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HomeMy WebLinkAbout45203-Z FOC cert Town of Southold 11/13/2021 a y� P.O.Box 1179 53095 Main Rd 4.f dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42539 Date: 11/13/2021 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2020 pursuant to which Building Permit No. 45203 dated 9/14/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless co-location for T-Mobile as applied for per ZBA#7274 dated 2/21/2019. The certificate is issued to 40200 Main LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45203 6/ /2021 PLUMBERS CERTIFICATION DATED 4 A o ized nature ao�SUF o� X/C TOWN OF SOUTHOLD a BUILDING DEPARTMENT y? TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) _ \ Permit#: 45203 Date: 9/14/2020 Permission is hereby granted to: 40200 Main LLC c/o RWN Management LLC 712 Fifth Ave FI 30 New York, NY 10019 To: install a wireless co-location as applied for per ZBA and site plan approval. At premises located at: 40200 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-9-8.1 Pursuant to application dated 8/31/2020 and approved by the Building Inspector. To expire on 3/16/2022. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 f Building Inspector Town Hall Annex ® Telephone(631)765-1802 54375 Main Road `z -, Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlin(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 40200 Main LLC Address: 40200 Route 25 city,Orient st: NY zip: 11957 Building Permit#: 45203 Section 15 Block. 9 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Charles M Dwyer License No: 4278ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph X Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment Notes New 200A Panel 24 Circuit - 7 Used a Switch and Overhead Lighting Inspector Signature: P Date: June 14, 2021 S.Devlin-Cert Electrical Compliance Form As _ # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 %- � 1 NSPECTI ON. [ FOUNDATION 1 ST Ad- f 1� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND, COIV'l' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l DATE INSPECTOR 1)2 �o�a0f SOUj � �?� 2,ja,,d A/t" # # TOWN OF SOUTHOLD -BUILDING DEPT.- 765-1802 INSPECTION [- ] FOUNDATION 1ST [ ] ROUGH PLI G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] `FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C11/OO REMARKS.: � NI " rI r �... cr Kv DATE � INSPECTOR - = # # TOWN OF SOUTHOLD BUILDING DEPT. �yrouxn ''� 765-1802 : INSPECTION [ ] FOUNDATION 1ST--, [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [XF NSULATION/CAULKING FRAMING /STRAPPING [ INAL(, 1are,a [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ION [ ] PRE C/O MARKS: t o -Aw'� &)Av6, 4 — �&v gre4tA06f 9,Avow" g � DATE INSPECTOR W42 INFINIGY8 FROM ZERO TO WFINIGY the solutions are endless 1033 WATER,V,�IET SHAKER RD,A1118AN1X',f4Y 12205 September 29,2021 Marie Russo Highlander Consultants, Inc. 155 Carleton Ave E. Islip, NY 11730 631-581-8105 office RE: PE Close Out Letter T-Mobile Site Name: Orient AT&T Tower T-Mobile Site ID: L113882D Site Address: 40200 Main Road, Orient, NY 11957 To Whom it may Concern, Infinigy has conducted a post construction review of the above-mentioned site. Infinigy has prepared the drawings for the above-mentioned site and as such,we have conducted a final review of the proposed installation for the sole purpose to verify that the installation was completed in accordance with the site plans. Based on our review of the Signed and Sealed Engineering Drawings for this site completed by Infinigy (Revision 4, Dated 07/02/21), and contractor-provided As-Built Drawings & closeout photos, the following items deviate from the original site plans: • The proposed generator was not installed. • The proposed 6102 Equipment cabinet was not installed.The 6160 and B160 equipment cabinets were installed in its place. • The proposed RRUS 11 were not installed at ground level and were replaced with an alternate model remote radio unit. The above deviations do not negatively impact the integrity of the project and therefore,it is the opinion of Infinigy that the site was built in general conformance with the site plans as prepared by Infinigy. Please free to contact me at (518) 690-0790 if you have any questions or require additional information. F NE Sincerely, �p``as.s Ewyo�, � F2s� . 4 John Stevens, P.E. W gy } 7 g In mi I](a 17,091 INFINIGY "', y h s}FR' x�1 R I �j '' f r.�N�.�YYe'✓�t4Y..��1Lwror '� �� #�'�ir �f �µ !` e :�'A ��� 1 }r}: i ,.,,..�'., d.. 1 ✓ 'At � �� °� �'� ZZ ��01ZJ? FIELD INSPECTION REPORT jDATE GO � N -41 FOUNDATION(1ST) (3j � -------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING 00 INSULATION PEA N.Y. IVAy STATE ENERGY CODE rA /1 FINAL l , ►" •` .inn � MMi S- S e24m X ' • a H U Q: 129Y D AUG 2 4 2018 !, BtrMMG DEPT. 1 �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICARXINYMP BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 �j Survey Southoldtownny.gov PERMIT NO. O J Check Septic Form MYSDEC Trustees C 0 Application Flood Permit Examined off 120 Single&Separate Truss Identification Form r Storm-Water Assessment Form 11/ Contact: Approved 20 Mail to Highlander Consultants,Inc Disapproved a/c 155 Carleton Ave,E Islip,NY 11730 ' Phone.631-581-8105 �`'� �) ExpiiaZl n"" /1(��ff — 611S" ) n ! uild ng Insp AUG 3 1 2020 APPLICATION FOR BUILDING PERMIT ! + �,r G SSI 1 `� BLMM G DEPT- Date 120 INSTRUCTIONS a((fi�.t. N , S"F01 T!;J'-LD This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in witting,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. T-Mob4e Northeast L By: Signature of ap scant or name,if a corporation) 3500 Sunrise Hwy,Great River, NY 11739 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Lessee Name of owner of premises MGH Enterprises Inc. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1.. Location of land on which proposed work will be done: 40700 Main Road rlriPnt House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Marina and telecommunications b. Intended use and occupancy Marina and telecommunications 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work U. (Description) 4. Estimated Cost � Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor If garage, number of cars NA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated marine II 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO X 14.Names of Owner of premises MGH Enterprises Inc Address PO Box 333,Orient Phone No.631-373-2424 Name of Architect Infinigy Engineering-John Stevens Address 1033 Watervliet Shaker Rd Phone No 516-690-0790 Name of Contractorcomceil contracting Inc AddressAdbany,NY 12205 PQne No 631-654-5915 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YbrEoaSk j�741 NO x * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF SUFFOLK CN L V i; P being duly swom,deposes and says that(s)he is the applicant (Name of individual signingcontract) fa,bove named, (S)He is the h/'��n_` (C tractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi G day of 20 LS 9 1 1 , rr)� f V'j!�Notary Public Signa f Applicant JENNIFER DONOHUE Notary public-State of New York No. OID06211094 pualifled in Suffolk County Commission Expires 09/08/2p. 5 BOARD MEMBERS Southold Town Hall LesliejKanes'Weisman,Chairperson SOF so Southold 53095 Main Road•P.O.Box 1179 y> O �� 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor. Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOliYCOU Southold,NY 11971 D ``� -� RECEIVED D http://southoldtownny.gov • $.* ;; V)?M F E B 2 8 2019 ZONING BOARD OF APPEALS 6 201 TOWN OF SOUTHOLD FEB 2 � 2� I3 .D 1 Tel.(631)765-1809•Fax(631)765-9064 • TOWN OF S OLD Sou old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21,2019 ZBA FILE: 7274 NAME OF APPLICANT: MGH Enterprises,Inc., T-Mobile PROPERTY LOCATION: 40200 Route 25, Orient,NY SCTM#1000-15-9-8.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property'under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 4, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is the coordinator's recommendation that the proposed action is recommended as CONSISTENT with the LWRP. TOWN OF SOUTHOLD PLANNING BOARD: This application was referred for comments to the Town of Southold Planning Board. In a memo dated January 16, 2019, Members of the Planning Board expressed their support of the application with the following comments: a) Substantial evergreen screening must be added to the new,equipment compound to the west and north sides to mitigate visual impact. b) Approval is recommended with conditions as listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards,P.E. of CityScape dated October 24, 2018. PROPERTY FACTSMESCRIPTION: The subject property is a conforming lot in the in the MII Zoning District. The parcel is improved with a one-story fi•ame restaurant with attached deck, accessory one story and two-story -----bttild-ings—along-with--boat flips -The,-pr-eper-ty--measur-e"91,72-feet-fronting-Mairi-Rd.--(S-.. 25) t e north, 752 feet along the easterly property line, 348.41 feet on Gardner's Bay to the south, and 1000.1 feet on the westerly property line. All shown on a survey prepared by Michael K. Wicks,LLS, dated December 5,2018. } f Page 2,February 21,2019 #7274,MGH Ebterprises/T-Mobile SCTM No. 1000-15-9-8.1 BASIS OF APPLICATION: Request for a Variance under Article XIII, Section 280-56; based on an application for a permit to collocate a wireless communications facility on the 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. RELIEF REQUESTED: The applicant requests variance relief to install a wireless telecommunications equipment compound with a side yard setback of 7.25 feet from the subject property line, adjacent to an R-400 Zoned NYS State Park,where 25 feet is the minimum permitted by code. ADDITIONAL INFORMATION: On February 15, 2012 in ZBA #6533 the Zoning Board granted MGH Enterprises Inc./New Cingular Wireless, LLC variance relief to install a new wireless communications tower and equipment compound having a 7.1-foot side yard setback from the property line, which was subject to a condition that they return to the Zoning Board if, in future, they wish to increase the height of the monopole. On February 17, 2017 in ZBA decision #7023 the ZBA granted Verizon Wireless Communications variance relief to install a new device on the existing communications tower and to expand the footprint of the existing equipment storage area. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking used by Plum Island employees, a large interstate ferry terminal with parking area, an R-400 zoned protected NYS State Park which cannot be subdivided and two large residential developments across NYS Route 25, to the north. Any detriment is mitigated by the placement of the proposed cellular equipment compound at the southernmost end of the property which is the farthest distance from existing buildings and residences in the area. Additionally dense screening exists on site and is proposed for the new equipment compound to further mitigate visual impacts. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To function properly, the proposed equipment compound must be located next to the existing equipment compound which was previously granted a 7 ft. 1 in. side yard setback 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 70% relief from the code. However, the proposed equipment will be concealed inside a secure fenced compound area screened from the adjoining State Park area with landscaping and adjacent to an existing equipment compound that has had no adverse impact. Moreover, the colocation on the existing monopole will improve cell coverage needed by the community and law enforcement agencies and the Town supports collocation of existing antennas, instead of creating new sites in many locations. . 4. Town Law X267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The Page 3,February 21,2019 97274,MGH SnterpriseslT-Mobile SCTM`No. 1000-15-9-8.1 adjacent property is owned by Long Island State Park Commission (Orient State Park) and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. S. Town Law 4267-b(3)(b)(5). The difficulty has been self-created.However,the original site chosen for the existing tower has not caused any physical or environmental problems for either the surrounding residentiahcommunity or the commercial community. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new wireless telecommunications equipment while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the Architectural plans prepared by John S. Stevens, P.E. of Infinigy, dated December 5, 2018, and the survey prepared by Michael K.Wicks LLS, dated December 5,2018. SUBJECT TO THE FOLLOWING CONDITIONS. 1. Pursuant to the request by the Town of Southold Planning Board,proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code. 2. Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact. 3. Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N.Edwards,P.E. of Cityscape dated October 24,2018. 4. Site plan approval received by the Town of Southold Planning Board. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Page 4,February 21,2019 #7274,MGH Enterprises/T-Mobile S CTM No. 1000-15-9-8.1 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance Was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) c Leslie Kanes Weisman, Chairperson Approved for filing ;rI2019 OFFICE LOCATION: = MAILING ADDRESS: Town Hall AnnexQ� 0(/� '� P.O.Box 1179 54375 Stale Route 25 Southold,NY 11971 �� cs (cor.Mein Rd-.13tguug�Ave.) tr ,L ' ,'; %� l Telephone:681 765-1958 o f r - ,��� i.P- iv i, > ww .southoldtownny.gov AUG 3 1 2020 ?IT?T,TPT TC,T.-YE11-1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Mr. Bryan Felton Highlander Consultants, Inc. 155 Carleton Avenue East Islip, NY 11730 Re: Approval—Proposed Co-location for T-Mobile Northeast at MGH Located at 40200 Rt. 25, ±345' s/w/o Lands End Rd. & NYS Rt. 25, Orient. SCTM#1000-15-9-8.1 Zoning District: Mil Dear Mr. Felton: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 11, 2019: WHEREAS, this Amended Wireless Communications Application is for a proposed T- Mobile colocation between 70'-80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping_ There are 13,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine 11 Zoning District; and WHEREAS, on September 14, 2018, Bryan Felton, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, on September 14, 2018, pursuant to §280-74A(4) of the Town Code,the Planning Board received submission of$8,500 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's Review; and WHEREAS, on October 4, 2018, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to provide technical assistance to the Board in reviewing and evaluating the proposed wireless application; and T-Mobile Northeast an.MGH Pae 12 March 12,2019 WHEREAS, on October 15, 2018, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on November 20, 2018, the Planning Board received a report prepared by Jonathan N. Edwards, P.E. of CityScape noting that a side yard (area) variance is at the Town's discretion and if granted, CityScape recommends approval of the application consistent with the Structural Analysis dated January 29, 2018 with four(4) conditions; and WHEREAS, on December 20, 2018, Bryan Felton, agent to the applicant, submitted a revised site plan and construction drawings relocating the compound further from the west side yard property line, and in line with the existing ground equipment compound; WHEREAS, the revised site plan was submitted to the Zoning Board of Appeals (ZBA) requesting a side yard area variance; and WHEREAS, on January 4, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 7, 2019, the Southold Town Code Enforcement officer stated there were no open violations on the subject parcel; WHEREAS, on January 11, 2019,the Southold Town Trustees determined that the proposed equipment compound would not have any anticipated impacts to wetlands in the vicinity and does not require a permit; and WHEREAS, on January 14, 2019, a public hearing was held by the Planning Board for the above-referenced Site Plan and held open because not all adjacent property owners were properly notified; and WHEREAS, on January 16, 2019,the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 16, 2019, the Southold Town Engineer reviewed the above- referenced application, required contact with the NYSDEC and determined the proposed project is exempt from the Southold Town LWRP Chapter 268, Minor Actions item (F); and WHEREAS, on January 28, 2019, the Orient Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on January 28, 2019, the Town of Southold LVVRP Coordinator reviewed the above-referenced project and determined the proposed project is exempt from the Southold Town LWRP Chapter 268, Minor Actions item (F); and T-Mobile Northeast @ MGN Pae L3 March 12. 2019 WHEREAS, on February 5, 2019, the NYS Department of Environmental Conservation (NYSDEC) stated that the issued Tidal Wetlands Pen-nit(1-4738-00898{00022)that expires August 25,2021 must be revised!amended to provide for the proposed equipment compound; and WHEREAS, on February 11,2019, a public hearing was continued and closed by the Planning Board for the above-referenced Site Plan; and WHEREAS, on February 26, 2019,the Zoning Board of Appeals (ZBA)granted an area variance under file#7274 with four (4)conditions,for the proposed equipment compound at less than the required side yard setback of 25' in the Marine—11 (M-il) zoning district.The proposed compound is provided at 7'3." Conditions: (1)Pursuant to the request by the Town of Southold Planning Bodrd, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code; (2)Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact; (3)Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards, P.E.of CityScape dated October 24, 2018; (4) Site plan approval received by the Town of Southold Planning Board; and WHEREAS, at a Work Session held on March 11, 2019, the Planning Board found that with exception of an updated NYSDEC permit and the proof of filing for Covenants & Restrictions, all applicable requirements of the Site Plan Regulations Article XXIV, §280 —Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with conditions to the Site Plan entitled "T-Mobile Northeast LLC", prepared by John S. Stevens, P.E, dated August 14, 2018 and last revised December 13, 2018, and authorizes the Chairman to endorse the Site Plan once the first two conditions listed below are met. Conditions: Conditions 1&2 to be fulfilled prior to the Planning Board Chairman endorsing the site plan, and prior to building permits being issued 1. Submit a copy to the Planning Department of the modification to NYSDEC Permit#1-4738-00898100022, as required; 2. The applicant shall submit draft Covenants and Restrictions (C&R's)to the Planning Board for their review and approval. Once approved,the C&it's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit T Mobile Northeast(aD_ MGH Pae 14 March 12, 2079 The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound is maintained as approved for the life of this facility; and Conditions 3 through 6 are ongoing conditions of the site. 3. No exterior lights were reviewed or approved In connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Manning Board and must meet Town Code§172 Lighting. 4. All of Applicant's feed lines/eagles shall be installed inside the monopole structure;and S. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 6. The facility shall remain secured and protected from unauthorized personnel. Please note the following requirements in the Southold Town Code relating to Site Plans: 9. No outdoor lighting was approved with this application. Any outdoor lighting at this wireless facility must be reviewed and approved by the Planning Board, and shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time ail proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval fetter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. T-Mobile Northeast MGH Paej 5 March 72, 2019 If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector,with map James Richter, Engineering Inspector,with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above,that must he satisfied prior to the issuance of a Building Permit. Print Warne: 5C4 , Applicant/Agent Signature- Date: �`� zzzzzzzzzzzzzizzziA&iiiA&iZiALAm T M ._l-,.M_WTingZT1 j Gy�c BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ��l �a0 Telephone (631) 765-1802-FAX(631) 765-9 02 Temporary Certificate # Date //" 2021 Customer Name _ D Electrician Name CFI s ,� G Address qb2DU ,u ogir, ,�Nr Phone sr- e-mail e-mail a-mail A/ L p Qj © — , CGM Phone License# Ll 2 76r _ M E Size QC) A Phase Overhead Underground /J #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from!pe date above. Authorized by \ ,_ S , = 'rIUL` BUILDING DEPARTMENT- Electrical Inspector .moo, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 '` • ��`� Southold, New York 11971-0959 :Telephone (631) 765-1802 - FAX (631) 765-9502 ,roger,richerfaDtown.sourholo:nV.ds APPLI-CATION FOR-ELECTRICAL INSPECTION REQUESTED BY: - Date:, - i = - - "� 'Company Name: Nr,r nc. - ---- - --- Name: 4'1 {- f-S ,\(\1 License No.: qZ--7S- MG - email•- Address: IV Y 11 Phone No:: (p3e-_0, - -fil.5 - - JOB SITE INFORMATION: (All Information Required) Name: --_M of (ffl, k Address: qQZ0Q Main R. D_ne of IVY95ii Cross Street: Plam I S dLa�jc Phone No.: Bldg.Permit#: Lq Sac)3 email: Tax Mapp, District: 1000 Section: I5 Block: ., �1 Lot: o BRIEF DESCRIPTION OF WORK (Please Print Clearly) amts Z ETF5k.w e_ v0at- - Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final r Do you need a Temp Certificate?: DESNO Issued On , Temp Information: (All information required) Service'Size .1 Ph 3 Ph Size: 60 A # Meters, Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional-Information: _ PAYMENT'DUE WITH APPLICATION 82-Request for Inspection FormAs l/ fl 'BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex -54375 Main Road PO Box 1179 Southold, New York 11971-0959 -' -,Telephone {831} 765-1802 - FAX(631) 765-9502 Y_" roger:richert(c�town.southold.ny.us APPLIGATION_FOR ELECTRICAL INSPECTION REQUESTED BY: Date: f Company Name: . -�- Name: License No.. 7 ' ' email: La it,@(j_r 'b -e.1� - Phone No.: JOB SITE INFORMATION: (All Information Required) Name; Aggress: 14,16 R,, _ ok, ° Cross Street: y'j Phone No.: BIdg.Permit#: 45-20 Z• email: - c ax.Ma°) District: 1000 Section: )5 : ' Block: Lot , BRIEF DES RIIf F WORK(Please Print Clearly)R AM r-AfA 7- _"� , Circle All That Apply: Is job ready for inspection?: YES Nf4 Rough In Final Do you need a Temp Certificate?`.; ;YES NO Issued On Temp Information: (Ail information required) Service Size 1 Ph 3 Ph Size: 210D A #Meters. Old Meter# NewSelvi'ce- Fire Reconnect- Flood Reconnect- Service Reconnected Underground-Overhead #Underground Laterals 1 2 _ H Frame Pole Work done on Service? Y N Additional Information. PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs 1� t �L, t • ,��i PERMIT# Address: Switches Outlets GFI's r�Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven _ Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: - Comments `�-L���.✓y �-� /L �' OCT 2 8 2021 BUILDING DEPT. TOWN OF SOUTHOLD Highlander Consultants, Inc. October 25,2021 Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn: Ms.Connie Bunch,Building Department RE: T-Mobile Northeast LLC(TMO 1.113882) 40200 Main Road,Orient,NY 11957 Building permit#:45203 Assessor's Info:1000-015-00-09-00-008-001 Dear Ms.Bunch: Pursuant to the final inspection report completed on June 14,2021,enclosed herewith you will find the following to issue the Certificate of Completion: 1. Copy of final inspection report 2. Certificate of electrical compliance,together with final electrical sign off 3. Pictures of evergreens planted together with final planning approval email 4. Engineers Post Construction certification letter dated September 29,2021 Please issue the certificate of compliance and email me a copy at your earliest convenience. Thank you for your cooperation in this matter. Very truly yours, mrusso@highlanderinc.com 155 Carleton Avenue, East Islip, NY 11730 Phone(631)581-8105* Facsimile(631)581-8205 Michaelis, Jessica_ From: Cummings, Brian A. Sent: Friday,August 28, 2020 10:25 AM To: Michaelis,Jessica Subject: FW:TMobile Northeat @ Orient by the Sea*LI13882D* From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent:Thursday, July 9, 2020 4:00 PM To: Cummings, Brian A. Cc: Michaelis,Jessica Subject: RE: TMobile Northeat @ Orient by the Sea *LI13882D* Brian, We did request a certified copy at the time of recording however the county reached out to our title company to let them know they do not process certified copies with document submittal due to the pandemic.You can certainly arrange to make a copy for the record.Just let me know what you need on my end. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email'bfelion @.high land'erinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax(631)581-8205 From: Cummings, Brian A. [ma iIto:bria n.cummings@town.southold.ny.us] Sent:Thursday,July 09,2020 3:55 PM To: Bryan Felton<bfelton@highlanderinc.com> Cc: Michaelis,Jessica<jessicam @southoldtownny.gov> Subject: RE:TMobile Northeat @ Orient by the Sea *LI13882D* We can use the attachment as a place holder but will still need to verify the original seal If you only have one print, can we arrange to make a copy for the record? Thank you, Brian Brian A Cummings,Town Planner 1 111111111111���1111,Illllllllilldlllllll;�lllll,lllllll111111 - I I�III�;11111.11111IIII flll - SUFFOLK COUNTY CLERK ; RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded;, 06/19/2020 Number of Pages: 7 At: 12:59:11 PM Receipt Number : 20-0088478 LIBER: D00013061 PAGE: 652 District: Section: Block: Lot: 1000 015.00 09.00 008.001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing , $35_00 NO Handling $20.00 NO COE $5_,00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $1.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Fees Paid $276.00 THIS PAGE •IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Number of pages 4ECOPE-ED 2029 Jun I`+ 12:5'x:11 PN JUDITH R. F'N''CALE This document will be public CLERK OF record.Please remove all SUFFOLK COUNTY Social Security Numbers L 1100013051 prior to recording. P 652 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee - Mortgage�Arnt., 1.Basic Tax Handling 20. 00 2. Additional Tax TP-S84 Sub Total NOtation0', �},1 „/ Spec./Assit. _ _ - - or EA-5217'(County) SubTotal Spec./Add. EA-5217(State) TOT.MTG.TAX �DO Sn� Dual Town Dual County R.P.T.S A. Held forAppointment Comm.of Ed. S. 4Wti TransferTax Mansion Tax Affidavit The property covered by this mortgage is CertlfledCopy or will be improved by a one or two NYS Surcharge 15 00 family dwelling only. Sub,TOtal,_ YES orNO Other _ Grarcl7otal,=92 = If NO, see appropriate tax clause on gage#- of this instrument. 4 IDist. 4141000 01500 0900 006001 5 /Community Preservation Fund .3.791 III�INII III IIII�I NI�I�II� CPF Tax Due Amo$nt$ Real PropertyOJK Tax Service Agency Verification Improved Satisfactions/pi5ch�rge ))Releases List Property Owners,Malling Address 6 1 CORD,&RETURN 10: Vacant Land ,US Title Solutions,LLC 3 Werner Way TD Lebanon, New Jersey 08833 ''TD TO. Mailto:Judith A. Pascale,Suffolk County Clerk 7 Title Company Informatio_n 310 Center Drive, Riverhead, NY 11901 'Co.Name US Title Solutions,LLC www.suffolkcountyny gov/clerk Title tt', 65509 8 Suffolk County-Recording.&' En:dorsement Page Amended Declaration of Covenants and Restrictions This page forms part of the attached_____-_- _ made by: (SPECIFYTYPE OF INSTRUMENT) 40200 Main LLC.,Inc _ The premises herein is situated in SUFFOLK COUNTY,NEW YORK TO In the TOWN of Southold In the VILLAGE or HAMLET of Orient BOXES 6 THRU 13 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. - — over AMENDED DECLARATION OF COVENANTS AND RESTRICTIONS. rc�.. DECLARATION made this 23 day of �D�_,2020 by 40200 Main LLC., Inc. with its principal offices located at rJo RWN Management LLC,712 Fifth Avenue, FI 30,New York, NY 10019,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of certain real property situate on 40200 Main Road(a/k(a New York State Route 25),Orient,Town of Southold,County of Suffolk,State of New York, known or designated on the Suffolk County Tax Map as District 1000,Section 15, Block 9,Lot 8.1,which is more particularly bounded and described in Schedule"A"annexed hereto(hereinafter referred to as the"Property");and WHEREAS,the Declarant has entered into a lease agreement with several companies to operate a wireless communications facility(the"Communication Facility")on a portion of the Property,as depicted on several site plans approved by the Southold Town Planning Board; and WHEREAS,the approved site plans are on file with the Southold Town Planning Board as listed below. 