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Home My WebLink About1000-15.-9-8.1 OFFICE LOCATION: O�*rjF SU(/j�,OlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �c Southold, NY 11971 �pQ Telephone: 631765-1938 coUNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date January 28, 2019 Re: LWRP Coastal,Consistency Review for ZBA File MGH ENTERPRISES INC/T-MOBILE #7274 SCTM# 1000-15-9-8.1 MGH ENTERPRISES INC/T-MOBILE#7274 - Request for a Variance under Article XIII, Section 280- 56; and based on an application for a permit to collocate a wireless communications facility on subject property at: 1) less than the code required minimum side yard setback of 25 feet; located, at: 40200 NYS Route 25, (Adj. to Gardeners Bay) Orient,NY. SCTM# 1000-15-9-8.1 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,the proposed action is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney t, BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �� F $®��y® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,, Robert Lehnert,Jr. a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�/�c®U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 �p EC � � December 26, 2018 DEC 2 7 2 U,� Mark Terry, Principal Planner Southold iolm LWRP Coordinator Planning Board Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref.No. # 7274 - MGH Enterprises Inc./T-Mobile Dear Mark: We have received an application for co-location on an existing wireless facility in Orient. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairp s n By: Encl. Survey : Michael K. Wicks Dated : December 5, 2018 _.._.._ w.,w..,r.<...... .<nr-,•: .^ ........�.'"`'..........a-.'._y.,._ _ ._ _.•- '1_"'c....y.._ •+:t - t`m• t1 T. -�_-..__._.�.__,-'"-.. .,.—_-r..�.. ,.<a .......n`-"^'.. Fx•_a. 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I-_�. az.�•.,.-. 1 1 - Fee;$ Filed By: AssignmentNo. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 40200 Street Main Road Hamlet Orient SCTM 1000 Section1 5 Block 9 Lot(s) 008.001 Lot Size 4.55 Zone- Mll I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED TBD BASED ON SURVEY/SITE PLAN DATED In process of additional revision per Town Owner(s): MGH ENTERPRISES INC MailingAddress: PO BOX 333,ORIENT NY 11957-0333 Telephone; 631-926-3736 Fax: Email: obtsr@aol.com NOTE:In addtlioa-to the nbuve:please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Bryan Felton for( )Owner(x)Other: Applicant Address: 155 Carleton Avenue,East Islip,NY 11730 ; Telephone: (631)581-8105 ,Fax-, (631)581-8205 Email: bfelton@hi-qhlande(ine.com Please check to specify who yeti wish correspondence to be malted to,from lite above names.- ( )Applicant/Owner(s), ames;( )AppIicant/Owner(s), (x)Authorized Representative, ( )Other Name/Address below: . WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED FOR: (x)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction (x)Other:Planning Approval//ZBA Approval Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: ( }A Variance to the Zoning Code or Zoning Map. { }A Variance due to lack of access required by New York Town Law-Section 280-A. O Interpretation of the Town Code,Article Section (x)Reversal or Other setback variance&Application for T-Mobile collocation f A prior appeal( ) has, (x)has not been made at any time with resect to this property, UNDER Appeal No(s). Year(s). .(Please be sure to research befam completing this question or call our officefor assistance) Name of Owner: ZBA File# Name of Owner: Z13A File# REASONS FOR APPEAL(Please be speco7c, additional sheets maybe used with preparer's stgnature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: Currently there is an existing telecommunications facility which houses AT&T as well as Verizon.T-Mobile's application would simply be a collocation to the already existing facility. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: Applicant is proposing additional space from what the existing collocators have already constructed. 3.The amount of relief requested is not substantial because: T-Mobile's proposed equipment will fall within general conformance to what is already existing. 4.The variance will NOT have an'adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: T-Mobile's application would simply be a collocation to the already existing facility. 5.Has the alleged difficulty been self created? { }Yes,or{}No Why: N/A Are there any Covenants or Restrictions concerning this land? {x}No (}Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the comtnunity. "0*/ Signature of Appycpdt or Authorized Agent .�,y� (Agent must submi en Authorization from Owner) of� chi 2r0— day' Z'�l-I%- ry bli JENNIFER,b4.N0HUE Notary Public-State'of New Yolk; No. 011308211094 , Otyalined in Suffolk County ejI ^nmmission Expires 09/08120_, APPLICANT'S PROJECT DESCRIPTION APPLICANT: T-Mobile Northeast,LLC DATEPREPARED: 11/30/18 1.For Demolition of Existing Building Areas Please describe areas being removed: Not Applicable II.New Construction Areas(New Dwelling or New Additions/Extensions)- Dimensions of first floor extension: Not Applicable Dimensions of new second floor: Not Applicable Dimensions of floor above second level: . Not Applicable. .Height(from finished ground to top of ridge): Not Applicable Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: Not Aooliggbie III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations; Not Applicable Number of Floors and Changes WITH Alterations: Not Applicable IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1 Proposed increase of building coverage: Square footage of your lot: $ Percentage of coverage of your lot by building area: - ,.131. } V.Purpose of New Construction. T-Mobile proposed to add antennas within the existing concealed tower in addition to proposing to install ground related equipment that will power the site as per the dnclosed.plans. T VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Proposal was designed in a way to minimally impact the existing site characterlsticsso not to encroach on the usable space within the property. Please submit S sets of photos,labeled to show different angles of yard areas after stalaing corners for new construction,and photos of building area to he altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes x No B. Are there any proposals to change or alter land contours? _Z _No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? Not Applicable 3.)Is the property bulk headed between the wetlands area and the upland building area? Yes 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?NIA Please confirm status of your inquiry or application with the Trustees: NIA and if issued,please attach copies of permit with conditions and approved'survey, D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NIA E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey. 1. Please list present use or operations conducted at this parcel MIN:Marina 11 Piher:Telecommunications and the proposed use No change (ex:existing single family,proposed:same with garage,pool or other) Authorized sign re and Ifate r AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: T'Iris form must be completed by floe applicant for any special use perrn14 siteplan approval,use variance,area variance or subdivision approval onproperty within an agricultural district OR within 500 feet of a farm operation located In an agricultural district, All applications requirntg an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239nt and 239n of the General Municipallatt. 1, Name of Applicant: T-Mobile Northeast, LLC 2. Address of Applicant: 5 ,,D. at River, NY 11739 3. Name of Land Owner(if other than AppIicant): MGH ENTERPRISES INC 4. Address of Land Owner: PO'BO)(,�,,;;'1RIENT NY 11957-0333 _ 5. Description of Proposed Project: Applicant proposes to collocate on existinq telecommunications facility by installing antennas and ground related equipment as per plans submitted herewith. 6. Location of Property:(road and Tax map number) 40200 Main Road,Orients NY 11957;,Parcel Number: 1000-015-00-09-00-008-001 7. Is'the parcel within 500 feet of a farm operation?{ }Yes {x}No 8, Is this parcel actively farmed? ()Yes (x}No % Name and addresses of any owner(s)of land within the agricultural district containing active faun operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staf4 it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS I. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) /`� 3b 4gg-nature ofApplica Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost For mailing shall be paid by the Applicant at the time the application is submitted for review. Short Environmental Assessment Form Part I -Project Information Instructions for Comnletin� Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency,attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information 5 Name of Action or Project: Orient AT&T Tower/L1138620 Project Location(describe,and attach a location map): 40200 Main Road,Orient,Suffolk County,NY 11957 Brief Description of Proposed Action: Proposed installation of three panel antennas at a centerline height of 75 feet above ground level within an existing 89-foot stealth monopole tower, Support equipment to be installed on a proposed 15-foot by 18-foot raised steel platform,to the north of the existing tower.Coaxial cables will be routed from the lease area in a southerly direction to the existing tower.Based on information provided the facility Q.e.associated support equipment)will be elevated at least one-foot above the base flood elevation.(See No 16 Below) Name of Applicant or Sponsor: Telephone: 631-581-8205 T-Mobile c/o Wiresless Towers,LLC E-Mail: jmooney@highianderinc.com Address: 3550 Sunrise Highway City/PO: State: Zip Cade: Great River NY 11739 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2, 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ Wetlands Approval(Town of Southold Board of Trustees), Tidal Wetlands Permit(NYSDEC),Special Exception Permit(Town f of Southold) 3.a.Total acreage of the site of the proposed action? <1 acres b.Total acreage to be physically disturbed? <1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? <1 acres 4. Check all land uses that occur on,adjoining and near the proposed action. O Urban O Rural(non-agriculture) O Industrial O Commercial ®Residential(suburban) ®Forest ❑Agriculture ❑Aquatic ®Other(specify): Telecommunications Facility OParkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ 0 a b.Consistent with the adopted comprehensive plan? 0 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Name:Peconic Bay and Environs.Reason:Protect Public health,water.vegetation.&scenic beauty. Agency:Suffolk County,Date:7-12-88 ❑ Q 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES a ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ 171 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ❑✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: El ❑ Action will not exceed the state energy code. 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑✓ ❑ Potable water not required for proposed action. Actlon is an unmanned telecommunications facility. 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: a ❑ Wastewater treatment not required far proposed action. Action is an unmanned telecommunications facility. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ 171 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 21 0— Freshwatmr Forested/Shn,h Wetland npnrnximately 150 feAt west of the Project Site and Estuarine and Madne Deepwater Wetland approximately 70 feet northeast of the proposed Project Site. Note:Project located In NYSDEC Wetland Checkzone, however,site is undeveloped area,no hydric indicators and no hyddo soils were observed on the Project Site. 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: QJ Shoreline 21 Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland El Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES H 14 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a.Will storm water discharges flow to adjacent properties? F]NO ❑YES b.Will storm water discharges be directed to established conveyance systems(iunoff and storm drains)? If Yes,briefly describe: ONO ❑YES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ 0 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: 7 I AFFIRM THAT THE INFORiVIATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:T-Mobile c%Wiresless Towers,LLC Date: December 5,2618 Signature: Tama Troutman,EBI Consulting PRINT FORM Page 3 of 3 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Etwes prohibits convicts of interest on the part of town officers and employees.The puruose of this form is to provide Information which can alert lho town of possible conflicts of interest and allow It to taite_wlta_lever action is necessary to avoid same. t YOUR NAME: S a-p 9 (Last name,first namd,middle iai"al,unless y u are applying In the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION;(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO _, If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/ageut/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant Is a corporation) B)the legal or beneficial owner of any interest In a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of� Signature Print Name l � i JENNIFER DONOHUE .> - NotaryrPoub010082110,c.state-of NOWY ' --i pyatltled in SutfOlk County Commission Expires 09l08f20� APPLICANTIOWNER TRANSACTIONAL DISCLOSURE FORM The Town of Sonthold's Code of Xthics prohibits conflicts of interest on the part of town officers and employees.The nurnose of this form is tprovide information which cai alart the town of-possible conflicts of interest and allow__if'to take whatever action is necessary to avold some, YOURNAME• .0L r- - List, •(Last name,first name,middle initial,unless you are applying In the name of someone else or other entity,such as a company.Uso,indicate the other person's or company's name.) TYPE OF APPLICATION.(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) _ Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest",means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation In which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and bate below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant(agent/representative)and the town officer or employee. Either check the appropriate line,A)through D)and/or describe In the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSMP Submitted this -5- day of ,20J Signature Print Name t POSERT 1.SCOTT,JR. i Notary public,State of b'ewYark Qualified in Suffolk%Cu'ty No.Oi SC4125rj&q Term Eypires May 31,x_ r Roard of Zoning Anneals Application .AUTHORIZATION (Where the Applicant is not the Owner) Robert Haase residing at PO BOX 333,ORIENT NY 11957 (Print property owner's name) (Mailing Address) do hereby authorize T Mobile Northeast,LLC - - (Agent) to apply for variance(s)on my behalf from the Southold.Zoning Board of Appeals.' (Owner's Signature) Robert Haase {Print Owner's Dame POSERT 1.SCdTT,.