The URL can be used to link to this page

Home My WebLink About1000-56.-3-15 OFFICE LOCATION: ®� W S® MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Ee Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) ® a Telephone: 631765-1938 Southold NY 11971 C®UM�,� ' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 16, 2023 Re: LWRP Coastal Consistency Review for BUDDS POND MARINA, INC SCTM# 1000-56-3-15 VHB Engineering, Surveying, Landscape Architecture & Geology, P.C. on behalf of BUDDS POND MARINA, INC. requests a Wetland Permit for the installation of a 150' above grade level (AGL) concealment pole (with antennas mounted within and upon), and ground-based equipment of the Southold Fire Department, Verizon Wireless, Dish Wireless, and room for future wireless carriers; install a fenced equipment compound, landscaping around the equipment compound, and utility routing that will occupy a ±3,500sq.ft. portion of a un-vegetated, gravel-surfaced area that is currently used for boat storage; install connections to existing utilities; and erosion and silt control methods will be utilized as necessary to prevent water quality impacts. Located: 61405 Route 25, Southold. SCTM# 1000-56-3-15 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. 1. No physical direct or indirect adverse impacts on wetland systems will occur as a result of this action. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold RECEIVED OCT .04 2023 LWRP CONSISTENCY ASSESSMENT FORM Southold own A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to theJown of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its si ig ificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listinLy both supporting and non- Supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 056.00 -03.00 _015.000 PROJECT NAME Proposed Wireless Communications Facility-Albertson Marine The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑✓ Building Dept. ❑✓ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: See Attachment Location of action: 61405 Main Road, hamlet of Southold (SCTM: 0100-056.00-03.00-015.000) Site acreage: 0.95±-acre Subject Property/0.06±-acre facility compound (Project Area) Present land use: Boat storage and maintenance Present zoning classification: Marine II (Mil) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Elite Towers,LP;New York SMSA Limited Partnership d/b/a Verizon Wireless;Dish Wireless,LLQ Southold Fire District (a) Name of applicant: (b) Mailing address: c/o Gregory R.Alvarez, Esq.,Amato Law Group, PLLC 666 Old Country Road, Suite 901, Garden City, NY 11530 (c) Telephone number: 516-227-6363 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or _ not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of'Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary ^ Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable See Attachment Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable See Attachment Attach addiiional'sheets if necessary Policy 5., Protect and improve water quality and supply in the Town of.Southold: See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable As the Proposed Facility would be unmanned,it would not require potable water,nor would any liquid waste be generated.Furthermore,the Proposed Facility would be located within an existing developed area and no new impervious surfaces resulting in additional volumes of stormwater runoff would be created. Rather,it is expected that installation of the Proposed Facility would result in a net 0.04t-acre reduction of impervious surfaces and a corresponding increase in landscaped areas(i.e.,for screening vegetation to surround the proposed equipment compound).Thus,there would be no impacts to water quality or supply. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town,of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ Yes ❑No ❑ Not Applicable See Attachment Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through,34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable As the Proposed Facility would be unmanned and remotely monitored,requiring minimal vehicular trips(i.e.,approximately one per carrier per month for maintenance/monitoring),there would be no significant adverse impacts to air quality resulting from automobile emissions.Moreover,the Proposed Facility does not involve the creation of an industrial use.As such,it is not anticipated that the Proposed Facility would have any adverse impacts to air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ❑✓ Not Applicable The Proposed Facility involves the construction of an unmanned communications facility,which would generate minimal construction solid waste and no solid waste during operations.Thus,no environmental degradation from generation of solid waste,hazardous substances or other wastes would occur. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑✓ Not Applicable As previously indicated,the Proposed Facility involves the construction of a wireless communications facility upon a previously disturbed portion of the overall Subject Property that is used as a boat storage and maintenance facility.As such,this project does not provide or impede public access to, or recreational use of, coastal waters, public lands and public resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable See Attachment Attach.additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III--Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable As the Proposed Facility would be unmanned,is unrelated to marine resources,and is not located on or adjacent to the shoreline,it would not impact living marine resources. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable The proposed facility would have no impact on agricultural lands in the Town,as the proposed facility would be situated on a previously disturbed,unvegetated area of a boat storage and maintenance facility. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable See Attachment PREPARED BY TITLE Environmental Planner DATE June 7,2023 William Sklar,AICP VHB Engineering,Surveying,Landscape Architecture and Geology,P.C., as Environmental Consultant to the CG-Applicants Proposed Wireless Communications Facility-Albertson Marine 61405 Main Road Hamlet of Southold,Town of Southold Suffolk County, New York LWRP Consistency Assessment Form Attachment Nature and Extent of Action: The Proposed Action involves the installation of a wireless communications facility, including a concealment pole and associated equipment, at 61405 Main Road in the hamlet of Southold,Town of Southold, Suffolk County, New York(the "Subject-Property," see attached Site Location map).Specifically, the Proposed Action includes the installation of a 150±-foot above grade level (agl) concealment pole with the antennas of multiple wireless service carriers concealed within and two Southold Fire District whip antennas mounted atop the concealment pole reaching a top height of 164-feet-1 0±-inches agl. Six -Verizon Wireless panel antennas would be installed within the concealment pole in three sectors (two panel antennas per sector) at centerline heights of 141-feet-2± inches agl and 146-feet-1± inch agl.Three Dish Wireless panel antennas would be installed within the concealment pole in three sectors (one panel antenna per sector) at a centerline height of 132± feet agl.There would be room for additional future wireless service carrier antennas within the concealment pole below the Verizon Wireless and Dish Wireless antennas. The concealment pole would be installed within a 70±-foot-by-3 5±-foot(2,450±-square-foot [sf]) ground-based fenced equipment compound situated at the rear(north) side of the Subject Property behind an existing boat storage warehouse.The equipment compound would include space for the equipment of multiple wireless service carriers (i.e.,Verizon Wireless, Dish Wireless and future carriers), and the Southold Fire District. The Verizon Wireless equipment would be installed atop a proposed 1 0±-foot-by-20±-foot (200±-sf) steel platform surrounded by a 42±-inch-high handrail, and would be covered by a steel canopy with a top height of 11-feet-6± inches agl. Four Verizon Wireless GPS units would be mounted atop the equipment canopy to a top height of 13-feet-6± inches agl. The Dish Wireless equipment would be installed atop a proposed 8±-foot-by-10±-foot (80±-sf) steel platform surrounded by a 42±-inch-high handrail. One Dish Wireless GPS unit would be mounted atop the equipment platform. The Southold Fire District equipment would be installed atop a proposed 8±-foot-by-10±-foot (80±-sf) equipment platform. The equipment within the compound would be connected to the concealment pole via cable bridges (one cable bridge per equipment platform).Additionally, utility connections (i.e., power and telco)would be routed underground from an existing utility pole on Main Road to a proposed transformer and mesa cabinet within the equipment compound. Power and telco conduits would be routed underground within the equipment compound from the transformer and mesa cabinet to the equipment platforms. All equipment within the compound would be elevated a minimum of 3± feet agl to provide a minimum of two feet of clearance above the base flood elevation of six feet (North American Vertical Datum of 1988). Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form The equipment compound would be surrounded by a 6±-foot agl black chain link fence with an access gate on the east side of the compound. Evergreen trees with a minimum height of 6± feet agl would be planted in a stager pattern along the north and west sides of the compound to provide additional screening. Section C—Evaluation of LWRP Policies This section provides additional discussion of the relevant items listed in Section C of the LWRP Consistency Assessment Form. Policy 1 —Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. The proposed concealment pole and associated equipment compound would be situated upon an unvegetated portion of the overall Subject Property,which currently serves as a boat storage and maintenance facility.The Project Area would occupy only 0.06± acre (5.9± percent of the Subject Property).The proposed concealment pole would conceal the antennas of multiple wireless service carriers within the pole,thereby promoting co-location and obviating the need for multiple tall structures throughout the community, and would be a neutral color to blend with the sky and surroundings.The installation of Southold Fire District communications antennas would improve emergency response services in the area. Further,the concealment pole would be situated along a corridor containing a variety of uses, including marinas and the Long Island Rail Road (LIRR), rather than along the shoreline or on agricultural or open space land. Finally,the presence of a communications facility along (or visible from) the Main Road (NYS Route 25) corridor would not be precedent setting, as there are other similar facilities with communications antennas along that roadway, including at the Southold Fire Department, 1.16± miles west of the Proposed Facility, and at the Southold Police Department, 3.64± miles southwest of the Proposed Facility. Overall,the design and location of the Proposed Facility minimizes adverse effects of development and is consistent with this Policy. 1 _l Policy 2—Protect and preserve,historic and archaeological resources of the Town of Southold. Section 106 review was completed for the Proposed Facility.The New York State Historic Preservation Office (NYSHPO) issued a determination as part of the Section 106 review, dated November 16, 2017, indicating "No Historic Properties in Area of Potential Effects (APE)"for Direct Effects, and "No Adverse Effect on Historic Properties in APE"for Visual Effects (see Appendix A for SHPO determination). Therefore,the Proposed Facility is consistent with this Policy. Policy 3—Enhance visual quality and protect scenic resources throughout the Town of Southold. Although the proposed concealment pole would be visible from the surrounding area, including along Main Road (a designated Scenic Byway), it is anticipated, as indicated by the visual analysis submitted under separate cover(see Planning,Zoning and Visual Impact Analysis,VHB May 2023)that views would be limited, as the proposed concealment would be obscured from view from many locations by intervening structures and vegetation.The proposed ground-based equipment compound would be situated at the rear of the overall Subject Property, behind an existing building, such that it would not be visually prominent in views from the surrounding area. Finally,wireless service carrier antennas for multiple carriers would be concealed within the concealment pole structure,screening the antennas from 2 l Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form view and obviating the need for multiple communications facilities in the area.Additionally,the concealment pole's neutral coloration would allow it to blend with the surrounding area. Further,views of the proposed concealment pole would not berunprecedented, as there are other similar facilities with communications antennas along that roadway, including at the Southold Fire Department, 1.16± miles west of the Proposed Facility, and at the Southold Police Department, 3.64± miles southwest of the Proposed Facility. Overall,the Proposed Facility has been designed in a manner that is protective of visual quality and scenic resources, consistent with this Policy. Policy 4—Minimize loss of life,structures,and natural resources from flooding and erosion. The Subject Property is not located within a Coastal Erosion Hazard Area. According to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Panel 36103C0l59H,the Proposed Facility location is within a designated Special Flood Hazard Area'(i.e.,Zone AE, base flood elevation 6 feet).This indicates that there is a one percent annual chance of flood waters reaching or exceeding the base flood elevations at the Subject Property.As indicated by the project engineer,Azimuth Engineering, installation of the Proposed Facility would result in the minimal disturbance of only 0.08± acre of existing unvegetated, previously developed areas on the Subject Property and a 0.04±-acre reduction of impervious surfaces at the Subject Property, replacirig existing impervious surfaces with new landscaping (i.e., screening vegetation surrounding the ground-based -equipment compound). Furthermore,the Proposed Facility is designed to meet the Town's Floodplain Development Permit requirements for nonresidential structures, as set forth at § 148-19(A) of the Town Code.These design features include elevating the proposed equipment on platforms at least two feet above the base flood elevation, and ensuring that the portions of the facility below the base flood elevation (i.e.,the base of the concealment pole and equipment platform support piers)will be constructed to be watertight and substantially impermeable to the passage of water and are capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. Based on the design of the Proposed Facility, it is consistent with this Policy. Policy 6—Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. The Project Area is not within or adjacent to a Significant Coastal Fish and Wildlife Habitat.The Project Area is within the 100-foot jurisdictional adjacent area of NYSDEC and Town of Southold regulated freshwater wetlands.Consultation is underway to secure wetlands permits from the NYSDEC and the Town.As provided by the project engineer,Azimuth Engineering, during construction, silt fence, straw bales, and other erosion and silt controls will be installed and maintained, as necessary,to prevent adverse impacts on wetlands. It is also noted that the Proposed Facility would be on a previously disturbed, unvegetated area, and would not result in any significant adverse impacts to ecosystems. Policy.10—Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. As the Proposed Facility is a wireless communications facility, it would not directly protect or promote the siting of water-dependent'resources. However, existing and future water-dependent uses would potentially benefit in emergency situations, as Verizon Wireless service, Dish Wireless service, and the services of potential future wireless service providers that would co-locate within the facility,would be 3 Proposed Wireless Communications Facility—Albertson Marine LWRP Consistency Assessment Form enhanced. In addition,the Southold Fire Department would install communications antennas at the top of the concealment pole,thereby improving its emergency communications capabilities. Policy 13—Promote appropriate use and development of energy and mineral resources. The Proposed Facility would use a minimal amount of electricity and would be unmanned.Therefore, the effect on energy and mineral resources would be minimal. J t \\vhb.com\gbl\proj'\Hauppauge\22175.00 Elite Towers-Albertson\Reports\LWRP\CAF Attachment.doa 4 � lip + go Ilk 1 '�` • '* Ar �- # ,� • h t #op% l gap- A PHOTOGRAPH LOCATION MAP Albertson Marine Wireless Communications Facility 61405 Main Road Town of Southold, N Suffolk County, New York Photograph Location and Direction Aerial Imagery Source: Nearmap, March 19, 2023 �V��U ii f r ` `1'P r; � '•�;, 'r.,i <-_ YJ i':t;'""`t `'Xk.+,'i.'�"z"Z.ti,i +e vtk.��"(�,� "iG:.'*a+?'°'� -ha '�x,,:.*.1 +.D; r��:,.. • • -• • • -• ••. • ITWU - • • • 1 t �i r'�'�atr,- a� dk'�rf �`j�.�``� i• �• �isi+�' �F.'K�.`'+c,,,j I I 1 f Photograph No. 3:View of the LIRR tracks,the proposed public utility wireless communication facility site, and the site building from the boundary of Wetland W1,facing south-southeast(March 29, 2023). ^�.ry .. "'i2jrs _4' �� "�• R: � r.`+•- xr-' �, y�_x3a;rx'1� * s �� .a Y �} Photograph No.4:View of the LIRR tracks and Wetland W1 from the proposed public utility wireless communication facility site,facing north-northwest(March 29, 2023). L Y Gr ��RS K as �6 F�. 79 • y� _ ? o} R�R�� 1. �' v ':4 '+r .��y""T ,'`.r_'A•IPSY>,� � a+.-' � �'�'��► Y�l �.�� -yam - i `v I i NN I dd OT � i .I •d4 a;+��j� , �- ��i�r y � ��: Al ` t ` .I • ��I„ayyt>! x�17L ',.'y�1..7� ,(�yy'f�I+J]/J/i ��_it\ _ _ � f � i 1• }f .. IJ iV; 9 ^�.* �,�5/•�YJ}!'li:�.1,��Yy� s/�f 1 i hs,, / 4� �I '� _ :;;a� " �� .. \� t-r � - ,r :v'' "�" �,,. a r�, ?�� r•�"� ,nCf'+4 -#' y v • F � s a > , �a • 1 1 -'—eta. ic.� �7►, : ' y�.v �;, !L, � 7= i. , • ri�P ,lid J � y ../ /✓,.3�'�, - ,•' ,f," 1 ► � �r-K:ay'� �,� � vt-�t� ��.. �- � ;.�• �gc Figure 1: Site Location Vhb. Proposed Wireless Communications Facility - Albertson Marine 61405 Main Road, Hamlet of Southold, Town of Southold, Suffolk County, New York SCTM No.: District 1000—Section 056.00— Block 03.00—Lot 015.000 �, fc I �'#� Proposed Wireless Communications Facility +� OW E Ma��RO o ' �• e.� 'r yi P c Subject Property r as, �r ado Suffolk County /` 0 100 200 300 Feet I � 0 Subject Property* *Subject Property boundaries are approximate. Source.Suffolk County Real Property Tax Service Agency(2076),Nearmap Imagery(2023) N-�om � aFF SFC NU O53 SEE SE<.NO 052 rOFxaO� `J f MniUN .INE �..�..a_ t �' n b.Y. S SjF 1.• 245 IV ti�IL4 1e a � .tars.f.rwrty .w � cQ ,,vy N] N� i - t TDMM Of i 'Y� i oaos� +�� s - ♦ sournan '-'-'.?x«,r, her•, � � �., i 4.. oz� 14� ` oFeemaN,wo.:♦ 4 +` v ', -'a . '� �� "+, OSOIO/t 0 ^ ]U C,OIMTYOF 3UFF'0.R 4y 4 ,. ., u ... .N aBHW a pi N Y 4 A1.$lF� f+ ocoaro i•y�i"t? � w l'S ';4•. 16� awn V _♦ � -p.x �,a e G p t3 s m•. 1u+ !•`R .rv. 'F-p ,le 4 TawF�00F + I i "j s4......+a4� a t os b lia 42 two y 1 ♦ x' 1$^ s n.le {. .'fir �q' ,• >� � `�q•�oi,. � �^ + r � tls a A *�l,`"p« OHO r 1 B9A s-1 eY" S. ♦ OO�gI- q r •IEr��__. .11� 1,5° x1 s+ �et� tta�,f Ff -� y t y.� yj>.�H ,�. ✓ •� � E��,'� 22 1i 12 'v^ ,P .• v teem.,.,,.pis .. 4nzry .� +° +Da�. .•'�td tvH41 ��s�',� i .`�,"N"a�m,»s ��a a?`.. .., ,• ♦ ji•';y • , COUNTY meMcl a P 2a � . `�,a . I . • � .NYN.a�., T! i,t P M N 19f, . Lr� �•Y,-�'' B?�• �JP`a- 1, 49 '`F 4 'n} p• t&a r^ y f� �,.,,. dal f14� `r ;�T ,,?�1 s I v vowr�n + y ➢ " 21 'W? YS Nt41 a .q. A, '•0 FON POL C Y a SEE SEC. O , �y] 4 �. ri' 9EE BEC MO OSS Im COUNTY O S LK U rar�cra pe ` s, O,g D Y Nwnwwa_.reNTw sHFw v Twamwnury vD I. lrE w,uF� u� �'�. W slr X0..COMviwv waS�BrtD � � -OLD Ewa m a r ro 056 D :<<___,__ �^• —___ ,.....,..,, 17t1 4..e..�. ,,, mn of vamnrr relas+e«r rE D � PROJECT TEAM GENERAL NOTES CLIENT REPRESENTATIVE THE FACILITY IS UNMANNED AND NOT FOR HUMAN NA•RATON.A TECHNICIAN WILL VISITEFFECT THE SITE AS REQUIRED FOR ROUTINE \\\ MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY Iy COMPANY: ELITE TOWERS LP. �/f • ' SEWER SERVICE POTABLE WATER O0.TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. O ADDS: I S.DURKEE LANE //\\ \ CRY.STATE ZIP. E PATCHOGUE NY I I TR CONTACT: TANYA NEGRON b PHONE: IS16)410%/30 APPLICABLE BUILDING CODES&STANDARDS E.MLIL TANYANEGRON(EEUTE-TOWERS.COM AZ I M UTF ELITE T O W F R S LP ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE j SITE ACQUISITION FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PUNS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS LP. PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. c ADORER: IS.DURKEE LANE Wireless Communications In�rastructure Experts 5ric CRY,STATE LP. E PATCHOGUE NY 11771 I. 2020 BUILDING CODE OF NEW PORK STATE(IBC 20I8 WITH AMENDMENTS) CONTACT: TAWA NEGRON PHONE (SI6)4104730 2.NATIONAL ELECTRICAL CODE NFPA 70-17 f'ITE TOWERS LP E-MAIL TANYA NEGRON@ELITE-TOWERS COM NonE. sLP 'F#k 3. 2020 flRE CODE OF NEW TORK STATE(IK 2018 WITH AMENDMENTS) ENGINEER 1.LIGHTNING PROTECTION CODE NFPA 7MZ017 COMPANY: AZIMUTH ENGINEERING P.C. ELITE SITE ID: ALBERTSON MARINE p ADDRESS: 90 E.HALSEY ROAD,SUITE 106 S. AMERICAN CONCRETE INSTITUTE 318,14 IRE CRY,STATE ZIP. PARSIPPANY,NJ 07OS4 6.AMERICAN INSTITUTE OF STEEL CONSTRUCTION I STH EDITION CONTACT: JEREMY MCKEON y/�B E� PHONE 973-970-OW 7, EIA/TIA-222 REVISION H Soy B•�"m E-MAIL JMCKEON@AZIMUTHEG.COM 8.TIA 607 FOR GROUNDINGAPPLJC �'•p COMPANY.- VERIZON WIRELESS 1 IEEE C2L FORTEST ELECTRICAL ELECTRONICS ENGINEERS BI �OC P�• COMPANY: ELITE TOWERS LP. ADDRESS I S.DURKEE LANE 10.IEEE C2 LATEST EDITION CITY.STATE ZIP. E.PATCHOGUE NY 11772 CO-^�UM SITE NAME: SOUTHOLD TELCORDIAGR-127512 ANSITI311 ■ COMPANY: NEW YO0.K SMSA LIMITED PARTNERSHIP dNa VERRON WIRELESS PROJECT DESCRIPTION/SCOPE OF WORK veimOn� ADDRESS: 4 CENTEROCK ROAD CITY.STATE ZI, WEST NYACK.NY I0994 THIS PROJECT WILL BE COMPRISED OF. CO-APPLICANT ELITE TOWERS: INSTALLATION OF NEW EQUIPMENT COMPOUND,6'-0•HIGH CHAIN LINK FENCE I50' • PRlFOrW •SEEF ADDRESS, 50U5 MAINOLD ROE DISTRICT • ADORE: S55 OUTHOLD, ROAD SOUTHOLD FIRE DISTRICT CONCEALMENT TOWER MESA LANDSCAPING PINGIELECTRICSHRUBBERY BANK ELECTRIC TRANSFORMER CRT,STATE ZXP SOUTMOLD.NY 10991 STEEL B CONCRETE BOLLARDS LANDSCAPING B SHRUBBERY w. • NEW 70'-0••35'4•EQUIMENT COMPOUND WITH C-O"CHAIN LINK FENCE.=I Call • NEW I50'CONCEALMENT TOWER=I FOR STATE SPEOM DIRECT PHONE NU119ERS MESA CABINET I SHEET INDEX lFCT0.1C METER BANK=I N9T ` "N • ELECTRIC TRANSFORMER=I SCaIE. ARM n� —EO e. SHEET NUMBER DESCRIPTION STEEL&CONCRETE BOLLARDS=4 AS SHOWN WAS JKM • NEW TREES.SHRUBBERY.LANDSCAPING=T.B.D. Z-01 TITLE SHEET 61405 MAIN ROAD SOUTHOLD N7 FIRE DEPARTMENT 8 OSMSM REVISED PER COMMENTS )CM JWS 7 OSNSR3 EVISE RD MR CaMFENrt JRF JWS Z-02 SITE PLAN B NOTES NEW FIRE DISTRICT EQUIPMENT CABINET=1 6 04/13/23 REVISED M:R COMMENTS JRF JWS • NEW RITE DISTRICT PREFABRICATED EQUIPMENT PLATFORM=I Z-03 BULX TABLE • NEW FIRE DISTRICT CONCRETE PIER=4 5 OI N3713 uENT COMMENTS fCM JWS Z-01 ZONING SPLAN INFORMATION SOUTHOLD, NY 11971 NEW FIRE DISTRICT Z-05 200'RADIUS MAN NEW FIRE DISTRICT PT?=1 4 12/14/22 U—COwQ+n WPK WPK Z-06 VICINITY PLAN VERRON WIRELESS: 3 06NIR2 LENT COMFENR WPK JWS 2 S/IOR2 UINTCOMeENR )CM JWS Z-07 500'PROPERTY OWNERS UST SUFFOLK COUNTY INSTALLATIONOFNEW 2'TERCONCRETE PIERS CABIN10'-0•STEEL EQUIPMENT PLATLIGHTS, I BW521 uEM CDMfENtt fCM JWS EQUIPMENT CABINET.BATTERY CABINET.TELCO CABINET.0'S CABINET,WORK LIGHTS Z41 COMPOUND PLAN DISCONNECT SWITCH.CABLE BRIDGE PANEL ANTENNAS.RRHS a DIPLEXERS. 