1. New Cingular Wireless PCS,LLC Site Plan entitled"AT&T Orient by the Sea Restaurant",prepared by William F Collins,AIA Architects,LLP, Revision 7,last revised August 11,2012, Planning Board approval date:9/1712012, 2. Verizon Wireless Site Plan entitled"Orient Point 2",prepared by WFC Architects,Planning Board approval date:4/11/2017, 3. T-Mobile Northeast AMENDED'.DECLARATION+OF'COVENANTS AND RESTRICTIONS DECLARATION made this Z,day of::—_—p r'd , 2020, by 40200 Main LLC., Inc with its principal offices located at c/o RWN Management LLC, 712 Fifth Avenue, FI 30, New York, NY 10019, hereinafter referred to"as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situate on 40200 Main Road(a/k/a New York State Route 25), Orient, Town of Southold, County of Suffolk, State of New York, known or designated on the Suffolk County Tax Map as District 1000, Section 15, Block 9, Lot 8.1,which is more particularly bounded and described in Schedule "A"annexed hereto (hereinafter referred to as the"Property"); and WHEREAS, the Declarant has entered into a lease agreement with several companies to operate a wireless communications facility(the"Communication Facility") on a portion of the Property, as depicted on several site plans approved by the Southold Town Planning Board; and WHEREAS, the approved site plans are on file with the Southold Town Planning Board as listed below: 1. New Cingular Wireless PCS, LLC Site Plan entitled "AT&T Orient by the Sea Restaurant", prepared by William F Collins, AIA Architects, LLP, Revision 7, last revised August 11,2012, Planning Board approval date: 9/1712012, 2_ Verizon Wireless Site Plan entitled "Orient Point 2", prepared by WFC Architects, Planning Board approval date: 4/11/2017, 3_ T-Mobile Northeast Site Plan entitled"Ll 13882D Orient AT&T Tower", prepared by Infinigy Engineering, last revised April 25, 2019, Planning Board approval date: 3/11119; and WHEREAS, the Planning Board found reason to require the planting and maintenance of Eastern Red Cedar evergreen trees for the purpose of visual screening of the facility to mitigate visual impacts to the adjacent New York State Park and New York State Route 25 Scenic Byway; and WHEREAS, for and in consideration of the granting of said approvals, the Planning Board has deemed it in the best interests of the Town of Southold that the within covenants and restrictions be imposed on the property, and the Planning Board has required that this Amended Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners and lessees of said lots. NOW, THEREFORE, THIS AMENDED DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited, to wit: 1. Eastern Red Cedar Trees at 14 feet tall shall be planted at intervals of six feet on center along the entire length of the north and west sides of the Communication Facility's equipment area as shown on the aforementioned approved site plans, or, in the event of an expansion of the equipment area, as shown on future site plans; and 2, The Eastern Red Cedar Trees shall be maintained to provide contiguous screening of the Communication Facility's equipment area to the north and west; and J 3_ Additional evergreens may be added to accomplish the purpose of this screening, which is to mitigate any visual impacts to the adjacent New York State Park and New York State Route 25 Scenic Byway; and 4. The trees shall be kept in healthy condition. Dead or downed trees shall be replaced within six months; and 5. In the event the Communication Facility's equipment compound is expanded to the north or west, the evergreen screening shall be expanded to accomplish the purpose of screening in the same manner as described in items 1,2 and 3 above. This Declaration replaces previous"Declaration of Covenants and Restrictions" related F to the Communication Facility, and recorded against the Property in the Office of the Suffolk County Clerk as follow:the first was filed on September 10, 2012, at Liber 12705 of �/ Conveyances, Page 527, and the second was filed on May 9, 2017, at Liber 12913 of V Conveyances, Page 217. Upon the execution and recording of this"Amended Declaration of Covenants and Restrictions" in the Office of the Suffolk County Clerk, the aforesaid prior "Declaration of Covenants and Restrictions," recorded against the Property in the Office of the J ` Suffolk County Clerk, on September 10, 2012, at Liber 12705 of Conveyances, Page 527, and / on May 9, 2017, at Liber 12913 of Conveyances, Page 217, shall be automatically and V immediately annulled, canceled, and of no further force or effect. The within Covenants and Restrictions shall run with the land in perpetuity and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. Notwithstanding the foregoing, the Covenants and Restrictions herein shall automatically terminate upon the removal of the Communication Facility's monopole and all associated base equipment and fencing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT 40200 Main LLC., Inc. Signature By: 2qyr✓114-1- (printed name and title) STATE OF NEW YORK) ss.. COUNTY OF SUFFOLK) n this Z'day of , in the year 202p, before me personally appeared G' inliiss- ;known to me or proved to me on the basis of satisfactory evidence to be ; the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary',P_ KAREN BOWEN Notary Public,State of New York No:01,805484073 Qualified in'M'eVNoik'County Cornf s n'Erpl*Dec.Oka,2021 1 1 Schedule A: Metes and Bounds of the Property ALL THAT CERTAIN PLOT,PIECE OR PARCEL OF LAND, SITUATE,LYING AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK,BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY SIDE OF MAIN ROAD WHICH POINT MARKS THE NORTHWESTERLY CORNER OF PREMISES HEREIN DESCRIBED AND THE NORTHEASTERLY CORNER OF LAND FORMERLY OF THE STATE OF NEW YORK; RUNNING THENCE ALONG THE SOUTHERLY SIDE OF MAIN ROAD,NORTH 87- 09' 20" 7°09' 20" EAST, 151.72 FEET TO LAND OF THE UNITED STATES GOVERNMENT; THENCE BY LAST MENTIONED LAND, SOUTH 11°43'20"EAST,752 FEET TO THE ORDINARY HIGH WATER MARK OF GARDINER'S BAY; THENCE SOUTHWESTERLY ALONG THE ORDINARY HIGH WATER MARK OF GARDINER'S BAY,THE TIE LINE OF WHICH BEARS SOUTH 390 44'4011 WEST, 348.41 FEET TO LAND FORMERLY OF THE STATE OF NEW YORK; THENCE BY LAST MENTIONED LAND NORTH 40 40'45"WEST, 1000 FEET TO THE SOUTHERLY SIDE OF MAIN ROAD,AT THE POINT OR PLACE OF BEGINNING. PROPERTY SURVEYOF ROWe �� �� rrtla2n 1€� `V� p PAyQlpyr oQ�l .23 � 1 � R s SITUATE Q � ORIENT POINTo i 1 r Q +7.48 9.20 TOWN OF SOUTHOLD o .r ! 1 SUFFOLK COUNTY, N. Y. +E05 +1-36 (20) 8.13 p ASP SURVEYED: DEC. 5, 2018 HRCT P,4�EMENT +7_881��' +7.22 NOTES: 4 �NCF (10) 1. PROPERTY KNOWN AS TAX MAP# 1000-015-09-8.1 3 j =6.90 2. LOT AREA =202,276 SQ.FT. (4.643 ACRE(S)) +744 3. THIS SURVEY WAS PREPARED USING A TRIMBLE DtRrARFA 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. x'64? 18fi-633 .6.39 STANDARD NOTES: - DocK �_ 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 `.NATE 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 LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. 5. THE CERTIFICATIONS HEREIN AIRE NOT TRANSFERABLE. DOCK 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND W IMPROVEMENTS OR ENCROACHMENITS EXIST OR ARE SHOWN, THE Q IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. +8.72_ CZ 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO 6.92 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE "Iz:� m ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, '� Q�_ POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER D 1W TYPE OF CONSTRUCTION. Q 3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. DOCKAr $ +7.75 +6.30 DOCK 40 q +7.51 N 1 C I J +9.21 713ti=6.90 n a 08.05 CONCRETE 58.7, +e.o7 RAMP MOOO WALL CQ C. PUT. ��. MANHO(� f m 20.4 "8 50.2 A/C 11NTT AREA `ti Y cp 7.83 �^^f7.93St07 y o c.r F °D GATE a z 8 Fra 10.6 RestauMnt 10.6 C4 19.7 a .. #40200 m h Orient By The Seam " W SID +8.05 20.8 q X10.5 F.FL = 10.0027.097.50BRUME AREA 66.3'C :2oN N RAISED wooDEac � Z3 42.6 m p 7 MAS. RAMP RAMP v V 0 C m r^ Z ' 011 s i RAISED WOOD DECK w 6.59 PL jON=3;07 00 0 a 4.0 _'F 20.0 7.12 0 l 4.0'E- 20.0 DOCK q Q a +7.00 Ljj 1 � 3 i ' W Q 2 a Q_ Q W 3 l 81 � Z +5.30 I 7.15 / \ +7.45 DOCK 88' \ \ / +7.45 \ I / \ / ) 7.65 DOCK a Q SAND,GRAVEL AND DIRT AREA \ 3 / W 2 � , TBH=s.so TBH--6,75 m ETAI.DOCK CONCRETE BOAT RAMP +2.33 ' Q 1 TBH=6.95 co I '� c�F TBH=6.70 ---'-� BOARDWALK BULKHEAD I n 18I'I�.20 I 125' 19.5CO° rr��� I I ' CO- +9:25 172.9' +9.07 249.7' SAND.GRAVEL AND DIRT AREA W / m T AQI• TBf1a9,90 6,87009 TBH-8.40 Sp ` 0l e O SAND GRA / / \ O VEL AND DIRT AREA TBH=9.ao o � 1 \ o ,�� �� �Aa• A \ Jr / n \ \ ROCK REVETMENT HIGH WATER LME 0 SAND/BEACH AREA g - Low WATER LINE00 m (� 41 dvo MICHA L K. IC P.L.S. #50390 w MICHAEL K. WICKS w� LAND SURVEYING O 200 BELLE VIEW AVENUE, °� CENTER MORICHES, NEW YORK 11934 O VOICE. 631.874.0156 - FAX. 631.909.3845 BA ww. w .wickstandsurueying.corn. Bldg Dept COPY from Z ,� AO RECORDS OF RICHARD C. DRAKE Final reviewed ents N A SCALE: SURVEYED BY: DRAWN BY: SHEET: 'paieFl�% /.1�q 39°N 1"=30'0S.S./J.R. S.S. 1 OF 1 C:\Users\sonny\Documents\40200 MAIN ROAD ORIENT (URIENT BY THE SEA).dwg(SURVEY (17L)) Last Modified: Dec 11, 2018 Plotted by sonny New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 270807207 O MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 �. v SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108 5Q5 �______.____�_�54182_-- 08CO2/201810�8/02L2019_ —._0711612018_ THIS IS TO-CERTIFY-THAT THE-POLIGYHOLDER-NAMED-ABOVE4S-INSURED-NFTH THE-NEW-YORK-�sTATE-INSI-iRAN6E FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS'COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPSJ/WWW.NYSIF.CONUCERTI CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF ,INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 503679501 1mI190000600000 0606=13®81'"' Form WC-CERT-NOPRINT Velma 2(07/292016)QVC P ky-210$50551 U-26 3 91 100000000000060625358100014MUl0850551#AII14924.02QCert_N.F-CERT 1101-000011 COMCCON-01 KELLYM ACORN' CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) `.� 08/01/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-870302 WANPCT Darleen Aslanis,Ext.161 Millennium Alliance Group,LLC TA No,Ed):(516)496-8004 Fa1C,N.).(631)768-1342 534 Broadhollow Rd. E-MAIL Ste.103 ADDRESS: Melville,NY 11747 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:State National Insurance Co. 12831 INSURED INSURER B:Merchants Preferred Insurance Company 12901 Comcell Construction Corp INSURER c:RSUI Indemnity Insurance Company 22314 1373 Lincoln Avenue INSURER D:Endurance American Insurance Co. 10641 Holbrook,NY 11741 INSURER E:Markel Insurance Co. 38970 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB imqnPOLICYNUMBER POLICY EFF POLICY EXP LIMITS LTRMERCUILGENERAtUA EACH OCCURRENCE $ ,000,000 CLAIMS-MADE X OCCUR X PS11800082 07/08/2018 07!08/2019 DAMAGE TO RENTED 50,660 MED EXP(Any oneperson) 51000 PERSONAL a ADV INJURY 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE 2,000,000 POLICY®JEC-- LOC___ PRODUCTS-COMP/OPAGG 2,000,000 OTHER POLICY AGGREGAT 5,000,000 B COMBINED SINGLE LIMIT 1,000,000 AUTOMOBILE LIABILITY ❑ $ IxANYAUTO CAP1052866 08/23/2018 08/2312019 BODILY INJURY r nOWNED SCHEDULED AUTOS ONLY AUTOS pp BODILY INJURY Per accidentAll1�TOSONLY X AUTOS ONLY PRera� t AMAGE C UMBRELLA LUIB X OCCUR I EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE NHAO83545 07/08/2018 07/08/2019 AGGREGATE 5,000,000 DED I I RETENTION$ WORKERS COMPENSATION STATUTE ER PER OTH- AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETORRARTNERIEXECUTIVE ❑ NIA E L EACH ACCIDENT FFICERIMEMBER EXCLUDED? Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT D Excess Liab. EXC30000402401 07/08/2018 07/08/2019 Per OccJ Per Agg. 5,000,000 E Pollution Liability 18CPLONE60312 02/17/2018 02/17/2019 $1,000,00012,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS f VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Equipment Floater-Hartford Ins.Co.,Policy#12MSJE3032 9114117-9/14118$250,000 limit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy 9#12MSJE3032 9114/17-9114118$1,000,000 limit. Town of Southold,53095 Route 25,Southold,NY 11971 is included as an additional insured as required by written contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town f Sou h ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE '1-44 - ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD wr it o °m®bue° •=SUNISEHIGMAue J� T=iv1u' B1LE 3500SUNRISEHIGHWAY � GRLI 13882 D _ Q fq DOSS C Z N Z h Z ORIENT AT &T T OWER o¢0 Z ' 1 , I SUBMITTALS DATE DESCRIPTION REVISION 140200 MAIN ROAD P 0 12/12 EYI/1./1R Dp 05/18 REVISEO PER PUTFORN 1 I2/i]/78 p5E0 PER PER ERNR 2 ORIENT, NY 11957 _ 1 Bldg Dept copy from ZBA Final rev+ewTe¢,dr ments (70713 GROUND 6102 MUAC CONFIGURATION), ZBA FI # Date:' / OEPf. WE APP-0 REV SIGNS RFE RF NMN ZONING OPS VICINITY MAP GENERAL NOTES PROJECT SUMMARY CONSAC SIZE AC - SITE NUMBER. U13882D APPLICANTT-MOBILE NORTHEAST LLC .'e}" ;`,•,' 4 u.° 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 8 THE CONTRACTOR SHALL PROVIDE A FULL SET OF PROJECT NO 544-002 D ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER 3500 SUNRISE HIGHWAY BMM ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS SITE ADDRESS: 40200 MAIN ROAD GREAT RIVER, NY 11739 E MPS -_ AVAILABLE-FOR BY ALL PERSONNEL INVOLVED WITH " COMPANY SPECIFICATIONS,-AND-LOCAL AND-STATE-- - ------- -_ ---_----_-- - - _ - ;`^-.• e -"=r.s,` f}s ° ORIENT;NY 11957 - -T-MOBILE DEVELOPMENT CHRISTOPHER SCHAAF s - - *;.:. JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. MANAGER: 63 ��TF(/ WORK. THE WORK PERFORMED ON THE PROJECT AND THE PROPERTY OWNER: M.G H. ENTERPRISES INC. ( 1) 398-3399 'p\ 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY 40200 MAIN ROAD PROJECT MANAGER: HIGHLANDER CONSULTANTS y • ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. ORIENT, NY 11957 155 CARLETON AVENUE . .*>< '' ':,_", }""'`" ,, = RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 2.THE ARCHITECT ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE a- 3 rwmN:ire,„, s>y''�,'p,' / EAST [SUP, NY 11730 d FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. "'�,•'x,.,-<` :, _ "esu, _ w , _"_;: ,..° . •'t 9 COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB TOWER OWNER: AT&T WIRELESS CONTACT: BRYAN FELTON 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY Z , • ",-.t IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR (631) 581-8105 SITE ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE >,� , 1, °x• EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND 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 C Bi„ti'P'. '="' �t 4•` IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. 1033 WATERVLIET SHAKER ROAD O ""f DOCUMENTS. CONSTRUCTION TYPE: IIB ALBANY, NY 12205 x, „ 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO USE GROUP: U EESS�O ''"'$" .'•f°Ty,y., 4 u` 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CONTACT: MAGGIE STEVENS r a �" r --,s OF NOTIFYING (IN WRfTING) THE T-MOBILE REPRESENTATIVE OF ( ) PROFESSIONAL SEAL "1 « �`�;" CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF 518 690-0790 ``w,_ ' :, -=-'µ . �' ':='i'.c" •, WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE " `s F''s ° '•>''" °"-`•r'Y °n '' SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PRO OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE SHEET aw v r^ '; „`-sq'': •,.; "* ,, ,." PROPERTY. �/ THIS DOCUMENT IS THE CREATION, s„ •y- OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR PROJECT DESCRIPTION I N D E/� DESIGN,PROPERTY AND COPYRIGHTED ; - t Kst, ,,e ' _• SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA WORK OF T-MOBILE ANY DUPLICATION DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISnNG MONOPOLE ❑EXISTING CABINETS) ®OUTDOOR SHEET DESCRIPTION REVISION �,_ �� „_ , • .,,j;wr,` OR USE WITHOUT EXPRESS WRITTEN 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING lAm [I EX cE TOWER lsn ❑Nc Res 6201 INDOOR T-1 TITLE SHEET 2 CONSENT IS STRICTLY PROHIBITED SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ❑EXISTING TRANSMISSION TOWER ®PROPOSED 6102 ❑PROPOSED :zl ";w ^ " `;'v, MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND " y . t ,".:3 ," h�,'x,.°,,�• r° LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ❑EXISTING BILLBOARD CONCRETE PAD N`;" LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE. ❑EXISTING WESTELL Z-1 SITE PLAN 2 NOTE'IF DRAWINGS ARE 22°n,14',USE ,.7 ®PROPOSED s� <`i• =r, k>a - AS DESCRIBED HEREIN. El ROOFTOP El SITE SUPPORT KR '°�''^ • i STEEL PLATFORM GRAPHICAL SCALE ANDIOR I/2 TIMES ''t.".;. „" 3j,;.L, _- 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLE ❑SITE SUPPORT CABINET C-1 SITE PLAN 2 OF THE NOTED SCALE. "-• ~GQu le^=r A -NORTH 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ®PROPOSED PPC ' "" SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE ❑EXISTING FORT WORTH HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PERTINENT STATE SAFETY REGULATIONS. ❑PROPOSED GPS ❑PANELBOARD C-2 COMPOUND PLAN & ELEVATION 2 SITE NUMBER: C-3 EQUIPMENT DETAILS 2 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 F PROPOSED OF EL UNMANNED C-4 EQUIPMENT SPECIFICATIONS 2 WIRELESS BROADBAND FACILITY.ADDITION OF PROPOSED PANEL ANTENNAS, DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR C-5 EQUIPMENT SPECIFICATIONS 2 SITE NAME: (9) R 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 FO AND TMA UNITS.ADDITION ICE BRIDGE, STEEL EQUIPMENT C-6 APU SCHEMATIC & DETAILS 2 ORIENTATBTTOWER CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE PLATTFORM, HYBRID ID CABLES, GPS AND 61100 2 CABINET WITHIN PROPOSED ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE. LEASE AREA C-7 GENERATOR DETAILS 2 ORIENT, 9 NT,NY40200 MAIN RA 577 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 CR WHERE LOCAL C SPECIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 CALL: UNLESS NOTED OTHERWISE NC WHERE LOCAL CODES OR THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. •�BEFOEIE YOU�• ORDINANCES TAKE PRECEDENCE. WWWDMSAFE1-YNEWY0RIC00M G-1 GROUNDING AND POWER DIAGRAMS 2 TITLE SHEET CALL On OR1800-982-7962 G-2 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 2 SWM RO➢YE1xm SNLL BE RWU31 M 87 CMUF=ML 7RENCfOG N✓IC051✓M SM CLRaW OSM N-1 GENERAL AND ELECTRICAL NOTES 2 SHEET NUMBER COLOR CODE FOR UTILITY LOCATIONS N-2 GRADING & SEDIMENT NOTES 2 ELECTRIC - RED SEWER - GREEN GAS/OIL - YELLOW SURVEY - PINK S1-S11 I PLATFORM DESIGN DETAILS 2 TEL/CATV - ORANGE PROPOSED EXCAVATION - WHITE T-i WATER - BLUE RECLAIMED WATER - PURPLE GENERAL SITE NOTES: o o 11 -m®bfleo 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT T-NoeFER N—HEAST UR BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN 350 S NR[S[AY l WAS OBTAINED FROM INFORMATION PROVIDED 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 — <SN 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF ADVERTISING/EG 7 z v GARDNER'S BAY 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES L NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL L.L m<o 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS mo DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES EXISTING WOODEN MARINA DOCK (TYP.) 6 UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION "/' `\• EXISTING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR 0/14/18 FDR PERMIT G PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT 12/D571e REVISED PER PWFORM F •\• LEAST 48 HOURS PRIOR TO COMMENCING WORK 19711719 REVISED PER PERMIT R 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 Deer DATE I APP'D REVISIONS �-- RFE EXISTING RESTAURANT & _/ \ `\/� CHAIN LINK FENCE RF MAN MARINE FUELING STATION /" EXISTING WOODENZONING RETAINING WALL (TYP) `\`.\• �--o-o— OPAQUE WOODEN FENCE CONSTR ,> TREES SHRUBS SP A` PROPOSED T-MOBILE 11=6 X 17=0'RAISED STEEL / EQUIPMENT PLATFORM W WIN PROPOSED PROJECT NO 544-002 �`�Q W-O X18=OlEASE AREA W/OVERHEAD ICE CANOPY C-2 TREE LINE DRA BMM (FOR ADD177ONAL INFORMA7/ON, REFER 70 PAGES SI-S11) MPS EXISTING BAY �� ' UTILITY POLE � ATE LOCATION O J EXISTINGMPROPERTY LINE OF f '�., t116I,3 -�� (E) EXISTING (N) NEW sO�o+ k& _ \ (P) PROPOSED a LL, -��' ' (F) FUTURE ./ O ` 1, ✓ �' EXISTING BMs u MONOPOLE TOWER / PARCEL KEY F 0 �`�� / EXISTING ROCK I 1 PROPERTY OWNER: MGH ORO SS\��� .✓'" ENTERPRISES INC WALL (TYP.) PARCEL ADDRESS- 40200 MAIN AL SEAL EXISTING FENCED ROAD ORIENT, NY EQUIPMENT COMPOUND TAX ID- 1000015000900008001 ` THIS DOCUMENT IS THE CREATION,ACREAGE. 4 73 DESIGN,PROPERTY AND COPYRIGHTED .�� WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN APPROXIMATE LOCATION SIP, CONSENT PARK CONSENT IS STRICTLY PROHIBITED OF EXISTING TREE LINE NOTE'IF DRAWINGS ARE 22-34°,USE GRAPHICAL SCALE AND/OR 1/2 TIMES OF THE NOTED SCALE. -�� EXISTING SITE NUMBER: STORAGE BUILDING / L113882D ORIE ITATNAME- EXISTING ASPHALT ✓'"�'' PARKING LOT 40200 MAIN ROAD Dept Copy frdm ZBA B EXISTING TRANSFORMER, P(nal reVieWed. OCU ents METER AND DISCONNECT SDA F1l # �pS`1L SHEET TITLE SITE PLAN GRAPHIC SCALE: NOL BASEMAPPING IS BASED ON AERIAL 2O1 10, O 10, 201 SHEEP NUMBER PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, '•, 1 SITE PLAN DATED 02/21/17 AND A SITE WALK COMPLETED NORTH -- SCALE AS NOTED F Z•1 SCALE (11x17): 1 ' = 20'-0" BY INFlNIGY ON 03/15/18 AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. SCALE (22X34): 1" = 10'-0" UR MORE INFORMATION PERTAINING TO GENERAL SITE NOTES. © -mabfle� FO1L THE PLATFORM DESIGN, REFER TO 1. A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT TM BILE N-NIIIJSTLLCCL "PLATFORM DESIGN REPORT,' COMPLETED BEEN PERFORMED BY INFlNIGY BOUNDARY INFORMATION IF SHOWN 3500 SUNRISE HIGHWAY WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS. PROPERTY GREAT RNER NY 11]39 BY INFlNIGY, DATED 12/05/18. IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD i 2 BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION W \ 3 CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION x o POTENTIAL ROUTE OF NATURAL \ 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF _ GAS LINE FROM MAIN ROAD \ ADVERTISING z m 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES /// EXISTING NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL 3 a g �\ PARKING LOTS 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS // o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN Z �\ 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. S. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS EXISTING \__ AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE SUBMITTALS GRASSYARE \ __________ _1 EXISTENCE. EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION GRASSY \ 1 �^'- LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR ae/+4/+9 MR PERM rz PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTIUTY AT +x/Cs/+a REVISED PER PUIIIT I , / ROPOSED T-MOBILE PLATFORM SUPPORT PIER ''� LEAST 48 HOURS PRIOR TO COMMENCING WORK +z/+�/+e RENSED PER PERYR x (FOR MORE INFORMATION SEE SYEE75 Sl-Sll) �, 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN 12 MONTHS OF CESSATION OF OPERATIONS .� PROPOSED T-MOBILE 3 3 EXIS7/NG RELOCATED OR NEW SHRUBBERY ACCESS GATE C-5 \,\ C-6 AS REQUIRED(TYP. OF(5) TOTAL) N3-�0 PROPOSED T-MOBILE ACCESS STAIRS(Fa? SITE LEGEND 3 PROPOSED T-MOBILE W-O' 1 MORE INFORMATOON, SEE SNEE7S SI-57 1) SITE PROPERTY LINE TALL FENCE EXTENSYON(70 � � PROPOSED T-MOBILE 17=6'X 17-0' RAISED STEEL STREET OR ROAD DEPT APP'o flons MATCH EXISI/NG FENCE) r ` ; are ens EQUIPMENT PLATFORM N17HIN PROPOSED flFE 14=0 X18'-OlEASE AREA W/OVERHEAD ICE CANOPY DC-2 CHAIN LINK FENCE RF MA (FOR MORE INFORMATODN, SEE SHEETS Sl-Sl l) \ ZONING ; - OPAQUE WOODEN FENCE ops srR EXISTING RETAINING TREES/SHRUBS SRE AC WALL (TYP) PROJECT NO 544-002 TREE LINE I DRAWN BMM EXISTING GRAVEL (TYP)ls ¶ C BY MPS AND '� � UTILITY POLE xls I T ` Y 'rm=' :, EXISTING CARRIER RAISED E EXISTING y- = STEEL EQUIPMENT PLATFORM (N) NEW EXISTING SHRUB TO BE RELOCATED TO EDGE :first EXISTING GRADE 70 BE LEVELED AND GRAVELED \ ` OF PROPOSED T-MOBILE COMPOUND \ \ {•8c.�Ax�� 1 (P) PROPOSED e t ;:,\ - UPON COMPLETION OF CONSTRUCTION EXTENSION OR REMOVED (TYP OF (5) TOTAL) \ y f� \ (F) FUTURE G 1 l� PROPOSED T-MOBILEICE BRIDGE TO BE ROUTED BELOW C-5 EXISTING CARRIER ICE BRIDGE �\ � 1 t ` EXISTING CARRIER FENCED ',`- /e EQUIPMENT COMPOUND EXISTING CARRIER RAISEDrzE s PROPOSED T-MOBILE(18) 718'COAX ` \ ' -" _ STEEL EQUIPMENT PLATFORM P I @1m4L SEAL CABLES TO BE ROUTED FROM PROPOSEDL ' ' 1 ,s. N 1 EQUIPMENT CABINET ID PROPOSED AN)ENNA x j THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION 1 I% \ �,N,4 rx� OR USE WITHOUT EXPRESS WRITTEN n � CONSENT IS STRICTLY PROHIBITED. �EXISTING ACCESS GATE (TYP) NOTE.IF DRAWINGS ARE 22°04',USE GRAPHICAL SCALE AND/OR 112 TIMES EXISTING STEALTH OF THE NOTED SCALE. �\ MONOPOLE TOWER APPROXIMATE LOCATION SITE NUMBER: OF EXISTING TREE LINES-10 L113882D } EXISTING CARRIER ICE /� ORIENTITNAME: ER BRIDGE (TYP) (ABOVE) EXISTING 1 LOCATIO EXISTINGIMATE PROPERTY LINEOF f BEACH 40200 MAIN ROAD L` EXISTING ROCK ORIENT,NY 11957 WALL (TYP) �' Ed, SHEET TffLE �/al l SITE PLAN, ' GRAPHIC SCALE: N4IE: 20' 10' 0 10' 20' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL l SITE PLAN PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, DATED 02/21/17 AND A SITE WALK COMPLETED NORTH -- SCALE: AS NOTED �� C-1 BY INFlNIGY ON 03/15/18 AND DOES NOT SCALE (11 x17): 1 = 20'-0 REPRESENT AN ACTUAL FIELD SURVEY. SCALE (2204): 1" = 10'-0" HEEL NOTE: JS 0 -mob e FOR MORE INFORMATION PERTAINING TO FOR MORE INFORMATION PERTAINING TO THE .-Y..1EE N.-LLC THE PLATFORM DESIGN,,REFER TO TOWER STRUCTURE, REFER TO PASSING 350 AY GREAT RIVER RNY�]9 'PLATFORM DESIGN REPORT,' COMPLETED 'STRUCTURAL ANALYSIS REPORT,' BY INFlNIGY, DATED 12/05/18. COMPLETED BY INFlNIGY, DATED 08/01/18. W-MLEXISTING CARRIER PANEL PROPOSED T-MOBILE INSTALL TO BE FLUSH WITH EXISTING INSTALL AND MEET EXISTING PROPERTY SET ANTENNAS (TYP) ' BACKS. EXISTING SET BACK BASED ON PROVIDED V Ym m-g DRAWINGS COMPLETED BY WFC, DATED 02/21/17. 6>- ROPOSED T-MOBILE EQUIPMENT 70 BE INSTALLED, (TYP. PER SECIOR, (3)SEC70RS 70TAL): m"` m�BRc 3 . (1)RFS APXVFWWI2X-C-NA20 a o PROPOSED T-MOBILE (2) TNAS ACCESS GATE C-5 . (6) 7/8'COAX CABLES Z �1 PROPOSED MOBILE SILT FENCE N-2 717 BE INSTALLED AS REQUIRED EXISTING GRADE TO BE LEVELED AND GRAVELED UPON EX/SANG T-MOBILE PLA7FORM COMPLETION OF CON5IRUC710N p SUBMITTALS DATE DESCRIPTION REVISION 08/14/16 SUPPORT PIER(SEE SHEETS S1-S11) FOR PERMD G EXISTING RETAINING 12/05/1e REVISED PER PIATFDRY 1 WALL (T)'P.) 12/13/18 REVISED PFA PEAMD z PROPOSED T-MOBILE ACCESS \, ✓ �2 � STAIRS(REFFR TO SHEETS '-" S1-S11 FOR MORE INFORMAT7LSV) l\ PROPOSED TMOBILE PLATFORM LIGHT(TYP r ` PROPOSED T-MOBILE 12'-6'X 17'-0'RAISED r-� STEEL EQUIPMENT PLATFORM IIIA PROPOSED SK L TOTND)LOC COMPLY WITH DARK l r r \ 14'-0'X18-O'LE4SE AREA W/OVERHEAD ICE SKY LAW AND LOCAL MUNICIPAL CODE) rrrr \ I DEPT DATE APP'D REVISIONS �. i \� ; CANOPY(SEE 57•/££15 S7-S11) � I RFE Q RF MAN �G 1 \ PROPOSED T-MOBILE(9)RRUS TO � PROPOSED T-MOBILE(18) 7/8'COAX CABLES ZONING '� BE MOUNTED ON PROPOSED +°Di < 70 BE ROUTED FROM PROP05ED EQUIPMENT cps TR 2 PROPOSED T-MOBILE PPC 3' \ l H-FRAME,' (6)RRUS-11 B4 AND 3 I .n I CABINET 70 PROPOSED ANTENNAS SITECONAD E-2 EQUIPMENT CAB/NET �� \ 1 (3)RRUS-11 812(TYP OF(3) C-4 * SITE�c \ \ �s' II PROJECT NO 544-002 \ PER SECTOR, (3)SECTORS 10TAL) C3 71 W a I DRAWN BY BMM RELOCAOR ° l ED E70SDNG TED NEW z CHECK MPS O \ 1 ti a I EXISTING STEALTH SHRUBBERY AS REQUIR r \\\ L z C-B (TYP OF(5) TOTAL) ° ED L I MONOPOLE TOWER I v C V — �— 1 EdS. STEL O� \ > PROPOSED T-MOBILE METER F a POTENTIAL ROUTE OF ° G NATURAL GAS LINE ON PROPOSED H-FRAME `" Z ` 1 w FROM MAIN ROAD \, O 1 1 " o ME I c PROPOSED T-608/LE EL a w 1 PROPOSED T-MOBILE 6102 \ 25KW DELTA DC o I ° w C-4 EQUIPMENT CAB/NET os ; DIESEL GENERA7OR 8 I C 1096 PROPOSED T MOBILE(18) 7/8�AX CABLES 70 BE ROUTED FROM PROPOSED EQUIPMENT ` `{ i �'� j; "-+�.�" 4-"' � � uj I PRIVACY SLATS TO BE INSTALLED IN CABINET 70 PROPOSED ANTE?VNAS PROPOSED CHAIN LINK TO MATCH. THIS DOCUMENT IS THE CREATION, 2,3 PROPOSED T-MOBILE 14=0' TALL FENCE —1 II��r r r I DESIGN,PROPERTY AND COPYRIGHTED j �J r�� EXISTING FENCED WORK OFT-MOBILE ANY DUPLICATION C-5 EXTENSION(70 MA7CH EXlS77NG FENCE) r '"" I OR USE WITHOUT EXPRESS WRITTEN EQUIPMENT COMPOUND CONSENT IS STRICTLY PROHIBITED. ° PROPOSED T-M(78/LE 14=0' ( NOTE'IF DRAWINGS ARE 22'x34',USE TALL FENCE£XTENWON 70 .y PROPOSED T-MOBILE ICE BRIDGE \ ``=1f MATCH EXISTING) GRAPHICAL SCALE AND/OR 112 TIMES 1 �- \ I OF THE NOTED SCALE C-5 INSTALLED BELOW E7pS11NG CARRIER'S �T,�3_ _ � (TO FOLLOW EVS77NG ROU7E) I SITE NUMBER: L113882D 1 EXISTING I SITE NAME: GRAVEL (TYP.) ORIENT AT&T TOWER EXISTING FENCED EXISTING CARRIER RAISED I 40200 MAIN ROAD EQUIPMENT COMPOUND STEEL EQUIPMENT PLATFORM ORIENT,NY 11957 EXISTING CARRIER ICE BRIDGE (ABOVE PROPOSED T-MOBILE) SHEET TITLE GROUND LEVEL COMPOUND PLAN 1 PLATFORM PLAN _/SCALE- AS NOTED � & ELEVATION r NORTH GRAPHIC SCALE: 6' 3' 0 3' 6' iDrevlewV ep copy rent BA SHEET NUMBER NOTE Final BASEMAPPING IS BASED ON AERIAL ZBA F e# PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, Dater/ / Off' 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 SCALE (22x34): 1" Vi--J - NOT TO SCALE REPRESENT AN ACTUAL FIELD SURVEY 1 , � I c at&t GPD Engineering and Architecture Professional Corporation AT&T Towers Brian Daugherty 5600 Glenridge Drive 520 South Main Street, Suite 2531 Atlanta,GA. 30342 Akron, OH 44311 (678) 917-1026 (216) 927-8687 bdaugherty@gpdgroup.com GPD#2018723.01.48780.04 January 29,2018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 48780 Site FA: 10107374 Site Name: EAST ORIENT POINT T-Mobile Site#: L113882D T-Mobile Site Name: Orient AT&T Tower AT&T Project: TMO Colocation 12-13-17 ANALYSIS CRITERIA: Codes: TIA-222-G, 2015 IBC&2016 NYSUC 136-mph Ultimate(3-second gust)with 0" ice 105-mph Nominal(3-second gust)with 0" ice 50-mph(3-second gust)with 0.75" ice SITE DATA: 40200 Main Road,Orient,NY 11957,Suffolk County Latitude 411 9' 9.9" N, Longitude 720 14'38" W Market: NYC/NN) 69'Valmont Stealth Monopole w/20' extension Ms. Deborah Krenc, GPD is pleased to submit this Rigorous Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 57.2% Pass Foundation Ratio with Proposed Equipment: 24.3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and AT&T Towers. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, OF NEW y� y,�P�OPr�iER M 1,• L Christopher J. Scheks, P.E. t� Q �g OrM,9 0 A VWW CF W RR,Iy New York#:093566-1 4M-jo X-,Sl 520 South Main Street.Suite 2531 .Akron,Ohio 44311 .330-572-2100.Fax 330.572-2101 .www.GPDGroup.com GPD Engineering and Architecture Professional Corporation 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 SUMMARY& RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by T-Mobile to AT&T Towers. This report was commissioned by Ms. Deborah Krenc of AT&T Towers. This analysis has been performed in accordance with the 2016 NYSUC based upon an ultimate 3-second gust wind speed of 136 mph converted to a nominal 3-second gust wind speed of 105 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category D and Risk Category II were used in this analysis. Modifications by GPD (Project#: 2015723.01.48780.02, dated 1/29/2018), have been installed and were considered in this analysis. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. TOWER SUMMARY AND RESULTS a.0 ,-'*,WIN' Monopole 33.6% Pass Flange Bolts 57.2% Pass Flange Plates 49.9% Pass Anchor Rods 45.0% Pass Base Plate 22.8% Pass Foundation 24.3% Pass ANALYSIS METHOD tnxTower(Version 7.0.7.0), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, wind, and ice load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED AMIN � OT Remarks.' '" "'iti.'a6�*= ',s`kar�' ;dryai .` " 7'a�' p�i,"ui , Site Lease Application T-Mobile Colocation Application,dated 11/29/2017 AT&T Tower Design Valmont Order#: 209586,dated 2/4/2014 AT&T Foundation Design Valmont DWG #: 209586FP,dated 2/4/2014 AT&T Geotechnical Report MC Project#: 07000808A-G151,dated 7/27/2010 AT&T Previous Structural Analysis GPD Project#:2015723.01.48780.02,dated 2/26/2015 AT&T Modification Drawings GPD Project#: 2015723.01.48780.02,dated 2/26/2015 AT&T Post Modification Inspection GPD Project#: 2015707.44,dated 8/16/2017 AT&T 1/29/2018 Page 2 of 4 T 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower shaft sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable,are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to t5' AG L, antenna size accurate to f3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing AT&T loading was obtained from previous structural analysis by GPD (Project #: 2015723.01.48780.02, dated 2/26/2015), the provided colocation application and site photos and is assumed to be accurate. 12. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. If any of these assumptions are not valid or have been made in error,this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the tower. 1/29/2018 Page 3 of 4 T ' 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated,erected, maintained, in good condition,twist free,and plumb. The engineering services rendered by GPD in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time-domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 1/29/2018 Page 4 of 4 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX A Tower Analysis Summary Form 1/29/2018 Tower Analysis Summary Form G—W info MSne Name EAST OFRENT POW The InformNlon contained In this Summary report Is not to be used ., Isef` ®780 FA Number totems m s ufa (ndepondentiy frothe PE stamped towfysfs. Date.1M 9 1292018 ,Cwpwy PerfarffdN M a i GPD Tower[Mo D..W Oon Data Peram4tera Melvd.Resell.MMelalrrlel Uw a Tower Type(G,SST,MP) LIP Despn Code Usm UA-222A 51 C62016 FdW •Fufum• ad El!g e T erH ht t of steel ABL GWW2lfartwam NYHUC Tower 1. 673:1 arerMamdad Yamlad Low—d T—a, ,Stas San NY Base Y. 450% ower Model 1W Basic Wmd Bond(mph) 105(a--.d Dub) Faedalan(%) 2435 ower Dass V4fo1oMQdnrF.309688 2142D14 Ice lhklmess n 079 Foundadon Ade Yate? Ven FaundaWn Design aweN !. 1112=1 XM ClasslL; (I,IL IIB 0 ech Rotecta:O7006B0aA45i 7/272010 Espowre Cazegcry B C,D) D —Maw-- 8111 Nc Caz o tro t PR E Sbaccral Ana4— GPDP(atectF 2O1572UTAPBM M OD15 SCaiIOn Q' n TVD PWte<t l201572&OfA8080IC 2/162015 Metl Yaid Sow A IW Pde a6+65 Modifications by DPD(Pro(ect a 2015723.01A878022,dated 7262715),have Hage Plate so been Invaded and waro considered In this...lysis Rada A OdIft 1R-~ T x seat a.'#'� az +Sur xaoc t "SyvRv^tW.YWet a,v T. •`•fis Y•,c m=+�:4-.+�.-:.+a <a,�*.�a+ra�r�ts.�.me,mlmmnn n=•+� -'-^�aee�'an^= AntwmOwner Ha A AO—CL(ft) O+wMy Type Mamfaoluer Mold Az-Ldh Daweb,r Mwufac— Type Cl-" Madel SBo ASadmeM Yedmn 87 H7 3 Pwroi Am si CWWX063X25G00 342/102271 WMdo a—"sluood 12 Unknown 718" hTE-21 Varimn B7 a7 6 D .ter RFS FD9Re0W1C-0L *-dhtn sMd1h 5h—ai AT&TPJWIIV 67 67 3 Pared Power— P65-15•XLH-RR gn2g240 with.—sfth stuoud 6 Untrmwn 7W hn—i AT&T MGNIAV ar 57 6 TMA AN— ETD819HM2UB WHhM stealth SbMW AT&T Mobility 51 57 3 Pinel Mdrew DHXLH-056M-fl2M 0.120240 Within ataolM 9—d 6 Unlorowo 71V Internal AT&TMobiH S767 a TMA Powefweva TTAW-MP111-001 YGDMn 7foWih a1110nd Nola AN eatltng roaSu9 shill mmaM ArftwaOwner 0d Amellne CL(h) a-* Typo AtermlBCNer Model A..,* 0 bay Mmuledam Type Wamfry Maid Sim AtleckneM Ha9M(0) ImemaUE tenial T-Mobile 76 75 3 Panel RF5 APXYFWWI2X-C-NA20 3M5=M WMMsbdhIMo d 18 UnXnown T/B" Internal T.Mob119 76 75 6 TMA Cammsw ETTf9Y2912UB WWlm steahh sNOW Nols The prapowtl loadug wall bent etlNswl W d*m3nbV.l9Ngf—.d Isa&s Nob The proposed mea shat Oe butdkd adernd ro 5b maippda m amerforMe wdysm ro a vera. Futln -'� 'Yl.', ."-4+` mc. 'i3'B*.xi W„ ,?w`dn«H',� "A.T'G1CRF10-c„i X .,o-.,..^n»sr*h•r,rrrcMolmt xrs^x�;saa.,_s,Sza`�padMutY�'�rS (iw>..}a-^.;-¥«�s"'=�'"�+.:?, AntanneOwner M.." Art—CL(M OuwO7y Type MenulacNo Model Aamun O1wob Mwulwdiuef Type 04enOly Madel , ASaotmerd Hergf4(h) Imend/Eiaem0l 69 Ft Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX B tnxTower Output File 1/29/2018 S tnT xower Job 48780 EAST ORIENT POINT Page 1 of 4 GPD Project Date 520 South Main Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone-(330)572-2100 AT&T mrisley FAX.-.(330)572-2101 at -D' Sc. ., npUf, There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 105 mph. Structure Class H. Exposure Category D. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. hdrWA, -A.kv Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Ug ft ft'Aft k1f LDF5-50A(7/8 FOAM A No Inside Pole 87.00-8.00 12 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 1"Ice 0.00 0.000 LDF5-50A(7/8 FOAM) B No Inside Pole 75.00-8.00 18 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 1"Ice 0.00 0.000 LDF5-50A(7/8 FOAM) C No Inside Pole 57.00-8.00 12 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 I"Ice 0.00 0.000 LDF5-50A(7/8 FOAM) C No Inside Pole 67.00-57.00 6 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 I"Ice 0.00 0.000 tnxTower Job Page 48780 EAST ORIENT POINT 2 of 4 GPD Project Date 520 South Main Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 AT&T mrisley FAX.-(330)572-2101 sc gerower Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, K ft ft CWWX063X25000 w/ A From Leg 0.50 -18.000 87.00 No Ice 0.00 0.00 0.067 Mount Pipe 0000 1/2"Ice 0.00 0.00 0.153 0.000 1"Ice 0.00 0.00 0.249 CWWX063X25000 w/ B From Leg 0.50 -18.000 87.00 No Ice 0.00 0.00 0.067 Mount Pipe 0.000 1/2"Ice 0.00 0.00 0.153 0.000 1"Ice 0.00 0.00 0.249 CWWX063X25000 w/ C From Leg 0.50 -18.000 87.00 No Ice 0.00 0.00 0.067 Mount Pipe 0.000 1/2"Ice 0.00 0.00 0.153 0.000 1"Ice 0.00 0.00 0.249 (2)FD9R6004/IC-3L A From Leg 0.50 0.000 87.00 No Ice 0.00 0.00 0.003 0.000 1/2"Ice 0.00 0.00 0.005 0.000 1"Ice 0.00 0.00 0.008 (2)11D9R6004/1C-3L B From Leg 0.50 0.000 87.00 No Ice 0.00 0.00 0.003 0.000 1/2"Ice 0.00 0.00 0.005 0.000 1"Ice 0.00 0.00 0.008 (2)FD9R6004/1C-3L C From Leg 0.50 0.000 87.00 No Ice 0.00 0.00 0.003 0.000 1/2"Ice 0.00 0.00 0.005 0.000 1"Ice 0.00 0.00 0.008 APXVFWW12X-C-NA20 w/ A From Leg 0-50 30.000 75.00 No Ice 0.00 0.00 0.062 Mount Pipe 0.000 1/2"Ice 0.00 0.00 0.111 0.000 1"Ice 0.00 0.00 0.167 APXVFWW12X-C-NA20 w/ B From Leg 0.50 30.000 75.00 No Ice 0.00 0.00 0.062 Mount Pipe 0.000 1/2"Ice 0.00 0.()0 0.111 0.000 1"Ice 0.00 0.00 0.167 APXVFWW12X-C-NA20 w/ C From Leg 0.50 30.000 75.00 No Ice 0.00 0.00 0.062 Mount Pipe 0.000 1/2"ice 0.00 0.00 0.111 0.000 1"Ice 0.00 0.00 0.167 (2)ETr19V2S12UB A From Leg 0.50 0.000 75.00 No Ice 0.00 0.00 0.014 0.0001/2"Ice 0.00 0.00 0.019 0.000 1"Ice 0.00 0.00 0.025 (2)ETrl9V2S12UB B From Leg 0.50 0.000 75.00 No Ice 0.00 0.00 0.014 0.000 1/2"Ice 0.00 0.00 0.019 0.000 V Ice 0.00 0.00 0.025 (2)ETrl9V2S12UB C From Leg 0.50 0.000 75.00 No Ice 0.00 0.00 0.014 0.000 1/2"Ice 0.00 0.00 0.019 0.000 1"Ice 0.00 0.00 0.025 P65-15-XLH-RR w/Mount A From Leg 0.50 0.000 67.00 No Ice 0.00 0.00 0.057 Pipe 0.000 1/2"Ice 0.00 0.00 0.103 0.000 1"Ice 0.00 0.00 0.155 P65-15-XLH-RR w/Mount B From Leg 0.50 0.000 67.00 No Ice 0.00 0.00 0.057 Pipe 0.000 1/2"Ice 0.00 0.00 0.103 0.000 1"Ice 0.00 0.00 0.155 P65-15-XLH-RR w/Mount C From Leg 0.50 0.000 67.00 No Ice 0.00 0.00 0.057 Pipe 0.000 1/2"Ice 0.00 0.00 0.103 0.000 1"Ice 0.00 0.00 0.155 (2)EID819HS 12UB A From Ug 0.50 0.000 67.00 No Ice 0.00 0.00 0.019 0.000 1/2"Ice 0.00 0.00 0.027 0.000 1"Ice 0.00 0.00 0.038 (2)ETD819HS12UB B From Leg 0.50 0.000 67.00 No Ice 0.00 0.00 0.019 0.000 1/2"Ice 0.00 0.00 0.027 0.000 1"Ice 0.00 0.00 0.038 (2)ETD819HS 12UB C From Leg 0.50 0.000 67.00 No Ice 0.00 0.00 0.019 0.000 112,Ice 0.00 0.00 0.027 0.000 l"Ice 0.00 0.00 0.038 Page tnxT owfir Job 48780 EAST ORIENT POINT Pa g 3 of 4 GPD Project Date 520 South Main Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 AT&T FAX:(330)572-2101 mrisley Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft .R .tZ f 2 x ft h DBXLH-6565A-R2M w/ A From Leg 0.50 0.000 57.00 No Ice 0.00 0.00 0.044 mount pipe 0.000 1/2"Ice 0.00 0.00 0.088 0.000 1"Ice 0.00 0.00 0.137 DBXLH-6565A-R2M w/ B From Leg 0.50 0.000 57.00 No Ice 0.00 0.00 0.044 mount pipe '0.000 1/2"Ice 0.00 0.00 0.088 0.000 1"Ice 0.00 0.00 0.137 DBXLH-6565A-R2M w/ C From Leg 0.50 0.000 57.00 No Ice 0.00 0.00 0.044 mount pipe 0.000 1/2"Ice 0.00 0.00 0.088 0.000 1"Ice 0.00 0.00 0.137 (2)TTAW-07BP111-001 A From Leg 0.50 0.000 57.00 No Ice 0.00 0.00 0.018 0.000 1/2"Ice 0.00 0.00 0.024 0.000 1"Ice 0.00 0.00 0.031 (2)TTAW-07BP111-001 B From Leg 0.50 0.000 57.00 No Ice 0.00 0.00 0.018 0.000 1/2"Ice 0.00 0.00 0.024 0.000 1"Ice 0.00 0.00 0.031 (2)TTAW-07BP111-001 C From Leg 0.50 0.000 57.00 No Ice 0.00 0.00 0.018 0.000 1/2"Ice 0.00 0.00 0.024 0.000 1"Ice 0.00 0.00 0.031 Canister Load C None 0.000 89.00 No Ice 19.00 19.00 0.199 1/2"Ice 39.00 39.00 0.434 V Ice 40.00 40.00 0.675 Canister Load2 C None 0.000 69.00 No Ice 28.50 28.50 0.363 1/2"Ice 58.50 58.50 0.715 1"Ice 60.00 60.Q0 1.077 Canister Load3 C None 0.000 59.00 No Ice 38.00 38.00 0.594 1/2"Ice 78.00 78.00 1.065 1"Ice 80.00 80.00 1.547 Canister Load4 C None 0.000 29.00 No Ice 28.50 28.50 1.431 1/2"Ice 58.50 58.50 1.784 1"Ice 60.00 60.00 2.146 J,fiY }:^^.�";.' f a ,A .+ >s \ U�,. ur.�r s�. ?...sl ll nl� f. �-, 4� o-m Ey,;?i' ,ys f•,;,; w. , n 'C iticaf Defl ctions nc�=Rath o i rv�l ure,yrServ�ceM.1,61 NN Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 89.00 Canister Load 39 4.4056 0.489 0.000 26225 87.00 CWWX063X25G00 w/Mount Pipe 39 4.2000 0.485 0.000 26225 75.00 APXVFWWI2X-C-NA20w/Mount 39 3.0074 0.448 0.000 9366 Pipe 69.00 Canister Load2 39 2.4705 0.408 0.000 6959 67.00 P65-15-XLH-RR w/Mount Pipe 39 2.3050 0.389 0.000 6912 59.00 Canister Load3 39 1.7105 0.305 0.000 7992 57.00 DBXLH-6565A-R2M w/mount 39 1.5774 0.285 0.000 8134 pipe 29.00 Canister L4)ad4 39 0.3232 0.095 0.000 8750 tnxTower Job 48780 EAST ORIENT POINT Page 4 of 4 GPD Project Date 520 South Main Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 AT&T mrisley FAX.(330)572-2101 T b1 , q,- _S1 acit Tft p Section Elevation Component Size Critical P opdt— % Pass No. ft Type Element K K Capacity Fail Ll 89-69 Pole TP10.75xl0.75x0.375 1 -1.901 462.020 21.0 Pass L2 69-59 Pole TP10.75x10.75x0.5 2 -3.431 666.567 32.4 Pass L3 59-29 Pole T?14.5xl4.5xl.094 3 -10.610 1907.510 33.6 Pass L4 29-0 Pole TP38x38x0.25 4 -16.275 1941,210 32.1 Pass Summary ELC: Existing/Pro posed Pole(U) 33.6 Pass Rating= 33.6 Pass CCI Flagpole Tool CROWN Buililihs+fori Site Data _ C CASTLE Site Name:EAR.t79 E Y1, IN v ax° e App#: 0,821488C} Code � • Ice Thickness: �in Windspeed(V): mph ep"M Ice Wind Speed(V): mph I BOLT HOLES Exposure Category: ° Q (�9 Topographic Feature:gai - + f STElIEB Structure Class: t R1� Tower Information i �� FLANGGPLATG Total Tower Height:` ft X,. Base Tower Height: e ,° ' , �J ft FLANGE PLATE Total Canister length: 60 ft tTVPE a:SOLMay RAT10 0.M Number of Canister Assembly Sections: Mating Mating CanistCanister Canister Number of Sides Plate Solidity Flange Flange Plate Canister er Section Number°: Assembly Assembly Type: Plate Plate Ratio Weight Weight Canister Section Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) st. i 0.45 0.064 0.398 0.5 1 0.196 0.199 3 R gip, # 0.5 1.133 0.597 •Sections are numbered from the top of the tower down "Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: ,g-6ma Truck Ball on Tower. °,IMO , Geometry:Base Tower+Spine 48780.eri (last saved 01/2411:13 am) op Bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides (in) (in) (in) Radius(in) Material Delete 89 20 0 0 10.75 10.75 0.375 n/a A53-13-42 [x] 69 10 0 0 10.75 10.75 0.5 n/a A500-46 [x] 59 30 0 0 14.5 14.5 1.094 n/a A500-46 [x] 29 29 0 18 38 38 0.25 1 A572-65 [x] Discrete Loads:CFAF for Canister Assembly Canister Canister Canister Loading Elevatioply n()t CFAFCFAFCFAF CFAFZ CFAF CFAF j Assembly Weight y (ft) No Ice(ft) 1/2"Ice(ft) 1"Ice(ft) 2"Ice ft) 4"Ice(ft) Weight No 1/2"Ice Ice(Kip) Ki Canister Load 1 89 19 000 39.000 40.000 42.000 46.000 0.199 0.434 Canister Load 2 69 28.500 58.500 1 60.000 63.000 69.000 0.363 0.715 Canister Load 3 59 38.000 78.000 1 80.000 84.000 92.000 0.594 1.065 Canister Load 4 29 28.500 58.500 60.000 63.000 69.000 1.431 1.784 Page 1 of 2 CCIFlagpole Tool v1.2 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX C Tower Elevation Drawing 1/29/2018 890n DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Canister Loadl 89 Canister Load2 69 CW WX063X25G00 w/Mount Pipe 87 P65-15-XLH-RR w/Mount Pipe 67 CWWX063X25000 w/Mount Pipe 87 (2)ETD819HS12UB 67 (2)FD9R6004/1C-3L 87 (2)ETD819HS721JB 67 H o 0 0 0 (2)FD9R6004/1C-3L 87 (2)ETD819HS12US 67 (2)FD9136004MC-31. 87 P65-15-XLH•RR w/Mount Pipe 67 CW WX063X25000 w/Mount Pipe 87 P65-15-XLH-RR w/Mount Pipe 67 APXVF W W 12X-C-NA20 w/Mount 75 Canister Load3 59 Pipe (2)TTAW-07BP111-001 57 APXVFWWI2X-C-NA20 w/Mount 75 m Pipe (2)TTAW-07BP711-001 57 (2)ETT79V2S72U8 75 (2)TTAW-07BP111-001 57 DBXLH-6565A-R2M w/mount plpe 57 69 Oft (2)E1779V2S12UB 75 (2)Err19V2S12U8 75 DBA-11-6565A-132M w/mount pipe 57 DBXLH-6565A-R2M w/mount pipe 157 APXVFW W 12X-C-NA20 w/Mount 75 Canister L.oad4 29 Pope " $ $ MATERIAL STRENGTH 0 0 0 GRADE Fy Fu GRADE I Fy I Fu A53-B-42 42 kst 63 ksi A572-65 165 ksi 18D k5i 59 0 ft A5W 46 146 kd 162 ksl TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure D to the TIA-222-G Standard. 3. Tower designed for a 105 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 11. 7. Topographic Category 1 with Crest Height of 0.00 ft y4� 8. TOWER RATING-33.6% o �7S O 6 r 8 290ft ALL REACTIONS ARE FACTORED AXIAL g w o 28K S S N O C'1 Q SHEARMOMENT 2K 94 kip-ft 40 mph WIND-0.7500 in ICE AXIAL 16K SHEA MOMENT 1 0 K 471 kip-ft oon REACTIONS-105 mph WIND GPD Job.48780 EAST ORIENT POINT 520 South Main Street Suite 2531 P 2018723.01.48780.04 Akron,Ohio 44311 prem AT&T I I,—by*mris 'd' Phone:(330)572-2100 fie'TIA-222-G D-:01/24/18 scale NTS FAX: 330 572-2101 Path: Dw9 Ne-E-1 Feed Line Distribution Chart 0'-89' Round Flat App In Face App Out Face Truss Leg 8900 Face A Face B Face C B900 ------------ ------------ 8700 ------------------------- 8700 ------------------------- ------------ ------------ 7500 ------------ ------------ 7500 ------------------------- 6900 ------------ ------------ ------------ ------------ ------------------------- 6900 6700 6700 --- ------------ -------------- 2 m 5900 ------------ ------------ ------------ -----------' ------------------0- ----- 5900 J ------------ ------------ 5700 ------------ ------------ 5700 ----- ------------K ----- 2 � m 0 �' Q � LL 2900 00 N O W � 0 J Q LL n Q () N 800 800 000 000 ® GPD °b.48780 EAST ORIENT POINT 520 South Main Street Suite 2531 Pr° *2018723.01.46780.04 Akron,Ohio 44311 01Io"t AT&T I Da—br mrisle App'd Phone:(330)572-2100 Cade:TIA-222-G ID lo*01/24118 saa" NTS FAX: 330 572-2101 Path' D"'g N0 E- Feed Line Plan Hound Flat App In Face App Out Face ® (12)LDF5-50A(7/8 FOAM) (18)LDF5-50A(7/8 FOAM) • (12)LDF5-50A(7/8 FOAM) • GPD oD 48780 EAST ORIENT POINT 520 South Main Street Suite 2531 P""� 2018723.01.48780.04 Akron,Ohio 44311 Chem AT&T ol—ty*mrisie "-d' Phone:(330)572-2100 code'TIA-222-G DS'e*01/24/18 * NTS FAX: 330 572-2101 0199 No E- 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX D Anchor Rod & Base Plate Analysis 1/29/2018 Anchor Rod and Base Plate Stresses,TIA-222-G-1 48780 EAST ORIENT POINT GPD GROUP 2018723.01.48780.04 Overturning Moment=_ _NkAwal Force= k Acceptable StressShearForce= Ratio Rods Base Plate (Section 4 9.9,T1A-222-G-1) Location= Number of Rods= Plate Strength(Fy)= ksi Rod Ultimate Strength(Fu)= ksi Outside Diameter= in Base Plate Detail Type'= Plate Thickness= in Rod Circle= in wcalc= 22.59 in Rod Diameter= 5 m wmax- 20.00 in Net Tensile Area= 1.90 inZ w= 20.00 in Max Tension on Rod= 6188 kips Z= 20.00 it? Max Compression on Rad= 65 95 kips M.- 204.77 k-in Pu= 65 95 kips VK- 900.00 k-m Vu= 1.24 kips BP Capacity= '22.8% 1 OK 0= 0.50 Pu+Vu/n= 68.43 Pole WRre= 152.00 kips Pole Diameter- m Anchor Rod Capacity= 45.0% 1OK Number of Sides= Thickness= in 'This analysis assumes the dear distance Pole Yield Stren th= ksi from the top of the concrete to the bottom of the leveling nut Is less than the diameter of the anchor rod. Notify GPD Group Immediately if existing field conditions do not meet this assumption. Stiffeners Configuration= GPD Round Base Plate Stress(Rev G)-VI 09 69 FL Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX E Flange Bolts & Flange Plate Analysis 1129/2018 FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 29fi 48780 EAST ORIENT POINT 2018723.01.48780.04 TNX Reactions Balt Information Plate Information Moment(M) 6224'.60 k-ft Diameters ;=S in Diameter 8A7.5 in Ayjal(P) 93:� �.'� -kips Net Tensile Area 0.4§ins Thickness: Shear(V) r `ti!5 kips Bolt Circle: in Fv: ksf f!of Bolts ;'62",6 e: t �5'a14 in Bolt Grade i4XA490 w: in F„ "off-AT0 ksi Flange Bolt Capacity: 1=nj(d./2f/4+(BC)1/8j= 588.59 in T_ [12(M)(BC/2)/Ij-(P/n)= 62.34 kips V,,,,,=(V/n)= 0.920 ksi ^ I •ani _L F„b= 150 000 kips - (ORnr--F„bA„= 109 013kips \ Q11.4.45F,tAb= 62.13 kips Adjusted li& 109.00 i ) Interaction Capacity 0.57191913 Bolt Capacity= 57.2%OK l / Flange Plate:(Spoke controls) Mr=T,,,,,,(e)= 343.78 Mn S=w(rpz)/6= 10208 in' Z=(S)x1.5= 15313 in3 M„=F,Z= 765.63 ksi MP,r,,,=d,bM�= 689.0625 ksi a°"�"�•«/ Upper Plate Capacity= 49.9%10K /^•4i FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 59fi 48780 EAST ORIENT POINT 2018723.01.48780.04 TNX Reactions Bot Information Plate Information Lower Plate Information Moment(M) 84k-ftfflk-ft Diameter ¢y*-, 1 m Diameter: m Diameter: _q21 m qy Axial(P) ` "y'3713 kips Net Tensile Area y.,,,}?`060Q in Thickness- - 3 in Thickness: in Shear(V 'p ffl.,;71 kips Bolt Circle: .� m ksi po Bolts gy"`i ;� e: 1 ;2x39,98 fn e: "•531047 in Bot GradeY;�,3 W. ♦�,Fa�{{,oy m w: ,r- rp in F. x]20 ksi ri WiPM,in Flange Bolt Capacity: I-n[(de/2)t/4+(BC)'/8]= 24338 in m..=[32(M)(BC/2)/Ij-(P/n)= 25.10 kips V,,,,,_(V/n)= 0.528 ksi ani Fp= 120 000 kips QRpi=Fp,q.= 54 540 kips \ OR_--0.45F.A- 31.81 kips 1 Adjustedt&j 54.53 / ) Interaction Capacityl 0.4601886 Bolt Opacity=1 46.0%.10K j Flange Plate:(Spoke controls) Mp=T,,,,,(e)= 60 22 k-in S=w(tp')/6= 3.333 in Z=(5)x1.5= 5000 in3 --�--- ' M�F„Z= 250.00 ksi Mpyb„=¢bM„= 225 ksl ed+co-n.cen upper Plate pasty= 26.8 wi.d o^^et.r Lower Flange Plate:(Plate controls) Mp=C_*(9C-inner radius)= 5084 k-in S=w(tp2)/6= 2.818 in Z=(S)x3 5= 4 23 ksi M.=FEZ= 211.38 M,.1b:-41yM.= 190238625 ksi Lower Plate Capacity- 26.7%OK Existing Flange Connection @ 69' 48780 EAST ORIENT POINT 2018723.01.48780.04 GPD GROUP oment ` Axial= .w'1s9A1 kips Acceptable Stress Ratio Shear= 1,<;b-s`,1 4 kis =G'1105.0° Flange Bolts Upper Flana Plate I UpperStifforters N Bolts=C-A-MMV6 Location= $xterll Configuration=C Fina Batt Type=�?,s+"_ Plate Strength(Fr)= r VV,Z$O ksi Threads Included?= ' .ii§ Plate Tensile(Fj= ks1 Bolt Diameter= :;40825 in Plate Thickness=tttit In Boit Circle-M 14;251n Outer Diameter=P ° :18 in 4„= s„.{'y'(?. wcalc= 9 35 in wmax= 12.50 in Tension&Shear(VA-222-G-1,Section 4 9.6) w= 9.35 In F„x= 120ksl Z= 3651n' Ab- 0 60132 1n' M„- 26 19 k-in An= 0.462 in` Wn= 164 4283 k-m ¢R = 24.35 kips UP Capacity= 15.9%OK ORM- 4158 kips $R.(adjusted)- 4158 laps V11,= 0 22 kips T.= 14.33 kips PrymgActlon Check NIA,top flange thickness>to Max Comp.on Bolt= 1496 kips Lower Flan Plate Lower Stiffeners, Shear Capacity= 0 9% Location=K4Extenftal Configuration=1Nonel Tensile Capacity= 345% Plate Strength(F1.)= 5U ksi Interaction Capacity= 34.5'/ Plate Thickness= 2 25 In Bo@ Capacity 34Z%OK Outer Diameter= .16 in wcale= 9 35 in Pole Information wmax= 12.50 in Shaft Diann.(Upper)=Pi'411095 in w= 9.35 in Thickness(Upper)= '0 in Z= 3 65 ins N of Sides(Upper)= _ M„= 26.19 k-In Fy(Upper)=. -%.�", ksl OM.= 164 4283 k-in LP Capacity x 15.9%OK Shaft Diam.(Lower)=1',`M.,a10. in Thickness(Lower)=6VI " A in N of Sides(Lower)= a- Fr(Lower)_E� 'r45 ksi GPD Flange Plate Stress(Rev G)-V1 08 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX F Foundation Analysis 1/29/2018 h AukCaisson Analysis ., 48780 EAST ORIENT POINT P GPD GROUP 2018723.01.48780.04 M V °m �" oFjo ,X ?� HG Code -m' s�7 s�e3y+v- Mu= 471.31 k-h t Concrete Code r Cd;3 8.0lr• Mr= 2773.64 k-ft - Seismic Design Category ' 8,nom FS- sag ¢` Max Stress Ratio =1;, Capacity= 22.6% Pass i Reinforcing Known? k 'may ModiNed7 Ground Water Z1 8: ft 0Mn= 218081 k-ft Soil Depth to Neglect 00,00 it Mu= 529.65 k-ft Minp- 0.00333 -' Provided p= 0 G0526 OK D - Moment,M 4 10 k-ft Capaoty= 24.391 Pass � B Shear,V I k t Pier Diameter '� ; • %� Pier Length Below Grade h Distance Above Grade ft Vertical Bar Size - Vertical Bar Quantity g 8 Ile Vie Y it r k•= ksi fy= 60 ksi Diameter Clear Cover= 3 .t1. In Layer Sod Type Thickness Y.Pcf Cu,Psf Kp Top of Layer Bot of layer layer 1 '*^ 5 k2Q 2.77 0.00 6.00 Layer 2 it K1 W" 3.25 6.00 21.00 Layer3 Sati .ac. 'a. F_m4w.r f T- z m, 1.00 21.00 2100 Layer $V; Seitd..., ��w' 1 � �'-,aMOM!-MM—M 100 21.00 2100 Layers I � 1"VWM 100 2100 21.00 Layer 6 "44gill 1.00 2100 2L00 Layer 7 x�"Sa`�d9`trt cxae It.-i�`s:'w.' PA Mie`134 r L `- 1.00 2L00 2100 Layer 8 "" �'" i.L 000 2L00 21.00 Layer 9 �53R _ #« 1.00 21.00 21.00 Layer 10 w k. 000 2100 21.00 GPD Caisson Analysis-VLGO o © ®bue© T=M Q_"' BILE N RTHEAST LLG ��GG,�ENG «< 1500 SU.-R NEAMGNWAr I �•I )1Mj J�-`-� - GREA NY 11T9 a A a3 LI 13882D AUG3 om T 1 2020 ' "afi N o q ®ATE: u B.P. �� — d Z m Z BE T� FE I1t1�: �ATORIENT AT&T TOWER = � , ,� � m �x NOTI Y iLDiivC r,F,c .( 1:,ENT }' Z s 765-1802 , 8 AIA TO 4 PPS FOR THE r < — F L( WITH ALL CODES OF FOLLOWING INSPECTIONS: NEW YORK STATE & TOWN CODES 1, FOUNDATION s TWO REQUIRED suECRITD POURED CONCRETE AS REQUIRED AND CONDITIONS O� ALS DATE DMRPRM REVISIDN FOR P 40200 MAIN ROAD x9/14/18 FM POR f G [� �{ FRAMING�j () �� {� � SOUTRpCD TOWN Z6A 14/05/18 RMISED PER PPERMTY i 2e 11®VGH ' { R+.I]IIING GI PL•UIV1�II�G a 14/1]/1B REMSEO PER PEAYrt 2 3. INSULATION 04/45/19 Rea.PER PEAYR ] • 07/03/19 REUSED PFA PFAMR 4 4, FINAL -.CONSTRUCTION MUST ' SpltTaIOLD TOWN P��NING DOAK® ORIENT, NY 11'957 BE 'COMPLETE FOR C.O. USTEES ALL CONSTRUCTION SHALL , THE S® REQUIREMENTS OF THE CODES OF NEW ��1, FFA NOTE. SHALL REMAIN YORK STATE. NOT RESPONSIBLE FOR (70713 GROUND 6102 M UAC CONFIGURATION) SECURED AND PROTECTED FROM UNAUTHORIZED PERSONAL DESIGN QR CONSTRUCTION ERRORS. DEPT DUE REV 51°NS RFE RF" ZOMNG OPS - LONSAi VICINITY MAP GENERAL NOTES PROJECT SUMMARY SREAC Via ; xc SITE NUMBER: U13882D APPLICANT. T-MOBILE NORTHEAST LLC PROJECT NO 544.002 1 THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF 3500 SUNRISE HIGHWAY DRAWN BY BMM ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER GREAT RIVER, NY 11739 CHECKS MPS ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS SITE ADDRESS: 40200 MAIN ROAD COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH ORIENT, NY 11957 T-MOBILE DEVELOPMENT CHRISTOPHER SCHAAF JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. MANAGER- (631) 398-3399 ,•�N,_uT `,'r _ �°;� G,.••-=S`' - _ `- WORK THE WORK PERFORMED ON THE PROJECT AND THE g,THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT PROPERTY OWNER. M.G.H. ENTERPRISES INC. $ $rF MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH C 40200 MAIN ROAD L� ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY ORIENT, NY 11957 PROJECT MANAGER: HIGHLANDER CONSULTANTS �Q - ' RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 155 CARLETON AVENUE 2.THE ARCHffECT ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE EAST ISUP, NY 11730 4 t FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. TOWER OWNER: AT&T WIRELESS CONTACT BRYAN FELTON -` y COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY (631) 581-8105 „- r IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE U ;4 rSITE_. ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT ARCHITECT ENGINEER. INFlNIGY ENGINEERING ` WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LAT./LONG.: N 41'9' 9.3126" /W 72'14' 39.0546" / EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND 1033 WATERVLIET SHAKER ROAD £ 't- a IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION TYPE. IIB ALBANY, NY 12205 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO �,, DOCUMENTS. CONTACT: MAGGIE STEVENS PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, USE GROUP: U 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY g1g .r= t- ', ,1,, ..'z-'- CURBING, ETC, DURING CONSTRUCTION UPON COMPLETION OF ( ) 690-0790 OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY '= _' `� ' • ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE r', ,., _•.;3.`K. ; ., PRP�OCTYCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROJECT DESCRIPTION SHEET INDEX THIS DOCUMENT IS THE CREATION, c SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE -, OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR DESIGN,PROPERTY AND COPYRIGHTED SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA SHEET DESCRIPTION REVISION �oRKOFT-MOBILE ANY DUPLICATION }- •_ _ _ DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINET(S) OUTDOOR OR USE WITHOUT EXPRESS WRITTEN ,• F'"�'S i-,• r t,S.rr; OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE TOWER El EXISTING RBS 6201 ❑INDOOR T-1 TITLE SHEET 4 CONSENTISSTRICTLYPROHIBITED. .a?^"s , --1,,- w 4 THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL SPECIFIED AS REMAINING ON PROPERTY PREMISES SHALL BE ❑EXISTING TRANSMISSION TOWER ®PROPOSED 6102 ❑PROPOSED e MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ❑EXISTING BILLBOARD ❑EXISTING WESTELL CONCRETE PAD Z_1 SITE PLAN 4 DRAWINGS ARE 22"x34',USE LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE. ®PROPosED NOTEIFALSCALEANDIOR112TIMES �raAS DESCRIBED HEREIN. - ❑EXISTING ROOFTOP ❑SITE SUPPORT KIT STEEL PLATFORM GRAPHICAL SCALEANDIOR112TIMES - ' 13 THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLE ❑SITE SUPPORT CABINET ®PROPOSED PPC C-1 SITE PLAN 4 OF THE NOTED SCALE �� _ Gane" ` CALLED NORTH 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ❑EXISTING FORT WORTH C-2 COMPOUND PLAN & ELEVATION 4 -- SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. El GPS ❑PANELBOARD SITE NUMBER: PROJECTHIMSELF WITH CAN BE FIELD CONSTRUCTED NNS AND TO ACCORDAN ACCORDANCE THE THE 14.THE CONTRACTOR SHALL NOTIFY THE T—MOBILE REPRESENTATIVE C-3 EQUIPMENT DETAILS 4 L113882D T—MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION OF AN UNMANNED C-4 EQUIPMENT SPECIFICATIONS 4 DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT WIRELESS BROADBAND FACILITY.ADDITION OF PROPOSED PANEL ANTENNAS, C-5 EQUIPMENT SPECIFICATIONS 4 SITE NAME: DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR (g) RRUS,AND (6) TMA UNITS.ADDITION OF ICE BRIDGE, STEEL EQUIPMENT ORIENT AT&T TOWER 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 C-6 APU SCHEMATIC & DETAILS 4 PLATFORM, HYBRID CABLES, GPS AND 6102 CABINET WITHIN PROPOSED CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE LEASE AREA, C-7 GENERATOR DETAILS 4 40200 MAIN ROAD ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE. ORIENT,NY 11957 WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWINGS/CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, kG-2 ELECTRICAL SITE PLAN 4 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. ELECTRICAL DETAILS 4 SHEET TITLE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO COAX FIBER PLUMBING DIAGRAM 4 CALL: u�s NQ1OTE2W¢Fy pf3®WNER ()CI�L CODES OR •CALL BffORE YOU�. R I CE$$TA�CP G�EDE APYt THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK GROUNDING AND POWER DIAGRAMS 4 WWWDK48AFa_YPE 0WCOM �� TITLE SHEET CALL�OR 4.800-962-7862 _ - - ,,,L GROUNDING DETAILS 4 IS GROUNDING DETAILS 4 CALL THREE WORKING DAYS PRIOR TO DIGGING �s s9ECEr PRMMMDM S,wL BE DEW104 O na wL nneae�901 mNMREAT amg�s��gH-" �� � �� f��° N-1 GENERAL AND ELECTRICAL NOTES 4 SHEET NUMBER COLOR CODE FOR UTILITY LOCATIONS �1�n CER CATE N-2 GRADING & SEDIMENT NOTES 4 ELECTRIC - RED SEWER' - GREEN GAS/OIL - YELLOW SURVEY - PINK �sl-S11 PLATFORM DESIGN DETAILS 4 TEL/CAN - ORANGE PROPOSED EXCAVATION - WHITE01 C T•1 WATER - BLUE RECLAIMED WATER - PURPLE NOTE:1. ALL GENERAL APPLICANTS FEED LINES/CABLES SHALL BE GENERAL SITE NOTES- T. ❑ ❑m®�'y�¶�e❑ INSTALLED INSIDE THE MONOPOLE STRUCTURE; 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT ,was I NOR-- 2. ALL PORTS SHALL REMAIN SUFFICIENTLY SEALED TO BEEN PERFORMED BY INFlNIGY BOUNDARY INFORMATION IF SHOWN oREATRrvETt Trvnzsv WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERTY PREVENT ACCESS BY BIRDS AND OTHER WILDLIFE; IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD 3. THE FACILITY SHALL REMAIN SECURED AND PROTECTED FROM UNAUTHORIZED PERSONNEL 2 BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION W 3 CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION Y,�m•, NYSDEC TIDAL WETLANDS mN^ 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF N $o ADVERTISING z m m EXISTING 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z d �� i GARDNER S BAY m:2 o NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSALg„ 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN Z — 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES EXISTING WOODEN /'' \ B UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS MARINA DOCK (TYP) \� SUBMITTALS /� AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE EXISTENCE. EXTENT AND EYACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION EXISTING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR DR PFAYR o •/• •\�, 12/os/,e RE Pm Ppma , '/. PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT 12/1o/1e nImPEVISFD PEP PFAMR 2 j LEAST 48 HOURS PRIOR TO COMMENCING WORK a/25/19 RIMm PER PERMR 3 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN 07/02/19REVISED PER PERMIT 4 12 MONTHS OF CESSATION OF OPERATIONS EXISTING WOODEN \ MARINA DOCK (TYP) ./• EXISTING BEACH \ SITE LEGEND NYSDEC TIDAL WETLANDS •/" /� Ham- / \� o ,\ SITE PROPERTY LINE - Yv STREET OR ROAD DEPT DATE 'PPD REMON5 EXISTING RESTAURANT & • o, O \ ZONING CHAIN LINK FENCE �� MARINE FUELING STATION '/� ops /' >> h� o �\ OPAQUE WOODEN FENCE _ �1 •/�• EXISTING WOODEN / ��: 'y o5' ^E��. .TREES/SHRUBS � RETAINING WALL (TYP) \ _/--/ PROJECTNO 544-002 TREE LINE DRAWN BY BMM / CHEC MPS •% EL XISTING BAY p' '' /' UTILITY POLE APPROXIMATE LOCATION OF •� 1 =-- .,�f6�D (E) EXISTING G� EXISTING PROPERTY LINE •/" NYSDEC TIDAL WETLANDS 3' }150-0" N S. 5 N r _ sp 140'-0„ ( ) NEW (P) PROPOSED •/. �� A±40'-5" APPROXIMATE LOCATION OF '/• I - �.