Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
46885-Z
'�pe so�ryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd e0UN c," Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46010 Date: 03/02/2025 THIS CERTIFIES that the building Wireless Modifications Location of Property: 165 Peconic Ln Peconic, NY 11958 Sec/Block/Lot: 75.-5-14.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/16/2021 Pursuant to which Building Permit No. 46885 and dated: 09/27/2021 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: Modifications to existing wireless communication tower for T-Mobile as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: jAuto ize Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT x 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#: 46885 Date: 9/27/2021 Permission is hereby granted to: Town of Southold Attn: DPW 53095 Route 25 Southold, NY 11971 To: Modification to existing wireless communication tower: T-Mobile (3) new antennas, (3) RRU's, (2) Hybrid feed lines and (3) tie backs ( antennea frame stiff-arms) as applied for and per Planning Board approval. At premises located at: 165 Peconic Ln, Peconic SCTM #473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 9/16/2021 and approved by the Building Inspector. To expire on 3/29/2023. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO-COMMERCIAL $50.00 Total: $550.00 Building Inspector ho��oesoulyo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46885 Date: 09/27/2021 Permission is hereby granted to: Renewal Date: 12/02/2024 Town of Southold Attn: DPW Southold, NY 11971 To: Modification to existing wireless communication tower:T-Mobile (3) new antennas, (3) RRU's, (2) Hybrid feed lines and (3)tie backs(antennea frame stiff-arms)as applied for and per Planning Board approval. Premises Located at: 165 Peconic Ln, Peconic, NY 11958 SCTM#75.-5-14.2 Pursuant to application dated 09/16/2021 and approved by the Building Inspector. To expire on 12/02/2026. Contractors: Fees: Renewal Fee $275.00 Total 275 Building Inspector r- Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. April 22,2021 New Construction: Old or Pre-existing Building: (check one) Location of Property: 41405 Highway 25.Peconic P House No. Street Hamlet Owner or Owners of Property: Town of Southold Suffolk County Tax Map No 1000, Section 75 J- Block 5 Lot 14.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: T-Mobile Northeast Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 50.00 Highlander Consultants, Inc B : App scant Si e SOUIyOIo # * .TOWN OF SOUTHOLD BUILDING DEPT. ou 631-765-1802 9W. -.' -tNSPECTl0N [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. .- [. ] I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL tthf0(&S [ ] "FIREPLACE & CHIMNEY'.. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l } m_15 nwh (Y ,f-,VA 0m,nmk -kdu(t,,-:jp*8A DATE _.vo INSPECTOR NFINIGY8 January 27,2025 Town Of Southold—Building Department Town Clerk's Office Southold, New York RE: Building Construction Permit#46885 T-Mobile LI13281 Telecommunication Site 41405 Hwy 25, Peconic, NY 11958(aka:1165 Peconic Ln, Peconic, NY 11958) To the building official, Infinigy has performed a post construction review of the site referenced above. Infinigy issued the drawings for the aforementioned site and as such, we have conducted a final site review for the sole purpose of verifying that the installation was completed in accordance with the site plans. Based on our review of the signed and sealed construction documents for this site issued by Infinigy (Revision 1, 04/28/21),the as-built drawings and post construction photographs provided by the contractor,it is our opinion that the site was built in general conformance with the site plans as prepared by Infinigy. If you have questions or comments,please do not hesitate to contact me. Sincerely, of NEW y 94 Robert Baltar, P.E. t 41 ��'�FfSS14N�� E %C E V E D F E B 2 8 2025 Building Department Town of Southold MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so�ly P.O. Box 1179 JAMES H.RICH III �p� ��O Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY aQ 54375 State Route 25 MARTIN H.SIDOR Ol (cor. Main Rd. &Youngs Ave.) DONALDJ•WILCENSKI y'rou T`I,� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: February 28, 2025 Re: Planning Department Report T-Mobile Northeast Modifications/Upgrades @ Southold Animal Shelter 41405 NYS Route 25 (aka 165 Peconic Lane), Peconic SCTM#1000-75.-5-14.1 The Planning Board has found that the requirements of the above-referenced T-Mobile modifications and up-grades have been completed based on the site inspection made February 27, 2025. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department Report dated September 15, 2021; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. ® EC E 0 V E F E B 2 8 2025 Building Department Town of Southold FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) p, H C FOUNDATION(2Np.) ROUGH FRAMING:& y PLUMBING . INSULATION.PER.N.Y. H. STATE ENERGY CODE c � FINAL. Y ADDITIONAL COl ' OMMENTS, I li I-S x Fyr r v, V TOWN OF SOUTIHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. 