0 IL73/21 REVISED PER COMnD+n fCM JWS ZAP EQUIPMENT PLAN ouw NEW 2'4.0 CONCRETE PIERS=6 REV DATE DESCRIPTION ry N Z•10 ANTENNA PLANS•ANTENNA SCHEDULE NEW 20'-0• -z IO' STEEL EQUIPMENT MAI FORM=I CABINEZ-I I ELEVATION SITE TYPE• NEW EQUIPMENT CABINET =1 NEW BATTERY CABINET I lE OF NEW Z-12 CONSTRUCTION DETAILS-I NEW TELCO CABINET=I yUY K NEWW CABINET=NEW WORK LIGHTS=2 1 Z-13 CONSTRUCTION EQUIPMENT DETAILS DETAILS•2 NEW DISCONNECT SWITCH=I Z-11 EQIIIMENT DETAILS-1 1 tt NEW CABLE BRIDGE=1 + » Z-IS EQUIPMENT DETAILS-2 150 -0 CONCEALMENT POLE NNEW PA EL ANTENNAS=EWR0.H-3PERSEC 0R 9TOTAALL 6TOTAL Z-16 FIRE DISTRICT EQUIPMENT-I NEW DIPIDCERS=I PER SECTOR 3 TOTAL(AT EQUIPMENT) Z-17 flRE DISTRICT EQUIPMENT-2 NEW TRIPLIXERS=I PER SECTOR.3 TOTAL(AT EQUIPMENT) Z-IB 2oD7 INSURANCE ROOD INSURANCE MAP AERIAL lyL�SP VICINITY MAP NEW T0.IPLIXERS=I PER SECTOR 3 TOTAL(AT ANTENNAS) N .�jERE K MCKEON NEW YORKK UIICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER 095374.1 AREA OF WORK E IT IS A IOC TON OF LAW FOR ANY PERT` SITE INFORMATION OF THE RESPONSIBLE LICENSED PROFESSION AREA OF WORK DN YER ME A N UNDIRE' ENGINE .TO ALTER THIS DOCUMENT PROPERTY/TOWER OWNER -. NAME BUD DS POND MARINA INC. S SITE INFORMATION: ADDRESS: 61405 MAIN ROAD Cm.STATE ZIP. SOUTHOLD NY.11971 SITE NO:ALBERTSO MARINE DISTRICT: loco 61405 MAIN ROAD SECTION S6.00 . -S0VfflOLDI NY 11971 SUBJECT BLOCK/LOT: 3/15 All>M6on Marne Inc SUFFOLKCOUM CONTIGUOUS LANDLORD-OWNED LOTS 134,1,2.2 y , O' p■•�•B, STI'E TYPE: LATITUDE 41 076024 150'4" NCEALMENf POLE LONGITUDE: -72.406034 -'/ LATJLONG.TYPE: NAD 83 A U G 3 1 902� I FEMA MAP BASE ROOD ELEVATION= VAMSL RIu1-RE2RVEnFAAIA GROUND ELEVATION= 5'AMSLMN: lT.N 7. r''F 4FE.9Ec DEQUIPMENT ELEVATION= YABOVE GRADE h usEn.OI ATI EOSCJtI I.�.IJ TO'l�vn DI:IHP�,- 6'R`Ess" .,DOIR MI *"�:��E p AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE B EQUIPMENT COMPOUND FNIaREERNL Barr of Tn.JstPes Z ZONING/JURISDICTION: TOWN OF SOUTHOLD SHEET RITE. ZONING DISTRICT M-II-MARINE II _ TnE SHM Z O CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY (25 - K HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN SHEET NUMBER m HABITATION.HANDICAPPED ACCESS NOT REQUIRED. 1)I Z-�l a a c `Y �S, 0 I. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING / STRUCTURAL ANALYSIS. W I / 2 MOUNS ALL ANTE ANALYSIS. COAX. SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE WITH s 3. TRUE NORTH BASED ON GOGGLE MAPS. AZIMUTH e FIN!C9 I,F E'--�"!�? PROPOSED 7V-0"x 35'-0"EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. COMPOUND(SEE SHEET Z-08) FRESHWATER WETLAND BOUNDARIES DELINEATED BY VH do B 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING LAND 9.6 _- -_--- _ _ / ENGINEERING,SURVEYING, SURVEYING P.C. SIGNED BY STEPHEN E. RAVIN P.E. L.S. LICENSE #49664 & LANDSCAPE ARCHITECTURE AND DATED 10/24/18. F ,LITS TOWERS LP q GEOLOGY,P.C.,ON MARCH 2Z 2023. W Rom:R ..eR �..1 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. - _ `-__9 9L SrN� O 7 THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR 4- __- ' eg O 2 Bo[ I 2A1_ - -- -_ - 1RAC O Z z.3~ OF PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY �F1RF >F4� N57•gyy 47„-_ _ __--_'- t: 89 £ q 1F SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. � - - UO '^ EtJ`S 8 F IT THEA F ONCE A MONTH FOROF SLb� �uTMa'D 6 t TO NEAREST BUILDING N ADJACENT PROPERTY 4.3- _ s'�N-- __- - _ U - 09,6 - - - -8 - MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE --8-3 FACILITY FOR BOTH FIRE AND INTRUSION. r- _ 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE _ TO FENCE CO O9 - - IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH; 34I_ u) 1131-0•1. I 63 8 4.7 co TO CONCEALMENT POLE 4.4 4.3 - ---s9 A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS veramJ N 4.5 C7 I 3.5 -- El. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. a) flMDC . 4. AE PROTECT YOURSELF 10. CONTRACTOR SHALL CONTACT "NEW YORK UNDERGROUND PLANT LOCATION i ^� _ LIMITS N NYSDEC FRESHWATER SERVICE" AT 1-800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN WETLAND 100 FOOT ADJACENT THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. 4'4 I AREA AND TOWN OF SOUTHOLD z I 46 =_ TON WETLAND JURISDICTIONAL o s TE SPT WAFIC CALL PHONE RuueERs J 11. CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY ,s WWw DIRECT PHONE _QED 7 t�l ____ .1 COMPANIES REQUIREMENTS. IMAM B, �E,ED R. SHOWN WAS JKM 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. O 1 ON 8 05/1823 REVISEDPERO-PIENTS JCM JWS % j TOP 4T0't 3s (RO ` 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO ] OS/OS/23 RE-1)PERCOMMENiS IRE Jws oQ 47 a II ENCE COMPOUND �Ol PRE-CONSTRUCTION CONDITIONS. 6 04/13/23 RINSED PER COMMENTS 1 IRE fW5 � 86'-0" 3 s 0110323 CUENTCOMMENSi JCM Jws * o ♦ 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER ¢z E[�E] TO CONCH EwpO� x ♦ RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. + 121422 CLIENT CanMENs wPK wPK GRAVEL S I� I U 3 06/01/22 CLIENT COMMENTS WPK JWS L� 2 HIGH 1 STORY I Cm N 1 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD Z Z. f I O0� 1 2 5/1022 CLIENT COMMENTS JCM JWS rF4,56 I * w METAL BUILDING Z :p�j�li ^Cr 0 1 IMPROVEMENTS ARE PROPOSED. 1 aros21 CUENTCOMMENn JcM Jws z 5 ® 47 Y 61405 2 o z 1 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. D 12 z321 RE¢O ERCOMMENn Jcn Jws I 4.4 Z c O 4.3 D --'vQj ' REV DATE DESCRIPTION 4.3 p U I 4.1 J 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. LIMITS OF NYSDEC FRESHWATER 1 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL CONSTRUCTION LEVEL yt�t��NEI) WETLAND 100 FOOT ADJACENT I LL o e REA AND TOWN OF SOUTHOLD j I ¢ f DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE , ETLAND JURISDICTIONAL AREA I I 40 DRAWINGS. + 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND E` >• ---_____ ]_ I 44 I / SURVEYING P.C. SIGNED BY STEPHEN E. RAVIN P.E. L.S. LICENSE #49664 & o 0 0953 mft 3 DATED 10/24/18, �OAEssaV` N I zs 4. ia z4 4.44 Purr _ 3 .7t cFa64 � I N / JERE�4 K McKEON N L OW 4. 4O 7• -4 / NEW YORK UCENSED PROFESSIONAL .... � -4 - -p ` tur) y / ENGINEER-LICENSE NUMBER:D95374-I THE DIRECTION M 4.21 � F7 Z -- � � IT IS A VIOLATION OF LAW FOR ANY PERSON, CONC. ASPH.♦♦ ' \A/� OFE THE RESPONSIBLE SS LICENSEDRPROFESSONAL 3.78 TF3.71 _ _ _ - ♦ ' v v ;. ENGINEES,TO ALTER THIS DOCUMENT 3.92 -- - - - --- - -- - - ---� - ♦ 1 - ` SIT INFORMATION: 4.03- - - _-- 3.88 4 E.A. 3.65 - 3.39 S�7 E.A. TMB -T.5t i SITE N(�A.LBERTSON MARIlVE S47"26'27"W 200.00' ; 1 DYL 3.96 bl SMAIlVROAD 4.33 426 4.10 (5583 1'00'W) _ _ A U G 3 1 SO OLD,NY 11971 _ - - ----- 3.98_ 011 __ �4.03 COORDINATE SYSTEM:NAD83 1 1 (2001)NY SP FEET LONG ISLAND 1 ISU OLK COUNTY MAIN ROAD (N.Y.S. RTE. 25) 1 ScL l;ila,;; SITE TYPE: 1 g;,-•::r1 1501V C DNCEALMENT POLE S/4/� ♦♦♦ mmUG-C rox>.Aro ENGWEERENG P.C..u au. 1�Y ♦ ."sc,I NFoRu:noRocONTA..RE TMAUTHORRED FOR USE IM 'MEDNRTHE'S 3 RqM WAS CONTRACTED DR BTO MMMIAL IS CIE-1D.TN 5 NNG MAv NOl BE CONED.REUSED.DI FRESHWATER WETLAND D_THE EVRE DPON N CON.DTNORCP�s`DPosE UNDERGROUND SERVICE ALERT NEW YORK BI I • E EENoicERwc acroiicENT OF nnuuM a BOUNDARIES DELINEATED BY VHB ® UTILITY NOTIFICATION CENTER OF NEW YORK • ENGINEERING,SURVEYING, (800)272-4480 i EET TITLE.LANDSCAPE ARCHITECTURE AND WWW.NEWYORK-81I.COM SH a GEOLOGY,P.C.,ON MARCH 2Z 2023. Know wlotsbeIOW. ST E PUN S NOTFS you uu:WORKING oars unum NOTIFICATION PRIOR To coNsraucoN CzII before i z 0 1 SITE PLAN cRAM)IL"AlEET NUMBER m 20' 10' 0 Z-02 a - �w Eeln�: S;ALE:1"•zo'o"FOR zz"x)4"URAWIN(;ti SCALE,1 2'•z0U"FOR 11%17"DRAWINGS G. REQUIREMENTS OF CHAPTER 2W70 ZONNG ARTICLE XN WIRELESS COMMUNGITOM FACILJTY �\ o CODE SECT ON DESCRIPTION COMMENTS �^ ri 0 RV COMPLIES WITH BECTION(1)(EI AS SITE IS ZONED MI. 281-10 M(1) WION OF WIRELESS FACLTES FURTHER REVIEW OF PRIORITY RANKNG PROVIDED AS n PART OFAPRIGTpN SUBMSSON. O 28670 E. NTEMASUPPDRT STRUCTURS ME PROHBITED COMPLIES OS 28670E ANTENNA SUPPORT STRUCTURES SNWL NOT BE LOCATE INN THE FOUOWG AREAS WITHOUT A PERMIT \ FROMALL. TCNRLAGENCI AZIMUTH 281AR6 F.1 1NO5 TVA.TDPL AHD FRESMNATER ER. COIPlES ] 70 F. :OUIDWATER IHIOFEETOFTHESURFACE. COMPLIES 2B67O F. .ED WITH COMMU ITY PRESERVATION FIlDS COMPLIES - 32 F.1 45TAL EROSION HAZMD AREAS. COMPLIES 2807D F.5 I DESIGNATED PARKLAND. COMPLIES FALL ZONES.M.WTES A SUPPORT STRUCTURE NISI NGREG M EXCEPT THE WE EQUIPMENT.R T/GAT S F NTH OF OTER STRIDTDRES ND AREAS WHERE PEOPLE CONGREGATE.EXCEPT THE BARE FRFAU. WITH A RADL ALLOWSTOAUPMREOFTWOTMIESTHMH EDOFTIESTRUDUREASWLLERFALLIDNEWYM 30D'FALL2ONE REOUED;23'-V FROM NEAREST INTO E SUPPORTED BRTSE LRi SUBMREDBY'AOUAJPEDSTRUCTURAL ENGINEERTHE STRUCTURED PROPERTY,STRUCTURAL REPORT 28D70G STgIDTlAV1 EN08EER5 REPoRT SHALL BE SIbMTTED TO AND REVENGED BYTIE PIANNNG BOARDND PIROVOEASPARTOFAPPLCATONSISMSSON. MRROW)R DBYMFDEPEHDEWWWMTANTIREDBYTHETOWNTHATDEMONSTRATES THAT A VARIANCE REQUITED SMALLER FALL IDNE S APPROPRIATE MD SAFE THE FALL ZONE OF AN ANTENNASUPPORT STRUCTURE MIST NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEM OF ALL STRUCTURES EXCEPT THE RISE STATIONELA HIS 86A -_� NT 2 l ANTENNA SUPPORT STRUUR CTES INTHE LL LO.M M..B.WND O HIS 2DMD DSTRCTS ARE SLSIECT TO THE FIRE FOLLOWING RESTRCTONS: T 2 701(1) )RONNCE WITH THE BILK SCHEDULE FOR EACH WME. EXISTING NOMKAMPIYNi:W MfYR LOT Siff'W,= SF EXISTING LOT IS 0,318 SF SO V I nV W PROPOSED MONOPOLE IELiM 1W7 28670 L(2) MMWI4IELNT:BD FEET. VMVNCE OR WAIVER REQUIRED OEp(� 286701(3) IBBNM DSTPICE OF All WIRElE55 E1- EMTOAD.VLENT RESDEMML PROPERTYUS OR!STREETS BL-TO ADJKME PROPERTY LIVE 6WLL BE NO LSS THAN Sd1 FEET. BITE DESIGN STANDMOS.All WIRELESS FACILITIES,NCLUONG CO OCATIONS,SHALL BE THE LEASTVIS Y 2N670 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE MPUCANT TO ACHEVE 95 SERVICE NEEDS.TO TWAT END,THEFOLLOWINGDESIGNST NDARESHALL APPLYTOALLWRELESSCOIMK:ATIONFACLRES NSTA-LED OR CONSTRUCTED PURSUANT TO THE TERMS OF T CHAPTER: SETBACKS.ANTIS SUPPORT STRUCTURES AND EQUIPMENT FACILITIES STALL ADHERE TO THE SETBACKS (REFER TO BULK REQUIREMENTS CHART ON SHEET Z O� M70 N.(1) FOR PRINCIPAL MS N THE BULK SCHEDULE APKICARLE TO THE IDNE N WINCH THE STRUCTURES ME 03G LOCATE.UME55 OTHERWISE INDICATED EISEWHE RE N THIS CUPTER. SALONS.SKIS SHALL NOT BE PERMITTED ON FAGLITIES EXCEPT FOR SGNS DISPIAYNG CONTACT WORUATID ADSWETYNSTRUCTpT6.WMCHAREREl1RED SAFETY SGNS SHALL BE NACCORDANCE WRHAYERCM SRENFORMOTIONSIGNMD RFSAFETYSGNSTOBE 2WMN.(2) NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS. INSTALLED ON EXTERCR CF COMPOUND FENCE U PROTECT YOURSELF CONTACT SONS SHWL DEN ALL SERVICE PROVIDERS LOCATED ONTHE FACLITYAM)SHALL INCLUDE S NORMMLMDEMRg WYCOMAC WE WTONFOREJCH.SUCH 5RY6SNALLNOTE%CEEDFNEEURE COMPLIES FEET N SURFACE AREA BULK REQUIREMENTS FOR ZONE M-II (MARINE II) BSE STA SIN TO THAT TER.TE STRUCTURES SON MEAN SHELTER SHALLEGRATETRUCTE WIN I. mu ag A FlNBH SRIARTOTHAT OMR.MCEMSTSTAM EQUAL PROPERTY AND NTEGRATEDROTHE i0R STATE SPEOFlC DIRECT PHONE NUMBERS MCHRECTURAL STYLE ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN N9T.WIW.CNLBII.GOM AGCORDANCEV017 THE MNMNHEGMANDVARDREOUREMENTS OFTHF2ONIGDGTRCTMPLICMLETO NO SHELTERSWILAR L CURRENTLY 28D70 N.(3) TIE SITE,AND W TO TWO AD.A W OFFSTREET PARKING,SPACES MAY BE PROVIDED FOR SERVICE PROPOSED.TXIS MALL U E PR RO uE I.A.Br aiaEO Br VEHCIES NOTWITHSTANDING THE FORE(GONG WE EQUIPMENT RELATED TO RERpRaDUNTEO CONSIDERATONUPON FUTIREPROPOSAIS XAS SHOWN oRA WAS )KM DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS wRELE5 CONSI7EESSALLBELOCTS O NMARNT PROPERTIES NDMIMTOTHE PW.WAG oMD PoN CONSIDERATION OF IMPACTS ON ADYCEM PROPERTIES AND AlIM@O VSLLAL LPACT6 8 05/18/23 KMERER COMMENTS JCM JWS MINIMUM LOT DIMENSIONS BASE EQUPLENT UVNDSCAPND.ASCREEN OFEVERGREENTREESSWLLBEPIANTEDOUTSDETHEFENCE 7 O5/0523 ERCCMM JRF JWS AREA 160.000 SO FT• 41,346 SO FT NO CHANGE NON-COMPLIANT•• OF TIE BASE EQUPMEM ARDOR SMELTER TO PROVIDE AVSLLAL SCREENOR BUFFER FOR ADJOINING WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PRIVATE PTROPERTES UD TIE PUBLIC RCi1T-OF-WAYOR OTHEPVAMM,E POINTS PLCESSBLE TO THE � EVE(GREEN SCREENING TO BE PLANTED MOUO 6 04/1323 ER COMMENTS JRF JWS DEPTH 150 FEET 189.79 FEEF NO CHANGE COMPLIES 2Ba7DNp) PIHJC THE SCREENSWLL CONAST OF ADWBLE ROW OF EVERGREENSHRlB5 A1DTRES THAT ARE OF FACLITY5 OIro323 MMENTS JCM JWS SLFFCENT DENSITYAND HELM TO IMMEDATELY SCREEN THE SASE EQUIPMENT FROMMEW.REQIREDMINIMUM YARDS 1 ILI422MMENTS WPK WPK FROM 35 FEET 329.4 FEET 174't (TOWER COMPLIES FROM YARDSETBACK AREAS SNLLL BE LANDSCAPED AD INCLUDE SHRUBS MO TREES SM—BILRY OFC MP EsTHE LANDSCAPNG SWYL BE GUARANTEED AND MARANED BY THE APPLICANT FOR TIE LIFE OF TIE3 000122CMNENTS WPK JWS MINIMUM YARDSSAELGMNG.THELGMNGPERMREOSHALLBETHELIMILIMREQUITEDTOPROTECTTHEPUBLIC 2 5/102j annENTS JCM JWS SIDE 25 FEET 40.7 FEET 86'3 (TOWER) COMPLIES WELFAREFACLITES SREDONEXISTNGDEVELOPEDSITESSHAJLBENCORPORATEROTHEUGHTWREAR 25 FEET 61.9 FEET 30'f (TOWER) COMPLIES PLANS OF THOSE SINESOUTSIDELxiTINGSWV.LLSE FUMY SHELDED FITURS SO THAT TIE LIGHT I 0410521 OMMENTS JCM JWS BOTH SIDES 50 FEET 102.6 FEET 199't (TOWER) COMPLIES 2867VN(s) SOURCE S NOT VISbIE FROM BEYOND THE PROPERTY UE,AND NO LOAN S REFLECTED OR SHONE COMPLIES TOWARDETHESKY D(CEPTNTME EOFST MTMESREQUREDTOFOLLOWFMGLOEUESFOR 0 IL2321 REY%DPEAOO MEN JCM JWS MINIMUM YARDS SAFETY LIGHTING SIDE 25 FEET 40.7 FEET 47'2 (COMPOUND) COMPLIES REV DATE DESCRIPTION REAR 25 FEET 619 FEET 8'± (COMPOUND) NON-COMPLIANT" STANDARDS IN ADDITION TO THE STANDARDS N'CUE XRV AND THE STANDARDS N 128670 HEREIN ILL BOTH SIDES 50 FEET 102.6 FEET 127't (COMPOUND) COMPLIES WIRELESS FACLRES,NCLIDNGCPLOCATKNS,SWLLBETIELEAST VS U.LY06TRUSAEDESMNN 28672A POS U THAT AJ50 PERMITS THE ARPLIOANT TO ADHERE RS SERVICE M M TOTIAT END,T1E (11TMROlOH(/)AR WELL AS tel ARE NOT MPUGBLE ,VIE OF NEW y LANDSCAPE AREA 20% MAX OR 4,43% COMPLIES FOLLOVWK DESKN STANDARDSSN4PLL ARPLV TO ALL RECESS COMMUNICATION FACRES NSTAILEDOR YKyQe CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL.. ICo 9' 5.8% (NEW) COLOCATION.WRELEMCOMILPCATONFACLffESSHALLBEESOTEDTOPROV MRCO-LOCATIONBV MAXIMUM LOT COVERAGE 30R 26.2E NON-COMPLIANT"• mnw(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CM BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES + 32R TOTAL PROVIDERS.WHEREVER POSSIBLE. •- THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE SCENIC LANDSCAPES AND VISTAS. ANTENNA SUPPORT STRUCTURES WHICHME NOT CONCEALED INSIDE SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE OFBLLONGSORSCREEMDBYENSTNGTREESORBIIMGCd MSTBESURROUDEDWAPLANTED SHTENOTLOCATENBDENCVI6TA Fo°-0953 L MII ZONE REQUIRES 80,000 SO FT PER USE M72w(0) BUFFER OFDEMETREEGROWTH.MWITEMASPPORTWRLOTMETWTSLOCATENRTNNAWEW ��FSSIORN� VEiTAOR SCENIC UNO M SCAPE OR WITN300 FEET DFA SCENIC ROAD.AS DESIGNATED BYTHE TOWN.SHALL CAS '•-VARIANCE REQUIRED MDT BE TALLER THOU fO LOCATIONOCAOT 35 FEET TA EMAXIMUM N WIT ASENCE OF TREES. FEET OF THE PROPOSED - ' COLORANTENASIAPORTSTRUCTUGESNTIE FORMOFM)NOPOLESOROTHERTOWERSSWALLEOER jEREM'I' K McKEON BE SLUEEGRAY N COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE5 LOCATON SO THAT TIE TOWER S AS UNOBTRUSIVE AS POSSIBLE UNLESS OTHERWGE REQUIRED BY THE FEDERAL NEW YORK LICENSED PROFESSIONAL AWTpN ADMfNSTRATUN(FAA).F A WIRELESS COMAMICATpN FACILaY G INSTALLED DNA STRUCTURE ENGINEER-LICENSE NUMBER:095374-1 ?e6720.17) OTGERTHANATOWER.THENREMA.WDSUPPORTINGELECTRCALMDMECIMHCALEQUPLEMMJSTBE COMPLES TOWER TO BE PAINTED BLUE-GRAY OFANEUTRALCOLORTWTS MWCALTOORCLOSELVCOLPATIBLEWITHTWE LORSOFTHE IT IS A VIOLATION OF LAW FOR ANY PERSON. BP PORTBNGSTRUCTURESOASTOMJETHEMTENNAANDREUTEDEQIPMENTASMS YUWOTRUSNE UNLESS THEY ARE ACTING UNDER THE DIRECTION AS POSSBLE. OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT AMEMA SUPPORT STRUCTURES N OR ADJACENT TO RESCEW IA IDMS.WHERE THE SITE PROPOSED FOR MMTENWISUPPORTSMMTURESLOCATEDWRHRAWSOEMM MMORW\SOWORWRE SITE INFORMATION: PROPERTYLINE RUSE PERMTTEDNARES ENTALZONE,NOA NNAS PPORTSTRUC UR SWYBECORSTRUCZEDOU M SfTENOTALBERTSONMARINE ADEQUTELYSCREENEDFROMWWOFTHOSERESDENTALZONESBYEMT BULDNG6ORLARGE TREES,NCLUDNG EVERGREENS.THE SMMTORE WY PROTRRDE W MORE THWN ID FEU ABOVE A SCREENING BUILDINGS MDEORTREES INTWMSENCEOFMH)EQUTEMRWXE OFEMTNGLARGE 61405 MAIN ROAD TREES OR SO DINGS TO PROVIDE EFFECTIVE SCREENING.THE HEIGHT PROPOSED OF THE STRICTURE WY BE NO MORE THAN 35 FEET,AND THE BABE EUIPRENT MIST BE BURIED N M UNDERGROUND VAULT TWO ROMOFEVERGREENTREESMSTSEPVNTEDENCIRCUNGTHESTRUCTURE,ONEROWATADSTMCE TYOROWSOFEVERGREENTREESTOBEPRONDED SOL1T'HOLD,NY11971 Ii IG 286nA(B) FROM THE STRUCTURE OF SM OF THE HEIGHT OF THE STRUCTURE,AND TIE OTHER AT WM OF TIE I(iHT RELEFS WNff ASTOHEIdRASNEEEO. ■T� } OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A LNIMUMCALPER OF THREE INCHES.SPACED SOS V[iriOLK COUNTY REST ON CENTER.THE TREES MUST HAVE M EXPECTED HEIGHT AT—OR-OF AT LEAST IO FEET LESS THAN I I 1 THE HEIGHT OF THE 6TRUCURE TO BE SCREENED.BMYLER IWRG BEEN SHRUBS M.CT SE USED TO FILL N THE GAPS N BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FWNG N MD MATURING.THE AUG 3 2G23 '`1 PLAMRGBOARDWYVARYREMRANGEWE OFTHETREESMOSHRMSTOACGAM MD SPECIFlC [ n SITE TYPE: 6 SPROPETISD W�ENGOU•RANTEEFR MTTHEE RELESSFACLR SOWNERSWLLBEREQUIRREDN 0 1JOH'V"CONCEALMENT POLE ENSURETIATTMPUVJMDSSUR MDMEM WN DTHROUGHOUTTHEE105TENCEOFTHE INSTALLATION - .- 7U674 C.4 SSTRICTULES NO20IG,WITHIN SOD FEET 35t'VTO NEAREST RESIDENT PROPERTY IOPTNIGHEo-1.,V1NVIH ENGeIEENNU P.G.,LLC ALL Southold Town M G AND ALL M OR ram°CONTAIN 2U671 C.(BI LADE.TYPE AIOlEIGIIT OF T1E RElESCOMMNCATIONFIIGITY. (SEE SHEET 2-01G uxrERpx is V D"gl'IEO FORRAff ONLY BY 1HE PAT'FOR OH THE nm Board of Tru-tees AUST OF OTHER CARRIERS ALREADY LOCATED ON THE FACLTY.WITH THE NUMBER TYPE.HEIGHT, cm OR TO"NIGH IT IS CERnD 28674C(0) OREMTATCN EFFECTIVE RADIRTED POWER.NE EROFCA EISMDOPERATNGFRMUENCESOFEACHI (SEE SHEETS L14-Z4 IS=c OR NO?AIDE COPIE.RE�SEO.RD'LOskD. ANTENNA,INCLUDING THE PROPOSED �T THE ILTI;NIT TH ENGINEERING PC.�LLC xi Oi A21ANM 28671 O41M N THE PROPOSED FACLITYMD THE FOLLOWING 38671 C.(1 • EMESTRESDENTW.6TRUCTME 671! 286]IC.(10 8 PROPER7YLUE WITHARESDENTMUSE 36J! SHEET TITLE: Z 28674 C.10 a NL OTHER STRUCTURES 3— 28674 C.10 DS,RIGHTS-01`-WAY.DRIVEWAYS ter: BUIIC TABLE s 286]I C.(11 LL IDNE RAGES S O ACCESS SEE:MEET 2m 0 28671 C.112 ROPOSED MEANS OF ACCESS SEE SHEET Z-02 ELEVATION ORAWNSWITHp IONSCLEARLYND—ED,NDLVINODWETERORWIDTHOFTHE 20671 C.113) STRUCTURE AT RS WIDEST AND NARROWEST.AND TIE THLEST POM,INCLGDNG NJTEMAS OR IIGHRNII SEE SHEET Z I t SHEET NUMBER T7 PROTECTION Z-03 o 11.13 zzB +' N Koch Lry glhertson Ln o � +�� ,� � 1 E. �t►dv�e� e 4.2 7.QA �� "`P Greenport �. ,Q., �� °�° �Z I M UTF- _ 27.7A boo 'Qp Sage _ _ , Pc TOWN OF O� Blvd S 1116 SOUTHOLD 3.8A s c d O< (COUNTY OF SUFFOLK a � � oil DEVELOPMENT RIGHTS) / \ p dG �� e W I 11.5 \b\ G 1O 9c HamletCenter SITE SOUTHOLD LOCATION ��•�,,` o &,o\eOt 6°'yyo coning �EP1J ;oa� LIT � �o ZONINGAC OUNTY OF SUFFOLK a ✓ v `0 � m O 11O,Tf AHD 'Z�� 'p DEVELOPMENT RIGHTS) �1' .p ��\ p 4add `W^ ��, HB PROTECT TWRSE 13 ' 10 SIIp,-pR O fOR STALE SPECIDC gRECT PHONE NUMBERS g 135 9 \ T RADI uNE ��`\1 � O �O' J C LB G1 Hvr R'Rw cALLeII coM 1 1.7 (c) `.+� oRARN eT °IEa¢o M 11.2 i' ,' ,a7s i LI AS SHOWN WAS JK 1REVISEDMRCOMMENTS JCM jW5 y, LIO 7 OSNSM REVISED PER coMMENTS JRF JWS 1.2 i l �Q 20 Oft , �N 6 "I'll,REVISED MR COMMENTS JRF IWS 2.3A(c �, - ��E,, )outhold V P MI S 01A313 :—TC0' 147S JCM jwS COU ". 3 ILI4(12 :IXIN—NMENTs WPK WPK Mil 3 06q 1/12 cu[Nr com,ENrs WPK INS OF S FOLD /J� © TOWN ckey Creek Dr .� 0 0.25 05 2 va22 cuwrconnENTs JCM 1N'S Mile R-40 I 0405a -COMMENTS JCM Jws B 17123/2 REVISED PER COMMENTS JCM JWS COUNTY 1 R-80 REV DATE I DESCRIPTION 9 Budd'sPond J Custer Ave 7 C RO tEOF NEW y e.Ld a 9 eOa N Parish r RR ' 100 10 ruHOEr+w,ETanuwJ ` ' orCn a = 0 sin R 1-110 1ti 1P v O' , 17P 8 11 �. ,y 4 N P Q Q a> O 1< (,s �16` ocsaki 1ps �t Rd `��`Ot m _c C ]ER Y K Mc' EON �\ it low" ` '�I Sm O 0 � NEW YORK LICENSED PROFESSIONAL E 10) d ' a 12,1 1 ENGINEER-LICENSE NUMBER.095371-I 2\ 15 g i� ^ �5 [y n leal.t,,e N Bayview Rd Ext N Bayview Rd SS RESPONSIBLE LICENSED PROFESSIONAL A r ./ i IS A NOLATON OF LAW FOR ANY PERSON. ` ``` �S�"� JLESS THEY ARE ACTING UNDER THE DIRECTION , (,3J O 13.1 ` / �Y . C; T ENGINEER,TO ALTER THIS DOCUMENT. 5 ,. aQ M Ra a, bent c 1'�' 8' t+++� 28 i U U EdS y Cn <ee�ard a SITE NO:ALBERTSON MARINE \ SITE INFORMATION: 1z�T ,e i O Rd O �t O ti y g tiA +� a 14 BATS yo 2. C) >� o 61405 MAIN ROAD C � rzs Cedar Beach SOUT11OLD,NY11971 SUFFOLK COUNTY , '\ ,. ;ni 8 3� 3 a` J i �E If ;-i,+ a 8 (p "s �C, G>S�' , - c moo, Wate Orchard l n 150'-0"CONCEALMENT POLE r SITE TYPE: Aer MG 3 1 9 1. COPYRIGFfTO eDU,AZDMH wGINEERSNG I'.1..�'nl.l. V RSOHTe RBfSRVeD •wNe Aro N.1—IN eoNT.NE ecaE�• m NOTE. Ma Prepared b W-C,,,,,NOT 9E�.RE— NOTE: gSCLO5E0.rMlE. P P y wRaK WAs CONTRACrtD oR ro r.NOM D Is cERTmEO Town of Southold Geographic Information System M—R,n aR REEIE OP OR ANT o NDT PORPOSE N Sol,,ttia ld Town July 29,2016 K EsE� �OggRT O .w 1. PARTIAL ZONING MAP IS BASED ON ZONING Service Board of Trustees AREIS and Tax Map Copyr g t 201 MAP PREPARED BY THE TOWN OF SOUTHOLDSuffolk ProTax Real Agency SHEET nT E: GEOGRAPHIC INFORMATION SYSTEM DATED County of Suffolk,NY ZONING INFORMATION 07/09/16. 0 ut SHEET NUMBER. 1 PARTIAL TAX MAP N.T.S. 2 ZONING MAP N.T.S. Z-04 a 0 n N � FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ,i ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTURE AND '\Z_I M U T E GEOLOGY,P.C.,ON MARCH 29.2023. EE�;r ^;_�.-311 c 2 W� 1 W FRESHWATER WETLAND � 2 BOUNDARIES DELINEATED BY VHB O ENGINEERING,SURVEYING, a • FIRE LANDSCAPE ARCHITECTURE AND ^� GEOLOGY,P.C.,ON MARCH 29,2023. O ' E SOUMOLD �a � LIMITS OF CLEARING,GRADING WETLAND W2 � AND GROUND DISTURBANCE �OEP.`- eGi�1i. �� O cTo� WETLAN. PROTECT YWR�ELf / • lot c ). FOR STATE SPEORC DIRECT PHONE NUMBERS A400� 4y ' VISIT WWW.CALU511.COM WN Br- pE IXED Br i� » EAAS SHOWN oRA WAS JKM law Af t 8 0S/IB/23 EVI5EDPERCOnMENn JCM JWS WS LIMITS OF NYSDEC FRESHWATER • 7 05ro523 scD PER connENrs JRF JJ { 6 0//1323 REVISED PER COMMENtt RF WETLAND 100 FOOT ADJACENT ,+ - t 5 0110323 cuEtNTc HENTS )cm JWS MOWN TOWN OF SOUTHOLD - OWNDJURISDICTIONALAREA ,y ♦ ILII(l2 uENrconnENrs wPK wPK A • . O , 3 OWI/22 LERITCOM — WPK JWS <� •. •ea 1;7r � - 2 5/10/22 uENTconPIENn JcM JWS Z �� OHOV21 CLIENT CDMPIENTs JCM JWS 1223/21 REVISED PER COMMENTS JCM JWs t REV DATE DESCRIPTION r • ` g�W K 'F � QL a SA4- 4QL, FOTF':. ONN� WETLAND W3 IJER[W K McKEON r NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER 095374-I • �` IT IS A V MN OF LAW FOR ANY PERSON. UNLESS THEYEY ME ACING UNDER THE DIRECT1 OF THE WEER.RESPONSIBLEAL LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT. SITE INFORMATION: SITE NO:ALBERTSON MARINE 61405 MAIN ROAD FRESHWATER WETLAND • SOUMOLD,NY 11971 BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, * SUFFOLK COUNTY LANDSCAPE ARCHITECTURE AND « LIMITS OF NYSDEC FRESHWATER GEOLOGY,P.C,ON MARCH 29,2023. SITE TYPE: WETLAND 100 FOOT ADJACENT 2 5 AREA AND TOWN OF SOUTHOLD 1501-0"CONCEALMENT POLE WETLAND JURISDICTIONAL AREA COPYRIOHTO SOLI,A7lNI1R1 ENOQIFEPRIG P.C.,LLC ALL. w ARMC.xD ALL ME INro ATOx CONT4NMMERFN 15 IRIIIOU 0 fM USE-Br M PARTY fOR OM M WORR MAS COx1NACTFD DR RHOY n IS OERMED. pIARNG MAY 107 1 RE PCOMED.RµuSFO.DISCLOSED. W d51xWTFD ExLd1EERW C..LL[OTOF PIA11 1K E1.PRE55 AMiiEH CpISExT 6 A$IYV 111 SHEET PTLE, Ik U G 3 1 2023 200,RADIUS PLAN N r SHEET NU BER: 1 DRR9CA E N.T.S. 7.05 OF I r ees a ' " '�EETa•NG PC FRESHWATER WETLAND � 1 ' BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, ' LANDSCAPE ARCHITECTURE AND GEOLOGY,P.C.,ON MARCH 29,2023. - � F�RF PROPOSED I50' SOUTHOLD CONCEALMENT POLE �� verizon� 40 FRESHWATER WETLAND �� BOUNDARIES DELINEATED BY VHB rvZ lo ENGINEERING,SURVEYING, PE,RCHITECTURE AND �z GEOLOGY,P.C,ON MARCH 29,2023. O.t�� ' r p50* 1ON�0.OAD D� P�j"• FOR SiAlEN51TCNWMW CALL811 CONE NUMBERS �DIUS TOaMN�RE51\NIERSECT 14 ��- R O$/IB/13 REVISED PE0.COMMENTS JCM JWS REVISEDPE0.COMMENR JRF JW$ \`` �Ie• 1R `� 6 01/323 REVISED PER COMMEMS JRF JWS �`� 5 ol/D3a3 cuENrconnENn JcM Jws OW 9090,,,�. - � 1 ILI1l12 cuENr canMENn WPK WPK N /�� ' ' 3 06ro 122<lEwr canPrNTs WPK JWS J QT '. 