� EXISTING LOW WATER LINE (F) FUTURE •QT Oqo L '/'•/• O ,` T` '/ /" l EXISTING r T' �- MONOPOLE TOWER PARCEL KEY eL°° EXIST APPROXIMATE NGHIGH WATER ILOF 1 PROPERTY OWNER MGH EXISTING ROCK WALL (TYP) ENTERPRISES INC PARCEL ADDRESS. 40200 MAINZ A ROAD ORIENT, NY EXISTING FENCED TAX ID 1000015000900008001 EQUIPMENT COMPOUND ACREAGE 473 THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED S' T WORK OF T-MOBILE ANY DUPLICATION AY KW �� OR USE WITHOUT EXPRESS WRITTEN PROPOSED T-MOBILE 12 6X 17�-0'RAISED o= EAN STp1E PAR CONSENT IS STRICTLY PROHIBITED S7EEL EQUIPMENT PLATFORM WITHIN PROPOSED W--'X18'-O'LEASE AREA W/ " _ NOTE IF DRAWINGS ARE 22k34',USE C-2 OVERHEAD ICE CANOPY(FOR ADDITIONAL \ _ - -- GRAPHICAL SCALE AND/OR 112 TIMES INFORMATION, REFER TO PAGES Sl-Sll) _ - of THE NOTED SCALE MISTINGSITE NUMBER: STORAGE BUILDING = I L113882D APPROXIMATE LOCATION OF SITE A NAME. EXISTING WETLAND BOUNDARY ORI EXISTING ASPHALT =' &T TOWER PARKING LOT 40200 MAIN ROAD � ORIENT,NY 11957 EXISTING TRANSFORMER,� METER AND DISCONNECT APPROXIMATE LOCATION OF EXISTING TREE LINE SHEEP TITLE SITE PLAN GRAPHIC SCALE: WETLANDS DELINEATION SHOWN HEREON IS BASED 60' 30, 0 30' 60' SHEET NUMBER BBASSEEMAPPING IS BASED ON AERIAL UPON A SURVEY PREPARED BY: HAWKINS WEBS ' PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, JAEGER PLLC, 550 WALT WHITMAN ROAD, MELVILLE, NY STE P AS NOTED DATED 02/21/17 AND A SITE WALK COMPLETED 11747. (631) 732-7777, (LAST DATED NOVEMBER 15, NORTH SCALE (11x17): 1„ = 60'-0" Z-1 BY INFlNIGY ON 03/15/18 AND DOES NOT 2014 PROJECT NO. 06-0099) SURVEY AND WETLAND REPRESENT AN ACTUAL FIELD SURVEY. DELINEATION ORIGINALLY PERFORMED ON APRIL 6, 2006 SCALE (22x34): 1„ = 30'-011 NOTE• GENERAL SITE NOTES ❑ ❑m®ljue FOR MORE INFORMATION PERTAINING TO Yea"�NDRYNuo THE PLATFORM DESIGN, REFER TO 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT SUN—HIGHWAY BEEN PERFORMED BY INFlNIGY BOUNDARY INFORMATION IF SHOWN GREnT wveR Nr„rss 'PLATFORM DESIGN REPORT," COMPLETED WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERTY BY FINIGY, DATED 12/05/18 \ L IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD / \ ExEXISTING \, /--�+' -,� \, 2 BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION W L GRASSY AREA \1 / `� L 3 CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE ,\ EXISTING \ CONSTRUCTION ` \ PARKING LOT \ 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF V y g o / ; 7 PROPOSED T-MOBILE LOCKING \ • ADVERnSING Z m m / ACCESS GATE(FACILITY SHALL \ z m REMAIN SECURED AND PROTECTED C-5 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z m c a FROM UNAUTHORIZED PERSONNEL) \ ___ NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL oS LL `\ 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o POTENTIAL ROUTE OF NATURAL PROPOSED T-MOBILE ACCESS STAIRS(FOR DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN GAS UNE FROM MAIN ROAD ` � MORE/NFORMAAON, SEE SHEETS SI—Sl 1) \ 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE _ PROPOSED T-MOBILE 12'-6:Y 17=0' RAISED STEEL OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES\ � � 1 £XISI/NG RELOCATED OR NEW EVERGREEN EQUIPMENT PLATFORM WITHIN PROPOSED \ 8 UTIUTIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS 3 \ , \ • SUBMITTALS 1 \\ 14'-0 X18=O'LEASE AREA W/OVERHEAD ICE CANOPY C-2 AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE DATE DESCRIPTION REVISION C-6 PLAN77NGS AS REQUIRED(TYP. OF(7) TOTAL) (FOR MORE/NFORMA77ON, SEE SHEETS SI-Sl 1) \ �\ EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL FOR PERMIT LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILffY AT ,i w,- -m pm Pm , ` /' EXISTING RETAINING 12/13/1. RENSTD PER PERurt 2 �*PROPOSED T-MOBILE 14=0' LEAST 48 HOURS PRIOR TO COMMENCING WORK WALL TYP • a/u/+9 REwsm veR vcRurt 3 TALL FENCE EXTENSION(TO L ( ) • /D:/1sRMOD PER PE 4 MATCH EXIS77NG FENCE) ` \\ `\ \ 9 ALL OBSOLETE OR UNUSED F OPERA SHALL BE REMOVED WITHIN \ / \ � 12 MONTHS OF CESSATION OF OPERATIONS \L EXISTING GRAVEL (TYP) EXISTING SHRUB TO BE RELOCATED TO EDGE L xl\ \ \ OF PROPOSED T-MOBILE COMPOUND �� - EXISTING CARRIER RAISED •` / EXTENSION OR REMOVED (TYP OF (5) TOTAL) "' STEEL EQUIPMENT PLATFORM \ SITE LEGEND 11 % 126,10 4\ EXISTING \ SITE PROPERTY LINE S } EXIS17NG GRADE TO BE LEVELED AND GRAVELED SAND LOT \ UPON COMPLE77ON OF CONSTRUC770N \ STREET OR ROAD MZON7INNG DATE APrD REV6IDNs VE L 1 CHAIN LINK FENCE EXISTING CARRIER FENCED EQUIPMENT COMPOUND PROPOSED T-MOBILE ICE —D�� OPAQUE WOODEN FENCEBRIDGE TO B£ROUTED BELOW �� -5 EXISTING CARR/ER ICE BRIDGE \ EXISTING CARRIER RAISED ` (jl TREES/SHRUBS I Y STEEL EQUIPMENT PLATFORM �� "�' j �-� TREE LINE DRAWN BY1 PROJECT O 544-002BMM PROPOSED T-MOBILE(18) 7/B'COAX \ � 1 CABLES TO BE ROUTED FROM PROPOSED \N' f �( UTILITY POLE CHEC MPS 1 EQUIPMENT CABINET TO PROPOSED ANTENNAS L EXISTING ACCESS EBEACHG (E) EXISTING N S I GATE (TYP) \. EXISTING STEALTH I (N) NEW ,1 APPROXIMATE LOCATION OF MONOPOLE TOWER\ (P) PROPOSED 11 EXISTING WETLAND BOUNDARY i ISR 3 EXISTING CARRIER ICE (F) FUTURE I Y-f lx7 RIDGE (TYP) (ABOVE) gj APPROXIMATE LOCATION 1, 1 OF EXISTING TREE LINE ` EXISTING ROCK ' �Q 071096 WALL (TYP) A APPROXIMATE LOCATION OF 11 EXISTING PROPERTY LINE � THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITT N CONSENT IS STRICTLY PROHIBITED I f NOTE IF DRAWINGS ARE 22°x34',USE \ ; o GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SITE NUMBER: L113882D 1 SITE NAME: % ORIENT AT&T TOWER 11 \ 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE { APPROXIMATE LOCATION OF `� / SITE PLAN \ EXISTING HIGH WATER LINE APPROXIMATE LOCATION OF GRAPHIC SCALE: NOTE: ED -EXISTING LOW WATER LINE ; i- 301 151 0 15' 30' SHEET NUMBER NOTE. WETLANDS DELINEATION SHOWN HEREON IS BAS �, BASEMAPPING IS BASED ON AERIAL UPON A SURVEY PREPARED BY: HAWKINS WEBS _ _ _ _ - 1 SITE PLAN PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, JAEGER PLLC, 550 WALT WHITMAN ROAD, MELVILLE, NY L , - SCALE• AS NOTED DATED 02/21/17 AND A SITE WALK COMPLETED 11747. (631) 732-7777, (LAST DATED NOVEMBER 15, ` / NORTH SCALE (11x17): 1" = 30'-0" C-1 BY INFlNIGY ON 03/15/18 AND DOES NOT 2014 PROJECT NO 06-0099). SURVEY AND WETLAND SCALE (22x34): 1" = 15-0" REPRESENT AN ACTUAL FIELD SURVEY. DELINEATION ORIGINALLY PERFORMED ON APRIL 6, 2006 \ ; I ` NOTE: NOTE: T -Mob e FOR MORE INFORMATION PERTAINING TO FOR MORE INFORMATION PERTAINING TO THE -11 aRt Pasr uc THE PLATFORM DESIGN, REFER TO TOWER STRUCTURE REFER TO PASSING -R- 'PLATFORM DESIGN REPORT,' COMPLETED "STRUCTURAL ANALYSIS REPORT,' BY INFlNIGY, DATED 12/05/18. COMPLETED BY INFlNIGY, DATED 08/01/18. NOML EXISTING CARRIER PANEL PROPOSED T-MOBILE INSTALL TO BE FLUSH WITH ANTENNAS (TYP) EXISTING INSTALL AND MEET EXISTING PROPERTY SET r x o BACKS. EXISTING SET BACK BASED ON PROVIDED DRAWINGS COMPLETED BY WFC, DATED 02/21/17. PROPOSED T-MOB/LE EQUIPMENT TO BE INSTALLED Z =z- , (T)P. PER SECTOR, (3)SECTORS TOTAL): n PROPOSED T-MOBILE LOCK/NG (1)RFS APX*lM2X-C-NA20o ACCESS GATE(FACILITY SHALL (2) 714AS REMAIN SECURED AND PRWECIED C-5 (6) 7/8'COAX CABLES FROM UNAUTHORIZED PERSONNEL) Z 1 PROPOSED T-MOBILE SILT FENCE N-2 TO BE INSTALLED AS REQUIRED EXIS77NG GRADE 70 BE LEVELED AND GRAVELED UPON COMPLE71ON OF C0NS7RUC770N SUBMITTALS D0S17NG T-MOBILE PLATFORM DATE DESCRIPTION REIVISION SUPPORT PIER(SEF SHEETS Sl-S)1) EXISTING RETAINING o2/os/+e R m Pm PUmRm 1 WALL (TYP) +2/I3/I11 REYSm PEN Powe 2 d/25/IR Rm pER p ] m/oz/i. Ruensm PER Pmowu PROPOSED T—MOBILE ACCESS STAIRS(REFER TO SHEETS Sl—Sl1 FOR MORE/NFORMA770N) PROPOSED ;—MOBILE PLATFORM LIGHT(TYP. \ PROPOSED T—MOBILE 12=6 X 17'-0'RAISED OF(4) TOTAL)(TO COMPLY WITH DARK �' 1 \ STEEL EQUIPMENT PLATFORM WI7H/N PROPOSED /4'-0 X18'—OlEASE AREA W/OVERHEAD ICE SKY LAW AND LOCAL MUNICIPAL CODE ,��� \ Im�� 1 CANOPY(SEE'SHEETS Si-S11) �PROPOSED T-MOBILE(9)RRUS TO PROPOSED T-MOBILE(18) 7/8'COAX` BE MOUNTED ON PROPOSED 3 oo < CABLES TO B£ROU7ED INSIDE EMS77NG u n MONOPOLE TOWER TO PROPOSED AN7ENNAS PROPOSED T-MOBILE PPC 3 \ H-FRAME (6)RRUS-il B4 ANDEQUIPMENT CABINET �� / (3)RRUS-11 B12(TYP. OF(3) C-4 w +I \ \ ; PER SECTOR, (3)SECTORS TOTAL) 3o II PROJECT NO 544.002 7 J ` o ` ; o zZ I DRAWN BY BMM 3 EYJS77NG RELOCATED OR NEW EVERGREEN EXISTING STEALTH CH MPS C-6 PLAN77NOS AS REQUIRED(TYP. OF(7) TOTAL) N\ o ` ; J I MONOPOLE TOWER ,` S ` , l \ \ \ \ cD z PROPOSED T MOBILE METER z I NOTE: 1 POTENTIAL ROUTE OF a 1 G NATURAL GAS LINE / ` \ ON PROPOSED H-FRAME w I ALL PROPOSED AND EXISTING a FROM MAIN ROAD \ \ O \ \ `\ m FEEDLINES/CABLES SHALL BE \ \ o I INSTALLED INSIDE THE EXISTING r \ \ \ PROPOSED T-MOBILE o F MONOPOLE STRUCTURE . ` 7 ZO 1 PROPOSED T MOBILE 6102 25KW DELTA OC c y;! �w EQUIPMENT CAB/NET \ \ \ DIESEL GENERATOR C-7 C-4 tj `E \ a 7109 PROPOSED T-MOBILE(iB) 7/8'COAX CABLES r (, 4o NOTE: �Q L TO BE ROU7ED FROM PROPOSED EQUIPMENT \ '/t rC`,} / .'' \ CABINET TO PROPOSED AN7ENNAS Q w ' J I PRIVACY SLATS TO BE INSTALLED IN PROPOSED CHAIN LINK TO MATCH. THIS DOCUMENT IS THE CREATION, \ \ Is o' 11' �� Z I DESIGN,PROPERTY AND COPYRIGHTED \ qi � o, w XISTING FENCED WORK OF T-MOBILE ANY DUPLICATION OR_ r I �y EQUIPMENT COMPOUND CONSENT IS STT EXPRESS WRITED. , PROPOSED T—MOBILE 13'—O' CONSENT IS STRICTLY PROHIBITED. V ` I TALL FENCE EXTENSION(TO NOTE IF DRAWINGS ARE 22'x34',USE ALL PORTS SHALL REMAIN MATCH&IS7/NG) GRAPHICAL SCALE=02=2 v2 TIMES 2,3 \ SUfF7GEN7LY SEALED TO OF THE NOTED SCALE PROPOSED T MOBILE 14'-0' TALL FENCE �T.3_ PREVENT ACCESS 8Y BIRDS C-5 EX7ENSION(TO MATCH EXIS77NG FENCE) U AND OTHER WILDLIFE SITE NUMBER: L113882D EXISTINGSGRAVEL (TYP) I ORI NTA AT&T PROPOSED T—MOBILE ICE BRIDGE , EXISTING FENCED EXISTING CARRIER RAISED 40200 MAIN ROAD 1 INSTALLED BELOW DUSIING CARRIERS EQUIPMENT COMPOUND STEEL EQUIPMENT PLATFORM ORIENT,NY 11957 C-5 (TO FOLLOW EX/SIING ROUTE) EXISTING CARRIER ICE BRIDGE (ABOVE PROPOSED T-MOBILE) SHEET TITLE GROUND LEVEL & R COMPOUND PLAN I VAP PLATFORM PLAN" {` & ELEVATION SCALE AS NOTED NORTH GRAPHIC SCALE: NOTE: 6' 3' 0 3' 6' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTODATED02/21/171/17RA AND AD DRAWINGS BY SITE WALK COMPLETED SCALE 11x17 : 1" = 6'-0" 2 TOWER ELEVATION C'2 BY INFlNIGY ON 03/15/18 AND DOES NOT SCALE (22x34): 1" = 3'-0" -- NOT TO SCALE REPRESENT AN ACTUAL FIELD SURVEY. EXISTING FLAGPOLE PIPE MOUNT T . .mome o (CONTRACTOR TO VERIFY) T-IILE_SU SEHIGI LLO GRE SUNRISE HIGHWAY �GREVA^TRNEft NY 11]39 . W r � y N m rn V Sop N Z m m Z NCit' ANTENNA TYP PROPOSED <5 PROPOSED RF SYSTEM SCHEDULE ( SECTOR ANT ANTENNA MODEL VENDOR AZIMUTH M-TILT E-TILT ANTENNA TMA MODEL # RRU MODEL # CABLE CABLE CABLE CABLE 2 o CENTERLINE (GROUND MOUNTED) LENGTH QUANTITY DIAMETERi TYPE A A-1 APXVFWWI2X-C-NA20 RFS 30' 0' 2'/2'/7 ±75' (2) GENERIC TWIN (2) RRUS-11 134 (GROUND) -f/00'* 6 - L04V STYLE 18 TMA (1) RRUS-11 B12 (GROUND) SUBMITTALS DATE DESCRIPTION RENSION B B-1 APXVFWW12X-C-NA20 RFS 170 0 2'/2/2 175' (2GENERIC TMIIN (1))RRUS-1111 134 812(GROUND)(GROUND) -- /fi/19 PDR PEnurt D 1100 6 co"CDAX 13/05/18 RENSED PER PUTPORY 1 13/13/19 REVISE)PER PERMIT 3 C C-1 APXVFWWI2X-C-NA20 RFS 260' D' 2'/2'/2' 175' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) 1100- 6 -- 00" oi/3S/19 REVISED PER PERMIT 3 STYLE 1B TMA (1) RRUS-11 812 (GROUND) D7/03/19 REV SED PER PERMIT 6 * CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 207 BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) 4PROPOSED STEEL BAND MOUNTING DEPT DATE APP'D REASIONS BRACKET (CONTRACTOR TO FIELD RPE RP YAN FABRICATE MOUNT AS REQUIRED) (TYP) ZONING ops 4MRF SCHEDULE (PROPOSED) SrrE� ��ANTENNA MOUNTING DETAIL SRE� NOT TO SCALE - NOT TO SCALE PROJECT NO 544-002 DRAWN BY BMM CHEC MPS S. �y© TAG a OA $ 'U20 2 z 14 I 096 © tt G� THIS DOCUMENT DESIGN PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 11 8' TAG CONSENT IS STRICTLY PROHIBITED #2 RFS MODEL NO.: APXVFWW12X-C-NA20 TOP © NOTE IF DRAWINGS ARE 22'x34°,USE GRAPHICAL SCALE AND/OR 112 TIMES RADOME MATERIAL FIBERGLASS, UV RESISTANT TAG OF THE NOTED SCALE RADOME COLOR LIGHT GRAY #1 SITE NUMBER: DIMENSIONS, HxWxD 46 0"x11 8"x7 9" L113882D WEIGHT, W/ PRE-MOUNTED BRACKETS 48 LBS TAG SITE NAME: CONNECTOR 7-16 DIN FEMALE o #2 ORIENTAT&TTOWER 40200 MAIN ROAD C� ORIENT,NY 11957 LJ METALLIC TAG NOTES 7 9„ SHEET TITLE 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 3 ANTENNA DETAIL 4 METALLIC TAG DETAIL C-3 NOT TO SCALE — NOT TO SCALE CABINET WEIGHT (WITHOUT BATTERIES) 330 KG [728 LBS] PSI 013 MOUNT PER NOTE: V CABINET COLOR AS MANUFACTURED. GREY, RAL7035 GLOSSY MANUFACTURERS FOR MORE INFORMATION PERTAINING TO THE SPECIFICATIONS T�s50WGFsuN sE NHI� CABINET CLEARANCES TOWER STRUCTURE, REFER TO PASSING GaEATR Ea wI'm FRONT 700mm [�28"] "STRUCTURAL ANALYSIS REPORT,' O COMPLETED BY INFINIGY, DATED 08/01/18. SIDES 100mm �O [^4"] vV STRUCTURAL NOTES REAR 200mm [-8"] 1300 [5118-j 1 SPECIFICATIONS / CODES a F -CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE ACI CODE -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 9tH EDITION " m PROPOSED T-MOBILE EQUIPMENT TO BE INSTALLED, -WELDING SHALL BE PERFORMED IN ACCORDANCE Z z Z=a d� - (TYP. PER SECTOR, (3)SECTORS TOTAL): _ WITH AMERICAN WELDING SOCIETY (AWS) 01.1-92 3:_ $ . (1)RFS APXWWWI2X-C-NA20 "STRUCTURAL WELDING" CODE-STEEL o a 0 (2) AIMAS -REINFORCING STEEL SHALL BE PLACED IN Z (6) 7/8-COAX CABLES ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE" 2 MATERIALS -CONCRETE: fc' - 3000psI (MIN. U.N.O.) SUBMITTALS o -REINFORCING STEEL ASTM A615, GRADE 60 DATEe D`SRCrPTION Rena ION mp� IT -WIRE MESH ASTM A185 12/as/18 -m m Pum. T -STRUCTURAL STEEL ASTM A36 72/13/78 -M M PEaMO 2 o GAMMA SE TOR- -ELECTRODES FOR WELDING E 70xx w/u/I8 FaEvam FFR PEmR a AZ - -GALVANIZING ASTM A153 (BOLTS) OR ASTM A123 07/o2/1e atnsm PD PMR (SHAPES, PLATES) -EXPANSION BOLTS HILTI KWIK BOLT II, STAINLESS STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED EQUAL. EXISTING STEALTH MONOPOLE TOWER DEPT DATE AWD RDRSIONS RFE RF MAN to 20MNG on N tn CON SITE AD. PROJECT NO. 544-002 DRAV INZA., BMM lvqE!miERICSSON RBS 6102 2 PROPOSED ANTENNA ORIENTATION PLAN B MPS /� 3 NOTES -- NOT TO SCALE - NOT TO SCALE S HN ✓ -- NOT TO SCALE - NORTH ERICSSON MODELJ. RRUS 11 NOTE: LED SPOTLIGHT (DARK SKY '�� Un POLE HEIGHT SHALL BE NO GREATER THAN FOUR COMPLIANT FLOOD LIGHT OR COLOR GRAY TIMES THE DISTANCE TO THE PROPERTY LINE AND APPROVED EQUAL) PIPE CAP 10 02 MAXIMUM LUMEN LEVELS PERMITTED FOR DIFFERENT �F DIMENSIONS, HxWxD 19 7"x17"x7 2" FIXTURE HEIGHTS ARE AS FOLLOWS: -.O 62 4z: (500 x 431 x 1B2 mm) • 6' 500-1000 LUMENS • 8' 600-1600 LUMENS WEIGHT 50 71 LBS (23 kg) 10' 1000-2000 LUMENS: UMENS 12' 1600-2400 LUMENS MANUFACTURER'S CABLE SU OTHER CABLE SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE FE SEAL RRUS-11 16' 2400-6000 LUMENS METALLIC CABLE TERMINATION FITTING THIS DOCUMENT IS THE CREATION, PROPOSED SITE EQUIPMENT LIGHTS TO DESIGN,PROPERTY AND COPYRIGHTED 3" STD STEEL POST BE COMPLIANT WITH DARK SKY LAW AND LOCAL MUNICIPAL ORDINANCES WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED MOUNT PER MANUFACTURERS WEATHER PROOF 60 MIN NOTE IF DRAWINGS ARE 22"x34°,USE SPECIFICATIONS ROTARY TIMER LIGHT SWITCH _ GRAPHICAL SCALE AND/OR 112 TIMES `I OF THE NOTED SCALE 3/4" RGS CONDUIT FOR (3) oo SITE NUMBER: TOP $12 AWG ELECTRICAL RUN L113882D SITE NAME: ® 2 AWG BARE SOLID TINNED \ \ cV 9 ORIENT AT&T TOWER COPPER WIRE TO GROUND RING i i1-1/2" 40200 MAIN ROAD o N I ORIENT,NY 11957 EXOTHERMIC WELD TYP ° ® 3/16" SHEET TITLE C3" STD SC 40 TO NEW PPC CABINET ° 3" S STEEL POST EQUIPMENT (4) 1/2" THRU BOLT SPECIFICATIONS SECTION A SHEET NUMBER FRONT SIDE 4 RRUS-11 DETAIL 5 SITE LIGHT DETAIL C•4 NOT TO SCALE NOT TO SCALE #2 AWG BCW (TYP.) ❑ ❑ ❑ ❑SVlI®L na❑ 24" GRIP SPAN ICE BRIDGE KIT / r-ORN�RORRRrasr us WITH Z-BRACKET TRAPEZE BYA" j SITE PRO 1, INC (P/N 1824D/B) CABLE HANGER BRACKET (SUPPLIED WITH KIT) / ADD 1" SCH 80 OR LIQUID TIGHT / ^ t N 8,m (AG) CONDUIT LOADED W/ CAT5 V g N ANTENNA CABLES ALARM CABLE z z m S CADWELD (TYP) x CE BRIDGE SUPPORT DC DIESEL GENERATOR ma`-o` o POST(SUPPLIED WITH KIT, 7 CONTRACTOR TO VERIFY DC L �^ HEIGHT REQUIRED PRIOR ' TO ORDERING) Z I INSTALL 9-112" SCH 80 OR LIQUID EXISTING T-MOBILE g ! #3 TIES ® 18" O.0 TIGHT (AG) CONDUIT W/ (2) 4/0 DATE SUBMITTALS RensioN 1 - _ TELCOFLEX CABLE EQUIPMENT BTS CABINET io o j 3" MIN COVER (TYP.) EXISTING GROUND RING OR w/+vle IOR pERun O IR/Os/II REAM PER Plm. I i EXISTING GROUND BAR 12/13/I8 Rmsm PEI PERYrt z I (GC TO FIELD VERIFY LOCATION)-- EXISTING T-MOBILE PPC w/n/1I RENSED PER PERMIT j (4) #4 EQ SPACED ----- ---------- ------------------ 07/Vt/19 RENStD PER PERMIT 1 i CONCRETE PIER GROUND RING I1'-6" ! EXOTHERMIC GROUND CONNECTION TO MECHANICAL GROUND CONNECTION _°_°j TO GENERATOR GROUND EXISTING GROUND RING OR 2" SCH 80 OR LIQUID TIGHT MECHANICAL GROUND CONNECTION TO CONDUIT(AG) CONDUIT NOTES EXISTING GROUND BAR (FOR FUTURE POWER) 1 USE SITE PRO PARTS OR APPROVED EQUIVALENT. 1" SCH 80 OR LIQUID TIGHT DEFT RFE DATE apPO REvaoNs 2 SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES CONDUIT (AG) CONDUIT RFW OF ICE BRIDGE SPACED NO MORE THAN 6'-0" NO EXOTHERMIC WELD ON ROOFTOPS (FOR SIGNALING) ZONING ops 3 ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE C SCH 80 OR LIQUID TIGHT WG�Esm CONDUIT (AG) CONDUIT Ar SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST GROUNDING SYMBOLS (FOR GENERATOR BRANCH CIRCUITS) PROJECT NO. 544-002 DRAW BMM ICE BRIDGE DETAIL ■ COMPRESSION TYPE CONNECTION 2 ONE LINE DIAGRAM gw,5eAqsyn P Ps -- NOT TO SCALE • EXOTHERMIC WELD TYPE CONNECTION -- NOT TO SCALE C> ,O A NN NOTEGATE OPENING VARIES CONTRACTOR TO MATCH EXISTING PRIVACY SLATS TO BE INSTALLED IN ALL LIGHTING ASSOCIATED WITH THIS CO-LOCATION 3'-0" (MIN) (10'-O" MAX) CHAIN LINK FENCE SIZE AND TYPE. PROPOSED CHAIN UNK TO MATCH. SHALL BE USED ONLY DURING MAINTENANCE, AND BE TURNED OFF AT ALL OTHER TIMES ' 2. ALL FEEDLINES/CABLES SHALL BE INSTALLED INSIDE ����� � 1-1/4" GATE FRAME ffill -1/4" TOP RAIL THE MONOPOLE STRUCTURE. D)10 �<V� LI I I III 1� IIII 3. ALL PORTS SHALL REMAIN SUFFICIENTLY SEALED TO Q 96 G\ 2"x2" - 1 GA. 2-1/2" GATE POST 2-1/2" CORNER POST, 2" 4. THEPREVFACLJTY SHALL REMAIN SECUREDT ACCESS 13Y BIRDS AND ER DLDLJFE Al- Z FENCE FABRIC I I I �I I�M I N I FOR INTERMEDIATE POSTS F II LIIIIII HEAVY-DUTY GALV. PROTECTED FROM UNAUTHORIZED PERSONNEL AL � BRAIDED COPPER o w LOCKABLE, SINGLE GATE ' GROUND STRAP LATCH THIS DOCUMENT IS THE CREATION, (SEE GROUNDING SPECS) 1 1 1 1 1 ly I I I AI I I I I I DESIGN,PROPERTY AND COPYRIGHTED +�< 3II1 DIAM TRUSS ROD WITH 3/16" x 3/4" STRETCHER 1/I I CROWN I TURNBUCKLE AT GATE•ONLY BAR AT CORNER AND TOP BRACE RAIL WORK OFT-MOBILE ANY DUPLICATION o FOR DRAINAGE Il I I I j� I I I�I I I GATE POSTS CONSENT OR USE IISSTRICTLY PROHIBI EDTHOUT EXPRESS N NII INI I`II Il � #7 GA TENSION WIRE, CONTINUOUS STRETCHER BAR NOTE IF DRAWINGS ARE 22'x34°,USE P GRAPHICAL SCALE AND/OR 1/2 TIMES OF THE NOTED SCALE _ TuT1=IT=�T- DIAGONAL ROD w/ I -"' - r 11-I I-1 I I I STEEL TURNBUCKLE SITE NUMBER: ' LEDGEI-1� L113882D o BOTTOM SITE NAME: 9 N - ORIENT AT&T TOWER > TENSION WIRE 7 e 40200 ORIENMA�117 ROSD e LIQ FINISH GRADE _ - �--- ----------------------------- ALTERNATE FOOTING IN �—I �//`�' ��\/�� „�\\'�� '� SHEET TITLE LEDGE`(SEE NOTE 1) NO GAP BETWEEN / //K EQUIPMENT GRADE AND BOTTOM OF 1" GAP BETWEEN FINISH \ FINISH GRADE AND / / 2" MAX CLEARANCE FROM FENCE FABRIC SPECIFICATIONS GATE i. \ FENCE TO GRADE n(FACIUTY12V LED SPOTLIGHT SHALL REMAIN SECURED AND 12" DIAM CONCRETE FOOTING IN SOIL FOR NOTE: WAC LIGHTING PART#WAC159519 CTED FROM UNAUTHORIZED PERSONNEL) GATE AND CORNER POSTS 10" DIAM FOR SIZE- 5.25'x4'x2.31' SHEET NUMBER INTERMEDIATE POSTS CONTRACTOR TO MATCH EXISTING COLOR TEMP: 2700K NOTE: CHAIN LINK FENCE SIZE AND TYPE PRIVACY SLATS TO BE INSTALLED 3 4' SWING GATE 4- CHAIN LINK FENCE DETAIL 5 LED SPOTLIGHT DETAIL C-5 IN PROPOSED CHAIN LINK scALE NOT TO SCALE N.TS -- NOT TO SCALE -- bid NOTE - LLC 350D SUNFISENI A FINAL TERMINATION PER GRI"TRI-N NY— LOCAL FUEL PROVIDER MATCH EXISTING WARNING TAPE v m N WITH TRACE WIRE FINISH GRADE N$$ EXISTING Z m FINISH GRADE COMPACT NATIVE BACKFILL z u` (90% COMPACTION) g 120° m< ° 7 0 co 180° WIND f f WIND � \\/\ \� /\\�\ SUBMITTALS �\�\/j UNDISTURBED FOR TREES ON 4 1 OR STEEPER DATE DESCRIPTION REVISION NATIVE SOIL FOR PERMIT oe/+v+e o WIND f f WIND SLOPES, PLACE 2 GUYS UPSLOPE, z/Os/+e R m Pm PlA . I COMPACTED SAND ONE DOWNSLOPE, OTHERWISE 12/+3/1e RMED Pm I'ma 2 PLACE FOR PREVAILING WIND w/2s/,s R m PCR PM7 a COVER (1 z" MIN) GUYING PATTERN -,/D2/+s RMm P PERwrt NEW 3PG PE GUYING PATTERN FLEX LPG PIPING—/ 18" (MIN) OMPACTED SAND FOR DECIDUOUS TREE BEDDING (6" MIN) PLANTING FOR EVERGREEN TREE NOTE, PLANTING BEDDING TO BE COMPACTED, PROVIDE CONTINOUS BEARING, EVERGREEN TREE AND FREE OF ROCKS AND DEBRIS DEPT DATE PPP D REVISIONS DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED In v WOOD DO NOT PRUNE RP Im FLUSH TO BRANCH LEAVE ZONING on SLIGHT STUB mNSR STE AC �� / \LP GAS PE PIPE TRENCH STANDARD WATERPROOF TREE WRAP 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 F W/ METAL GROMMETS + a FLEX—PIPE BARK PROTECTOR NN All 12 GA GALV STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, 1 L ,)3 DO NOT PULL TAUT + o REMOVE ENTIRE WIRE BASKET AND C) o BURLAP FROM TOP 1/,VF ROOTBALL Z I l e AND ANY TWINE OR WIRE. �20 6' LONG STAKES, 2" x 2" OR 2 1/2" �2 WHITE PVC AROUND WIRE TO MARKn`a (V DIAM WOOD, OR STEEL T—POSTS, sd `� AND PREVENT PEOPLE FROM X TWO PER TREE (DECIDUOUS TREES) 1 TRIPPING OVER WIRE QF�0 96 �T SPECIFIED BACKFILL 4" DEPTH WOOD CHIP MULCH F 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 PER TREE (EVERGREEN TREES) CONSENT IS STRICTLY PROHIBITED NOTE.IF DRAWINGS ARE 22"x34,USE GRAPHICAL SCALE AND/OR 112 TIMES //\ /�j // OF THE NOTED SCALE `1 SITE NUMBER: 12" 6" I M N.11/2 ROOTBALL 11/2 LI13882D ROOTBALL ROOTBALL SITE NAME: ORIENT AT&T TOWER REMOVE BURLAP FROM TOP HALF OF BALL DIA. DIA. PLANTING SOIL-3 PARTS TOPSOIL DECIDUOUS AND EVERGREEN ORIED NT,NYR05 1 PART PEATMOSS BY VOLUME TREE PLANTING AND GUYING DETAIL (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER SHEET TITLE AND CONIFEROUS TREES OVER 4' HT.) NOT TO SCALE APU SCHEMATIC & DETAILS 3- TREE STAKING AND GUYING DETAIL SHEET NUMBER 2 TYPICAL SHRUB PLANTING DETAIL — NOT To SCALE SCALE AS NOTED C-6 NOTE ❑ ❑mo W nUe❑ SIGNS MOUNTED ON GENERATOR ENCLOSURE/DOOR (AS Ttl1OIEENORiNEf3 C 5 SUNRISE HIGHWAY APPLICABLE) GREAT RNER N 1,]9 1 DANGER - FLAMMABLE - NO MATCHES OR OPEN LIGHTS 2 DANGER - THIS EQUIPMENT STARTS AUTOMATICALLY 82.67" 3 WARNING - EYE AND EAR PROTECTION REQUIRED 4 SAFETY- FUELING COMPANY. CHECK FUEL LINES PRIOR TO DEPARTURE TO PREVENT SPILLS 5 NOTICE - FUELING COMPANY: TANK SHOULD NEVER EXCEED 90%FULL v N N$ 6 NOTICE - FUELING COMPANY REFUELING A RUNNING d y GENERATOR MUST BE DONE AT 50% OF NORMAL FILL z m io RATE - 7 NFPA DIAMOND FOR "DIESEL" (OR OTHER FUEL AS 3 n g APPROPRIATE) �„L o a 0 u 8 NFPA DIAMOND FOR "BATTERIES" 3' WORKING CLEARANCE AT ACCESS POINT n NOTE SIGNS MOUNTED ON SWITCH, CONTROL, LAN OR TELCO DOORS (AS APPLICABLE) SUBMITTALS 1 NOTICE - AUTHORIZED PERSONNEL ONLY DnpRI DE IT REVISION 2 CAUTION - ROOM PROTECTED BY CLEAN AGENT FIRE 12/,5/,8 FOR OR PEWIT 12/15/12 I REv6m PER PUTi1RY EXTINGUISHING SYSTEM - DO NOT ENTER AREA DURING ,2/13/12 R m PER PERNR 2 OR AFTER DISCHARGE (OR SIMILAR MESSAGE FROM w/2s/I2 R-0,PER 1,- D GASEOUS FIRE SUPPRESSION VENDOR) 07/02/1e I—m PCR Powe 4 3 NFPA DIAMOND FOR "BATTERIES" (ONE SHOULD ALSO BE z PLACED AT FACILITY'S FRONT DOOR) ¢o wa U N O U z U Y Y¢ O F-- DEPT DOTE APP'D REVISIONS 3¢ RCE V RF MN ZONING OPS mN57R 9fE AC PROJECT NO 544.002 DRAWN BY BMM CHECKED MPS NF 5 � • STS, ACCESS POINT FOR ACCESS POINT FOR ACCESS POINT FOR ALTERNATOR ENGINE GENERATOR CONTROLLER BATTERY OIL FILTER WEB CONTROLLER 1' ` AIR FILTER 0 0 RADIATOR GEOTAB MODULE 0 MUFFLER SET RECTIFIERSPDU 0 0 FUEL BLOEVEL 0 A�Q� -7096 OIL PRESSUREA}pAl COOLANT TEMPmm VV7ivv ENGINE SPEED T IS THE CREATION, w DESIGN,PROPERTY IS NAND COPYRIGHTED o WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED N CD (] 0 0 NOTE*IF DRAWINGS ARE 22'x34',USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE. rn 220 GALLON FUEL TANK SITE NUMBER: LI 13882D 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: 2910LBs (W/O FUEL) DETAILS UL RATING: UL2200/UL142 ACOUSTIC RATING: <75dBA ® 23' Tl GENERATOR DETAIL SHEET NUMBER C7 NOT TO SCALE CN7 CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: °I°1 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE Mabfle© Q T—MOBILE 6102 EQUIPMENT CABINET CIGBE COAX ISOLATED GROUND BAR EXTERNAL RECEPTACLE ,-0eoo,�xoRExEur ue uoo SUNRISE NwNwAv Q SST SELF SUPPORTING TOWER LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND BURIED POWER CODNUIT GREAT RNER,NYIITB PROPOSED T—MOBILE PPC CABINET GPS GLOBAL POSITIONING SYSTEM ~~~~ 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 3QFOR 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 BFG BELOW FINISH GRADE INDICATES CODED NUMBER RIGID ABOVE GRADE PROVIDE 36" SEPARATION BETWEEN L N d 4 NEW FIBER SERVICE — PROVIDE (1) 2" PVC CONDUIT FROM EXISTING I rn�s 4� FIBER DEMARC TO PROPOSED PPC CABINET (PENDING COORDINATION W/ WITH UNDERGROUND POWER AND TELEPHONE CONDUITS SUPPLY WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDE SAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG Z2 c CAB CABINETit ENTIRE LENGTH OF UNDERGROUND CONDUITS L PROVIDE (2) 2" PVC CONDUITS FROM PROPOSED 200AMP PANEL TO C CONDUIT UTILITY POLE 3 L CONDUCTORS LATION CONTROL SHALL BE CONDUCTORS S EED, COPPER WITH HN/THW oa�LL 5Q PROPOSED CABINET FOR POWER AND TELCO CONTRACTOR TO VERIFY ASS STAINLESS STEEL POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR 10 7 CONDUIT AND WIRE SIZE 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 5 LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING DATE I DESCRIPTION REVISION NEW POWER SERVICE — PROVIDE 200A SERVICE FROM NEW METER TO IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND o11/14/18 FDR PERYR o 7Q T—MOBILE 200AMP PANEL (1) 2°SCH 40 PVC CONDUIT WITH (3) ENGINEER IMMEDIATELY +=/as/,e REV6m PER PUTNRY , 3/0 & (1) #2 GND CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE 12/13/19 REwsm PER PDRYR 2 6 ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF m/m/19 RE Sm PER PDRYR QPROPOSED APU (GENERATOR) CAPS NOT DUCT TAPE o AV19 RCASm PIER PERYR 4 7 PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE PROPOSED 1" LIQUID TIGHT CONDUIT W/CAT5 ALARM CABLE & NEW AND POWER CONDUIT 2" LIQUID TIGHT CONDUIT W/2/0 TELCOFLEX CABLE PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 1D PROPOSED (18) COAX CABLES ROUTED FROM PROPOSED 6102 T ,\ UTILITY REQUIREMENTS CABINET TO PROPOSED PANEL ANTENNAS 1 ' DEPT DATE APP RYISIDNS RFE ZMNG 2 � 1 ops 1 i WNSM C i 61 4 i sRE ac \ I j PROJECT NO: 544-002 DRAWN BY BMM l I O 1 1 f - 1 l 1 1 _ U i s i IF 1 II 1 1 ,_, THIS DOCUMENT IS THE CREATION, E-------- i DESIGN,PROPERTY AND COPYRIGHTED 1 WORK OF T-MOBILE.ANY DUPLICATION /) \` L_______� I 1 OR USE WITHOUT EXPRESS WRITTEN i CONSENT IS STRICTLY PROHIBITED � I 1 y li E 1 NOTE IF DRAWINGS ARE 22k34',USE 1 GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SfiE NUMBER: 1-,�A- ,11 1� _>- i L113882D f' SITE NAME: - �� 1 ORIENT AT&T TOWER i! ti I 40200 MAIN ROAD 7ORIENT,NY 11957 SHEEP TRLE i� ELECTRICAL SITE PLAN SHEEP NUMBER �ELECTRICAL SITE PLAN NORTH -- SCALE NOT TO SCALE E-1 0215 13 -mobile. TflGDILfi NGRTNEIIIIT lLC GROUND CONNECTOR - UL ]500 SUN-HIGHWAY GREATRNER,NY 11TJ9 LISTED SEE NOTE 2 BELOW NOTE (SIZE AS REQ. FOR CONDUfT) RIGID STEEL CONDOR CONTRACTOR TO WALL MOUNT THE PPC CABINET WITH 1-j" COUPLING GENERATOR RECEPTACLE (TO DEEP HORIZONTAL UNISTRUT(TYP OF 2 MIN) ANCHORED p � BE REMOVED FROM PPC AND TO WALL WITH MINIMUM (4) )z' 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 r SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ, CAUTION ELECTRIC LINE 7o GRADE TBURIED BELOW --_----- ---- --- __ -- MATCH EXISTING GRADE n $o PV E AS ` SCHEDULE 40 O ON LAYOUTS FRONT AC Z d c u / I II❑I , ENCLOSURE I 1 1 1 IIIIIIII IIIIIIII Z FRONT TELCO c GENCLOSURE ---------- -III PRIMARY BREAKER III-I RIGID STEEL CONDUIT III ASSEMBLY II�I ❑I II COMPACTED SUBMITTALSTRIGID STEEL TO AC POWER TELCO BACKFILL 14/ D RE5 10N PVC ADAPTER ENCLOSURE ENCLOSURE o/ 18 FOR P-17 NOTE 2 12/GS/,a ROASm Pm PIAG / /1e w Pm ] TELCO CONDUIT mf 3 NOTES ; 2" PVC w/m/Is Vw Pm Pmq � I I 5-1/4" 5-1/4" POWER CONDUIT 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL OoOoOoo 2 ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN C--------�-------- 6-3/4" ACCORDANCE WITH ASTM A123 G90 AFTER FABRICATION. SIDE VIEW 3. FIELD ABRASIONS SHALL BE TOUCH UP PAINTED WITH ZINC RICH FRONT VIEW v I GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780 NOTE NOTES NUMBER AND SIZE OF CONDUITS MAY VARY SEE DWG El FOR Deer DATE APP RMSIONS 4..ALL EXPOSED ENDS OF CONDUITS SHALL HAVE WEATHER1. METER SOCKET BY THIS CONTRACT, METER TO BE SUPPLIED BY LOCAL UTILITY COMPANY. CONDUIT SIZE AND LOCATION CONFIRM DIMENSIONS SHOWN �e PROOF CAPS. DO NOT USE DUCT TAPE. WITH UTILITY COMPANY "p NG 2. AC POWER ENCLOSURE. 