}#�. I Notary Public,State of 4v York { Qualified in Suffolk County No.01 SC-472505 Tenn Expires May 31, Z� i , Town of Southold LWRP CONSISTENCY ASSESSMENT FORM & INSTRUCTIONS _ 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront-Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions,inchiding Building Permits and other ministerial permits not located withtn the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town 3. If any question in Section C on this form is answered "yes" or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- sunportins;facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy ofthe 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# 15 09.00 _ . 008.001 PROJECT NAME T-Mobile Site name:Orient AT&T Tower,T-Mobile Site ID number: L113882D The Application has been submitted to(check appropriate response): Town Board ; ❑ Planning Board R1 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: a Nature and extent of action: Applicant proposes to collocate on existing telecommunications facility by installing antennas and ground related equipment as per plans submitted herewith. Location of action: 40200 Main Road,Orient,NY 11957 Site acreage: 4.55 Present land use: Mil (Marina);Telecommunications Facility Present zoning classification: MI1 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: T-Mobile Northeast, LLC C/O Highlander Consultants (b) Mailing address: 155 Carleton Avenue, East Islip,NY 11730 (c) Telephone number.Area Code( ) 631-581-8105 (d) Application number,if any: 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 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 ElYes ❑ No F Not Applicable 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 Q Not Applicable 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 F] No N Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP-Section III —Policies Pages 16 through 21 for evaluation criteria ❑Yes ❑ No 0 Not Applicable 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 0 Not Applicable 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 0 Not Applicable Attach additional sheets if necessary Policy S. 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 n Not Applicable 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. ❑ Yes❑ No 0 Not Applicable 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 0 Not Applicable, Attach additional sheets if necessary Policy It. 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 0 Not Applicable 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 0 Not Applicable 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 X❑ Not Applicable PREPARED By Bryan Felton TITLE Project Manager DATE 11/26/2018 Amended on 811105 T T rvi t) B I L E N O T H EAS T L L T GAEATR VER NY II739 LC GR SUNRISE HIGHWAY VV LI 1 3882Dm_ Z = m� ORIENT AT�T TOWER � o¢�� Z ' SUBMITTALS DATE DESCRIPTION REVISION U/14/18 FOR PEN G 40200 MAIN ROAD 14/OS/1B RLVISEO PER PY 1 12/13/1B pEVISEO PER PERmaPEAYR 3 ORIENT, NY 11957 (707B GROUND 6102 MUAC CONFIGURATION) R� GATE APP'D REMSONS RF MAN ZONING OPS VICINITY MAP GENERAL NOTES PROJECT SUMMARY SDNAR SDE AC cG ' - ° • `�"°`kA r - 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF SITE NUMBER: U13882D APPLICANT: T-MOBILE NORTHEAST LLC PROJECT NO 544-002 tea,. ALL LAWS, ORDINANCES RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER 3500 SUNRISE HIGHWAY D BMM """' ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS GREAT RIVER, NY 11739 D MPS • SITE ADDRESS: 40200 MAIN ROAD COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. ORIENT, NY 11957 T-MOBILE DEVELOPMENT CHRISTOPHER SCHAAF WORK. THE WORK PERFORMED ON THE PROJECT AND THEMANAGER: (631) 398-3399 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT PROPERTY OWNER: M.G.H. ENTERPRISES INC MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY 40200 MAIN ROAD PROJECT MANAGER: HIGHLANDER CONSULTANTS A ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. ORIENT, NY 11957 \ RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 155 CARLEfON AVENUE , t HAASE ROBERT 2.THE ARCHITECT ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR T / EAST [SUP, NY 11730 J` FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. TOWER OWNER: AT&T WIRELESSLa CONTACT BRYAN FELTON r a COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY -"_ IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR (631) 581-8105 - SITE PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE -a ® ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT r WORK BY THE ARCHITECT ENGINEER, THE STATE, COUNTY, OR LAT. LONG.: N 41' 9' 9 3126" W 72' 14' 39.0546' ARCHITECT/ENGINEER: INFlNIGY ENGINEERING �s ��. _oI`M, ..•:,% EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND LOCAL GOVERNMENT AUTHORITY. / / 7 .� IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE 1033 WATERVLET SHAKER ROAD Q CONSTRUCTION TYPE- IIB ALBANY, NY 12205 OF'E DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO i{ USE GROUP: U CONTACT: MAGGIE STEVENS " �✓`` 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, ,�....P�r `a'~ OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF (518) 690-0790 PROFESSIONAL SEAL °°ew f ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY f y_ `, - � co HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE THIS DOCUMENT IS THE CREATION, SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PROPERTY. SHEET INDEX OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR PROJECT DESCRIPTION DESIGN,PROPERTY AND COPYRIGHTED ti 1. SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERA_ WORK AREA WORK OFT-MOBILE ANY DUPLICATION DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINETS) ®OUTDOOR SHEET DESCRIPTION REVISION OR USE WITHOUT EXPRESS WRITTEN �'+ r OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT El EXISTING LATTICE TOWER El EXISTING RBS 6201 []INDOOR T-1 TITLE SHEET 2 CONSENT IS STRICTLY PROHIBITED. f V. 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE El EXISTING TRANSMISSION TOWER ®PROPOSED 6102 ❑PROPOSED l'3 MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LEFT IN CLEAN CONDITION AND FREE FROM PLANT SPOTS, CONCRETE PAD 0, NOR1 LABOR DEEMED NECESSARY TO COMPLETE THE WORK PROJECT ❑EXISTING BILLBOARD ❑EXISTING WESTELL Z-1 SITE PLAN 2 / DUST, ORSMUDGES OF ANY NATURE. NOTE IF DRAWINGS ARE 22°x34',USE AS DESCRIBED HEREIN. ❑EXISTING ROOFTOP ❑SITE SUPPORT KR PROPOSEDO' 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLE STEEL PLATFORM GRAPHICAL SCALE ED SCAIIOR 1/2 TIMES �;seCIH, 5.THE CONTRACTOR SHAT VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ❑SITE SUPPORT CABINET ®PROPOSED PPC C-1 SITE PLAN 2 OF THE NOTED SCALE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. ❑EXISTING FORT WORTH El PROPOSED GPS ❑PANEL-BOARD C-2 COMPOUND PLAN & ELEVATION 2 HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE C-3 EQUIPMENT DETAILS 2 SffE NUMBER: PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE L113882D DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS. WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT T-MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION OF AN UNMANNED C-4 EQUIPMENT SPECIFICATIONS 2 DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR WIRELESS BROADBAND UNITS ADDITION OF PROPOSED PANEL ANTENNAS,EQUIPMENT C-5 EQUIPMENT SPECIFICATIONS 2 SffE NAME CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT (9) RTFO , BR TMA LES, PS AND 10 ICE BRIDGE, STEEL PROPOSED C-6 APU SCHEMATIC & DETAILS 2 ORIENT AT&T TOWER CONDITIONS ON THE JOB SITE AND SHAT IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE PLATFORM, HYBRID CABLES, GPS AND 6102 CABINET WITHIN PROPOSED NOT CLEARLY DEFINED BY THE CONSTRUCTION LEASE AREA C-7 GENERATOR DETAILS 2 40200 MAIN ROAD ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING REPRESENTATIVE ORIENT,NY 11957 WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWINGS/CONTRACT DOCUMENTS 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ELECTRICAL SITE PLAN 2 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS - PROPERTY LINES, ETC., ON THE JOB. E-2 ELECTRICAL DETAILS 2 SHEET TITLE ACCORDING E THE MANUFOTHERWISE RHEELOCAL C SPECIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 GALL: UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR 'GAIL BTS YOU DKr ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. WWyD99MIFIEYNEWFCIRICCOM G-1 GROUNDING AND POWER DIAGRAMS 2 TITLE SHEET CALL 611%OR 110082-7962 G-2 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 2 SMEiY PR UMM SPALL BE fi A YY DMFrF=ML TRNGOG N AMMON E SIM LIIRIEIR GM COLOR CODE FOR UTILITY LOCATIONS N-1 GENERAL AND ELECTRICAL NOTES 2 SHEET NUMBER ELECTRIC - RED SEWER - GREEN S1 Z& SEDIMENT S11 PLATFORM ETAILSES 2 GAS/OIL - YELLOW SURVEY - PINK TEL/CAN - ORANGE PROPOSED EXCAVATION - WHITE T-1 WATER - BLUE RECLAIMED WATER - PURPLE GENERAL SITE NOTES: " 13 � !—ER Sy h�' eCl 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT — BILR —LLG BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN 3=)SAY GREA1739 WAS OBTAINED FROM INFORMATION PROVIDED IO OTHERS PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. ^^�� 2 BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION W 3 CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION o A 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF ADVERTISING EXISTING z m,o GARDNER'S B` J 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL 1 Q 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS L� o 0 DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE EXISTING WOODEN OUTDOOR STORAGE OR ANY SOLD WASTE RECEPTACLES MARINA DOCK (TYP.) B. UTILITIES SHOWN ON PIAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPDON REVISION EXISTING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR oe/u/'B MR P 7 o PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT 12/m/te REMSEU PER PUTNRM 1 LEAST 48 HOURS PRIOR TO COMMENCING WORK 12/13/te RENIsw PER PERMR Z 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN 12 MONTHS OF CESSATION OF OPERATIONS EXISTING WOODEN MARINA DOCK (TYP) �/ EXISTING BEACH \. SITE LEGEND SITE PROPERTY LINE STREET OR ROAD DEPT DARE APPO REMSIONS �/- �\ •\� RR EXISTING RESTAURANT & "/" CHAIN LINK FENCE RF R MARINE FUELING STATION -/" EXISTING WOODEN ZONING RETAINING WALL (TYP.) `,\`. �--oo- OPAQUE WOODEN FENCE COops NSUL WE�c -/" PROPOSED T-MOBILE W-6X 17=0'RAISED STEEL -� TREES/SHRUBS EOUIPMENT PLATFORM WITHIN PROPOSED 1 PROJECT NO 544-002 14'-0'X18=0LEASE AREA W/OVERHEAD ICE CANOPYTREE LINE D BMM �/ (FOR ADDITIONAL INFORMA710N, REFER 70 PAGES S7-S11) C-2 C e MPS EXISTING BAY s 3 -i''�=A 1� UTILITY POLE ---.-APPROXIMATE LINE /.-/ r X116''. I \ (E) EXISTING Po �'�• STF��yp, S (N) NEW 2up \ °" ) X IS °' \ /� ,� \ (P) PROPOSED I F w ( ) FUTURE "/--/" ', i1.•�'" '�'' � C to O A i EXISTING / ,/- ./' . MONOPOLE TOWER / PARCEL KEY o\A 0 10910 EXISTING ROCK 1 PROPERTY OWNER MGH Rp�`ESSIONP� ENTERPRISES INC _ PARCEL ADDRESS: 40200 MAIN WALL (TYP.) PRO ONAL SEAL , EXISTING FENCED ,i' ROAD ORIENT, NY 5 X462' ' \ EQUIPMENT COMPOUND "/ TAX ID' 1000015000900008001 ACREAGE 4.73 THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED \ -�- WORK OF T•MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN APPROXIMATE LOCATION\ _-STAB PARKw CONSENT IS STRICTLY PROHIBITED.OF EXISTING TREE LINE NOTE:IF DRAWINGS ARE 22°x34°,USE GRAPHICAL SCALE AND/OR 1@ TIMES OF THE NOTED SCALE. EXISTING SITE NUMBER: 00 STORAGE BUILDING L113882D IT NAME.TOWER EXISTING ASPHALT ORI PARKING LOT 40200 MAIN ROAD EXISTING TRANSFORMER, ORIENT,NY 11957 METER AND DISCONNECT SHEET TILE SITE PLAN GRAPHIC SCALE: NOTE BASEMAPPING IS BASED ON AERIAL 20' 10' 0 101 201 SHEET NUMBER PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, 'I, 1 SITE PLAN DATED 02/21/17 AND A SITE WALK COMPLETED ` -- SCALE: AS NOTED 11 BY INFlNIGY ON 03/15/18 AND DOES NOT NORTH SCALE (1107): 1 = 20'-0" Z°1 REPRESENT AN ACTUAL FIELD SURVEY. SCALE (2204): 111 = 101-0" FOORE INFORMATION PERTAINING TO UR MGENERAL SITE NOTES Jam- o �mobfl - THE PLATFORM DESIGN, REFER TO 1LU1llUliL OU SURVEY OF THE HOST PARCEL HAS NOT T-MOOIL¢NORTRWTLLC 'PLATFORM DESIGN REPORT,' COMPLETED BEEN PERFORMED BY INFlNIGY. BOUNDARY INFORMATION IF SHOWN GREATRNISE HIG AY PROPERTY BY INFlNIGY, DATED 12/05/18. S SUBJIM WAS ECT TO AINED�ALLMEASEMENTTSINFOROOVIDED AND RRESTRICTIONS OFBY OTHRRECO D. 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION W \ 3 CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION c POTENTIAL ROUTE OF NATURAL , N g GAS UNE FROM MAIN ROAD \ 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF t ADVERTISING Z \� / 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z #u \\ LPARKINGLOT N � NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL e OT 6. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. e\ 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE z OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. //_ , _ 8. UTILITIES SHOWN ON PIAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS �tXISTING \e �_ -- AND FIELD LOCATION OF VISIBLE SURFACE FEATURES. THE DATE DESCRIPTION REVISION GRASSY AREAS \ i'- EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED.ANY CONTRACTOR 0°/e5�18 FDR PERNR D ` i'�� ROPOSED T—MOBILE PLA TFORM SUPPORT PIER \�'� PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT +z/1S/1B REVVED PER PUTFORY i (FOR MORE INFORMA7ION SEE'SHEETS Sl—Sl 1) LEAST 40 HOURS PRIOR TO COMMENCING WORK z/u/+e REVISED PER PERYR z 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN PROPOSED T MOB/LEe \ 12 MONTHS OF CESSATION OF OPERATIONS C-5 3 EXISTING RELOCATED OR NEW SHRUBBERY 3 M\N. ACCESS GALE �\ \ C-6 AS REQUIRED(TYP. OF(5) TOTAL) �1- SITE LEGEND PROPOSED T-MOBILE ACCESS STAIRS(FOR 3 PROPOSED T-MOBILE 14'-0' �,��,\ l MSE INFORMATION, SEE StlEE15 S1-S11) SITE PROPERTY LINE TALL FENCE EXTENSION(10 �� PROPOSED T-MOBILE 12'--6X 17=0' RAISED STEEL MATCH M77NG FENCE) \ ��l ` 1 \ EQUIPMENT PLAIFORM 107H/N PROPOSED \`� STREET OR ROAD DEF DNre MP'D RENSIDNS RFE 14=0'X18'-0 LEASE AREA W/OVERHEAD ICE CANOPY C-2 CHAIN LINK FENCE RF MAN (FOR MORE INFORMATION, SEE SHEETS Sl-Sl l) ZONING OPAQUE WOODEN FENCE S oOP ONSTR EXISTING RETAINING TREES/SHRUBS STE a WALL (TYP) PROJECT NO 544-002 � \ '=d,�• • ,t.aAy y.y - �-v-�"`�-.� TREE LINE DRAWN BY BMM EXISTING GRAVEL (TYP) \ CHE MPS EXISTING UTILITY POLE SAND LOT o' -t\ \• 1 EXISTING CARRIER RAISED (E) EXISTING S )'0 Ji TEEL EQUIPMENT PLATFORM S STE(� N NEW % EXISTING SHRUB TO BE RELOCATED TO EDGE ,• ,`` ;$ \ EXIST7NG GRADE 70 BE LEVELED AND GRAVELED ` p OF PROPOSED T-MOBILE COMPOUND \ \ -- G Yt \ -'\ _ , '"• \ UPON L10MPLE7ION OF CONS7RUC710N ( ) PROPOSED e EXTENSION OR REMOVED (TYP OF (5) TOTAL) \- �';•_,, � • ,6.i�1, (F) FUTURE r I w � PROPOSED T-MOBILE lCE :'\ ti}. }�;.` �,�^ �\ r e ) Ljj i BRIDGE 70 BE ROUTED BELOW \ :;\\ e \ EXISTING CARRIER FENCED l• C-5 EXISTING CARRIER lCE BRIDGE \ � ;\ 't; .