0.Bok 1179 Southold,NY 1 1 97 1-0959 Telephone(631) 765-1802 Fax (631) 765-9502 htt s:/p /www.southoldto%�,iiny.gov Date Received APPLICATION FOR BUILDING PERMIT Fdr Office Use Only PERMIT N0. Building Inspector: ' Applicatiohs and forms.must be filled out in their entirety.Incomplete applicatl6t s will not.be.accepted. Where the Applicant-Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:Julie 11,2021 OWNER(5)OF PROPERTY: Name:TCown of Southold SCTM#1060-75:5-14.1 Project Address:41405 Route 25, Peconic, NY Phone#:631=765-1800 Email: Mailing Address:53095Rt25, Southold, NY 11.971 CONTACT PERSON: Name:Marie Russo Highlander Consultants, Inc., on behalf of T-Mobile Northeast LLC Mailing Address:155 Carleton Ave, East Islip, NY 11730 Phone# 631-881-8105 Email:mrusso@highlanderinc.com DESIGN i?ROFESSIONAI.INFORMATION: Name:WFC Engineering Mailing Address.12-01 Technology Dr, Setauket, NY 11733 Phone#:631-689-8450 Email:neil.macdonald@wfcaia.com CO N T RA0011 INFORMATION: Name:Cbmcell Construction Mailing Address:1373 Lincoln Ave, Holbrook, NY 11741 Phone#:631-654-5915 Email:mikeA a@com-cell.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition NAlteration ❑Repair ODemolition Estimated Cost of Project: (H other_gpgrade to existing telecommunications facility $65,000.00 Will the lqt be re-graded? ❑Yes ®No will excess fill be removed from premises? DYes E3No 1 PROPERTY INFORMATION Existing use of property:Police Dept&telecommunications Intended use of property:Police Dept&telecommunications Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to gav this property? OYes @No IF YES,PROVIDE A COPY. i i 91 Check 6ax After Reading: The owner/contractor/design professional is responsible for ail drainage and storm water issues as provided by Chapter 235 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for.the Issuanccz of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordlnadc0s or Regulations,for the construction of buildings, additions,al4atioiis or for removal or demolition as herein desaiw.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code:and regulations and to admit authorized Inspectors an premises and in building(s)for necessary inspections.False statements made herein are punishable as to Class A misdemeanor pursuant to Sectlon 210.45 of the New York state penal Law. i I Application Submitted By(print name):Marl uss'o ®Authorized Agent ❑Owner i Signature pf Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk } Marie Russo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is theAgent (Contractor.,Agent,Corporate Officer,etc.) of said owner or owners,and Is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application fil herewith. Sworn before me this dayof 20 1 Notary Public }QrA, �, PROPERTY OWNER AUTHORIZAT ON public.State of New York (Where the applicant is not the owner) rlo:l icoso 483 Qualified in 600lk mount Lai �A Ruslselll ry1S(Y residing at do hereby authorize.Msl+n P2iUS�U- QEAQ1V Q��dS1Su JCt 6 apply on my behalf to the To of Southold Building Department for approval as described herein. 01 Owner's Signature -��Date Sc CAB �e'A q rV1 Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING.DEPARTMENT Do you have or need the-following,before applying? TOWN HALL_ Board of Health SOUTHOLD,NY I I971 4 sets of Building Plans X TEL:(631)7654802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. CheckX Septic Form _ N.Y.S.D.E,C. - Trustees E r_ � •, f j j i �.O.Application X Blood Permit Examined 20 ; A� Single&Separate Truss Identification Form MAY 2 5 2021 Storm-Water Assessment Form Contact: Approved 120 PITS DF1ticr4>DEPT. Mail to:Mari.RussorH19WAndorconsultants,Inc. Disapproved a/c .. 155 Carleton Ave,East Islip,NY 11730 Phone:631-581-8105 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date April 22 ,2021 INSTRUCTIONS a.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 is 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 writing,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,119 ' ode,and re ulations,and to admit authorized inspectors on premises and in building for necessary inspections. T obi rthea C B . (Signature of up icant orname,if a corporation) 3500 Sunrise Hwy,Gr t 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 Town of Southold (As on the tax roll or latest deed) If applicant is a curporation,signature of duly authorized otlicer (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: 41405 Highway 25 Peconic House Number Street Hamlet County Tax Map No, 1000 Section 75 Block 5 Lot 14.001 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 Pollce Department and Telecommunications b. Intended use and occupancy Police Department and Telecommunications 3. Nature of work(check which applicable):New Building Addition Alteration-* Repair Removal Demolition Other Work (Description) 4. Estimated Cost5s5;000 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 NA Rear Depth Height Number of Stories Dimensions of same structure-with alterations or additions:Front NA Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front NA Rear Depth Height Number of Stories 9. Size of lot:Front NA Rear Depth 10.Date of Purchase NA Name of Former Owner 11.Zone or use district in which premises are situated Government Center 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO x 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Town o_Southold Address s3013 Rt z5.Southold phone No. °"'7Q8100' Name of Architect WFC Englawdrig Address 12-01 Tednt,,)M or,setauka�NPhone No831-689-8"S0 Name of Contractor Comcell construction Address I=U—"""•"`tmo%,"""' Phone No. °01O"i4 15.a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES 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 x *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 S OLK � /1 C� Q/AAher being duly sworn,deposes and says that(s)he is the applicant (Marne-of;KdiAdusi signing contract)above, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make-and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Q y of 202_L / _ 118 N eas L CLAIRE A.NOTO NOTARY PUBLIC,STATE OF NEW PORK COMMISSION#01 N06118838 Notary Pubic Signal of Applicant SUFFOLK COUNTY COMMISSION EXPIRES 11/22/20-'--" OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rjF S0(/r P.O. Box 1179 54375 State Route 25 O�� y�l Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) O Southold,NY � � Telephone: 631 765-1938 www.southoldtownny.gov �yenuo, D [E PLANNING BOARD OFFICE CEVE TOWN OF SOUTHOL) DD S E P 1 5 2021 MEMORANDUM BUILDING DEPT. TOWVN OF SOUTHOLD To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 15, 2021 Re: Planning Department Report T-Mobile Northeast LLC Modifications SCTM#1000-75.-5-14.1 - 41405 Rt. 25 (a/k/a 165 Peconic Ln), Peconic The Planning Department has conducted a review of the proposed modifications pursuant to §280-74 13.(2), and has'received a report from our Wireless Technical Consultant, CityScape, Inc. (see attached report). The proposed T-Mobile Northeast modifications are in compliance with the General Requirements of§280-70; therefore, we recommend a Building Permit-be issued for this in accordance with the Structural Analysis Report dated April 9, 2021 and the RF exposure assessment dated August 3, 2021 with the following condition: 1. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. RECEIVED Town ° Planning Board �� � U �� G)nsultants,'�-��� ����������w�� '�����°�, ° May 24,ZO21 �' - - ' Er � Building Department � Town ofSouthold ' — �6Y � c �O�1 PO8ox1179 '~~' � � ^.�. Southold,NY11971 TO"; -r —['POyT1 ' Re:Application for building permit Applicant:T4NobUe Northeast UI(U132Q1A) Premises:Town of Southold Cell tower 41405Rt25, Peconic, NY 11791 SCTM#:O1OU'75-S-14.1 De.n6in/yWodam: Endosed herewith you will lind the following in regEircl to the application for-a building permit for T' K8cb||etuupgr dehsexisti-i8fad|ityatthmabovo'namod |ooation: 1. Application for building permit 2. Application for certificate ofOccupancy 3. Application for ele-.-trical inspection noting the electrician to be determlned once building permit issued - 4. Filing fee check in the amount of$SUO.00 5. Escrow deposit in the amount of$4OOO.UO. 6. Certificates of Wotkers Compensation Inswance, Disability Insurance and Liability insurance for general contractor-, Com cell Construction, together with their lette-with the cost of constrUction 7. Four(4)sets ofsi8ied and sealed construcion drawings for T-K8obi|e Please advise if you need onythin8 further to process this application. ' Please send the building permit in the enclosed self addressed priority envelope. Thank you for your courtem`/and cooperation|n this matter. Very truly yours, L:Uss Cell Phone:S1G'Q1O'1117 155 Carleton Avenue,East Islip,New York /1710 Te.ep}u»De: (63}) 58}-8]05 Fax: (63}) 58}'@205 \ Town of Southold, New York Ckyscape TeteC.l2E16tt71unications Sits Review CON S U LTA N T S , I NC . Equipment Upgrade Applicatton 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 September 13,2021 Mr. Brian Cummings,Planner RECEI Town Hall Annex Building SEP 1 4 2021 53095 Route 25 Southold,New York 11971 southold Town Planning Board APPLICANT/PROVIDER: T-Mobile Northeast LLC SITE ID: LI13281A/Peconic ADDRESS: 41405 Hwy 25 (a/k/a 165 Peconic Lane) LATITUDE: 41°02'22.9"N LONGITUDE: 72°27' 23.5"W S CTM#: 1000-75-5-14.1 STRUCTURE: 130' Lattice Tower Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted by Highlander Consultants, Inc. on behalf of T-Mobile Northeast LLC ("Applicant") to modify its equipment on an existing one hundred and thirty foot (130') lattice tower. The tower is located at 41450 Highway 25, Peconic, New York, although in previous review reports, the address has been described as 165 Peconic Lane,see Figure 1. Verizon and AT&T also operate at this site. Support Structure&Equipment The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) panel antennas, three (3) Remote Radio Units (RRUs) and three (3) Tower Mounted Amplifiers (TMAs) mounted at the one hundred and fourteen (114) foot level on the tower. It is proposed to replace three (3) panel antennas and all three(3) RRUs, one each per antenna sector, see Figure 3. In addition,twenty(20) 1-1/14"coax feed lines will be removed, leaving six(6)remaining, and two (2) 6x12 Hybrid feed lines will be added. An existing 9x18 Hybrid feed line will remain. Furthermore, the antenna sector mounts will be modified by the installation of three (3) tie-backs, also known as antenna frame stiff- arms, one per sector. The tie-backs are meant to provide greater stability to the sector mounts. No ground equipment modifications will occur within the Applicant's ground compound, with the exception being that, inside the existing Ericsson 6131 base station cabinet, two (2) modules will be installed and one(1)module will be removed. Town of Southold—SCTM##1000-75-5-14.1 T-Mobile/LI13281A(Peconic) CkyScape September 13,2021 CON SULTA N •r s , l NC . Page 2 Structural Anal The Applicant submitted a structural analysis report prepared by Infinigy Engineering, dated April 9, 2021,based on ANSI/EIA/TIA-222-H, Risk Category II and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 88.4% of usage capacity (out of an allowable 105%) and the foundation would be at 75.1% of usage capacity (out of an allowable 110%). Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant. RF Exposure Safety To verify RF exposure safety, the Applicant provided a quantitative RF exposure assessment of the proposed installation based on mathematical worst-case calculations, prepared by Pinnacle Telecom Group dated August 3, 2021. The information provided within the study was found to be consistent with federal guidelines and takes into account the operations of the Applicant's proposed/existing facility and those of Verizon, AT&T and other radio facilities known to operate at this site. The street level analysis indicates that the maximum RF exposure level is only 3.87% of the general public MPE level, see Figure 5, thus meeting the FCC exposure requirements in ground-level areas that are unrestricted. All gates of the fenced-in compound should be locked at all times to prevent access by unauthorized persons. It is suggested to post an FCC-compliant Category 1 ("Information") RF exposure sign at the gate to raise awareness of a nearby RF energy source, but since the exposure level in unrestricted areas is far below the general public MPE level,this is optional. Summary The Spectrum Act, which is found within the Middle-Class Tax Relief and Job Creation Act of 2012 ("The Act") and administered by 47 CFR §1.6100 of the FCC Rules, states that a personal wireless facility collocation, modification or upgrade is considered an eligible facilities request if it meets six criteria, most notably (1) it does not increase the structure height by 10% or 20 feet,whichever is greater, (2) it does not involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower at the level of the appurtenance, whichever is greater and(3) it does not require any excavation outside the existing ground compound or leased area. 47 CFR §1.6100(c) fiuther states that if an application meets the criteria,the application should be approved and not denied. Cityscape has determined this application meets the requirements of an eligible facility and recommends approval for streamlined processing and administrative approval with the following conditions: • The facility shall remain secured and protected from unauthorized personnel. Town of Southold—SCTM#1000-75-5-14.1 ����� T-Mobile/LI1328IA(Peconic) September 13,2021 c o N s u I. T n N T s . I N c . Page 3 I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. Cityscape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, f B. Benjamin Evans Senior Project Engineer CityScape Consultants, Inc. Town of Southold—SCTM#1000-75-5-14.1 Ckyscape T-Mobile/LI13281A(Peconic) September 13,2021 CON SULTANTS , INC . Page 4 • DeLorme Street Atlas USA®2009 ENO \F� \\ cief 25 25 9 atonic -'s ` �.. ��h 'RYSG GAD � 6� .- - _O/ $ g• GteraN Rp `� �ARo -�°Rr2�e<�FS � ✓ ,'� ��,!-� P,S _. _ .. c a°! . . ,o -^Wpr,� �':.. \�� fir! - - _. l •p - .pteo�`v •Aq0 S��pe - - .���°� -_ -. � ,;i.'° Y/RO_ri QO 1 .. _ m ENE0.5ON RD � 25 .,East CutC(oEue', iI 25 t� m M Tj Data use subject to license. t ft ©DeLorme.DeLorme Street Atlas USA®2009, 0 600 1200 1800 2400 3000 3600 www.delorme.com ldN(I Ho W) Data Zoom 13-2 Figure 1 — Site Location Map Town of Southold—SCTM#1000-75-5-14.1 Ckyscape T-Mobile/LI13281A(Peconic) September 13,2021 C o..N S U I. T'A N T S . I N C . Page 5 EXISTING CARRIER OMNI ANTENNAS(TYP.) ADOMONAL 57RBCMM ANZrdVAMK REFER TO• 'S7RUCILWAL ANALYSIS RLAORY comm BY Av�AnGr,wIm 4/4/� TOP OF HIGHEST APPURTENANCE LQIAIIT yODFNA=REPOlPT COIIPLEIEO 8Y EIEVATIDN f142'-4'AGL W MGr,DAIEV 41112t.SEE 99M S1-S.1 FOR MOOFM ROV DETAU TOP OF EXISTING TOWER ELEVATION7130'-O'AGL EXISTING T-MOBILE ARRAY TO REMAIN (TYP.PER SECTOR,(3)SECTORS TOTAL): . (2)ERICSSON AIR21 PANEL ANTENNAS QZI NC T-MORW ANIDW CDOD NE • (1)TMA UNIT ETEVA17OR.014-0'AO: • (2)1-5/8'COAX CABLES PR0vm r-maaw EOY pAwr TO 8E smum (M.PM Six=(3)SECIORS Tor* . (1)APXVAALL24-4J-WYA20 PAMM ANIDWA (10 RiRALE VISIM L700 ANTENNA) • (1)RROS-"49 871/RBS RADIO(10 REALAGE DOSRNC RADIO) . (1)602 NOW CAWS(TOTAL OF(2)) EXISTING CARRIER PANEL ANTENNAS(TYP.) EXISTING SELF SUPPORT TONER A I PROPOSED(2)r—YGteI,E NOW CARO 10 8E RGOIm 1R011 DGSIDIG T—NOXE E0'JIPIENT W FRw=PANEL ANIFIWVAS(M OF(2)TOTAL) EXISTING FENCED EQUIPMENT COMPOUND GROUND LEVEL Figure 2—Support Structure&Existing/Proposed Appurtenances Town of Southold—SCTM#1000-75-5-14.1 yscC■ �� T-Mobile/LI13281A(Peconic) September 13,2021 C o N s U 1. T A N •r s , T N C . Page 6 EXISTING T-MOBILE ARRAY TO REMAIN 4~� (TYP.PER