4 R � 1 v10/12 uR+r caPlPo+Ts JCM JWS gy h \� i 0//0821 uwrcannENn JCM JWS W0 13/1321 REUSED PE0.COMMENTS JCM JVJS 0. ETLAND N h _ � REv DATE DESCRIPTION n W OPQJ.1 �� "ra y�' OF NEwY a• 2 Z AND GROUND DISTURBANCE oop b QW N < �SSIOHR� WETLAND 100 FOOT ADJACENT � � o �JER�Md'K McKEON AREA AND TOWN OF SOUTHOLD � � � NEW VORK LICENSED PROFESSIONAL WETLAND JURISDICTIONAL AREA Z �{ w _ �CIND ENGINEER-LICENSE NUMBER:095371-I � g,BO,pAg�& IT IS A NOLAPON OF LAW FOR ANY PERSON. C FRESHWATER WETLAND M-II-MARINE Il !NLESS TNEY ARE ACi1NG UNDER THE DIRELTIOn' P RECREATION OF THE RESPONSIBLE LICENSED PROFESSIONAL BOUNDARIES DELINE ENGINEER,TO ALTER 11115 DOCUMENT. ENGINEERING,SURVEYING,ATED BY VHB SITE INFORMATION: LANDSCAPE ARCHITECTURE AND SITE NO:ALBERTSON MARINE GEOLOGY,P.C..ON MARCH 29,2023. 61405 MAIIV ROAD SOLITHOLD,NY 11971 LIMITS OF NYSDEC FRESHWATER SUFEDLIfEOLINTY WETLAND 100 FOOT ADJACENT R�0 RESIDENTIAL. AREA AND TOWN OF SOUTHOLD SITE TYPE: WETLAND JURISDICTIONAL AREA li0'-0"CONCEriLMENT POLE wrmm;ero �.An EncwEERwo r.o..l.l.<,.I. v �" .A jay RKiH7R RUED IS I�MCA CD fQt USE DNLATCH CCN14rvE0 rvERE n I pEIFA MNPARTS CUP YnpA T„ wA5 D ANTED O0. mEU ry . -_..- _:,L,..•,I AU DRANNG�x EI�E LED PEUSE➢DISRDSEO m I � IRMOCI'T!EmRE55 U 1 pM C RAPT OF MER P W NOTE I"{' ENtlNEE ... ADW7w i AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019& ' V �`�"�------- SUFFOLK COUNTY.NEW YORK FRESHWATER � lyp WETLANDS GIS MAP INFORMATION DATED 09/07/2018 oil IN z SHEET NU BER: 1 VICINITY PLAN ��;" N.T.S. 0B1.-()G a M AZIMUTH' ENOIN EERING P.C. Albertson Marine Abutters List ELITE TO\NLRB LP District Section Block Lot Owner Owner's Address 1Yo. 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 FIRE 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 SOUTHOLD 1000 56 1 11.2 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.6 Angela Norton 610 Pond Avenue,Southold,NY 1971 I 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 ,below. FOR STATE SPE FOR STATE SPEOFIC DIRECT PHONE NUMBERS 1000 56 3 1 Main Road Brokerage U,LLC 61505 Route 25, Southold,NY 11971 ---- T:—LOW - �SCAU: W,BY. [HET/ED BY. AS SHOWN —WAS JKM I 1000 56 3 2 Emmanuel&Toula Leodis 61575 Route 25,Southold,NY 11971 ---— — -- B OVIRM REVISE —cOMMENR JCM JWS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 7 05/05123 REV PERCOMMENT3 JRF JWS 6 0411323 REVISPLY PER COMHENTS JRF JWS 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 s 01 D3 v CLIENT COMHEN S JcM Jws 4 1211422-ENT COMTTENTS WPK WPK 3 06/0122 CLEINTCCNHENTS WPK JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 11971 2 s/lau CDENTCGM FNiS )cM Jws 1 GV0512I CNENT COMMENTS )CM JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 0 122321 REVISEDPERCO— )cM Jws I REV DATE DESCRIPTION °pY"A' EBd(FD 1000 56 5 7 Margaret Dato 445 Budds Pond Road,Southold,NY 11971 > -- tE OF NEW 1000 56 5 8 Ecka Grando 545 Budds Pond Road,Southold,NY 11971 gFyr K RIG_ 1000 56 5 9 Suffolk County 64 Budds Pond Road,Southold,NY 11971 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road,Southold,NY 11971 ;° 1000 56 5 11 Jonathan TJbett 845 Budds Pond Road,Southold,NY 11971 ERL—MY'K M,KEON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY 11971 IT IS A VIOLATION OF AW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT _ 1000 56 6 1.1 Eli Green&Dalton Route 25,Southold,NY 11971 SITE INFORMATION: 1000 56 6 1.2 Suffolk County 61330 Route 25,Southold,NY 11971 SITE NO:ALBERTSON MARINE Ili 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25,Southold,NY 11971 61405 MAIN ROAD I i L�J SOUTHOLD,NY 11971 U G 3 1 2023 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 SUFFOLK COUNTY I s SITE TYPE: T 150'-0"CONCEALMENT POLE Southold o`=h'n Board of TrusteeS—__ _ — - -- -�_ COPYRIDTT°mv,AZINVIH MGmltllA'c 1. .LLC Au i RIGETTS RESERVED 1H4 ORAWNG—ALL T1ff WFgi.—CON1—HFADN IS i AUTHCR—FOR USE 0—BY THE PMTY FOR W W THE =YORK WAS CONRUCTED OH 11 IT R CFA iP7EO.MI5 BRAWN.> MOUT THE—REIS Nfii1FH COx�T OF A➢W BUT,D OR P—BPGV OR MY...PURPOSE ENOMEERMO P.G.LLC. SHEET TIRE:- - - - _ ------ z a 200'&500'PROPERTY s OWNERS LIST z 0 r SHEET NUMBER: Z-07 1 PROPERTY OWNERS LIST . . .. ........ . .. . ... . . . . .. ... ... . . .... . . . . . . .. .. . . .. . ... . . . . . . ... . ... .. .. . ... . ......... . . ... . . . . . . NOTES: 0 iv I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING&LAND SURVEYING P.C.SIGNED o BY STEPHEN E.RAVN RE L.S.LICENSE NO.49664&DATED 10/24/I8) 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER&ELITE PRIOR TO CONSTRUCTION. Z �, 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL g i �+ ANALYSIS. TOWER DESIGN TO BE BY OTHERS. w PROPOSED MESA CABINET(BY PROPOSED 8'-0"x 10'-0"PREFABRICATED 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. ELITE)ME N INSTALLED AB ® S+ 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O EQUIPMENT PLATFORM WITH HANDRAIL PROPOSED TREE(fYP OF 343) H-FRAME AND ELEVATED A80VE. AZIMUTH! PROVIDED A REPORT. F- KIT ELEVATED T ABOVE GRADE ON (EMERALD GREEN ARBORVITAE 6'-0'TALL MIN.) FLOOD ELEVATION � E N G 1 N E E RIN ' CONCRETE PIERS PLANTED IN STAGER PATTERN TO CREATE (SEE DETAILS 1&2,SHEET Z-M MAXIMUM CONCEALMENT(BY ELITE) ® ' — (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME Cis !v/ (TYP.OF 2)(SEE DETAIL 5,SHEU Z-17) ELITE 1�'•»?LOI%I R LP PROPOSED H-FRAME MO ED -�-S I�.:._•.�=6r=� LIMITS OF CLEARING,GRADING _— TRANSFORMER(BY EUTE AND GROUND DISTURBANCE *S�owul) 0 0 0 0 0 0 0 0 0 0 0 0 ''OO O O O O O O O O O O O PROPOS®POWER CONDUIT ROUTED FROM TRANSFORMER TO METER BANK •_ _ __ O (SEE DETAIL I,SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE y O O 10'-0"A.G.L.(SEE DETAIL 4,SHEET Z-14) O I ® ��J r — — — — — _ — — — — — — -/ - -- -- - — — — — — — — n �� PROPOSED VERIZON WIRELESS — — — — — Z 1 O UTILITY METER MOUNTED IN - F^ m OPEN SOCKET(BY ELITE) I l 0 _ \ • PROTECT YOURSELF FUTURE CARRIER I `_ I FUTURE CARRIER I C �� O EQUIPMENTAREA - - - _ EQUIPMENT AREA O 11-� w . r.below. - Call roa a FOR STATE S ECIxC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK N9T.ri CALLBU.COM I I I I WITH DISCONNECT(BY ELITE) s A� — B. wEo ED BY. W TO BE INSTALLED ON H-FRAME AND Aq5 SHOWN WAS O JKM ELEVATED ABOVE FLOOD ELEVATION __ J . I 8 OS/I8I23 REYISEDPERCOMMENTS ICM dW—PK ' W O I 7 O$/0523 REVLSEDPERCOMMENTS IRF PROPOSED FIRE DISTRICT CABLES ROUTED ON � PROPOSED 12'-0"WIDE ACCESS PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ��-�� PROPOSED CABLE BRIDGE FROM FIRE DISTRICT GATE(TYP OF 2 x 6'-0")(BY ELITE) 5 04n323 IUMSEDPERCO11 E IRF 0 ROUTED ON PROPOSED CABLE BRIDGE TO TOWER / \ EQUIPMENT TO PROPOSED TOWER(TYP OF 1) / W (SEE DETAIL I,SHEET Z-13) 5 0110323 CUENTCDMMPNrs ICM ' O (TYP OF 4 PER SECTOR,12 TOTAL) I w — ` I ! 4 1211422 CUENTCC,41 rs WPK PROPOSED VERIZON ANTENNAS&EQUIPMENT . 3 06/0122 CLENTCC14 E WPK(BY VERIZON WIRELESS)WITHIN PROPOSED sno22 cuEN7cannENTs ICM O �- �- _�- _- I. CONCEALMENT POLE(SEE SHEET Z-09) h..l I 185'TO WETLAND W2 1 o4m521 cuENTconMET4Is ICM O O I w ` !, 0 17232I REVISFD PER COMMENTS fCM JW5 �! L REV DATE DESCRIPTION °ev CHEB° O I O I PROPOSED 150'MULTI-SECTION I w Z-il r—--------------` I I MULTI-SIDED RADOME tg OF NEW y I I f CONCEALMENT TOWER(BY ELITE) 0 I I PROPOSED 70'-0"x 35'-0" I I (2,450 SQ.FT.)EQUIPMENT I FUTURE CARRIER w I I COMPOUND(BY I I p � I i ELITE)� I EQUIPMENT AREA C` ° I T L — - - - o JL---------- — ---- JI w® ER �a-0RSSM_NRc yKE ON � NEWPORK LICENSED PROFESSIONAL E E —E p _ ENGINEER-LICENSE NUMBER:095374-I L 70-0" -- -- -- —_ r® i� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER R DIRECTION PROPOSED 6'-0"HIGH BLACK OF THE RESPONSIBLE LICENSED PROFESSIONAL _ p I ENGINEER,TO ALTER THIS DOCUMENT. CHAIN LINK FENCE(BY ELITE) \ I ( I SITE INFORMATION: SEE-DETAIL4TSHEET-Z43) ( SITE NO:ALBERTSON MARINE PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO \ PROPOSED VERIZON WIRELESS 10'-0"x 20'-0"STEEL PLATFORM CONDUIT(BY VERIZON WIRELESS)ROUTED FROM METER RACK& MESA CABINET TO PROPOSED PPC&TELCO CABINET ON STEEL CANOFY(2005Q.FT.)IN A 10'-0"x 20'-0"LEASE AREA(200 I 61405 MAIN ROAD (BY VERIZON WIRELESS) WITH 42"TALL HANDRAIL& TALL PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) T• w SOUHOLD,NY 11971 S SQ.FT.) I® I SLI OLD COUNTY (SEE SHEET Z-09) LIMITS OF CLEARING,GRADING `\\ ® 1— LIMITS OF NYSDEC FRESHWATER I SITE TYPE; AND GROUND DISTURBANCE `EXISTING BUILDING W WETLAND 100 FOOT ADJACENT t —T 1 150'0"CONCEALMENT POLE t I� AREA AND TOWN OF SNAL ARE D E I I WETLAND JURISDICTIONALAREA f(Y'(JTIj� ,/� -- L wmucxrom>J.nGHTSRENCN MG P.C..u.cAu v S A U G 3 1 2023 _' TMI UMOW ZED FOR USE 0.YLY BY�iHE PARTY FORT NR1°MRTHE EIII'S PROPOSED VERIZON WIRELESS UNDERGROUND Y10f p0.AWWB MAT NOiT°B OR TO E COPIED.F[µTFD mITIFT o.'"'s 'w POWER&TELCO CONDUIT ROUTED FROM UTILITY 01xsiniou'TEDiH�EiROED UPONTFOR �.1 OTHER AnPVwI�E NOTE POLE TO TRANSFORMER&MESA CABINET ENFJNEERW N _....._+ 1 SILT FENCE,STRAW BALES,AND OTHER EROSION AND SILT uJ Southoid TOE In ! CONTROLS WILL BE INSTALLED AND MAINTAINED DURING - SHEET WILE: ? I PROJECT WORK,AS NECESSARY,TO PREVENT ADVERSE Board Of Trustees_ _s IMPACTS ON WETLANDS. COMPOUND PLAN o 1 w COMPOUND SHEET NUMBER: u4 0 q B 1 nTAT SCALE,1/4=1'U'FOR22Y34DWG Z '08 SCALE.1/8"=1'-0'FOR 11'k17°DRAWINGS . ..... .. ... ... ... .. _ ... .. ..... ... ... .. .. ... ... . .. . .. .. .. ..... .... .. . ... ..... . ... .. .. .. ... ..... .. ... . ... .. ... ..... .... .. ... .. .. ... .. .. a M 'Y O O o I I N [G I I � FUTURE CARRIER '- ENGINEERING P.C. `s EQUIPMENTAREA� 72f�O�C�O�NC�RE�TE PROPOSED 150'MULTI-SECTION MULTI-SIDED RADOME ;• -- L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I CONCEALMENT TOWER(BY ELITE) ELITE, rERS LP ;la SOUTHOLDPROPO CONCRETEC )( 4,SHEET Z-14) I ---- r I I PROPOSED VERIZON WIRELESS GPS UNIT MOUNTED N rYYP OF 4)(SEE DETAIL S.SHEET Z-5) I vw RON I I � PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT CTYP I / STEEL CANOPY(ABOVE) 1 OF 3 PER SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), I � � PROTECT YOURSELF � PROPOSED VERIZON WIRELESS WORK LIGHT DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6, ®+' M SHEET Z-15)&TRIPLEXER(TYP.OF I PER SECTOR,3 TOTAL) Y (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) I Y.bdow. cau— FOR STATE SPECIFlC DIRECT PHONE NUMBERS — — — PROPOSED VERIZON r — — — — — — — - f- / / `ASIT.WM'WCAlLB11.COM PROPOSED VERIZON WIRELESS I 1 SDALL N,A MN BY: ME-0 BY, WIRELESS BATTERY CABINET I EQUIPMENT CABINET I / �AS SHOWN WAS JKM I (SEE DETAIL I,SHEEP Z-IS) I (SEE DETAIL I,SHEET Z-IS) I L — — — — — — J 8 05/I8/73 REVISED PER mnnENTS JCM JWS 7 OS/0523 REVISED PER COMMENTS IRF JWS 6 04/13F23 REVISEDPERCOMMENTS IRF JWS 1 1 PROPOSED VERIZON WIRELESS CABLE s 01103m cUENTconnENTS JCM Jws PROPOSED VERIZON WIRELESS RRH RRH RRH RRH y BRIDGE(SEE DETAIL 4,SHEET Z-14) 4 12114/22 CUENTCOMMENTS WPK WPK DISCONNECT SWITCH MOUNTED TO PROPOSED H-FRAME 3 51101/22 CUENTCOMMENfS WPM JwS I PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES i 2 sn0rz2 NINTCOMMENTS ]CM 1`A'S I I ROUTED ON PROPOSED CABLE BRIDGE TO TOWER I w/osm cLENTCOMMSNTS ]CM Jws (FYP OF 4 PER SECTOR,12 TOTAL) , 0 17R321 REVISED PER connwTs JCM JWS L - - _ - - J Eca Of � 'REV DATE DESCRIPTION htPtE OF NEk.O � 1 hER-M)i K McKEON NEW YORK LICENSED PROFESSIONAL `o ENGINEER-LICENSE NUMBER 095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, ECII r UOP THE RESPONSIBLE LICENSEDS THEY ARE ACTINGRPROFESSIONALN THE DIR ENGINEER.TO ALTER THIS DOCUMEN T. — SITE INFORMATION: SITE NO:ALBERTSON MARINE I PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO CONDUIT ROUTED FROM UTILITY ! L / IV ,:• / I POLE TO TRANSFORMER&MESA CABINET 61405 MAIN ROAD i (SEE DETAIL I&2,SHEET Z-12) SOUTHOLD,NY 11971 I O O SUFFOLK COUNTY Fli L9 ! 1 U G 3 1 2023 �i I I 20'-0"t r j SITE TYPE: 150'•O"CONCEALMENT POLE SCutttald TOYI'� PROPOSED VERIZON �----- ----- WIRELESS 42"TALL HANDRAIL T T T T T T T T cOI`YlN.RT mv,nOMmAENOWEERR.GP,c.,LLDA"L Sloard of Trustees PROPOSED VERIZON WIRELESS WORK LIGHTY F 9 ---- - -- --- (TYP OF 2)(SEE DETAIL 8,SHEET Z-12) I THrs 71—AND u cDT"c'sINF`o u.nox°co"mNm NEaDN IS E E E E E E E E E E E AUTNDWAS TOR USE ONLY BOY M PARtt FOR Wm TME 'R D'S WAS CO MAY NOT OR T N IT O,I—ADJSUOS 5 ORAWW G MAY NOT BE mPIED,Rmsm,OISttOSm. OImTRISM OR REUm UPON FCR ANY OTIER PIIHPOSE W THWT THE EWRMM MTCONSENT OF ALMUTH EN NEERN LLC. 4 �SHEET TITLE: 1 a PROPOSED VERIZON WIRELESS POWER&TELCO CABINETS MOUNTED ON PROPOSED HANDRAIL EQUIPMENT PLAN z 0 2 0 2 -SHEET NUMBER: 1 EQUIPMENT PLAN cR Tcsr.." SCALE:3/4'-1'V FOR 22 x34'DRAWINGS Z-O9 a _ "� SCALE:3/8'=1'4'FOR 11'm17'DRAWINGS 1 a PROPOSED VERIZON WIRELESS ANTENNA o 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) N (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) I c c I N "'093 PROPOSED CONCEALMENT POLE ANTENNA 0�3 PROPOSED CONCEALMENT POLE ANTENNA y MOUNT(COMMSCOPE PART NO.MTC373I9) y MOUNT(COMMSCOPE PART NO.MTC37319) JAZIMUTHI: `rgY (TYP OF 2 PER SECTOR 4 TOTAL) 'rE` (TYP OF 2 PER SECTOR,4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECTOR, 3�0 (SEE DETAILS,SHEETZ-I5) 3a�0 (SEE DETAILS,SHEETZ-15) 3 TOTAL)(SEE DETAIL 6,SHEETZ-I5) ENGINEERING P.C. or - - -- ------ - - PROPOSED 40"DIA. PROPOSED 40"DIA. P PROPOSED 40"DIA MULTI-SECTION-MULTI-SIDED I e 1 O '(O� RADOME CONCEALMENT POLE MULTI-SECTION-MULTI-SIDED 50�� MULTI-SECTION-MULTI-SIDED TAG � I RADOME CONCEALMENT POLE ELITE1TOIV RADOME CONCEALMENT POLE PS J L'RS LP b� by I PROPOSED 6"0 C I PROPOSED 6"0 C2 F�RF MAIN PIPE MAST D ® Al MAIN PIPE MAST D ®o A 2 SOUTHOLD ® 0 O �EP G O 61 0 ® BI B2ve=j nJ � PROTECT YOURSELF PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA I MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONGEALMENT POLE j PROPOSED 6"0 MAIN PIPE MAST (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) i abelow. Ww.»r�•� (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) ! CaIIE.E"Y t FOR STATE SPEOFlC DIRECT PNONE NUMBERS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA VISIT YA'AY.CALLBII.COM /41 MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE i SCAlE: GRANN Bv. CREC"EO BY. (TYP OF 2 PER SECTOR,6 TOTAL) G'R � (fYP OF 2 PER SECTOR,6 TOTAL) j AS SHOWN WAS JKM (SEE ANTENNA SCHEDULE ON THIS SHEET) S4r�' (SEE ANTENNA SCHEDULE ON THIS SHEET) os11623 REVISEDPT:TconMENTs JcM Jws �`•0° 7 D510523 REVISEDPERConMENTS JFF JWS ryry 6 D411323 REVISED PER COMMENTS JRF JWS s 01103/23 CUENTCCnMENTS JcM Jws 4 1211422 CUENTCC14 E1 r WPK WPK 3 D61DI22 CLEINTCCIME WPK JWS 2 511022 CUDNTCCMN¢Nrs JCM JWS I O4l0521 cuITconME7 JCM JWS 0 122321 REVISED TaR Connor JCM JWS 1 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146-1"A.G.L. °"w' N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2"A.G.L. °"^� °R^w ems"N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS N.T.S. REv DATE DESCRIPTION ° ' I tE OF NpK, 9�PP31.4 K MCy I OZ t �`�O�0853•A / pA�RiSiONA�� I ANTENNA SCHEDULE 'JERI�MiIK McKEON _ NEW YORK LICENSED PROFESSIONAL PROPOSED ANTENNA AND RRU CONFIGURATION ENGINEER-LICENSE NUMBER 095374-I IT 15 A VIOLATION OF LAW FOR ANY PERSON, ANTENNA UNLESS THEY ARE ACTING UNDER THE DIRECT ON OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT.CL. RRU SITE INFORMATION: SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO:ALBERTSON MARINE Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2 B66a NEW / 61405 MAIN ROAD RRH B5/B13 SOUTHOLD,NY 11971 A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60 NEW SUFFOLKCOUNTY i qqE I) l�f RT-8808-77A I C AUG 3 1 2023 =� 81 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRHB2/B66a NEW SITE TYPE: to RRH65/613 I 150'-0"CONCEALMENT POLE j co B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220 NEW RT-8808-77A COPYIUGIffCW .ALE�VIH-1EERINGP.C.,LLCALL I Southold Toi to _ R DNTS RESERVED ' Board of Trustees a j C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW TM...I"G ANB ft.T.'E'"PBRMA"°"`GNTT "ER°"IB v 7 } W M�ORRF CPOR US£RRv BY TIE PARTY POR YMOM 1HE onmACTm oR ro vnou IT D.LT rlus DRAYAVG MAY NOT BE COP®.REUSED.O-IS[LOSp). OImTTRUTEB OR REDtD UPON FOR ANY OMER PURPOSE w RRH B5/B13 TNouT we ERPRE55 x- m"E"r D Anuu H a C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW _ ENC-RRI`P`.. N RT-8808-77A r SHEET TITLE:-- -- ---- ANTENNA PLANS& z i ANTENNASCAEDULE I o >------ ----- ----- - - u 'SHEET NUMBER: I Z-10 a __-_ 'fl•--4'��1-- TOP OF PROPOSED FIRE ®� PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNAS ANTENNA MOUNTED AT TOP OF EL=164'-10"t A.G.L o CONCEALMENT POLE(TYP OF 1) (SEE SHEET Z-16) 0 PROPOSED 5'-0" TALL PIPE MOUNT UYP OF 2) PROPOSED FIRE DISTRICT �Z I I V�lJ 1 lil EQUIPMENT(SEE SHEET Z-16) ENGINEERING P.C. TOP OF PROPOSED 'l TOP DIAMETER OF RADOME --------------- ------- MULTI-SECTION MULTI-SIDED CONCEALMENT POLE EL=150-0 tAG.L lo CONCEALMENT POLE=40" ELITE,TO\1TL•RS LP_ PROPOSED VERIZON WIRELESS ANTENNA I i � �� MOUNTED WITHIN CONCEALMENT POLE PROPOSED ANTENNA (TYP OF 2 PER SECTOR,6 TOTAL) i CENTERLINE=146'-I"t A.G.L. _ (SEE DETAIL I,SHEET Z-14) I4 F+RF PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) PROPOSED ANTENNA S�VTHOL� (SEE DETAILS,SHEET Z-15) i CENTERUNE=141'-2"t AG.L I - BOTTOM OF ANTENNA SECTION QEP EL=138_6 t A.G.L. I� ---— — ---- I FUTURE ANTENNA CENTERLINE:132'-0"t A.G.L ve=n v' I I I EL V0 OM OF ANTENNA SECTION PROTECT YOURSELF =126=0"tAG.L w I I A i I n below. �••¢wry"m.:rAN I Z r Call tiebR " I I Q FOR STATE 9TCIFiWDIRECT PHONE NUMBERS 1 o U Z FUTURE ANTENNA no CENTERLINE=120'-0"t A.G.L. ISCAIE: NN BY: CNECNED Bx:� O G AS SHOWN NA WAS I JKM B 0S/IB/23 REVISED PER COnnENTS JCM JWS BOTTOM OF ANTENNA SECTION 7 asros23REVISED PER C—MENTS JRF JM EL=114-0 tA.G.L I 6 04/1323 REVISED PER COMMENTS JRF JWS 5 01/0323 CUS CDMn JCM JWS I I4 1211422 CUENTCon ENTS WPK WPK III 3 06/DI122 CIEINTCCIMMENTS WPK JWS III FUTUREANTENNA 2 5110122 CMETITCOMETNTS JcM Jws CENTERLINE:108'-O"t A. .L I I G I I as/os21 cuENTcoMMENrs JcM Jws I 'I II o MIT REwsEDPERconnENTs JcM Jws 1 PROPOSED FIRE DISTRICT CABLES ROUTED REv DATE DESCRIPTION T hBOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE DEL=102-0 t AG.L DISTRICT ANTENNAS(TYP OF I) g4 ol ED4 t I I s I III _ FUTUREANTENNA , CENTERLINE=96'-O"t A.G.L `"�p 0953�A ' PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON ao �roRp� �J - II PROPOSED CABLE BRIDGE TO TOWER(TYP OF 4 PER SECTOR,12 TOTAL) ' ��f; k � ( BOTTOM OF ANTENNA SECTION I PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 ERI�K McKEON 7 , �� J..,_° I 1 I EL=90'-0"t AG.L TOTAL)(SEE DETAIL 2,SHEET Z-14), NEwroRK ucFMSEo PROFESSIONAL I DIPLEXER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-15)&TRIPLEXER —ENGINEER-ucENSE NUMBER.095374-I —' (TYP.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-I5) f kl) 7t ,A-J 1 I I IT IS A VIOLATIONON OF LAW FOR ANY PERSON, I [' 1,:---�i - I FUTURE ANTENNN 0 OF THERESPONSIBLE LICENSED SS�EY ARE ACTING PROFESSIONALTHE E A U G 32023 s"I t BASE DIAMETER OF RADOME I I CENTERLINE=84'-0"t A.G.L ENGINEER.TO ALTER THIS DOCUMENT. / 2�J E MULTI-SECTION MULTI-SIDED II III III iiii CONCEALMENT POLE=40" 11 SITE INFORMATION: PROPOSED 12'-0" )(WIDE ACCESS GATE(TYP OF 2 x 6'-0" BY ELITE)(SEE DETAIL I,SHEET Z-13 ) SITE NO:ALBERTSON MARINEI SOLiTi:ild IOYJR f TOP OF BASE POLE BOTTOM OF ANTENNA SECTION PROPOSED MESA CABINET(BY ELITE) Bm d OJ Tmstees { EL=78-0 t A.G.L EL=78-0 t A.G.L 61405 MAIN ROAD -- _ _ PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON V-0"x 6'-0" �z PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) SOUTHOLD,NY 11971 BRIDGE(SEE DETAIL 4,SHEET Z-14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) SUFFOLK COUNTY PROPOSED VERIZON WIRELESS SITE TYPE: TOP OF VERIZON WIRELESS GPS UNIT STEEL CANOPY(ABOVE) I PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) 150'-0"CONCEALMENT POLE EL=13-6"t LZ_ PROPOSED 8'-0"X 10'-0"PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL l PROPOSED VERIZON WIRELESS GPS KIT ELEVATED T ABOVE GRADE ON CONCRETE PIERS J STOP OF VERIZON WIRELESS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED (SEE DETAILS 1&2,SHEET Z-17) ' EL=I I'-6"t A.G.L CANOPY(SEE DETAIL 3,SHEET Z-IS) _ . _ TOP OF FIRE DISTRICT EQUIPMENT CABINETS COPYRIGHTO b12J,AZID(V[II ENGRREERING P.C.,E1G All RIGHTS RESERVED EL=10'-0"t AG.L THIS DR-NG AND ALL—INFORu•TION CONT—HERDN Is A-MORITED FOR USE ONLY BY M PARTY FOR—TIE m5 CONTRACTED OR TO NNDM IT IS CER-ED.MI5 PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& DRA NG MAY NOT BE COP®.REUSED.DIS¢OSO). TOP OF VERIZON WIRELESS CABINETS DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > BATTERY CABINET(BEYOND)(SEE DETAIL I,SHEET Z-IS) WTIOUT TIE EFPRESS WRI CONSENT OF A— EC=9'-8"t A.G.L ENDNEERMO P.C,LLL I. 00 ---- ---------- PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE 00 \ TOP OF CHAIN LINK FENCEJ4 SHEET nTLE; j a (BY ELITE)(SEE DETAIL 1,SHEET-13) `: �y � ELEVATION GRADE EL= 0'-0"AGL ;' ;' 5'-O"AMSL >'` BOTTOM OF ALL EQUIPMENT 0 1 SOUTH EAST ELEVATION EL=3-D t AG.L --- ------ N S D S l0 SHEET NUMBER: r7 cRAPHic SCAT,: SCALE:3/I6°•1'-0°FOR 2Z'il4'DRAVAN Z-11 Iw FEC[t SCALE:3/32••1'-0°FOR 11'A17'DRAWINGS l D. r FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS 2'-0"t I EXISTING GRADE -I o AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS OR AS DIRECTED 8Y THE ENGINEER OR AS DIRECTED BY THE ENGINEER 0 2,-4" s s 2-4 WARNING TAPE WARNING TAPE N _ _ r�JT,�"t�'�C 'j'-�1 'C1�1,!�� "i{ '`I �'rrj��,?4 I' ,� �(,,y •-r-j C/.�U y�`i t]"��•�%j)+;1'��Y�'� WARNING TAPE AZIMUTH —_ - ------------------III— I— E N C3 1 N E E R 1 N C3 P.C. —III —_--_—__—_—_—_—__—_—__—_—_—_—III—1 1=III —_—_ ———_—_—— _—_——-- TRENCH — — —-- — —--- — o O COMPACT FILL(90%)OR -III __ _______ _ ___III- ' 1 1 _ _________________ III- N d AS PER UTILITY COMPANY _ _ UNDISTURBED SOIL ;, Z _ _ UNDISTURBED SOIL Q �= J-� REQUIREMENTS ELITE TO`.Vrtts LP I,Z —--- ——--------—-- —� _—_ —_——_--_— - -III N - I ___ _________III_ —III III— �,,.er W,-:v:IwoE 2 —_----- -_---- CLEAN FILL(COMPACTED - _ __--____ _ CLEAN FILL(COMPACTED J =I _------- --_-_ IN 12"CONTROLLED LIFTS �° ____ ___________= III IN 12"CONTROLLED LIFTS) 6.;. >� ,6 UNDISTURBED SOIL F+RF 'MIN MIN - MIN ;". <. I.MIN,I I 4. SOUTHOLD —I I—I I CLEAN SAND — CLEAN SAND — (I)2"PVC ELECTRIC CONDUIT 4"0 •;,j1 -----; CLEAN SAND SUITABLE SCH 40 TELCO CONDUIT P_p" FOR CONDUIT BEDDING (2)4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) (I)2"PVC TELCO CONDUIT MIN NOTE (2)4"PVC TELCO CONDUIT 2"0 SCH 40 PVC ELECTRIC CONDUIT NOTE: I NOTE. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND I , vwmn,/ UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED I, FOR BACKFILL 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL COMPACT IN 8"LIFTS.REMOVE ANY LARGE � PAOTEcr�rou�suE� ROCKS PRIOR TO BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G 1 DEMARC TO SHELTER TRENCHING DETAIL DR. R`"'E N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL °"w"� N.T.S. UTILITIES PRIOR TO DIGGING. I 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G Callmrorel>a` TRENCHING. FOR STATE SPECUIC DIRECT PHONE NUMBERS MATCH EXISTING J RIGID STEEL _ N19T:WW Cc 811.COM EXISTING MATERIAL&GRADE RIGID STEEL CONDUIT CONDUIT PLUG GRADE EXPANSION COUPLING DRAWN aY: CHECNEOM 3 JOINT SERVICE TRENCH DETAIL G"^""DR�.