�t EQUIPMENT COMPOUND :`\ �•�• A�STti�t ..\ s..�. EXISTING CARRIER RAISED PROPOSED T-MOBILE(18) 718'COAX \ sS.Yt\\ .•`` `\\ STEEL EQUIPMENT PLATFORM S L CABLES 70 BE ROU7ED FROM PROPOSED . :,\, • r Y;. I EOUIPMENT CABINET 70 PROPOSED AN7ENNA THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. " EXISTING EXISTING ACCESS GATE (TYP) 3' \ NOTE:IF DRAWINGS ARE 22z34',USE }1` GRAPHICAL SCALE AND/OR 112 TIMES e JOU` EXISTING STEALTH OF THE NOTED SCALE �- ` APPROXIMATE LOCATION MONOPOLE TOWER M1� v SITE NUMBER: OF EXISTING TREE LINE 3-�0 L113882D ` EXISTING CARRIER ICE SITE NAME: � � BRIDGE (TYP) (ABOVE) LEXISTING ORIENT AT&T TOWER APPROXIMATE LOCATION OF \ BEACH 40200 MAIN ROAD EXISTING PROPERTY LINE EXISTING ROCK ORIENT,NY 11957 WALL (TYP.) I L SHEET TITLE e SITE PLAN ' GRAPHIC SCALE: NOTE: 20' 10' 0 10' 20' SHEEP NUMBER BASEMAPPING IS BASED ON AERIAL 1 SITE PLAN PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, DATED 02/21/17 AND A SITE WALK COMPU=TED NORTH -- SCALE. AS NOTED „ C.' BY INFlNIGY ON 03/15/18 AND DOES NOT SCALE (11x17): 1 = 20-0 REPRESENT AN ACTUAL FIELD SURVEY. SCALE (22x34): 1" = 10'-0" In 13mobfie FOR MORE INFORMATION PERTAINING TO FOR MORE INFORMATION PERTAINING TO THE r. BILEN—HI�r«e THE PLATFORM DESIGN, REFER TO TOWER STRUCTURE, REFER TO PASSING 3500SUNRISEHICHWAY 'PLATFORM DESIGN REPORT; COMPLETED "STRUCTURAL ANALYSIS REPORT; BY INFlNIGY, DATED 12/05/18. COMPLETED BY INFlNIGY, DATED 08/01/18. NOTE: EXISTING CARRIER PANEL PROPOSED T-MOBILE INSTALL TO BE FLUSH WITH ANTENNAS (TYP) EXISTING INSTALL AND MEET EXISTING PROPERTY SET S n N N g BACKS. EXISTING SET BACK BASED ON PROVIDED v DRAWINGS COMPLETED BY WFC, DATED 02/21/17. > ° ROPEDOSID T-MOBILE EQUIPMENT TO BE INSTALLz a" (TYP PER SECTOR, (3)SECTORS TOTAL): o PROPOSED T-MOBILE 3 (1)RFS APXVFWWI2X-C-NA20 ¢o ACCESS GATE C-5 (2) /MAS o 1 PROPOSED T-MOBILE SILT FENCE • (6) 7/8'COAX CABLES Z N-2 70 BE INSTALLED AS REQUIRED EXIS77NG GRADE TO BE LEVELED AND GRAVELED UPON COMPLE17ON OF CONS7RUC17ON u SUBMITTALS EXIS77NG T-MOBILE PLATFORM DATE DESCRIPTION REVISION SUPPORT PIER(SEE SHEETS Sl-Sll) EXISTING RETAINING 12/15/18 nMSED PER von PEan D 1, WALL (TYP) 12/13/18 RMSO PER PERYIf 2 PROPOSED T-MOBILE ACCESS STAIRS(REFER TO SHEETS S1-Sll FOR MORE INFORMA770N) PROPOSED T-MOBILE PLATFORM LIGHT(TYP r rr PROPOSED T-MOBILE 12'-6"X 17=0'RAISED r'' STEEL EQUIPMENT PLATFORM INTHIN PROPOSED OF(4) TOTAL)(TO COMPLY W7H DARK r r \ 14--0'X18-OIEASE AREA W/OVERHEAD ICE SKY LAW AND LOCAL MUNICIPAL CODE) \\ �J/ rrr�,r -� \ \ CANOPY(SEE'SHEETS S1-Sll) I DEPT DATE APP'O REVISIONS CD RFE RF MAN \ 1 PROPOSED T-MOBILE(9)RRUS TO ROPOSED T-MOBILE(18) 7/8'COAX CABLES ZONING BE MOUNTED ON PROPOSED 3 H ¢ 10 BE ROUTED FROM PROPOSED EQUIPMENT OPS PROPOSED T-MOBILE PPC 3' H-FRAME; (6)RRUS-11 84 AND in I CABINET 70 PROPOSED ANTENNAS CONSTR E-2 EQUIPMENT CABINET �T ; (3)RRUS-11 B12(7)P. OF(3) C-4 SIN AC PER SECTOR, (3)SECTORS 707AL) o II PROJECT NO 544-002 DRAWN BY 8MM EXIS77NG RELOCATED OR NEW \� o Z CHEC MPS 3 SHRUBBERY AS REQUIR �� 00 1 0 I EXISTING STEALTH C-6 (TYP. OF(5) TOTAL) ; I MONOPOLE TOWER �!�/�S ST E �u � o PROPOSED T-MOB/LE METER POTENTIAL ROUTE OF Ci rn ON PROPOSED H NATURAL GAS LINE \ -FRAME X EJ FROM MAIN ROAD \ O N \\ o ZE PROPOSED T-MOBILE a 1 PROPOSED T-MOBILE 6102 25KW DELTA DCo C-4 EQUIPMENT CABINET o \ DIESEL GENERATOR C-7 a I s o NN F� Flo ti� PROPOSED T-MOBILE(18) 7/8'COAX CABLES ,� \ 1 yr =/ t 70 BE ROUTED FROM PROPOSED EQUIPMENT �``/) !;` } � ¢" � I �� PROPL�St©NA� L CABINET 70 PROPOSED AN7ENNAS Q ` �. r" � °'= z PRIVACY SLATS TO BE INSTALLED IN PROPOSED CHAIN LINK TO MATCH. THIS DOCUMENT IS THE CREATION, 2,3 PROPOSED T-MOBILE 14'-0' TALL FENCE ' oJ� I DESIGN,PROPERTY AND COPYRIGHTED ;lf '- )�-" � C-5 EXTENSION(70 MATCH EVS77NG FENCE) /—EXISTINGWORK OF T•MOBILE ANY DUPLICATION FENCED \ C- �`` > ✓ y I EQUIPMENT COMPOUND OR USE WITHOUT EXPRESS WRITTEN 4% � c I CONSENT IS STRICTLY PROHIBITED. PROPOSED T-MOBILE 14'-0' r I TALL FENCE EX7ENS/0N(TO i^may NOTE:IF DRAWINGS ARE 22YAl,USE PROPOSED T-MOBILE ICE BRIDGE ; \ I MATCH EXISTING) GRAPHICAL SCALE AND/OR 112 TIMES INSTALLED BELOW D0577NG CARR/ERS 5_ OF THE NOTED SCALE C-5 (TO FOLLOW EXISANG ROUTE) SITE NUMBER: L113882D v\• EXISTING I SITE NAME: GRAVEL (TYP.) / I ORIENT ATBT TOWER EXISTING FENCED EXISTING CARRIER RAISED 40200 MAIN ROAD EQUIPMENT COMPOUND STEEL EQUIPMENT PLATFORM ORIENT,NY 11957 EXISTING CARRIER ICE BRIDGE (ABOVE PROPOSED T-MOBILE) SHEET TTILE GROUND LEVEL 1PLATFORM PLAN w �� 3 COMPOUND PLAN & ELEVATION - SCALE AS NOTED NORTH - GRAPHIC SCALE: NOTE: 6' 3' 0 3' 6SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, C-2 DATED 02/21/17 AND A SITE WALK COMPLETED SCALE (11x17): 1" = 6'-0" 2 TOWER ELEVATION BY INFlNIGY ON 03/15/18 AND DOES NOT SCALE22x34 : 1" = 3'-0" -- NOT TO SCALE REPRESENT AN ACTUAL FIELD SURVEY. SCALE (22x34): EXISTING FLAGPOLE PIPE MOUNT m ❑ ❑ ®��13(CONTRACTOR TO VERIFY) nmaeiSUNISEHIG GRE SUNRISE NIGHWAV ^^GREAT RNER NY 11 TJ9 V �On N QQ 0)Z�� PROPOSED RF SYSTEM SCHEDULE PROPOSED ��0 ANTENNA (TYP) ma 0 SECTOR ANT. ANTENNA MODEL # VENDOR AZIMUTH M-TILT E-TILT ANTENNA TMA MODEL RRU MODEL # CABLE CABLE CABLE CABLE CENTERLINE (GROUND MOUNTED) LENGTH QUANTITY DIAMETER TYPE A A-1 APXVFWWI2X-C-NA20 RFS 30' IT 7/7/7 175' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) f/may 6 -- c, STYLE 1B TMA (1) RRUS-11 B12 (GROUND) SUBMITTALS DATE DESCRIPTION REVISION (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) m/14/19 VOR PMIT D B B-1 APXVFWWI2X-C-NA20 RFS 170 0 7/7/7 275' STYLE 1B TMA (1) RRUS-11 B12 (GROUND) t/W'* 6 -- GYl4X 72/De/1e R—ED PER PIATi➢RY 1 12/13/19 REVISED PER PERMR 2 C C-1 APXVFWWI2X-C-NA20 RFS 260 0 7/7/7 275' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) -410'* 6 -- A�1' STYLE 1B TMA (1) RRUS-11 B12 (GROUND) * CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 20% BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) PROPOSED STEEL BAND MOUNTING Dept, DATEAPP'o PENSIONS BRACKET (CONTRACTOR TO FIELD RF RFE VA4 FABRICATE MOUNT AS REQUIRED) (TYP.) ZONING ops TR 1 RF SCHEDULE PROPOSED) 2 ANTENNA MOUNTING DETAIL CONSD SIfE AC, NOT TO SCALE \L-NOT TO SCALE PROJECT NO 544-002 DRAWN BY' BMM CHE MPS C �A' �`,_N Y STE w ui TAG r EC sF \07109 < TA G'� THIS DOCUMENT IS THE CREATION, pR © #1 DESIGN,PROPERTY AND COPYRIGHTED • WORKOFT•MOBILE ANYOUPLICATION -- -- - -- -- ----- - ----- - - ,-_ - -----_---- -- _ OR USE WITHOUT EXPRESS WRITTEN 11.8" TAG CONSENT IS STRICTLY PROHIBITED. #2 RFS MODEL NO.: APXVFWW12X-C-NA20 TOP © NOTE IF DRAWINGS ARE 22W',USE GRAPHICAL SCALE ANDIOR 12 TIMES RADOME MATERIAL. FIBERGLASS, UV RESISTANTTAG OF THE NOTED SCALE. RADOME COLOR LIGHT GRAY #1 SITE NUMBER: DIMENSIONS, H%WXD• 46 0"x11 B"x7 9" L113882D WEIGHT, W/ PRE-MOUNTED BRACKETS: 48 LBS ® TAG SITE NAME: CONNECTOR. 7-16 DIN FEMALE #2 ORIENT AT&T TOWER 40200 MAIN ROAD Q ORIENT,NY 11957 METALLIC TAG NOTES 7 9„ SHEET TffLE 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END OF EVERY CABLE LONGER THAN (3) THREE FEET REAR SIDE 2 CABLES LESS THAN (3) THREE FEET WILL HAVE TWO ANTENNA DETAIL METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE RF SCHEDULE 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES APPROPRIATE FOR CABLE DIAMETER. 4 STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL SHEET NUMBER CONFIGURATIONS /MANTENNA DETAIL /MMETALLIC TAG DETAIL C-3 NOT TO SCALE - NOT TO SCALE CABINET WEIGHT (WITHOUT BATTERIES): 330 KG [728 LBS] mMOUNT PER o410 0 0M®bfleo CABINET COLOR AS MANUFACTURED: GREY, RAL7035 GLOSSY MANUFACTURERS FOUR MORE INFORMATION PERTAINING TO THE 1i SPECIF1CA110NS TOWER STRUCTURE, REFER TO PASSING T-MO•ILR NORTH-LLC CABINET CLEARANCES: FRONT: 700mm [-28"] -STRUCTURAL ANALYSIS REPORT, DEODEINRIEEHG GREAT RNER NY 11)J9 SIDES- 100mm [-4"] COMPLETED BY INFINIGY, DATED 08/01/18. REAR: 200mm [-8"] 1300 [51.18"] v �o / PROPOSED T-MOBILE EQUIPMENT 70 BE INSTALLED, Z z (TYP. PER SECTOR, (3)SEC70RS TOTAL): " \ (l)RFS APXVFWWl2X-C-NA20 m a o m • (6) 718'COAX CABLES Z SUBMITTALS DATE DESCRIPDON REVISION O 0./14/18 MR PERMR 0 n u12/03/1111REVRiEO POI PIATR]RY 1 G.'I,IA SECTOR 12/13/18 REVISED PER PMMR 2 Lo /11nfl'A 1 EXISTING STEALTH MONOPOLE TOWER DEPf. DATE APP-0 REMMONS RFE O RF MAN ZONING cps CONSR7 SRE AG PROJECT NO 544-002 DRAW BMM ERICSSON RBS 6102 NORTH 2 PROPOSED ANTENNA ORIENTATION PLAN MPs -- NOT TO SCALE O -- NOT TO SCALE O ST EA" PROPOSED 15 WATT KNUCKLE MOUNT S ERICSSON MODEL : RRUS 11 NIEL LED SPOTLIGHT OR APPROVED EQUAL ! g• Cr POLE HEIGHT SHALL BE NO GREATER THAN FOUR (TO BE DARK SKY COMPLIANT) PIPE CAP ( w COLOR- GRAY TIMES THE DISTANCE TO THE PROPERTY LINE AND ' MAXIMUM LUMEN LEVELS PERMITTED FOR DIFFERENT MOGUL SOCKET MOUNTING r DIMENSIONS, HxWxD: 19.7"x17"x7.2" FIXTURE HEIGHTS ARE AS FOLLOWS: C)" S Z (500 x 431 x 182 mm) 0 6' 500-1000 LUMENS • 8' 600-1600 LUMENS 071 WEIGHT: 50.71 LBS (23 kg) . 10' 1000-2000 LUMENS MANUFACTURER'S CABLE OR OTHER CABLE NOTE: Phi��ScJ\O� • 12' 1600-2400 LUMENS SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE PROPOSED SITE EQUIPMENT LIGHTS TO BE COMPLIANT WITH DARK SKY LAW AND 'SRO SIGNAL SEAL RRUS-11 16' 2400-6000 LUMENS LOCAL MUNICIPAL ORDINANCES METALLIC CABLE TERMINATION FITTING 3" STD. STEEL POST THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED MOUNT PER WEATHER PROOF 60 MIN. MANUFACTURERS ROTARY TIMER LIGHT SWITCH SPECIFICATIONS NOTE.IF DRAWINGS ARE 22"x34',USE I GRAPHICAL SCALE AND/OR 12 TIMES 3/4" RGS CONDUIT FOR (3) aO OF THE NOTED SCALE. TOP #12 AWG ELECTRICAL RUN SITE NUMBER: L113882D #2 AWG BARE SOLID TINNED n iv 9' SITE NAME: COPPER WIRE TO GROUND RING T ORIENT AT&T TOWER o N 1-1/2" I 40200 MAIN ROAD EXOTHERMIC WELD ORIENT,NY 11957 TYP. 0 0 3/16" _ 3" STD. SCH. 40 SHEET TITLE TO NEW PPC CABINET ° GALV STEEL POST (4) 1/2' THRU BOLT EQUIPMENT qn SPECIFICATIONS SECTION A FRONT SIDE SHEET NUMBER 3 RRUS-11 DETAIL 4 SITE LIGHT DETAIL -- NOT TO SCALE C•4 NOT TO SCALE #2 AWG BCW(TYP) / o�0 0 0. mobn�EEO o 24" GRIP SPAN ICE BRIDGE KIT • B—NOWNE— WITH Z-BRACKET TRAPEZE BY / 35—GREAT RIVIERNNY1 A j SITE PRO 1, INC (P/N I824D/B) CABLE HANGER BRACKETvvvv (SUPPLIED WITH KIT) � 9 ADD 1" SCH 80 OR LIQUID TIGHT m o g in (AG) CONDUIT LOADED W/ CAT5 t N ANTENNA CABLES ALARM CABLE mz� CADWELD (TYP.) Z m`m"tt ICE BRIDGE SUPPORT DC DIESEL GENERATOR �<o POST (SUPPLIED WITH KIT, CONTRACTOR TO VERIFY DC HEIGHT REQUIRED PRIOR _ TO ORDERING) z i .STALL 2-1/2" SCH 80 OR LIQUID ' � #3 TIES ® 18" O.C. TIGHT (AG) CONDUIT W/ (2) 4/0 EXISTING T-MOBILE SUBMITTALS I DATE DESCRIPTION REVISION b j - 3" MIN COVER (TYP.) EXISTING GROUND RING OR TELCOFLEX CABLE EQUIPMENT BTS CABINET 08/14/18 FDR PERMIT D h ! EXISTING GROUND BAR 12/08/18 REVISED PER PU GRM 1 12/13/18 REVISED PER PERMIT 2 `•.; (4) #4 EQ. SPACED (GC TO FIELD VERIFY LOCATION) EXISTING T-MOBILE PPC j CONCRETE PIER GROUND RING I 1'-6" ! MECHANICAL GROUND CONNECTION EXOTHERMIC GROUND CONNECTION TO TO GENERATOR GROUND EXISTING GROUND RING OR 2" SCH 80 OR LIQUID TIGHT MECHANICAL GROUND CONNECTION TO NOTES EXISTING GROUNDBAR CONDUIT(AG) CONDUIT 1 USE SITE PRO PARTS OR APPROVED EQUIVALENT (FOR FUTURE POWER)1" SCH. 80 OR LIQUID TIGHT OErr DATE APP'D REwfsloNs FIFE 2 SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES NOS: CONDUIT(AG) CONDUIT RF Mur OF ICE BRIDGE SPACED NO MORE THAN 6'-0". NO EXOTHERMIC WELD ON ROOFTOPS (FOR SIGNALING) ZONING GPs 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE 1" SCH 80 OR LIQUID TIGHT CDNSTR. SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST. CONDUIT(AG) CONDUIT GROUNDING SYMBOLS (FOR GENERATOR BRANCH CIRCUITS) PROJECT NO 544-002 1 DRAWN B BMM ICE BRIDGE DETAIL ■ COMPRESSION TYPE CONNECTION 2 ONE LINE DIAGRAM C MPS -- NOT TO SCALE • EXOTHERMIC WELD TYPE CONNECTION -- NOT TO SCALE 0 O 1 STEVF� . s GATE OPENING VARIES COTRACTOR TO MATCH EXISTING bum. SLATS TO BE INSTALLED IN r r, w 3'-O' (MIN.) (10'-0" MAX) CHAIN LINK FENCE SIZE AND TYPE PROPOSED CHAIN LINK TO MATCH. STRUCTURAL NOTES �' Z 1111, 111 SPECIFICATIONS / CODES' Z 1-1/4" GATE FRAME I I I N TOP RAIL -CONCRETE WORK SHALL BE PERFORMED IN 2 C� I ki I I I 1117 1 I I I I ACCORDANCE WITH LATEST EDITION OF THE ACI CODE s� 071 FENCE FABRIC 2-1/2" GATE POST FOR INTERMEDIATE2" CORNER POSTSWITH AISCRSTEELACONSTRUCTIONLL BE MMANUAED IN ACCORDANCE z I I I.1 1 11 1 1 I I I �I I I I I N I 9tH EDITION P fE,55i©NAL SEAL < HEAVY-DUTY GALV. o w BRAIDED COPPER LOCKABLE, SINGLE GATE , -WELDING SHALL BE PERFORMED IN ACCORDANCE I GROUND STRAP LATCH T WITH AMERICAN WELDING SOCIETY (AWS) D11-92 v (SEE GROUNDING SPECS) I I I I 1 1`I 1 1 1 KI 1 1 1 1 1 ° "STRUCTURAL WELDING" CODE-STEEL. THIS DOCUMENTISTHECREATION, L 1 1 1 I I I N I 3/8" DIAM TRUSS ROD WITH 3/16" x 3/4" STRETCHER ^ -REINFORCING STEEL SHALL BE PLACED IN DESIGN,PROPERTYAND COPYRIGHTED 1/2" CROWN TURNBUCKLE AT GATE ONLY BAR AT CORNER AND G TOP BRACE RAIL ACCORDANCE WITH THE CONCRETE REINFORCING WORK OFT-MOBILE.ANY DUPLICATION FOR DRAINAGE GATE POSTS OR USE WITHOUT EXPRESS WRITTEN IljAHTENSISTEEL INSTITUTE (CRSI), "MANUAL OF STANDARD CONSENT IS STRICTLY PROHIBITED. PRACTICE." #7 . ION WIRE, I` 2 MATERIALS- CONTINUOUS STRETCHER BAR -CONCRETE fc' - 3000psi. (MIN. UN.0) NOTE.IF DRAWINGS ARE 22'XW,USE -REINFORCING STEEL ASTM A615, GRADE 60 GRAPHICAL SCALE AND/OR 12 TIMES e — — -WIRE MESH. ASTM A185 OF THE NOTEDSCALE. FX; - - I T u c I�I �T DIAGONAL ROD w/ -STRUCTURAL STEEL: ASTM A36 ��I �I I — STEEL TURNBUCKLE -ELECTRODES FOR WELDING E 70xx SITE NUMBER: Z ` I LEDGE In w 0 -GALVANIZING. ASTM A153 (BOLTS) OR ASTM A123 L113882D I a = " (SHAPES, PLATES) SITE NAME: * BOTTOM E� TENSION WIRE -EXPANSION BOLTS HILTI KWIK BOLT 11, STAINLESS ORIENT AT&T TOWER I a a �� . STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED 40200 MAIN ROAD M a - X,FINISH GRADE EQUAL ORIENT,NY 11957 ALTERNATE FOOTING IN �—I i �,.,��-\\'\-;-- SHEET TITLE LEDGE (SEE NOTE 1) io NO GAP BETWEEN 1" GAP BETWEEN FINISH v ` EQUIPMENT FINISH GRADE AND ' 2" MAX CLEARANCE FROM GRADE AND BOTTOM OF FENCE FABRIC FENCE TO GRADE SPECIFICATIONS GATE �, 12" DIAM. CONCRETE FOOTING IN SOIL FOR NOTE: GATE AND CORNER POSTS. 10" DIAM. FOR SHEET NUMBER NOTE: INTERMEDIATE POSTS CONTRACTOR TO MATCH EXISTING PRIVACY SLATS TO BE INSTALLED CHAIN LINK FENCE SIZE AND TYPE IN PROPOSED CHAIN LINK 3 4' SWING GATE 4 CHAIN LINK FENCE DETAIL C-5 NOT TO SCALE \=_/ SCALE' N T S. 6LE-3 13 E3 Mabfle 13 NOTE r-Noone xaxr lI I �u FINAL TERMINATION PER GREAT RIVER NY YTd9 LOCAL FUEL PROVIDER. 