SECTOR,(3)SECTORS TOTAL): 6T�4 UIRT ASSON AIR21 PANEL • (1)TMA UNIT • (2)1-5/8'COAX CABLES EXISTING SELF SUPPORT TOWER I PANEL ANTENNA TO BE REPLACED(TYP.OF(1)PER t�,1 RS TOTAL) �.'pr� EXISTING T-MOBILE RRUS-11 B12 1tA SECTOR, 3 A SEC TORT S TOTAL)YP.OF )PER to� t ANTENNA ORIENTATION EXISTING N01 TO SCALL CALLED NORTH dfQl� fQYv AODNnaNA STRUCFLRAL IWNLIRYAWK RM I& STRUCAM ANALYSIS AgWr COYIVU RY r 8"Wr,DATED 4/V/21 4 troinvr NNDpfTCATTLW Av,aer aawLETTn er MiM1GY•DA/ID_ I/1�21.SFF REM M-53 FW NNoMcAn01Y AI EXISTING SELF AWIF05E0 711 RAGX TD 6E M A01(F1R SUPPORT TOWER OF("PIER XCnR y TOTALI SirST-53 AMPSdW DETAU EXISTING T-MOBILE ARRAY TO REMAIN (TYP.PER SECTOR,(3)SECTORS TOTAL} • (2)ERICSSON ARM PANEL ANTENNAS • (1)TMA UNIT • (2)1-5/8'COAX CABLES PROPOSED T-mc"EGLPPYFNr Ta ar smum (nP.PER SECTOR(5)SEC=MTAi k (I)APXVAAU2$-I3-U-NA20 PAhn ANTE11AYi1 µ ((MRRUS-ff�9 1IM5 RA010(M NE'PLACE EATSFMC RADIO) (N)6912 NOW CABLE(MrAL OF(?)) 2 ANTENNA ORIENTATION PROPOSED NUT TO SCA CALLED NORTH Figure 3 —Overhead View of Existing & Proposed Equipment Configurations Town of Southold—SCTM#1000-75-5-14.1 T-Mobile/LI13281A(Peconic) Ckyscape September 13,2021 C o N s U L T A N •r s 1 N C. Page 7 INFINIGY8 Structural Analysis Report April 9,2021 Site Name Peconic Site Number L113281A Infinigy Job Number 1059-00002 Client Highlander Consultants Carrier T Mobils 41405 Hwy 25 Peconic,NY 11W Site Location Suffolk County 41°02'22,9'N NAl183 720 27'23.5'W NAD83 I WOO- .Structural Usage Ratio 188.4% Overall Result Pass The enclosed tower analysis has been performed in accordance With the 2018 IBCf 2020 NYSUC based on an ultimate 3-second gust wind.speed of 128 mph. The evaluation criteria and applicable codes are presented in the next section of this report. 4WO21 IN INFINIGY9 Figure 4— Structural Analysis Summary Town of Southold—SCTM#1000-75-5-14.1 CKyScape T-Mobile/LI13281A(Peconic) September 13,2021 c O N s u i. •r n N •r S I N C . Page 8 PINNACLE TELECOM GROUP Professional and Technical Services RAdIO FREQUENCY — EIECTROMAgNETIC ENERgY (WoEME) COMPLIANCE REPORT ToMObft PROPOSEd OR EASTINg FACI[ITy SITE I D: 1-I13281A 41405 H ighwAy 25 PECONIC, NY AUGUST 3, 2021 CityScape comment: Maximum Exposure at ground level determined to be 3.87%of the FCC general population MPE Level. REPORT FINdiNGS:ThE PROPOSEd SITE WIU bE iN COMPLIANCE FOUOWING RECOMMENdATIONS OF ThiS REPORT. Figure 5 —RF Exposure Assessment Report Cover Page , C�M ELL CONSTRUCTION CORP. April 22, 2021 Town of Southold 53095 Route 25, PO Box 1179 Southold, NY 11971 RE: T-Mobile Site ID#LI-13-281 Premises: 41405 Highway 25 Peconic Dear Sir or Madam: Please be advised that the cost of construction for T-Mobile site located at 41405 Highway 25 Peconic is Sixty Five Thousand dollars($65,000.00). Thank you. Regards, Mike Adamko Comcell Construction Corp. 1373 Lincoln Avenue, Holbrook 11741 Phone: 631 654-5915 Fax: 631 654-5918 f0[x�v._: BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD _ Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 1 ,. Telephone (631) 765-1802 - FAX(631) 765-9502 roger richert townaodthold.riy.us APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: Highlander Consultants,-Inc. Date:. April 22,2021 Company Name: Electrician TBD Name: License No.: email: Address: Phone No:: JOB SITE INFORMATION: (All Information Required) Name: Town of Southold Address: 41405 Hi hwa -25 Cross Street: Phone No.: Bldg.Permit#: email: Fax Map District: 1000 Section: 75 Block:. .5 . Lot:l:14.001 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _. 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 Form.xls Bunch, Connie From: Bunch, Connie I Sent: Thursday, September 16, 2021 11:09 AM To: 'Marie Russo' Subject: RE:41405 Rt 25, Peconic T-Mobile LI13281 As per our Plans Examiners, we need a letter of authorization from the Town for this application. You will see on the bottom of the new permit application it asks for that, but we can take a letter. Possible contact the Town Supervisors office at 631-765-1889 or the Town Attorney at 631-765-1939. Thank you, Connie From: Marie Russo [mailto:mrusso@highlanderinc.com] Sent:Thursday,September 16, 20219:52 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject:41405 Rt 25, Peconic T-Mobile LI13281 Hi Connie, Per our conversation a little while ago, attached you will find the updated building permit application that you had sent to me. Please advise if you need anything further. Anything you can do to help me get this permit asap I would appreciate!! Thanks so much and have a great day! Marie Marie Russo Highlander Consultants, Inc. 155 Carleton Ave E. Islip, NY 11730 631-581-8105 office 516-810-1117 Cell 631-207-8458 Fax ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Southold Town Building Department P.O.Box 1179 Permit#: 46885 53095 Main Rd Southold,New York 11971 Permit Date: 9/27/2021 (631)765-1802 Expiration Date: 3/29/2023 Parcel M: 75:5-14.1 BUILDING PERMIT RENEWAL LETTER Dated: 5/9/2024 Applicant: Town of Southold Location: 165 Peconic Ln,Peconic Work Description: WIRELESS COMMUNICATION SYSTEMS Modification to existing wireless communication tower: T-Mobile(3)new antennas, (3)RRU's,(2) Hybrid feed lines and(3)tie backs(antennea frame