� N.T.S.l AS SHOWN WAS JKM j IW FEEeI 3T I I FAU B OS/IB23 RENSEDPE0.COMMENR JCM JW$ CLEAN BANK RUN GRAVEL :o GRADE 7 0510saa REVISED PER COMMENTS JRF MSBACKFILL WITH NO STONES 314"GRAVEL STONE 6 0411323 R-EDPERC-VENTS JRF Jws__ _ _== GREATER THAN6". COMPACT s oua3113cuENrcoMMENrs JcM Jws TO 95%MODIFIED PROCTOR %/j�//�// /j��/j j\�/j�//�// ��/%�j��j ZAS"CRUSHED STONE4 Iv142z cuDarcoMMENrs WPK WPK ASTM C33,SIZE N0.57ELLOW WARNING TAPE I3 06/01/22 CT.EINTcOMMENTS — Jws ARKED"CAUTION-GAS MAIN" _6"WIDE UTILITY WARNING TAPE 2 511022 cuENTC TTENT3 JCM YVS Z 00000000000000 000000000 I 04/OS21 CLIENT COMMETRS JCM JWS TRACER WIRE(SEE NOTE#3) y o 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I22321 REVISED PEaconnENTs JcM Jws I 'v _ 00000 IL�I IEIIC I MINIMUM L5"I.D.D.PE PIPE - -•�.' "' - - REV DATE DESCRIPTION I oRAwN RECRm 2'_p" - \ BY BY NOTE RIGID STEEL CONDUIT--" 1g OF NELyY Oq- I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. RIGID STEEL TO PVC ADAPTER PVC PIPE COMPACTED SUBGRADE t yiO4Y 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO NOTE WEED BARRIER'TYPER" UNDERGROUND NON-METALLIC PIPING.ACCESS SHALL BE PROVIDED TO THE TRACER WIRE I. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C.SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL apgp oesa'I` NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2. IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND FkR,Opp G /� INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL COMPLIANT IFGC SECTION 404.15.3. To SCH.eo 6 GRAVEL COMPOUND DETAIL p"'FFCPE"E N.T.S. 4. SPLICE BETWEEN STEEL GAS PIPE&PE PIPE TO BE THREADED. � _ ERLMY K McKEON 4 GAS TRENCHING DETAIL GPAPON PEeD 1105C N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STU&UP G�" N.T.S. NOTE NEW YORK LICENSED PROFESSIONAL _ _ NUMBER 0953741 I. PROVIDE 3"LAYER OF MULCH As SPECIFIED EMERALD GREEN ARBORVITAE ENGINEER-LICENSE OVER ENTIRE WATERING SAUCER AT ALL IT IS A VIOLATION OF LAW FOR ANY PERSON, 6'-0"IN HEIGHT MIN. UNLESS THEY ARE ACTING UNDER THE DIRECTION TREE PITS OR OVER ENTIRE TREE BED. OF THE RESPONSIBLE LICENSED PROFESSIONAL 2. PREPARED BACKFILL MIXTURE 1 PART PEAT, 1 1 ENGINEER.TO ALTER THIS DOCUMENT, I PART HUMUS,I PART PARENT SOIL CONCRETE CAP '- BACKFILL SHALL BE THOROUGHLY MIXED. jl 2 STRANDS NO.12 GA.GALV. SITE INFORMATION: j 6"0 SCHEDULE 40 CARBON WATER IN 12:LIFTS DURING PLANTING. II ANNEALED STEEL WIRE-TWISTED SITE NO:ALBERTSON MARINE J STEEL PIPE WITH YELLOW II IN NEW RUBBER HOSE I SLEEVE FILLED WITH CONCRETE O W w I 2 STRANDS DOUBLE 61405 MAIN ROAD PROPOSED TIMED LIGHT(RB P/N STL360H) F I I WRAPPED AND TWISTED (TYP OF I PER ICE CANOPY POST,TOTAL OF 4) SOUTHOLD,NY 11971 P•GRAD�PAVEMENT_OR 0 Z I SiJFFOLK COUNTY r pS NAVE G,- 'DE CIRCLED WATERPROOF WRAPPING �-- F PAPER 4"WIDE,50%OVER LAP.TIED WITH f fr� �� z Z I I STOUT HEMPCORD AT TOP OF BALL AND li SITE TYPE: n T F E I AT HEIGHT OF SECOND BRANCHES �J•I-""----=-----^--•--•�•_------I Ep CUT&REMOVE BINDING FROM 150'-V CONCEALMENT POLE --�`( d 4 3"0x10'-0"LONG SCH.40 PIPE TRUNK AND AS MUCH FROM BALL ^ I I I (� ` i PITCH AWAY FROM TREE TRUNK - •��/��/��/�� - /� /� /� /�• AS POSSIBLE CUT AND REMOVE UPPER 1/3 OF BURLAP FROM BALL FINISHED GRADE coerRlGlTro mu.AneCImlEacOiBER¢Nc e.c.Ttc,w. RIGHTS E ERVED J i1 U G 3 1 �� i L Q TMAU1H ACRiZ G AND USE ON r e T FOR D NE THE �D Z Z NC AND Al ME INFY THE PARTY HERON IS 1 f 260NCRET FOOTI G(4,000 P51) Tn > WORN IIAS CONTRACTED oR iD—G S CER-ED.THIS i " DRAB oR REum uva G MAY NOT 8E COP®.REUSED.DISCLOSED. DIs Tm v I GFCI DUPLEX OUTLET WITH NEMA TOPSOIL MIX BACKFILL MRIWT THE ExPREBS WRITTEN CONSENT OF FOR ANY OTHERPuaAdMUasE TH ��•`��_,�-.�� 3R OUTLET COVER(TYP OF 2) _ ENLINEERMG P.C.LLL J NOTE I I _ I- TREE BALL Lj bC;IIJ':�10 TQYa�I 7CONSTRUCflON K Boud of'muste9S I'-0 I. MOUNT TIMED LIGHT&OUT PER VARIES TAMPED TOP SOIL DEITAILS•1 MIN MANUFACTURERS RECOMMENDATIONS I'-0" I'•0" MIX CUSHION 6" O SHEET NUMBER. -- - --- _---- 7 BOLLARD DETAIL G ' 'EI;"E N.T.S. 8 TIMED LIGHT&OUTLET DETAIL °":1. "LE N.T.S. 9 TREE PLANTING DETAILS ° �"�T;� N.T.S. - Z-12 a - a 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV.LOCKABLE, N TURNBUCKLE AT GATE ONLY c DOUBLE GATE LATCH T VARIES 12'-0"GATE OPENING 10'.0"MAX VERIFY WITH SITE PLAN TYPICAL CHAIN LINK FENCE NOTES ��I U"�H tz—1 1/4"GATE FRAME I. GATE POST,CORNER,TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE E N G I N E E Ft I N G P.C. WIDTHS UP THROUGH 4 FEET PER ASTM-F 1083. ------------ --- 1 11/4"TOP RAIL 2 1/2"CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-FI083. V2"x2"-9GA FENCE FABRIC 3. GATE FRAME 1 1/2'0 SCHEDULE 40 PER ASTM-F1083. ELITE TONERS LP LATCH ROD 2 1/2"GATE POST3/16"x 3/4"STRETCHER BAR ---- ---- -- --� AT CORNER AND GATE POSTS 4. TOP RAIL&BRACE RAIL-I I/2"0 SCHEDULE 40 PER ASTM-FI083 _ :0 2"INTERMEDIATE POST *SiULD' 5. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392NO GAP BETWEEN FIN1/2"CROWN FOR DRAINAGE GRADE AND FENCE FAim, 6. TIE WIRE MINIMUM I I-GAUGE GALV.STEEL AT POSTS AND RAILS A SINGLE WRAP:1 SLOPE MAX 4-POINT BARBS SPACED 7 ENSION WIRE 7 GAGB GALPPRO EILATELY 5 INCH CENTER ( )=11 N- OF FABRIC TIE AND A TENSION BY HOG WITH FABRIC 14-GAUGE, Izt S BLACK ' STONE OVER -JI1= 8. GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE GEOTEXTILE FABRIC I'-0"0 TIRE AT END OF SWING GATE(TYP OF 2) 3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA. f j Z F- . '^ w O U '.j 1NCRETE #7 GA TENSION WIRE 9. HEIGHT=6FT VERTICAL 0�� 6"0 x I8"DEEP CO _ , w U O FOOTING WITH I I/4"PIPET l7 1: CONTINUOUS 11 1_ 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6"LONG m 0 LINK FENCING. 6 v=i ~ - ---------- - ------ ! 10"0 CONCRETE 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP,2 PL l7? 00 } FOOTING IN SOIL FOR _w Z : PRmTEcT ro�sun� INTERMEDIATE POSTS FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) Q webelow. 1 Call o«bR>a dg FOR STATE SPECIFIC DIRECT PHONE NUMBERS VIST:WWW.CALLBII.COM (SCIJ2: MN BT. CHECxED Br AS SHOWN I RA WAS JKM 8 05/I8/23 REVISEDPERCOMnsHT3 JCM JWS 7 05/05/23 REVISED PER COMMENTS 1RF 1WS 1 FENCE&ACCESS GATE DETAIL °""w� N.T.S. ! 6 07/I3/L3 REV SED PE0.COMMFMS IRE JWS 5 01/03/23 CuENTOOMMENTS JCM JWS NOTE ! 4 12/14122 CUENTC-1HENTS WPK WPK UNISTRUT PIPE/CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME 3 06/0U22 CTEINTCOTHMENTS WPK 7W5 OR P2558-35(GALV.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO 2 5/IOT22 CUENTCCINMENTS /cM jWS MANUFACTURERS RECOMMENDATIONS I 01/05/21 CUDNTConMENTs IcM Iws FOR BOLT TORQUE BE ELEVATED ABOVE FLOOD ELEVATION / 'W D 12173RI REvISEO FER ConnENlt CM S 11 REV DATE DESCRIPTION oTawN HECR 3 1/2"O.D.POST O _ ICPt,�MOF NER.y0qq �QvYK�607 3"0 RGS CONDUIT (GALV.(TYP) _ y 4'-0" METER BANK'MA' �Fo No. a PROPOSED WATERTIGHT METER _ DsS� HEAVY DUTY METER NAME PLATE j PAORSi10R�yGl.,.� ('ERL�►r'D KMcKEON SOCKET COVER (TYP) PIPE CAP(TYP) ----= ENGINEER LICENSED PROFESSIONAL 1 Q LICENSE NUMBER 0953744 0 ® IT IS A YIOLAHON OF LAW FOR ANY PERSON, \I w 'i M MAIN O FRONT VIEW SIDE VIEW UNLESS THEY ARE ACTING UNDER THE DIRECTION TERMINAL BS.37" OF THE ENGINEER.TO ALTER RESPONSIBLE ETHIS DOCUNSED MENTONAL SEcrION UNISTRUT P5000(GALV.) 31- SITE INFORMATION: SITE NO:ALBERTSON MARINE __ 61405 MAIN ROAD DO �� I`_ r.': T' �'— ` -----SOLTTHOLD,NY 11971 \ /y:1 .� c ISiFFOLK COUNTY I Ill L1("t ` I•.- � ' ...-_.��`� 11 L Il:l l'I[•I N ---- J --� ,rl, ." ,�� tJ ITETYPE: 1: 1:.! r.I I! 1 150',-0"C NCEALMENT POLE M I'•I('.1 67..11.', L---_--J AUG 3 1 202r � COPYRIGHT.]O ,ALbMII FNGNFPRRRG P.C..IJL ALL N HNGHTB RESERVED OJ _ Tnls oRAvnNc TnE IRFORUAno"CaJ..ED HERDR Is AVTHORIZEO FO USE ®iLY Br THE P iOR MHOM THE --s___,__- :� RAA c c"D OR To vmou Ir rs M. m n s 1'I'III i -.-_-_-_�i.J(IQ7;2 i0VJ11 mxT*ETEo Dq IND,.-uPa�R .REµsmnoiw vuraosE > LL// VniHWT THCt RESS Td M.CONSDIT OE A➢MU1N 1. 12"0 PLAIN CONCRETE PIER --- ._ __ _ B�•1r—Loll 6 (4,000PSICONCRETE) MESAAPER-INSTALLED it��a1:EES -_^ ! EraHEERINCP.a�uc - NOTE PLAN VIEW T 1�SHEET TITLE:'' z DISTRIBUTION PANEL � a I. MOUNT METER RANK AND MAIN LUGS SECTION PER CONSTRUCTION DETAM-2 GEE MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. z 0 u' SHEET NUMBER: 2 MULTI POWER METER BANK MOUNTING DETAIL °"V. N.T.S. 3 MESA CABINET DETAIL °"wEALL N.T.S. 4 °"^� `"� N.T.S. a 11.61" 4.53" 12.2" 10.7" WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER o �� '� �'� GUARDS GUARDS �I■■■■��L GUARDS GUARDS o `It6�INIi ■�. 1^,'...-.�.._:.a. `` L t+lJr ( lu....�. .ol. S ccI;i :'• `1- a •�II 1' ! ■�■ N 7),Inulltamnt:tt7liu � 7.1... 11..— ..I�� •� , j�ttll ',� LAZIMUT�1. ('1I E1111A III 1 ENGINEF4ING P.C. [Top View] [Top View] [lop View] --- -c [lop View] CO 15(380) J� 15.88(403) �4.98(380) 15.68(403.5) ELITE TOWERS LPLZ EX"- 1c..- - ._-- .I::,edIIpl1lIi1ll1Iu1il1I4lpllIl4lu4lIipilggliI4glll�qlpilglpUlgl;lllIih l::;If 11[�1lII1i1l'1l�1g�111l'1l�1lI1lI1l'lI11lI1i�4i�l�IgI1g'1I1lI f'III 4 � � 1:I! I • uv-i ;,r; 1I �--- � II -- ------SO U-F-TiR H: FOL Dmac; ---- Ita IIIIIIhgI1h11111U111111 O OE0%. i onuu m■aj ml:�a �a *ss!>s! '- j -- — f i I I p venz [Front View] [Front view] [Front View] [Front View] nV 'a3iE!!!!!!!!'!t^ lim J. - : .5 !an'_�_-®suEtL�A ® ®- !m ® if If Gjl PROTECT YOURSELF �I �jr` 1'•- bi. +(!�'�11 t7 �.�. .r lr1 r E►'J'"=' `fl�_i�i WEIGHT=5932 LB • �1fQ , I I�' II 1 ,--�'cY.f .�.:I'�I I_ 1 nbelow. �r � (Jii _J1: :,.t�_, ( SAMSUNG-RT 8808.77A cali�Pre P WW REMOTE RADIO HEAD FOR E 9P DIRECT PHONE NUMBERS [Bottom View] [Bottom View] .. NSP WM1YW CALL011.LOM [Bottom View] [Bottom View] NOT TO SCALE SALE: DAA.RY. r AS SHOWN WAS OHE JKM 'V' O B 05/ 23 REVISEDPERCOMMENTTS JCM JWS — - SAMSUNG-B5/B13 RRH-BR04C RFVOlU-D2A SAMSUNG-B2B66A RRH-BR049 RFV01U-D1A 7 O$/050523 0.EVISEDPER COMCOMMEMS JRF ,W$ WEIGHT=26.5 LBS WEIGHT=94 LBS NOTES: 6 0411323 RIMSEOPERCOMM JRF JWS HEIGHT: 15.49" HEIGHT: 15.49" ANTENNA FACE AREA=258SQ.FT. AFITENNAFACEAREA=4.455Q.FT. 5 0110323 CUE—C44hENr: JCM JWS IMA WIRELESS-MXOBFIT265 NOTES: JMA WIRELESS-MX06FIT465 WIDTH: 15.88" WIDTH: 15.88" I. RRH MODELS SUBJECT TO CHANGE 4 12/1422 CUEMTCOMMENTs WPK WPK I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11.93" BASED UPON AVAILABILITY AT 3 06101/22CUOMTCOMMENTS WPK JWS TIME OF CONSTRUCTION. 2 5110122 CLIB TCOMMENrs cM WS BASED UPON AVAILABILITY AT WEIGHT: 70.3 LBS(W1O SOLAR SHIELD&FINGER GUARD) WEIGHT: 84.4 LBS(W/OSOLARSHIELD&FINGER GUARD) J J TIME OF CONSTRUCTION I oa/os12 CUB-cOMMENn a Jws 12 1 ANTENNA DETAILS °"w N.T.S. 2 RRH DETAILS MET 0 12ATE REVISEDCRIPTIONTS JMCM ,W$ GRAPHICBCAIP N.T.S. _ _ REV DATE DESCRIPTION VR�MECK D BY BY NOTES: NEW POST CAP(TYP) �Z6 Of K I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 9 RECOMMENDATIONS AND VERIZON STANDARDS. a °Z a B HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. % Z GRIP-STRUT 2'-0"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. ``d,,q 0953t` 3,35" 8.99' �.. MM WAVEGUIDE o ERL►_Pa�K McKEON o w Z CROWN EACH NEW YORK LICENSED PROFESSIONAL = FOOTING 2"AF.G. ENGINEER-LICENSE NUMBER.....-I Z �° O O O O O° IT IS A VIOLATION OF LAW FOR ANY PERSON, FINISHED GRADE UNLESS THEY ARE ACTING UNDER THE DIRECTION ° Po Ra A. OF THE RESPONSIBLE LICENSED PROFESSIONAL EN Dpo I OOpO� ILJ'lL(1 ENGINEER,TO ALTER THIS DOCUMENT. ��° o°oGo SITE INFORMATION: F I I`I I—I I ° SITE NO:ALBERTSON MARINE l � --COMPACTED j SUBGRADE :) ° —III— I C1 fF 61405 MAIN ROAD Fr _ ( �. O D CONCRETE FOOTING(4.000 PSI) •I'I S o LD,NY 1 Dolt SITE 1lFilil! I NOTES: O SITE TYPE: 3 i 2Q23 9c ). CABLE BRIDGE SHALL BE SITEPROI GRIP STRUT TRANSMISSION LINE 150'-0"CONCEALMENT POLE T A U G { BRIDGE KIT(PART NO.I B24D-216T3)OR APPROVED EQUAL --- I 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLECOPYRIGITCO IDU.AZLOJIIT INGTNEERN'G P.D.LL.CALL t -- __- ---_•••�•• Q �NG"TS RESERVED v $QUiI`VDIu iCC'!i) $ TRIPLEXER T"'AUTTHRO"MD FORR USE°�iv�r°ie°YRTTHE PP"ARTYY FOR WBM THE BRIDGE COMPONENTS. Bosrd of Trusfees �., 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, °PORnvwc MAY NOT BE OR TO KUSED.o°isa sm. s ---- ---�- STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BE WDSRUWTED OR RELIED UPONOR ICY OTHER PURPOSE _._..y. •-- -- MANUFACTURER: RFS WTHWIT THE EXPRESS MTTECONSENT OF APMUTH PROVIDED BY THE CONTRACTOR AS REQUIRED. E"rJNEEwN •uC H S. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/IC-3L BENDING RADIUS OF THE COAXIAL CABLE DIMENSIONS: 4.65"Hx8.98"Wx3.35"D SHEET TITLE: 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT I. TRIPLEXER MODELS SUBJECT TO MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS EQUIPMENT DETAI S-1 Z AT TIME OF CONSTRUCTION. (SHEET NUrBER. -----_-------— — 3 NOT USED 4 CABLE BRIDGE DETAIL GR `"�" "F Z-14 N.T.S. 5 TRIPLEXER DETAIL N.T.S. -- -- - - - - a NOTES: is o LIFTER EARS 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34.1" 21 3.B" _ 32.0" 37.8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY 0 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME T GPS ANTENNA 0 0 0 000 (PROVIDED BY VERIZON WIRELESS O AZ I M U T H INSTALLED BY CONTRACTOR) ENGINEERING P.C. � 0 PROPOSED RRH'S I -� CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) S' (T,/P)� 0 1 1/2"O.D.x Y-0"MAX GALV. STEEL MOUNTING PIPE 'ELITG1TOW-L•RS PROPOSED PROVIDE APPLICABLE o O O o CABLE ENTRY HANDRAIL POST r'� -- - -- - PIPE TO PIPE CLAMP oumli O1/2"0 GALV.U-BOLTI O (TYP OF 6) COAX GROUND KITREVERSIBLE MOUNTINGCABLE BRIDGE POSTlPIPE MAST LD COAX CABLE(AS REQUIRED BY I KITS O /� ® ANTENNA MANUFACTURER) OO NISTRUT OO 7 O l 1 PROPOSED END CAP p 0-EE 0 IN 0 0 �6 AWG GROUND ON WII E O 31.7" _I 45.5" 34.6ol /`.J�' �• LUG ON GROUND BAR r fi OOOO vermi PROPOSED PI OOOT 0 O O O ESOF016-ECAOI(DC-AIR/DAC) UNISTRUTLENGTH INU IELD \ O OO NOTES: _ POWER EQUIPMENT ES0F024-ECx01 CABINET 0 O O 0 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND I. SRrErtTyoumsELF � HEIGHT: 72.0" HEIGHT. 72.0" p p 0 CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE SURFACEAREA OF WIDTH: 31.7" WIDTH: 32.0" p p A HEMISPHERE AROUND THE GPS ANTENNA below. �.g�N R�NR �o I Call Nmm��g DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPECIFIC DIRECT PHONE NUMBERS FROM A MINIMUM OF(4)SATELLITES.VERIFY WITH HANDHELD GPS BEFORE -T.WWW'.CAue11.COM 578 LBS(RECTIFIERS& APPROX.690 LBS(RECTIFIERS EIGHT: WEIGHT: FINAL LOCATION OF GPS ANTENNA 'BC•LE: .N BT: O.ECNEO BY. EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) AS SHOWN w,A WAS JKM B OS/I8/23 R—D PER COMMENTS JCM JWS 7 05/05R3 REVISED PER COMMENTS JRF JWS 6 04/132T REVISED PER COMMENTS JRF JWS 1 EQUIPMENT CABINET DETAIL — DUN—) N.T.S. 2 RRH MOUNTING DETAIL °"Q I= N.T.S. 3 GPS ANTENNA °" "� N.T.S. 5 01/03R3 CNENTCOMMENTS JCM JWS 4 12/14122 CUENTCOMMENTS WPK WPK NOTES: _L 06/01122 CLEINTCCMMENT3 WPK Jws 2 5110122 CUENT COMMENTS JCM JWS I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS I ovosal CUENTCOMMENIS JCM Jws 4 3 2 1 RECOMMENDATIONS AND VERIZON STANDARDS. ILGFRc'RTL --"— 0 122321 REVISED PER COMMENTS JCM JW5 fnffacN�xm DaaamxsAREwaRnDa:T 1 i � zl Ps=z�RAvc;E°s-acoD 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. REVI DATE I DESCRIPTION a2IMENU1DRi56HQ'M.WUI6L�E PIATI59YHL10N8V ,d Y•NUFPCRM:NGSPEQIL 120liMD,i9 04.5-OD PROPOSED UNISTRUT NTES vmwc PIPE SHOWN FOR REFERENCE END CAP D (04 s-m6W) D 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. 4't60F NEµ y 6.5"2 T y I r I HIDDEN IN DETAR.A � 3 d PROPOSED 1/2"HILT[HIT-HY pq 70 ANCHOR W/3.5"MIN. O O O p O EMBEDMENT(TYP) �ERLM K McKEON C AL..E CNEW YORK LICENSED PROFESSIONAL APPL V ^ o fNGINEFA-UCENSE NUMBER 095374-1 3B PROPOSED ELECTRICAL PANEL 15-23 FT4 MOUNT PER MANUFACTURERS sO�Et. ANTENNA SHOWN FOR ;D1 IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 ( N RE U REFERENCE NLESS THEY ARE ACTING UNDER THE DIRECTION ,1 RECOMMENDATIONS) v OF THE RESPONSIBLE LICENSED PROFESSIONAL ® ENGINEER.TO ALTER THIS DOCUMENT. I IS v I SITE INFORMATION: O " O SITE NO:ALBERTSON MARINE j BI B 61405 MAIN ROAD �;� SOUTHOLD,NY 11971 I kj ,�_ I f' F 3 L� smell SUFFOLKCOUNTY SIDE VIEW FRONT VIEW ({-•� I _ COMMSCOPE,INC.OF NORTH CAROLINA SITE TYPE: �mw73ts 150'-0"CONCEALMENT POLE A 3 1 [I��' I =Nrr"o oescR�vnoN r ..Il;.n No cuvAla ou •r alwiAlwemv DIPLEXER { 'lu,palW WOR^•vA.NONA6NOM u" •veuS I '�TOa10P •NIB+Nn NCux10R•LF ROSIN COI'YNGIITm,Da,AZIT1lTDESERVE eRIIic P.C.,DLALL PROPOSEDTELANCO BOX Nmlss „ax,vCOUNBa,m R3 w "�NONSTDALNUTHANTENNAMOUNT MANUFACTURER: RFS RESERVED (MOUNT PER MANUFACTURERS AI •m setup RA*wA:~ DDIUM `Z= A A RANTNG AND ALL Tiff INFOR—I CDNTNNED HEREIN IS lI FF f y AV1HwUTEO FOR USE DNLT Br TTIE PM1Y Fqt wHOM 1t�OS I RECOMMENDATIONS) --- - kEE POWER SUPPLY: FD9R6004lI C-3L NORO was CONmAOTED mR To E. Ir L.CERTNTEO. 1 00 .al;il v10''�TlrfJ L ii� �, 7:6��V MTC37319 DISTRIBUTED DR RELIED UPON FOR.1.TIER RIRPOSE ORA NO WAY NOT BE COPIED.REUSED.DISCLOSm. J > i on DIMENSIONS: 5.8"Hx6.S""Wxl.5"D wITHwT THE DRESS NNTTEN CONSENT OF A-UN W and of Ti st,-s i ENpNEERWB PC.LLC .--.�- --PROPOSED PIOOOT L ©"1°�"�'""" C ®� NOTES: WEIGHT: 2.6 LBS "'- UNISTRUT(TYP)(CUT TO 4 3 _ 2 _— __ _- m t _J 'SHEET TIRE: LENGTH IN FIELD I ELS SUBJECT TO DHANGE BASEIPLFXER DD UPON AVAILABILITY EQUIPMENT DETAILS-2 o AT TIME OF CONSTRUCTION. F SHEET NUMBER. Z-1rJ aRArNic scAlE cRArxTc scATF cw.rxlcscAls 4 ELECTRIC/TELCO RACK DETAIL M FEEp N.T.S. 5 ANTENNA MOUNT DETAIL Q FP£p N.T.S. 6 DIPLEXER DETAIL D FEE T N.T.S. N o Single section Multiple Arrays �i•.. Pmttmmpv _.��_---0••dN�-__-��.q�mY-..�.-.�. t©M2CVR Porrcrta6ne_IIatlwnv_Eva R[v�_ omm. Ncu FmucsO `^ �! Im, � � - -I nwrosi-_.--_ w,txamm 2memevahw+.l,,...�,mne.w..aaw e,M.n...o=m aPuue mra,_4�. .rvva:ea•.w:-n--_--u.e..l.ew a.t.,a....,P,,.nmaw:l _---____ ou," auwozr z.00ae ones wan vmammm 03Oa9eAW .�,,,,E:.e�l - ., •r eA.wOm] wxn c+vsmm mane\N °O ''�Ia"" k• oFFoM'MAnPz0wom4mO Oa4l5m 7]- 12Se04 eu�pimavmn semmalM I 140W1 "TJw oulsuoa _ a�S�s.snn:-CIi s-�SamitteEenfv J Ceu n.v�a.:x.mknn.en _ ____ szrtHNmlm onr �Pue.wt.amau�,t.�a.n�alteBro_Y+ a Y1• wPw�,u9m;i4wvnc�,�m,turbeu4.ma v� I I M VT HI 2.- owAM ENGINEERING PC . _ _ - wmn mo. Dual section combination Dipole Arrays mm.nP•4.>•Imamm*+.aml'a4�P•m.m ca.n.aam,�wsm rm=,we.Ilcnn,"ul) F =Y_ , _�\ '''91QN� m'I"r®.cammarm*mr;cwv _ _ _ vmnsaxcl0�rom.summtlzs-aRmsa.nns; I ��, tl ' x4nNty 0reebem=:,m..mm�we..,.4.,a,w„anw.m.K�4-..:n��.::�".e.N-.Y�.�e»sm n ..a Is44woan z.Dmmoav4.m Fa�,n.mom 030. W r a.4elac,m�a.'�ay.a,.ava nran uEie4smor.aevamw N _ E®mme x `I• mcussn.�- - ' - I� morn Iwin N ELITE T011'CRSLP OFF_ sraa4a 6n u z.xeu cvm.a.en xpmm ma y__ 4ao-sxoMW x�?.eEOv/Em'iEwxcrwn - .a.. .+.au.c4e..eu in .mi..;yw, res+a':.1ra seYW-¢IM aa.�eua 'fin"•'�mae.n 1,::.e<i;'A'eR.,mn.-:..Ln-�,',.:u•L F. � a4m5n I lasos4 pRw 4ao-s2cxW ...,,. nmasps4u -.,au.•a„Dw nOm "ne.4 c t aN= svaRwn xoaemteaun v - -------- � . EIIIp1415M1pna - "I,I�, brtcEe^�nea ,."watnra.a SlY l,energnma�as•,ay.J•t'ue•ma zt. .c'a,ov xW.AAFw Netelr2 pr_ Finaosn -- - z.bea.mDew..am>aPmm.ram --_ 0ao.mrav __- �} o-,Is.m1m•xra..•:a,mwrn sexHocv _ m __ a� Kmwsmn4•rurmr-O Es•'na?I:av4t s0.ww F��4 ) _ FAw.siE .ecm mP�l sm4xwW ��/ amn-a -n�a-a,��r�-r!®- - - -� - rx.'.xo�.ca..'.reucit+s•m w��:wv+csco�n I .. I zas4e4mw®Iawxn Rawam Isom o,ma..c�a�,�mav�a�m P®nP.c,n)em eea4rs'.sm-.,owx..cacvr � n• a o...sa:wmnacs0o...x..nEs-;w.�:c.•.4rrv�..r) I FaeOan I ea alewem .0o-sznuW r_e a.,a...a.,„ Rnx's mJ.davaSVJNm w'sszoraurnew nwm,mmarsmnww.,sa;ne•..am�e wrron _ SOUTHO A -� Ottoceb4Nore 'T riTM�tnpVleS 4.AFSFmI4mlm<mn � ti� t� wm+..a�upur 4005SNW n4 �H1gx UJ SViIv u1W tIR6.'950;C`G99S?i N;1�x?x39tlCivaa'r>ffse _ ka" OMD6�L x.s®men.B®a Dose. .toM. 4IIL52LxtW (use�Rff+•aa�mm a94w I¢taSOAeiim I' "I c :loon nDOm a'p la40r SC.nam ONywxtll ottl•Ice almWpt R:m059m COroeCQ)an CltOtcm INKma a•CtPt Fromm4T'.JNMffiY..6bM�ta"awtol - S4Ex:r¢PYecisamramm Q4ID�mee �i _O sc ,paY ,n fran ear MOI OuMmUHF A,ray. Fnffi5¢et°I®t[n:v rytGTW.li:y.W brLW1 ,�,.�x,a�. E,aa.-m�.,4am _ ,EPA'• i -I� v4Rm seen d a seal see0p,ppn4ilnallal ax0v)mu wlu nape lO adRr es slaw' ae. �- • I---- -- - :y: E I Spemh yaw Ion Fr GKbW aom ate Yd oco a eg:BAODa7L PLUS 2.SIR:IIy van mryle uppersttUCn lrrm on targtr+ol s'anpare UHF Att3ye Ib[aD:T1tA1C.R'I CrM y-+�Ii nta4•A E'm Mw,mC�-N443 mt max+m,Lk Oul �Rr�'-avv mIC13c Im6ma WJeh[w':um?e Ptw msy9n't PsJr:_z 1.AO:r0.use Ce sxoe yaAuv I i /m.0 e:msarne kCNtlI.'dme[ru'4lN nklroseYraL•Ck LtnP+N kYnlm9 dtz'Ytana2Ea.IrnGm[WeCmm - " Combination Collinear and Dipole Arrays arma,-uemt�ae •r nmtwturwu-mwtoumvteenamers.-ea coo�.uTE.slmRynxov mtram auttemtmel:mz � I !''•mom_ rvlcIzuoc4alsa 'wiomz.s.N lmPS/rLsaa-a'atN mAEsaunl.excm �n� OmN. r mT,tamx4 +.mmv.all.vdaen �rtob7 D�� .DDEzoNHI mt4woei aro Emm. aOOSSxW I I��aP�N m RA � ' �m.�i ��m� .ma��tx REDTDAII�xAa� -, ' aP,NMaw9ma. I ' -.7 1.54ao eniprmv 6a?SSMHz I 1IM.IL IZU3P0Al )ye4vawvasm,nEEa@]I PPOTELT YOURSELF 1 I EM4040G] 2a 5e90 o¢Wmis sapa.m Iota - 40DSANW ��wm 7 fJINGI`I (�e OowxzaaMw SsaNr bIa z.®tmm aRP 40DSROb'IM ERWDYaIlfLE9'i e91 I.r�imtam0ht+0ama9cla•vRwoLT lm[rno¢bat �n below.. mm.¢u,rmmx aw Herz j _ taeaaam.n 4msaa+W EronlmA•o<nFom.e�e4e4m..b�mwnEaevomPm..+ae1 CallTESryElmtSlpreFt a.NtmNwrmtMOPu:rtmmm FORSTATE SPT,W DIRECT PHONE NUM8ER5 VISIT:WVMCALL011.COM DxAYm BY: dEbrEp BY:apomtilutOn col-and dpdOOrtry YOUW aetl to olticrmtoYaw mmpam�P+- PAG=trnRn1A46tarr. IFyamlw-Seeat kcm w hM plop..W BXa067 PLUS ASSHCIWNWAS JKMblil' F2'SoOnty Wa COL coIII-extler COL15.COLti wCOl9 so'CCU lard rememDw lO speey heWOncyl --_ - 0 U 8 05/1823 REVISED PE0.COMMENrs JCM JWs 7 05/05l23 REVISED PE0.mne+U•m JRF JWS 6 04/11/23 RE .PER conMFlx7s JRF JW5 5 01/03723 CuENrc men rs JCM JWS 1 350.520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PIP 650 FIRE DISTRICT EQUIPMENT DETAII, 4 12/1422 CUENT-11EIN s WPK WPK 3 06101122 CIFINTCOMMENrs WPK JW5 2 S/10/22 cuETlicOMMENrs JCM JWS _ ��LL• '�•' I 04/OS21 cu-TconMEMrs JCM JWS .•R?�'' General Inside Clearance•Lass Rails o I223a1 REVISE°PER COMMENI3 AA JWs tli"I Weight Height REV DATE DESCRIPTION °erg a I 205 Lb.assembled 77.98" ({ +, 275 Los.shipping weight Width Doors 23.625" rE OF NE{yk 1J }' 2,secured by three point locking system Depth gy< VK Locks via customer suppited paMOU3 .See racking sped[matiwls 2 ' Sealed wim.875"alumrtmm b0ed gaskets _Ussabie deem 1k Mated./ .125"AJumin6AQD Ratings r l Fnish:Pointed cream NEMA Class Types evaflobte �c,A eerie. •RF properties:Non-f-.s -NEMA311(Vented)•NON14 . o A S M1 095 Vents (dosedloop-a/c),NQM4% �,ey 3 l 30 bottom louvers I.N.door Paint Tested OHN' / 14 top tethers-m top cover, 1000 Hour salt spray,neAhoed) G umlerAlumishieldO 1OM Hour Immersion Oneremmablebnerpandperd"' Door Opening Clearance 14e.edOecrpadsintopcoer ERL MCKEON Handles Height NEW YORK LICENSED PROFESSIONAL Z.nr padb king .74" ENGINEER-LICENSE NUMBER:095374-I Racking Specifications Width Rackil. IT IS A VIOLATION OF LAW FOR ANY PERSON, I Exterior Cabinet Dimensions UNLESS THEY ARE ACTING UNDER THE DIRECTION Two sets 19"Rail standard OF THE RESPONSIBLE LICENSED PROFESSIONAL (for additonal raps see adYSSodes) Main Body ENGINEER,TO ALTER THIS DOCUMENT. .Alodme coated .HCight:78.2:/' J Hines tapped far 10-32threads .Wift:25.5 BaDn roll supported lo' R-sours*'a .Depth: SITE INFORMATION: SITE NO:ALBERT50N MARINE .125"Matndal(NumIDnt0)eAFDJ glumishiefeld® Spacing Hang down height•1.71" 19"or 23'Racking available Wd01:28.46" - �^--•-- Useable Height Depth:36.67' �' - Usable racking height has been rerised Handles 405 MAIN ROAD to only in In Ulu opening of the doorlam • Probude 22" �� e4 - I r'.i•F w1fichis Cabinet hei minus t� S OLD-NY11971 height Total Space Occupied _ 1.