0 WARNING TAPE MATCH EXISTING v o WITH TRACE WIRE FINISH GRADE � m>,� EXISTING COMPACT NATIVE BACKFILL E FINISH GRADE (90% COMPACTION) 1200 I t � oa�LL 120° 120° 7 , / 180° 180° WIND WIND L SUBMITTALS UNDISTURBED DATE DESCRIPTION RIPTIONREVISION NATIVE SOIL WIND WIND FOR TREES ON 4:1 OR STEEPER De/14/1a FOR PERMIT o SLOPES, PLACE 2 GUYS UPSLOPE, 12/05/1e REVISEO PER PIAL GRM 1 COMPACTED SAND ONE DOWNSLOPE, OTHERWISE 12/15/18 REVISED PER PERMIT 2 NEW 3/4" PE COVER (12" MIN) GUYING PATTERN PLACE FOR PREVAILING WIND FLEX LPG PIPING—/ OMPACTED SAND FOR DECIDUOUS TREE GUYING PATTERN 18" (MIN) BEDDING (6" MIN.) PLANTING FOR EVERGREEN TREE NOTE: PLANTING BEDDING TO BE COMPACTED, PROVIDE CONTINOUS BEARING, AND FREE OF ROCKS AND DEBRIS EVERGREEN TREE DEPT DATE APP-0 REVISIONS DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED RFE WOOD DO NOT PRUNE RF MAR FLUSH TO BRANCH. LEAVE xoOPS SLIGHT STUB CONSTR SITE AC 1 LP GAS PE PIPE TRENCH STANDARD WATERPROOF TREE WRAP o 12 GA. GALV. STEEL GUY WIRE, PROJECT NO 544-002 (DECIDUOUS TREES ONLY) TO `e ATTACH TO 24" MIN. STEEL DRAWN BY BMM -- SCALE: AS NOTED 2ND BRANCH T—POST OR REBAR STAKE, 3 PER CHE MPS TREE, DO NOT PULL TAUT 3" OR WIDER NYLON WEBBING "I ST l/�c W/ METAL GROMMETS • � FLEX—PIPE BARK PROTECTOR 12 GA. GALV. STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, DO NOT PULL TAUT + o REMOVE ENTIRE WIRE BASKET AND • o BURLAP FROM TOP 1/-VF ROOTBALL I �� AND ANY TWINE OR WIRE. r 6' LONG STAKES, 2" x 2" OR 2 1�2 WHITE PVC AROUND WIRE TO MARK �Ef/ cp <c DIAM. WOOD, OR STEEL T—POSTS, AND PREVENT PEOPLE FROM 0710°) TWO PER TREE (DECIDUOUS TREES) TRIPPING OVER WIRE �/� QY ROFESS SPECIFIED BACKFILL 4" DEPTH WOOD CHIP MULCH PR L 3" MULCH TOPSOIL COMPACTED SUBGRADE 6" HIGH SAUCER AROUND PLANT THIS DOCUMENT IS THE CREATION, 12 DESIGN,PROPERTY AND COPYRIGHTED 24" MIN STEEL T—POST OR #4 REBAR WORK OFT-MOBILE ANY DUPLICATION 6" /� � STAKE, FLUSH W/ GRADE, THREE OR USE WITHOUT EXPRESS WRITTEN \/ \// /�. CONSENT IS STRICTLY PROHIBITED \ \�\ PER TREE (EVERGREEN TREES) 6„ \//%f%\//� , �y NOTE'IF DRAWINGS ARE GRAPHICAL SCALE AND OR 9TIMES OF THE NOTED SCALE V SITE NUMBER: 6" I MW. 1/2 ROOTBALL 1�2 l L113882D SITE NAME: REMOVE BURLAP ROOTBALL ROOTBALL WER FROM TOP HALF OF BALL DIA. DIA. ORIENTIN ROAD PLANTING SOIL-3 PARTS TOPSOIL DECIDUOUS AND EVERGREEN ORIENT,NYR9577 1 PART PEATMOSS BY VOLUME, TREE PLANTING AND GUYING DETAIL (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER SHEET TM_E AND CONIFEROUS TREES OVER 4' HT.) NOT TO SCALE APU SCHEMATIC & DETAILS 2 TYPICAL SHRUB PLANTING DETAIL �\TREE STAKING AND GUYING DETAIL SHEET NUMBER SCALE AS NOTED -- NOT TO SCALE C-6 NOTE, ❑ Boob e° SIGNS MOUNTED ON GENERATOR ENCLOSURE/DOOR (AS —BILE NDRTNwT«a 35DO SUNRISE HIGHWAY APPLI CABLE) GREAT RIVER NY 117]9 1 DANGER - FLAMMABLE - NO MATCHES OR OPEN LIGHTS 2. DANGER - THIS EQUIPMENT STARTS AUTOMATICALLY 82 67" 3 WARNING - EYE AND EAR PROTECTION REQUIRED 00 4. SAFETY - FUELING COMPANY- CHECK FUEL LINES PRIOR TO DEPARTURE TO PREVENT SPILLS 5 NOTICE - FUELING COMPANY: TANK SHOULD NEVER r n y M R EXCEED 90% FULL v t 6. NOTICE - FUELING COMPANY. REFUELING A RUNNING GENERATOR MUST BE DONE AT 50% OF NORMAL FILL d z m RATE Z d �7, NFPA DIAMOND FOR "DIESEL" (OR OTHER FUEL AS B APPROPRIATE) U- o<0 S. NFPA DIAMOND FOR "BATTERIES" 3' WORKING CLEARANCE AT ACCESS POINT -vD NOTE: SIGNS MOUNTED ON SWITCH, CONTROL, LAN OR TELCO DOORS SUBMITTALS (AS APPLICABLE) 1. NOTICE - AUTHORIZED PERSONNEL ONLY DATE DESCRIPTION REVISION 0/14/18 FOR PEWIT 0 2 CAUTION - ROOM PROTECTED BY CLEAN AGENT FIRE 12A511 REVISED PER PIAMIRM 1 EXTINGUISHING SYSTEM - DO NOT ENTER AREA DURING 12/13/16 REVISED PER PEW x OR AFTER DISCHARGE (OR SIMILAR MESSAGE FROM GASEOUS FIRE SUPPRESSION VENDOR) w 3. NFPA DIAMOND FOR "BATTERIES" (ONE SHOULD ALSO BE PLACED AT FACILITY'S FRONT DOOR) 2f <z w<o w d J U� C.D W Z U Y CL O F- DEPT GATE APP-0 I REVISIONS RIFE N RF WAN ZONING OPS CONSUL SITE AC PROJECT NO 544-0D2 DRAWN BY BMM CHECKED MPS • ` ��S T�VF��,Q-� ACCESS POINT FOR- ACCESS POINT FOR- ACCESS POINT FOR ; Ui ALTERNATOR ENGINE GENERATOR CONTROLLER Lu BATTERY OIL FILTER WEB CONTROLLER C AIR FILTER Q Q RADIATOR GEOTAB MODULE Q MUFFLER SET RECTIFIERS 'G07 PDU BOX v O O FUEL LEVEL 0 w OIL PRESSUREp�€�� = COOLANT TEMP J ENGINE SPEED THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED o WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN N CONSENT IS STRICTLY PROHIBITED. O O O O NOTE IF DRAWINGS ARE 22X.14',USE GRAPHICAL SCALE ANDIOR 12 TIMES OF THE NOTED SCALE. SITE NUMBER: 220 GALLON FUEL TANK LI13882D N SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 DELTA 25kW DC DIESEL GENSET SHEET TITLE W/ 220 GALLON TANK AND INTEGRAL RECTIFIERS 25kW ® 75% LOAD: 120HRS GENERATOR DC OUTPUT: 52VDC ® 100% LOAD WEIGHT: 291OLBs (W/O FUEL) DETAILS UL RATING: UL2200/UL142 ACOUSTIC RATING: <75dBA @ 23' 1- GENERATOR DETAIL SHEET NUMBER C7 NOT TO SCALE C•7 CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: "JI" El 0 �u(�13 ® T—MOBILE 6102 EQUIPMENT CABINET CIGBE COAX ISOLATED GROUND BAR EXTERNAL RECEPTACLE 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 35oo r-N00 UGENNDRISE HI lTLEG THIUUlT QSST SELF SUPPORTING TOWER _ LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND GREAT RIVER NY 11739 PROPOSED T—MOBILE PPC CABINET. GPS GLOBAL POSITIONING SYSTEM BURIED POWER CODNUIT ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES ELECTRIC & TELCO FEEDER — PROVIDE ELECTRIC & TELCO CONDUIT TYP. TYPICAL — BURIED TELCO CONDUIT 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 �3 FOR NEW EQUIPMENT CABINET. SEE ONE LINE DIAGRAM FOR CONDUIT DWG DRAWING © UNLESS OTHERWISE INDICATED CONDUITS EXPOSED ABOVE AND FEEDER SIZE. CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE, BCW BARE COPPER WIRE ELECTRICAL METER GROUND SHALL BE RIGID GALVANIZED STEEL ALL UNDERGROUND CONDUIT SHALL TRANSITION FROM PVC TO x s NEW FIBER SERVICE — PROVIDE 1 2" PVC CONDUIT FROM EXISTING BFG BELOW FINISH GRADE m N^o () # INDICATES CODED NUMBER RIGID ABOVE GRADE PROVIDE 36" SEPARATION BETWEEN L N d FIBER DEMARC TO PROPOSED PPC CABINET. (PENDING COORDINATION W/ WITH UNDERGROUND POWER AND TELEPHONE CONDUITS SUPPLY `�'° g WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDE E3J SAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG 7 2 a ENTIRE LENGTH OF UNDERGROUND CONDUITS. L ,� CAB CABINET QPROVIDE (2) 2" PVC CONDUITS FROM PROPOSED 200AMP PANEL TOCALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN PROPOSED CABINET FOR POWER AND TELCO CONTRACTOR TO VERIFY CONDUIT UTILITY POLE 3 INSULATION CONTROL CONDUCTORS SHALL BE STRANDED, LL o o LL CONDUIT AND WIRE SIZE. SS STAINLESS STEEL POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 7 G GROUND & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES L PROPOSED METER ENCLOSURE AND MAIN DISCONNECT SWITCH MOUNT AWG AMERICAN WIRE GAUGE QTO EXISTING UTILITY BACKBOARD (PENDING COORDINATION WITH RGS RIGID GALVANIZED STEEL 4• ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC UTILITY COMPANY) COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. SUBMITTALS NEW POWER SERVICE - PROVIDE 200A SERVICE FROM NEW METER TO 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING DATE I DESCRIPRON REVISION IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND Ge/14/16 FGR PERMIT G 7 T—MOBILE 20DAMP PANEL. (1) 2'SCH. 40 PVC CONDUIT WITH (3) ENGINEER IMMEDIATELY 12/0e/1S REVISED PER PUTFGRM 1 3/0 & (1) #2 GND. CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF 12/1]/IB REVISED PER PERMIT 2 QPROPOSED APU (GENERATOR). CAPS NOT DUCT TAPE PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE PROPOSED 1" LIQUID TiGHT CONDUIT W/ CAT5 ALARM CABLE & NEW 7 AND POWER CONDUIT 2" LIQUID TiGHT CONDUIT W/2/0 TELCOFLEX CABLE -_--- Qi PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 10 PROPOSED (18) COAX CABLES ROUTED FROM PROPOSED 6102 1 UTILITY REQUIREMENTS CABINET TO PROPOSED PANEL ANTENNAS DEPT DATE APP-0 RMIONs iRIFE � RF VAN --—`—e---w 2 I ZONING —— t III i OPS t II — CONSTR t I J I SITE AC PROJECT NO 544-002 -- DRAWN BMM o —,l i I � CHEC EDD BMM BY MPS 1 o ii I I t OF NE� Y tO o - i l I i i / • ST io li I i s A 10 t : i t 3 s i RofpFl SEAL -^ �y I ii THIS DOCUMENT IS THE CREATION, L C - DESIGN,PROPERTY AND COPYRIGHTED f -- - ------- I WORK OF T-MOBILE.ANY DUPLICATION I I I OR USE WITHOUT EXPRESS WRITTEN t I I I T CONSENT IS STRICTLY PROHIBITED. t i NOTE'IF DRAWINGS ARE 22°x34',USE GRAPHICAL SCALE TIMES OF THE NOTEDED SCALE LEE I"% �'.•�,.I ( f SITE NUMBER: � 1l-t - �- i i L113882D: I - 1{� i SfTE NAME �]:--.:- =`^-=-- ====,_�- ('I •'�1,: '� i ORIENT AT&T TOWER ` 40200 MAIN ROAD '0 d ORIENT,NY 11957 SHEEP TITLE C\ ` D ELECTRICAL SITE PLAN SHEET NUMBER /'l- ELECTRICAL SITE PLAN NORTH -- SCALE. NOT TO SCALE E-1 E3 -Mob e TMIL.NOR H TLLC GROUND CONNECTOR - UL LISTED SEE NOTE 2 BELOW GREAT NY11 Y NOTE' GREAT RIVER NY 11]]9 (SIZE AS REQ. FOR CONDUIT) RIGID STEEL CONDUIT CONTRACTOR TO WALL MOUNT THE PPC CABINET WITH 1-r COUPLING GENERATOR RECEPTACLE (TO DEEP HORIZONTAL UNISTRUT(TYP. OF 2 MIN) ANCHORED BE REMOVED FROM PPC AND TO WALL WITH MINIMUM (4) YZ" DIA EPDXY ANCHOR BOLTS 6" WIDE YELLOW WARNING TAPE INSTALLED ONTO TRANSFER PER UNISTRUT. CONTRACTOR TO MOUNT PPC CABINET TO WITH BLACK LETTER. TAPE TO a GRADE SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ' CAUTION ELECTRIC LINE ' ^ x 8 _ BURIED BELOW V 'Fig, %/ �w/Row/m/m///////% 1 1 II; MATCH EXISTING GRADE Z m �ea�E3��ee��a®DaEaaa� PVC SCHEDULE 40 L lI I I II O a I FRONT AC Z m SIZE AS SHOWN ENCLOSURE _/ °a S ON LAYOUTS i i i i' i 3-- j j � I I II I II I II I � ( II I II I II I I LL o`oLL b FRONT TELCO 5--- G--S I I I II I IENCLOSURE 1 I PRIMARY BREAKER —I — -----_-- i — — --------- - — RIGID STEEL CONDUIT I I I ASSEMBLY II I I III—III — RIGID STEEL TO I AC POWER I 1 1 I1I1 j 1 _III COMPACTED SUBMITTALS TELCO BACKFILL /T DESCRIPTION REVISION ADAPTER ENCLOSURE ENCLOSURE 08/14/18 ERMIT I NOTE 2 I I w/OS/1912/13/10REVISED PER PLATFORM I NOTES 10101 II I I TELCO CONDUIT 12/13/10 REV SED PER PEAYR Z 1 1 I I , 2" PVC 5-1/4" 5-1/4' 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL. jIQ O o 0 0 0 0 0 j O O I jI ❑ POWER CONDUIT I, , 2. ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN C-------- --------� L--2--� ACCORDANCE WITH ASTM A123 G90 AFTER FABRICATION. SIDE VIEW 3. FIELD ABRASIONS SHALL BE TOUCH UP PAINTED WITH ZINC RICH FRONT VIEW GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780. NOTE' NOTES NUMBER AND SIZE OF CONDUITS MAY VARY SEE DWG El FOR DEPT DATE I APP'O REVISIONS 4..ALL EXPOSED ENDS OF CONDUITS SHALL HAVE WEATHER 1. METER SOCKET BY THIS CONTRACT. METER TO BE SUPPLIED BY LOCAL UTILITY COMPANY. CONDUIT SIZE AND LOCATION. CONFIRM DIMENSIONS SHOWN pm PROOF CAPS. DO NOT USE DUCT TAPE WITH UTILITY COMPANY. RF MAN 2. AC POWER ENCLOSURE. 200 AMP, 208/120V, 30, 3W W/ GROUND. 200A/2P MAIN CIRCUIT BREAKER ZONING 5. PROVIDE 200LB. TEST PULL WIRES IN EACH TELEPHONE AND 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. DPS POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL. 4. ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0" FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL CONSTR UTILITY COMPANIES AND AHJ. SITE AC 6. CONDUIT NOT TO BE STUBBED UP THROUGH CONCRETE. 5. CONTRACTOR MUST LABEL ALIKE BREAKERS IN POWER CABINET. PROJECT NO 544-002 6. REFER TO ACTUAL EQUIPMENT DRAWINGS. DRAWN BY BMM CHECKED BY MPS 1 UNDERGROUND CONDUIT STUB-UP 2 PPC DETAIL 3 CONDUIT TRENCH DETAIL E W -- SCALE: NOT TO SCALE -- NOT TO SCALE -- SCALE. NOT TO SCALE TE CONTRACTOR NOTE: I Oy CONTRACTOR TO VERIFY THAT THE CONDUI w LLJ AND WIRE SIZES ARE ADEQUATE FOR THE Z TO EXISTING SERVICE PROPOSE LOADING IN ACCORDANCE WITH NE, Y AND INCLUDE ELECTRICAL UPGRADES IN THE SCOPE OF WORK AS REQUIRED. F 1 1 I 200A-2P j i (3) #4 & (1) #813 4� gig PROPOSED ELECTRIC M O I I IN 1-1/4' CONDUIT THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE,ANY DUPLICATION I I OR USE WITHOUT EXPRESS WRITTEN PROPOSED MAIN BREAKER I I V, CONSENT IS STRICTLY PROHIBITED NOTE.IF DRAWINGS ARE 22544',USE GRAPHICAL SCALE AND/OR 112 TIMES BOA-2P I MANUAL TRANSFER SWITCH PROPOSED OF THE NOTED SCALE. 6102 SITE NUMBER: CABINET L113882D GENERATOR RECEPTACLE I I SITE NAME ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 ' I PROPOSED 200A PANEL - I--------____------_------------________------ -_- SHEET TTTLE SERVICE GROUND PER NEC PROPOSED 8OA-2P BREAKER, SEE CONTRACTOR NOTE ELECTRICAL DETAILS NOTE: SHEET NUMBER INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDY FOR THIS SITE. CONTRACTOR IS TO VERIFY EXISTING 4 POWER DIAGRAM ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE - SCALE: NOT TO SCALE E-2 EXISTING INCOMING SERVICE CAPACITY. ALL ELECTRICAL - INSTALLATION IS TO COMPLY WITH NEC, ADOPTED VERSION. T. 13 l3mubue- T-00—NORT.—uc 3500 SUNRISE HIGHWAY GREAT RIVER,NY 11)39 N d Z zm2 cON#v �QoLL Z � SUBMITTALS DATE I DESCRIPTION REVISION 00/14/18 FOR PERMR 0 12/05/18 REVISED PER PIATFMRN 1 12/13/18 REVISED PER PMT 2 DEPT DATE APP'O REVISIONS RFE IF MAN ZONING OPS CONSTR SITE AC. PROJECT NO 544-002 DRAWN BY BMM CHE MPS vv CONTRACTOR TO (VERIFY LATEST PLUMBING b DIAGRAM WITH FINAL T-MOBILE RFDS ?�I I C7 U,- �, 071Q�� OFESS��N ' Pf�S! THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTYAND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE-IF DRAWINGS ARE 22°44',USE GRAPHICAL SCALE AND/OR 12 TIMES OF THE NOTED SCALE SfTE NUMBER: L113882D SITE NAME- ORIENT AMEORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE COAX/FIBER PLUMBING DIAGRAM SHEEP NUMBER 1 COAX/FIBER PLUMBING DIAGRAM NOT TO SCALE E-3 CODED DRAWING NOTES GROUNDING SYMBOLS T ❑ M®bue❑ 1 PROPOSED T-MOBILE EQUIPMENT CABINETS TO 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. ® GROUND ROD TN 3500 SUNRISEBILE THIG`AY BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. (TYP.) Q GRE TRNER NY 11739 QPROPOSED MAIN GROUND BAR, NEAR PROPOSED EQUIPMENT. 16 BOND PROPOSED ICE CANOPY TO EXISTING COMPOUND GROUND RING. ❑ ACCESS WELL ® GROUND ROD WITH ACCESS PROPOSED #4 SOLID TINNED BCW BURIED GROUND RING a ■ COMPRESSION TYPE CONNECTION � 4� PROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER (TYP.) • EXOTHERMIC WELD TYPE CONNECTION 0 N m —G — #2/0 BTS COPPER CONDUCTOR d z V Q BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR BURIED GROUND CABLE m: tt a� Q ® INDICATES CODED NOTE ¢o 6 BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING o WITH PROPOSED #2/0 SOLID TINNED BCW (TYP OF (2) PLACES). 7 BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING WITH #2/0 SOLID TINNED BCW (TYP.) 3 2 SUBMITTALS BOND WITH 2ROPOSEDM TIN GROUND TYP. TOO 2OPOSED GROUND RING G-3 12 8 1 G-3 GDATE1B DESCRIPTION REVISION # / ( ( ) ) _ 1 MR 9 BOND PROPOSED GROUND RING TO COMPOUND GROUND 1 O +vGsi18 RREMSEEMM PER PPERWY + SYSTEM WITH #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES) ( ,v+�i+e RENSEO PER PEAYR z BOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING I\ J� 1D WITH #2/0 SOLID TINNED BCW AS REQUIRED �<l�l! >00 0l� 2 BOND PROPOSED GENERATOR TO PROPOSED GROUND RING 11 WITH #2/0 SOLID TINNED BCW AS REQUIRED. 12 BOND PROPOSED PPC CABINET PER MANU. SPECS ! - - II, o o p o0 13 NOT USED j IIIIIIIIIIII IIIIii Jill =-_ I 16 DEPT DATE APP'D REVISIONS VIII RIE /?