RATE MAP �,T 1146-1990 CEIRS Area I it Al ;AVEN T UE ,TURES NEWLY BUILT Oil Z dkE At for SUFFOLK COUNTY, NEWYORK 7. SUBSTANTIALLY I MPROVED ON OR I (ALL JURISDICTIONS) AFTCR NOV17 FLOOD INSURANCE NOT AVAILABLE FOR STRUC _M3ER 16,1990, IN 1EA, ZONtVffi NATEDCHIRSAk q. 111-16-1991 Otherwise Protected Area(OPA) CONTAINS: S11'' Itel Is Ind PPROVED BY -AE- A NE '361 809 'F NOT AVAILABLE FOR STRUCTURES NrVA,Y BUILT OR . I i COMMUNITY NUMBER Fj�.00D INSURANC SUBSIANTIALLY IMPROVH)ON OR AFTER NOVEMBER 16,IWI IN D�81(3NATrD OPAs WITHI NTI Jr.Cf3RS, SHELTER ISLAND, 360809 PLANNING BOARD SITE NO: ALBERTSON MARINE 11-15-1993 C13RS Area OUTHOLD TOWN OF TO\P,', N OF S L!!t I IT-, Ail o 6 WT SOUTHOLD,TOWN OF 360813 NOT AVAIt ABILF FLOOD INSURANC17 FOR STRUCTURES NEWLY BUILT OR A 61405 MAIN ROA Tl P. SUBSTANTIALLY I NIPROVED ON OR AFTIER N0VFMTfER 15,1993 IN DATE W,ZONE DESIGNATED CBRS AREAS. 4 SOU"TOLD, NY 11971 MD 1 -1993 Otherwise Protected Area(OPA) ��ZON&Ah�,. NOTE �A -X TW,MAP OW1 F;;F1,W A'r-R'�F T fir I F4PP FIR F Our H�L 1,r4rEP THE COA�14(. 46 -TFIA V�*,Akll F E�APMP 14 'P E�;A'T -P i Arja-'+' INSURANCE NOT AVAILABLE FOR STRUCTURESNRIVLY BUILTOR SUFFOLK COUNTY FLOOL ,NTIAI-LYIMPRO\/EtiONORAFTr,RNOVrki�",3ER 15,1%, 31N 5 SUPSTA V s W, it DESIGNATED OPAs WITHIN THE CBRS. 4, PANEL 159 OF 1026 o E TWE: N MAP SUFFIX: H 02-24-1997 CSRS Area �k SIT 'i 'p, -,Rfif�Nl PANEL LAYOUTi FLOOD INSURANCE NOT AVAJLABLE FOR STRUCTURrS Nr.WI,Y BUILT OR ($EE 1,14P NULA Fc� Y 150'-0" CONCEALMENT POLE SUBSTANTIALLY IMPROVED ON OR AFTER FEBRUARY 24.1997 IN DESIC"ATED CBR Nat;ce to User The Map Number shovvit,Wow sh,,:,ulI IlD 'A (D S AREAS, usol vhin pspcing niar, wdors V,a Community Number -�tvd be use app'icat,on ux it,, B-Dundarles of the John H.Chafee Coastal Barrier Resources System ......:"," 1 11 V , 11", - 'I �,�,.,1" '0', , ',1 1, , I , � . I . showr. sh ,d on 1 e `:A 'EIRS)shown on this FIRM were transferred from the official CEIRS 7 A.. I—' ,,r ,>,,_, I ,�lt`A", ""Y' , . ,I 4 ZONE� A '011YRIGIIT 10 2023,AZINJUT11 ENGINEERING P.C.,LLCALL source map(s)to C rithisareeland am depicted on this FIRM for MAPNUMBER Informational purposes only. The official CEIRS maps are enacted by P0 RIGHTS RESERVED �Af Congress via the Coastal Border Resources Act,as amended,and maintained by the U.S,Fish and Wildlife Service(FWS). The official '41 0,46', 36103CO159H 72 22*30" CBRS maps used to determine whether or not an area Is located within 2e""E PANEL 0167 fLNs.gov. For an ttie CEIRS are available for download at httj3:11www, 41 03'46' - official determf nation of whether or not an area Is located wftfiln the MAP REVISED CSRS,or for any questions regarding the CEIRS,please contact the FW S 72"24',12 6" SEPTEMBER 25,2009 field office for this area at(631)776-1401, Feltleral Emergency Nlanagernent Agenc) 2007 FLOOD INSURANCE RATE MAP 4 0 4 8 (,RAIl1fIC,SCA1X` 1 2 1 CALE: 1/4"= 1',C)" F'OR 22"04"DRAWINWIS Z-18 (IN FEET) I I 2007 FLOOD INSURANCE RATE MAP SCALE 1/8"- P-O"YOR I 1 17"DRAXV1 NLGS '12 ,ID 0 N�E �'� Z cii \fii, 0