-..,. ;�y y - Ma mum:74.25" Haight 76.855" !; ': ) Number a rack eons pm rail Set 42 soon:za.46• , OLK COUNTY Total number 11W.Up te 84• Depth:37.75" `� �I Useable Depth I t fdaximum:30.5"Mmimum:28.75^ 1 AUGri , SITE TYPE: CO23 150'-0'�CONCEALMENT POLE 3 Top 74.75•-78 23' 325• 30.50' ( Su L'�FIOff1 TOtrifi +� �C°n'R'cxTlo env. CxTs aPs�aE-".C..Mo_ LHauDRAwx AIm Au THE wraaxxn0x caxruxm RERUN rs v 74.51-N 75' je- 2930' i - Boni cl;R1SfEe5 THOPI p5E ON Y aY f PAR FOR NHOM n E 45.00'-]4 ST 2aST 3050' ""T' NZ4EIOG MAY NOT BE COPIED.REUSED.DISROSET. `- q WAS C 12 CTFD OR 10 MNW IT IS CER1Iitm.1H15 > _ Canter 3300'-i500' 12W 297a OIImIBUT T°RAFF UPo FOR MY 01HW PurmoSE MWi THE ExPRESS NWrtE O.MCINT OF ALNUn1 ENGINEERED 0 343-MOT 2857' 30.50, Z •Front and Rear sets of mils allow some _ 3a -343' .18' 25.50' FEET 71TI-E: DOequipment to rock both dlrectlorLs providingFIRE DISTRICT EQUIPMENT•1 DO equipment Be- ODO'-325 32S 305T uFOi SHEET NUMBER: 5 NOT USED 16 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED Z- M 0 ii REM PART NO. DESCRIPTION QTY. WEIGHT 1 NOTES: MTC79020808.01 8'CENTER CHANNEL 4 86.28 LBS , 0 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2 MTC79021010.01 IO'SIDE CHANNEL 2 713.57 LBS 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS 4 MTC79020810.01 24"X 120"BAR GRATING 4 142.72 LBS '^ 5 GB-05205 5/8"X 2'GALV BOLT KIT 32 0.07 LBS 6 5 /�, 6 GWF-05 5/8"GALV FLAT WASHER 64 0.01 LBS 1/ Z I 1 n�O 1 U T H; a. 7 GCM03 GRATING CLIP 32 15 17 ENGINEERING P.C. o DETAIL A A ��A ALL CORNERS ELITE,TORTE•RSLP swEt:4 DETARE I • / 1z r� ` SOUTHOLD j � 13 2 6DET�AB.0 SCALE l A \ - ITEM PART NOw105 DESCRIPTION Or". WEIGHT NOTE NO. 1 GB-03105 3/6'X I-GALV BOLT KIT 14 0.08 LBS 2 GB-05205 S1W X T GALV BOLT KO 28 0.06 LBS \ 1 3 GBQ5205 5!B"%TGALV BOLT KIT 28 0.26 LBS 11 f 4 GWF-03 318'GALV RAT WASHER 14 0.01 LBS 11 5 GWF-05 5/8'GALV FLAT WASHER 28 0.06 LBS ----- 6 MTC3979H POST,HANDRAIL 14 166 LBS 74 PROTECT YOURSELF 7 MTC3979HRI1 HANDRAIL HORIZONTAL 2 16.11 LBS . B MTC3979HR13 HANDRAIL HORIZONTAL 2 21.11 LBS 9 MTC3979HR13 HANDRAIL HORIZONTAL 2 .51 LBS 10 MTC3979HR14 HANDRAIL HORIZONTAL 2 . LBS n below. �.�•^�^w. "h� S44 li MTC3979HR15 PLATE.HANDRAIL TOEBOARD 1 2 1 16.52 LBS Call Eekrt p°m; 12 MTC3979HRI6 PLATE.HANDRAIL TOEBOARD I 20.83195 9�0228.6] FOR STATE SIP cinC DIRECT PHONE NUMBERS 13 MTC3479HR17 PLATE.HANDRAILTOEBOARD 1 645 LBS 1 VISIT:W .CALLSILCOM 14 MTC3979NRI8 PLATE.HANDRAIL TOEBOARD I 1 5.37 LBS �- IS MTC3979NRI9 ANGLE BRKT.HANDRAIL 1 12 032 LIS x"er. rxED er.� I6 T517JD 12-2d%TSELF DRILLING SCREW 1 16 0.03 LBS wE) I7 T31275 TEK SCREW 412 X 314.WITH NEOPRENE WASHER 48 002 LBS AS SHQWN mA WAS KM 8 0511823 RF/Ismi'mcoMnENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JW5 6 04/1323 REVISED PER COMMENTS JRF JWS 5 01/0323 CUENTCOMMENTS JCM JWS 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-POSIO-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) 4 12/14122 CDENTCOnMENTS WPK WPK NOTE: 3 06/O1122 C-TCCrtMENTs WPK JWs 2 5110/22 CUENTCOMMENTS )CM JW5 FINAL DESIGN OF PIERS TO BE CONFIRMED O405rz1 cuBNrconnENrs J"M JWs ONCITEM NO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 QTY FOR MTC4D45HF55 GEOECHNIC ELITE ASB RING AND PROVIDED 0 12rz321 RDngD:fawn.. JCM JWS GEOTECHNICAL BORING AND PROVIDED I REv DATE DESCRIPTION DRAWN NECKED 1 GB-05345 5/8'X3.1/2'GALV BOLT KIT 8 8 AREPORT. H ar BY Z i --- - 2 GUB-4355 I/2'X 3-5/8"X S'GALV U-BOLT 10 10 ,- OF NflyY 3 GWF-05 5/8"GALV FLAT WASHER,1.70D 8 8 Z) 4 MT50460 SQ.SUPPORT RAIL,1-5l8'X 60'LONG 5 5 a 4 PROPOSED PREFABRICATED LEI + NO'OGENERAL 5 MTC4D45-01 WELDMENT.BRIDE 2 2EANTC4045-02 EQUIPMENT PLATFORM S. O _ y 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS PROPOSED (SEE DETAIL I) �' � 12 FOR PATENTS,SEE WrriY.CS-PAT.CAM 6 MTC404S-12 BASE PLATE,3'PIPE 2 2 Tn O 20 DESIGN NOTES BASE PLATE �p 0953'M 4400 TEST CNRING!SPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3.12' 2 2 / q�ti554O8NY 5.0 PACKAGING 8 PTCRM END CAP 10 10 - - ISIS Q 0 t- 60D;E24J -i 7 - - �ERF K MCKEON 35IR97 PROPOSED NEWYORK LICENSED PROFESSIONAL 2 �y� HSS4X4X3/8 COLUMN PROPOSED UTILITY H-FRAME ENGINEER-LICENSE NUMBER:095374.1 SEE DETAIL 3 I'-6" ( ) IT IS A I VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION o 0 o a o 0 0 0 o 0 0 �' �_ b PROPOSED j OF THE RESPONSIBLE LICENSED PROFESSIONAL I/4" ENGINEER,TO ALTER THIS DOCUMENT. 1 10"XIO"X3/8" 1-1/2" ___ TYP I I BASE PLATE TrP SITE INFORMATION JII GRADE LEVEL ° GRADE LEVEL SITE NO:ALBERTSON MARINE j w ;> PROPOSED 5 8"A615 H554X04X 'O a 6 0 ; `a, �- ` ANCHOR BOLT COLUMN \\\\ !\. 61405 MAIN ROAD ooeeveeee eeveo a oo°a (TYP.) to^xlo"x3/e^/e \ / \ S iJFFOOLKCOIJIVTl1 Rc EMBEDED I'-6"IN PIER PROPOSED �: A'iALABIE o BASE PLATE ooe-se000--0000 3 . A4eY,,..•: PROPOSED PLAIN CONCRETE PIER o 4 SITE TYPE: (4,000 P51 CONCRETE) (4,00 PSI D PLAIN CONCRETONCRETE PIE 150'•O"CONCEALMENT POLE J tr i� PROPOSED I _I Qom-' cOPTiticxro mD.AAntT7THENDINEERWCP.c.,LLGAu F'-� L_ r 0000soe"000 '� � ' �� -^--- ----1 p 1��[ . 10"X 10"X3/B"PLATE FD�WR ON AUT D 1ffD FOR USE DRY BY THE PARTY FOR EHO TM .��' I I[ I'-D" M5 0RAV4NG ANO ALL THE N CDITAINFD 14:REN IS 1 m �I!/T-1 I WOWOR�WNAS 6 M�YANOTT BE"COPIED.REUSED.DISCLOSED. S I ¢1 L U G 3 V LV 6�� 13 00[?4.; 6 i °WIN-THE DIPPESSS RCUED Mfi�T1EN COMSENTT"OF Anu- ' (ItlE E-NEERING P.C.LLC. EJ ++ SHEET TITLE: ti ` ¢ ---- -----p ( S(iJIf1o!d 1,or:il 17RE DISTRICT EQLTII MENT-2 Boa,u of Trustees --- -- -- --- SHEET NUMBER: Z-17 3 UTILITY H-FRAME DETAIL(COMMSCOPE PART#MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY H-FRAME CONCRETE PIER DETAIL a - - n o E. NOTES TO USERS LONG LEGEND n br uu m awnnnremq nr Wd,ul Flood Inw,an¢Praprwn p ISLA:ND ZONE VE daa Mpdcaa+y,dnry a wra sdrOea la BOading paracuMdy nan keel SOE:\'D ZONE i ZONE% ZONE% MEQAL FLOOD AL OHO CEPL SUBECT TO NUV;n1.v n BY iNE lac ANNUAL ONNCE fLOCO O npe a-vices a anal wr< ire cpr•rrru•Ny map npoabry aro,n d ZONE X --... N rocs weed 1«po,vde W,erM«,eanrvW nom sure rmarrYlan JOINS FANEL o157 \ u>sooD Fr ` - �wN,,,.meraw�,.r nonaaa�nma,sera. 01 To - bd m«mron n areas wnem B, —E.— my IBFE FlDadw•y`dve l,aer,ererm,dd arse uage0 n 20NEVE5m r t 4 ��r. ��Ix NE me Rood a+ odwaY Dm vm,or Summry a Slalwra O•vr,ms , , \L�I M U T�.. Md wT n Ina Flme Inwrwl¢Study FIB r•pm InM xcrerrpare :�.z �' / aaa v eN ra Trr br a Ile.wlr+rrs ,NaM m awae Ins snows m dre,ard CgiNW`IELNI'SARE IN.FRM U BFE, Id FIRM p l'l OF mB¢RpY NvamdremM rounded wnae-coolewelmna Theae BFEs arc nlend0for noo0 nwran¢ CONCOENTWTH SHORELINE q •;\ ®Sp RPd Ee.Yve daeP'aM _ �, iv ntr>pw p,apaae.onM1 am anma rol d urd IN Ise wb source a floaE , iOrt.n Ft,a x�mr a O lea(.wwA am d mdm)r+a Mm m eeornum+n AcrxwdnpY 11ooc ebveron ere prerraed m me FIS ZONE% - ZON VE a'amr` rM vmr«wn aeo Rpodp Wn m+mryurrckon wnm eM FRM W purpose,a _ \ ..:V F.'. } - 1¢E Aq red amr'e d 1 m J v t.aaar WH"aO�ai,nl ror+qffi<pm Coaxal Bee Fl—Et•Yrl¢W rBFE.)Blown m vNs mac—1 mly r _ I zoN rR w m-Hase.mrmrar.o¢am rr ee lw ass e:aee ,e d 0 D'Vmn An,a un v rra DRM r INE N.VD a Ur-1. FIRM M. ¢aware Mar wary nod ebvaon re Ym rowaad n me % ,fL/-.'��: Ym�blre oar rvod,aan Jr,a mYararf®sae,iwe AF Summary a Sl MYe,EMvrod and TINR-DNM robe n me F and..I— ZONNE� slpdr•opal ror.I.,Pmm�nn Eewmd,sown n IK sanmery a B•Iwam zora.r ..... Ebr Mend Tlenrcl DM MW,,nadd d urd Iv mnruam r L aa'« r 4 `� Pnucm Ana+mvnrmn,ro 6a Hml MMaa Iodplrn roes pemcnl purinaes Mien mey ae Nprwr rlun Me YevEions Noun \ '••A �'• ZONE% mms FRM '.ZONE AE ! 3�..N SOIEv Cuss dws,n Aodrvn wx eM rots Rla E«•Idaras a P` E .".ware m=r Cdan rand——.—. NE•E 1 � '4 4 BaYum a�,nme m h DYreen as .aY, ne rbdw. 1 RF ya were nwNrm Pmgml. Y � — P,W ream to rcaarcmens o111a NmmY Fbm Fbodee 34n000 cT _. T ? ftOOOrwAV MEAS IN mEAE n warns end om ne..l Iodwry da a e pmndM n Ise Food nwra¢ •2 r 9YdyrcpadE �, romp ; .o) enm,..aeeaeM.,_�m.� m ;�� SOUTHOLD Crar.are Sperm)F ud Area ma r yrr- Dy Emddma- Ro.Nd rrueeu.sa RYr m Saaon 2 e'1—Praeala,Mw,ree'a me m swan¢SYmr r<pon b nb,ma•m--d mnba r,m•am Iw Ima "•" ti /'/I/1 OI HER NCOD AREAS pYlda+n .� ZONE AE n mrEx �` men I"�iee�a win sa 0% TIY prNman uaee n rlw Pepmeuon or ma map was New roe sere Rme ' - - °•' FIPSZCNE 311M Tne horaodr denim roe NAO 83.GRSBO anaad L 'F'11,1B TF OTFFR A.Al_ DNlercua in Oanm slAeroe Ianlm]on or$IYe ibne iota,mad in Me Produav,a FIRMS br.1-1 lu mey—U.m Q.Pdieoral wmdea�.�aJ n,reu bz a.,m dIM•reas,n map Nrurr irvs YnWa1Pn dundnr Tda•Mbr•rts1 do ablx Nms�nrhnn aNh On clareezq+an ZOrEp menemm>e uaaem>a brt oafDle ra aer me amaKY a m a cIRM Flom ebverd«Mm•P ,Yem¢dlolb Nmrn Amarer.Vemml Debm ?. Y C _ ® COASTAL BARRIER RE�V0.�5 SYSTEM(®f5)AREAS a 19a Tneae Iboa e v •roux ee mmparcd b wuau,e ane Ward OTIERWTiE RroiERED AREAS IOPAsI Yawlww,Mwenc•c le Barr vMkal mDa Fv n(¢mapm r<9>dmp _ ■ J n OeMMn meelNrone GedeK R.—D+Mm or IB19 antl me ; ' �� •ro Oa:se rPmYlM�rwn,a YumaYSpaa WeAHovwm, v� NOM Mnencan Wrdra D—pm r 0•Na—Geod—Survey mae AcOr+muss. over),al nbiM-aw np matl me N•IpnY):,dent Survey al -R e brb.rro tree,.. Er A r' NGSINamrbn SeMw --.. Tbmrvmuary NOAA.NNGSII NEYnYGedd<nc Curveti '.' 'ZONErAE "' d R � " PROTECT YOURSELF SSIAC 9.E9N11 I 1 ,� •••.••.......... r%evF.dr a S15 Ear Wen H ylwN rrom ad A rn awr SRwr sMr4.Merybd zm1aT Is1 I/I\f/N I/F)t/I E A �Y ova,ease gem.«ndtl rYaea.d R. IDotIT1132Ae PI/.\/) To robs arM Yevenm deaaOKn ma aebr aNlNper,nM mI O Ne•o•M c er am. BIII,r Bwrr—cn 7DNEVE mP,Da - F!me b m —1r(D1)lu a or �•��NTO•+� I.a arBar<�A+ea<.reaeem nee C]II m 6BI.O:-W.. s MI n.r Eerem vrm wme vam wmnrar.e.'m FOR STATE SIP 0FC DIRECT PHONE NUMBERS MST'.F/I/w.CAU.BI I.COM Eke—P.—,town on me.AiM ws Pwrer n r0M)Dora Dy me �` - r ON •Y•rrsbxwwn.rmysvam,Iapma)ea sC.LE' pPAWN Br. LxEO R. New rA Y Sre OR¢a CYnar$emNY aY CnKY Mratr,tlue CobrrMem 1 �� uorra¢en Nw wE \ E.r Tha domrnn wr arwd Iron aqM R—Ph"WI,y W—r a 1 o ba o ✓ 4 NE �g �i-----fT uMm ra.a�,amml•a AS SHOWN WAS JKM rcaarldn imm araapNcar a.Nd lWe. 1 - ` 9q ley. �------0 BI muper•d Imn4 nlomeaon Ins m•p,sllrb d de1a1•d ad _f G F B Tyrr B 05/I&13 EVISEDPE0.COMMENTS ICM fWS re Ynam clrmrY anflprabona artl IlmdpWn draratlon•INn •' I�J4 ZGN_E E ON'VE T•D>a5'ST>Y!a' �vgaFPa.ranlwavdnoe rom,wersruwn /l atnpaD 0).wawnHmmlee mole wv.T on IM DPIR FlRM Iv INS RV Ell— 1 In Aa a r•a1.ld Flrwd yV 7 DSN527 EVISED PE0.COMMENTS IRE IW$ Rbadmvan¢SNdy R•Derl I IwM1mme alMpdYM a,eRroq,M Rover In y( L 1 pY IMOrrYcdWrrreY i ONE% ',rr. �'1 '>F"H IomrrretrmwasN'.sa,e rase:.as relc,nz l8 roost Wearrimantl dra¢sror dfk Dom wrul,Ywwn onrM1a m•D AIK - r `. a By 1 WWW FT �ekr w,n:erw,wna SYe Wecase¢ 5 D1/13(13 LINT PEA COMMENTS / I RF WS me med 1p Iboap an rrramrxa b umeram a,eem, y dma M1am W,r ra e ;ZOHE tro x 'a tv.ML<rE drme.+maa:a.eaAradra Y,ananPr,nmm.m \ ♦:• Iarr o1ro3a3 CUNT canMENTS Icn Iws 1 } 0"",e �H�II�<V,ra1,a'nelve.m�s mmrr artm 4 12/14/22 CUNT COMMENTS WPK VIM T6 CC b W W b morn m da rre0 are Daa on IM¢r rote ewiabe at tle 1'# ap.blwim Beu,r amngr d¢balnmamre«a.-amwaanmD max wy -i ' �• •M r..ra 3 06ro/22 CIEaTCOMMENis WPK IWS 11w.e¢oned rbrlM1arrepova pmrlyd mvp uaas Mpde mnW pproprlre , Y C TONE-VE mmunry dncreb user vrraa rnporele lme briem, Q vl.' - RarrN lrpaExb Tav m - paAYw RaP�ramr�� /12 LIENTCOMMENTS )CM IWS 2 $/10 %ear NA"w me NKMISMY palm Ma Ir•a la an overy ew map snwlnq '`� an ppr,T Ca AI 04roS/21 CUENT COMMENTS )CM IWS me laput a map parNe br Ise uddr¢m } T �f1d001WJ �R.,t W.P E ZONE E Np) WA D 1 12/z3/21 "%D PER CO 11— )CM IWs IalY aea nWDaWArlraAqwde):ovaw llm¢rsLT AaTMImWsadAae,,.b mrblppe aeor aabr ew cbe nss.ro•rd mwMn e.Ud ueMmarpWe ap DAlmiym elYenma w mUstmm.e en aNli rn a wMvE or ddz r«mar4.aWam aamre<auAnuc tlwrmqA 'j. �1 E�" �,y ZONE VE -ZON E NE% '- , _E N OE ssN.mn"arYe Dzu,ez-maFwFaFi,muoT uLE,.Mn,wate.E.a~S.r daaY.amrEaw"VYrrSma,wO.wirmr5r.aTr�Oerm..5.A..awdr raFl,ai s"oraw�mrmmrae pr REVI DATE I DESCRIPTION Ka r.IEA 2 lone. _ -..0 Maaaramamma raerrna war arnyraaeppas.ar,�n c—me I—Mep SKY.C•rr r 1-0W l58%161«ao,nmm on �BOOO FT EAE V }<e OF NElyr ft--prpdmd•.—d wan m.FIRM A-Mil.proY,aa may rMWa yt e_gN.Y K wYy rruN LYbn or Ma Clmpe.a Fbd Inwran¢SIN,,repro.ardor '04E AE Qa- ooim-velmo n 1 �w mPimai.— . rr.ga"�"r' Y.o x reared 1 S(1(/Ti(•'/nl/ om r d aerr«1b04mw�t o "n�w I— T", w If y¢neve RueEon•abdu NK mp.,'uarma mnvninq ld—1 Flmd Inwm¢-- m genr+r pease— .11—A MAP I1-BT1d361 M b MAP WALK 1'-MO' -1-FEMA—MrNBm/rwwwr.naa ,wnla. LOCATION OF PROPOSED WORK T zDNE•vE ,-=r �fo"oss�'iEa� _ COASTAL BARRIER RESOURCES SYSTEM CBRS LEGEND \a vE ♦ i1 "' �r aw. ssloR}� E 1-1-11IG CBRS Ana ZONE .+ sw • a - N D PANEL IM59H r �)EREMi'K McKEON NsuRAN¢MT AVNIAeLE For+sTRucTUREs NEwlr BOAT or+ .Y N NEW YORK LICENSED PROFESSIONAL B—TTILLT IMPROLEDONORAFTEROCTOBER11 a3.INDERGNATEO Y • - FIRM ENGINEER-LICENSE NUMBER 09S374-1 c _ FLOOD INSURANCE RATE MAP M-16NNOONIEARN, _ 0 IT IS A VIOLATION OF LAW FOR ANY PERSON. ROmINRSIIRANCE NDT AVNLABtf FOR STRUCTURES NEWLr BOAT OP w4 ON_ A e IDr SUFFOLI(COUNTY.NEWYORK UNLESS THEY ME ACTING UNDER THE DIRECTION SUESTANTMNLYIMPRO,FEONMAFTERMYEAHRIE.IM IN ,•I OF ME RESPONSIBLE LICENSED PROFESSIONAL OESUJPTED OR.ARFA9 rwgw TO f �MO�.�� Wr (ALL JURISDICTIONS) /t-f-1M10tl—PIN,Prams Are(ORA) R tEF S n CONTAINS'. ENGINEER,TO ALTER THIS DOCUMENT From NS1IRANOE NOT AVNueIS FOR STRLCTURESNEAYYBUETOR �N:E 61WI19 SITE INFORMATION: SU89TANTWly IMPRCVEDON OR AFTER MNEAEER le 1.1 IN ■•�E, ♦M M MARJ TE DESDM1FDrIPAa YATNN THE CHtS Z �� COMMON SITE NO:AlAER1Jl/N laAAAUleA: SHELTER ISLAND, 3SOSOB —n —CBRSArr : s i TOM OF F OOD I—RANfF NOT AVNLAB.F FORSTRIICTUiFS WMY BUlTOR 4 SOUTHOLDr TOWN OF •ASIM13 61405 MAIN ROAD SUEBAN ALLYIMpRFJVE DUN OR AFTEP—NBRIB.IWJ IN a 11kNCl:ra kU.YNGANkAS. a - 11 U19]B DBRMW Parepr AM IDPA1 ONE VE' \ ONE E + ;w>o•Bra m SMOLK COUNTY SIDUMOLD,NY 1 OOBY6URAN(k wrlABl£CN BIHUCIWES NkwIY BMRI OR cc--,w]] — R1105 YIMPF—ONBt AFTERNTEMBER1S.—1. L'`a .• - _S3.ATED YM.—FEE lERS m D41»T nI1BAra PANEL 159 0�1026 RTE TYPE: INRURAMO15.iAZAuSFFORSTRU;TURESNEVAYBUaTOR v MAP SUFFIXa.I F- D9aA:iom1'ARF�ws°oNrpiAFTER£Bala+,'z.ImzlN gInI •' .,p...asawawm 150'-0"CONCEALMENT POLE ICMeOI Bra JOM X.Fnrae Coer•I BarrrRrmrtr BYEM rJ �aolYar+a rq MaYmeMss M�a ICBRBIEM shown on rob FIRM were tnabnea rmm rd aflcbl LBR3 ZONE �o,aa ua�mnm CO—0 X11T,ALMtlITi ENCINtERINU P,C.,U.t'ALL •m.ply w<nb.R•ua.m a.PYIr pn rob RRM l« YE MAP NUMBER wclTls RESERVED C_4.«nl Rapnsn dy Tdallar CB1S,dP+rc+naaad Dy -a 5 TMreI M AM USE —I1—M.PONRCENTNRNED HERERJ 15 Congas r'u IM1e CorMl yrar R•aa«u,4t a+mw,ddL ,and SD DF, ^4m YY By NE 'MIW M _y _- m.Nro•rr Dy m.u.s.FIaN era wNaNb s•rrk.lewsl.m•anar _ 36103C0159H waax wA o r s cEw Eo rs rF/,� CBRS rmm uar rodrannln•wMtdr«naaanab bcaW MTn AU DRAwNG_Y NOT BE COPm REUSE➢05CL05£D ,Ll ryl��r _—_-- _ — IC'•.E =ss'm f0 s .` s1RI�1ED RELIED UPM FW.1 DTNE,PUmoY ma FBRSMava rda brdmmbr al NEpJM'Ww lwJppy Fern ar gJar - JOINSPANELDIET r > oFRrr ar.man.<bnarwlrtlrr«roles r..b¢rM wnm m. '1E� MAP REVISED. Wnr TIE EEP--i1FP Cc�Nra.nuDlu dofTfli eBRs«roraywmlYdr.q.mmpmcBRspbaec«naR.Fws nxzr SEPTEMBER25.2009 SLEETTITLE: "-- -'`0 ^^ flMe ollbe blNa artsrl6311 T6tept Nrdrr•I I.mrr%rms\Ianal;rmrnl\¢enc, 2007 FLOOD INSURANCE RATE MAP O N SHEET NUNBER. r/ p m 1 2007FLOODINSURANCERATEMAP DaAnnO ,� 4 0 4 BSLALE:I/Y-I'4rFORl2'�PDRAWINGS Z-1S �Pin �L:ALE:1/8+-1'Oe FDR I15r17'DAAWONGS a • SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. r ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FIE DRIVE SOUTHOLD, NY 11971 LiTTLETON, CO 80120 d s TOWER OWNER. ELITE TOWERS L.P. TOWER TYPE, CONCEALMENT POLE E S. DURKEE E EE, NY 11772 W T,LLC TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON (516) 410-8730 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRONOELITE-TOWERS.COM LITTLETON, CO 80120 THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SiTE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE wreless.r. LLC THE PROTECT GENERALLY CONSISTS OF THE FOLLOWING: 90 E FRALSEY ROAD. SUITE 104 TOWER SCOPE OF WORK- LATITUDE (HAD 83): 41.076046 PARSIPPANY; NJ 07054 e • INSTALL(3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL(3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE (HAD 83): -72.406043' SITE ACQUISITION: CENTERLINE • INSTALL PROPOSED JUMPERS • INSTALL(12) PROPOSED 7/8-COAX CABLES (4 PER SECTOR)AND (1) RET CABLE LORNA MUND DISH Wireless LLC L.L.C. SITE ID: INSTALL(6) PROPOSED DIPLIXERS ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 GROUND SCOPE OF WORK, AZIMUTH NYNYCO2239A • INSTALL(6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M-11 - MARINE 11 CONSTRUCTION MANAGER: MLADEN ZAIMOV ENGINEERING P.C. • INSTALL(1) PROPOSED OVER VOLTAGE PROTECTION DEVICE(OVP) (201)496-9271 • INSTALL(6 PROPOSED DIPLEKERS SECTION/BLOCK/LOT: 58.00/3 / 15 • INSTALL(1 PROPOSED METAL PLATFORM 90 E. HALSEY ROAD, SUITE 104 • INSTALL(1) PROPOSED WORK LIGHT RF ENGINEER. IMA)MEMON PARSIPPANY, NJ 07054 • INSTALL(1) PROPOSED ICE BRIDGE OFFICE (303)708-4019 DISH Wireless LLC L.L.C. SITE ADDRESS: INSTALL(1) PROPOSED PPC CABINET INSTALL(1) PROPOSED EQUIPMENT CABINET M POWER COMPANY: PSE�G/ LIPA MOBILE (55,)204- 83 • 61405 MAIN ROAD, ROUTE 25 • INSTALL(1) PROPOSED POWER CONDUIT • INSTALL(1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VQtIZON • INSTALL(1) PROPOSED TELCD-FIBER BOX tg OF NEW • INSTALL(1) PROPOSED GPS UNIT Y KMGOA. SOUTHOLD NY 11971 • INSTALL(1) PROPOSED SAFETY SWITCH (IF REQUIRED) FDA MAP BASE FLOOD 8'AMSL � oy • INSTALL(1) PROPOSED FIBER HID (IF REQUIRED) ELEVATION: INSTAL(1) PROPOSED METER SOCKET • INSTALLCl_)_PROPOSED H-FRAME FAAA GROUND 5'AMSL 3 APPLICABLE BUILDING CODES AND STANDARDS ELEVATION: SITE PHOTO EQUIPMENT ELEVATION: 3'ABOVE GROUND pq Ds531`1�a�� ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT °FESSIDEDITIONS OF THE MA THESE PLANS IS 700 FOLLOWING CONSTRUED TO PER ADOPTEDWORK OTBY THE LOCAL GOVERNING AUTHORITIES.ELATEST �NOTHING F N f THE FOLLOWING CODES. DIRECTIONS_ r�� ER&M K McKEON 1.2020 BUILDING CODE OF NEW YORK STATE � NEW YORK LICENSED PROFESSIONAL 2.2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: �; ENGINEER- LICENSE NUMBER:095374-1 Depart and head toward Adp Blvd/Tum loft onto Adp Blvd/Tum righ onto Choctaw Way/rum right onto 3.2020 FIRE CODE OF NYS j Livingston Ave/ County Hwy-527/Take the romp on the right and low signs for 1-280 East/Take the IT IS A VIOLATION OF LAW FOR ANY PERSON, 4.2020 PLUMBING CODE OF NYS romp on the left for 1-95 N / New Jersey Tpke N/Take the romp the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION f Palisades Park/The Ridga6elds/Keep straight to get onto romp left to get onto mmp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER. 5.2020 MECHANICAL CODE OF NYS to get onto US-48 E/ US Highway 46/Keep straight to get onto.U -1 N / US-46 E/ US-9 N/ US TO ALTER THIS DOCUMENT. Highway 46/Take the romp on the left for 1-95 North / US-1 Nd /US-9 North and head toward G 6.2020 FUEL GAS CODE OF NYS Washington Bridge/Entering New York/At Exit 6B, bear right onto i-2 5 S/ Crop Bronx Expy E toward DRAWN BY: CHECKED BY:APPROVED BY: Throge Neck Br/ 1-295 South/At Exit 8, head on the ramp right a d follow signs for Cross Is Pkwy S 7.2020 ENERGY CONSERVATION CODE OF NYS At Flit 30E, head right on the romp for 1-495 East toward Easteln ng la/Keep left to got JRF JWS JKM onto/ramp/Merge onto 1-495 E/ Long Island Expy E/A Exit 73, h d left on the romp for County Hwy-58 B.NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE toward GreerLport/Orient/Keep straight to get onto ramp/Merge oo-, Old Country Rd/At the roundabout, RFDS REV #: 3 TO B E PROVIDED take the 2nd exit/Continue on NY-25/ Main Rd/Pass Harbes Famte Jameoport in 3.0 mi/Tum left onto 9.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE Wickham Ave/rum right onto County Route 48/Road name changes to County Road 48/Tum right onto Horton@ Ln, then immediatey turn left onto NY-25 / Main Rd/Arrive at NY-25/ Main Rd CONSTRUCTION SHEET INDEX DOCUMENTS VICINITY MAP SUBMITTALS SHEET NO. SHEET TITLE REV DATE DESCRIPTION T-1 TITLE SHEET 0 09-20-21 mvNs FOR PmNIT 1 11-05-21 ISSUED FOR PERWr A-,A OVERALL SITE PLAN -' •+ 'r`r`.. <3� 2 11-70-21 6SIIED FOR PEAS@T A-1B BULK REQUIREMENTS '°` 3 ora-22 CLIENT COMMENTS A-IC COMPOUND PLAN o�.n*"�" 4 05-10-22 CLIENT Co1@OOS A-2 ELEVATION.ANTENNA LAYOUT AND SCHEDULE >.` -'� s 0e-01-22 CLIENT COMMENTS A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS Isar o - � _ „i' a 1 01/03/23 1 CLIENT Common A-4 EQUIPMENT DETAILS - 1 UNDERGROUND SERVICE ALERT-NEW YORK 811 -F SITE LOCATION m/n/aa 1 atOMr 001@IENIS A-5 EQUIPMENT DETAILS - 2 UTILITY NOTIFICATION CENTER OF NEW YORK on ;,K�' ten, w - A&E PROJECT NUMBER A-8 EQUIPMENT DETAILS - 3 (800)272-4480 tea'' `i: `\� �� NYNYCO2239A A-7 EQUIPMENT DETAILS - 4 WWW.NEWYORK-811.COM , DISH WIRELESS PROJECT INFORMATION CALL 2 WORKING DAYS UMm'No1F1G110N PR10R To CONMRUCnON e. U-'-•.re1/ .. :!'e` NYNYCO2239A E-2 E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES d n _•e'iM j l ELECTRICAL DETAILS AND RISER DIAGRAM 61405 MAIN ROAD, ROUTE 25 E-3 ELECTRICAL ONE-LINE, FAULT CALCS PANEL SCHEDULE p,r y,Qia' '01 � SOUTHOLD, NY 11971 GENERAL NOTES G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED i G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON a !� G-3 GROUNDING DETAILS DRAINAGE NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL a"' i) SHEET TITLE SIGWIGE IS PROPOSED. P�. �,.• ?i;` p TITLE SHEET RF-1 RF CABLE COLOR CODE 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED o� » SHEET NUMBER GN-1 LEGEND AND ABBREVIATIONS GN-2 GENERAL NOTES CONTRACTOR SWILL VERIFY ALL PLANS, IXISTNG DIMENSIONS.AND CONDITIONS ON i T-1 GN-3 GENERAL NOTES THE JOB SiTE,AND SHALL 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 r FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB d.*.sh ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTURE AND ► ► y r I GEOLOGY,P.C.,ON MARCH 22,2023. ,LLC 5701 SOUTH , CO FE DRIVE BOTrO _ ►_! __-�M OF�p W �c - , LI1TLEfON CO 80120 W JOS lhyE � * PROPOSED 70•-0•x 35'-0• �r - �-_ o EQUIPMENT COMPOUND (SEE SHEETgz- / 27 g_i 000, $ _ . BOT. Sg 47 TF6.14 E 3 s" 8-.`6 _ -�.-� AZIMUTH 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTY f 3-- 6 - _ _-__�_ ENGINEERING P.C. 4.6 80'-0 t / 4 PVC :� � _` _'-__ ___ �.�._A3' �.--- J 90 E. HALSEY ROAD, SUITE 104 TO NICE N O9 COMPOUND , �.'-3.4 ;I��- PARSIPPANY, NJ 07054 4.7 TO EALRIENT 4.4 4.3 = N �. N 4.5 r I 3.5 _®MON. Oy � ' N 4.5 1 � 4. 4.4 .�, 1 , e ► i n z 1 LIMITS OF NYSDEC FRESHWATER 0 o z 4.6 FF4.58 WETLAND 100 FOOT ADJACENT �A► • ^ao�°0 oss3�`�° N m ; I - - � f AREA AND TOWN OF SOUTHOLD Y y 2 pEssloN� 8E I �� _ L1 �� WETLAND JURISDICTIONALAREA R MY K McKEON m �7'-�f•�� /7711�� -�D NEW YORK LICENSED PROFESSIONAL 0 4'7 / TO FENCE CQM N0 ' J - ENGINEER-LICENSE NUMBER:0953741 I z .70 CID�r8.r8�-�G�f I ` IT IS A VIOLATION OF LAW FOR ANY PERSON, ENT PO(E y CD UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED AL U ` CENSED PROFESSION ENGINEER, GRAVEL / I TO ALTER THIS DOCUMENT. L� S HIGH 1 STORY \/ On Z TF4.56 I * METAL BUILDING/ DRAWN BY: CHECKED BY:APPROVED BY: I 4.7 w / * R 43 o cl)Q cl _ 4.1 1 JRF JWS JKM / O 44 4.3 it -i ; RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER 12 WETLAND 100 FOOT ADJACENT CD¢ ' CONSTRUCTION AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA 4'0 �_� ; DOCUMENTS 4.4 Ld/ SUBMITTALS / O.H.D. REV DATE DESCRIPTION i SN , V, ^< .-, 6 ---------- M I 4.25 ----- - I FF4.3 GF4.64 M w , O 00-2D-71 ISSUED FOR PEIMU E�y -,7' SiT L •GI-L i 4.44 PENT. - ` A � N I 2 11�21 �FOR PFSIIYF E� 4.21 M I a 0w4-2e aasFF ooxls _ (n 4 05-10-22 CUDIT rnMMotls p; A 11 G 31 2023 CONC.-_ -_ , ,,- r� NkPH. a oe-o,-rl aa CO+r ca.oas q 3.78 \ ♦ e 0,/03/23 cuENT I�EMS TF3.7�1- `7.92 - ♦ 7 05/17/23 CUW COMMENTS ♦ 1 , A&E PROJECT NUMBER � NYNYCO2239A Ci TRJS_-bY es fees .�.V.@.. b 4.D3-____ 3.88_---_ q E.A. 3. �` L.A.'' TF3.50 3.5� ' Y Y 2 S47'26'27"W 200.00' , 1 - - - DISH WIRELESS PROJECT INFORMATION 4.33 (S58'31'00"W) 4.26 DYL 4.10- -- 3.96 3.98 acL -as NYNYCO2239A FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB 1 61405 MAIN ROAD, ROUTE 25 ENGINEERING,SURVEYING, MAIN p� 1 SOUTHOLD, NY 11971 LANDSCAPE ARCHITECTURE AND ly1 A l l�! ROAD ( ) 1 GEOLOGY,P.C.,ON MARCH22,2023. N.Y.S. RTE. 25 1 � 1 SHEET TITLE 1 OVERALL SITE PLAN ► ► �� W3 ► ► ' % SHEET NUMBER • / A-1 A O so' 30' o 120 OVERALL SITE PLAN 1 1'=so- DISH WUylaw LLC.TEMPLATE VERSION 34 - 06/11/2021 REQUIREMENTS OF CHAPTER 280.70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS CONPLES VMORSECTON 0)(E)AS SITE B ZOREDR56 dish 280,70 D.