` I RP IUN 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS. _(� i J )� I I 7 ZONING `IlI I OPS CONSTR GENERAL GROUNDING NOTES: 5 IIIIIIIIII Jill IIII IiiIIIIIIII 11111 SOT AC PROJECT NO 544002 1 TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS. — — — — ' 1 CHECK WN BY BMM MPS - #2/0 BARE TINNED SOLID COPPER CONDUCTOR' EXOTHERMIC WELD 4 �o o f 1 TO RODS OR GROUND RING - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE a o i f " I STE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE o IG p, ,; I /' ��S• VF��'P��\ PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT 6 1 rr; 3 c. Ld 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE INI ! rIJILIJ 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO � 15 n METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. ' Z 3 OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND I 11 14 F� 071090 CONDUCT MEGGER TEST PRIOR TO BURIAL MAXIMUM 5 OHMS -' A RESISTANCE IS REQUIRED. 9 9 f 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. THIS DOCUMENT IS THE CREATION, DESIGYRIGHTED 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. WORK FT-MOPROPERTE.ANYDY AND PLICATION WORK OF T•MOBILE.ANY DUPLICATION AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND OR USE WITHOUT EXPRESS WRITTEN NO GREATER THAN 90 DEGREES. CONSENT IS STRICTLY PROHIBITED BOND ANTENNAS 14 PIPE MOUNTS 6 ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, TO SEC70R GROUND BAR PER EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. MANUFAC7URERSSPELYRC4770NS NOTE.IF DRAWINGS ARE 22)64',USE (TYP. OF EACH SECTOR) GRAPHICAL SCALE ANDIOR 1/2 TIMES 7. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS DO NOTOF THE NOTED SCALE. EXOTHERMICALLY WELD TO CONDUITS. ' 1 GROUNDING SITE PLAN SCALE SRE NUMBER: B. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN NORTH -- NOT TO SCALE L113882D THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SfTE NAME SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. ORIENTAT&TTOWER 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX PROPOSED SEC7DR GROUND 40200 MAIN ROAD 15-0") BAR(IYP. OF EACH SECTOR) ORIENT,NY 11957 10 BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, / SHEET TILE TINNED, SOLID COPPER CONDUCTOR IN PVC CONNECT BAR END WITH 2 BOND 7MAS 70 SECTOR GROUND BAR HOLE LUG, AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUND PER MANUFAC71URERS SPECIRC4770NS GROUNDING & ROD (TYP. of EAW SEcroR) POWER 11 THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF DIAGRAMS THE TOWER PRIOR TO THE COAX BEND. 12 BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE 2 ANTENNA GROUNDING PLAN SHEET NUMBER GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING - SCALE. NOT TO SCALE MEANS BONDING JUMPER SHALL BE INSTALLED PER N.E C. ARTICLE 250-30. G-1 2 S/S NUT o a m HEAT SHRINK ❑❑� ❑ ❑ ®��❑ (CLEAR) S/S BELLEVILLE -BILE NO-T LLC 3/4 ° WASHER 1" GRO TNRISE HIY 11739 7/16"2• 0 o 0 GREAT RNER NY 111]8 ° 0 0 ° o MIN. 1/6" o D ° 1 IN 3 ®o ° 010 0 ° ° MIN 000�� O o 0 0 1 S/S FLAT WASHER ABE '^]1' LEGEND COPPER BUSS d>m 1. TINNED COPPER GROUND BAR, 1 4"x4"x20", NEWTON INSTRUMENT CO., HARGER TGBI14420M, OR Z m EQUIVALENT HOLE CENTERS TO MATCH S/S FLAT WASHER 2. NEMA DOUBLE LUG CONFIGURATION NO NOT 3 3 INSULATORS, NEWTON INSTRUMENT CO. CAT NO 3061-4 OR HARGER EQUIVALENT. S/S BOLT (1 OF 2) DISCONNECT I..I.. o 2c li�0 4 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO 3015-8 OR EQUIVALENT NOTE 5. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO A-6056 OR HARGER EQUIVALENT. ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE _ 6. 5/8-11"x1" H.H C.S BOLTS, NEWTON INSTRUMENT CO. CAT. NO 3012-1 OR HARGER EQUIVALENT TREATED WITH T&B KOPR—SHIELD CP8 ANTI—OXIDATION "DO NOT DISCONNECT" NOTE: 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6 COMPOUND. 12", 18", ETC. GROUND BARS TAG ON ALL GROUND BAR SUBMITTALS 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR AS INTERCONNECTS DATE DESCRIPTION REVISION HARGER TGBI14420M. 08/14/16 POR PERMR o 12/06/16 REVISED PER P TFORM 1 1 GROUND BAR 4 EQUIPMENT GROUND CONNECTION 12/13/16 REUSED PER PERMR z SCALE' NOT TO SCALE — SCALE NOT TO SCALE ENN TIN COATED — SOLID FROM /�� JUMPER REQUIRED ONLY WHEN COPPER BUSS BAR S/S FLAT WASHER (TYP.) 7/8"0 AND LARGER (TYP.) 2 HOLE, LONG BARREL TINNED S/S BOLT(TYP.) SOLID COPPER LUG (TYP.) NOTE MINIMUM OF WEATHERPROOFING DEPr DATE APP'O REVISIONS 3 THREADS TO BE KIT, ANDREW #221213 RFE RF MAN VISIBLE (TYP.) (TYP-) ZONING OPS CONSTR WE AC. STANDARD ANDREW GROUND KIT (TYP.). SEE NOTE PROJECT NO 544002 S/S FLAT WASHER (TYP.) DRAWN BY BMM CHE MPS ANTENNA CABLE (TYP.) ��,N_Ew S/S NUT (TYP) ` cS,, STE��' S/S SPLIT WASHER (TYP) NOTE: DO NOT INSTALL CABLE GROUND �1 � #6 AWG KIT AT A BEND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE ` CHERRY INSULATOR 4 w INSTALLED IF REQUIRED r G' GROUND BAR NOT 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS SUPPLLI D)TOR071 CJ �4= 2) COAT WIRE END WITH ANTI—OXIDATION COMPOUND PRIOR TO INSERTION / Q _ P� INTO LUG BARREL AND CRIMPING. r 3) APPLY ANTI—OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS #2/0 AWG GREEN INSULATED E �E�viY9LAL PRIOR TO MATING AND BOLTING TO GROUND BAR ASAPPROPRIATE 2 GROUND LUG CONNECTION OF GROUND WIRES TO GROUNDING BARS @ ANTENNAS THIS DOCUMENT IS THE CREATION, -- SCALE NOT TO SCALE SCALE: NOT TO SCALE DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED #6 AWG FROM ANTENNA CABLE GROUND KIT:::,,, NOTE IF DRAWINGS ARE 22°x34',USE 12" APPROX EQUIPMENT� GRAPHICAL SCALE AND/OR 112 TIMES 2" g" OF THE NOTED SCALE 2 1/2" 0 MAX. GROUND BAR TO BE SITE NUMBER: MOUNTED ON WALL OR ANTENNA _______ _ ___ __ L11 3882D CABLE SITE NAME ON ANTENNA TOWER ORIENT AT&T TOWER CABLEWAVEO OO O O O OO WEATHERPROOFING I LCABLE GROUND KIT ORIENT,NY OAA WEATHERPROOFING KIT 40200 MAIN ROAD D O 0 0 0 0 0 1957 0.O O O #2 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) SHEET TM TINNED, SOLID COPPER (STANDARD CABLEWAVE GROUNDING KIT) BUSS BAR, HARGER TGBI14420M 2EQUIVALENT GROUNDING TWO HOLE LUG, TO TO ANTENNA CABLE BAROR DETAILS BE USED TO CONNECT NOTE: TO GROUND SYSTEM NOTE DO NOT INSTALL CABLE GROUND KIT AT A BEND AND CONTRACTOR TO UTILIZE KORP—SHIELD (THOMAS & BETTS) ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. SHEET NUMBER OR EQUIVALENT ON ALL LUG CONNECTIONS �MANTENNA GROUND BAR g CABLE GROUND KIT CONNECTION G'2 SCALE: NOT TO SCALE — SCALE' NOT TO SCALE T o Mmobue II GRSAT SUNRISE HIGHWAY T-Y-.1--YH-UU. got ,I)SUNIVER HIG 1 A9 TYPE VS TYPE TA TYPE HS TYPE SS TYPE PT \ a T m ^m NOTE.ERICO CADWEID"MOLD TYPES'SHOWN HERE ARE ENAMPLES CONSULT e WITH PROJECT M°W1GER FOR SPECIFlC MOLDS TO BE USED FOR THIS PROJECF. o D 0 o dZ$m TYPE o TYPE CT TYPEHS SUBMITTALS TYPE xA TYPE YS TYPE YA-2 DATE DESCRIPTION REVISION /11/18 FOR PERM R 2 EQUIPMENT GROUND CONNECTIONS 4 DETAIL NOT USED 1 12/03/18 REVISED PER PIATPORY 1 SCALE. NOT TO SCALE SCALE NOT TO SCALE 12/13/19 REVISED PER PERMIT 2 COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE w '=1 11=1 11=1 11=1 I 11=1 11=1 11=1 11=1 11=1 i'— ''—I 11=1 I I—III III—I 11=1 11=�i I— '' DEPT 617E MP'D REVISIONS —III-I I I, I I I Ili III X111- RPE oW _ _ of 11 - I I-I I RF Iuw ZONING 03 En EXOTHERMIC WELD DPS J CONSTR m yg B" DIAMETER SITE AC w SCHEDULE 40 PVC ROUND RING 2/0 AWG BCW PROJECT NO 544-002 0 n n DRAWN BY BMM 4" OF LOOSE GRAVEL CHE , MPS 1" WIDE SLOT CUT SMOOTH FOR GROUND RING. EXTEND �( y� GROUND ROD NOTCH 2" ABOVE CONDUCTOR x {� Ct �F4 O71O � 2 Al INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED PRO SCALE NOT TO SCALE - SCALE. NOT TO SCALE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GRADE w CD NOTE•IF DRAWINGS ARE 22°x34',USE EL En GRAPHICAL SCALE AND/OR 112 TIMES o OF THE NOTED SCALE C3��` EXOTHERMIC WELD SITE NUMBER: S2-j --tL113882D SrrE NAME: ORIENT AT&T TOWER GROUND RING #2/0 BTS COPPER Cg DUCTOR 40200 MAIN ROAD (OR MATCH EXISTING ORIENT,NY 11957 CARRIER GROUNDING) SHEET TITLE GROUND ROD COPPER CLAD STEEL 5/8"0x10'-0" LONG GROUNDING DETAILS SHEET NUMBER 3 GROUND ROD DETAIL g DETAIL NOT USED G-3 SCALE: NOT TO SCALE - SCALE. NOT TO SCALE ELECTRICAL NOTES. CONFLICTS QUALITY ASSURANCE WORK INCLUDED CLEANING RACEWAYS CONT'D 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, o 13 0 1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS 13 1 INCLUDE ALL LABOR, MATERWLS, EQUIPMENT, PLANT SERVICES L PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE STATE AND FEDERAL REGULATIONS THESE SHALL INCLUDE, BUT AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OF ALL MEASUREMENTS AT THE. N BEFORE ORDERING ANY T-M5MSUNORTMGI-Y WORK PASSAGE OF ELECTRICAL RACEWAYS,TO BE PROPERLY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE DR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE 33MI SUNRISE HIGMNAY OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS GREATRNER NY 11M SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY SEE `CODE COMPLIANCE"T-1. AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE 2 CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON FOLLOWING- OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER. THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED THE CONSTRUCTION DRAWINGS ANY SUCH DISCREPANCY IN ADMINISTRATION A. PREPARE AND SUBMIT SHOP DRAWINGS, DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE 1 BEFORE THE COMMENCEMENT OF ANY WORK,THE CONTRACTOR ILLUSTRATIONS. 1 CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT A SINGLE O B. PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING, CHANNELING, CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. POINT T CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT THIS PROJECT MANAGER WILL DEVELOP A MASTER a PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES CEILING 2.THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO � THE WORK OF THIS CONTRACT WHERE SUCH WORK IS NECESSARY, HOWEVER, PATCH AND M PROVIDE ALL CONDUIT ENDS WITH INSULATED METALLIC ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK r ^ o o A C. SUBMIT AS—BUILT DRAWINGS, OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS. MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE 2. SUBMIT A BAR TYPE PROGRESS CHART, NOT MORE THAN 3 v INSTRUCTIONS AND MANUALS. MECHANICS AT NO ADDITIONAL COST TO THE OWNER RENDER N CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF D EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE B'—O", OR AS REQUIRED BY NEC, IN HORIZONTAL AND 3 NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR °z m m PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES VERTICAL DIRECTIONS DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR Z REQUIRED FOR THE WORK OF THIS CONTRACT FOR SLAB ASSIST IN WORKING OUT SPACE CONDITIONS. IF WORK IS 0. PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALL OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED E a AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH _ PENETRATIONS THROUGH POST TENSION SLABS, X—RAY EXACT INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE ¢o AREA OF PENETRATION PRIOR TO PERFORMING WORK CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO EXPOSED AREAS PROVIDE ALL OTHER UNUSED BOXES WITH ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABUSHED m COORDINATE ALL X—RAY WORK WITH BUILDING ENGINEER CORRECT CONDITIONS WITHOUT EXTRA CHARGE. STANDARD STEEL COVER PLATES THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF FOR SUBSTANTIAL COMPLETION OF THE WORK o E PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURAL P WHERE APPLICABLE, PROVIDE ROOFTOP CONDUIT SUPPORT ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS 3 PRIOR TO COMMENCING CONSTRUCTION,THE OWNER SHALL FRAMING SUPPORTS,AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, GOVERNING THE WORK SCHEDULE AN ON—SITE MEETING WITH ALL MAJOR PARTIES THIS EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1 AS—BUILT DRAWINGS PER BUILDING. WOULD INCLUDE, BUT NOT LIMITED TO, THE OWNER, PROJECT HIS CONTRACT. PROVIDE COUNTER FLASHING, SLEEVES AND A. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CONTRACTS AND WARRANTIES MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL SEALS FOR FLOOR AND WALL PENETRATIONS 'AS—BUILT DRAWINGS. WIRES AND CABLES 1. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF F. MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2 SERVICE MANUALS 1 CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER AND OF CONTRACTOR LICENSES AND BONDS. SUBMITTALS SUBCONTRACTED). BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING A UPON COMPLETION OF THE WORK, FULLY INSTRUCT T—MOBILE VENDOR FOR EXACT EQUIPMENT OVER—CURRENT PROTECTION 2 SEE MASTER CONTRACTION SERVICES AGREEMENT FORoarE oEscalanoN REVISION 4 CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERWL, VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, ADDITIONAL DETAILS. CONSTANT COMMUNICATIONS, SUCH ASA MOBILE PHONE OR A CeA14/1e MR PERMR o SYSTEMS TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES, EQUIPMENT AND STEMS PRIOR TO BID ,a/Gs/,e REVISED PER PunGqu , CONNECTIONS AND EQUIPMENT REQUIRED PROVIDE B PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2 ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE BEEPER THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE ,y13A1e REVISED PER PERMR 2 TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT. GROUND CONDUCTOR. 1 ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED PURPOSES. 5 DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT 3 ALL WIRE AND CABLE TO BE BOOVOLT, COPPER, WITH THWN/ AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CUTTING AND PATCHING THHN INSULATION, EXCEPT AS NOTED FLOW OF OTHER WORK ANY STORAGE METHOD MUST MEET ALL EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS ALL CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY 1 PROVIDE ALL CUTTING, DRILLING, ROUGH AND FINISH PATCHING 4 WIRE FOR POWER AND UGHTING WILL NOT BE LESS THAN NO RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER TIMES. CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY RESPECT IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED TO COMPLETE THE WORK 12AWG. ALL WIRE NO 8 AND LARGER TO BE STRANDED REQUIREMENTS IN THEIR AGREEMENT DRAWINGS AND IN THE SPECIFICATIONS IF AN ITEM OF WORK IS 2 OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS 5 CONTROL WIRING IS NOT TO BE LESS THAN NO 14AWG, CLEANUP 6 PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE INDICATED IN THE DRAWINGS, IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT FLEXIBLE IN SINGLE CONDUCTORS OR MULTI—CONDUCTOR 1 THE CONTRACTORS SHALL, AT ALL TIMES, KEEP THE SITE FREE OWNER. 