stiff-arms)as applied for and per Planning Board approval. A FEE OF $275 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Town of Southold Address: Attn: DPW 53095 Route 25 Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Bunch, Connie From: Bunch, Connie Sent: Thursday,July 25, 2024 3:09 PM To: Marie Russo Subject: RE:T-Mobile BP46885 Yes the permit has expired and the renewal fee is$275.00. Best Regards, Connie From: Marie Russo<mrusso@highlanderinc.com> Sent:Thursday,July 25, 20241:31 PM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject:T-Mobile BP46885 Hi Connie, Would you please advise if the above building permit has to be renewed and if so the fee. Thank you, Marie Marie Russo Highlander Consultants, Inc. On behalf of T-Mobile 17 Horstead Ct Yaphank, NY 11980 516-810-1117 cell ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ; 1 HIGHLANDER CONSULTANTS, INC 17 Horstead Ct, Yaphank, NY 11980 616-810-1117 Cell Email Address: mrusso@highlanderinc.com November 21,2024 Town of Southold 2 2024 PO Box 1179 �E Southold NY 11971 Att: Connie Bunch,Building Dept Re: Permit#: 46885 165 Peconic Ln,Peconic T-Mobile: LI13281 Dear Ms.Bunch, Enclosed here with you will find our check number 7916 in the amount of$275.00 for the renewal of the above-named permit. Also enclosed is your email notifying me of the fee. Please provide a copy of the renewed building permit so I can schedule the final inspection to obtain the Certificate of Completion. Thank you, rie Russo Bunch, Connie From: Marie Russo <mrusso@highlanderinc.com> Sent: Saturday,January 25, 2025 1:43 PM To: Bunchonn', C Subject: RE:T-Mo a BP46885 •^ 0 &0 V"�kv�."4 Hi Connie, V I hope you are enjoying your weekend! This final inspection was done on January 8th. Would you please send me the requirements for the CO. Thanks, Marie Highlander Consulants, Inc. On behalf of T-Mobile USA 225 Kingston Dr Ridge, NY 11961 516-810-1117 Mrusso@highlanderinc.com From: Bunch,Connie<Connie.Bunch @town.southold.ny.us> Sent: Monday, December 30, 202412:21 PM To: Marie Russo<mrusso@highlanderinc.com> Subject: RE:T-Mobile BP46885 I'm sorry—I have to move that to the 8th. Let me know if that's ok. Connie From: Marie Russo<mrusso@highlanderinc.com> Sent: Monday, December 30, 2024 11:34 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: RE:T-Mobile BP46885 Hi Connie, This is good for us.Can you give the inspector the name,Thomas 631-317-7632 as the contact person that will meet him at the site? Happy New Year!! Thanks, Marie From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent: Monday, December 30, 2024 8:08 AM To: Marie Russo<mrusso@highlanderinc.com> Subject: RE:T-Mobile BP46885 Good Morning, 1 Bunch, Connie From: Marie Russo <mrusso@highlanderinc.com> Sent: Friday, February 28,2025 9:26 AM To: Bunch, Connie Subject: T-Mobile Ll13281 (41405 Hwy 25 Peconic aka 165 Peconic Ln Peconic) BP#:46885 Attachments: L113281BPrenewed.pdf, 1-I13281 Planning approval.pdf, LI13281- CLOSE OUT LETTER- 2025-01-27_S&S.pdf,T-Mobile BP46885 final req.pdf Good Morning Connie, I just got approval from planning to obtain the CO for this BP. I attached the following: 1. BP 46885 renewed 2. Inspection report for CO 3. Planning approval letter 4. Engineers certification Letter Please issue the CO and email me a copy and mail original to my address below Thank you so much and enjoy your weekend, Marie Marie Russo Highlander Consultants, Inc. 225 Kingston Dr Ridge, NY 11961 516-810-1117 cell v 1 1 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 ISTNEWWorkers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK,NY 11741 Work Location of Insured(Only required ifcoverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold � p Y 53095 Route 25 3b.Policy Number of Entity Listed in Box"I a" P. O. Box 1179 R90293-000 Southold, NY 11971 3c.Policy effective period 1/1/2013 to 4/21/2022 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employers employees: r Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc' d above. Date Signed 4/22/2021 By (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form OB-120.1. Insurance brokers are NOT auf adzed to issue this form. DB-120.1 (10-17) III�IIP1°°-1°211°111°°!110�-17)°�I� Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse NY S ' F 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^A A^A^ 270807207 �• �� MILLENNIUM ALLIANCE GROUP LLC , 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 + SCAN'TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER I CERTIFICATE NUMBER POLICY PERIOD DATE 121085 381166 08/02/2020 TO 08/02/2021 07/16/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 319676106 ialIIIIIII111110 l� I III111511111IIIIIIIIII"111110IIIII III NEIl1W Ell 11111llllll�I'll 111 p 00000000000084100025 Form WC-MT-NOPRM Version 3(08/29/2019)[WC Policy-21085055) U-26.3 117 [OODOODOODOWS4100025][0001.00OD21DB5055][##I][15428-07][Cer1•_NoP-CERT_1][01-00001] COMCCON-01 D RLEENAS CERTIFICATE OF LIABILITY INSURANCE DATE 7128/2020 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 WANED, 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 CONTAE•CT Darleen Aslanis,Ext.161 AM FAMillennium Alliance Group,LLC (PacONN ,Eul:(516)496-8004161 ,N,534 Broadhollow