(1) LOCATION OF WIRELESS FACLTDES FURTHER REVIEW OF PRIORITY RA NG PROVIDED AS PARTOFAPPUCATONSUBMSSDµ 2 70 E. Gl7YEDRI OR LATDCE ATENNSIPPORTSTRIgTRES ARE PROHBREO C0`VPES 28470 F. NNTENA SUPPORTSTCTURES SHALNDTBE LOCATED INTHE FOLLOWNGAREASWITOUTAPERMT FRRA ALL,ARSOgTIONN.AGENLTES: IBD70F 1 WETLANDSM&ADFRESHWATER. COhPUES 2BbT1 F.C4 LAMABOVE FKiR GROUNDWATERAYT118R10FEETOFTESURF COMNES WkOk=.LLC 260.T0 F.OI LANDS PURCHS ED LVRR CQAMNTY PRESERVATION FUNDS COMNES 2 70F.J COASTAL EROSION WIZMD AREAS. COMNES 25670 F. DESIG:JATED PMKUAC COMNEB FALLZOFES.MANIENNASUPPORTSTRUCTREMJS LMEMMEASMROLAIDN.q MT T6F EOF 5701 SOUTH SANTA FE DRIVE OTHERSTR(DTIRESANDMEANWHEREPEOPLECONLREGATE,EXCEPTTHEBASEEOUPR -,WRNA RADWEQWLTOADBTACEOFTWOT Sh FEICl?OFTIESTRLCTIRE.ASNAILERFAYL20WWYBEREST LITTLETON, CO 80120 ALOW FStIPPORTEDBYAREPORTSLEMTIEDBYAOIWFEDSTRUCRRALENGWER.TEE TRUCTLENE PROPERTY, FRMN REPORT 280-70 G. STRUCTURAL ENGNEER'S REPORT SHALL BE SMNTTED TO AND RENEWED BY THE PVMPD BOARD MD STRUCTURE PART OFAT:BTRLCTSUBMSKA CORROBOMTEDBYMMEPEW WCONSLLTANTHREOBYTLETOWNTINTDEMJNST MSTFATA PROVIDED AS PART OFAPPLICATgN SUBMSSgN SMOLIERFAU.ZOIEBAPPROPRATEAMISAFE THE FAIL ZONE OF MANTENOLSUPPORTSTRUCTUtE MUST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE.AND MSTBE CIEM OFALL STRUCTURES EXCEPTTHE BASE STATION EQUPNE W. ^ 280-701 NJTEN3ASUAPORTSTRUC'RRtES WTEU,UO.M.".B,AND NB IDMJG DISTRICTS PRE SUB.ECTTO 7HE FOLLOWING RESTRCTIONS: 280.701.(1) NMNLM LOTSVE:INACCOREMCE WITH THE BULK SCHEDULE FOR EACHZONE. EXBIttq NONCEASTINT:MBWB,,346SF Ste:®,fIOD SFDETNG W 4U LO PROPOSEDNDNOPOLE IEK3R:1574r 2 701.(2) MA%PuN.M HEIGHT:M FEET. VARPNCE OR WARIER REQUIRED ? 70L(3) WBAWDSTAO OFALLWRELESSEOUPNEWTOADACEWRESDEN]NLPROPERTYLNESORSTREETS g�TOADyCEWPROPERTYIB(E AZIMUTH SWILL BE NO LESS THAN 500 FEET. SITE DESIGN STANDARDS.ALL WRELESS FACNTES,NCLUDNG CPUOCATCNS,SHALL L BE THE LEAST VSUALLY E N G I N E E FL I N G P.C. 2 mm OBTRUSNE DESIGNPO55®1.ETFWTNSOPERMTSTHEAPPUCANTTOACHEVEITSSER EMMS.MO T OD,TEFOLLOWPJGDESX STANDARD.SSHALLAPPLYTOALWRELESSCCM.M1RJ WNFACLDES PETALLED OR CONSTRUCTED PUtSUWT TO THE TERNS OF THIS CFLWTER 90 E. HALSEY ROAD, SUITE 104 SETBACKS.AMENASIWPORTSTRUCTLRESANDEQU WFACWTESSHWLADNEREMTHESETWCKS PARSIPPANY, NJ 07054 2 mµ(1) FOR PRNCPA WES INTHE BULK SCHEDULE APPLICABLE TO THE ZONE INWHCH THE STRUCTURES ARE (REFER TOBW(REQLTR 1�IA) CWRT ONSFEET0. LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE INT1E CHAPTER SIGNS.SIGNS SHWL NOT BE PERJARED ON FAICIUIES EXCEPT MR SIGNS DBPLAYNG CONTACT INFORMATION MDSAFETYNSTRUCT .WHCHAREREOURED SAFT:TYSIGNSSNWLLBENACCORDANCEWTiHA CM SNE NFORAATIONSIGNNA RFSAFEttSIGNS TORE 2MM N.(2) NATIONAL STANDARDS ISTITUTE(AMD STANDARDS FOR RADO FREQUENCY RADIATON WARNING SIGNS' INSTALLED ON EXTERIOR OF COVPOLND FENCE CONTACT SIGNS SHALL DENTFYALL SERVICE PROVIDERS LOCATED ON THE FACLRYAND SHALL NCUIDE WRM1W.MDEAER WYCOWACTWORNYITONFOREACH.SUCH SDNSSHNLNJTEXCEEDRVESOUARE COhPUES tE OF NE{yyq� FEET INSURFACE AREA 9AP4}1Y KAf BASESTATON EOUPWWSHELMR.TH:BASESTATIONEQUPMEWSHELTERSFW LSECOKSTRUC VITI N AFNSHSBLNRM7MTOFA EWSTRLX:TLRESONTHEPROMRWY DMGRATEDONTOTHE # ARCHTECTURA.ST`AE.NIYNEWLYCOtbTRUCTEDB EEQLP WSHELTERSH BELO MDN NOSHE THIS ME BE TR ERY A7CORONOE WRHTIE MNAlA FEICi1TAD YARD REQUREhEWS OF THE ID�DSIRCTMPLgABIE TO r BULK REQUIREMENTS FOR ZONE M-II (MARINE II) �°�N°) THE SITE.AND UP TO TVJO ADMCENT OFFSTREET PARIORD SPICES NAY BE PROVIDED FOR SERVICE PROFOSEDTLSWLL6REPRO TO COtSDERATON UPON FUME PROPOSAS A` VEHCES.roTW(fHSTANDNGTE FOREGOING,BASE EOUPFEW R(JATEDTO NTERgRAOLNTED WRELESS FACUMS SKkL BE LOCATEDNMAREATHATSSATB fFACTORYTOTEPL BOARDLIPON COHSDERATDN OF NPACTS ONAD.CENT PROPERTIES AND V-9M VSWL LWACTS. gONTSSIONI`A' BASE EQLPIVEW IA"D^+CAPPIG.ASCREEN OF EVERGREEN TREES SHILL BE PLANTED OUTSIDE THE FENCE DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS OF THE BASEEOTIES AN THE ORS RIGHTOPROVIR OTHER VANTAGE OR ADCEOSRAD ADJOINING OF THE ASEPERTESNTARE ORSHLTERTOPROYOR AVZUALMEENORBUFFER FOR RA TOTE EVERGREENSCREENRRG TO BE PLANTED MOIPD 2B0.10µ(JI PLELD.t1ESCREENSMNL COtSTOMd DAI YSCREENM ERGREENSHRUffi ANC TREE .T QUEE3 FACLRTY ; RUM,. K MCICEON MINIMUM LOT DIMENSIONS SUFFCEWDENSRY/VDHEX3RTTOM.EOWTELYSCREENT LODES EOLPREWFROMVIEW.REOLBRED FRONT YMOSEAPINGSRLL BEGULBEWCSCAPWD ANE BYTHEAIBS AD TREES.SIUFEOFITYOF COMPLIES NEW YORK LICENSED PROFESSIONAL AREA 160,000 SQ FT• 41,346 SO FT NO CHANGE NON-COMPLIANT" THE WCSCAPNASHAL BE(aTNRANTEED ANDMNBBTANEO BYIHE APPLCMTFOR TIE UFEOFTIE WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES �TAUAT ENGINEER-LICENSE NUMBER:095374-1 DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SRE LY,NRMD.T}E 11"iMW PERNRlED 51ULL.L BE THE MMAfARE0URE0 TO PROTECTTE PIHLC ALL UCKTS TO BE REFLECTED WEUAE.FACLRES SREDQ EMTNGDEWLOPEDSREBSNALLBENCORPORATEDOTTOT MHTM ppWµ,VMDS.OL.LGHTTO BE BLOCLO:O MINIMUM YARDS 35 FEET ±29.4 FEET 174'3 (TOWER) COMPLIES 28a7nw(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL ME FULLYSHELDED FIXTURES SoTHATTHE LIGHT BY PROPOSED EVERGREEN SCREEN IT IS A VIOLATION OF UAW FOR ANY PERSON, FRONT SOURCEBNOTVLSBLEFROMBEYONDTHEPROPERWY .MCNOLK3RBREFLECMDMSMW UNLESS THEY ARE ACTING UNDER THE DIRECTION TOWMDSTNESKY,EXCEPTNTHECASEOFSTRUCTMESREOUREDTOFOLLOWFMGUDELNESFOR COWS OF A LICENSED PROFESSIONAL ENGINEER, MINIMUM YARDS SAFETYUGnIJD TO ALTER THIS DOCUMENT. SIDE 25 FEET 40.7 FEET 86't (TOWER) COMPLIES REAR 25 FEET 61.9 FEET 30'f (TOWER) COMPLIES STANDARDSWIRESFADDIIES. THE srMDPR M.S xAVADTESTWD LYOg28OMDESN,All WOSSESS FPCNTES.VNUAPD CPLOCATDNTOXHBEMSE0.5TESU .OBTRUSNEDESDN DRAWN BY: CHECKED BY•APPROVED BY: BOTH SIDES $0 FEET 102.6 FEET 199'f (TOWER) COMPLIES 2RGrzA POSSE IHANA ANDERSSFT LAPR.CIWTTO REVER55ERVCEt�EEDS.TO THAT EN ALLE (1)TWOUGt1(q 0.5 WELLAS(S)ARE NATAPPUCJSIE FOILOWND DESIGN STPNCARDS SF44LLARPLYTO Al WRELESS COMNNCATgN FPCLffES NSTALLEp OR MINIMUM YARDS CONSTRLCTEDTHATREOIRRESITEPUWAPPRDVAI: JRF JWS JKM SIDE 25 FEET 40.7 FEET 47't (COMPOUND) COMPLIES REAR 25 FEET 61.9 FEET 8't COMPOUND NON-COMPLIANT CONL&TIPgN PROVIDERS RDESI DESIGNED THAT CAN ERETF FED TO PROVIDE FOR C0IDCJLTON BY (COMPOUND)) 2EA72A(5) MLTQ'LEPROVIDERSOROESKaYPROVOEATTETCMBERETROFITTEDTOACCOMADATEM.4TPLE COM1PLIEG RFDS REV #: 3 BOTH SIDES 50 FEET 102.6 FEET 127't (COMPOUND) COMPLIES PRowEIRs wFEaEVER vossBLE. SCOF IA`DSCAPESANDVISITS.ALLAJTENTREESORTSTRLCiI WELCOMENO DBYAALED INSIDE LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES OFE OFIDESORSCREENEDBYEIBSTNg7REESORBIIlBMINSMSTBESIRROLADEDBYAPLANTED StiEroTLCCAIELTwSCENCwTA CONSTRUCTION 268T2A U6) SUFFAORSCEM E S CROWTHMA FEESLPPORENCROTURETNTB LOCDT THEWIASCENC $.8% (NEW) ViSTAOR SCENCIANIDSCAPE OR WITHIN 300 FEETOFASCENC ROAO,/S DESIGNATFEETOFETOWN.BWiLL CONPLES MAXIMUM LOT COVERAGE 30% 26.2% 32% TOTAL NON-COMPLIANT•' NOT BETAIERTWJtOFEETTIOtLO 3SIFEERTOfTREESWRWSENCESOF300FEETOFTIffPROPOSED DOCUMENTS LOCATIONL OR 35 FEET MNOMMNTHE ABSENCE OFTREES. • - THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE COLOR ANTENWSUPPORTSTRUCTIRESNT MRMOFADNOPd SOROTERTOWERSSHCLLERLER SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BEBLUE/ YNMLORORBEWLOREDA MOMATE TECONIEXTOFT STRUCTLNESLOCATON SUBMITTALS Mil ZONE REQUIRES 80,000 SQ FT PER USE SOTHATTH MT RBASUJOBMLISMEISPOSSBLE,LNESSOTHERWBERMMEDBYTEFEDERPL T mA(7) AVIATION PDMNSTRATDN(FN).FAWRELESSCOMANCATION FACILITY 0 NSTAULEDONASTRMT7E PA NTED REV DATE DESCRIPTION OTHER THAN AOWWER.TIE ANTEHRAA D SUPPORTING ELECTRCAI.MID M:CWWCN.EOUPAEW MIST BE '• - VARIANCE REQUIRED OFANEUTRALCOLORTHATSDEN7CALTOORCLOSELV CONPATELE WITH THE COLORS OF THE D 09-2I-21 BMW FOR PFTOR SUPMRTNGSTRICTURESOASTOANAKETHEMTEHLUADREL MDEOUPA MMSUWLYUROBTRWrNE AS POSSIBLE 1 11-45-21 ISSUED FOR PEAR 2 11 70-21 ISSUED FOR PERMIT ANTENNASUPPORTSTRUCTRES NOR MLCENT TO RESDENNL ZONES WNERETHESITEFROMSEDFOR MMTTENASLRPORTSMLICTREMLOCATEDWLMNARESDEWW.ZONEORw O5 ORMORE 3 0-04-22 SLUR COIIFNB PROPERTY UES ABUTTPD OR ONTHE OPPOSITE SIDE OFASTREETFROMA RESDEN TIALZDNE OR WE PERMTTED INARESDENTALZONE,NOANTENNASUIPMRTSTRUCTRES MAYBE COtSTRLCTETI UNLESS 4 05-10-22 CUDIT OOIIOIIS ADEQUATELYSCREENEDFROMIAEYYOF TFgSE RESDENTALZOMS BY EASTIM BUILDINGS OR LARGE TREES,NCUDwGEVERGREENS.THE STRUCTURE NAYPROTRUDE NOWRE THAN 10 FEETASC)W S 06-01-22 CLIENT COHIENTS SMEENNGBLNDNGSN RTREES.NMEAASENCEOFMADEOUATEMRAWEMWOFEASTPGLARGE I 01�m hs CI�MP COIIEIAS TREES OR BUBD M M PROVIDE EFFECTNE SCRUtM TFE MEOW OF THE PROPOSED STRUCTURE MAY I wAW BE NO MJRE THM35 FEET.MD THE BASE EQUPFEW MST BE BORED N M UDERGROUD VAULT.TWO Ma 2D72A 0 M) ROWS OF EVERGREENTREES STBE PLANTED ENCIRCLING THE STRUCTURE,ONE ROWATA DISTANCE TWO ROWS OF EVERGREENTREES TO BE PROVDM 7 05/17/0 MW CONTENTS FROMTHESTRMTLREOF5,OFTEHEKJRTOFTHESTRUCTURE,MDTEOMERAT9 GFTHEWf REUEFSOMHTASTOHEIGHTASNEEDED. OF THE STRUCTRFE.TRAlSPLAMED TREE SSITYLHWVEANWBANICAPEROFTHREEMMS,SPACEOW AIRE PROJECT NUMBER FEETON CENTER.THE TREES MJSTMW M EXPECTED HfJGHTAT MATRRYOFAT LEAST 10 FEETLESG THWR THE HEGW DF TFE STRUCTURE TO BE SCREENED.SMNIER EVERGREEN SHRUBS MST BE USEDTO FUN N YNYCO2239 A THE GAPS N BETWEEN FOR SCREENING DURRNG THE THE THE TREES ME FLLUM INAHD MATIRNG THE DISH WIRELESS PROJECT INFORMATION SrMCOBOARDMAYVAY AF SHTIEWXOFWREENESANDSHRUBSTO/CCOM.DDRMOEICNC L- { GRE CONDI710NS,AD ACCQ,ABHTHE GOA OF SCREEIBq TFE FKIRYFRa+iVEW OF RESDEMiA LPENSURET T PLMTUGSSLRWVEFRANCMEENME➢l�TrEO ROSGourT�E ALL iEDEQo�FEnro NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 2 ALp 74 C.4 PDJACENTLAD USES AND HN STRUCTURES A ENiNGWT FEET. 35T-WTONEMESTRESDENfIW.PROPERTY -1) SOUTHOLD, NY 11971 ti �41 I P 280.74 C. THE LOCATION IN LATTNDE AND LONOTTLICE,TYPE AND HEK*R OF THE WIRELESS COVIYNICATON FACILITY. (SEESHEETT LUL!J� -' OREA LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACLITY,WRH THE NJrBER,TYPE.HEIGHT, NA 11 ,mil 286N C.(6) WATgµFF EECDVERA MDPOWER,NWBEROFCHAMEL OPERA MEOLENDESOFEACH (SEEA WBERTSONI EZONNGDRAWNGBBYELTTE 1 UG 3 1 n AREWANCLLDNDTFEPROMSED TOWERS.LP) 1 L 28G74C(1 DSTAICESBETWEENTHEPROMSEDFACBMADTHEFOLLOVTMG 7! 28D74C.(1010) TFENEARESTRESMNRNLSTRUCTURE B]4e SHEET TITLE 2M74C.10)M THEWS ESTPROPERTYLNEWIMARESDENMWE Tc '-"--" 38T74 C.(I c AL OILIER STRlD1URE5 374, BULK REQUIREMENTS SD�I Fvlu iC)471 $ 28NNC,0 4) ROADS,RDJRSOF-WAY.DRIVEWAYS 181' _,._____Board of iT,.:.C.a%�i..5 ..s� 28 AND-74 C.(11) FALL ZONE RADIUS A DISTANCE (SEEALBERTSONMMNEZONNN3ORAVYNCS BY ELITE TOWERS,LP) SHEET NUMBER wa 28f 74 C.(I2) PROMO ED I P VZ OFACCESS REE ALBERTSON MNROE IDNND DRAWNG$BYELRE TOWERS,UP) A 1 B Ef TORE AT ITSVMSWNHD ROWSCLEARLYE TAUXTATED.PONT,MUMINCUDING ER ANTENNAS OR OFTHE 28D74 C.(13) STRUCTRE AT ITS WDESTAND NARROVIEST,AND THEPOM,NCUDNGPMENRAS OR LKdRWJG (SEE SHEET AT PROTECTION DISH Wirelm8 L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT, - sh TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 1 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY dw A-2 -LLC 5701 SOUTH SANTA FE DRIVE LITTLETON• CO 80120 (1) PROPOSED DISH Wlrelaae — _ LLC HYBRID CABLE ROUTED PROPOSED FIRE DEPARTMENT PROPOSED 10'x12' DISH ALONG ICE BRIDGE EQUIPMENT CABINET ELEVATED Vfimleae LLC LLC LEA E - _ OTHERS) PLATFORM (BY $H. _ PROPOSED DISH WUelm LLC 2 SEE EQUIPMENT 12"WIDE ICE BRIDGE PROPOSED 150'-W CONCEALMENT — PROPOSED UTILITY H-FRAME AZIMUTH LAYOUT(SHEET A-3) (37'-0" ICE BRIDGE LENGTH) TO (BY OTHERS) (BY OTHERS) E N G I N E E P.I N O P.C. o W O O W o o PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 (BY OTHERS) PARSIPPANY, NJ 07054 o O O W 0 0 O 0 � o 0 0 0 O , , SED PPOSED FIRE DEPARTMENT P MESA \1 CEED BRIDGE (BY OTHERS) CABINETROPO OTHERS) i O y��SeO NE& II T� 1 O I t_� p9pFESS10NF�� L-.- 1 OU I .. ------------- -- ' RE�'IY K McKEON I NEW YORK LICENSED PROFESSIONAL O I ENGINEER-LICENSE NUMBER:0953741 lzh I I O I -- = IT IS A VIOLATION OF LAW FOR ANY PERSON, v< VY UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. O I 1 1 1 DRAWN BY: CHECKED BY:APPROVED BY: O i11 I JRF JWS JKM REDS REV #:0Inc CONSTRUCTION DOCUMENTS SUBMITTALS — REV DATE DESCRIPTION O0 69-20-21 6SU D FOR PMW SEE ANTENNA LAYOUT PROPOSED CHAI1 11-05-21 ISSUED FOR POW (SHEET A-2) LINK FENCE (TY (BY OTHERS) 2 11-3110-21 ISSUED FOR PFAIGF _ZON PROPOSED FUTURE 3 04-04-22 CLIENT COMM04TS POSEDACCESS EQUIPMENTPLATFOORM CARRIER AREA (TYP) GATE PROP(BY a 05-10-22 cLmT caLIMExls (BY OTHERS) (BY OTHERS) a 0e-01-22 CLIENT OMMOM a o1/m/23 crFr ooeosPROPOSED VERrLON f?� ICE BRIDGE (BY 7 1 05/17/23 W COttiFNOS E' -L- -7 - OTHERS)"E A&E PROJECT NUMBER S' ( NYNYCO2239A lily I rt pi�r DISH WIRELESS PROJECT INFORMATION A U G 3 12023 NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 1 SOUTHOLD, NY 11971 SHEET TITLE COMPOUND PLAN NOTE;- DESIGN OF PIERS WILL NEED TO BE REVIEIYED AFTER SHEET NUMBER SITE PROVIDES GEOTECH. A-1 C 6' 4' 2' 0 5' 10• COMPOUND PLAN DISH Wirelae L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • r 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) dsh TOP EL. ® 164E-10"AGL VVSa LLC PROPOSED FIRE DEPARTMENT (6) PROPOSED DISH WirelBELOW LLC ANTENNAS AND EQUIPMENT ANTENNAS MOUNTED BEND PROPOSED ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE (BY OTHERS) CONCEALMENT POLE LITTLETON, CO 80120 PROPOSED VERIZON ANTENNAS (BY OTHERS)OIL PROPOSED DISH Whalen LLC ANTENNA RAD CENTER ED 146'-1"AGL %4, (TYP 1 PER SECTOR,TOTAL 3) _ PROPOSED VERIZON PANEL PROPOSED VERIZON ANTENNAS (BY OTHERS) PROPOSED 4O'x15O'-0' ANTENNAS ) (BY OTHERS) PROPOSED CENTER ® 141'-2"AGL MULTI-SECTION, MULTI-SIDED CONCEALMENT OTHERS) Ct so-om � (3)PROPOSED DISH Wlrelttn LLC L.L.C.ANTENNAS .:•..,:`.,`s'<.:T Al RAD'CENTER:O 13Y-0',AGL ° AZIMUTH --- ENGINEERING P.C. FUTURE CARRIER ANTENNAS OL - RAD CENTER @ 120:-•0"-AGL U 0 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SEE ANTENNA LAYOUT (SHEET A-2/DETAIL 2) -FUTURE CARRIER ANTENNAS OL PROPOSED 8'O MAIN PIPE PROPOSED DISH Wireleera LLC MOUNT S RAD CENTER 0 108'-0"AGL MAST (FIELD VERIFY MAST (TYP 1 PER SECTOR,TOTAL 3) SIZE PRIOR TO Re OF NE * PROPOSED CANISTER CONSTRUCTION) (BY 81 g'p N K A4 0A SECTION (TYP)'(BY OTHERS) �p 7 ao FUTURE CARRIER ANTENNAS i RAD CENTER ® 96'-0"AGL EyPrO��.08531� O� �OFESSION�� PROPOSED 150ERS) / CONCEALMENT POLE (EN OTHERS) FUTURE CARRIER ANTENNAS RAD CENTER ® 84'-0"AGL �EREMY K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 I IT IS A VIOLATION OF LAW FOR ANY PERSON, II UNUESS THEY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER, II � 70 ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wirelew LLC ,z•6' o , 2' 3' 4'I DRAWN BY: CHEC APPROVED BY: RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT s' KEDBY:2 EXISTING CONCEALMENT POLE JRF JWS JKM II RFOS REV #: 3 (12) PROPPED DISH Wirelen LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES ROUTED UP WITHIN SECTOR POSITION EXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE (HxM) AZIMUTHRAD FEED LINE TYPE MANUFACTURER - CONSTRUCTION EXISTING CONCEALMENT POLE II PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER 11 DOCUMENTS II (4) 7/8"COAX II ALPHA Al PROPOSED COMM W SCOPE- F -65B-R3 5G 1.9E X 11.81 70' 132'-0' (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS II (160' LONG) HPA-33R-BUU-H4 II REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless o ae-zo-zt Mn FOR r+Eloer II LLC HYBRID CABLE ROUTED II ALONG ICE BRIDGE (4) 7/8'COAX 1 11-0-21 ISSUFL FOR PEWIT BETA B1 PROPOSED COMMSCOPE - FW-658-R3 5G 1.9E X 11.81 190E 132'-0' RET CABLE (SHARED (1) CCI PRODUCTS - z 11 30-21 M55M FOR PE16U PROPOSED DISH Wi reless LLC WITH ALPHA) HPA-33R-BUU-H4 II 12'WIDE ICE BRIDGE (160' LONG) 3 0"4-22 alert 1bobOJT5 II (37'-0- ICE BRIDGE LENGTH) 4 os-lo-zz CLENT ceMbORS PROPOSED VERIZON ICE 11 a 1 08-01-22 1 QW COMME Si BRIDGE (lYP) (BY OTHERS) II PROPOSED FIRE DEPARTMENT (4) 7/8-COAX a o1/m/a3 c1s11r ca�NLs j1 EQUIPMENT CABINET ON RAISED RET CABLE(SHARED (1) CCI PRODUCTS - PROPOSED VERZON I1 EQUIPMENT PAD (BY OTHERS) GAMMA C1 PROPOSED COMMSCOPE - FW-558-R3 5G 1.9E X 11.81 310' 132'-0' WITH ALPHA) HPA-33R-BUU-H4 7 05/17/93 C11W COIINDILS EQUIPMENT PLATFORM Il PROPOSED UTILITY H-FRAME (180' LONG) A&E PROJECT NUMBER (BY OTHERS) U -__ (BY OTHERS) NYNYCO2239A PROPOSED CHAIN LINK DISH WIRELESS PROJECT INFORMATION FENCE (TYP) (BY OTHERS) j �` `� 3 - --------__--_ SECTOR POSITION RRH N� NYNYCO2239A i 1 --i a� +- i '`' t' f;.' MANUFACTURER - MODEL TECHNOLOGY n G, f1 r;r ( -`'. E - NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 25 IEZ I� SAMSUNG - RF4451D-70ASG DETAILS. ( ALPHA Al AWs3/AW54 4T4R 320W 2 ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED SOUTHOLD, NY 11971 SAMSUNG - RF4450 RU 5G CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS Al TB 4T4R 2BDW RU AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. 1 AUG ;�� SEE EQUIPMENT SAMSUNG - RF4451D-70A I v v 2�1�3 t LAYOUT (SHEET A-3) BSA B1 AWS3/AWS4 4T4R 32OW SHEET TITLE B1 SAMSUNG - RF4450T-71A SG EQUIPMENT ELEVATION, ANTENNA T8 4T4R 28M RU �noN oTY LAYOUT AND SCHEDULE - SAMSUNG - RF4451D-70A EXISTING OR MANUFACTURER - MODEL ( ) I S0E.�1i1C,�;L,1•y0 C1 AW53/AW54 4T4R 320W � PROPOSED NUMBER srzE i � E CA SAMSUNG - RF44S0E-71A wmGHT SHEET NUMBER BOarG Gf1RjS16eS xJ C1 so PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 8.98'x14.39'x8.15' 21.82Lbs TB 4T4R 28OW RU A-2 20' ,0' 0 20' 40' NO SCALE 3 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE DISH Wrote L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF Y OF FILL PER DOSTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISHd.*.sh v Wireless LLC LLC. CONSTRUCTION MANAGER AT TIME OF PROPOSED DISH WIRELESS B'-0'X 10'-0' PLASTIC) CONSTRUCTION.INSTALLED UNDER THE PLATFORM (4 MIL BLACK PLASTIC) PREFABRICATED ELEVATED EQUIPMENT PLATFORM (3'-0-ABOVE GRADE MINIMUM) WITH 42' HIGH PROPOSED DISH xnRELEss 3. EQUIPMENT CAelNEr OMITTED FOR CLARITY LLC HANDRAIL ALL AROUND PLATFORM PROPOSED DISH WIRELESS OVP PROPOSE ON PROPOSED H-FRAME (SEE DETAIL 1. SHEET A-7) BOX ON PROPOSED H-FRAME DIPLEXER TOTAL) F 4 PER(STACKED)ECiOR, 12 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED DISH WIRELESS RRH PROPOSED CHAINUNK FENCE (BY OTHERS) ON PROPOSED H-FRAME • SECTOR. B TOTAL) (STACKED) PROPOSED DISH o WIRELESS GPS ANTENNA iq -- - --- ----- - -------- ---- ,.�. I AZIMUTH F=NGINEEFIING P.C. ••• O O O O O O 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 I i I I PROPOSED DISH WIRELESS H-FRAME (TYP.) (SEE DETAIL 4, EOFNEW SHEET A-7) SPY K Mo I5 PROPOSED DISH WIRELESS oo ' O2 EQUIPMENT CABINET ON I I s ELEVATED EQUIPMENT PLATFORM I PROPOSED DISH WIRELESS FMB ON PROPOSED H-FRAME Fdp�'oes31" � 90FESSIONN�' — XF • I ` R y'K McKEON • NEW YORK LICENSED PROFESSIONAL iI ENGINEER-LICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, — I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. PPC ON PROPOSED H—FRAME DRAWN BY: CHECKED BY:APPROVED BY: • — — JRF I JWS I JKM 10 — i RFDS REV If: 3 CONSTRUCTION = = I DOCUMENTS SUBMITTALS REV DATE DESCRIPTION O 0e-10-21 MW FAR Mff 1 11-05-21 ISSLID FOR PMU PROPOSED DISH I c 1- 2 11 10-21 ISSM FOR POW WIRELESS ICE BRIDGE TYp, 3 D"4-22 CLIENT COMIMM -- -- ------------ - - --- - 4 oo-lo-2z cLrEwroaeExls e W-01-22 CLIENT COMMENTS e 01/W/23 CUNT CMEWTS _--_ PROPOSED CONCRETE PIER- WIRE E WORK LIGHT 7 De/17/23 eLINT corEms - n A&E PROJECT NUMBER I o-, ,, ?y ! _. (T1?,) (SEE DETAIL 2. SHEET A-7) PL -1 �.'sI I a - a Ll Imo, ti NYNYCO2239A i 6, 3 gg ��' ?` DISH WIRELESS PROJECT INFORMATION ?�E € s � ` PROPOSED PLATFORM ACC LADDER WITH WITsAFETY CHAIN AUG �t fL`� (SEE DETAIL 3, SHEET A-7) NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 1 � r SOUTHOLD, NY 11971 ! PROPOSED DISH WIRELESS 10' SU i(01d T,'1,4'Ei a X 12' LEASE AREA SHEET TITLE EQUIPMENT PLATFORM AND NOTE H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. A-3 DISH Wimlew LLC. TEMPLATE VERSION 34 - 06/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES DELTA ELECTRONICS, INC. RDIAC-2465—P-240—MTS D224NRB ESTA ELECTRONICS, (HEX) ENCLOSURE DIMENSIONS (HxWxD): 39'x22.655'x12.593 r ENCLOSURE DIM (HxWxD) 29.25'x19.00'x6.50' WF1GHi: BO I ENCLOSURE TYPE NELM 3R RAINPROOF DIMENSIONS (HxWzD) 75'x32'x32' d." s h WEIGHT (EMPTY) 825 Iba (approx.) // OPERATING AC VOLTAGE 240/120 1 PHASE ASE 3W+G ICP UL LISTED FILE E-2875 � VYbv@SS-LLC PLen M e 5701 SOUTH SANTA FE DRIVE u Soo 0 �xJl`�! LITTLETON, CO 80120 0 0 0 O O v � • 00 0000 00 0 0 0 LA /AZIMUTH _ , ENGINEERING P.0 SIDE S10E ESQ BSGK BSOK SIDE EE4HL SLOE SlQE MNT 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPC) DETAIL No SCALE 2 SAFETY SWITCH DETAIL No SCALE 3 EATON METER SOCKET CHARLES CFIT—PF202ODSH1 OF NEtVk UNRRS213BEUSE FLEXFIBER TELCO ENCLOSURE PROPOSED ER RIGID yc" +KM 0 METER SOCKET TYPE RING ENCLOSURE DIMS (HxWxD) 20'x2O'x9' ICE BRIDGE * 2 ENCLOSURE DIM (HxWxD) 167027x6' O PROPOSED X' DIA • ENCLOSURE WEIGHT 20 Iba HYBRID CABLE OPTION A I I NDUR SUPPORT MAIN AMPERE RATING 200A MOUNTING WALL ( � I I o 4 OB531 \ WEIGHT 16 LEIS E� COMPLIANCE TYPE 4 P HYBRID CABLE FROp1A BR 101-0"ACKET AND BANDING FRO (OPTION 'B') 1 R .1 BERM K McKEON �• 00 °� NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-I • • PROPOSED CABLE CLAMP 0 O 3'-0'O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, EXISTING TO ALTER THIS DOCUMENT. __ _,MONOPOLE - -z -- DRAWN- -BY:- CHECKED BY:APPROVED BY: JRF' i JWS JKM - V . RFDS REV #.'L 3 ° of ? 'I to BacK FRO k DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL No SCALE cj HYBRID CABLE RUN w ao SCALE:; ,-6.-- - __._� suBMrrrALs b v,Tl I REV DATES DESCRIPTION --0_'"•09-711I-21 ISSIIFD FOR PEW COMMSCOPE WB—K110—B INCLUDED WB T12-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS 1 11-05-21 ISM FOR PERMIT 2 ff WB-LB12-3 SUPPORT BRACKET w-zf ISSUED FOR POW 7 04-OI-22 CUDIT 0DMMDM DIMENSIONS (HxL) 160'x10' MF-130 DIRECT BURIAL PIPE FINISH SLOPE 4 05-10-22 CLIENT COMMENTS WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4' TO DRAIN A-A a a a oa-ol- rxT COMMENTS iq CABLE RUN (QM 12 a o1/as/2CLIENTeLr COMMENTSCOCOMMENTSN PROPOSED TIMED LIGHT(RB 05/17/23 EEm CUENr caS P/N STUSOH) SUPPORT BRACKET A-A (lYP OF 1 PER ICE A&E PROJECT NUMBER (WB-LB12-3) CANOPY Posr. TOTAL of 4) NYNYCO2239A TRAPEZE 'fo DISH WIRELESS PROJECT INFORMATION (WB-T12-jKE 3' DIA SCH 40 PIPE I PROPOSED 3.5' DIA SUPPORT B SCH 40 PIPE NYNYCO2239A (WB_LB12 GALVANIZED---_ 1•f 3'/xIO'-O' LONG SCH. 40 PIPE 61405 MAIN ROAD, ROUTE 25 TRAPEZE KIT PIER DFOUNDAIA � SOUTHOLD, NY 11971 (WB-T12-3) PROPOSED 1'-6' DUL CONCRETE PIER (TYP) A-A SECTION GFCI DUPLOf OUTLET WITH NFAN 3R SHEET TITLE 3.5'DIA G OUTLET COVER MP OF 2)40 PIPE ( 35. DIA E SCH NOTE EQUIPMENT DETAILS — 1 9'-0' MAX 40 PIPE (SPACED 1. MOUNT TIMED LIGHT& OUT PER (MF-130) 9'-0' MAX) MANUFACTURERS RECOMMENDATIONS (MF-130) CONCRETE PIER SHEET NUMBER ELMFRONT mm A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL IND SCALE 1 8 WORK LIGHT DETAIL NO SCALE Q DISH Wlreleae L.L.C.TEMPLATE VERSION 34 - 06/11/2021 PCTEL 1.75'0 GPSGL—TMG—SPI-40NCB MINtwo � 81x184mm O 270'I IIN ANY DIRECTION DIMENSIONS (DWLH) MM/INCH 3.2'x7.25' v WEIGHT W/ACCESSORIES 075 Ibs GPS CONNECTOR N—FEMME d s I!?E FREQUENCY RANGE 1590 t 3OMH2 Ba0''(F,N sQo*•y�NVASIMn LLC 5701 SOUTH SANTA FE DRIVE CUI2PSMSP4XXX CUI2PSM9PBXXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (8 AWG CONDUCTORS) BE BELOW 10 1.41'I 00--414 o c 0 0 R 0 0 eaO•a/y l4t. AZIMUTH CUI2PSM9P8XXX ENGINEERING PC HECK SIRE (8 AWG CONDUCTORS) 90 E. HALSEY ROAD. SUITE 104 CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL No SCALE GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE2 MINIMUM BEND RADIUSES No s�uE 3 OF NEIyy LINE DETAILS pAOFESSO_ LINE TYPE COAX G' MANUFACTURER TBD 'ERE K McKEON NEW YORK LICENSED PROFESSIONAL MODEL NUMBER COAX - 7/8 ENGINEER-LICENSE NUMBER:095374E DIAMETER (O.D. IN.) 1.102 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION WEIGHT LLs. PER FT. 0.302 OF A LICENSED PROFESSIONAL ENGINEER, QUANTITY 12 TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 DRAWN BYL CHECKED BY:APPROVED BY: JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS NO sCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 00-2D-21 ISSUED FOR PERMIT 1 11-0-21 ssuED FOR PER3R 2 11-30-21 ISSUED FOR PFSafT 3 04-04-22 WENT COM ENM 4 03-10-22 WENT COIYENM 5 0B-01-22 CENT WOIEN1rs 8 01/W/23 CENT CMI NITS 7 05/17/23 GNT OOIEENTS A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 I AUG 3 ! i!�2� SOUTHOLD, NY 11971 AU (� _J ) 1 SHEET TITLE !!!!