7 COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND FOR INCLUSION IN THE CONTRACT. FURNISH AND INSTALL ALL CABLES CONTROL WIRING WILL CONSIST OF MULTI—CONDUCTOR FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO TESTS, INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE CABLES TO BE PROVIDED WITH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE 8 NOTIFY THE OWNER/PROJECT MANAGER IN WRITING NO LESS MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1. BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT AN OVERALL FLAME—RETARDANT, EXTRUDED JACKET AND RATED COMPLETION OF THE WORK THEY SHALL REMOVE ALL RUBBISH THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. EACH UNIT IN DETAIL TIGHTEN ALL BOLTS AND CONNECTIONS FOR PLENUM USE ALL CONTROL WIRE TO BE 600VOLT RATED FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS (TORQUE—TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL 6. WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL GENERAL REQUIREMENTS COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE, AND IS NOT TO BE RE—PULLED. LEAVE THEIR WORK CLEAN AND READY TO USE DEM DATE rpp'C RenslGgs INSURANCE AND BONDS RCE 1 PROVIDE ALL WORK IN ACCORDANCE WITH THE NATIONAL OPERATIONAL CONDITION 7 HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V 2. EXTERIOR 1 CONTRACTOR, AT THEIR OWN EXPENSE, SHALL CARRY AND RF MAN ELECTRICAL CODE (NEC)AND LOCAL AND STATE ELECTRICAL 2 PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS A VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL CODES. MAINTAIN, FOR THE DURATION OF THE PROJECT, ALL FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH TFT l HOME RUN WIRE SIZE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER ZONING 2. THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO. 12 FOREIGN MATTER INSURANCE, AS REQUIRED AND LISTED, AND SHALL NOT ops THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT ANY POINT IN THE SYSTEM 51 TO 100 NO. 10 B REMOVE ALL TRACES OF SPLASHED MATERIALS FROM COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED CCNSTR THE BUILDING ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGESS 101 TO 150 NO 8 ADJACENT SURFACES. TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR srtEAc 3. LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL REQUIREMENTS 8 VOLTAGE DROP IS NOT TO EXCEED 3% C. IF NECESSARY,TO ACHIEVE A UNIFORM DEGREE OF REQUIRED INSURANCE LIMITS. INFORMATION/DRAWINGS PROVIDED TO ENGINEERING 1 DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS 9 MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE 2 THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON PROJECT NO 544-002 CONTRACTOR IS TO VERIFY ALL EXISTING RATINGS AND LOADS SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS. SCOTCHLOK OR AND 3 INTERIOR D 8MM PRIOR TO PURCHASING OF SPECIFIED EQUIPMENT FOR OF THE PUBLIC AND/OR BUILDING OCCUPANTS DO NOT APPROVED EQUAL A VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL ALL POLICIES. 3 CONTRACTOR MUST PROVIDE PROOF OF INSURANCE COMPLIANCE TO NEC. CONTRACTOR TO NOTIFY ENGINEER OF INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER C MPS ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OW'NER'S WRITTEN PERMISSION. 1 ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE FOREIGN MATTER FROM WALLS, FLOOR, AND CEILING. ABBREVIATIONS ENGINEER 2. WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO B REMOVE ALL TRACES OF SPLASHED MATERIALS FROM BUILDING 4EXISTING ADJ ADJUSTABLE �iST NEWOEQUIPMENT NOTED EOR BUILDING TI RELOCATED IS WITH SOLID RBRANCHCRCU NG SUPPLYING INCLUDING DFEEDERDEVICE SCREW GROUND WIRE CONNECTIONADJACENT LYINGG EXISTINGFACILITESDISCONNECT SWITCHES FUSES C REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM AGL ABOVE GROUND LINE FUTURE EQUIPMENT(NOT IN THIS CONTRACT) IS DEPICTED WITH CONFER WITH THE OWNER AND ARRANGE THE PERIOD OF 1 DISCONNECT SWITCHES TO BE VOLTAGE—RATED TO SUIT THE FINISHED SURFACES & AND cS' SHADED LINES REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE APPROX APPROXIMATE E� SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION SHUTDOWN NOTE SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPLIED. CHANGE ORDER PROCEDURE ® AT 5 GENERAL PRIOR TO SHUTDOWN ALL SHUTDOWN WORK TO BE 2 PROVIDE HEAVY—DUTY, METAL—ENCLOSED, EXTERNALLY—OPERATED 1. REFER TO SECTION 17 OF SIGNED MCSA: SEE PROFESSIONALBTS BASE TRANSMISSION STATION w ) A AFTER CAREFULLY STUDYING THE DRAWINGS AND SCHEDULED AT A TIME CONVENIENT TO OWNER DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE SERVICE AGREEMENT FOR MCSA CAB CABINET r Lu SPECIFICATIONS,AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CLG CEILING MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED RELATED DOCUMENTS AND COORDINATION CONC CONCRETE THE SITE, AND THE NATURE AND EXACT QUANTITY OF WORK 1. ROUTE ALL GROUNDING CONDUCTORS AS SHOWN ON 3 PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR 1. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE CONT CONTINUOUS TO BE PERFORMED NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION INTERRELATED IN PERFORMANCE OF THE WORK, THE DIA OR 0 DIAMETER 07109 �_ • ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, 2. ROUTE 500 KCMIL CU THHN CONDUCTOR FROM THE MOB 4. DISCONNECT SWITCHES TO BE MANUFACTURED BY: CONTRACTOR MUST REFER TO ALL DRAWINGS ALL COORDINATION OF ANY DISCREPANCIES THAT MAY HAVE BEEN NOTED LOCATION TO BUILDING STEEL VERIFY BUILDING STEEL IS A GENERAL ELECTRIC COMPANY TO BE THE RESPONSIBILITY OF THE CONTRACTOR. DWG DRAWING ,p NPS BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B SQUARE—D SHOP DRAWINGS EA EACH ROF�cStiO SPECIFICATIONS GROUNDING ELECTRODE CONDUCTOR (GEC) 5 PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND ELEC ELECTRICAL R NAL SEAL B VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3 MAKE ALL GROUND CONNECTIONS FROM MOB TO ELECTRICAL INSTALLATION LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR ELEV ELEVATION RESPONSIBLE FOR CORRECTNESS OF SAME EQUIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSION 1 INSTALL DISCONNECT SWITCHES WHERE INDICATED ON APPROVAL EQ EQUAL 6. QUALITY, WORKMANSHIP, MATERIALS AND SAFETY TERMINATIONS, SIZED AS REQUIRED DRAWINGS 2 ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND EQUIP EQUIPMENT THIS DOCUMENT IS THE CREATION, A PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC 4 USE 1 HOLE, CRIMP TYPE, BURNDY COMPRESSIONS 2 INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES FUSES CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE EGB EQUIPMENT GROUND BAR DESIGN,DOCUMENT MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING OWNER (E) EXISTING WORK OF PROPERTY R PERTY AND ANY DUPLICATION PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS. 3 FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR AND EQUIPMENT WHERE UL, OR OTHER AGENCY, HAS 5 HIRE AN INDEPENDENT LAB TO PERFORM THE SPECIFIED OHMS RATINGS CAN BE READ WITHOUT REQUIRING FUSE REMOVAL PRODUCTS AND SUBSTITUTIONS FF FINISHEOD FLOOR OR USE WITHOUT EXPRESS WRITTEN ESTABLISHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS TESTING. PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS TO 4 FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS 1 SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION IN GA GAUGE CONSENT IS STRICTLY PROHIBITED. WHICH ARE LISTED AND LABELED ACCORDINGLY THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION OR GALL GALVANIZED COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION GC GENERAL CONTRACTOR SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS BOA, USED FOR INITIAL FUSING INCLUDE RELATED SPECIFICATION SECTION AND DRAWING GRND GROUND NOTE IF DRAWINGS ARE 22°x34',USE PROPER FUNCTIONING OF THE WORK. 1.ALL WIRING TO BE INSTALLED IN CONDUIT SYSTEMS IN B TEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP TO NUMBERS AND COMPLETE DOCUMENTATION SHOWING G LONG NOTE-GRAPIF DRAWINGAL SCALE ARE 22 x3 TIMES B. WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING. AND INCLUDING BOA, USED FOR INITIAL FUSING IN NO CASE COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. IMUM OF THE NOTED TOR I E. EQUIIPMENTDE UTOED FOR THE WORK INSTALL PRESENT A NEAT APPEARANCE WHEN TERIALS AND A BE IN SCH 40OR 0ERS PVC.AND CONTROL WHERE UNDERGROUND, TO WILL SIZE BBE FURRNNISJHEDREE FUSES OF ONE PARTICULAR TYPE AND 2 WHICH PROPERLYUBMIT ALL NDICATERANDCT DATA AND CUr DESCRBE THE ITEMS,ETS MECH MECHANICAL COMPLETED AND IN ACCORDANCE WITH THE APPROVED B EXTERIOR, ABOVE GROUND POWER CONDUITS TO BE PRODUCTS AND MATERIALS BEING INSTALLED THE CONTRACTOR MW MICROWAVE DISH S(TE NUMBER: RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL (RGS) GENERAL NOTES. SHALL, IF DEEMED NECESSARY BY THE OWNER, SUBMIT ACTUAL MFR MANUFACTURER LI13882D ACCORDANCE WITH CONTRACT DOCUMENTS. C ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR, TO SAMPLES TO THE OWNER FOR APPROVAL IN UEU OF CUT MOB MASTER GROUND 13AR SITE C. PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT LATENT SHEETS. MIN MINIMUM ORIENTA NMF-- ER ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D. INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED I THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS MTL MINIM OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY ON THIS PROJECT ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE E ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION (N) NEW 40200 MAIN ROAD CONTRACT DOCUMENT OR NOT. THIS PROJECT TO BE LABELED "T—MOBILE'. OWNER WILL 2 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE NIC NOT IN CONTRACT ORIENT,NY 11957 D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE LABELS FOR CONTRACTOR TO INSTALL. FULLY EXPLANATORY AND SUPPLEMENTARY HOWEVER, SHOULD NTS NOT TO SCALE INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT F. INTERIOR FEEDERS TO BE INSTALLED IN EMT. WITH STEL ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND ARCHITECTURAL SYMBOLS OC ON CENTER AS TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FITTINGS NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, OPP OPPOSITE SHEET TITLE EXPLANATION THEREOF G MINIMUM SIZE CONDUIT TO BE 3ti"TRADE SIZE INDICATED OR SPECIFIED IN BOTH STORAGE (p) PROPOSED E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS 3 THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR 38 PCS PERSONAL COMMUNICATION SYSTEM SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE THE RIGHT H FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT AND MATERIALS REASONABLY NECESSARY FOR THE PROPER PPC POWER PROTECTION CABINET GENERAL AND TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID—TIGHT FLEXIBLE METAL CONDUIT EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN 3 SF SQUARE FOOT ELECTRICAL THE CONTRACT DOCUMENT REMAINS SOLELY WITH I. CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE CONTRACT. ARCHITECT/ENGINEER CONTRACT DOCUMENT OR NOT AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED 4. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE SHT SHEET NOTES GUARANTEE J THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS IS INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF DETAIL REFERENCE KEY SIM SIMILAR 1. GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC. BEFORE INSTALLING ANY WORK, EXAMINE THE THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED SS STAINLESS STEEL YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT. WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TO COMPLETE THE WORK REFER TO STL STEEL 5 MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED TOC TOP OF CONCRETE SHEET NUMBER DURING THAT PERIOD, MAKE GOOD FAULTS SI IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND AND SHALL BE CONSIDERED AS PART OF THE WORK NO DRAWING DETAIL NUMBER TOM TOP OF MASONRY OR THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES ZED CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE 2 TYP TYPICAL DIRECTED BYN ARCHITECT.SHIP NO ADDITIONAL COMPENSATION AND AS K STEEALL L COORDINATE WITH BERIOR MOUNTING UILDING ENGINE TO EER PRIORI TO RE 2/A-3 VIF VERIFY IN FIELD MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER N'1 ATTACHING TO BUILDING STRUCTURE Y A-3 LION UNLESS OTHERWISE NOTED SHEET NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: uJsu o om®bneo 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL T-0 IG 0ILENOIRNPJSTLLC 3500 SUNRISEHIGHWAY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL GREATRNER NY1,r3D MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR CONSTRUCTION NOTES FOR FABRICATED SILT FENCE SHALL BE PROVIDED IF REQUIRED. THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE ' POSTS: STEEL EITHER T OR U TYPE. MEASURES ARE FUNCTIONING PROPERLY. POSTS WITH WIRE TIES OR STAPLES. SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE 6 THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WIRE 14 GA. 6" MAX. o THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. MESH OPENING. Y o X, REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE m N o,. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER t N EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION s FILTER CLOTH: FILTER X, MIRAR �' �s FOUNDATION. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION THEY SHALL BE OVER-LAPPED BY 61N AND FOLDED. dZ 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE 4• MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 100X' STABIUNKA T740N OR EQUAL c tt MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME CORRECTED. REMOVED WHEN " DEVELOP IN THE SILT FENCE. $, 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT PREFAB. UNIT: GEOFAB ENMROFENCE 3_o� QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO 8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL STATES. D.O.T. QUALIFIED PRODUCTS UST. OR EQUAL o¢ STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED CUT AND FILL SLOPES. AS COMPILING CONCRETE THICKNESS. 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND _ 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. WIRE FENCE- WHERE REQUIRED GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. MEASURES AFTER COMPLETION OF CONSTRUCTION AND COMMERCIAL TYPE C SILT FABRIC ON SUBMITTALS ESTABLISHMENT OF PERMANENT GROUND COVER. UPSTREAM SIDE OF FENCE DATE DESCRIPTION REVISION 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND 08/14/18 FDR PERYR o -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS 11. THE ESCAPE OF SEDIMENT FROM THE SITE 12/05/1e REVISED PER PU70RM , -BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL o Z 12/15/1e REV SED PER PE YR 2 EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR MEASURES AND PRACTICES PRIOR T0, OR CONCURRENT WITH, LAND-DISTURBING ACTIVITIES. 