Rd. Ste.103 AEo E Melville,NY 11747 s ,aslanis@MAG-insurance.com INSURERS AFFORDING COVERAGE NAIC 0 INSURERA: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.StarStone National Insurance Co. 25496 Holbrook,NY 11741 INSURERE:Liberty Insurance Underwriters Inc 119917 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD D SUBp POLICY NUMBER MOLICY EFF mionwom MPOL pY EXPLTR LIMBS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PS1200283 7/8/2020 7/8/2021 DAMAGE TO RENTED 50,000 X PREMI S Ea Iran $ MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY X jE a LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: POLICY AGGREGAT $ 5,000,000 B AUTOMOBILE LIABILITY COMBINEeD SINGLE LIMIT $ 1,000,000 (Ea accidX ANY AUTO CAP1052866 8/23/2020 8/23/2021 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ AUTOS ONLY AUTOS ON PerOaaEJRden DAMAGE $ C UMBRELLA LIAB M OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE NHA090739 7/8/2020 7/8/2021 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Excess Liability N88222201AU 7/8/2020 7/8/2021 Per OccJPer Agg 3,000,000 E Excess Liability 1000352540-02 7/8/2020 7/8/2021 Per OccJPer Agg. 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Equipment Floater-Hartford Ins.Co.,Policy#12MSJE3032 9114120-9/14121$250,000 limit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 9114120-9114121$1,000,000 limit Pollution Liability-Markel Insurance Co.-Policy#MKLCI ENV100370 2/17/2020-2/17/2021 $1,000,000 Condition Umit/2,000,000 Agg.Limit Town of Southold,53095 Route 25,Southold,NY 11971 is included as an additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Townof Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Route ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE I a 6,ftaq4— ACORD 25(2016/03) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CONSTRUCTION CORP. April 22, 2021 Town of Southold 53095 Route 25, PO Box 1179 Southold, NY 11971 RE: T-Mobile Site ID#UA3-281 Premises:. 41405 Highway 25 Peconic Dear Sir or Madam: Please be advised that the cost of construction for T-Mobile site located at 41405 Highway 25 Peconic is Sixty Five Thousand dollars($65,000.00). Thank you. Regards, Mike Adamko Comcell Construction Corp. 1373 Lincoln Avenue, Holbrook 11741 Phone: 631 654-591.5 Fax: 631 654-5918 Y aRK re Compensation workers' CERTIFICATE OF INSURANCE COVERAGE T Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK, NY 11741 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity o f outhold Listed as the Certificate Holder) Town of Standard Security Life Insurance Company of New York Being 53095 Route 25 3b.Policy Number of Entity Listed in Box"I a" P. O. Box 1179 R90293-000 Southold, NY 11971 3c.Policy effective period 1/1/2013 to 4/21/2022 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ❑x A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: r Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as des above. Date Signed 4/22/2021 By (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. p DB-120.1 (10-17) 1�'�0 ��1 (�1 0 ���1®���I� Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be __.—_._sent_by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed.as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 13131-120.1 (10-17)Reverse NY S 1 F 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 New York State Insurance Fund I nysifcom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 270807207 p. own ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 '�! ■ SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER I CERTIFICATE NUMBER POLICY PERIOD DATE 12108 505-5 381166 08/02/2020 TO 08/02/2021 07/16/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, .INCLUDING .ANY NOTIFICATION OF CANCELLATIONS, .OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR-INSURED IN THE EVENT THAT, PRIOR TO. THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS .NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 319676106 II'Iu �1011 In Ulu lllla11110 UPI Um19lr111UEIs11mn11 NI11II1 INI ®��00000000000084100025 Form WC-CERT-NOPRINT Version 3(0&79/2019)[WC Policy-21085055] U-26.3 117 [000000ODOWD841WO25][0001-00DO210850551[aal][1542B-0n[Certriov-CEar_11[01-DWOlI --•, COMCCON-01 DARLEENAS ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDfffM7/28/2020 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 endorsements. PRODUCER License#BR-870302 CONTACT Darleen Aslanis,Ext.161 Millennium Alliance Group,LLC PHONE ;(516 496.8004161 FA,No 534 Broadhollow Rd. (A/C,No, Ste.103 M®RES&aslanis@MAG4nsurance.com Melville,NY 11747 INSURE S AFFORDING COVERAGE NAIL IF INSURERA:State National Insurance Co. 12831 INSURED wsuRmo:Merchants Preferred Insurance Company 12901 Comcell Construction Corp INSURER C:RSUI Indemn' Insurance Company 22314 1373 Lincoln Avenue INsuRERD:StarStone National Insurance Co. 25496 Holbrook,NY 11741 INSURER E:Liberty Insurance Underwriters Inc 19917 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X COMMERCIALL.GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR X PS1200283 7/8/2020 7/8/2021 PRMAGES RENTED ocanrence) $ 50,000 MED EXP(Any one 5,000 PERSONAL&ADV INJURY $ ,000,000 2 GEML AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE ,000;l1OO POLICY❑X %0- LOC PRODUCTS-COMP/OPAGG $ 2,000 000 OTHER POLICY AGGREGAT 5,000,000 B AUTOMOBILE COMBINED SINGLE LIMIT $ 1,000,000 LIABILITY (Ea accident)X ANYAUTO CAP1052866 8/23/2020 8/23/2021 BODILY INJURY Per $ OWNED SCHEDULED AU�RT��OSONLY AUTOS BODILY INJURY eraccident $ AUTOS ONLY AUTOS ONLY P°PEITYAMAGE $ C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LtAB CLAIMS-MADE NHA090739 7/8/2020 7/8/2021 AGGREGATE 2,000,000 DED I I RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE F_ NIA A EL EACH ACCIDENT $ 0 ICER/MEMBER EXCLUDED? 