� So!Ahc!dTown { EQUIPMENT DETAILS — 2 Bcclo of Trustees SHEET NUMBER A-5 NOT USED-- No SCALE 4 NOT USED NO SCALE 7 NOT USED No SCALE $ DISH Wlmless L.L.C.TEMPLATE VERSION 34 — 06/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451 D-70A RF4450T-71 A DIMENSIONS (HxwxD) 2•x5.72'x 25• o o DIMENSIONS (HWWxD) 15'x15'x8.9• DIMENSIONS (Hx%D) 15'x18.5'x11' r WEIGHT 81.3 Ibs WEIGHT 94.8 Ibs WEIGHT: 5.5 LBS QTY:6 4.3-10 RF 4.3-10 RF SPECIFICATIONS: ROUND OR POLYGON POLES 3' FPS FRONT d..sh CONNECTOR TYPE CONNECTOR CONNECTOR TYPE CONNECTOR TO 7' DUI, 1/4' BRACKET ASSEMBLY INPUT VOLTAGE _38 to 58 VDC INPUT VOLTAGE _38 to 58 voc n��7�7+LLC PION PLAN EEI TRIAD—AB MOUNT p 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS (HxWxD) 2'x10'x.25' AB PLAN WEIGHT: 2 LBS QTY:6 _ SPECIFICATIONS: ANTENNA BRACKET, 1/4'HRPO © O ^ice GUSSET ASSEMBLY AB FRONT 0 0 m TRUED-AB BOLT HEX NUi FLIT WASHER AZIMUTH kyl!�l LOCK WASHER O O EEI TRIAD-FPS POLE E N C-.I N E E R I N G P.C. BACK ME FROM BACK S1GE FRONT THREADED FPS/AB FRONT ROD (TYP) fP.S/� PUN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL FNO-Z I RRH DETAIL NO SCALE 2 MAST MOUNT DETAIL No SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181—PF-48 w tE OF NEµ. FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) S� YKM DIMENSIONS (HxWxD) 71.9701.870.1' WIDTH 5' DIMENSIONS (HxWXO) 18.98'x14.39'xB.15' * rt TOTAL WEIGHT 43.8 LB ELM DEPTH 2' WEIGHT 21.82 LBS � �r RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8• ELM MOUNTING �oPgo FESSION^ % TOTAL WEIGHT 1.5 Ibs BRACKET � • • HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA �CRf MY/K McKEON RADOME COLOR LIGHT GRAY NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:0953744 CONNECTOR 1xB-PIN DAISY CHAIN MOUNTING 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 I JWS JKM MOUNTING PIPE RFDS REV #: 3 OR DISH Winless LLC • • L.L.C. APPROVED CONSTRUCTION MIX zz Ram DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL TNO-;;; 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE 0 09-20-21 L�IN PEIMU 11-011-41 MU FOR PFSOGf CDX623T—DS—B DIPLEXER 4 11-30-21 ISSUED FOR PEFMU DIMENSIONS (H)dWxD) 8.8'x4.9•x4.5' 3 04-06-72 CLEW COMMENTS__------ --- _ _ -4 -_e5-10-22 CUENT aOMolrs WEIGHT 10.14 lbs t rf- 1-22 CLNF OOUk7R5 CONNECTOR TYPE 7-16 DIN 1_ _ I_. � _ey s1/0/23 CUDff COMMENTS FEMALE 05117/0 CLE11f CfUE7115 �A&E PROJECT NUMBER 0 0 0 NYNYCO2239A PLAN I IDISH WIRELESS PROJECT INFORMATION ---- .`hr��_; NYNYCO2239A ' -r, R 61405 MAIN ROAD, ROUTE 25 --;SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 3 BACK SAGE FRONT SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE NO SCALE 8 NOT IN USE NO sruE Q DISH Winless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 PROPOSED PREFABRICATED • •O: . • STEEL -PLATFORM PROPOSED 'a E DEIAJL 1) -PLATFORM ACCESS LADDER TOTAL WEIGHT MAX ' PROPOSED COLUMN a d * sh , .1 PROPOSED BASEPLATE 5701 SOUTH .-NE NE GRADE LEVEL LITTLETON, CO 80120 PROPOSED 5/8-A615 ANCHOR DOLT PIE HHS R PROPOSED 1 1" BAR GRATING tBASEPLATE 3lp POSED PLAIN CONCRErE PIER o • PROPOSED DESIGN OF PIERS WILL NEED h - R.C. 1 'Xi -I PLATE TID BE REVIEWED AFrER FRONT ELITE PROVIDES GEOTECH. 1 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL EQUIPMENT PLATFORM PIER DETAIL STEEL PLATFORM LADDER DETAIL NEWY RK LICENSED PROFESSIONAL EMPIRE I� ,iTO ALTER THIS DOCUMENT. ENGINEER, CONSTRUCTION DOCUMENTS 102 0 o : o m � A&E PROJECT DISH WIRELESS PROJECT INFORMATION o� Will NYNYCO2239A SHEET TITLE EQUIPMENT DETAILS - 4 SHEET NUMBER EQUIPMENT PLATFORM m . :. •. o�� . . 1 1 . • HANDRAIL �� NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND—48V CONDUCTORS. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY—46V. • UNDERGROUND UTILITY CONDUIT ROUTE 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR 1D SUBMITTING A BID.ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY d.sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT LLC MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WAITING SITES AS 5701 SOUTH SANTA FE DRIVE REQUIRED TO MEET NEC STANDARDS. UTTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACRIFIER'S SPECIFICATIONS AND RECOMMENDATIONS. ENGINEERING P.C. 8. 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 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES,PULL BOXES, AND ALL DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. 10.ALL NEW MATERIAL SWILL HAVE A U.L. LABEL OF 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. g'P�Y KM O7 PROPOSED UNDERGROUND POWER 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. CONDUIT(LENGTH: 72'—W:h) — _ 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG tR`��O NQ 0853E 6? pc�� ° " R KMcKEON NEW Y RK LICE ED PROFESSIONAL ENGINEER-LICENSS E NUMBER:0953741 L I ° IT IS A VIOLATION OF TAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. ° PROPOSED DISH WXrnlp• LLC _ TO ALTER-THIS DOCUMENT. UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY:APPROVED BY: �I O PROPOSED UNDERGROUND FIBER JRF JWS JKM i CONDUIT(LENGTH: 60'—T:E) RFDS REV 3 F . b-i i CONSTRUCTION � - - - - - - - - J DOCUMENTS L SUBMITTALS REV DATE DESCRIPTION 0 00-M-21 ISSUED FOR PEOU 1 t,-00-•21 SSVFD MR FERU 2 tT-0D-21 SSM FOR PENU J 04-04-22 MEW ODMMI3frs EXISTING PAVED PARKING AREA 4 05-10-22 CUDIT COMMENTS 0 00-01-22 CAM COM OM EXISTING-- -- BUILDING 0 01/0.7/2J CLEM COMMENTS i r r 7 ;�I° (�.7 �-� - -�s._-,;• I T 0e/17/23 1 arENrcartons A&E PROJECT NUMBER NYNYCO2239A ajjff �t a DISH WIRELESS PROJECT INFORMATION A U b 3 i NYNYCO2239A 9 I 61405 MAIN ROAD, ROUTE 25 s SOUTHOLD, NY 11971 cpL'��lu;nta'FI � SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER 12' 8' 4' 0 10, 20' E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE 2 DISH Wimim L.L.C.TEMPLATE VERSION 34— 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. r 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY OUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK. OR ANY DISH Wireless LLC L.L.C. d.*.sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH W irekm LLC FIBER DISTRIBUTION PANEL MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES O O O ,LLC 12AWG WIRE(3ffimehm. PROPOSED DISH Wirelm LLC NOTE FIBER PROVIDER TAIL) L.L.C. PROPOSED FIBER WILL NEED TO PROVIDE AN 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL FIBER ENCLOSURE PROPOSED DISH Wirelese LLC HID. IF REQUIRED ADDITIONAL 5FT UNISTRUT. STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SITES AS 2 U-BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. J1N THE EVENT THE LLII L.L.C.LLC. UNI 5701 SOUTH MANTA FE DRIVE BRACKET SPACING DOESN'T LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DIS LINE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC LLC. UN PACING BELOW PROPOSED FIBER PROVIDER NH NH OUT 4. CONDUIT ROUGH-IN SWILL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. 0o DISH Wirelen LLC L.L.C. 1-1/4- FLOC CONDUITS 00-141% VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE • WILL NEED TO BE POWER TO FIBER PROVIDER NID FIBER PROVIDER TO PUNCH TOP OF TERMINATED BY FIBER TELCO BOX OF NID ENCLOSURE AND 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH PROVIDER ON OTHER SIDE OF PROPOSED DISH Wireless LLC INSTALL 1-1/4-LIQUID TIGHT Wireless LLC LLC. BULKHEAD/LC TO LC L.L.C. 12 AWG WIRE (8' CONNECTORS, UL LISTED. NYLON 8. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT MATERIAL WITH 0-RING GASKET ER BREAK C:=3 C:::3 IS TERMINATED. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. HFIBER PROVIDER TO INSTALL AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. PROPOSED DISH Wirelea LLC 1-1/4' CONDUITS BETWEEN IN IN PROPOSED FIBER PROVIDER L.L.C. FDP TELCO BOX h NID B. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wirelw LLC O O FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC ENGINEERING RC OF WAY TO STREET, L.L.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON.AND PANEL FIELD LOCATIONS FED FROM. L. PROPOSED DISH Wireless LLC E9RffiSH Wireless LLC TERMINATED TO FDP 90 E. HALSfY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wirelsee LLQ 12 AWG WIRE � � L.L.C.. LLC PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES,AND ALL 1-1 ZZ POWER FIROM CABINET L.L.C. w M 1-1/2' FIBER TO CABINET DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. DISHWirelese LLC LLC. �2 Q�7p CAB E7 INSTALLS 1-1/2-CONDUITS < P6SED pISH Wirer LLC PROPOSED DISH 1Wrelees LLC 0 PROPOSED DISH Wireless LLC FOR POWER AND FIBER L.L.C. 2'CONDUIT FROM L.L.C. L.L.C. 2'CONDUIT FROM 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL CABINET COMMERCIAL FIBER VAULT 1-1/2' POWER FROM CABINET COMMERCIAL FIBER VAULT tgoF Nfµ y 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 5�41t.Y K 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. r % ELECTRICAL NOTES NO SCALE DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL NO SCALE 3 CP�FsSON��6\� 7�E"IY K McKEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 PROPOSED 5 51NGLE MOUNTED METER SOCKETS ON EXISTING H—FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON. WITHSPA 1 EMPTY METER PROPOSED DISH Wireless UNLESS A LICENSED PROFESSIONAL ENNG UNDER GINEER. DIRECTION PACES (BY OTHERS) LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Wtrobn LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY:APPROVED BY CABINET POWER SECTION JRF JWS JKM M M M M M 4 200/3 REDS REV #: 3 Li CONSTRUCTION PROPOSED U DOCUMENTS PROPOSED DISH DISH Wirelen LLC 200A, Wirelm 120/208V, 1/ 3W LLC SUBMITTALS �----- `-""--_-----__,_ AC CABINET TELCO PROPOSEDCABINET MESA CABINET i ^`1 i[ _ ;-.--- REV - DATE DESCRIPTION (BY OTHERS) 11 _t �_, � j _ 0,'..1OF40-21 ISSUED FOR PMU SEE TRENCHING NOTE 1 2' RGS w "' t -; i, �1 i 11=06-21 BMW FOR PMU f ;I; ISSM FOR_ TRENCHING NOTES WORK SPECIFICATIONS =` ' 0 'o 22 aExraomkwm 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) I AI ° nn• • `'&-'10-22 OMIT COMMENTS TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL t }e 0e`-01-22 CUENT COMMENTS CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS AREAS,OR WITH LOCAL REGULATIONS PT—F,11RF PWR—PWR PWR —PWR -- J e oi/os/23 cLENr wMMENNs REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 -- _ _ 7 06/17/23 CIENr COMMENTS AREAS IN ITS ORIGINAL CROSS 8-WIDE WARNING TAPE PWR PWRPWR PWR PWR I (;U3 ?G;�,•:. SECTION. /�/\ /�/ FBR FEIR FBR Fl3R J �0 ,�Of m:�.js-S ? A&E PROJECT NUMBER 2. TRENCHING SAFETY: INCLUDING, NYNYCO2239A BUT NOT LIMITED TO SOIL �/\ /\\/ j PVC SCH. 40 CONDUIT FOR FIBER CADWELD DISH WIRELESS PROJECT INFORMATION CLASSIFICATION, SLOPING.AND \ (CIA TO CONFIRM)JJ N0� NYNYCO2239A SHORING, SHALL BE GOVERNED z / / / IJ 61405 MAIN ROAD ROUTE 25 rc z RISER DIAGRAM IS FOR REFERENCE BY THE CURRENT OSHA 0 a \/ 0�m ONLY. WIRE SIZES AND FINAL WIRING ' TRENCHING AND EXCAVATION �t c / •'•%: /, rr PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFETY STANDARDS. �_ .I COMPLETION OF UTILITY CONSULT. 3. ALL CONDUITS SHILL BE / GROUND ROD INSTALLED IN COMPLIANCE WITH rn i •t•• THE CURRENT NATIONAL / UTILITY WARNING TAPESHEET TITLE ELECTRIC CODE (NEC) OR AS PVC SCH. ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE AND RISER DIAGRAM JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER E-2 TYPICAL UNDERGROUND TRENCH DETAIL NO SLUE 1 4 ELECTRICAL RISER DIAGRAM NO SCALE 5 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 08/11/2021 To trnuTy COMPANY 811CKUP GENERATOR 120/2 SERVICE CAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA NETWORK CABINET NOTES 0 120/24OV, 1 PH, SERVICE RAIED, DELTA EUTE-X DC PLANT THE(2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 • UTILITY SERVICE N3R, 65K/10K AIC SERIES RATED. WIRE (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75'C) ENTRANCE MAIN BREAKER WITH /12 FOR 20A OCPD WIRE DERATTNG: 0.8 x 25A- 20.OA v 1PH N 65K 20CA INTERLOCKED 10K AIC 1.(2)EPR POSEDDCONDUIT #a FOR 40A OCPD WIRE DEBATING: 0.8 x 50A- 40.OA .sh (3)3/0 WITH#6 GROUND O SURGE SUPPRESSION CONDUIT SIZING:AT 40x FILL PER NEC CHAPTER 9,TABLE 4.ARTICLE 358. LLC IN 3'SCH 40 CONDUIT DEVICE 140KA MOV - 1.0• CONDUIT- .3460 SO. IN AREA NEW 2DOA, 120/240V, 1 01 02 3.0' CONDUIT- 3.538 SO:IN AREA NELI1 3R, UTI COM AM M GFCI 1ryA 40A PROPOSED 2 1 SHARED CND. 5701 SOUTH SANTA FE DRIVE APPROVED METER ENCLOSURE 03 04 FOR RECTIFIER 1 LITREfON, CO 80120 15A 05 DU (2 CONDUIT): USING THWN-$ CU. PROPOSED 2 8 FOR RECTIFIER 2 tCTIFlER CONDUCTORS SPACE 07 08 40A /8 - 0.0366 SO. IN X 4 - 0.1464 SO. IN (3)3/0 WITH/6 GROUND SPACE.. 0.0366 SO. IN X 1 - 0.0386 SO. IN <GROUND - OI I\ IN 3'SOH 40 CONDU SPACE10 IT 11 12 40A PROPOSED 2 , 1 SHARED GNO. FOR RECTIFIER 2 70TAL - 0.1830 SO.IN SPACER 14 RECTIFIER & GFCI CONDUCTORS NEW 2NEM 200A,SERVICE 15 18 012 - 0.0133 SO. IN X 2 - 0.0266 50. IN 2P.NELA 3R,SERVICE SPA DISCONNECT SWITCH. __CE SPACE �� SCCR 100kA SPACE SPACE /e - 0.0366 SO. IN X 2 - 0.0732 SO. IN 200 17 1B /8 - 0.0388 SO. IN X 1 - 0.0366 S0. IN <GROUND �"� r_- AZIMUTH 19 20 TOTAL - 0.1364 S0. IN SPACE 21 22SPACE ENGINEERING P.C. SPACE 23 24SPACE 1.0'EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(5) WIRES. SPACE SPACE INCLUDING GROUND WIRt:AS INDICATED ABOVE 90 E. HALSEY ROAD, SUITE 104 PROPOSED 2#12 PARSIPPANY, NJ 07054 FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THVN, CU. #4 CU (GROUNDING Oj (3) 3/0 WITH/8 GROUND 3/0 - 0.2679 SQ. IN X 3 - 0.6037 SQ. IN ELECTRODE CONDUCTOR) IN 3'SOH 40 CONDUIT SFRIRCE/FEFDFR CONDUCTOR LENGTH TABLE /6 - 0.0507 SO. IN X 1 - 0.0507 SO. IN <GROUND (BASED ON INDUSTRY STANDARD 3R VOLTAGE DROP AND 5X NEC ALLOWABLE LIMIT) CONDUCTOR SIZES TOTAL - 0.8544 SQ. IN OF K M DESIGN LOADS 250 kem0 AL 300 kemD AL 3/0 CU 4/0 CU 250 kemT CU 300 kem0 CU 3.0'SCH 40 PVC CONDUIT S ADEQUATE 70 HANDLE THE TOTAL OF(4)WIRES, 130 Commuom LAW(tM(low , 155' 145' 180' 215' 25V INCLUDING GROUND WIRE,AS INDICATED ABOVE. (� a ARTICLE�0 Z10 Oj PPC FEED CONDUCTORS (1 CONDUIT): USING THWN,ALCONTINUOUS 1 LOAD(IyWO no. 250' 24W 300' 360' 425' 250kem0 AL - 0.3970 SO. IN X 3 - 1.191 SO. IN Oo q0 09531 yDl /4 AL - 0.0824 SO. IN X 1 - 0.0824 SQ.IN CGROUND OfESS10N� 1. 250 MCM/KCMIL AL+}2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 CU+ /6 CU CARD SERVICE CONDUCTOR FROM THE TOTAL - - - 1.2734 SO. IN - , DISH Wimlo LLC. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME PONE. RffQt TO VALUES ABOVE TO LIMIT VOLTAGE DROP TO 31C 3.0•SCH 40 PVC CONDUIT S ADEQUATE TO HANDLE THE TOTAL OF(4) WIRES, jER�9Y K MCKEON 2. ALUMINUM/COPPER CONDUCTORS MUST 8E RATED 7SC. INCLUDING GROUND WIRE,AS INDICATED ABOVE NEW YORK LICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI CORROSION ENGINEER-LICENSE NUMBER 0953744 CONDUCTIVE LUBR CANT ON CONNECTIONS BENCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 10SC, BOON, 4. PPC MAINDSLONUI CT CIRCUIT MAKERS ACCEPT/4-300KCYE AL OR Cl CONDUCTORS. AND PVC INSULATED, IN THE STIES SHOWN IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY 5. VOLTAGE DROP FOR SINGLE METER ENCLOSURE FED FROM TRANSFORMER WITH MULTIPLE CUSTOMERS S CALCULATED FROM THE IT IS A VIOLATION OF LAW FOR ANY PERSON, SUBS11T`TE UL1015 WIRE FOR 7HWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. TRANSFORMER TO PPC. (SERVICE AND FEEDER CONDUCTOR LENGTH) UNLESS THEY ARE ACTING UNDER THE DIRECTION 6. VOLTAGE DROP FOR MULTI-METER ENCLOSURE IS CALCULATED FROM THE METER TD PPC. (FEEDER CONDUCTOR LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, BREAKERS RFOUIRFn: - 7. VOLTAGE DROP CAIMAIIONS ARE RAISED ON A POWER FACTOR OF 1,A LINE 70 GROUND VOLTAGE PER CONDUCTOR OF 1201,NO TO ALTER THIS DOCUMENT. (3) 40A. 2P BREAKER - SQUARE D P/N.00240 CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT-CARRYING (2) 15A, 1P MAKER - SQUARE D P/N:00115 CONDUCTORS IN A SINGLE CONDUCT OR RACEWAY.A POWER FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN DRAWN BY: CHECKED BY:APPROVED BY: SNORTER DISTANCES 7"SHOWN N TABLE JRF JWS JKM REDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM No SCALE 1 DOCUMENTS PANEL NAME LOCATION VOLTAGE 240/12010 MO FJUNTING/ENCLOSURE:SURFACNEMA 3R SUBMITTALS DELTA EQUIPMENT PLATFORM BUS(RATING:200 AMPS AVAIL FAULT CURRENT: REV DATE DESCRIPTION SHOOT CIRCUIT DATING:65,000/10,000 SERIES RATED 0 09-20-21 M4,y FOR ppIVT POLES AMPS WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT POLES _ 1 11-06-21 ISSTND FOR PERMIT 15/1 2#12 1#12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER EG SEE ONE LINE 40 2 11-3D-21 ISSM FOR POW 151 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1.50 EO _ 3 06-44-22 C ENT COMMENTS SPACE 5 1.50 6 1.50 RECTIFIER EO SEE ONE LINE 40 '-•- -_�_ SPACE 7 1.50 8 1.50 EO SPACE 9 1.50 10 1S0 RECTIFIER EO SEE ONE LINE 40 4- �_70-22 pEMT COMMENTS SPACE 11 ISO 12 1.50 EO ,'4; #�rL q'-y r h = 6"T OQ-01-22 pi'M COMMENTS SPACE 13 14 SPACE v ' �. �'�" SPACE 15 16 SPACE � �1{ '6.$ ��/23 CIDT COIMENIS SPACE 17 18 SPACE i7 r / CI�IT � SPACE 19 20 SPACE @ � i'E %/(A&E PROJECT NUMBER SPACE 1 22 1 1 SPACE I IAUG 3 ] -j23 NYNYCO2239A SPACE1 23 1 24 1 1 SPACE I [- PHASED LOAD 4.7 1 4.7 KVA T (DISHJIRELESS PRECT INFORMATION TOTAL CONNECTED LOAD 9.4 kVA 39 A OJ TOTAL DEMAND LOAD 9.4 kVA 39A `-- -_�_._,,... _ NYNYCO2239A LOAD DESCRIPTION CONN.LOAD DEMAND DESIGNNLOAD JCU�iivli��QVeri TYPE KVA AMPS FACTOR KVA ! _ 6140 MAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 125 0.0 '^^-�C•-- _..ru�I gjLI�tnL'S { R RECEPTACLE 0.4 1.5 NEC 0.4 _�SDUTHOLD, NY 11971 M MOTOR 0.0 0.0 NEC 0.0 H HEATING 0.0 0.0 1.00 0.0 AC HVAC 0.0 0.0 1.00 0.0 EG EQUIPMENT 9.0 37.5 1.00 9.0 SHEET TIRE E DUSTING 0.0 0.0 125 0.0 'ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS ELECTRICAL ONE-LINE, FAULT L LINE CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE No SCALE 2 DISH Wimim L.L.C.TEMPLATE VERSION 34 - 06/11/2021 TEST ROUND ROD PROPOSED ■ EXOTHERMIC CONNECTION �T INSPECTION SLEEVE WITH BUSS BAR • TEST WELL INSULATORS ■ MECHANICAL CONNECTION _ - #6 AWG STRANDED &INSULATED v T• • PROPOSED 4'x12•x1/4-TINNED GROUND BUS BAR - — I COPPER GROUND BUSSBAR - f2 AWG SOLID COPPER TINNED i O d s h GROUND ROD A BUSS BAR INSULATOR Vjkslm"LLC BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUNDING ELECTRODE I \ 5701 SOUTH SANTA FE DRIVE SYSTEM ". 4) \ GROUNDING LEGEND LITTLETON, CO 80120 ° I PRO UNI-SRNU7 POSED TOWER GROUND RING BOND H-F cm.).)RAANE POSE TO (FEEL)VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE SUPPORT POSTS TO GROUND RING BOND(e) 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN ��1 _/ . •7, .: ! -- I -` COMPWWCE WITH NEC SECTION 250 AND DISH Wlnlow LLC L.L.C. GROUNDING AND BONDING OYP ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. (PRO BY TOWER `\ /2 AWG BURIED GROUND 3. ALL GROUND CONDUCTORS Stall BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30• BELOW GRADEBY \' i AZIMUTH /2 TINNED SOLID IN 1/2' I -- - I °;° GROUNDING KEY NOTES ENGINEERING P.C. MIN. LIQUID TIGHT C ONOUTT ° FROM 24' BELOW GRADE :I :.00°' I TO WITHIN 3•TO 6. OF I ° EXTERIOR GROUND RING: /2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW 90 E. RSISEY ROAD, SUITE 104 CAD-WELD TEERMINA71ON ' _ _ OA GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WAIL PARSIPPANY, NJ 07054 POINT. DOSED END OF / OR FOOTING. THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH V ° ° TOWER GROUND RING,THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK (lYP) _ _ _ _ \ , I \ e R THE TOWER AND THE BUILANDD NG,OR GUY'ANCHORS. WHERE SEPARATE SYSTEMS HAVE AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER�RINGOGROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM /2 AWG SOLID COPPER CONDUCTORS. �EOFNE1yy INTERIOR GROUND RING: /2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE •`p & l • __ PERIMETER OF THE EQUIPMENT AREA.ALL NON-717.ECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND • rt — -— - —- —. - ' O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH /6 AWG STRANDED GREEN } BOND EQUIPMENT AS INSULATED CONDUCTOR. REQUIRED BY MANUFACTURER BOND TO INTERIOR GROUND RING: /2 AWG SOLD TINNED COPPER WIRE PRIMARY BONDS SHALL BE �ep o 0853�" Op PROVIDED AT LEASE AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE gOFFssIORF� PROPOSED (EQUIPMENT GROUND RING TO BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) GROUND ROD: UL US70 COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND 1 v 1+�1 RODS SFWl BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF jER�E[�1. K McKEON ' �J GROUND RING CONDUCTOR. NEW YORK LICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN ND SCALE CRL REEERE]ACE GROUND But: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER-LICENSE NUMBER:0953741 OF FRAIMES. ALL BONDS ARE MADE WITH #2 AND UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLID TINNED COPPER CONDUCTORS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO /2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, OG INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. PRESENT,THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED EXTERIOR f�SL EAR/PORT GROUND BARS- LOCATED AT THE,ENTRANCE TO THE CELL SITE BUILDING. BOND JRF JWS JKM BULKHEAD (TYP) I H TO GROUND SONG WITH A/2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND O INSPECTION SLEEVE. RF-DS REV #: 3 EXISTING MAST PROPOSED TELCO GROUND BAR! BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ANTENNA MP) I I CONSTRUCTION ROUND MEMBER FRAME BONDING:THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT ADAPTER PROPOSED I OJ IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS STEALTH CANISTER I I INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA O OF THE INTERIOR GROUND RING REQUIRE A#6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS 3/B• HEX OR TAAIUNATNNNNdNIIpNUNAANA I INTERIOR GROUND RING. REV DATE DESCRIPTION EXISTING MAST FILUSLOCK WASHER OR I I BONFENDED TO THE E 6ND GATE GEXTERIOR GROUND RIROUNDING: METAL NG SHALL BE BONDED TO THE GROUNES WITHIN 7 FEET OF THE D RINGA/2 AWG SOND RING OR CUDD TS o oo-2o-Zt 6sUED FOR PF�T LOCK WASHER O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 1 11-05--21 ISSUED FOR PFR+R BUS BAR GROUND FLAT WASHER I I GATE POST AND ACROSS GATE OPENINGS. 2 11-30-21 ISSUED FOR PERIR BUS EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 3 06-04-22 CUENT OOLMOPIS e x2•GROUND I I O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLD COPPER WIRE 4 05-10-22 CLIENT OOMMD1TS BUS BAR EXISTING MAST 8 00-01_2Z CUENT Od�EN15 \\\\1\1\\\\11\1\\11\11\1\1\1\\\1\\11\ I ICE BRIDGE SYIPPOR75: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE OTINNED COPPER CONDUCTOR PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED a 01/03/23 1 CUENT CONRMS ROUND MEMBER GROUND RING. 7 -/17/23 1 OUENT COIbLE71rs ADAPTER STAINLESS STEEL I L DURING All DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER STAINLESS STEEL HOSE CLAMP I �#2 AWGPER STWOEDGREEN OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2239A HOSE CLAMP----' 8•x2•GROUND BUS ELAR INSULATED 0 INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE (TOTAL GROUND 1) I �) O CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND SYSTEM DISH WIRELESS PROJECT INFORMATION CONDUCTOR FROM THE DC POWER COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR NYNYCO2239A � TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 REFER TO DISH Wlreleao LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 ANTENNA GROUNDING BUSS BAR ELEVATION ELEVATION `\ ill ,t j: SHEET TITLE ? GROUNDING R I PLANS AND NOTES [ I SHEET NUMBER _ G-1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wlroless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY • PROPOSED CPS UNIT ANTENNA 19 GROUNDING THAN 1�0'REQUIRED CABINET r -------------------- --a PROPOSED GPS UNIT sh I --------------------i PROPOSED PIPE COLUMN WAS.LLC I 1 0 i PROPOSED POST I2 AWG GROUND i 5701 SOUTH SANTA FE ERNE INDUCTOR TO GROUND ld 1 ElI o PROPOSED GPS UNIT LTTTLETON, CO 80120 PROPOSED DISHI I EQUIVALENTMOUNT OR�ROVED I PROPOSED PIPE CLAMPS Whuhm LLC 000-0146 L.L.C. POWER I ' PRorEcnvE I ° O I, �� D I RESERVED SPACE FIBER NID, IF REQUIRED � I I I i i- AZIMUTH G 1/2'COAX CABLE B' MINIMUM BENDING RADIUS \ ENGINEERING P.C. PER CABLE MANUFACTURER'S i - --------- SPECIFICATIONS �1 ----------1) TO GROUND __ 90 E. HALSEY ROAD, SUITE 104 ' �� 1 I j PROPOSED i PARSIPPANY, NJ 07054 NO SCALE I" i Ji �� LOC. 11� TYPICAL GPS UNIT GROUNDING NO SCALE 2 �Y SWITCH. I Ir INSTALL IF 'III II I I I REQUIRED BY I I LOCAL[ji 11TILITY, III OF Ng S 1 1 COMPANY ; I I �t�E O K W y i III j III PROPOSED TELCO yS47" Ogf- III I I I FIBER ENCLOSUREIT2 e 2 j I � OFESSIONi• PROPOSED tz AWG TIE / \ INTO GROUND RING (TYP) `ER- Y K McKEON t ' I PROPOSED PLATFORM NEW YORK LICENSED PROFESSIONAL /2 TINNED SOLID IN 1/2' MIN. LIQUID TIGHT CONDUIT FROM 24•BELOW GRADE loolooll TO WITHIN 3'TO S'OF CAD-WELD �! p BAR O O O O p \�\ ENGINEER-LICENSE NUMBER:o9s37a I TERMINATION POINT. EXPOSED END OF / 1 IT IS A VIOLATION OF UAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE I 1 BOND EQUIPMENT \\ I I I 1 \ UNLESS SA LICENSEDEY ARE A PROFESSIOCTING NAL ENGINDIREER. ON SEALED WITH SILICONE CAULK. (TYP) 1 I GROUND BAR TO 1 1 �--I I 1 TO ALTER THIS DOCUMENT. 