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL SEEDING GUIDELINES: DIRECTION of FLOW MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE o PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN FINAL STABILIZATION OF ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED, SHALL BE THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. LOAMED AND SEEDED. LOAM SHALL BE PLACED AT A MINIMUM COMPACTED DEPTH OF of /I WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 4". RECOMMENDED SEEDING DATES FOR PERMANENT VEGETATION SHALL BE BETWEEN IIII THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, JUNE 15 THROUGH AUGUST 1 AND SEPTEMBER 15 THROUGH OCTOBER 15. TEMPORARY GROU�E PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED VEGETATIVE MEASURES SHALL CONSIST OF AN ANNUAL OR PERENNIAL RYE GRASSI 5 M/\N SILT FENCE IS TO BE A TEMPORARY DENSITY. WITH RECOMMENDED SEEDING DATES BEING FROM JUNE 1 THROUGH AUGUST 15 AND j I� EROSION CONTROL DEVICE, AND SHOULD DEFr OATE I APP'o REVISIONS SEPTEMBER 30 THROUGH NOVEMBER 30. / / REMAIN IN PLACE UNTIL THE SITE IS WE Et 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS I I I j STABILIZED. RF oNY s' WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT ops LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH EVALUATE PROPOSED COVER MATERIAL 6'-0. CONSTR DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING BEFORE SPREADING COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A 5Re AC SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND REPRESENTATIVE SOIL SAMPLE AND SUBMIT TO A REPUTABLE SOIL TESTING LABORATORY NOTE: PROJECT NO 544-002 SHALL BE OF THE SAME THICKNESS. FOR CHEMICAL AND PHYSICAL ANALYSIS. THE PRELIMINARY TEST IS NECESSARY TO 1. DIG TRENCH. DRAWN BY BMM DETERMINE THE REQUIRED INORGANIC AND/OR ORGANIC AMENDMENTS THAT ARE NEEDED 2. LAY IN FABRIC TO BOTTOM OF TRENCH. C MPS 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS TO ASSIST IN ESTABLISHING THE SEED MIXTURE IN AN ENVIRONMENTALLY AND 3. BACKFILL TRENCH, COVERING FABRIC. REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ECONOMICALLY SOUND MANNER. THE RESULTS WILL GIVE THE COVER MATERIAL cF �V\ TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME CHARACTERISTICS SUCH AS pH AND FERTILIZATION NEEDS. THESE RESULTS SHALL BE ,O EXISTING GRAVELS SURFACING MAY BE EXCAVATEDCES OF GRAVEL SURFACING ASEPARATE Y ANDFROM REUSEDGFTIINJUROUS ONS AND WAVES. KEPT ON-SITE B THE CONTRACTOR AND AVAILABLE FOR REVIEW BY THE COUNTY. SILT FENCE DETAIL ��S_STE F�s,pf AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED -- NOT TO SCALE >� PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. SEED BED PREPARATION BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY PROPOSED COVER MATERIAL SHOULD BE SPREAD EVENLY OVER THE SITE AREA IN A MINIMUM y w COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH 4" LIFT VIA BULLDOZER/BUCKET LOADER. USING THE INFORMATION FROM THE SOIL ANALYSIS, Z APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED CAREFULLY CALCULATE THE QUANTITIES OF LIMESTONE AND PRE-PLANT FERTIUZER NEEDED FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL. PRIOR TO APPLYING. PRE-PLANT AMENDMENTS CAN BE APPLIED WITH A BROADCAST AND/OR DROP SEEDER AND INCORPORATED WITH AN OFFSET DISK, YORK RAKE, AND/OR HAND RAKE. F O]l O9 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE AFTER INCORPORATION THE PRE-PLANT SOIL AMENDMENTS, THE SEED BED SHOULD BE p�• NPS SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. SMOOTH AND FIRM PRIOR TO SEEDING. THE FOLLOWING SEED MIXTURES SHALL BE USED AS ROF C10 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS NOTED: EAL TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SEED MIXTURE THISDOCUMENTITHECRE DESIGN,PROPERTYAND COPYRIGHTIGHT ED 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. SPECIES/VARIETY LBS ACREORKOFT-MOBILEXPRESSANY PLICATTION OR USE WITHOUT WRITTEN 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE CREEPING RED FESCUE 20 CONSENT IS STRICTLY PROHIBITED TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK KENTUCKY BLUEGRASS 20 MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE PERENNIAL RYEGRASS 5 NOTE.IF DRAWINGS ARE22° 4',USE FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. NOTE.GRAPIFDRAICAL DRAWINGS ARE ALE 1/2 TIMES GENERAL EROSION & SEDIMENT CONTROL NOTES: OF THE NOTED SCALE. SITE NUMBER: 1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SEED TIME AND METHOD L113882D HEREIN AND STIPULATED WITHIN STATE STANDARDS SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO THE PREFERRED TIME FOR SEEDING THE COOL SEASON MIXTURE IS LATE SUMMER SOIL AND SITE NAME- MINIMIZE SEDIMENT LEAVING THE SITE. AIR TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDING GROWTH. WEED ORIENT AT&T TOWER 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE COMPETITION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND GROWING SEASON. ADDITIONALLY, HERBICIDE USE IS GREATLY REDUCED. HOWEVER, SEEDING 40200 MAIN ROAD ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR MAY BE DONE AT ANY OF THE ABOVE NOTED TIMES. ORIENT,NY 11957 OTHER APPROPRIATE MEANS. 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SHEEP TITLE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION MULCHING CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE NEWLY SEEDED AREAS SHOULD BE MULCHED TO INSURE ADEQUATE MOISTURE FOR SUCCESSFUL APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE TURF ESTABUSHMENT AND TO PROTECT AGAINST SURFACE MOVEMENT OF SEDIMENT-BOUND GRADING & DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE AGROCHEMICALS AND SOIL EROSION. IF MULCHING PROCEDURES ARE'NOT SPECIFIED ON PLANS, SEDIMENT NOTES CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLY GOOD QUALITY STRAW OR HAY AT A RATE OF 2 BALES/1000 SQ. FT. OTHER ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. COMMERCIALLY AVAILABLE MULCHES CAN BE USED. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. SHEET NUMBER 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE N�Z DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. M , -Mob le- GENERAL NOTES: FIBER REINFORCED POLYMER (FRP) NOTES: MASONRY CONSTRUCTION NOTES: *xonisumo xens '�SURRISEHIGI(WwAY GRWRN N11]]9 1 THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1. FRP PLATES, SHAPES, BOLTS AND NUTS (STUD/NUT ASSEMBLIES) SHALL CONFORM TO ASTM D638, 1. ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPUCABLE) TO CONFORM TO ASTM A615 LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D1OO 695, 790. PLATES AND SHAPES TO BE FY = 5.35 KSI LW (SAFETY FACTOR OF 8), .945 KSI CW GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, (SAFETY FACTOR OF 8) MIN. •FOR INTERIOR/ABOVE GRADE APPLICATIONS TYPE N MORTAR HAVING MINIMUM MODULUS OF UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. RUPTURE OF 100 PSI SHALL BE USED FOR EXTERIOR/BELOW GRADE APPUCATIONS TYPE M OR 2. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI h Y o n 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. •BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR (`.'J) M g MASONRY STRUCTURES. .2 q e S 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS 3, ALL FASTENERS TO BE 1/2" DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT. v m O EXPERIENCED IN SIMILAR CONSTRUCTION. SPACED AT 12 INCHES ON CENTER MAXIMUM, U.N.O., FOR PANELS AND AS DESIGNED FOR 2. ALL CMU TO BE 1500 PSI MIN REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 z STRUCTURAL MEMBERS. GRADE 60 SPECIFICATIONS ALL MORTAR TO BE 2000 PSI MIN. 9 " 4. -ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS, IF OBSTRUCTIONS ARE FOUND, •FOR INTERIOR/ABOVE GRADE APPUCATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF 3 a o CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. 4, THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 158 PSI FOR FULLY 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND EXISTING BUILDING, U.N.O. GROUTED BLOCKS. Z SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE •FOR EXTERIOR/BELOW GRADE APPUCATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS �• SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 5. STUD/NUT ASSEMBLIES SHOULD BE LUBRICATED FOR INSTALLATION OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 163 PSI FOR FULLY AND/OR CONSTRUCTION. GROUTED BLOCKS. / 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED, *BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR SUBMITTALS 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS MASONRY STRUCTURES wl oescaarwrr eEvWON 7. SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: mm m awm FM mm° 0 o STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE TOWER PLUMB &TENSION NOTES: "�0��10 `� DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS INSTALLATION TORQUE TABLE AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 1. PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE ULTIMATE TORQUE RECOMMENDED MAXIMUM DRAWINGS. 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR SIZE STRENGTH INSTALLATION TOROUE PROPOSED OPERATIONAL AND SAFETY EQUIPMENT 3/8-16 UNC a FT-LBS 4 FT-LBS 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. 8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION, CONTACT INFINIGY 1/2-13 UNC 18 FT-LBS B FT-LBS ENGINEERING IF ANY DISCREPANCIES EXIST 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES THE HORIZONTAL DISTANCE 5/8-11 UNC 35 FT-LBS 16 FT-LBS BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THE VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. -STEEL CONSTRUCTION NOTES: 3/4-10 UNC 50 FT-LBS 24 FT-LBS OfFT_ WE A,R REMM 4 THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE RIE 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, 1-8 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE RF wx, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS, I I HEIGHT SHALL NOT EXCEED 5 DEGREES. zo"c 8. WHEN TIGHTENING FRP STUD NUT ASSEMBLIES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT 0°s 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT / Ew,m OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH 2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. ME Ar. GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. SPECIAL INSPECTIONS NOTES: 9 STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND PROJECT NO. 544-002 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD. 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE DRA VEB JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE CH e 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES, DALLAS TX, BUILDING CODE, APPLICABLE SECTION(S) AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE Ars 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK: J0I 5 ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY).y • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U N.O. 12, ALL FRP PLATES TO BE FIBERPLATE MOLDED FRP PLATE b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS TO BE TIGHTENED (Vo 67 D W SHAPES TO BE A992. Fy=50 KSI, U N.O. / ) � . • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N.O. PER 'TURN-OF-THE-NUT" METHOD, • ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N,O. 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL. c` w • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. c. MECHANICAL AND EPDXIED ANCHORAGES 1 • BOLTS TO BE A325-X. Fu=120 KSI, U N.O. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FIBERGRATE COMPOSITE STRUCTURAL • U-BOLTS AND LAG SCREWS TO BE A307 OR A. Fu=60 KSI, U.N.O LABEL, d. FIBER REINFORCED POLYMER. 6. ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES, U.N O 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED SPREAD OF 50. DESIGN DOCUMENTS IS BEING INSTALLED. 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. PROF�39SEAL 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH -THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE 8, ALL HILT] ANCHORS TO BE CARBON STEEL, U.N.O. REPORT RR25536, DATED FEBRUARY 1, 2016, PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. • MECHANICAL ANCHORS- KWIK BOLT-TZ, U.N.O THIS DOCUMENT IS THE CREATION, • CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH DESIGN,PROPERTY AND COPYRIGHTED • CONCRETE ANCHORS:ADHESIVE - HY150, U NO. SECTION, THIS SHEET. THE APPROVED DESIGN DOCUMENTS. WORK OFT-MOBILE.ANY DUPLICATION • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. ITTEN 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING OR IS STRICT Y PROHIBITEDXPRESS 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS APPROVED 55 KSI ULT/50 KSI YIELD, U.N.O. BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS NOTE RANGE RECOMMENDED GRAPHICAL AL SCALE AND/OWiNGS ARE R GRAPHICAL SCALE AND/OR 1/2 TIMES 10. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MAXIMUM ALLOWABLE ANGLE CLIP OF THE NOTED SCALE. EDGE DISTANCE-CL4 BOLT TO END 2.0-40 30 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. SITE NUMBER: EDGE DISTANCE- CL*BOLT TO SIDE 1.5-3.5 2.5 LI13882D CONCRETE CONSTRUCTION NOTES- BOLT PITCH - CL•TO CL* 4.0-5.0 5,0 SITE NAME: 1. CONCRETE TO BE 4000 PSI ® 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 ORIENTAT&TTOWER SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FORWOOD CONSTRUCTION NOTES: 40200 MAIN ROAD REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER I ORIENT,NY 11957 AND ALL FOREIGN OBJECTS AND MATERIALS A MINIMUM OF THREE INCHES OF CONCRETE SHALL 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT PERMITTED. BENDING VALUE OF 1000 PSI MIN. 1 SHEET TITLE 2. EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE 2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN BENDING SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND VALUE OF 1000 PSI MIN. U.N.O. NOT TO ENCROACH ON BOLT HOLE GENERAL REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING AGENT, EX SAKRETE OR EQUIVALENT, TO ENSURE A QUALITY BOND BETWEEN EXISTING AND 3, ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR NOTES PROPOSED CONCRETE SURFACES. BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. SHEET NUMBER S-1 ` � m mI1 Mobile Is - I — � \ T-raoelu Nanmeasr„^ / s1m sunwse nxlnv�r J GRFAT RrvEP.NV 117]9 EXISTING RETAINING WALL x 1 ` PRDPDSED T-MOSILE RAISED 1 ij . a LL EQUIPMENT PLATFORM WITH CANOPY g3 SUBMITTALS pa7E DESCRIPTION RENSfON c4/0� m 1/1B RIXa1uO115AMD Sol W 1 MYf. oAlE MP'D Rh31'Olb - ' x RF wx ,mm on CoNm 3 �� x � s1E k PROJECT NO: 544.002 DRAWN BY. VEB CHEC BDA EXISTING OTHER CARRIERS RAISED JOHN (kal9 y ,';' -��G _ 1 EQUIPMENT PLATFORM NTH CANOPY i'J l'� Y qtr tf V. EC THIS DOCUMENT IS THE CREATION, \- -' '4 DESIGN.PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE IF DRAWINGS ARE 22"x34",USE x rS X s 3x ` GRAPHICAL SCALE ANDIOR 112 TIMES Ls ✓yam�' �% ` OF THE NOTED SCALE. \ = = x SITE NUMBER: L113882D F ' SITE NAME: ORIENTAT&TTOWER 40200 MAIN ROAD 4y;� r� f ti k ORIENT,NY 11957 SHEET TITLE SITE PLAN f.7(IS77NG MONOPOLE SHEEP NUMBER _ I y S-2 V 132 IS -Mobile T�CRILV NORTNeA9T LLC I SUNRISENI AY 1 fAEATR-NY 11129 S6 C 12'-6' C n jry S7 d p 5=0' 7=6' o^m F—` PROPOSED 1/2'DIA AJO7 BOLT(TI'P) o PROPOSED ANGLE CLIP L4x4x1/4'(TYP) PROPOSED ANGLE CLIP I I I a L6x6xl/2'(7?P) I - SUBMITTALS PROPOSED ANGLE L4x4x1/4'(T1P) wtC _ DESCR[ m REVW?4 cetol/10 KDdO RR REVIEW 0 li/pE/10 plJ9 OOYlQlR9 - I PROPOSED HSS 440/8"(TYP) I I I I I I o PROPOSED W0x22(7)P) I I I L.