200 AMP, 208/120V, 3m, 3W W/ GROUND. 200A/2P MAIN CIRCUIT BREAKER. xwnNG 5. PROVIDE 2001-B. TEST PULL WIRES IN EACH TELEPHONE AND 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. ops CGNSTR 4. ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0" FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL UTILITY COMPANIES AND AHJ. srzE 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. DRAW BMM MPS ,4MUNDERGROUND CONDUIT STUB-UP 2 PPC DETAIL /-3- CONDUIT TRENCH DETAIL Q� N S. -- SCALE NOT TO SCALE -- NOT TO SCALE -- SCALE. NOT TO SCALE L CONTRACTOR NOTE- O2 o .a ': CONTRACTOR TO VERIFY THAT THE CONDUITS 41 AND WIRE SIZES ARE ADEQUATE FOR THE PROPOSE LOADING IN ACCORDANCE WITH NEC AND INCLUDE ELECTRICAL UPGRADES IN THE .o 1096 TO EXISTING SERVICE SCOPE OF WORK AS REQUIRED P� 20OA-2P AL (3) #4 & (1) #8G PROPOSED ELECTRIC METER O IN 1-1/4" CONDUIT THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN PROPOSED MAIN BREAKER CONSENT IS STRICTLY PROHIBITED NOTE IF DRAWINGS ARE 22"x34',USE BOA-2P PROPOSED GRAPHICAL SCALE AND/OR 112 TIMES MANUAL TRANSFER SWITCH OFTHENOTEDSCALE 6102 SITE NUMBER: CABINET 11-113882D GENERATOR RECEPTACLE SITE NAME- ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 PROPOSED 200A PANEL - -------------—---------------------------------- - SHEET TITLE SERVICE GROUND PER NEC PROPOSED 8OA-2P BREAKER, ELECTRICAL SEE CONTRACTOR NOTE 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. cl Elalmle TaM 0SUNORIIIEAST LLC 0500 SUNRISE HIGHWAY ^^GREAT RNER,NY 11Tl9 I � y m d ZjN J.�N Q IL O Z SUBMITTALS DATE DESCRIPTION REVISION OB/14/10 FOR PERMR 0 12/05/18 REVISED PER PIAR➢RM 1 12/13/18 REVISED PER PERMR 2 04/25/19 R—ED PER PD2MR 3 07/02/19 REVISm PER PERMR 4 DEPT DATE APP D REVSIONS RFE RF INN ZONING OPS CDNSTR SRE AC PROJECT NO 544-002 DRAWN BY- BMM CHECKED MPS ,1 CONTRACTOR TO VERIFY LATEST PLUMBING / DIAGRAM WITH FINAL T-MOBILE RFDSml 20 .o -1096 THIS DOCUMENT 15 THE CREATION, 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 GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SITE NUMBER: L113882D SITE NAME ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TrIlE COAX/FIBER PLUMBING DIAGRAM SHEET NUMBER 1 COAX/FIBER PLUMBING DIAGRAM E-3 NOT TO SCALE CODED DRAWING NOTES GROUNDING SYMBOLS o o ®lbfleo PROPOSED T-MOBILE EQUIPMENT CABINETS TO •reoolEB NoarAum°Ee ( ) 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING ® GROUND ROD ]soosGNwsEHicawAY BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS TYP GREAT aniPx Ervffza PROPOSED 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 ■ COMPRESSION TYPE CONNECTION Y-s QPROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER (TYP.) • EXOTHERMIC WELD TYPE CONNECTION n'q$g Q —G — #2/0 BTS COPPER CONDUCTOR z z m m 5 BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR BURIED GROUND CABLE BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING ® INDICATES CODED NOTE � a o X. 6 WITH PROPOSED #2/0 SOLID TINNED BCW (TYP OF (2) PLACES) - c �j BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING WITH #2/0 SOLID TINNED BCW (TYP) 2 3 QSUBMITTALS g BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING Ci-3 G-3 WITH #2/0 SOLID TINNED BCW(TYP OF (2) PLACES) DATE DESCRIPTION RENSION 12 B 1 oe/u/IB roa Pwllrt o REVISm PEA I]/GS/18 a BOND PROPOSED GROUND RING TO COMPOUND GROUND m PEA PT I PA I]/1]/1B PETU1rt ] SYSTEM WITH #2/0 SOLID TINNED BCW (TYP. OF(2) PLACES) - /u/19 RE pm rEwm ] O)/04/19 AMSm PEA PERYR BOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING 10 WITH #2/0 SOLID TINNED BCW AS REQUIRED 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 I ' �" C J 1 DEPT MTE APP RMSIONS 13 NOT USED ='` 16 RFE RE ON 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS ! j 1 7 zoawc I 1 ops CONSTA GENERAL GROUNDING NOTES: 5 ' ! ' j SDE AG J PROJECT NO- 544-002 V_- DRAWN BY 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS BMM o °° ° I I' — — — — — j CHEC MPS - #2/0 BARE TINNED SOLID COPPER CONDUCTOR EXOTHERMIC WELD 4 0Lj TO RODS OR GROUND RING - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE). SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED) PROVIDE LOCK WASHERS FOR ALL MECHANICAL f - CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL J -- r HARDWARE THROUGHOUT 2 ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN J 15 3/4° PVC CONDUIT SEAL AROUND CONDUIT THROUGH WALLS NO s, METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS ua? OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND �_ i t CONDUCT MEGGER TEST PRIOR TO BURIAL MAXIMUM 5 OHMS 69 RESISTANCE IS REQUIRED 9 9 4 DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA THIS DOCUMENT IS THE CREATION, DESIGN'PROPERTY AND COPYRIGHTED 5 MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. WORK OFT-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 AN7ENNAS&PIPE MOUNTS 6 ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, TO SECTOR GROUND BAR PER NOTE IF DRAWINGS ARE 22"04',USE EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE MANUFACTURERS SPECInCA77ONS NOTEGRAPI DRAWIAL NGS 04',112 USE MES 7 BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS DO NOT (TYP. OF EACH SECTOR) OF THE NOTED SCALE EXOTHERMICALLY WELD TO CONDUITS " GROUNDING SITE PLAN SITE NUMBER: 8 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN NORTH -- SCALE NOT TO SCALE L113882D THE GROUNDING SYSTEM IS COMPLETE THE CONSTRUCTION MANAGER SITE NAME: SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING ORIENT AT&T TOWER 9 THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0° MAX PROPOSED SECTOR GROUND 40200 MAIN ROAD 15'-0") BAR(TYP. OF EACH SECTOR) ORIENT,NY 11957 10 BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, SHEET TITLE TINNED, SOLID COPPER CONDUCTOR IN PVC CONNECT BAR END WITH 2 BOND TMAS TO SECTOR GROUND BAR HOLE LUG, AND °CADWELD" THE OTHER END TO THE EXTERNAL GROUND PER MANUFACTURERS SPECIRCA77ONS GROUNDING & ROD (TYP OF EACH SECTOR) 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 G-1 250-30 2 S/S NUT � ��J ° 4 HEAT SHRINK �- . ©d,� chfole (CLEAR) 3/4 S/S BELLEVILLE E�aos1E�NDRnlFasr uc 0 7/16" 0 0 0 WASHER-----\ 1" i"RNEP.NY 2° ° o u 0 DO MIN 1/8` 1/40 3 ®O 0 o I o 0 ° ° 0 o MIN O 3 0 0 1 S/S FLAT WASHER ABE a o t N o 4 LEGEND N_--9� COPPER BUSS 2 z m m 1 TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON INSTRUMENT CO, HARGER TG8114420M, OR 2 a;� EQUIVALENT HOLE CENTERS TO MATCH S/S FLAT WASHER 19 2. NTA DOUBLE LUG CONFIGURATION NO NOT m¢O LL 3 INSULATORS, NEWTON INSTRUMENT CO. CAT NO 3061-4 OR HARGER EQUIVALENT S/S BOLT (1 OF 2) DISCONNECT LL o 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO CAT NO 3015-8 OR EQUIVALENT 7 5 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO CAT NO A-6056 OR HARGER EQUIVALENT N0� L 6 5/8-11"x1" H H C S BOLTS, NEWTON INSTRUMENT CO CAT NO 3012-1 OR HARGER EQUIVALENT ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE NOTE TREATED WITH T&B KOPR-SHIELD CP8 ANTI-OXIDATION "DO NOT DISCONNECT" 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6 12", 18", ETC GROUND BARS. COMPOUND TAG ON ALL GROUND BAR SUBMITTALS 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO CAT NO 2106060010 OR AS INTERCONNECTS DATE I DESCRIPTION REMiSION HARGER TGBI14420M 09/14/18 FDR pmRR o 12/05/18 RI-D Pm PIATFDW I 12/1]/18 REVISED Pm POW 2 /MGROUND BAR 4 EQUIPMENT GROUND CONNECTION d/29/19 REVISED Pm PERYR SCALE NOT TO SCALE SCALE NOT TO SCALE 07/02/19 REV SED Pm PERNR 4 NP TIN COATED - SOLIDS/S FLAT WASHER (TYP) PQM ZEN '� JUMPREQUIRED EQ IREDR ONLY WHEN COPPER BUSS BAR 7/8-0 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP) SOLID COPPER LUG (TYP) NOTE' MINIMUM OF WEATHERPROOFING DEPT DATE WD REVISIONS 3 THREADS TO BE KIT, ANDREW #221213 RFE RF YN VISIBLE (TYP) (NP) 2oNINc ops CONSTR SNE AC STANDARD ANDREW GROUND KIT (TYP.). SEE NOTE PROJECT NO. 544-002 S/S FLAT WASHER (TYP 1 DRAWN BY BMM CHEPA MPS ANTENNA CABLE (TYP.) s NN S S/S NUT (TYP) S/S SPLIT WASHER (TYP) NOTE- DO NOT INSTALL CABLE GROUND #6 AWG KIT AT A BEND ALWAYS DIRECT �O G GROUND WIRE DOWN TO CIGBE CHERRY INSULATOR INSTALLED IF REQUIRED NOTE GROUND BAR E SDR (CONTRACTOR 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS SUPPLIED) ,Q 1096 2) COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING. #2/0 AWG GREEN INSULATED F IR 3) APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS TO GROUND BAR AS PRIOR TO MATING AND BOLTING APPROPRIATE 2 GROUND LUG 5 CONNECTION OF GROUND WIRES TO GROUNDING BARS @ ANTENNAS THIS DOCUMENT ISHECREA DESIGN,PROPERTY ANND COPYRIGHTED SCALE NOT TO SCALE SCALE NOT TO SCALE WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED #6 AWG FROM ANTENNA CABLE GROUND KIT NOTE IF DRAWINGS ARE AND/OR x2TIUSE EQUIPMENT 12 APPROX. GRAPHICAL SCALE TIMES 2�� 6° OF THE NOTED SCALE 2 1/2" 0 MAX SITE NUMBER: GROUND BAR TO BE ANTENNA L113882D MOUNTED ON WALL OR CABLE ---- — - --ON ANTENNA TOWER SITE NAME: I ORIENT AT&T TOWER CABLEWAVT I L CABLE GROUND KIT 40200 PBE O OO WEATHERPKIT ORIENT, MNYROSD OO O O OO - OO oO #2 AWG STRAOPPER GROUND O WIRE (GROUNGROUND BAR) SHEET TITLE (STANDARD CALEE GROUNDING KIT) TINNED, SOLID COPPER BUSS BAR, HARGER GROUNDING TGB114420M GROUND LUG, TO TO ANTENNA CABLE BAR OR EQUIVALENT DETAILS TO CONNECTD SYSTEMNOTE 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 3 ANTENNA GROUND BAR g CABLE GROUND KIT CONNECTION G-2 SCALE NOT TO SCALE - SCALE NOT TO SCALE T GRI--j— TYPE RI—NpAPRFLLC 2500 GUNRIGE HIGHWAY �GREA�T RNER NYj1Yl9 TYPE VS TYPE TA TYPE Hs TYPE SS TYPE Fr V xo NOTE,DOW CAMW'WW TYPES'SHOWN HERE ARE DLWpaCONSULT VWECN q TIi PROJT IA4NAGER FOR SPCCffIC MOLDS TD BE I15FD Fbfl TNJS PRO.EELf. C 0 p x TYPE 2-YA-2 - - 3— o ULmao� ?Ik4 Z o Tym Cf IYPE NS TYPE X11 TYPE VS TYPE YA-2 SUBMITTALS DATE DESCRIPTION REVISION OR/up. POR PERYR 0 1 EQUIPMENT GROUND CONNECTIONS 4 DETAIL NOT USED 12/Gs/2m 12/1]/18 REYESEO PEA PERIED 2 SCALE NOT TO SCALE SCALE NOT TO SCALE a/23/1" REVIGED PEA PEAYD -- �/O2/1R REVISED PFA PERNrt COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE w '=III=III=III=11 11=III=III=III=III=11'- . oEPr oAiE APP o RLYnsIONs RFE ZZONING 03 rn D(OTHERMIC WELD ops J CONm W m WE 8" DIAMETER SITE Ac La SCHEDULE 40 PVC ROUND RING `�v2/0 AWG BCW PROJECT NO: 544-002 o " " DRAWN BY: BMM 4" OF LOOSE GRAVEL CHEC MPS 1" WIDE SLOT CUT SMOOTH ND GROUND ROD NOTGROUND NOTCH 2" ABOVE CONDUCTOR U 0�1096 2 INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED SCALE NOT TO SCALE — SCALE NOT TO SCALE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED GRADE w NOTE IF DRAWINGS ARE 22X34",USE a Ln GRAPHICAL SCALE AND/OR 112 TIMES 0of OF THE NOTED SCALE o EXOTHERMICWELD ,= SITE NUMBER: L113882D SITE GROUND RING NAME: ORIENT AT&T TOWER 2 0 BTS COPPER C UCTOR 40200 MAIN ROAD (OR MATCH EXISTING ORIENT,NY 11957 CARRIER GROUNDING) SHEEP TITLE GROUND ROD COPPER CLAD STEEL 5/8"0x10'—O" LONG GROUNDING DETAILS SHEET NUMBER 3 GROUND ROD DETAIL s DETAIL NOT USED G-3 SCALE NOT TO SCALE — SCALE NOT TO SCALE ELECTRICAL NOTES: CONFLICTS QUALITY ASSURANCE nlpv . . ®Irn��D WORK INCLUDED CLEANING RACEWAYS COMB 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS 1 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, Tom__ J,�fJ 1 INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PLANT SERVICES 1 REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE L PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE STATE AND FEDERAL REGULATIONS THESE SHALL INCLUDE, BUT OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY r-xae��xomxusruc AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE WORK PASSAGE OF ELECTRICAL RACEWAYS, TO BE PROPERLY MATERIALS OR DOING ANY WORK NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE- 9sao suNwsE R�GRwNr OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY SEE "CODE COMPLIANCE"T-1 -TR RNr— AND SPECIFIED HEREIN, INCLUDING BUT NOT UNITED TO THE 2 CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON ADMINISTRATION 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 1 BEFORE THE COMMENCEMENT OF ANY WORK,THE CONTRACTOR 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 WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE W ILLUSTRATIONS 1 CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS 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. PROJECT THIS PROJECT MANAGER WILL DEVELOP A MASTER 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 C SUBMIT BUILT DRAWINGS, OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE F INSTRUCTIONS 2SUBMIT A BAR TYPE PROGRESS CHARTNOT MORE THAN 3 r`� 4 ,.S 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 y�� D EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE W-0", OR AS REQUIRED BY NEC, IN HORIZONTAL AND 3 NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR 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 EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED 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 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 THE3<E LL x 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 ESTABLISHED m o 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 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 Z FRAMING SUPPORTS,AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANT`!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 UCENSES AND BONDS SUBCONTRACTED) SUBMITTALS 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 FOR 4 CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF DATE DESCRIPTION REVISION THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL, VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, ADDITIONAL DETAILS CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A 08/+4/18 FOR PmNR o TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES, EQUIPMENT AND SYSTEMS PRIOR TO BID BEEPER THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE I2/05/19 RE D Pm PIATFOW I CONNECTIONS AND EQUIPMENT REQUIRED PROVIDE B PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2 ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED Is/T9/TR REVISED Pm PERMIT Z TEMPORARY UGHT 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 5 DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THATCamps REV®vm Pm- 3 PURPOSES 3. ALL WIRE AND CABLE TO BE 600VOLT, COPPER, WITH THWN/ AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL 07/02/I9 REVIsm Pm vmxR 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 TIMES CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY 1 PROVIDE ALL CUTTING, DRILLING, ROUGH AND FINISH PATCHING 4 WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN NO RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER REQUIREMENTS IN THEIR AGREEMENT 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 6 PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE 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 OWNER 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 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 INSURANCE AND BONDS DEK DATE APP•° RmMoNS 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 ave 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 MAINTAIN, FOR THE DURATION OF THE PROJECT,ALL RF WAI CODES FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH (Fr) HOME RUN WIRE SIZE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER ZONING INSURANCE, IT REQUIRED AND LISTED, AND SHALL NOT 2 THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO 12 FOREIGN MATTER. COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN °PS 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 ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES coNSTR THE BUILDING 101 TO 150 NO 8 ADJACENT SURFACES TO THE OWNER REFER TO THE MASTER AGREEMENT FOR SITE ac 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, CLEANUNESS, 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 ALL POLICIES DRAWN BY BMM 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 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 CHECK 'AMPS ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OWNERS 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 ADJ ADJUSTABLE y 4 EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION ADJACENT SURFACES NEW OR RELOCATED EQUIPMENT IS SHOWN WITH SOLD UNES OR BRANCH CIRCUITING SUPPLYING EXISTING FACIUTIES, DISCONNECT SWITCHES AND 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 _ F 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 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 PROFESSIONAL BTS BASE TRANSMISSION STATION 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 SPECIFICATIONS,AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CLG CEILING N Uif MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED RELATED DOCUMENTS AND COORDINATION CONC CONCRETE Lj 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 -�w''r�sl 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 O �\ ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, 2 ROUTE 500 KCMIL CU THHN CONDUCTOR FROM THE MGB 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 EACHING 11 pg6 �\ BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B. SQUARE-D SHOP DRAWINGS ELEC ELECTRICAL SPECIFICATIONS GROUNDING ELECTRODE CONDUCTOR (GEC) 5 PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE 1 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND B VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3 MAKE ALL GROUND CONNECTIONS FROM MGB 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,OCUPROPERTY15 THE MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING OWNER EXISTING PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS 3 FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR EEXT EXTERIOR WORK OF T-MOBILE ANY DUPLICATION 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 FINISHED FLOOR OR USE WITHOUT EXPRESS WRITTEN ESTABUSHED 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 SUBSTMJTION IN CA 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 GALV 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 60A, 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 LONG GRAPHICAL SCALE ARE 2TIMES B WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING AND INCLUDING 60A, USED FOR INITIAL FUSING IN NO CASE COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS LG OFTSCALEANHE NOTED/OR 11 TRADE REQUIRED FOR THE WORK INSTALL MATERIALS AND A EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND,TO WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND 2 SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS MAX MAXIMUM EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 PVC SIZE BE FURNISHED WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, MECH MECHANICAL SITE NUMBER: 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 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 LIEU OF CUT MGB MASTER GROUND BAR INTENT C PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT SHEETS STIE NAME: ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D. INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED 1 THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS MIN MINIMUM ORIENTAT&TTOWER OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY ON THIS PROJECT ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND MTL METAL 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 STEEL ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND ARCHITECTURAL SYMBOLS OC ON CENTER IT SHALL BE DONE THE SAME AS IF SHOWN, AS TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FITTINGS NOT THE OTHER, OPP OPPOSITE SHEEP TITLE EXPLANATION THEREOF G MINIMUM SIZE CONDUIT TO BE%'TRADE SIZE INDICATED OR SPECIFIED IN BOTH STORAGE E PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS 3 THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR (P) PROPOSED SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE THE RIGHT H FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT AND MATERIALS REASONABLY NECESSARY FOR THE PROPER 38 PCS PERSONAL COMMUNICATION SYSTEM 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 PPC POWER PROTECTION CABINET THE CONTRACT DOCUMENT REMAINS SOLELY WITH I CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE CONTRACT THE SQUARE FOOT ELECTRICAL 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 GUARANTEE J THE ROUTING W CONDUITS INDICATED ON THE DRAWINGS IS INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF DETAIL REFERENCE KEY SIM SIMILAR NOTES I GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC BEFORE INSTALUNG 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 DURING THAT PERIOD, MAKE GOOD FAULTS OR IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND 5 MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED TOC TOP OF CONCRETE SHEET NUMBER THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES AND SHALL BE CONSIDERED AS PART OF THE WORK NO DRAWING DETAIL NUMBER- TOM TOP OF MASONRY OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS K ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED CHANGES THAT AMADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A ALTER THE CHARACTER OF THE WORK WILL BE 2 TYP TYPICAL DIRECTED BY ARCHITECT. STEEL COORDINATE WITH BUILDING ENGINEER PRIOR TO CHANGE ORDER RE 2/A-3 VIF VERIFY IN FIELD N'1 ATTACHING TO BUILDING STRUCTURE ' A-3 UON UNLESS OTHERWISE NOTED _[SHEET NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: o ®bfle© 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL --BILE NO"*NE"STL� HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL cRenr RrvER"NrDI"TaR 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. O MEASURES ARE FUNCTIONING PROPERLY. POSTS WITH WIRE TIES OR STAPLES. SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WIRE 14 GA. 6" MAX. a UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE 6 THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN 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. x M REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE o^ EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER r N o 4 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION ��m THEY SHALL BE OVER-LAPPED BY 61N AND FOLDED. FILTER CLOTH: FILTER X, MIRAFI FOUNDATION. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION d 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 100X' STABIUNKA T140N OR EQUAL 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE REMOVED WHEN "BULDGES" DEVELOP IN 171E SILT FENCE Z d=u A MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME CORRECTED. 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT PREFAB. UNIT: GEOFAB ENVIROFENCE 3 n 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 ! u m a o STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED CUT AND FILL SLOPES. o 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 I DESCRIPTION REYSION 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND 11. THE ESCAPE OF SEDIMENT FROM THE SITE 08/14/18 POR PERMIT o -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS 12/05/1e RE m Pm P 70F 1 SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL ------- 12/1�/Ill REVISm PFA PFAYR 2 -BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR o z EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, I "/25/1D RF m PFR PFAUR D LAND-DISTURBING ACTIVITIES. M 07/o2/19 REwsm PFA PERNR CTION 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL SEEDING GUIDELINES: ` oIREFLOW of MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE o f Flow PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN FINAL STABILIZATION OF ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED, SHALL BE N 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 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 GROUNOLINE III VEGETATIVE MEASURES SHAD- CONSIST OF AN ANNUAL OR PERENNIAL RYE GRASS I 6 of SILT FENCE IS TO BE A TEMPORARY PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY. WITH RECOMMENDED SEEDING DATES BEING FROM JUNE 1 THROUGH AUGUST 15 AND / j I� EROSION CONTROL DEVICE, AND SHOULD DEPS DATE APP RMSIDNS SEPTEMBER 30 THROUGH NOVEMBER 30. 5 REMAIN IN PLACE UNTIL THE SITE IS �c STABIUZED. RP 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS zDNiND WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENTcps LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH EVALUATE PROPOSED COVER MATERIAL s'_0• CDNSRt DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING BEFORE SPREADING COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A snE Ac SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND REPRESENTATIVE SOIL SAMPLE AND SUBMIT TO A REPUTABLE SOIL TESTING LABORATORY PROJECT NO. 544-002 SHALL BE OF THE SAME THICKNESS. FOR CHEMICAL AND PHYSICAL ANALYSIS. THE PREUMINARY TEST IS NECESSARY TO NOTE: DETERMINE THE REQUIRED INORGANIC AND/OR ORGANIC AMENDMENTS THAT ARE NEEDED 1. DIG TRENCH. DRAWN BY BMM 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS TO ASSIST IN ESTABUSHING THE SEED MIXTURE IN AN ENVIRONMENTALLY AND 2. LAY IN FABRIC TO BOTTOM OF TRENCH. CHECKED BY: MPS REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ECONOMICALLY SOUND MANNER. THE RESULTS WILL GIVE THE COVER MATERIAL 3 BACKFILL TRENCH, COVERING FABRIC. TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME CHARACTERISTICS SUCH AS PH AND FERTIUZATION NEEDS. THESE RESULTS SHALL BE p ETHICKNESS. SURFACES OF GRAVEL XISTING GRAVEL SURFACING MAY BE FACINGTED SHALL BE TEE FROM REUSEDCORRUGATIONS AND WAVES. KEPT ON-SITE B THE CONTRACTOR AND AVAILABLE FOR REVIEW BY THE COUNTY. SILT FENCE DETAIL f S- 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 y 20 ', 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 COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH 4 UFT VIA BULLDOZER/BUCKET LOADER. USING THE INFORMATION FROM THE SOIL ANALYSIS, h_= w APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED CAREFULLY CALCULATE THE QUANTITIES OF UMESTONE AND PRE-PLANT FERTILIZER 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. r��-°� 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE AFTER INCORPORATION THE PRE-PLANT SOIL AMENDMENTS, THE SEED BED SHOULD BE ��O 1096 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 A 10 CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS NOTED: NA T TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. ,v 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SEED MIXTURE THIS DOCUM N ISTHECREATION, BS DESIGN,PROPERTY AND COPYRIGHTED 12 ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. SPECIES/VARIETY L /ACRE WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS 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 FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. NOTE IFDRAWINGS ARE 22°x54°,USE GRAPHICAL SCALE ANDIOR 1I2 TIMES GENERAL EROSION & SEDIMENT CONTROL NOTES: OF THE NOTED SCALE 1 THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SEED TIME AND METHOD SITE NUMBER: HEREIN AND STIPULATED WITHIN STATE STANDARDS LI13882D 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 MINIMIZE SEDIMENT LEAVING THE SITE. AIR TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDING GROWTH. WEED SITE NAME: 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE COMPET11ION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE ORIENTAT&TTOWER 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 MULCHING SHEEF TITLE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION 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 ESTABLISHMENT 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. 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES SHEET NUMBER MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. N'2 ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY t 1 -_ ® ®Moble® T=MOBILE N LLC T GRMT RIVER NY I Ing VM lf"VWW1Fus4 OBOU U M,Y/To"COMl,i1E'ArnO T � us-M y,AfL'�i }�� nuTimCp Oi"oFinasraip� L 113882-1)� �� aE/A8Y1i1�ME i1lLROa+V E■®lam tYl Ai"��OVAL�6'J'�14rD (°c O n Z� A; A (SEE CONDMONS ON MESO z rE,ElV'E'NAME rte;,n Z A �. ORIENT AT&T,--TOWER o`0 �: � V� — �T' ROVED eY ) TOWNf SO�L"I(�HO'LDJ�PLAWNGG ROARD 4 ^/O ? w SUBMITTALS DATE DESCRIPTION REVISION AUG 3 1 ZOZ /11/1e row PEAYff a �� L 40200 MAIN ROAD 12/05/19 PRVI9EO PER PIATFGRtl 1 Y 12/13/19 PEVISE9 PEA PEAYR Z aging ORIENT, NY a�ter s e� �JFP�T � °. L5 C E (1 U I11957Os--p - _¢ i u DEC 2 0 2018 (7078 GROUND 6102 MUAC CONFIGURATION) s°nningBoard Planning Board oEPr GATE MP'0 flEN90N5 RFE RF MAN ZONING OPS VICINITY MAP GENERAL NOTES PROJECT SUMMARY SITECONSM Az SIZE G _ - �*� 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF SITE NUMBER LI13882D APPLICANT: T—MOBILE NORTHEAST LLC PROJECT NO 644-002 3500 SUNRISE HIGHWAY D BMM ALL LAWS. ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS SITE ADDRESS: 40200 MAIN ROAD GREAT RIVER, NY 11739 E MPS COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH !, a ,1 T •t € - ORIENT. NY 11957 T—MOBILE DEVELOPMENT CHRISTOPHER SCFUTAF V JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. WORK. THE WORK PERFORMED ON THE PROJECT AND THE MANAGER: (631) 398-3399 PROPERTY OWNER: M.G.H. ENTERPRISES INC. 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITHDESCRIBED HEREIN THE CONTRACTOR SHALL BE SOLELY 40200 MAIN ROAD O " 3 W ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. PROJECT MANAGER: HIGHLANDER CONSULTANTS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ORIENT, NY 11957 ROBERT HAASE 155 CARLEfON AVENUE 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES. AND PROCEDURES AND FOR EAST ISLIP, NY 11730 Lll b �-A���° z �=��� a� FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. j TOWER OWNER: AT&T WIRELESS CONTACT: BRYAN FELTON 81-81 Z � � COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB .,� - �„r 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY � --- � IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR 631 581-8105 C� ' PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE ( ) 1 Ta 0O � s'x y ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT ARCHITECT ENGINEER. INFINIGY ENGINEERING0710 EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LAT./LONG.: N 41'9' 9.3126" /W 72'14' 39.0546' / g rf ._ LOCAL GOVERNMENT AUTHORITY. 1033 Y, NY 22 SHAKER ROAD / IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE �_«, "e.,�����„ �,, `', � � r,�:� � �•-^� CONSTRUCTION TYPE: IIB ALBANY, NY 12205 DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO OFESS� f ` S USE GROUP: U „ m` f , `T, PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CONTACT: MAGGIE STEVENS .;, � 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY €k r i-.— -=-b <[_` CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF 518 690-0790 ''' :, � � r' �' L OF NOTIFYING (IN WRITING) THE T—MOBILE REPRESENTATIVE OF ( ) PROFESSIONAL SEAL ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE WORK, THE CONTRACTOR SHALLREPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE 1 �/ A�- ” SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE SHEET I EET I N D E/� DESIGN PROPERTY AND COPYRIGHTED OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR PROPERTY. THIS DOCUMENT IS THE CREATION, PROJECT DESCRIPTION SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL.KEEP THE GENERAL WORK AREA WORK OFT-MOBILE.ANY DUPLICATION ®EXISTING MONOPOLEm DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FRET DURING CONSTRUCTION AND DISPOSE ❑EXISTING CABINETS) ®OUTDOOR SHEET DESCRIPTION REVISION . .� x < OR USE WITHOUT EXPRESS WRITTEN OF ALL DIRT. DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT_ ❑EXISTING LATTICE TOWER ❑EXISTING RBS 6201 ❑INDOOR T-1 TITLE SHEET 2 �. 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL CONSENT IS STRICTLY PROHIBITED MATERIALS, EQUIPMENT. LABOR AND ALL OTHER MATERIALS AND SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE EXISTING TRANSMISSION TOWER ❑ ®PROPOSED 6102 PROPOSED ° ❑EXISTING BILLBOARD e �;r ^• ��� . ��,= e ��,���'"e �,�� � LEFT IN CLEAN CONDITION AND FREE FROM PAINT .,POTS, EJ(IsnNG WESTELL CONCRETE PAD Z-1 SITE PLAN 2 a �! / DUST, OR SMUDGES OF ANY NATURE. TABOR DEEMED NECESSARY TO COMPLETE THE WORK PROJECT ❑ PROPOSED NOTE.IF DRAWINGS ARE 22k34',USE AS DESCRIBED HEREIN. ❑DUSTING ROOFTOP SITE SUPPORT KR � STEEL PLATFORM GRAPHICAL SCALE AND/OR 12 TIMES 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FAGPOLE ❑SITE SUPPORT CABINET C-1 SITE PLAN 2 OF THE NOTED SCALE O 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE 11 PROPOSED PPC --�_ � ,.C `- _ REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY - ❑EXISTING FORT WORTH SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. El PROPOSED CPS 11 PANELBOARD C-2 COMPOUND PLAN & ELEVATION 2 SITE NUMBER: HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE b. C-3 EQUIPMENT DETAILS 2 PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T—MOBILE REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT L11 3882D T NORTHEAST LLC PROPOSES THE MODIFICATION OF AN UNMANNED C-4 EQUIPMENT SPECIFICATIONS 2 DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS. WIRELESS BROADBAND FACILITY.ADDITION OF PROPOSED PANEL ANTENNAS, C-5 EQUIPMENT SPECIFICATIONS 2 SITE NAME: DOCUMENTS THE CONTRACTOR IS NOT TO ORDER MATERIAL OR (9) RRUS, AND (6) TMA UNITS. ADDITION OF ICE BRIDGE, STEEL EQUIPMENT ORIENT AT&T TOWER 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 C-6 APU SCHEMATIC & DETAILS 2 CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T—MOBILE PLATFORM, HYBRID CABLES, CPS 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 TITTLE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 CALL: UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR •Cal BEFO YOU DKY ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK.- WWWDIGSAFELYNEWYORICCOM G-1 GROUNDING AND POWER DIAGRAMS 2 TITLE SHEET CALL B1(OR VWG-IN12...7M G-2 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 2 5/FET'F.WJ80us s W&IMNXrt 9TQ w - rRaoca N A2a1m"m rmI aAasNr®a swovms COLOR CODE FOR UTILITY LOCATIONS N-1 GENERAL AND ELECTRICAL NOTES 2 SHEET NUMBER N-2 GRADING & SEDIMENT NOTES 2 ELECTRIC — RED SEWER — GREEN SI—S11 PLATFORM DESIGN DETAILS 2 GAS/OIL — YELLOW SURVEY — PINK T-1TEL/CAN — ORANGE PROPOSED EXCAVATION — WHITE $' WATER — BLUE RECLAIMED WATER — PURPLE ' GENERAL SITE NOTES T ® ® ®bfle 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT EEe -ro YanrR 1 BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN T 35MSUNRISE IIIGMYAV GREATRNER NY 11139 WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERTY j''•--' 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 i CONSTRUCTION 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF t r ADVERTISING m>-^ EXISTING =Zm m t / \ GARDNER'S BAY 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z m ��- �-"'� NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL '``j 3,0 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE EXISTING WOODEN �—� OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES MARINA DOCK (TYP) i J 6 UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS �•`� AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE SUBMITTALS DATE DESCRIPTION REVISION EXISTENCE , EXTENT AND EXACT HORIZONTAL AND VERTICAL /ti/te EXISTING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR TaR PERMIT o }__l�' _ `�- ,-'"/' �`•• . PERFORMING WORK THIS SITE MUST CONTACT MISS UTILITY AT 12/05/1e AEwsm PER Pu1rGRY 1 n �_ ,' ��-,".✓ r/'r �,; �'`�% \`.\_ \^`\ LEAST 48 HOURS PRIOR R TO COMMENCING'WORK. 12/13/16 RENSEG PER PERYR 2 t 'ti,��•-' r'' �.,-,i`"` f j `\ \� ``� _ 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN ��,�i ,� -�\• P,�/ ' ` ��, 12 MONTHS OF CESSATION OF OPERATIONS EXISTING WOODEN MARINA DOCK (TYP) %`J j' 'ti EXISTING BEACH SITE LEGEND SITE PROPERTY LINE STREET OR ROAD DEPT DATE APP'O REVISIONS EXISTING RESTAURANT & /� �% 1 ~ `\` CHAIN REE LINK FENCE RP VAN. MARINE FUELING STATION �/' _ i / EXISTING WOODEN j \` ZONING 1 ;• RETAINING WALL (TYP) f Y�fr _ .\` — OPAQUE WOODEN FENCE CONnR AM PROPOSED T-MOBILE 12-6 X 17=0"RAISED STEEL TREES/SHRUBS SIM £OUIPMENT PLATFORM W17HIN PROPOSED 1 PROJECT NO 544-002 14-0 X18=O'LEASE AREA W/OVERHEAD IDLE CANOPY r`Y'"`ti TREE LINE DRA 8MM / �/" ` L s•f (FOR ADD/AOAINFORA70REFER O PAGES 1-S11EXISTING BAY C-2 B MPS UTILITY POLE APPROXIMATE LOCATION OF ; �%- �` �' r�j�J / }116'3 -� (E) EXISTING �P� STe �. EXISTING PROPERTY LINES � 11 \� (N) NEW f 2cP °. �� I 0. (P) PROPOSED (F) FUTURE EXISTING ,�'/� �� 1 �.— `�� , ';\ • �__� ; MONOPOLE TOWER ~ PARCEL KEY 0109 EXISTING ROCK 1 PROPERTY OWNER. MGHENTEROF�SS10�1P� yINC r� -'� �,))) WALL (TYP) J PARCELRISES A DRESS 40200 MAIN EXISTING FENCED ROAD RIENTON000900008001 PROFESSIONAL SEAL EQUIPMENT COMPOUND _ r _ -�� `_ ACREAGE: 4 73 \\ THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION PARKWAY—I _ OR USE WITHOUT EXPRESS WRITTEN OF EXISTING TREE LINE APPROXIMATE LOCATION $TAS _ -- ��� CONSENT IS STRICTLY PROHIBITED - —� -- t NOTE.IF DRAWINGS ARE 22-34',USE GRAPHICAL SCALE AND/OR 1/ TIMES OF THE NOTED SCALE + _.�/- �- \% �'� f it- ✓� �-' EXISTING LI13882D ,- - �--~ _ -r^ SITE NUMBER: STORAGE BUILDING / D _ EXISTING ASPHALT i'yJ ` f' SITE NAME: +, \ y�✓'' WER PARKING LOT % _ // APPROVED BY ORIENT40200 MAINAT&T ROAD ED� f - ' 40200 MAIN ROAD �'�✓ EXISTING TRANSFORMER, r/ l- f DEC 2 0- 2 D 18 ORIENT,NY 11957 METER AND DISCONNECT PLANN-NG BOAND - SHEET TITLE own Tt®WN W SOUMM PlanningUthold card Planning Board Own DATE "7 ��� © SITE PLAN I GRAPHIC SCALE: �� 20' 10' 0 10' 20' SHEET NUMBER ee aPPINc Is BASED ON AERIAL 1 � PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, SITE PLAN— SCALE: AS NOTED DATED 02/21/17 ANDA SITE WALK COMPLETED Lm 0 BY INFINIGY ON 03/15/18 AND DOES NOT NORTH SCALE (11x17): 1" = 20'-0" Z-1 REPRESENT AN ACTUAL FIELD SURVEY. SCALE (22x34): 1" = 10'-0" NOTE: GENERAL SITE NOTES © © ®����® FOR MORE INFORMATION PERTAINING TO THE PLATFORM DESIGN, REFER TO 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOTr-roo,.e xoRTx BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN ­ttGREAT RI NY1 Y 'PLATFORM DESIGN REPORT,' COMPLETED WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERTY BY INFlNIGY, DATED 1Z/OS/18. IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD ^^�� 2 BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION l��J _ \ + 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE \ CONSTRUCTION POTENTIAL ROUTE OF NATURAL \ 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNSOF z•`+ • GAS UNE FROM MAIN ROAD � ; ' - � N��g / ADVERTISING / _ 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z d tt`'- ` EXISTING NOT REOUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL —o \ - -- PARKING LOT __ _ — — -- — 3 Q _ 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS °f _ o DEVELOPMENT OTHER THAN THAT-WHICH IS SHOWN \ \ •` 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES \ /J_ , _ _ B UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS tXISTING \ \� --'- - - ',l AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE DATE SUBMITTALS DESRIP nREVISION GRASSY AREAS - - EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL \ p./is FOR PERMIT 0 ti-'"-J� LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR \ tPERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT \2/a3/\e RMSED PER PIATMIW \ ROPOSED T—MOBILE PLATFORM SUPPORT PIER (FOR MORE/NFORMAnOW SEE SFIEEIS 51—S11) ti LEAST 48 HOURS PRIOR TO COMMENCING WORK 12/13/1. REVISED PFA PERMIT 2 `\ i •Zf 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN A i" � PROPOSED T—MOBILE 12 MONTHS OF CESSATION OF OPERATIONS 3 EX/SANG RELOCATED OR NEW SHRUBBERY \ ;l _ ,3, MSN• ACCESS GALE C—5 ~ •,\ C-6 AS REQUIRED(TYP. OF(5) TOTAL) \ 1 kT f- �3—�0 PROPOSED T—MOBILE ACCESS STAIRS(FO? SITE LEGEND 3 PROPOSED T—MOBILE 14'-0' f�r� \ MORE INFORMAn� SEE-Wa-7S Sl—S11 �y ) SITE PROPERTY LINE TALL FENCE C-5 M CH FX�SI1�FDVCE)VON � � r�� l PROPOSED T MOBILE 12'-61X 1/—0' RAISED STEEL � STREET OR ROAD Deer DATE APP•D RMSION5 V� ` \ EQUIPMENT PLA7FORM IN7H/N PROPOSED \ RE ;! 14-OIX18'—O'LEASE AREA W/OVERHEAD ICE CANOPY DC2EtCHAIN LINK FENCE RF wv f A ✓ � \ 1 (FOR MORE INFORMAnON, SEE SHEETS Sl—S11) \ ZONING OPAQUE WOODEN FENCE Ops µ ` SITE RETAINING rgL TREES/SHRUBS 4-002 w_ WALL (TYP) TREE LINE DRAW 2 NO 8MM EXISTING GRAVEL (TYP.) C EP e MPS i EXISTING 1R( UTILITY POLE _ EXISTING CARRIER RAISED SAND LOTS (E) EXISTING PLATFORM � STF)r� � STEEL EQUIPMENT P \ 1 I frcV TO BE1 � (N) NEW p � r ' OFIS RTING OPOSED SHRUB MOBILERELOCATED COMPOUNDTO EDGE �, -; ' (P) PROPOSED Y EXISTING GRADE ]O BE LEI�EZED AND GRAVELED " EXTENSION OR REMOVED (TYP OF (5) TOTAL) ` 't UPON CO{IPLEnAY LIQ CLWSTRI/CnON LLJI - y a PROPOSED T—MOBILE ICE ' � t r (F) FUTURE 1 i�� �l' �> � BRIDGE TO BE ROUTED BELOW \ r ,' EXISTING CARRIER FENCED07109 t EwsnNc CARRIER ICE BRIDGE � '�..� c _, F EQUIPMENT COMPOUND APPROVED BY ' FESSION ` l EXISTING CARRIER PLATFORM �� PROPOSED BE ROUE(18) 7/8R COAX ;� �• i STEEL EQUIPMENT PLATFORM BOA" PRO AL SEAL CABLES TO BE ROUTED FROM PROPOSED : � � EQUIPMENT CABINET TO PROPOSED ANTENNA / tTOWN SOUTHOLD THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED p� WORK OF T•MOBILE.ANY DUPLICATION DATEZ1/ OR USE WITHOUT EXPRESS WRITTEN Z� �� CONSENT IS STRICTLY PROHIBITED EXISTING ACCESS GATE (TYP) X-5 NOTE:IF DRAWINGS ARE 2250.14',USE GRAPHICAL SCALE AND/OR 12 TIMES I 1�jF i JOF THE NOTED SCALE \ i EXISTING STEALTH MONOPOLE TOWER APPROXIMATE LOCATION � ` '� `~ ; � SITE NUMBER: L113882D OF EXISTING TREE LINEO \ j EXISTING CARRIER ICE PD E C E � V E ORIENT AT&T TOWER 1 \ ) LEXISTING E NAME- APPROXIMATE LOCATION OF BRIDGE (TYP (ABOVE) l EXISTING PROPERTY LINE �„ BEACH 40200 MAIN ROAD j.` EXISTING ROCK D E C 2 Q 2018 ORIENT,NY 11957 ti WALL(TYP.) =I Southold Tovdn SHEET TITLE y Planning Board SITE PLAN GRAPHIC SCALE: 20' 10' 0 101 20' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, 1 SITE PLAN SCALE: AS NOTED DATED 02/21/17 AND A SITE WALK COMPLETED NORTH SCALE (11X17): 1 r = 20'-0" C-1BY INFlNIGY ON 03/15/18 AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. SCALE (2204): 1" = 10'-0" NOTE: T - -Mobile- FOR MORE INFORMATION PERTAINING TO "PROVED ��/ FOR MORE INFORMATION PERTAINING TO THE .••,eR•�YR�,u� THE PLATFORM DESIGN, REFER TO r T 3500 SUNRISE H,G M1YAY TOWER STRUCTURE, REFER TO PASSING GREAT RIVER NY 11139 'PLATFORM DESIGN REPORT; COMPLETED "STRUCTURAL ANALYSIS REPORT,' BY INFlNIGY, DATED 12/05/18. PUNNING BOA COMPLETED BY INFlNIGY, DATED 08/01/18. ANISTING TENNAS (RTRIPEj PANEL OSED T-MOBILE INSTALL TO BE FLUSH WITH T�{�/ c +�/�p/� ��� >_ - EXISTING INSTALL AND MEET EXISTING PROPERTY SET TOWN 7�N � �7OV,� BACKS. EXISTING SET BACK BASED ON PROVIDED DRAWINGS COMPLETED BY WFC, DATED 02/21/17. DATE j I { OPOSED T MOBILE EQUIPMENT R7 BE INSTALLED, (-r (T)P. PER SECTOR (3)SECTORS TOTAL): 3 a PROPOSED T-MOBILE 3 (1)RFSIMA APXVFWWI2X-C-NA20 ¢o ACCESS GA IF C-5 j (6) 7118-COAX CABLES Z o PROPOSED T-MSILT FENCE N-2 TO BE INSTALLEDD AS AS REQUIRED � � EX/S7ING GRADE TO BE LEVELED I AND GRAVELED UPON COMPLETION OF CONSTRUCTION F�I i D SUBMI-FrA LS Dt?S77NG T-MOBILE PLA IFORM _ 0 DATE REVGS ION SUPPORT PIER(SEE SVEE7 51-C11) 0!/14/IB OR PEWX z/os/le pEVSm PER PA GAMEXISTING RETAINING ft WALL (TYP) I2/13/1S REVI3E)PER PERYR z D� EC 2 p 2018 \ �2-6 i` l PROPOSED T-MOBILE ACCESS - STAIRS(REFER TO SHEETS 7 S1-S11 FOR MORE INFORMA7ION) I Southold Town Planning Board --- t , �� / PROPOSED T-MOBILE 12 6 X 17-O'RAISED i rr PROPOSED T-MOBLE PLATFORM LIGHT(TYP ,1 STEEL EOUIPMENT PLATFORM W17HIN PROPOSED OF(4) TOTAL)(TO COMPLY Wl1H DARK '_---- �� ,,`� ` 14'-0X18-O`LEASE AREA W/OVERHEAD!CE SKY LAW AND LOCAL MUNICIPAL CODE) 1\';i �� - \ 1 CANOPY(SEE SHEETS SI-S11) I i i j DEPT are APPo REVISIONS FE n ` 1 PROPOSED T-MOBILE(9)RRUS TO I i I SED T-MOBILE(18) 7/8'COAX CABLES RP ZIZONING �f' BE MOUNTED ON PROPOSED 3 +I a { I 70 BE ROUTED FROM PROPOSED EQUIPMENT CPS O PROPOSED T-MOBILE PPC a CABINET 10 PROPOSED ANTENNAS CONSIR. E-2 EQUIPMENT CABINET �T�3 H-£ROME, (6)RRUS-11 B4 AND C-4 ` / ; (3)RRUS-11 B12(T)P. `'(3) �, +� �- I -� SITE AC EQ � �=,•� ----, � PER SECTOR, (3)SECTORS TOTAL) o H PROJECT NO 544-002 DRAW\ o EBMM 3 XISTING A REIOCIEO OR NEW \= O , 1, o z I E MPS SHRUBBERY AS RE QUI �- o ff' I EXISTING STEALTH Q C-6 MONOPOLE TOWER(7YR OF(5) TOTAL) `` o \ ; `\` i I I S t Ej/ __ , PROPOSED LLj T-MOBILE MEIER F a POTENTIAL ROUTE OF ` ON PROPOSED H-FRAMELn NATURAL GAS LINE \ r���-, ` 1 w I cr \I FROM MAIN ROAD w I PROPOSED T-M OBILE 1 a 1 1 PROPOSED T-MAB/LE 6102 , 25KW DELTA DC ' C-4 EQUIPMENT CABINET DIESEL GENERATOR C-7 I ` O, 09� PROPOSED T-MOBILE(18) 7/8'COAX CABLES1 % '�]; \1 _ CIL TO BE ROUTED FROM PROPOSED EQUIPMENT AL SEAL CAB/NET TO PROPOSED ANTENNAS PRIVACY SLATS TO BE INSTALLED IN ✓ �� ,, �� ` �„ I PROPOSED CHAIN LINK TO MATCH. THIS DOCUMENT IS THE CREATION, PROPOSED T-MOBILE 14=0' TALL DESIGN,PROPERTY AND COPYRIGHTED C-5 EXTENSION(TO MATCH ENS77NG FENCE) / I --EXISTING FENCED WORKOFT-MOBILE ANYDUPLICATION OR USE WITHOUT EXPRESS WRITTEN EQUIPMENT COMPOUND �1 I CONSENT IS STRICTLY PROHIBITED. �_y I I I PROPOW T-MOBILE 14-O' FEN/ \ PROPOSED T-MOBILE ICE BRIDGE \ ` r X ~ I I TALL � M�((70NOTE:IF DRAWINGS ARE 225A4',USE �?�-- -'' -i+, �- �1 i MA Tal EXISANG) GRAPHICAL SCALE AND/OR 12T1MES INSTALLED BELOW EMS77NG CARRIERS J1 �3 OF THE NOTED SCALE. C-5 (TO FOLLOW M17NO ROUTE) '� SITE NUMBER: L113882D EXISTING SITE NAME: ORENT AT&T TOW E R, GRAVEL (TYP.) EXISNG FENCEEXISTING CARRIER RAISED 40200 MAIN ROAD QUIPMENT COMPOUND STEEL EQUIPMENT PLATFORM ORIENT,EXISTING CARRIER ICE BRIDGE 1M.111 Tt ri�N,T�yT�I (� 1 III' I (ABOVE PROPOSED T-MOBILE) SHEEP TITLE Jill GROUND LEVEL - _-_ 1PLATFORM PLAN { '�--�.,.� �= t s ` COMPOUND PLAN 8� ELEVATION SCALE: AS NOTED l NORTH GRAPHIC SCALE: ? Ir NOTE 6' 3' 0 3' 6' � SHEEF 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 SCALE (22x34): 1" = 3'-0" -- NOT TO SCALE REPRESENT AN ACTUAL AELD SURVEY. EXISTING FLAGPOLE PIPE MOUNT T o -Mobile. (CONTRACTOR TO VERIFY) Ilii -Mobile. �L a1S.x.wTxeasr uc Y I5 ITN ER HIGHWAY G�0.EAT RNER NY 11]]9 J � a V L�Qm u)r N} 0 LZ�`O PROPOSED m,o PROPOSED RF SYSTEM SCHEDULE ANTENNA (TYP) 3n L.L m<oLL 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 APXVFWW12X—C—NA20 RFS 30' 0- 7/7/7 ±75' (2) GENERIC TWIN (2) RRUS-11 134 (GROUND) t1A7� 6 -- LYyW — STYLE 18 TMA (1) RRUS-11 B12 (GROUND) SUBMITTALS B B-1 APXVFWWI2X—C—NA20 RFS 1 170' 0 6 7/7/7 ±75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) — LY74,Y agiE DEMR POW SCRIPTION REVISION SME 1B TMA (1) RRUS-11 B12 (GROUND) /w/1e REhsm PER Pu] .. o 12/13/1. REVISED PER POW 2 C C-1 APXVFWWI2X—C—NA20 RFS 260' D' 7/7/7 ±75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) t��• s -- , STYLE 1B TMA (1) RRUS-11 812 (GROUND) CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 20% BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) PROPOSED STEEL BAND MOUNTING DEPT DATE APP REVIs1oNs BRACKET (CONTRACTOR TO FIELD RFE RF WN FABRICATE MOUNT AS REQUIRED) (TYP.) ZDMNc ops 1 _ RF SCHEDULE (PROPOSED) �\ANTENNA MOUNTING DETAIL WEE siTAC -- NOT TO SCALE — NOT TO SCALE PROJECT NO 544-002 DRAWN BY BMM MPS .00 ROVED BY STF �'o-": APP PLANNING BOARD TAG TOWN OF SOUMM TAG 1 Z 1 DATE 'i-tp D F pR\1�o\��;�` �Iti�� S NAL SEAL © TA G THIS DOCUMENT IS THE CREATION, ■ . DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 11,8" T CONSENT IS STRICTLY PROHIBITED. RFS MODEL NO.: APXVFWW12X—C—NA20 TOP © NOTE IF DRAWINGS ARE 22'�Gl4',USE GRAPHICAL SCALE AND/OR 12 TIMES RADOME MATERIAL- FIBERGLASS, UV RESISTANT TAG OF THE NOTED SCALE. RADOME COLOR. UGHT GRAY A SITE NUMBER: DIMENSIONS, HxWxD: 46.0"x118N7.9" #0 L113882D WEIGHT, W/ PRE—MOUNTED BRACKETS: 48 LBS ® TAG CONNECTOR: 7-16 DIN FEMALE ll2 SffE NAME: tf ORIENTATBT TOWER 40200 MAIN ROAD UF__qj METALLIC TAG NOTES- ORIENT,NY 11957 D G _I I� 7.9" 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END SHEET 1TTlE — �T 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 DEC 2 0 2018 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES & NF SCHEDULE APPROPRIATE FOR CABLE DIAMETER C 4. STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED Southold TOWn Planning Board WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL CONFIGURATIONS. SHEET NUMBER 3 ANTENNA DETAIL 4 METALLIC TAG DETAIL C-3 NOT TO SCALE \-i--/ NOT TO SCALE CABINET WEIGHT (WITHOUT BATTERIES) 330 KG [728 LBS] I MOUNT PER c o ®����o CABINET COLOR AS MANUFACTURED: GREY, RAL7035 GLOSSY MANUFACTURERS FOR MORE INFORMATION PERTAINING TO THE SPECIFI CATIONS r ru•ae NORrAe FSr EF. TOWER STRUCTURE, REFER TO PASSING _,U RISE HIGHWAY CABINET CLEARANCES 'STRUCTURAL ANALYSIS REPORT. GREATRIVER,Nv IM FRONT 700mm (-28"] COMPLETED BY INFINIGY, DATED 08/01/18. ' FIDES 100mm [-4"] y(T4 _AR. 200mm [-8"] 1300 [51 18"] l'�3iQy � pp L ry O 7 �r� PROPOSED T-MOBILE EQUIPMENT I0 8E INSTALLED, z (TYP. PER SECTQR, (J)SECTORS TOTAL): 8 (1)RFS APXWW{YL2X-C-NA20 o<o �;i (6) 7/$'COAX CABLES i; SUBMITTALS ,11 DATE DESCRIPTION REVISION I; II Gp/1{/10 EDN PERMIT 0 SECTS. i,j 12/0.5/18 REVISED PER PIAIPORII 1 cf .,IMO S 260 , 1i 12/13/18 flEO PER PERMR 2 1 � :1 EXISTING STEALTH MONOPOLE TOWER—/, D [1(] oEPr wPP Tc � ro REhmaNs iD IIVI( R o RFM"R y ZONING DEC 2 0 2018 GoNsR `�'�• u ' SITE rc LPROJECT NO 541-002 1 Southold Town DRAWN BY BMM ERICSSON RBS 6102 ' 2 PROPOSED ANTENNA ORIENTATION PLAN Planning Board c MPs -- NOT TO SCALE NORTH -- NOT TO SCALE PROPOSED 15 WATT KNUCKLE MOUNT �iPt ERICSSON MODEL - RRUS 11 NOTE: LED SPOTLIGHT OR APPROVED EQUAL POLE HEIGHT SHALL BE NO GREATER THAN FOUR (TO BE DARK SKY COMPLIANT) PIPE CAP 4 COLOR: GRAY TIMES THE DISTANCE TO THE PROPERTY LINE AND MAXIMUM LUMEN LEVELS PERMITTEDFOR DIFFERENT MOGUL SOCKET MOUNTING �:n DIMENSIONS, HxWxD: 19 7"x17"0.2" FIXTURE HEIGHTS ARE AS FOLLOWS: (500 x 431 x 182 mm) 6' 500--1000 LUMENS Cr 8600-1600 LUMENS 0 1096 c� WEIGHT: 50.71 LBS (23 kg) • 10' 1000-2000 LUMENS MANUFACTURER'S CABLE OR OTHER CABLE NOTE: 8� ��`� / • 12' 1600-2400 LUMENS SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE PROPOSED SITE EQUIPMENT LIGHTS TO alo 16' 2400-6000 LUMENS BE COMPLIANT WITH DARK SKY LAW AND @fFt SEAL RRUS-11 N METALLIC CABLE TERMINATION FITTING LOCAL MUNICIPAL ORDINANCES 3' STD. STEEL POST THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MOUNT PER WEATHER PROOF 60 MIN. MANUFACTURERS ROTARY TIMER LIGHT SWATCH NOTE IF DRAWINGS ARE 22Yd4',USE SPECIFICATIONS E� GRAPHICAL SCALE ANDIOR 12 TIMES TOP ���OVfD �� 3/4" RGS CONDUIT FOR (3) aD OF THE NOTED SCALE g12 AWG ELECTRICAL RUN SITE NUMBER: LI13882D �1Pl mo ISOM #2 AWG BARE SOLID TINNED N N 9" SITE NAME COPPER WIRE TO GROUND RING o N ORIENT AT&T TOWER OWN OF SOUTHOLD ,-,/2" _ 40200 MAIN ROAD OAD R n Qui EXOTHERMIC WELD TYP V� I L v 6��� - A ' 31957 " STO. SCH. 40 SHEET TITLE TO NEW PPC CABINET ® GALV. STEEL POST 0 �� (4) 1/2" THRU BOLT EQUIPMENT 9" SPECIFICATIONS I—��— SECTION A FRONT SIDE La =j SHEEP NUMBER 3 RRUS-11 DETAIL : SITE LIGHT DETAIL - NOT TO SCALE C''4 NOT TO SCALE #2 AWG BCW (TYP)---,,, 24" I SPA / T]SWSUN0.15ERIG AVEC WITH Z—BRACF EZE BY GREURWR N 11- j SITE PRO 1, II824DA COVED BY CABLE HACKE `(SUPPLIET) �i.fi \— /� }� ADD 1" SCH 80 OR LIQUID TIGHT TOW OF SOMOM (AG) CONDUIT LOADED W/ CAT5 ANTENNA A01 CC ALARM CABLE y 02 CADWELD (TYP) ®ATE '11 —W� 3 a ICE BRIDGE SUPPORT DC DIESEL GENERATOR U_ m<0 POST (SUPPLIED WITH KIT, CONTRACTOR TO VERI Y DC Z HEIGHT REQUIRED PRIJRLc - " -" — TO ORDERING) 1 ' INSTALL 2-1/2" SCH 80 OR LIQUID #3 TIES ®1�_O.C. ( ) / ( ) 4/0EXISTING T-MOBILE SUBMITTALS o j 3" MIN COVER (TYP.) '�� EXISTING GROUND RING OR TIGHT AG CONDUIT W 2 TELCOFLEX CABLE EQUIPMENT BTS CABINET DATE OFSCRIPRON REVISION M I W/14/18 NR PEAUR EXISTING GROUND BAR o t2/ae/+e flEMSm PEA PIt (GC TO FIELD VERIFY LOCATION)— EXISTING T—MOBILE PPC "/u/+e RENSm PER PEPYR z (4) #4 EQ SPACED GROUND RING I 1'-6" CONCRETE PIER I 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 GROUND BAR CONDUIT 1 USE SITE PRO PARTS OR APPROVED EQUIVALENT (FOR FUTUURERE POWER) CONDUIT 1" SCH 80 OR LIQUID TIGHT Gwr DATE wPo REvmGNs ftFE 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES NOTE: CONDUIT (AG) CONDUIT RF WN OF ICE BRIDGE SPACED NO MORE THAN 6'-0". NO EXOTHERMIC WELD ON ROOFTOPS (FOR SIGNALING) ZONING OPS 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE 1" SCH 80 OR LIQUID TIGHT CONSTR. SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST. CONDUIT (AG) CONDUIT SGE AC GROUNDING SYMBOLS (FOR GENERATOR BRANCH CIRCUITS) PROJECT NO 544-002 DRAWN BY. BMM ICE BRIDGE DETAIL ■ COMPRESSION TYPE CONNECTION 2 ONE LINE DIAGRAM CHE MPs NOT TO SCALE • EXOTHERMIC WELD TYPE CONNECTION -- NOT TO SCALE ST&J, GATE OPENINGVARIES CONTRACTOR TO MATCH EXISTING PRIVACY SLATS TO BE INSTALLED IN 3'-0" (MIN.) (10'-0" MAX) CHAIN UNK FENCE WE AND TYPE PROPOSED CHAIN UNK TO MATCH. STRUCTURAL NOTES c 1 SPECIFICATIONS / CODES c Z� —CONCRETE WORK SHALL BE PERFORMED IN C?/ 1-1/4" GATE FRAME 1-1/4" TOP RAIL ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. 0� g6 II.IIIIIIIy I I I I I 10 2"x2" — 9 GA 2-1/2" GATE POST 2-1/2" CORNER POST, 2" —STEEL WORK SHALL S PERFORMED IN ACCORDANCE F I INI I I I I I FABRIC FOR INTERMEDIATE POSTS WITH AISC STEEL CONSTRUCTION MANUAL, 9tH EDITION I� L HEAVY—DUTY GALV. BRAIDED COPPER —WELDING SHALL BE PERFORMED IN ACCORDANCE o w LOCKABLE, SINGLE GATE �, r I GROUND STRAP WITH AMERICAN WELDING SOCIETY(AWS) D1.1-92 LATCH THIS DOCUMENT IS THE CREATION, (SEE GROUNDING SPECS) 11 1 1 I ly I I I I I I I I I I 3 16" x 3 4" STRETCHER "STRUCTURAL WELDING" CODE—STEEL. DESIGN,PROPERTY AND COPYRIGHTED < L I I I I I I N I 3/B" DIAM. TRUSS ROD WITH / / TOP BRACE RAIL —REINFORCING STEEL SHALL BE PLACED IN WORK OFT-MOBILE.ANY DUPLICATION � 1/2" CROWN TURNBUCKLE AT GATE ONLY BAR AT CORNER AND ACCORDANCE WITH THE CONCRETE REINFORCING OR C) TEN FOR DRAINAGE STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD CONSENT TI SSTTEXPRESSWRITED. l I N N I N N 1111PRACTICE." GATE POSTS CONSENT IS STRICTLY PROHIBITED. #7 GA. TENSION WIRE, 2 MATERIALS: CONTINUOUS STRETCHER BAR —CONCRETE fc' — 3000psi. (MIN. U.N.O.) NOTE IF DRAWINGS ARE 22W',USE —REINFORCING STEEL ASTM A615, GRADE 60 GRAPHICAL SCALE AND/OR -WIRE MESH. ASTM A185 OF THE NOTED SCALE. Ii i I_I I,__, •- DIAGONAL ROD w _ / -STRUCTURAL STEEL- ASTM A36. i Vii: I — STEEL TURNBUCKLE SITE NUMBER: z —ELECTRODES FOR WELDING: E 70xx. LEDGE "�;] L113882D w `I Of —GALVANIZING. ASTM A153 (BOLTS) OR ASTM A123 ck: BOTTOM (SHAPES, PLATES) SITE NAME: ' "' TENSION WIRE —EXPANSION BOLTS: HILT] KOK BOLT II, STAINLESS ORIENT AT&T TOWER e STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED 40200 MAIN ROAD I_C� �-FINISH GRADE EQUAL. a ;- ORIENT,NY 11957 II `-- ------------------ ALTERNATE FOOTING IN --1 SHEEP TITLE LEDGE (SEE NOTE 1) 1" GAP BETWEEN FINISH NO GAP BETWEEN �, �' II HEP EQUIPMENT GRADE AND BOTTOM OF FlNISH GRADE AND 2" MAX CLEARANCE FROM v 1J LL�� GATE FENCE FABRIC FENCE TO GRADE SPECIFICATIONS ��-- 12" DIAM. CONCRETE FOOTING IN SOIL FOR NOTE: DEC 2 0 2018 GATE AND CORNER POSTS. 10" DIAM. FOR SHEET NUMBER CONTRACTOR TO MATCH EXISTING NOTE: INTERMEDIATE POSTS Southold Town CHAIN LINK FENCE SIZE AND TYPE PRIVACY SLATS TO BE INSTALLED Planning Board C-5 IN PROPOSED CHAIN LINK 3 4' SWING GATE 4 CHAIN LINK FENCE DETAIL — NOT TO SCALE — SCALE: N.T.S. T © ® obile • NOTE .•T u� FINAL TERMINATION PER � ����°® �� N-•IERNORN� V CRFAi 0.NENV�]9 LOCAL FUEL PROVIDER. �� PLANNING SOARS WARNING TAPE MATCH EXISTING TOWN �T��j�Q� WITH TRACE WIRE /;COMPACT NISH GRADE O N ®F SOU•' C" EXISTING NATIVE BACKFILL ®� �� �7J �T�N FINISH GRADE (90% COMPACTION) 1 g � L 6 120 C180. 180° vvilSUBMITTALS NATIVE SOIL\ y\yD WIND \\ UNDISTURBED FOR TREES ON 4:1 OR STEEPER DATE DESCRIPTION REMSION � WIND WIND SLOPES, PLACE 2 GUYS UPSLOPE, W/I4/Ie mx PERMIr o I2/05/I5 Rms.PFA_TmRM I COMPACTED SAND ONE DOWNSLOPE, OTHERWISE I2/13/IR REVISED PEA PEAMR C NEW 3/4" PE COVER (12" MIN.) GUYING PATTERN PLACE FOR PREVAILING WIND FLEX LPG PIPING—/ 18" (MIN.) OMPACTED SAND FOR DECIDUOUS TREE GUYING PATTERN BEDDING (6- MIN.) PLANTING FOR EVERGREEN TREE NOTE. PLANTING BEDDING TO BE COMPACTED, PROVIDE CONTINOUS BEARING, EVERGREEN TREE AND FREE OF ROCKS AND DEBRIS DEPT DATE APP-10 RUM NS DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED RPE WOOD. DO NOT PRUNE RP 1ML FLUSH TO BRANCH. LEAVE :DNINc • ops SLIGHT STUB. CONSTR. SITE AT:. STANDARD WATERPROOF TREE WRAP 12 GA. GALV. STEEL GUY WIRE, PROJECT NO 544-002 1 LP GAS PE PIPE TRENCH (DECIDUOUS TREES ONLY) TO e ATTACH TO 24" MIN. STEEL DRAW 'MM -- SCALE: AS NOTED 2ND BRANCH T—POST OR REBAR STAKE, 3 PER PS TREE, DO NOT PULL TAUT s� � 4 3" OR WIDER NYLON WEBBING W/ METAL GROMMETS • o FLEX—PIPE BARK PROTECTOR / � I � �� 12 GA. GALV. STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, DO NOT PULL TAUT. s a REMOVE ENTIRE WIRE BASKET AND �a v BURLAP FROM TOP 1/,VF ROOTBALL AND ANY TWINE OR WIRE. 6' LONG STAKES, 2" x 2" OR 2 1�2 ` DIAM. WOOD, OR STEEL T—POSTS, WHITE PVC AROUND WIRE TO MARK TWO PER TREE (DECIDUOUS TREES) AND PREVENT PEOPLE FROM TRIPPING OVER WIRE Q�A SPECIFIED BACKFILL 4" DEPTH WOOD CHIP MULCH PROFESSIONAL SEAL 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 PER TREE (EVERGREEN TREES) CONSENT IS STRICTLY PROHIBITED 6" •'�• \ NOTE: IDRAWINGS ARE 2744"USEGRAPHICAL 2 MES ', ✓��//` //\// OF THE NOTED SCALE " SITE NUMBER: 6" I MIN. 1�2 I ROOTBALL 11�- 1 L113882D SrrE NAME ROOTBALL ROOTBALL L REMOVE BURLAP DIA. DIA. ORIENTAT&T TOWER FROM TOP HALF OF BALL 40200 MAIN ROAD PLANTING SOIL-3 PARTS TOPSOIL DECIDUOUS AND EVERGREEN ORIENT,NY 11957 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.) �j] APU SCHEMATIC NOT TO SCALE lVr (J N & DETAILS 2 TYPICAL SHRUB PLANTING DETAIL 3 TREE STAKING AND GUYING DETAIL DEC 2 0 2018 SHEEP NUMBER SCALE: AS NOTED -- NOT TO SCALE Southold Town Planning Board C-6 NOTE T o ©Mobile SIGNS MOUNTED ON GENERATOR ENCLOSURE/DOOR (ASY-°°A°"° AA° APPLICABLE) �GREAsco sTu "TM°"°TNRISEHI-w RNM NY I— 1 DANGER - FLAMMABLE - NO MATCHES OR OPEN LIGHTS 2 DANGER - THIS EQUIPMENT STARTS AUTOMATICALLY 82 67" 3 WARNING - EYE AND EAR PROTECTION REQUIRED 4 SAFETY - FUELING COMPANY CHECK FUEL LINES PRIOR TO DEPARTURE TO PREVENT SPILLS 5 NOTICE - FUELING COMPANY. TANK SHOULD NEVER EXCEED 90% FULL v L N 6 NOTICE - FUELING COMPANY: REFUELING A RUNNING GENERATOR MUST BE DONE AT 50% OF NORMAL FILL RATE 7 NFPA DIAMOND FOR "DIESEL" (OR OTHER FUEL AS 3 S APPROPRIATE) ¢o 3' WORKING CLEARANCE 1 8 NFPA DIAMOND FOR "BATTERIES" o AT ACCESS POINT in NOTE' SIGNS MOUNTED ON SWITCH, CONTROL, LAN OR TELCO DOORS (AS APPLICABLE) SUBMITTALS 1 NOTICE - AUTHORIZED PERSONNEL ONLY DATE DESCRIPTION REVISION oe/1s/f° EnR PERMR a 2 CAUTION - ROOM PROTECTED BY CLEAN AGENT FIRE 2/OS/I9 REVISED PS PIATE°RY 1 EXTINGUISHING SYSTEM - DO NOT ENTER AREA DURING 12/13/16 REVISED PEA PaWIT 2 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) z� . a z fk�o U N to C7 w Z U Y U 3 Q DEPT DATE APP'D REVISIONS RTE N RF MAN ZONING OPS CONSfR SRE IID PROJECT NO 544-002 DRAWN BY: BMM CHECK MPS P� S Sr r0� ACCESS POINT FOR' ACCESS POINT FOR ACCESS POINT FOR: r I ��y�D ® ■ ALTERNATOR ENGINE GENERATOR CONTROLLER moi, BATTERY OIL FILTER WEB CONTROLLER FAIR FILTER Q 0 RADIATOR GEOTAB MODULE 0 PLANNING BOARD MUFFLER SET RECTIFIERS 7/ w 0 FUEL LEVEL PIDU BOX 0 p ��109� <- 0 j TOWN OF 5•` T .