1 1 GROUNDING 1 it I PROPOSED GROUND RUNG DRAWN BY: CHECKED BY:APPROVED BYSYSTEM . 1 I Cnp) .% IS- I A 00 _ A ,; d I;' '.<., 1 =J 00 JRF JWS JKM �, BASE CONNECHON PROPOSED RFDS REV #: 3 �•- - -\ — \ /\ - - � � / 7 / 2 GROUN GROUND RING CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL NO scALE OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12'DIA x 24'DEEP 0 00-2o-21 ISSM FOR PMU INS2 TINNED SOLID IN 1/2' MIN. LIQUID OR SOIL PI SLEEVE PVC 1 11-05.21 MW FOR PEMU tf OR SOIL PIPE WITH CAP TIGHT CONDUIT FROM 24'BELOW GRADE PIPE OR EQUIVALENT -0 2 tto--2f ISSUED FORPOexF TO WITHIN 3'TO B'OF CAD-WELD 1�• TERMINATION POINT. EXPOSED END OF IN 3 0h01-22 a1DIT COMMENTS THE LIQUID TIGHT CONDUIT MUST BE i FlN�FNED GRADE 4 05-10-22 cLpR oaxollS SEALED WITH SILICONE CAULK 0 : o P o°'6 0 0°t IBACKFILL PER SPECIFICAnNCLUDE WARNING TAPE OHS O 0E-01-22 CLOIF OOUENES :o o. °. GRADE °o oP. °o .° 4:.0.'0 /23 OMIT COMMENTS o°oo o: \/\\ \/\\/\\/\\\ 7 00�/23 CIDR C010EM5 t� \\\\\\\\\\ \\ F A&E PROJECT NUMBER NYNYCO2239A EXOTHERMIC CONNECTION �� i h 1 1 y L J I //\//\//\ //\/\/ DISH WIRELESS PROJECT INFORMATION I U t I I /\\/ /////\ EO/UAL FILL�WELL TSTONE O IHIN 2'OF TOP OF o NYNYCO2239A \%%�/ wl GROUNDING LOOP CONDUCTOR = 61405 MAIN ROAD, ROUTE 25 ,GROUND RING, /2 AWG I Srlttt iU ;err, SOLID BARE TINNED SOUTHOLD, NY 11971 -. GROUND RING ' COPPER CONDUCTOR •MW L- ) ��'T�Ci 11�U10ES /2 AWG SOLID TINNED SHEET TITLE TIE INTO EXISTING CAPPER CONDUCTOR GROUND RING u EXTERIOR GROUND RING GROUNDING DETAILS GROUND ROD, 1/Y MIN. x B'-0• LONG COPPER CLAD STET (MCO /825BBO) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCIi NO SCALE 6 DISH Wirnlon L.L.C.TEMPLATE VERSION 34 - 06/11/2021 1. EXOTHERMIC WELD I TWO, /2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND �r BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC c WELD a NOTE: MINIMUM OF 3 THREADS S/S DLT(TYP) TO BE VISIBLE (TYP) S/S SPLIT WASHER M?) d.".sh 2 ALL HARDWALL IARE 118-8OR 0STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL ING HARDWARE SHALL BE STAINLESS STEEL 3/8- SURFACES WITH OR LARGER. 12' MIN AN ANTI—OXIDANT COMPOUND BEFORE MATING. HYBRID �� S/S FLAT WASHER (TYP) 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN AM1—OXIDANT COMPOUND BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH , CO FE DRIVE LUG (TYP) LTITLETON, CO 80120 DOWN TO GROUNDING BUS. �� S/S FLAT WASHER (TYP) 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WEATHERPROOFING 11 TIN COATED SOLID THE BACK SIDE COPPER BUS BAR (SEE NOTE 3) S/S NUT(TYP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CHERRY INSULATOR 7. THE CONTRACTOR SWILL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS CABLE GROUNDING KIT INSTALLED IF REQUIRED REQUIRED. COB AWG DUCTOR STRANDED THWN 2' 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARREL (NO SHINERS). INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 & 2) AZIMUTH ENGINEERING P.C. 90 E. HAL.SEY ROAD, SUITE 104 CONNECTION OF HYBRID CABLE GROUNDING KIT PARSIPPANY, NJ 07054 TYPICAL GROUNDING NOTES No SCALE TO HYBRID TRUNK No SCALE 2 LUG DETAIL D SCIUE 3 MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO rtEoKMwYo TOOTHED BARREL. REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO—HOLE SHRINK IN BUR UP AGAINST THE ALL INTERIOR TWO—HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL y CONNECTORS * • 3/8' DIA x1 1/2' 3/8' DLA x1 1/2' o /6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND GREEN, 607V.THWN BAR LOCATED AT MCL S/S NUT S/S NUT INSULATION (OR AS PROVIDED f0 l i i i i (BONDED TO TOWER STEEL) WITH GROUND KIT) (TYP) S/S LOCK S/S LOCK . LL WASHER --- ------- WASHER --- ------- jE�MK MCKEON PROPOSED HYBRID TO I NEW YORK LICENSED PROFESSIONAL S/S FLAT S/S ENGINEER-LICENSE NUMBER:095374-1 ANTENNA (TYP) WASHER --- ------- ��J --- ------- TINNED COPPER TINNED COPPER GROUNDING BAR --- GROUNDING BAR IT IS A VIOLATION OF LAW FOR ANY PERSON, ------- --- ------- UNLESS THEY ARE ACTING UNDER THE DIRECTION WASHER WASHER OF A LICENSED ALTER THISSD NAL DOC �GINEER, S/S FIAT S S FLAT111f11� 1111f�' EXISTING MONOPOLE --- ------- --- DRAWN BY: CHECKED BY:APPROVED BY: S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) JRF I JWS JKM 1/16-MINIMUM SPACING 1/16' MINIMUM SPACING REDS REV #: 3 /6 AING 2 HOLE LUG (TYP) CONSTRUCTION HYBRID (TYP FOR) DOCUMENTS TTO RAY ORE EQUIPMENT � TYPICAL INTERIOR TWO HOLE LUG No scALE 5 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION EXISTING GROUND WIRE 0 00-20-21 ISSUED FOR PERNU 1 11-05-21 ISSUED FOR PERbIT EXISTING TOWER PIER/ 2 11-30-21 ISSM FOR PEFdR FOOTING ] 04-04-22 CLIENT COMMENTS GRADE 4 05-10-22 CLIENT CONFERS _ ----- -�- I—--- _ s 00-01-22 CLEM COMMENTS INSPECTION _ e /23 CLIENT COMMENTS WEIl —�? `_ Y 05;17/� COMMENTS CLIENT COTS " /. EXISTING ,A&E PROJECT NUMBER GROUND RING NYNYCO2239A -- 1. DfSH WIRELESS PROJECT INFORMATION I " 1 ! NYNYCO2239A 61405! MAIN ROAD, ROUTE 25 '-wr SOUTHOLD, NY 11971 NOTES: SHEEP TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TONERS. ALL MECHANICAL GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN ANTI—OXIDANT COATING. 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED SHEEP NUMBER EDITION OF ANSI/TIA 222 AND NFPA 780. G-3 TYPICAL ANTENNA CABLE GROUNDING No SCALE 4 NOT USED NO SCALE $ NOT USED No SCALE Q DISH Wlrelew L.L.C.TEMPLATE VERSION 34 — 06/11/2021 LOW BANDS (N71+N26) AWS • OPTIONAL - (N29) (N66+N70+H-BLOCK) HYBRID/DISCREET CABLES 3/4- TAPE WIDTHS WITH 3/4- SPACING ORANGE PURPLE 71 ALPHA RRH BETA RRH GAMMA RRH d s h LOW-BAND RRH PORT i 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 + SLAM - SLAM + SLANT - SLANT + SLANT - SLANT + SLANT - SLAM + SLANT - SLANT (850 MHz N26 BAND) + (700 MHz N29 BAND) - OPTIONAL PER MARKET 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 (3 GHz) ON ANT/RRH LITTLETON, CO 80120 (CBRS WILL USE YELLOW BAND) ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE p ORANGE ORANGE _ POR ORANGE ORANGE _ R ORANGE ORANGE �j�� PO - PO - PO ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID-BAND RRH RED BLUE GREEN AZIMUTH (AWS BANDS N66+N70) RED OLE RED RED BWE BLUE BLUE JPURPLE GREEN GREEN GREEN GREENADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) PURPLE P RED RED PURPLE PURPLE BLUE GREEN90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 - POR PURPLE PURPLE _ PURPLE _ PURPLE PURPLE COLOR IDENTIFIER 2 - .^�R� �A1ZE O KNEbV k HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX#t COAX #2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) t ALONG WITH FREQUENCY BANDS. EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS RED JYELLOW RED RED o oos�1A ' ALL SECTORS, BOTH LOW-BANDS AND �OFESSIORNL MID-BANDS. BLUE EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN CBRS ONLY, ALL SECTORS. '�R K McKEON EXAMPLE 3 - MAIN COAX WITH GROUND ORANGE NEW YORK LICENSED PROFESSIONAL MOUNTED RRHs. PURPLE ENGINEER-LICENSE NUMBER:095374-1 R 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 ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. LOW-BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY. RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY: PROVED BY: ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE JRF I JWS JKM RFDS REV 111: 3 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW-BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY RED RED BLUE BLUE GREEN GREEN DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 0 01-7D-21 IS1lED FOR PERMIT MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 1 11-05-21 ISSUED FOR PEW RET CONTROL IS HANDLED BY THE MID-BAND IN IN IN IN IN IN 2 11-00-21 65i1ED FOR POWRRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 3 0"4'22 CLIENT COMMENTS SEPARATE RET CABLES ARE USED WHEN Ei BLUE BLUE GREEN GREEN • 06-10-22 CLEW COMMENTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH 5 05-01-22 cLRxT caMlexLS LOW AND MID BANDS. O1/OS/TJ cUENT OONIF}RS PURPLE ORANGE PURPLE ORANGE 7 O6/t7/2S GDIf CONEI/lf A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES NYNYCO2239A PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY - DISH WIRELESS PROJECT INFORMATION LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. Nrt1rrE WHRE WHITE WHITE WHITE WHRE NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOR 61405 MA ROAD, ROUTE 25 EACH ADDITIONAL MW RADIO. RED BLUE BLUE GREEN GREEN MICROWAVE CABLES WILL REQUIRE P-TOUCH WHITE WHRE WHITE WHITE WHITE WHITE SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G-3 RF CABLE COLOR CODES NOT USED 4 DISH Wimle" LLC. TEMPLATE VERSION 34 - 08/11/2021 A9 ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION 0 ABV ABOVE INT INTERIOR desh MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR ADDL AIXXITONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM a AFF ABOVE FINISHED FLOOR UE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM eT AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE 0 AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT aLLC GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD II� ANT ANTENNA 5701 SOUTH SANTA FE DRIVE MGB MASTER GROUND BAR LITTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE II�$T APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MSC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MiL METAL AWG AMERIGN MARE GAUGE MTS MANUAL TRANSFER SWITCH � DUPLEX RECEPTACLE (� BAIT BATTERY MW MICROWAVE �LV BLOG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METETtS BLKG BLOCKING NO. NUMBER r---� FLUORESCENT LIGHTING FIXTURE(2)TWO NAPS 48-78 I F I BEAM / NUMBER L_---J EITC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE AZIMUTH BOF BOTTOM OF FOOTING OC ON-CENTER E N E3 I N E E R I N O P.C. SMOKE DETECTION (DC) SD GB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CAN ILIEVERED OPNG OPENING 90 S NYON, SUITE 104 CHG CHARGING P/C PRECAST CONCRETE PAR CUR CLFJIR CLIG SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW O G PCs PERSONAL COMMUNICATION SERVICES LED-1-2511400/51K-SR4-120-PE-DDBTXD PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x x x x COL COLUMN PRC PRIMARY RADIO CABINET COMM COMMON PP POLARIZING PRESERVING Sg OF NERy WOOD/WROUGHT IRON FENCE CONC CONCRETE C0NSTRUC710N PSF POUNDS PER SQUARE FOOT y' Y K IN�1�p- WALL STRUCTURE COMM CONSTRUCTIONPOUNDS PER SQUARE INCH t DBL DOUBLE PIT PRESSURE TREATED LEASE AREA —————— DC DIRECT CURRENT PWR POWER CABINET s PROPERTY LINE(PL) - - - - - - DEFT DEPARTMENT QTY QUANTITY `y�Fo 10 n v SETBACKS ------------------------- OF DOUGLAS FIR 09 RAID RADIUS �DFFSSIOION�� ICE BRIDGE DIA DIAMETER - RECT RECITFlER - � � v/ CABLE TRAY � REINF F�ONFORCEME DIMENSION REF R y RRMMY K McKEON NFOM WATER LINE W W W W W DWG DRAWING NEW YORK LICENSED PROFESSIONAL DWL DOWEL RE WD REQUIRED ENGINEER-LICENSE NUMBER:0953741 UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGT—UGT—UGT—UOT—UGT— EC MECRKCAL CONDUCTOR RF RADIO FREQUENCY ITRMC RIGID METALLIC CONDUIT IS A VIOLATION OF TAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER -clip-OIL-OHP_OIW--- EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRIC RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO oNr ONF ONT ORT E T ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO/POWER —UGT/P —UGT/P—UGT/P—UGT/P — END ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: QUAL SCH SCHEDULE JRF JWS JKM ABOVE GROUND POWER —AGP —AGP —AGP—AGP—AGP — EXP EXPANSION EO EPANIOR SNT SHEET ABOVE GROUND TELCO —ACT —ACT —AGT —ACT —AGr — EXi EXTERIOR SLID SMART INTEGRATED ACCESS DEVICE REDS REV #: 3 ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — EW EACH WAY SiM SIMILAR FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WORKPOINT W.P. FF FINISH FLOOR so SQUARE DOCUMENTS SS STAINLESS STEEL SECTION REFERENCE FG FINISH GRADE FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FIN STL STEEL REV DATE DESCRIPTION FUR FLOOR H(ED) TEMP TEMPORARY o 00-2n-21 ssuFn FOR PERMIT THKXX FDN FOUNDATION TMA THICKNTOWER SS MO 1 11-0-21 ISSUED FOR PBIIET DETAIL REFERENCE X_X TMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETETIN TOE NAIL 2 11 10-21 ISSIRD FOR PERK TOA TOP OF ANTENNA FOM FACE OF MASONRY 3 04-04-22 CIE]R COntMS FOS FACE OF STUD TOC TOP OF CURB 4 05-10-22 aa r RT COoRtS FOW FACE OF WALL TOP TOP OF FOUNDATION o 00-01-22 1 CRDEr caRRmS FS FINISH SURFACE CO O ot/oa/23 r 0DR omm FT FOOT TOP TOP OF PLATE (PARAPET) Y W/17/23 CLOD oaROOs TO FTG FOOTING TOW P OF STEEL A&E PROJECT NUMBER -- - - ----- - - - GA GAUGE tDw TOP of WALL NYNYCO2239A GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION TYP TYPICAL DISH WIRELESS PROJECT INFORMATION I ;! GFCI GROUND FAULT CIRCUIT INTERRUPTER S )0 6 GLB GLUE LAMINATED BEAM LAG UNDERGROUND NYNYCO2239A UL UNDERWRITERS LABORATORY J GLV GALVANIZED 61405 MAIN ROAD' ROUTE 25 LINO UNLESS 1 ite AUG ? 1 rl :� � OTHERWISE GPS GLOBAL POSITIONING SYSTEM U UNIVERSALMB I TELECOMMUNICATIONS SYSTEM U I 23 cND GROUND SOUTHOLD, NY 11971 1 GSM GLOBAL SYSTEM FOR MOBILE UPS UNRERRUPTIBLE POWER SYSTEM (DC POWER PLAIT) HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SouiholdTo-an Y� I HDR HEADER W WIDE SHEET TITLE Board o.IPJ.Si''CS HGR HANGER W/ WITH LEGEND AND _ HVAC HEAT/VENTILATION/TOR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER MR INTERIOR GROUND RING WT WEIGHT LEGEND ABBREVIATIONS GN-1 DISH Wlralas L.L.C. TEMPLATE VERSION 34 - 06/11/2021 SITE ACTIVITY R OI IREM NTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NOTES: (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: r LLC L.L.C. AND TOWER OWNER NOC do THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. 'LOOK UP- - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY COMB REQUIREMENT: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION d.*.sh THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC L.L.C. LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER-TOWER OWNER NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2, THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, Co 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN D(PERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF UFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO. BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL AZIMUTH PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ENOINEERINE3 P.C. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 90 E. HALSEY ROAD, SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF PARSIPPANY, NJ 07054 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 ��tE OF NEW 6. IF THE SPECIFIED EQUIPMENT CAN NOT'BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS SUCH CHANGE OF INSTALLATION. POSSIBLE. s �r 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 08531 AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS._ANY REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK: ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS -7 ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, j6p, K MCKEON 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED NEW YORK LICENSED PROFESSIONAL OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER-LICENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE. ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START B. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNIT IS A LESS THEY ARE NACTING L UNDER THE DIRECTION OF CONSTRUCTION. NECESSARY TO COMPLETE ALL INSTALLATIONS A UCENSED PROFESSIONAL ENGINEER, 710NS AS INDICATED ON THE DRAWINGS. To ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UNLESS SPECIFICALLY STATED OTHERWISE. UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE JRF JWS JKM FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDS REV #: 3 PROCEDURES. OF INSTALLATION. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL ENSRNG INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNED 0 00-20-21 ISSM FOR FI MT WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 1 11-05-21 ISSUM MR PEW THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S'DESIGNATED LOCATION. 2 11 70-21 ISSM MR PEMU UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE I REMOVED FROM SITE ON A DAILY 3 04-04-22 OMIT CO111E11Ia 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 4 0e-10-22 CLD1T C0MMWS REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. a 0e-01-22 Cuorr CouEula 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. e 01/03/23 CUM CWAM MS7 05/17/23 OMIT wu1o1r3 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE T---� --- - ...-.._A&E PROJECT NUMBER APPLICATION. +IF Ir i; :7i -^L` , i I i I � _ ;Y.s i - r-,,i NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR ;ISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. I��I ' "j I NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF AuG J 61.405�MAIN ROAD, ROUTE 25 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL SF4OUTHOLD, NY 11971 j F 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 7 J �'�Tman I SHEET TITLE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS --�. �_csearLiafTniees GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. G N-2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wlralue L.L.C.TEMPLATE VERSION 34- 08/11/2021 CONCRETE. FOUNDATIONS, AND REINFORCING STEEL; MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. ACI 336. ASTM A184, ASTM A185 AND THE DESIGN 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET • AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 EXTERIOR LOCATIONS. r psf• 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR '111110 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR d.sh MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS.TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTTAND CEMENT WITH A Y7. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. 5701 SOUTH , CO FE DRIVE MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITTLETON Co 80120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWD SHALL CONFORM TO ASTM A185. ALL 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS 'B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless LLC LLC.'. #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. #5 BARS AND LARGER 60 k9i 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3• • CONCRETE EXPOSED TO EARTH OR WEATHER: . #6 BARS AND LARGER 2• AZIMUTH #5 BARS AND SMALLER 1-1/2• ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4" 90 E. HALSEY ROAD, SURE 104 • BEAMS AND COLUMNS 1-1/2' PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4- CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE y��<E°NEWJo FEDERAL„ STATE, AND LOCAL CODES/ORDINANCES. .g�'' 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. s 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. �Op 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF gOFEssIOL+N4 _ THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22.000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE ' RE . K McKEON RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE NEW YORK LICENSED PROFESSIONAL GOVERNING JURISDICTION. ENGINEER-LICENSE NUMBER:095374-1 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2- PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. OF A LICENSED PROFESSIONAL ENGINEER.To ALTER THIS DOCUMENT. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RAT VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY:APPROVED BY: ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. JRF JWS JKM B. 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 TIC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 0 09-20-21 ISSM FOR PERU 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 1 11-05-21 ISSUIM FOR PMU BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 2 11-30-21 mvm FOR POW 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND 3 0E-06 22 CUM CO1 MDM NEC. 4 0e-10-22 CUDfr OOMMM 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR a 0e-01-22 elallr common EXPOSED INDOOR LOCATIONS. a w/os/a2 OLw CMNM M 16. ELECTRICAL METAWC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. r -------- 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/909 AND ALL, APPROVED ABOVE ; r ��n/z' eaeons c�Fr GRADE PVC CONDUIT. N } L ^E�:_ f: F L E:�:I[A&E PROJECT NUMBER 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTIE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION (�+ tGt NYNYCO2239A METALLIC OCCURS OR FLEXIBILITY IS NEEDED. ,`q;SHjIiNIRELESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETn NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. U e �0 ;61405 MAIN ROAD, ROUTE 25 N20.EC. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE I ` �SOUTHOLD, NY 11971 21. WIRE WAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 11 - o :f T�slee; 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). '. -- - -- -f SHEET TITLE 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE GENERAL NOTES DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SHEET NUMBER MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. EC SHALL BE YED FINISH GRADE TO PREVENT ORNDD OR DIRT FRENTERING. ONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON USNGONISDE AGALVANIZ D GN-3 DISH Wirdw LLC.TEIAPLATE VERSION 34- 06/11/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES-S) SHALL d.*.sh BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR r GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO � ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. -LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS 5701 SOUTH FE DRIVE WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS LITfLEfON, COCO 80120 EQUIPMENT. S. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. �^1 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY AZIMUTH SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ENGINEERING R.C. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL tE OF NEy 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND yt v KM yoq 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. r 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR "oP° oas3�°moo SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL "OFEssIDe�� CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. j'&6 Y K MCKEON 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4- NEW YORK LICENSED PROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3' TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINEER-LICENSE NUMBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE U IT IS A NLESS THEY ARE NACTING L UNDER THE DIRECTION N, TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS.GROUNDING RING, TO THE EXISTING GROUNDING 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 DRAWN BY: CHECKED BY:APPROVED BY: (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 09-2D-21 SSIED FOR PERIff 1 11-05-21 ISSIED FOR PERW 2 11-70-21 ISSUED FOR POW 3 0{-0{-22 CLENr C010ENiS 4 05-10-22 CLDR COIEENIS 5 00-01-22 CLDIT COMMENTS 5 011031M C1DR COIIIIl70S 7 05/17/23 UDR CONEMS A&E PROJECT NUMBER NYNYCO2239A DISy WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 I SOUTHOLD, NY 11971 jL----------— J So:ar:.; _88S:�ti t;,rSEEBS--- _ S SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Whales LLC.TETAPLATE VERSION 34 - 06/11/2021