- L Lt I: OiPf. MQ AVAO AfV1501K '1 LL• LLLLLLLI 511 PROPOSED CANOPY(]YP) "` tLLL� I I I ' RF 3D1 1_LLL`LLtIL�L(`L,LLLII bow ILLILL�L��I�LLLti lI LLL.li`._LFLI.LLLI• Cl9ONL ,.tuL"L F PROJECT NO. 544002 DRAWN BY: VEB ° o CHECK BDA' ' PROPOSED VER77CAL HSS - - z 04018'(TYP) ° _ Irffr �- a o � IEC,�� 81 a q 1 I I I THIS DOCUMENT IS THE CREATION, S10 PROPOSED STAIRS DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE,ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. I. I I I I NOTE*IF DRAWINGS ARE 22"x34°,USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE, ° SITE NUMBER: 1 ° ° — — — ° °° L113882D ss - — — e o SITE NAME: ORIENTAT&TTOWER D 1 A} J A B 40200 MAIN ROAD S4 L ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS PLAN VIEW SCALE. NOT TO SCALE SHEEP NUMBER S-3 13 -Mob !L ra.+oonexoarxe�aruaAll 3=11 1/8' 9-5 1/8' Mu, °°s RwmMN�Y (iiFAT RIVER,NY l li]9 PROPOSED 1/2'DIA AJ07 BOLT(n P) _ o � PROPOSED ANGLE CLIP L6x6x1/2'(TYP) - s'R o - � N�g PROPOSED ANGLE L4x4x1/4' 101H _ (1)A307 BOLT AT EACH END(TYP) o 1-10 7 PROPOSED ANGLE CUP L04x1/4'(TYP) ° o ° Z PROPOSED HANDRAIL 2.375 SUBMITTALS PROPOSED DERACAL HSS 0.0. 40 SCHED PIPE(TYP) oo DATE I DESCRIP710N REvuroN 4x4x3/8'(TYP) wm/1a EN Issucu FOR RENEW a � N/01/I6 Pm COUNpRT t Q ta O w J 9 g Sg Er S9 S9 S9 JE 1 nne nide Y,v" RENsars Ms PROPOSED N70x22(TYP) / r\ ` e \ :a PROPOSED VERACAL HSS o o ca as 6x6x3/8'(TYP) F 1 sff Ar- ( ) I e� PROJECT NO. 544-002 ePROPOSED STAIRS ° S9 DRAWN BY: VEB 1 1 m -CHEC BDA S 10 (2) PROPOSED ANGLES L3x3x3/8" / TO FORM DOUBLE ANGLE(TYP) 10Hy - s9 �f�1 �+• X76" s'e' ll y D xt PROPOSED REBAR AES AT 0'-4'O.C. (FIRST 1=01) (TYP) PROPOSED(10)jffl WRACAL REBAR(TYP) THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT XPRESS WRIT-TEN PROPOSED 44 REBAR AES CONSENT IS STRICTLY PROHIBITED. AT 1'-0'O.C. (T)P) NOTE.IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE ANDIOR 112 TIMES i PROPOSED 1=6'DIA o OF THE NOTED SCALE. S9 CONCRETE PIER(TYP) 'owl SITE NUMBER: L113882D SRE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS SHEET NUMBER SECTION A-A -- SCALE: NOT TO SCALE S-4 W-10 1/4' =R. �il(�°uA9 6'-0' f0 )01/4" PROPOSED 1/2"DIA A307 BOLT(TYP) PROPOSED ANGLE CLIP L6x6x1/2'(T)P) V_ N Z m��m a Z ' PROPOSED VER77CAL HSS �- 440/8'(TYP) SUBMITTALS 6VE DESCWTioN Ni1W4 1/le essvc°rrxl Imxw ° PROPOSED HANDRAIL 2.375 O.D. 40 SCHED PIPE'(TYP) I W e7 ,I 1 1 9 S8 E� S9 ti3 S9 PROPOSED 07OX22(TYP) \�/ \i/ �� .�� Drm DATE MP'D I�v1WG o r51 PROPOSED WR17CAL HSSo l ° RFual 6x6x3/8'(TYP) 1=6' -. zalex co"m. 59' SnE M c (2) PROPOSED ANGLES L3x3x3/8' ` / ^ PROJECT NO 544-002 DRAWN BY: VEB TO FORM DOUBLE ANGLE(TYP) CHE c BDA . 5 4,5� DoH o S9 r GRADE � LcJ PROPOSED 1f4 REBAR TIES AT N y� 0'--4'O.C. (RRST 1-0).(lYP) PROPOSED 00)18 WR77CAL REBAR(TW) THIS DOCUMENT IS PROPOSED#4 REBAR 71ES DESIGN,PROPERTY ANDECOP RIGHTED AT 1'-0'O.0 (TYP) WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED, e PROPOSED 1'-6"D/A ' S9 CONCREIEPIER(]YP) �I NOTE:IF DRAWINGS ARE 22°x34",USE o GRAPHICAL SCALE ANDIOR 1/2 TIMES OF THE NOTED SCALE SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 4020D MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS SECTION B—B SHEET NUMBER SCALE NOT TO SCALE S-5 11 m E3 r.rnomte rlonnlenr ue GREATygrsEH ims GeGT RNfA l91'11iJ9 12'4 1/4' • - r n Y�a� f� �a PROPOSED 1/2'DIA A307 BOLT(TYP) PROPOSED ANGLE CUP L6x6x1/2'(TYP) PROPOSED ANGLE 1.001/4' WITH (1)A307 BOLT AT EACH END(7YP) a PROPOSED ANGLE CLIP L4x4x1/4'(TYP)-------- TYP) SUBMITTALS DATE DESCR MON RCYI504 t10/e1/IO mum ROI ftww ° PROPOSED VERACAL HSS ir/a/Ie arx couucros I 4x4x3/8'(TIP) I ro PROPOSED HANDRAIL 2.37,5 O.D. 40 SCHED PIPE(TYP)--------,., I W o - M 9 6 7 Drri. DATE AWa ansbas 1 S9 S9 S9 �oNAW eE� v E D� PROPOSED W10x22 CM) SRE Ac PROPOSED KRACAL HSS °° / o PROJECT NO: 544.002 6x6x3/8'(TYP) DRAWN(2) PROPOSED ANGLES L&&318- `` BY: VEB O CHECKED a BDA TO FORM DOUBLE ANGLE(TYP) p, 118 PROPOSED,.44 REBAR AES AT 09N �-4' 'O.C. (ARST 1-0')(TIP) RQiF� � PROPOSED(JO) VERACAL THIS DOCUMENT IS THE CREATION, REBAR(T)P) DEVGN,PROPERTY A WORK EANY DUPLCAND TO OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED PROPOSED 0 REBAR TIES NOTE IF DRAWINGS ARE 22"x34",USE AT J'-0'O.C. (TIP) GRAPHICAL SCALE ANWOR12TIMES OF THE NOTED SCALE. SITE NUMBER: 1 PROPOSED P-6'DIA o LI13882D 59 CONCRETE PIER(TTP) � SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS SECTION C-C SHEET NUMBER -- SCALE: NOT TO SCALE S-6 W-10 vT 4' ® ®Mobile EI IM-MV NaaYNEASY uc 2MSUNRISE WENWAY W-10 1/4' 6_0' EEEAT mI ,NY 11739 PROPOSED 1/2'DIA A307 BOLT(TYP) — — 14 PROPOSED ANGLE CLIP L6x64/2'(,TYP)----- Zs. TYP) ZSLL PROPOSED WR17CAL HSS I Z 4x4x3/8'(T)P) .I SUBMITTALS DATE DESCRIPTION REVISION ^� uA.roVie a�o,rsa R�Ov n PROPOSED HANDRAIL 2.373 sada+/m r«cou mas O.D. 40 SCHED PIPE(TYP) W � o - S8 EI v 59 S9 IE PROPOSED WlOx22(TIP) 0 O cm a.Ff MDU RM-011S RE RF MMI PROPOSED VERTICAL HSS 6x6x3/8 (TIP) m*- 1m �o (2) PROPOSED ANGLES L3x3x3/8" zalssc TO FORM DOUBLE ANGLE(1}F) ops ca+sTR. WE At PROJECT NO: $44-002 S9 m DRAWN BY VES CHECK BDA', S S O PROPOSED STAIRS t 700HN '� TO PROPOSED-,f4 REBAR 17ES AT O'--4'O.C. (FIRST 1=0)(T'yp)_- 1—ww •1, PROPOSED (10)J8 VERTICAL REBAR(TIP) �P PROPOSED 14 REBAR TIES THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED AT 1'-0'O.C. (TYP) WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. PROPOSED 1'-6'DIA o $� CONCRETE PIER(M) NOTE IF WINGS ARE 2Z'x34', E NDI0R 114 TIMES OF THE NOTED SCALE, SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS b 1 SECTION D—D SHEET NUMBER -- SCALE NOT TO SCALE S.7 o ©Mobile Tt 001LA NOMeAST LLC 1500 SUNRISE NmJ y GREAT gNFR,NY 11TJ9 12-6' 4=O' 2'-8" 3'-8' 2=2' Pig �^ P • , xonm 7 7 Z mZFl °,e L v�aa o m m at o ° 0 90 e - . (EQUAL)-~.- I AL) (� AL) e N PROPOSED ANGLE L4x4x3/8'(T1P) I SUBMITTALS I DJAE DFSCtUPiION REVISION m _ Ge/01)1� R9tlC0 iW pm" 0 4 TmnR erx COMYER S a • S10 PROPOSED 19—W4-73 GRART17') NG( i --J —•" —'•� PROPOSED mox22(TYP)' — I I I I I PROPOSED HANDRAIL 2375 I I I I I rani WTf. On 2�was O.D. 40 SCH£D PIPE(TYP) I I I IRIE -RF MW I ' ra�Rm I I I I I o ( WE�c 8 h ( I I ° PROJECT NO- 544-M DRAWN BY: VEB I I CHECKED BY' - BDA I I I I I N o r Vv I I I z I I ,!, ,,�� ,�R..joyN PROPOSED VERTICAL HSS b � }} 4x4x3/8'(TYP) ° '--'-- ------- ------ a14) I ( 3 PROPOSED gg' H-FRAME I o 1 I I I THIS DOCUMENT IS THE CREATION, PROPOSED STAIRS.--- WORK OF T•MOBI Y ANY DUPLICATION S 10I I _ _ _ _ I _ _ DESIGN,PROPERTY AND COPYRIGHTFa7 OR USE WITHOUT EXPRESS WRITTEN I i I - I CONSENT IS STRICTLY PROHIBITED. I I o NOTE IF DRAWINGS ARE 22"x34",USE I 3 I I GRAPHICAL SCALE AND/OR 1.TIMES OF THE NOTED SCALE. • ° a S1_1 o SITE NUMBER: o ®o ---- -- ;O; =-- o® o L113882D ° SITE NAME: ° e ° (EQUAL) (EQUAL ° ° ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SECTION E—E SHEET TITLE -- SCALE NOT TO SCALE. PLATFORM DETAILS SHEET NUMBER S-8 y N07E,• BEAMS, CHANNELS, AND m � ® m ANGLES TO BE COPED AS NECESSARY. Mobil( T21001LE NORTMBg6T LLO ]Sm SUNR15EHiGHWAY t PROPOSED ANGLE 04018-(TYP) GREATRNEq,NY,tTi9 G I I PROPOSED PLATE&01/4"(7-0 FF \ IF �- PROPOSED 1/2'DIA A307 BOLT(7YP) 4 0 r--PROPOSED 2375'O.D. 40 SCHED PIPE, N e t PROPOSED VERTICAL REBAR(10)18(TYP) 4-0'LONG(TYP) O rO �zmm PROPOSED 3/4'DIA A615 GR. 75 ANCHOR PROPOSED 2.375'O.D. 40 SCHED PIPE, z -�a=� �ml* Wl7H 2'-0•EMBEDMENT(7YP) 6-6"LONG(TYP) » o 'o �LL PROPOSED HSS 6x6x3/8' G PROPOSED CROSSOVER PLATE 7 /� H—FRAME DETAIL SITE PRO 1 PART#SCXi-K(TYP) L o _ 0 — O PROPOSED PLATE IOXIOx1' -- SCALE: NOT TO SCALE SUBMITTALS 0- O PROPOSED 1=6'DIA CONCRETE PIER DATE omcmp ml RNTIOi 0 LP%ni/tn ISSUED IN RLMSYI n 7 4' PROPOSED MOx22 0 ,I FOUNDATION -- SCALE NOT TO SCALE / PROPOSED 2,375.O.D. 40 SCHED PIPE, +f4 -PROPOSED PLATE 4x4xJ8 6'-6'LONG(TYP) nEvc •w¢ �rro Resorts art ' 1V RF um za,a+c i PROPOSED HSS 6x6x3/6" PLATE TO W 10 x 2 2 CONN _PROPOSED 2.375'O.D. 40 SCHED PIPE, CoMm 4'-0"LONG(TYP) -- SCALE N07 f0 SCALE SM At PROPOSED PLA7£1Ox10x1' PROJECT NO: 544-002 —PROPOSED 1-6'DIA CONCRETE PIER DRAWN BY. VEB CHEC BDA GRADE PROPOSED CROSSOVER PLATE JOF/N SITE PRD 7 PARTS SCXI-K(TYP) PROPOSED HSS 6x6XJ/8' Gjj's�o PROPOSED 3/4'DIA A615 GR. 75 ANCHOR , ►NTH 2i-0'EMBEDMENT(TYP) 'o PROPOSED PLATE 4X03/8' 1} o I _1/4' D,s U N _ 5' PROPOSED 1/2'DIA AJ07 BOLT(TYP) T74 911 1 PROPOSED PLATE 8x4x1/4•(TYP) PLATE TO HSS CONN. -- SCALE: NOT TO SCALE THIS DOCUMENT IS THE CREATION, PROPOSED ANGLE 04018'(TYP) DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN /� CONSENT IS STRICTLY'PROHIBITED. /-4 \/ SECTION G—G NOTE IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE AND/OR 1/2 TIMES SCALE NOT TO SCALE OFTHENOTEDSCALE PROPOSED 2.375 O,D. SITE NUMBER: I 40 SCHED PIPE L113882D 14' PROPOSED PLATEPROPOSED PLA 7E J SITE NAME: PROPOSED 610x22 PROPOSED 61Ox22 1�� I 5 3/45 3/44/4' 5 3/4x5 3/4x1/4" ORIENTAT&TTOWER PROPOSED 2375 O.D. 40200 MAIN ROAD O ORIENT,NY 11957 PROPOSED A36 ANGLE CLIP — PROPOSED A36 ANGLE CLIP PROPOSED 1/2'DIA 40 SCHED PIPE • ' L4x4x1/4'(801N SIDES) 0 L3xJx1/4' AJ07 BOLT(r1P) PROPOSED 1/2•D/A © SHEET TITLE Ev c PROPOSED 5/8'DIA PROPOSED 5/8`DIA A307 BOLT(TYP) A325 BOLT(T)P) A307 BOLT(TYP) PROPOSED 61Ox22 1 4' PROPOSED ANGLE L4x4x3/8" CONNECTION DETAILS SECTION F—F 4 1 W10x22 TO W10x22 CONN. /—B-\ W10x22 TO ANGLE CONN. /-9 \ HANDRAIL CONN. SHEET NUMBER -- SCALE: NOT TO SCALE -- SCALE. NOT TO SCALE �_ SCALE: NOT TO SCALE -- SCAIF• NOT TO SCALE S.9 PROPOSED 1/2'DIA A 30 7 BOLT(TIP) it al -Mobile m 4 PROPOSED CIOX20(TIP) ';,°° NOR-1 GREAT RMER w 11M 5'-0' I 2'-6" 1 4' PROPOSED PLA7E 6x2 3/4x1/4"(TIP) a I I PROPOSED HANDRAIL 2.375'O.D. 40 y p q SCHED PIPE(TIP) V g /-2\ SECTION H—H Z 3a � SCALE NOT TO SCALE I..L ° I I o PROPOSED C10920(TtP) SUBMITTALS DUE I DESCRIPTION REVl510N _1 4' wo/la Tfll[p 1CR P m a PROPOSED HANDRAIL I I 1 4 (TYP) u/ayle RrR rmGams 1 2.375 O.D. 40 SCHED PIPE(T(P) I I ' C1Ox20 TO C10x20 CONNECTION -- SCALE' NOT TO SCALE I I � _ W PROPOSED FASTENAL PROPOSED 19-W4-73 GRAANG W OfPt. GALE APr'D rsvnmr, PROPOSED 1 3/4'x3/16 BEARING BAR(T) 0500597 GRA ANG CLIP PROPOSED 1/2'DIAMETER R`MV` W10x22(1),P) A307 BOLT(TIP) :cm casTR slr,uc. PROJECT NO. 544-002 0 DRAWN BY- VES CHECKED BDA 00011' I- (TIP) (TIP) iQT NE�/ Y �R. --\ GRATING DETAIL '� JoyNs�Q �o `r HF iH I I © -- SCALE: NOT TO SCALE ' I I n _ J I I J PROPOSED W10x22 �i 'J E,a I�aJ :C o a'' rr I I / Of PROPOSED A36 ANGLE CLIP 9 1 IJ ( I L6x3x1/4•(BOAT SIDES) Ot --PROPOSED 5/8'DIA THIS DOCUMENT IS THE CREATION, 0 A307 BOLT(TP) DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE,ANY DUPLICATION PROPOSED C1OX20 OR USE WITHOUT EXPRESS WRITTEN Fr- I CONSENT IS STRICTLY PROHIBITED NOTE:IF DRAWINGS ARE 22"44",USE GRAPHICAL SCALE ANDIOR 112 TIMES C10x20 TO W10x22 CONN. OF THE NOTED SCALE. SCALE: NOT TO SCALE SITE NUMBER: L113882D r `- PROPOSED C10x2O(TIP) SITE J.I ORI NTAT& �TOWER PROPOSED WIOx22 o _ 40200 MAIN ROAD 1 4' (71P) PROPOSED PLATE IOx7x1/2" ORIENT,NY 11957 I PROPOSED HSS&W18' SHEET TITLE PROPOSED 5/6'DIA A325 BOLT(TIP) STAIRS DETAILS GRADE 3/8' STAIRS DETAIL /-6 \ SECTION J—J SHEET NUMBER SCALE NOT TO SCALE -- SCALE. N01 TO SCALE S-10 -10 Talloelle NONTMCA9T ue �soo swwN:ww+w.r .� cararwven,rrrnnv 12=6' ROOFING TO BE 18 GA CORRUGATED STEEL, 6' <!' INSTALLED PER MANUFACTURERS SPECS Typ ANCHOR TO PROPOSED TUBES AND ROOF PROPSED 3/B- THICK ANGLE BRACES INTH 3/B"BOLTS 24"O,C CAP PLATE(IIP) V xo� Z �m 3< 7 O c 1 SUBMITTALS PROPOSED HSS 4x4x3/8' `D DATE I DESCRIP71ON RMSEON `D COLUMN(TYP) P�12/fjf. rex Cmh— PROPOSED 3/8' THICK BASE PLATE(TYP) LL SECTION 1-1 a COX APP aV� Rv� ffMAU. SCALE NOT TO SCALE zaew on Cara-. sac W. PROJECT NO; 544-OD2 DRAWN BY: VEB CHECKED BY. BDA F r�E1N r V8 EAPE SID / �a.Joc) 0 HSS4x4x3/8 ' F 0 BfAM ! �� 3/8'THICK 5/8'DIA A325—X THIS 8 N; CONNECTION PLATE BOLT(TYP) DESIGN,PROPER 6COPYRIGHTED WORK OF T•MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN SECTION B-B CONSENT IS STRICTLY PROHIBITED. 3b, PROPOSED TYP NOTE IFDRAW NGS ARE 22'x34°,USE 11 WIOx22(TYP) 318-THICK 1/4 EA SIDE GRAPHICAL SCALE AND/OR 12TIMES CONNECI70N PLATE OF THE NOTED SCALE _ p p PROPOSED 1/2'DIA J. N HSS4x4x3/8 A325 BOLT(TYP)- BEAM SITE NUMBER: LI13882D D PROPOSED HSS — SITE NAME: ORIENT AT&T TOWER � 4x4x3/8"(TYP) (�) �J PROPOSED 1/2"DIA B 8 40200 MAIN ROAD C) f PROPOSED PLATE 00A325 BOLT(TYP) HICK 3/8"T \~ ORIENT,NY 11957 HICK 8x5 3/4x3/8'(TIP) MLE PROPOSED HSS CAP PLATE I BOLT 112- 1315—X1/4' 1PROPOSED 4x4x3/8`(TYP) 1 4 1 ( ) SHEET TITLE W10x22(TYP) _ 1/4` 1 HSS04318 CANOPY B 7/8" PROPOSED 3/8' DETAILS (TYP) THICK PLATE(TYP) SHEET NUMBER n BASE PLATE 3 BASE PLATE BEAM TO COLUMN CONNECTION -- SCALE: NOT TO SCALE -- SCALE NOT TO SCALE -- SCALE NOT TO SCALE PROPERTY SURVEYOF V. R°ate �D 8.23 �t l Y8'°O , PAEE1Vr �Qa� SITUATE y +8.12 10011 ORIENT POINT 1 TOWN OF SOUTHOLD _�`� � � SUFFOLK COUNTY, N. Y. __ +6.D5 /+8.36 (20) SURVEYED: DEC. 5, 2018 ASPHA LT P AVEMENT +7.88 +7.22/ NOTES. 1. PROPERTY KNOWN AS TAX MAP# 1000-015-09-8.1 3 iw TBHx690 2. LOT AREA =202,276 SQ.FT. (4.643 ACRE(S)) +7 __ �� 3. THIS SURVEY WAS PREPARED USING A TRIMBLEAWA S3 ROBOTIC TOTAL STATION. / /+7.82 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. 5. ELEVATIONS REFER TO A NAVD88 DATUM. xs42 x6.39 STANDARD NOTES: -�` mar 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. DOCK 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF _ PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE a LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. Z DOCK S 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND W IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO 6.92 ti THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE Q ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, - �� a 0:_ POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHERD IW TYPE OF CONSTRUCTION. Q OCKW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. Af DOCK +7.75 DOCKn +6.30 _ 4 ' q�i +7.51 � ' T81rxs.ss +9.21 x6.9040 08.05 CONCREjE ti587' � +a.o7 w00D w RAMP C 0 MANHOLESo PLAT. 20.4 50.2 A/C UNIT AREA O783 `f7.93 1 2 o� F .S'tOry y °o GATE a ' O z 8 N 7aMe ReStaurant 10.6 N 19.7 y j #90200 � �, ' JL _ Orient B Q� SID winious +B.oS 20.6 10.5 FFL y10.p000� Sea" 27.0 PIL c9�E AREA cl 66.3'�, RA1SED WOOD DE 42.6 m Z O N MAS RAMP RAMP PL C1 MANHoO r0) RASED WOOD DECK W Cos.ss � o � PL. > "i 4.0 f0 �Hx712 .3 q O N h Q Ca � O I 0 4.0'ETY q 20.0 DOCK O W ' +7.00 ' a N v 1 cc Lij3 a D J ~ J 2 a 15 ZQ W 0 +5.301 7.15 \ fa Y / +7.45 8j +7.45 765 Doac ,. SAND, GRAVEL AND DIRT AREA \ c b g a T13H=6.60 7BH=6.75 \ ' Q) CONCRETE BOAT RAMP +2.33 ` " �` 47 C\1 ' a O ku M TBH=6.95 BOARDw" BUIKHEAp I ;' 1BH=8.20 CIS I 125' 19.5' +9.25 172.9' I to +9.07 249.7' � SAND,GRAVEL AND DIRT AREA tl M W 1 / m (� ^ADJ.T811=9.90 4.40 leo 307.00 " SAND, GRAVEL AND DIRT AREA / TBHx8.40 00 Ci 3Ag• A \ � u \ ROCK REVETMENT 1 HIGH WATER LINE SAND/BEACH AREA _- -- .0�C. L I-,G .�' ,' - LOW WATER UNE m (Y\ CO MICHAELK L,W 1CK51; I?L.S. #50390 MICHAEL K WICKS LAND SURVEYING p 200 BELLE VIEW AVENUE, CENTER MORICHES, NEW YORK 11934 D' VOICE. 631.874.0156 - FAX. 631.909.3845 www.wickslandsurvey'ing.com RECORDS OF RICHARD C. DRAKE 0A A SCALE: SURVEYED BY: DRAWN BY: SHEET: n 1"=30' S.S./J.R. S.S. 1 OF 1 C:\Users\sonny\Documents\40200 MAIN ROAD ORIENT (ORIENT BY THE SEA).dwg(SURVEY (17L)) Last Modified: Dec 11, 2018 Plotted by sonny