� w OIL PRESSURE L V t n x COOLANT TEMP J ENGINE SPEED THIS DATE DCUMENT IS THE CREATION, cr DESIGN,PROPERTY AND COPYRIGHTED V !� o WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN r \ N CONSENT IS STRICTLY PROHIBITED O O 0 0 NOTE:IF DRAWINGS ARE 22W,USE GRAPHICAL SCALE AND/OR 12 TIMES OF THE NOTED SCALE. SNUMBER: rn 220 GALLON FUEL TANK LI13882D r; 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 0 75% LOAD: 120HRS GENERATOR DC OUTPUT: 52VDC 0 100% LOAD WEIGHT: 291OLBs (W/O FUEL) DETAILS I UL RATING: UL2200/UL142 ACOUSTIC RATING: <75dBA ® 23' 1 GENERATOR DETAIL FDE2 0 2018 SHEET NUMBER \_S7j NOT TO SCALE Southold Town Planning Board C-7 CODED DRAWING NOTES GROUNDING SYMBOLS T ® ©Mobfle© PROPOSED T-MOBILE EQUIPMENT CABINETS TO 1111 Yu.,E[NURTNlIGII � BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. (TYP) 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. �� G `� !� ® GROUND ROD ssoosuNwsERic wnY G0.EAT RNE0.NY 1119 PROPOSED MAIN GROUND BAR, NEAR PROPOSED EQUIPMENT. 16 BOND PROPOSED ICE CANOPY TO EXISTING COMPOUND GROUND RING m ® ACCESS WELL i D E C L Q 2 0 1 8 ® GROUND ROD WITH ACCESS PROPOSED #4 SOLID TINNED BCW BURIED GROUND RING ■ COMPRESSION TYPE CONNECTION > � Southold Town x PROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER. (TYP.) B • EXOTHERMIC WELD TYPE CONNECTION r N q Planning Board —G — #2/0 BTS COPPER CONDUCTOR BOND SQ BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR BURIED GROUND CABLE Z E 3a�x BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING ® INDICATES CODED NOTE E_ o a o 2 WITH PROPOSED #2/0 SOLID TINNED BCW(TIP. OF (2) PLACES). 7 QBOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING WITH #2/0 SOLID TINNED BCW (TYP) 2 3 Qg BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING G-3 G-3 SUBMITTALS WITH #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES). 12 g I O/14/19 DESCRIPTION REVo510N �"• `� + +t/US/+! RPER PI ➢ 1 BOND PROPOSED GROUND RING TO COMPOUND GROUND •_._�•--��,i ,'-'• 10 SYSTEM WITH #2/0 SOLID TINNED BCW (TYP OF (2) PLACES) i } L+s/+e RMS REwsm PER PIERERYrr rt z BOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING 10 WITH #2/0 SOLID TINNED BCW AS REQUIRED . h. x p BOND PROPOSED GENERATOR TO PROPOSED GROUND RING 'n% ` - 11 WITH #2/0 SOUD TINNED BCW AS REQUIRED. �r , ' x ---_._'_ 12 BOND PROPOSED PPC CABINET PER MANU SPECSTT; i i I, Irl 'I i�i I �fI I1• !{ 1 { f o o O 13 NOT USED 1�_ f j ° ocPr n�h iaPo REV610N5 11E ZONING Lops 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS 7 loPs CONSOE GENERAL GROUNDING NOTES: r_ I it j` ail ,�1H I! j if ,{ i 1 sPROJECT NO saa-002 lii` Ilil ') i ;Ili ' Ic ? i I;; {; �1;1('fI ;i I r n= T 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: DRAWN BY. BMM FOLLOWS- 4 ^0.I I 1 I 1 I 1 it !I II} 7 ' Il r — #2/0 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD MPS .n F` i' 1 T �r - - -,,TO RODS OR GROUND RING r 1)I 1 T - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE). SANDED CLEAN, S yO� 'COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE °i.�' 1 1 I TF ( e' J/ !I 1 I ,!: II : IIS CONTACT. ALL LUGS SHALL BE COPPER NO ALUMINUM SHALL BE a * I PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL ~i• I t i f I. i {�� CONNECTIONS FOR GROUND CONDUCTORS USE STAINLESS STEEL HARDWARE THROUGHOUT � 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN I 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NOef METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 01096 3 CONDUCT MEGGERNTATIVE WILL TE T PRIOR TOSPECT BUR BURIALTHERMIC MAXIMUM WELD EOHMS D 11 14 RpF �S19NP� RESISTANCE IS REQUIRED. B 9 AL SEAL 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. THIS DOCUMENT IS THE CREATION, 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. _ DESIGN,PROPERTY AND COPYRIGHTED "-- — AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND WORK OF T-MOBILE.ANY DUPLICATION NO GREATER THAN 90 DEGREES. �� \ OR USE WITHOUT EXPRESS WRITTEN BAND ANTENNAS&Pff AfOUNTS CONSENT IS STRICTLY PROHIBITED 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, �� TO SL:CTAR GROUND BAR PER EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE MANUFACIURIR S SPEG7f1CA71ANS NOTE•IF DRAWINGS ARE 225c34',USE (� OF EACH SEC7W) GRAPHICAL SCALE ANDIOR 112 TIMES 7. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS DO NOT �\ /f i� OF THE NOTED SCALE EXOTHERMICALLY WELD TO CONDUITS. " 1 GROUNDING SITE PLAN �; NORTH - SCALE NOT TO SCALE J; `t SITE NUMBER: 8. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN I L113882D - THE GROUNDING SYSTEM IS COMPLETE THE CONSTRUCTION MANAGER �����® ®� SITE NAME SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING 1, 't;` ORIENT AT&T TOWER 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. �r, PRGPG-VD S£CTAR GROUND 40200 MAIN ROAD 15'-0"). PLANNING '���� \� ��' BAR(TYP. OF EAL7T SECAW) ORIENT,NY 11957 10• BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, / SHEET TITLE TINNED, SOLID COPPER CONDUCTOR IN PVC. CONNECT BAR END WITH 2 TOWN Of SOUTHOLDIWAS HOLE LUG, AND 'CADWELD" THE OTHER END TO THE EXTERNAL GROUND _ �� BANG MIF Tn SECTOR GROUND BAR GROUNDING & �-� PFR MANUFACTURERS SPE(7P7CADONS ROD. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF DAIM ��I ( �� CT�) POWER THE TOWER PRIOR TO THE COAX BEND r DIAGRAMS -�12. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE � � 2 ANTENNA GROUNDING PLAN SHEEP 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-1I 4 m 2 S/S NUT HEAT SHRINK e� © ® ®bfle S/S BELLEVILLE (CLEAR) r-roma Noer—TLLC 7/16" 3/4 0 0 o ]500 SUNRISE HIGHWAY WASHER--\ Q 1" GREAT RrvERNvttr39 2' o o u o o — — MIN 1/4" D o o�o 0 o o G D - MIN COO{ 3 (Do o o 1 S/S FLAT WASHER ABE v o o VfONOm LN LEGEND EE COPPER BUSS 7� dz 1 TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON INSTRUMENT CO., HARGER TGBI1442OM, OR S/S FLAT WASHER EQUIVALENT. HOLE CENTERS TO MATCH G G 2. NEMA DOUBLE LUG CONFIGURATION NO NOT Q o u 3. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR HARGER EQUIVALENT S/S BOLT (1 OF 2) DISCONNECT U— o 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO 3015-8 OR EQUIVALENT. 7 5. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO CAT NO. A-6056 OR HARGER EQUIVALENT NOS: 6. 5/8-11"x1" H.H.0 S BOLTS, NEWTON INSTRUMENT CO. CAT NO 3012-1 OR HARGER EQUIVALENT ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE z NOTETREATED WITH T&B KOPR-SHIELD CP8 ANTI-OXIDATION "DO NOT DISCONNECT" 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC GROUND BARS COMPOUND TAG ON ALL GROUND BAR SUBMITTALS 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO CAT. NO. 2106060010 OR AS NTERCONNECTS GATE DESCRIPTION REVISION HARGER TGBI14420M. Ge/u/le FOR PERM o 12/05/18 REVISED PEA PUTFORr 1 GROUND BAR /'4- EQUIPMENT GROUND CONNECTION 1i/lvne REVISED PER PERNR Z SCALE' NOT TO SCALE - SCALE' NOT TO SCALE olvk /-I,TIN COATED - SOLID S/S FLAT WASHER (TYP.) FROM 7/8P0 ANDJUMER QUIRED RGER ( WHEN COPPER BUSS BAR 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP.) SOLID COPPER LUG (TYP_) NOTE. MINIMUM OF WEATHERPROOFING DEPT DATEIwP•D REVISIONS 3 THREADS TO BE KIT, ANDREW (/221213 RCE RF YM VISIBLE (TV.) (TYP ZONING OPS cONsm SITE AG STANDARD ANDREW GROUND KIT (TYP.). SEE NOTE PROJECT NO 544002 S/S FLAT WASHER (TYP.) D BMM r,,KEP MPS ANTENNA CABLE (TYP.) S/S NUT (TYP.) C� /_�2 0f3� S/S SPLIT WASHER (TYP.) NOTE: DO NOT INSTALL CABLE GROUND #6 AWG KIT AT A BEND ALWAYS DIRECT y� GROUND WIRE DOWN TO CIGBE 1 c I CHERRY INSULATOR { ' Lu INSTALLED IF REQUIRED GROUND BAR aw l NOTE- (CONTRACTOR Q �G 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. SUPPLIED) 11096 �r 2) COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION OFFS, INTO LUG BARREL AND CRIMPING. #2/0 AWG GREEN INSULATED 3) APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS TO GROUND BAR AS IONAL SEAL PRIOR TO MATING AND BOLTING. APPROPRIATE 2 GROUND LUG 5\CONNECTION OF GROUND WIRES TO GROUNDING BARS ® ANTENNAS THISDOCUMENTIANHECREAIGHT DESIGN,PROPERTY AND COPYRIGHTED SCALE- NOT TO SCALE SCALE: NOT TO SCALE WORK Of T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED #6 AWG FROM ANTENNA CABLE GROUNDKI NOTE.RAPHIC LSCAL'INSARE22'f2TIMES x34',USE EQUIPMENT 12" APPROX. GRAPHICAL SCALx34.USE E ANO/OR I2 TIMES 01 2" 6" OF THE NOTED SCALE. 2 1/2- 0 MAX. SITE NUMBER: GROUND BAR TO BE ANTENNA _ _ _ L113882D MOUNTED ON WALL OR CABLE ------ ON ANTENNA TOWER +�tOY SITE NAME I I ORIENTATBT TOWER ®M WEATHERPRCABLEWAVEOOFING I LCABLE GROUND KIT40200 MAIN O O OO O O O O O NNG WEATHERPROOFING KR ORIENT,NYR 957 QO OQ OQ O 0 0 O O O O O O� #2 AWG STRANDED COPPER GROUND 0 O TOW14 Of S ®L.ii+ WIRE (GROUNDED TO GROUND BAR) -^ �� SHEET Tf11 E TINNED, SOLID COPPER ` (STANDARD CABLEWAVE GROUNDING KIT) 't(viu BUSS BAR, HARGER Cc> GROUNDING M8114420M GROUND TWO HOLE LUG, TO DATE ��Z$�� '' TO ANTENNA CABLE l.0 DETAILS -, BAR OR EQUIVALENT BE USED TO CONNECT NOTE: DEC 4 Q 2018 TO GROUND SYSTEM \ DO NOT INSTALL CABLE GROUND KIT AT A BEND AND CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) NOTE: ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR Southoid Town SHEET NUMBER� OR EQUIVALENT ON ALL-LUG CONNECTIONS Planning Board 3 ANTENNA GROUND BAR ��CABLE GROUND KIT CONNECTION G-2 SCALE: NOT TO SCALE - SCALE: NOT TO SCALE T --,-Mobile TH T— SEHIG l I i I l T I AY GREAT_ER VE0.NY tw39 /- � TYPE VS TYPE TA TYPE HS TYPE SS TYPE PT v of �o rn NOTE.ERICO CADWEID'MOLD TYPES'SHOWN HERE ARE EMPtES CONSULT 4 WITH PROJECT MANAGER FOR SPECIFlC MOLDS 7O BE USED FOR THIS PROJECT. �Z�m OI o o D � - O TYPE 2-YA-2 3.2 o'� Io � ;¢OLL TYPE CT TYPE HS TYPE 1U TYPE n TYPE YA-2 SUBMITTALS DATE DESCRIPTION REVISION m/1!/18 MR PFRMR 0 EQUIPMENT GROUND CONNECTIONS 4 DETAIL NOT USED 13/o5/1s R SM PO PIATTORM 13/13/18 REMSEO PER PERMR 3 SCALE: NOT TO SCALE — SCALE. NOT TO SCALE COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE '=1 11=1 11=1 11=1 I 11=1 11=1 11=1 11=1 11=1 i'— '—III—III—III I I I=1 11=1 I I-I i I— ' DEPT DATE MP'O REVSIONS 1n —�11-I I II I II I Ili III II I I RF MAR. 01 11 ZONING 3o Tn EXOTHERMIC WELD ops W CONSTR m y. 8" DIAMETER sRE w_ w SCHEDULE 40 PVC ROUND RING `D2/0 AWG BCW PROJECT NO. 544-002 o DRAWN BY BMM co" 4" OF LOOSE GRAVEL CH MPS 1" WIDE SLOT CUT SMOOTH FOR GROUND RING. EXTEND S, ST&V GROUND ROD NOTCH 2" ABOVE CONDUCTOR C/) z � T2s �6- 7109 `� jORo Ifo P SEAL 2 INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED SCALE. NOT TO SCALE — SCALE: NOT TO SCALE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOSILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED aGRADE w �� NOTE:IF DRAWINGS ARE 22Jc34',USE cL Eno m "PROVED BY n E C � 11 V E GRAPHICAL SCALE EDANDIORSCAT V2 TIMES 111 IIJJ VVV OF THE NOTED SCALE 'o EXOTHERMICWELD 13 U SITE NUMBER: PLANNING WARD DEC 2 0 jfn L113882D .� ^ r�/��®® SITE NAME GROUND RING 2/0 TOWN OF $OUTHQLi SOUt1>oldT ORIENTATBTTOWER BTS COPPER CONDUCTOR 40200 MAIN ROAD ann+n9BORIENT,NY 11957 (OR MATCH EXISTING — CARRIER GROUNDING) DATE \' aTE 9 1,L D�y SHEET TITLE GROUND ROD COPPER CLAD STEEL 5/8"000'-0" LONG GROUNDING DETAILS SHEET NUMBER 3 GROUND ROD DETAIL s DETAIL NOT USED G-3 SCALE: NOT TO SCALE — SCALE: NOT TO SCALE CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: "1" ®bile® 0T—MOBILE 6102 EQUIPMENT CABINET CIGBE COAX ISOLATED GROUND BAR EXTERNAL RECEPTACLE 1 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE Tisoosu Asewc wnr" SST SELF SUPPORTING TOWER LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND G0.EAT 0.1VE0.N tt)]9 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 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 d 2 m BFG BELOW FINISH GRADE o „ QNEW FIBER SERVICE — PROVIDE (1) 2" PVC CONDUIT FROM EXISTING � INDICATES CODED NUMBER RIGID ABOVE GRADE PROVIDE 36" SEPARATION BETWEEN FIBER DEMARC TO PROPOSED PPC CABINET. (PENDING COORDINATION W/ WTH UNDERGROUND POWER AND TELEPHONE CONDUITS SUPPLY8 WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDE I—I i mz I_r SAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG g PROVIDE (2) 2" PVC CONDUITS FROM PROPOSED 200AMP PANEL TO CAB CABINET ENTIRE LENGTH OF UNDERGROUND CONDUITS 3a C CONDUIT QS UTILITY POLE 3 ALL CONDUCTORS SHALL BE COPPER NTH THHN/THWN 5 PROPOSED CABINET FOR POWER AND TELCO CONTRACTOR TO VERIFY W ¢5INSULATION CONTROL CONDUCTORS SHALL BE STRANDED, o CONDUIT AND WIRE SIZE. SS STAINLESS STEEL G GROUND POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10& #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES L 7 PROPOSED METER ENCLOSURE AND MAIN DISCONNECT SWITCH MOUNT AWG AMERICAN WIRE GAUGE _ TO 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 DESCRIPTION REVISION t�7 T—MOBILE 20DAMP PANEL (1) 2-SCH. 40 PVC CONDUIT WITH (3) IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND os/)A/te M pERRR G 3/0 & (1) #2 GND CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. 1 ENGINEER IMMEDIATELY ta/os/In AEV6m pm PIATEGRN —� I I 12/u/18 REVISM PEA PERYD 2 6 ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF PROPOSED APU (GENERATOR). �� ., --___% CAPS NOT DUCT TAPE QPROPOSED 1" LIQUID TIGHT CONDUIT W/ CAT5 ALARM CABLE & NEW / �'' 7• PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE 9 2" LIQUID TIGHT CONDUIT W/2/0 TELCOFLEX CABLE AND POWER CONDUIT / f PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 10 PROPOSED (18) COAX CABLES ROUTED FROM PROPOSED 6102 ; UTILITY REQUIREMENTS. CABINET TO PROPOSED PANEL ANTENNAS DEPS WTE MP•D REVISIoNs `\ RFE 2 1 1 2aNiNC ops l 1 1 11 CaNsfR SIZE AC PROJECT NO 514-002 DRAWN BY 8MM � o CHECKED MPS 1 14/,� 1 10 1 1 1 —�-E o o - 0 it �� NPS A"ROVED $Y P 1 1 11 I 1 THIS DOCUMENT IS THE CREATION, L`—_ �--- ---- I 1 PLANNING BOARD DESIGN,PROPERTY AND COPYRIGHTED l I i WORK OF T•MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN i I I I CONSENT IS STRICTLY PROHIBITED TOWN OF SOMHOLD DATE IF DRAWINGS ARE 225x34,USE D/x►TE GRAPHOFF111SCALE AND/OR W 1E OIED SCALE.TIMES SrTE NUMBER: L113882D SfTE NAME: ��\. ✓� _ _— -- __� I ORIENTATBTTOWER /f ~✓ 1 c ; ; ` 40200\ l ORIENMA�11957 ROAD SHEET TTTI_E 1 ID EVE '� CN ELECTRICAL SITE PLAN DEC 2 0 2098 x SHEET NUMBER \ELECTRICAL SITE PLAN LSouthold Town „ — SCALE: NOT TO SCALE Planning E-1 .+E.NORTH 3500 SU RISEH+GHWAY C GROUND CONNECTOR - UL GREAT-R-11- LISTED SEE NOTE 2 BELOW NOTE' (SIZE AS REQ. FOR CONDUIT) RIGID STEEL CONDUIT CONTRACTOR TO WALL MOUNT THE PPC CABINET WITH 1-j" ' COUPLING GENERATOR RECEPTACLE (TO DEEP HORIZONTAL UNISTRUT (TYP. OF 2 MIN) ANCHORED 00 \\\ 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 SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ CAUTION ELECTRIC LINE GRADE BURIED BELOW V p�aa�aaaQaa aaaa=:a®aa R �FMATCH EXISTING GRADE PVC SCHEDULE 40 L ++ I I O FRONT AC Z a u SIZE AS SHOWN ENCLOSURE _ � ON LAYOUTS i i i 4 i i III-._' ; ._: ='_-- ��'-"-: 1 i-- _i � �¢o� + ' FRONT TELCO ENCLOSURE - I +I--- _` III 1h 1 1 f + T..._ + PRIMARY BREAKER 11� I I I ASSEMBLY RIGID STEEL CONDUIT f —� _ =,+ COMPACTED SUBMITTALS RIGID STEEL TO + AC POWER -' BACKFILL DATE DESCRIMON REVISION PVC ADAPTER ENCLOSURE TELCO _—ljj __ ENCLOSURE De /te row PERMIT o 12/OS/1. RMSED PER P1AMRM 1 12/13/1. RMSEO PEA PERMIT z TELCO CONDUIT NOTES 1 1 1 1 '�'�' '' H I I 5-1/4` 5-1/4' 2 PVCPOWER CONDUIT 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL. O o O o O o o i _ Q--Q -� �� 17-1/4 2. ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE NTH ASTM A123 G90 AFTER FABRICATION. SIDE VIEW EW 3. FIELD ABRASIONS SHALL BE TOUCH UP PAINTED WITH ZINC RICH FRONT VI GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780. NOTE NOTES NUMBER AND SIZE OF CONDUITS MAY VARY. SEE DWG El FOR DEPT WE APP-0 RM NS 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 RU WITH UTILITY COMPANY RF" PROOF CAPS. DO NOT USE DUCT TAPE. 2. AC POWER ENCLOSURE. 200 AMP, 208/120V, 30, 3W W/ GROUND. 200A/2P MAIN CIRCUIT BREAKER. ZONING 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED OPS 5. PROVIDE 200LB. TEST PULL WIRES IN EACH TELEPHONE ANDcoNsm POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL 4. ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0' FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL StrE Ir- UTILITY COMPANIES AND AHJ. 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 C MPS UNDERGROUND CONDUIT STUB—UP 2PPC DETAIL 3 CONDUIT TRENCH DETAIL y SCALE• NOT TO SCALE -- NOT TO SCALE - S7F f� SCALE NOT TO SCALE CONTRACTOR NOTE- F w J CONTRACTOR TO VERIFY THAT THE CONDU S ) LU AND WIRE SIZES ARE ADEQUATE FOR THE PROPOSE LOADING IN ACCORDANCE WITH N AND INCLUDE ELECTRICAL UPGRADES IN THE TO EXISTING SERVICE SCOPE OF WORK AS REQUIRED. �* M f 200A-2P I L SEAL (3) J4 k (1) #813 PROPOSED ELECTRIC METER O IN 1-1/4' CONDUIT THIS DOCUMENT IS THE CREATION, APPROVED •Y DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE PROPOSED MAIN BREAKER I PLANNING BOARD CONSENT WITHOUT YPROHIBI SS EDN I NOTE IF DRAWINGS ARE TOWN OF SOMOLp BOA-2P PROPOSED GRAPHICALHENO NOTEDANDIOR E TIMES OF THE NOTED SCALE MANUAL TRANSFER SWITCH I O2� � 6102 DATE � �g�Z SITE NUMBER: CABINET LI13882D GENERATOR RECEPTACLE SITE NAME SITE AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 I I PROPOSED 200A PANEL - ----------------------------------- SHEET TITLE (� SERVICE GROUND PER NEC PROPOSED BOA-21F BREAKER, U -� IN E ELECTRICAL _ SEE CONTRACTOR NOTE � �+ a DEC 2 0 2018 DETAILS SHEET NUMBER NOTE: Southold Town INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDYPlannln Board FOR THIS SITE. CONTRACTOR IS To VERIFY EXISTING 4 POWER DIAGRAM 9 E-2 ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE - SCALE. NOT TO SCALE EXISTING INCOMING SERVICE CAPACITY. ALL ELECTRICAL INSTALLATION IS TO COMPLY WITH NEC, ADOPTED VERSION. T ® ©Mobile —GUILE NORTH—T LLC 35oo SUNRSEHIGMYAY G)R\EVA^TRNER NY"M VV 2 d>z— Z z aim Z o SUBMITTALS DATE DESCRIPTION REVISION 05/14/18 NR PEIIYIT 0 12/05/18 REM M PFA P1 7ORM 1 12/13/IA REMSM PFA PMWIr Z DEPT GATE APP-D REMNS RFE RF MAN ZONING OPS CONSTR SITE AC PROJE 544-002 D MM C M CONTRACTOR TO VERIFY LATEST PLUMBING DIAGRAM WITH FINAL T—MOBILE RFDS c � 1 a� Q710 Q PROFESSIONAL SEAL AROVED 11Y r 1 THIS DOCUMENT IS THE CREATION, T DESIGN,PROPERTY AND COPYRIGHTED KAN ry■INGWA� WORK MOBILE.ANY DUPLICATION OR USEE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED TOWN OF SOUMOW NOTE:IF DRAWINGS ARE 225T34',USE GRAPHICAL SCALE AND/OR 112 TIMES DATE OF THE NOTED SCALE. 1 C1 Sr E NUMBER: SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEEP TITLE DEc f� Q �p (� COAX/FIBER L� !1 U L5 � PLUMBING DIAGRAM DEC 2 a 2018 SHEEP NUMBER COAX/FIBER PLUMBING DIAGRAM Southold Planning Board E-3 NOT TO SCALE ELECTRICAL NOTES: CONFLICTS QUALITY ASSURANCErn WORK INCLUDED CLEANING RACEWAYS PENETRATIONS L THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS 1 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, CONT'D0000 0 1 INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PLANT SERVICES 1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE 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 SITE BEFORE ORDERING ANY E.c�,Fe wu■.1eA.E«c WORK. PASSAGE OF ELECTRICAL RACEWAYS• TO BE PROPERLY MATERIALS OR DOING ANY WORK NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE Esoo suNRisE N,cmvAr OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO -1-SHALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY SEE "CODE COMPLIANCE"T-1 GREAT RNER NY 1189 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 ADMINISTRATION 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 1 BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR �� 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 WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE ^^W ILLUSTRATIONS 1. CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING, CHANNELING, CHASING OR DRIWNG OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS PROJECT THIS PROJECT MANAGER WILL DEVELOP A MASTER -o 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 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 THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK SUBMIT A BAR TYPE PROGRESS CHART, NOT MORE THAN 3 2 rn 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 CODPERAT10N TO OTHER TRADES WHERE WORK WILL BE 8'-0', 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 e 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 EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED 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 PENETRATIONS THROUGH POST TENSION SLABS, X-RAY EXACT INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH _ BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE 3 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 ESTABLISHED m o LL 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 FOR °ArE DESCRIP110N REVISION THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL. VOLTAGE. WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, ADDITIONAL DETAILS 4 CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF oe/1./1e IT.PEAW o TEMPORARY JUMPERS, CONDUITS, CAPS. PROTECTIVE DEVICES. EQUIPMENT AND SYSTEMS. PRIOR TO BID CONSTANT COMMUNICATIONS, SUCH ASA MOBILE PHONE OR A BEEPER THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE1]/ /1e aEws[n PER PUoo CONNECTIONS AND EQUIPMENT REQUIRED PROVIDE B PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2 ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE 1]/1]U/1e REMSEe PER PERPERMIT : M 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 ARRANGED PURPOSES. 3 ALL WIRE AND CABLE TO BE 600VOLT, COPPER, WITH THWN/ AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE 5 DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT 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 AT ALL TIMES CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY 1 PROVIDE ALL CUTTING. DRILUNG, ROUGH AND FINISH PATCHING 4 WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN NO RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER 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 6 PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE 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 INDICATED IN THE DRAWINGS. IT IS CONSIDERED SUFFICIENT DR WALLS FOR PIPING OR CONDUITFLEXIBLE IN SINGLE CONDUCTORS OR MULTI-CONDUCTOR i THE CONTRACTORS SHALL,AT ALL TIMES, KEEP THE SITE FREE OWNER FOR INCLUSION IN THE CONTRACT FURNISH AND INSTALL ALL CABLES CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH 7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND 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 EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1 BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECTAN OVERALL FLAME-RETARDANT, EXTRUDED JACKET AND RATED COMPLETION OF THE WORK. THEY SHALL REMOVE ALL RUBBISH 8 NOTIFY THE OWNER/PROJECT MANAGER IN WRITING NO LESS 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 THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER (TORQUE-TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL 6 WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS 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 INSURANCE AND BONDS eEPr DATE APP'° RMSIDNS 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 RFE SYSTEM ELECTRICAL CODE (NEC) AND LOCAL AND STATE ELECTRICAL 2 PROVIDE THE COMPLETE ELECTRICAL STEM FREE OF GROUND CIRCUITS A VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL RF FUN MAINTAIN, FOR THE DURATION OF THE PROJECT, ALL CODES FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH (FT) HOME RUN WIRE SIZE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER INSURANCE, AS REQUIRED AND LISTED,AND SHALL NOT 20N1N6 2. THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO 12 FOREIGN MATTER COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN aas 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 SPUSHED MATERIALS FROM cGNsm THE BUILDING 101 TO 150 NO 1 ADJACENT SURFACES ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES CON� E 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 RTHE OWNER REFER TO THE MASTER AGREEMENT FOR 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 REQUIRED INSURANCE LIMITS. 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 2.THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON DRAWN BY BMM 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 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 . CONTRACTOR MUST PROVIDE PROOF OF INSURANCE CHIC MPS WY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OWNER'S WRITTEN PERMISSION 1 ALL RECEPTACLES INSTALLED IN THIS PROJECT TD BE FOREIGN MATTER FROM WALLS. FLOOR, AND CEILING ABBREVIATIONS -NGINEER 2 WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE,WITH GROUNDING PIN SLOT CONNECTED TO B REMOVE ALL TRACES OF SPLASHED MATERIALS FROM (�s EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION ADJACENT SURFACES ADJ ADJUSTABLE IIEW OR RELOCATED EQUIPMENT IS SHOWN WITH SOUD UNES OR BRANCH CIRCUITING SUPPLYING EXISTING FACILITIES, DISCONNECT SWITCHES AND 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 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 SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION. SHUTDOWN NOTE SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPUED. 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 PROFESSIONAL BTS BASE TRANSMISSION STATION CC 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 MCSALd SPECIFICATIONS, AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CAB CABINET I W CLG CEILING MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED RELATED DOCUMENTS AND COORDINATION � 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 ANITE WINGS ARE CONT CONCRETE 1. / TO BE PERFORMED NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION INTERRELATED IN PERFORMANCE OF THE WO THE CONT OUS �\ ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, 2 ROUTE 500 KCMIL CU.THHN CONDUCTOR FROM THE MGB 4 DISCONNECT SWITCHES TO BE MANUFACTURED BY. CONTRACTOR MUST REFER TO ALL DRAWINGS ALL COORDI N ` OIA 2s 4✓= 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. A���0 B EA DRAWL F 07109'0 BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B SQUARE-D SHOP DRAWINGS A ELIC ELECT AL O pR k 01BY EACH SPECIFICATIONS. GROUNDING ELECTRODE CONDUCTOR (GEC) 5 PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE. 1 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIR AND E B VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3 MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR ,j ,t `�n ELEVATI N RESPONSIBLE FOR CORRECTNESS OF SAME EQUIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSION 1 INSTALL DISCONNECT SWITCHES WHERE INDICATED ON APPROVAL "t*41N 7�+M EQUAL 6 QUALITY, WORKMANSHIP, MATERIALS AND SAFETY TERMINATIONS, SIZED AS REQUIRED DRAWINGS. 2 ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND EQUIP- EQUIP NT THIS DOCUMENT IS THE CREATION, TIN 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 TH t.J OF /E�G�B�T}� EQUIPM NT GROUND BAR DESIGN,PROPERTYANDCOPYRIGHTED MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING. OWNER TO TOWN /•••/',�/+ EE?(IS PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS 3. FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR �cr V ✓ WORK OFT-MOBILE.ANY DUPLICATION 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 FLOOR OR USE WITHOUT EXPRESSWRTITEN 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 SUBSTIMiON GA GAUGE CONSENT IS STRICTLY PROHIBTTED WHICH ARE LISTED AND LABELED ACCORDINGLY. THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION ^� �/�1 Q'1/�� GALV GAUGE ED 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 SUBSTITU N l�vr GC GENERA CONTRACTOR SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NOTE:IF DRAWINGS ARE 225134,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 GRAPHICALSCJILEANDIORIIlTIMES 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 L� \ LONG OF THE NOTED SCALE. TRADE REQUIRED FOR THE WORK. INSTALL MATERIALS AND A EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND, TO WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS Ems) MAXIMU EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 PVC SIZE BE FURNISHED. WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, ` ECH MECHAN L SffE NUMBER: COMPLETED AND IN ACCORDANCE WITH THE APPROVED B EXTERIOR, ABOVE GROUND POWER CONDUITS TO BE GENERAL NOTES: PRODUCTS DEEMED N�ESSARYNBYITH OWNER,E MLTRA OR MFR MANpUFA URERH L113882D RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL (RGS). ACCORDANCE WITH CONTRACT DOCUMENTS C ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR, TO SAMPLES TO THE OWNER FOR APPROVAL IN UEU C CUT GROUN BAR C. PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT. INTENT SHEETS MIN MINIMUM SITE NAME: ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED 1. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS MTL METAL ORIENT AT&T TOWER 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 STEEL 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 TRU EXPLANATION THEREOF. G. MINIMUM SIZE CONDUIT TO BE 3"TRADE SIZE INDICATED OR SPECIFIED IN BOTH STORAGE 4 (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 GENERAL AND AND MATERIALS REASONABLY NECESSARY FOR THE PROPER SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE. THE RICHT H FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT j EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN@ 3 SFC POWER SQUARE FOOT CABINET ELECTRICAL TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT. CT. FrTLj_1 _[D o 0 THE CONTRACT DOCUMENT REMAINS SOLELY WITH I. CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE 4 THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE e SHT SHEETNOTES ARCHffECT/ENGINEER. CONTRACT DOCUMENT OR NOT. AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED. INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF 1T i DETAIL REFERENCE KEY SIM SIMILAR 4TEE J THE ROUTING B CONDUITS INDICATED ON THE DRAWINGS E THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED + _ I SS STAINLESS STEEL iUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC BEFORE INSTALLING ANY WORK, EXAMINE THE � YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT. WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TO COMPLETE THE WORK �� L = REFER TO STL STEEL DURING THAT PERIOD, MAKE GOOD FAULTS OR IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND 5 MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED ( L.LJ TOC TOP OF CONCRETE SHEET NUMBER THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES AND SHALL BE CONSIDERED AS PART OF THE WORK NO f�LI � DRAWING DETAIL NUMBER TOM TOP OF MASONRY OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS K ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE t 2 TYP TYPICAL MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A DIRECTED BY ARCHITECT. STEEL COORDINATE WITH BUILDING ENGINEER PRIOR TO RE 2 A-3 VIF VERIFY IN FIELD CHANGE ORDER N•1 ATTACHING i0 BUILDING STRUCTURE. �---- A-3 LION UNLESS OTHERWISE NOTED SHEET NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: ® o ®bfleo 1 ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL ',Soo suNRisE wcRwa LL� HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL GRFAi 0.1VEA NY—AY 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 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. O ) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND MEASURES ARE FUNCTIONING PROPERLY. POSTS WITH WIRE TIES OR STAPLES SOIL TI 6. UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WOVEN WIRE 14 GA 6" MAX. UNSATIMESH OPENING THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. . REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER FOUNDATION- CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION THEY SHALL BE OVER-LAPPED BY BIN AND FOLDED. FILTER CLOTH: FILTER X, MIRAFI }e BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 100X' STABIUNKA T140N OR EQUAL 2 z V 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER REMOVED WHEN 'BULDGES' DEVELOP IN THE SILT FENCE. MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME CORRECTED. GEOFAB ENVIROFENCE: 5 ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT PREFAB UNIT3- � 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 QUAUFIED PRODUCTS LIST OR EQUAL � o¢o STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED CUT AND FILL SLOPES. 7 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 5 -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND ESTABLISHMENT OF PERMANENT GROUND COVER. UPSTREAM SIDE OF FENCE DATE DESCRIPTION REVISION 11. THE ESCAPE OF SEDIMENT FROM THE SITE e9/ FOR PERYR D -BE FREE FROM CLODS OR STONES OVER 2-1/2- MAXIMUM DIMENSIONS +x/os/+em REYisED PEA�nORY + -BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL `o Z +z/+D/+e RMSM PEA PERYR x EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, I LAND-DISTURBING ACTIVITIES. Th B. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL SEEDING GUIDELINES: DIREON of FL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE o f FLOW PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN FINAL STABIUZATION OF ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED, SHALL BE N 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 WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 4". RECOMMENDED SEEDING DATES FOR PERMANENT VEGETATION SHALL BE BETWEEN / /III%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 GROUNDUNE PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED VEGETATIVE MEASURES SHALL CONSIST OF AN ANNUAL OR PERENNIAL RYE GRASS I ✓5 MSN SILT FENCE IS TO BE A TEMPORARY DENSITY- MENDED SEEDING E30. IN E DATESNTH NG FROM JUNE 1 THROUGH AUGUST 15 AND j r EROSIONCONTROL DEV/ 1, AND SHR SHOULD DER DATE wP'D REVISIONS SEPTEMBER 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS IIII STABILIZED. RF 1O1'' ZDNwa 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'� O� coxsra DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING BEFORE SPREADING COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A SITE� SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND REPRESENTATIVE SOIL SAMPLE AND SUBMIT TO A REPUTABLE SOIL TESTING LABORATORY PROJECT NO 544-002 SHALL BE OF THE SAME THICKNESS. FOR CHEMICAL AND PHYSICAL ANALYSIS. THE PRELIMINARY TEST IS NECESSARY TO DETERMINE THE REQUIRED INORGANIC AND/OR ORGANIC AMENDMENTS THAT ARE NEEDED 1. DIG TRENCH. D BMM 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS TO ASSIST IN ESTABLISHING THE SEED MIXTURE IN AN ENVIRONMENTALLY AND 2 LAY IN FABRIC TO BOTTOM OF TRENCH. C Y MPS REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ECONOMICALLY SOUND MANNER. THE RESULTS WILL GIVE THE COVER MATERIAL 3. BACKFILL TRENCH, COVERING FABRIC. \ TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME CHARACTERISTICS SUCH AS pH AND FERTILIZATION NEEDS. THESE RESULTS SHALL BE �TEI/ THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. KEPT ON-SITE B THE CONTRACTOR AND AVAILABLE FOR RENEW BY THE COUNTY. �� F EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUSSILT FENCE DETAIL o s 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 r COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH 4 LIFT VIA BULLDOZER/BUCKET LOADER. USING THE INFORMATION FROM THE SOIL ANALYSIS, n ? APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED CAREFULLY CALCULATE THE QUANTITIES OF LIMESTONE AND PRE-PLANT FERTILIZER NEEDED 20 FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL. PRIOR TO APPLYING. PRE-PLANT AMENDMENTS CAN BE APPLIED NTH A BROADCAST AND/OR r 07109 F �` DROP SEEDER AND INCORPORATED WITH AN OFFSET DISK, YORK RAKE, AND/OR HAND RAKE. F 0�y9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE AFTER INCORPORATION THE PRE-PLANT SOIL AMENDMENTS, THE SEED BED SHOULD BE f Tf pss\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 s10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS D BY NOTED: �q F ONALSEAL TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. NNI 3 BOARD 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SEED MIXTURE THIS DOCUMENT IS THE CREATION, SPECIES/VARIETY LBS ACRE ;y�z DESIGN,PROPERTY AND COPYRIGHTED 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. iJ ',}T ap �,�¢ 1'# WORK OF T-MOSILE.ANY DUPLICATION f� OR USE WITHOUT EXPRESS WRITTEN 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE CREEPING RED FESCUE 20CONSENT IS STRICTLY PROHIBITED. TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK KENTUCKY BLUEGRASS 20 M f��/ZO 2_0r MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE PERENNIAL RYEGRASS 5 _ (// l FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. NOTE.IF DRAWINGS ARE 22W',USE GRAPHICAL SCALE AND/OR 112 TIMES GENERAL EROSION & SEDIMENT CONTROL NOTES: OF THE NOTED SCALE I. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SEED TIME AND METHOD U SITE NUMBER: HEREIN AND STIPULATED WITHIN STATE STANDARDS L113882D 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 MINIMIZE SEDIMENT LEAVING THE SITE. - AIR TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDING GROWTH. WEED apa SITE NAME: COMPETITION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE € ORIENT AT&T TOWER 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE GROWING SEASON. ADDITIONALLY, HERBICIDE USE IS GREATLY REDUCED. HOWEVER, SEEDING ear LIMITS OF LAND DISTURBANCE SHALL CLEARLY AND MAY BE DONE AT ANY OF THE ABOVE NOTED TIMES. ORIENT OR00 MAIN IENT, AD ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR 957 OTHER APPROPRIATE MEANS. 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SHEET TITLE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION MULCHING ------r��--� I - CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE NEWLY SEEDED AREAS SHOULD BE MULCHED TO INSURE ADEQUATE MOISTURE FOR SUCCESSFUL (� L V Ir u APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE TURF ESTABLISHMENT AND TO PROTECT AGAINST SURFACE MOVEMENT OF SEDIMENT-BOUND (J VV L Ll�_ GRADING A DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE AGROCHEMICALS AND SOIL EROSION. IF MULCHING PROCEDURES ARE NOT SPECIFIED ON PLANS, CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLY GOOD QUALITY STRAW OR HAY AT A RATE OF 2 BALES/1000 SQ FT. OTHER SEDIMENT NOTES ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES WRING CONSTRUCTION. COMMERCIALLY AVAILABLE MULCHES CAN BE USED. DEC 2 O 2018 ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES Southold TN4i-i SHEET NUMBER MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE PI311HIfi(3 803(4 DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS N-Z ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. © -MbbiRe GENERAL NOTES' FIBER REINFORCED POLYMER (FRP) NOTES: MASONRY CONSTRUCTION NOTES •+oelie HORrHcasr uc G SUWiISEHIGNNA GFEAT p�NY 11739 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 APPLICABLE) TO CONFORM TO ASTM A615 LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 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 APPLICATIONS 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 x o 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 g g MASONRY STRUCTURES. 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS n 3, ALL FASTENERS TO BE 1/2" DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, EXPERIENCED IN SIMILAR CONSTRUCTION. SPACED AT 12 INCHES ON CENTER MAXIMUM, U.N 0., 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. "+� 4 ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, •FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF 3 3 o LL 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 EXISTING BUILDING, U.N.O. GROUTED BLOCKS. 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND •FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN ALL CHANGES OR ADDITIONS SHALL BE 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 SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION GROUTED BLOCKS. AND/OR CONSTRUCTION 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 mrt 6 THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: MASONRY STRUCTURES. wTt ocson xcv SHORING, BRACING, TEMPORARY SUPPORTS, EIC. NECESSARY TO PROVIDE A COMPLETE AND STABLE cNe,1,a c 13 e o STRUCTURE DURING CONSTRUCTION TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE TOWER PLUMB & TENSION NOTES: �vGV�e fam�mn 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 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 3/8-16 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 8 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 aa� WE IAWOI RMSM 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE ,,,E 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 ,F N•W, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. HEIGHT SHALL NOT EXCEED 5 DEGREES. zoNIG 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT 8 WHEN TIGHTENING FRP SND/NUT ASSEMBLIES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT °Pi OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. =E W_ 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 EXPOSED STUD i. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE pRA VEB 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING B HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 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 n OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK: JOH 'r 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. ��. / NS�O 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: yo, • W SHAPES TO BE A992. Fy=50 KSI, U.N.O, 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY).• ANGLES, CHANNELS, PLATES ANO BARS TO BE A36. Fy=36 KSI, U.N 0. 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 � • 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 • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O c. MECHANICAL AND EPDXIED ANCHORAGES. -`' • BOLTS TO BE A325-X. Fu=120 KSI, U.N.O. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FlBERGRATE 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 E70XX 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. 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 PRO -SEAL B. 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. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT ]N ACCORDANCE WITH THIS DOCUMENT Is THE CREATION, • CMU BLOCK ANCHORS: ADHESIVE - HY120, U N.O. DESIGN,PROPERTY AND COPYRIGHTED • CONCRETE ANCHORS:ADHESIVE - HY150, U N 0. SECTION, THIS SHEET. THE APPROVED DESIGN DOCUMENTS. WORK OFT-MOBILE.ANY DUPLICATION • CONCRETE REBAR. ADHESIVE - RE500, U.N.O. OR USE WITHOUT EXPRESS WRITTEN 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING CONSENT IS STRICTLY PROHIBITED 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.N0. BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS. NOTE IF DRAWINGS ARE 2Z'04%USE RANGE RECOMMENDED GRAPHICAL SCALE AND/OR 12 TIMES 10, BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MAXIMUM ALLOWABLE ANGLE CUP OF THE NOTED SCALE. 11, MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. EDGE DISTANCE- CL'BOLT TO END 20-4.0 3.0 SITE NUMBER: EDGE DISTANCE-CL*BOLT TO SIDE 1.5-3.5 2.5 LI13882D CONCRETE CONSTRUCTION NOTES: BOLT PITCH - CV TO CV 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&T TOWER SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR �gOD CONSTRUCTION NOTES: 40200 MAIN ROAD REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER NINits BOARD 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 i f _ SHEET TITLET 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 •O `� CIF souni ` LPlarining SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND VALUE OF 1000 PSI MIN. U N.0 NOT TO ENCROACH ON BOLT HOLEGENIERAL REPAIR MATERIALS E APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING OATS Q7`z�l�o�® NOTES 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 FlRPROPOSED CONCRETE SURFACES. BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN U.N.O. r C 2 0 2018 SHEET NUMBER outhold Town Board S- Y � ` \ T MD014 XOPTXLG9T LLC 1 - V \ \ 1500 AINP6E IGHW�Y "' ' - ` \ \1 GMFAT RrvERNY 111]9 N m n \ p n m z\ EXlSTJNG RETAINING WALL zv—_ PROPOSED T-MOBILE RAISED 1 �-�- \ EQUIPMENT PLATFORM WITH CANOPY gg 7 \\ L SUBMITTALS / OnTE DESCRIPTION REASIRry om DATE IPD'R PE�KIOt6 WE coRm PROJECT\ 544-002 DRAWN BY.. VEB o CHEC BDA 30 EXISTING OTHER CARRIERS RAISED EQUIPMENT PLATFORM WITH CANOPY l ( \ y =r = EC I APPROVED BY $ft " PLANNING 80AM THIS DOCUMENT IS THE CREATION, DMGN•PROPERTY AND COPYRIGHTED TOWN OF SOUMOLD WORK OFT-MOBILE.ANY DUPLICATION OR USE WITHOUT CT DATCONSENT ISS STRICTLY PROHIBITED E NOTE•IF DRAWINGS ARE 27"x34",USE fid✓ - '�; ys� ?x `'` GRAPHICAL SCALE ANDIOR 1J2 TIMES OF THE NOTED SCALE. SITE NUMBER: L113882D S x SITE NAME ORIENT AT&T TOWER 40200 MAIN ROAD ORIF ORIENT.NY 11957 SHEET TITLE SITE PLAN 0 2018EXJSTINC MONOPOLE DEC 2 SHEET NUMBER 1 "J ` Southold Town Planning Board S-" L� bo a -Mobile T-YeIIL!NORiel119T LlC J500 SLe1RL5E IGI GRFATRNE0.NY i1- ITJY 1 S6 f 1 C I 12,_6 i C 7=6' y m m B 2z 1 �r y`v dd mTpu IB— p PROPOSED 1/2'DIA A307 BOLT(7YP) — Z PROPOSED ANGLE CLIP L4x4x1/4'(TTP) —� PROPOSED ANGLE CLIP L6x6x1/2'(TYP) _ SUBMITTALS PROPOSED ANGLE L041/4'(TTP) _ auc I ocscnmrwN aMsmN '.pl/lo wp"fm ftNM o PROPOSED HSS 040/8"(TYP) I I I o PROPOSED WIOx22(TYP) I I l LLL I I I o(yf. GRf[ M70 iMa6 wt 511 PROPOSED CANOPY(TYP) YtttLL _Ll1LLLLL.L LLLL4 I ZtYE� LLLL Ll Ll L LLLLLI .1LLI_LLLLLLLLILL I I I � m LLLLLL��LL��LL LL LLLL I I I ween. ''LL LL.LtAL i-L PROJECT NO: 544-002 DRAWN BY. VES e o CHEC BOA i I I R QF I I I o it / , 0 m PROPOSED VERTICAL HSS (� Z 40.318'(TYP) o 0 mjq _ ot I 1 E C� 0 0 � I I a APPROVED BY M I I PLANNING`•N`ING BOARD THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY S 10 PROPOSED STAIRS /� (��y TM ! WORK OF T MO01 EAANYND�DUP�LR COPYRIGHTED TOWN Ll� JV�.,8��++ OR USE WITHOUT S(PRESSWRITTEN - �'J �r CONSENT IS STRICTLY PROHIBITED, I I [)AM -� /f�!J��� NOTE IF DRAWINGS ARE 22'k64°,USE 1 GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED SCALE. SITE NUMBER: 1 LI13882D S9 ' — — SITE NAME: ORIENTAT&TTOWER D 1 A A B 40200 MAIN ROAD S4 L J ORIENT,NY 11957 Cr, SHEET TITLE D E C EVy E PLATFORM ! DETAILS i DEC 2 0 2018 PLAN VIEW -- SCALE. NOT TO SCALE SHEET NUMBER Southold Town Planning Board S-3 12--4 1/4' T-A10HILH NOpTXIaeT LLC iloa HNX1i5E XxJNUT 3 11 1/8" 9=s 1/8' C T is E XT 1'.. PROP05E9 1/2"DIA A307 BOLT(TIP) e a �Ndb PROPOSED ANGLE CLIP L6x6x1/2' PROPOSED ANGLE L4x4xf/4"W17H (1)A307 BOLT AT EACH END(TYP) l J <IF PROPOSED ANGLE CUP L441/4'(TYP) " 0 PROPOSED HANDRAIL 2.373 I SDMwrtbSPROPOSED WR17CAL HSS O.D. 40 SCHED PIPE(TYP) m DATE ECREVJS* 4x4XJ/8'(TTP) n mmilso tango roll eevcw o fo n/ahe ros ome0es � O I N 7 S8 EF S9 � S9 S9 W E � - nar. aaE JAP"I eenseRs lot lm PROPOSED WYOx22(TYP) 1/ \ ` � :orlm / o ors PROPOSED VERTICAL HSSo o Carom 6x6x3/8'(TYP) (7ypJ PROJECT : 544002 PROPOSED STAIRS o S9 DRAWN BY: VEA S p (2) PROPOSED ANGLES L3x3x3/6" CHEC BDA TO FORM DOUBLE ANGLE(71P) r{+ 30H��SkO 5 O 14 PROPOSED 14 REBAR 77ES AT� ppRoVED BY � �g11� Q� O'4'O.C. (FIRST 1=0) (7V) A 091per PROPOSED(10)0 REBAR( ) r.LLAI� f�a NNIN V+iaOARO ,. THIS DOCUMENT IS THE CREATION, I It 11 1 11 list \� (�F DESIGN,PROPERTY AND COPYRIGHTED TOWN SOMOL® WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN PROPOSED 44 REBAR 77ES CONSENT IS STRICTLY PROHIBITED AT/=O'O.0 (TYP) DAM /Z��?�Ll�� l NOTE IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE ANDIOR 1r2 TIMES 1 PROPOSED f�-6'DIA OF THE NOTED SCALE S9 CONCRETE PIER (TYP) o ` SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM U L� DETAILS �t DEC 2 0 2018 SHEET NUMBER SECTION A—A so�tnola ToWT -- SCALE Nor To SCALE Planrrng Raard S-4 16'-10 1/4' FT. .3 m 13M(obIlle T MD¢IL¢NONTH¢�LT LLG G0.FAT WVET NY )l9 6=0' W-10 1/4` PROPOSED 1/2'DIA A307 BOLT(T)P) PROPOSED ANGLE CUP L&&1/2`(T)P) Z =a=m Lj— m m'Lm maLL 0 Z � PROPOSED VERTICAL HSS —� 4x4x3/8'(TYP) I �. cp SUBMITTALS WE I Kscp FTmu REVEM4 PROPOSED HANDRAIL 2.375 0.D. 40 SCHED PIPE(TYP) 81 o � I N _ (PEF S9 S9 E PROPOSED WIOx22(TYP) \ \ DEFT. we PFro I WAS045 PROPOSED VERTICAL HSS v o uMc 6x6x3/8'(7)P) p(Typ) 6 1 m cot srR \27- PROJECT g me.c o ,, O PROJECT NO W-002 (2) PROPOSED ANGLES L3x3x3/6' ` DRAWN BY. VEB TO FORM DOUBLE ANGLE(TYP) J h BDA 5 Jafl/�[ S9 GRADE r PROPOSED X14 REBAR RES AT 0=4'O.C. (RRSr 1'-0)(lYP) sow r 0911%1 PROPOSED (10)REBAR (�) APPROVED By PLANNING WARD THIS DOCUMENT IS THE CREATION, ESiCA PROPERTY AND COPY RIGIM PROPOSED'- REBAR 7)ES WORK OFT-MOBILE ANY DUPLICATION AT 1'-0`O.C. (TYP) TO � N OF [OUTHOLD OR USE WITHOUT EXPRESS WRITTEN 1�s�\ �r CONSENT IS STRICTLY PROHIBITED- PROPOSED 1=6'DIA o ®A �/�g��� NOTE IF DRAWINGS ARE 225x34",USE S9 CONCRETE PIER(TYP) o GRAPHICAL SCALE AND/OR I@TIMES (_> OF THE NOTED SCALE SITE NUMBER: LI13882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE (� �{ �(� E PLATFORM s Q !ice U u DETAILS DEC 2 0 2018 SNIFFY NUMBER SECTION B-B -- SCALE NOT ro SCALE Southo{d Town Planning Board S'S ® -m®bfle- T MOBIIB NONTNeA9T— SSW SUNBSE HIOIM'AY GPEAT PoYFA,NV Ife39 12'-4 114' . r, Y c N N d mZgm –1D' z v C ik PROPOSED 1/1'DIA A307 BOLT(TYP) i (Typ) 3 a LL LL— PROPOSED PROPOSED ANGLE CUP L64,1/2"(TYP)�� ° 7 PROPOSED ANGLE L001/4' KITH �,_ (1)A307 BOLT AT EACH END,(7 )- ° SUBMITTALS PROPOSED ANGLE CUP L4x4xl/4'(T?P) DATE ocscrM= ncwsom oe/DV,e csum rom Pfl4W ° PROPOSED VERTICAL HSS 4x4xJ/8'(TYP) w PROPOSED HANDRAIL 2.375 O.D. 40 SCHED PIPE(TYP) o M De➢e DATE JAPPD RedSxNS I j S9 S9 S9 '°E E E ee axe / ION3'y' DPS GDASTR PROPOSED W/0x22(T)P) / \ S rt AC. PROPOSED VERTICAL MSS P- IP PROJEECT NO: 544.002 &6x3/8"(TYP) (2) PROPOSED ANGLES LJxJxJ/8' �' DRAWN BY VEB m TO FORM DOUBLE ANGLECHECKED BDA e faF NE ss RrJOHN �, r (/ o 44 D 18 Ir �? PROPOSED R£8AR AES AT [10)AT9 PPROVED BY 0=4'D.C. FIRST P-07(TYP) PROPOSED l0 ����� ( )he WRACAL THIS DOCUMENT AND CREATION, DESIGN.PROPERTY AND COPYRiGFiTED REPAR(TV) WN Of SOUTHOLD WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT ISSTRICTLY PROHIBITED. PROPOSED#'4 REPAIR AES � ��� �aNOTE IF DRAWINGS ARE 22x34",USE AT 1=0"O.C. (TYP) GRAPHICAL SCALE AND/OR 12 TIME'\ OF THE NOTED SCALE. SITE NUMBER: f PROPOSED 1'--6'DIA J o SIfTE 882ED S9 CONCRETE PIER(TYP) o ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 � � � n n� �""��� SHEET TITLE i D ILLS t;U(� PLATFORM DEC 2 0 E DETAILS Southdd Town SHEET NUMBER SECTION C—C Planning Board -- SCALE NOT TO SCALE S-6 W-10 1/4- e ® -mobile° once rtonmeaar uc r soowNnisawarwnr 10=10 114' 6 O' cnewrwvaaNrnres R _ oil >-' PROPOSED 1/2'DIA AJ07 BOLT(TYP) (n PROPOSED ANGLE CLIP L6x6x1/2'(1YP) �n e z zzFm _ A�ob O Z PROPOSED VERTICAL HSS 4x4.YJ18'(TYP) r. I° SUBMITTALS 41 DATE I DE%CRIP110N Rmsioa aglat/18 nnxso iCH Pfl1EW 6 PROPOSED HANDRA2 2375 j "J0t"e " CpP 00 O.D 40 SCHED PIPE(TYP) W � o 1 h SS S9 S9 E �w E PROPOSED I410x22(T)'P) � amt_ tort uw RE.ssays 0 PROPOSED VERTICAL HSS1.-6. o ` o o &6016'(TVP) (2) PROPOSED ANGLES L'fxJxJ/8' (TyP} ops W FORM DOUBLE ANLL£(T)P) cmm :m w m o S 0 o ^ PROJECT NO' 544-002 S9 'a DRAWN BY- VES IN M CHECK BOA 510 PROPOSED STAIRS / fit.JOHN GRAOC f � PROPOSED/4 REBAR DES AT 1 0'-4'O.C. (mRST 1=0)(TVP} f1L . PROPOSED (10)18 VERTICAL 0911$ P� REBAR(TYP) APPROVED BY � PROPOSED REBAR nfS 'LANNING 160ARD THIS DOCUMENT IS THE CREATION, AT 1'-0'O.C. (TW) WORK OF T-M BI EIGN.PROPERTY AANY DDUND PUUCAT�ION TOWN OF SOUTHOLD OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED 1 PROPOSED 1'-6'DIA o CA L-�`Z�I �� S9 CONCRETE PIER(TIP) I ( NOTE IF DRAWINGS ARE R 112 I USE 0 GRAPHICAL SCALE ND/OR 1l2 TIMES OF THE NOTED SCALE a SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER tm 40200 MAIN ROAD ORIENT,NY 11957 E V E SHEET TITLE PLATFORM DEC 2 0 2018 DETAILS Southold Town SHEET NUMBER SECTION D—D Planning Board -- SCALE: NOT TO SCALE S-7 -7 TM OIL.HOHTHe-LLC 3=SUNRISEHIC AY CREAT FNEA H1'11))9 12'-8w a 4'-O" 2=8" J'-8- 2'-2' ^ o 7 V zZgd 00 3ny � o o 8 ®a - - - - -- - - - - - -- - — — o _ j) o _ —(EQUAL)--- I (� AL) (F AL) N PROPOSED ANGLE 1.04xJ/8-(M) I = - I - I I I cat: SU 'O S REIASION ce/m/m ssum o Ixrre/le roe couuo)rs 1 EY PROPOSED 19-W4-7J GRATING(TYP) PROPOSED W1Ox22(nP) I I I I I I I I 9 I I I s9 I I I •�• 1 ( I PROPOSED HANDRAIL 2J75 I I I R[rr ate Arra xEnsa� RT0.0. 40 SCHED PIPE(nP) I I o RT VM I I ms II I cccm I I e l s-E 59 I I I o I PROJECT NO: 544.0 LPC RAWN BY VEB ' CHECKED BY- BDA 16 I � NEW z I I pt,:J j . I I s11 I I 2 PROPOSED W10ICAL HSS 04xJ18 (nP) --- - ---- - ------- ---- - I I3 PROPOSED ( I o APP BY Sg H-FRAME I I I M 0 PtANMNG BOAR® _ S 10 PROPOSED STAIRS I I I I THIS DOCUMENT IS THE CREATION, i TOWID Of SOUTHQL D WORK PROPERTY NYDU�LICATI N I I ( WORKOFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN I I I rtp � TE fZg 1�Q CONSENT IS STRICTLY PROHIBITED. I ` A ( NOTE IF DRAWINGS ARE 22"x34",USE I ( a I I GRAPHICAL SCALE ANDIORII2TIMES S 1 1 OF THE NOTED SCALE. SITE NUMBER: ®o - - ---- --- - -.— o® L113882D o a oSITE NAME: (EQUAL) (EQUAL) hop ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SECTION E—E ; � -- -- ` SHEET TITLE rc SCALE NOT TO SCALE. PLATFORM � DEC 2 0 2018 DETAILS _ Southold Town SHEET NUMBER Planning Board S-8 N07E. BEAMS, CHANNELS, AND � � e ElMobikr3 ANGLES TO BE COPED AS NECESSARY. r�cune acanuaat uc PROPOSED ANGLE 440/8-(TYP) GPZA M i9 � G I I PROPOSED PLATE 8x4x1/4'(T)P) ` 1 ai•��'y��Zi.J w -t PROPOSED 1/2' DIA A307 BOLT(TYP) FF IF PROPOSED 2375'O.D. 40 SCHED PIPE, vc m 1O[ ;,f J? 4;.. _ 4'-O'LONG(TYP) PROPOSED VER11CAL REBAR(10)/8(TYP) T{+1 r�:`f O �Z^," O ' PROPOSED 3/4'DIA A615 GR 75 ANCHOR 2 Y 2b PROPOSED 2375'O.D. 40 SCHED PIPE, z m a O O o O KITH 2=O'EMBEDMENT(T)P) r. 6'4'LONG(TYP) < LL PROPOSED HSS 6x6x3/B' G PROPOSED CROSSOVER PLATE Z a H-FRA E DET I k SITE PRO 1 PART, SCXI-K(TIP) _ O O SCALE: NOT TO A E SUBMITTALS o PROPOSED PLATE 10x1Ox1' 0 , °ftI " O O PROPOSED 1'-6'DIA CONCRETE PIER upi/m svD 1n P.mQ O Iva/u ru m cam i 14' PROPOSED NOx22 0 .I FOUNDATION SCALE NOT TO SCALE -PROPOSED PLA 7F 4x4x3/8' PROPOSED 2.375'O.D. 40 SCHED PIPE, 114' 7 6'6-LONG(TYP) 114' ter. avc crn eenvaa arc RF wx 114'N zaim PROPOSED HSS 6x6x3/8' / PLATE TO W1 Ox 2 2 CONN � . �` PROPOSED 2375'O.D. 40 SCHED PIPE, At 4�-0'LONG(7)P) -- SCALE NOT TO SCALE �" PROPOSED PLATE 1Ox10x1' PROJECT NO: 544-002 DRAWN BY VEB _ —PROPOSED 1'-6'DIA C0NCRE7E PIER CHFC BDA GRADE PROPOSED CROSSOVER PLATE �F� joNN � S17E PRO 1 PARTS SCXI-K(TYP) PROPOSED HSS 6x6x3/8' a6r�c ?V PROPOSED 3/4'0!A A615 GR. 75 ANCHOR � y WITH 2'-0'EMBEDMENT(TYP) t�► 6 PROPOSED PLATE 4x4x3/8' a .I T 4' J (� 09118 c1' 5' PROPOSED 1/2'01A A307 BOLT(TYP)r_1 Q� PROPOSED PLATE 8x4x1/4'(TV) PLATE TO HSS CONN. -- SCALE NOT TO SCALE [' THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED PROPOSED ANGLE 4x4x3/8"(TYP) WORK OFT-MOBILE.ANY DUPLICATION Dr O� OR USE WITHOUT EXPRESS WRITTEN t CONSENT IS STRICTLY PROHIBITED. SECTION G--G Southold Town GRAPHICAL SCALE AND/OR 12 TIMES -- SCALE- NOT TO SCALE Planning Board OF THE NOTED SCALE PROPOSED 2375 O.D. SITE NUMBER: 40 SCHED PIPE L113882D 1 4' PROPOSED PLATE PROPOSED PLATE 3' SITE NAME: WER PROPOSED MOX22 PROPOSED MOX22 { 5 3/4x5 3/4x1/4' 5 3/4x5 3/4x1/4' ORIENT40200 MAINAT&T ROAD PROPOSED 2.375 O.D. 40200 MAIN ROAD 40 SCHED PIPE � © ORIENT,NY 11957 PROPOSED A36 ANGLE CLIP — PROPOSED A36 ANGLE CLIP PROPOSED 1/2'DIA L001/4'(BOTH SIDES) 0 L3x3x1/4' A307 BOLT(TYP) PROPOSED 1/2'DIA o SHEET TITLE PROPOSED 5/8'DIA PROPOSED 5/8'DIA A307 BOLT(TYP) A325 BOLT(TYP) A307 BOLT(TYP) PROPOSED W70x22 1 4' CONNECTION PROPOSED ANGLE L44.018- DETAILS /z\ SECTION F-F / 7 \ W10x22 TO W10x22 CONN. / 8\ W10x22 TO ANGLE CONN. HANDRAIL CONN. SHEET NUMBER -- SCALE NOT TO SCALE -- SCALE: NOT TO SCALE -- SCAI-E NOT TO SCALE SCALE. NOT TO SCALE S-9 r PROPOSED 1/2•DIA AJ07 BOLT(TYP) © -Mob le e T 4 PROPOSED C10x20(7V) 2'-s' I I I 1/4'N PROPOSED PLATE 6x2 3/41/4'(TYP) }" i PROPOSED HANDRAIL 2.J75'O.D. 40 r Yo$ SCH£D PIPE(TYP) I2z�.S mm I 0 SECTION H-H s Co 32 -- SCALE NOT TO SCALE b z I — — — — — PROPOSED C10x20(TIP) U o ro L1J cf) SUBMITTALS i Q DALE I DESCRIPTION MOWN 1 4' l u/a n• carte rm o I (Typ) ,yoyi� R,ca.an r 4 : PROPOSED HANDRAIL I I � 2.375 O.D. 4o SCHED I I PIPE(TW) 3 C1Ox20 TO C10x20 CONNECTION I -- SCALE NOT TO SCALE PROPOSE( I � 0 I I PROPOSED 19-W4-73 GRA77NG W/ 0500597 GRA77NGNCLIP wrz +rrro a4% I I PROPOSED 13/4'x3/16 BEARING BAR(TYP) PROPOSED 1/2"DIAMETER xa� W10x22(TYP} ac AJ07 BOLT(TIP) ors rxsanx WE M PROJECT NO 544-002 DRAWN BY. VEB CHECKED BDA 1r" (Trp) NE!y y ><t.Jo O ____ 4 GRATING DETAIL HIr I r� I I -- SCALE: NOT TO SCALE 111 U I I I I J � PROPOSED WlOx22 LI I J �Fa 09 1 1a�_ �C7 r PROPOSED AJ6 ANGLE CLIP ~ L6x3x1/4 (BOTH SIDES) r PROPOSED 5/8'DIA THIS DOCUMENT IS THE CREATION, 0A307 BOLT(TYP) OESICu'V,PROPERTY AND COPYRIGHTED I PROPOSED C10x20 WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS CONSENT ISS STRICTLY PROHIBITED N i I m 4 - I I NOTE IF DRAWINGS ARE 22"x34,USE Q © GRAPHICAL SCALE ANDIOR 12 TIMES n' 5 C10x20 TO W10x22 CONN. OF THE NOTED SCALE SCALE NOT TO SCALE SITE NUMBER: O rr L113882D 3,= PROPOSED ClOx20(TYP) I I x 6A. (� SrrE NAME: A PROPOSED W10x22 ORIENTATBTTOWER • � I I w 40200 MAIN ROAD (7)P) I I z Z PROPOSED PLATE lOx7x1/2" ORIENT,NY 11957 a Qi PROPOSED HSS 6x6x3/8' SHEET TITLE 'Z PROPOSED 5/B'DIA AJ25 BOLT(TYP) STAIRS Q DETAILS GRADE SHEET NUMBER STAIRS DETAIL /-6 \ SECTION J-J SCALE NOT TO SCALE -- SCALE NOT TO SCALE C` O 1 V 1 TaOq,lq NONTNlA•T LLC J'-00 SLf NgISE NIGlM1YAY -Mobile- T+gE�T gIVEq,Iff 11]]9 12t--6' - ROOFING TO BE 18 GA CORRUGATED STEEL, — 8' n, INSTALLED PER MANUFACTURERS SPECS —7npT ANCHOR TO PROPOSED TUBES AND ROOF PROPSED 3/8' THICK ANGLE BRACES {NTH 3/8'BOLTS 24'0.C. CAP PLATE(TYP) ' ^ L N pp p I � �_A m b mZ�m Z 3=5� -- L.7_ 2` 0 Z ' SUBMITTALS PROPOSED HSS 4x4x3/8" DATE DESCRIPTION REV.-4N COLUMN(TYP) no aJovi! qs" qq llww ! TT�xi! P!a mw�as PROPOSED 3/8" THICK BASE PLATE(TYP) SECTION 1-1 APPROVED BY I� U U Dm rom gD4In W Jim -- SCALE: NOT TO SCALEc-u PLANNING BOARD DEC 2 0 2018 TOWN OF SOVTHOUD Southold Town PROJECT NO: 544-DD2 Planning Board DRAWN BY. VEB DATE "7 1Zg f�D� — CHECKED BY. BDA NEW 3/8 EA SIDE �V� (L•10k�{/�O�/f- HSS4x4x3/8 ® BEAM Tr jyo 3/8' THICK 5/8"0(A A315-X THI CONNEC77ON PLATE BOLT(TYP) DESIGN,PR �GHTEID WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN SECTION B—B CONSENT IS STRICTLY PROHIBITED. 3L ' PROPOSED I1 WIOX22(TYP) TYP NOTE.IFDRAWINGS ARE 22"x34°,USE JIB-THICK 1/4 EA SIDE GRAPHICAL SCALE AND/0R 12 TIMES CONNECRON PLATE OF THE NOTED SCALE. PROPOSED 1/2"DIA 3" `� HSS4x4x3/8 11 A325 BOLT(TYP) BEAM LNUMBER: I13882D D PROPOSED HSS B - SITE NAME: 44018'(TYP) (T1P) _ B PROPOSED 1/2'DIA — ORIENT AT&T TOWER 40200 MAIN ROAD A325 BOLT(TTP) lll 914 PROPOSED PLATE � 3/8" THICK ORIENT,NY 11957 8x5 3/4x3/8'(TYP) — PROPOSED HSS CAP PLA 7E 1 1/2'OIA A325-X 4x4x3/8'(TYP) 1 BOLT(TYP) SHEET TITLE l/4' 1I PROPOSED 1/4 WIOx22(TYP) ® 1/4" I HS5040/8 COLUMN CANOPY 8 7/8' PROPOSED 3/6" DETAILS (1)P) THICK PLATE(TYP) SHEET NUMBER z BASE PLATE 3 BASE PLATE n BEAM TO COLUMN CONNECTION -- SCALE. NOT TO SCALE -- SCALE NOT TO SCALE -- SCALE: NOT TO SCALE S-11