1 (Mandatory in NH) EL DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Excess Liability N88222201AU 7/8/2020 7/8/2021 Per OccJPer Agg 3,000,000 E Excess Liability 1000352540-02 7/8/2020 7/8/2021 Per OccJPer Agg. 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,mar be attached if more space is required) Equipment Floater-Hartford Ins.Co.,Policy#12MSJE3032 9114/20-9114121$250,000 limit for leased or rented equipment Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 9114120-e/14/21$1,000,000 IimiL Pollution Liability-Markel Insurance Co.-Policy#MKLCI ENVI O0370 2/17/2020-2MW2021 $1,000,000 Condition Umit/2,000,000 Agg.LimiL 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 THE Town of Southold ACCORDANRCE WITH THE POLICY ATION DATE RPROV E WILL BE DELIVERED IN PROVISIONS. 53095 Route 25 P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD <D40<, OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: B.P. 5 WITHOUT CERTIFICATE: FEE06694�D BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 4AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS REQUIRED AND CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. / SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC Additional Certification a=Mw.DEMMM RMMED May Be Required. _ i 1 1. T . •Mobile• TAINULE NORTIIEYT LLC =SUNgISE HIGHWAY T-Mu' BILE N ��'RTHEOST I LL ' v� GRE TRNERNY111]9 L N W WiV m� :: W iD}m ua L11328tA Z �UU Z•o PECONIC Z SUBMITTALS DATE DESCRIPRDN-' REVISION 00/11/18 FLED MR IEMV A 0.1n12I ISSUED MR POW 0 0{/y0/71 REVLti4D 17t PEW 1 41405 HWY 25 PECONIC, NY 11958 Em • DE PL WE A". REV11m R1E NAk WS VICINITY MAP LL PROJECT NO: 1059-COOD2 DRAWN BY: SKB (67DO2C-OUTDOOR CONFIGURATION) CHECKED BY: MPS GENERAL NOTES PROJECT SUMMARY 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF SiTE NUMBER: U13281A APPLICANT: T—MOBILE NORTHEAST LLC W ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SiTE UPDATED WITH THE SiTE NAME PECONIC 3500 SUNRISE HIGHWAY m 2 ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND IITILlIY LATEST REVISIONS AND'ADDENDUM OR CLARIFICATIONS ADDRESS: 41405 HWY 25 GREAT RIVER, NY 11739 CATIONS cP (? COMPANY SPECIFICATIONS,AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WiTH PECONIC, NY 11958 CONTACT: CHRISTOPHER SCHAAF FO 07 96 SITE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. (631) 398-3399 ARO WORK.THE WORK PERFORMED ON THE PROJECT AND THE 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT PROPERLY CONTACT: LIPA MATERIALS INSTALLED SHALL BE IN STRICT'ACCORDANCE WiTH DESCRIBED HEREIN THE CONTRACTOR SHALL BE SOLELY TOWN OF SOUTHOLD PROJECT MANAGER: HIGHLANDER CONSULTANTS . ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. (516)-545-7676 155 CARLETON AVENUE PROFESSIONAL SEAL RESPONSIBLE FOR ALL CONSTRUCTION MEANS' METHODS, EAST(SLIP, NY 11730 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES,AND PROCEDURES AND FOR LAT./LONG.: N.41'02' 22-V /W 7T 27' 23.5' FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTION$OF THE WORK UNDER CONTRACT. CONTACT: BRYAN FELTON . THIS DOCUMENT IS THE CREATION, COMPLETE SCOPE OF WORK.THE CONTRACTOR BIDDING THE JOB 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY (631)581-8165 DESIGN,PROPERTY AND COPYRIGHTED IS NEVERTHELESS.CAUTIONED THAT MINOR OMISSIONS OR CONSTRUCTION TYPE 11B WORK OFT-dOBILE ANY DUPUCATION ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE USE GROUP: U ARCHITECT/ENGINEER: INFlNIGY ENGINEERING OR USE 1MTHOUT EXPRESS WRITTEN EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORK BY THE ARCHITECT/ENGINEER,'THE STATE COUNTY, OR IMPROVEMENTS IN ACCORDANCE WITH-THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. 1033 WATII2WET SHAKER ROAD CONSENT IS STRICTLY PROHIBITED. DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO GROUND ELEVATION: t20'-0'AMSL ALJ3ANY, NY 12205 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAYING, BLDCK/LCT' 5/14.001 COMET: AM WELLER NOTE:IF DRAWINGS ARE 22'u34,USE OF NOTIFYING (IN WRITING)THE T—MOBILE REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION. UPON COMPLEiON OF (518) 6904790 GRAPHICAL SCALE AND/OR 12TIMES ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE: WORK,THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OF THE NOTED SCAL E. HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PROP. SiTE NUMBER: OF WORK. IN THE EVENT OF DISCREPANCIES,THE CONTRACTOR PROJECT DESCRIPTION SHEET INDEX L113821A SHALL PRICE THE MORE COSTLY OR.EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL.WORK AREA DO NOT SCALE DRAWINGS DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ❑EXISTING MONOPOLE ®EXISTING CABINET(S) ®OUTDOOR SHEET DESCRIPTION REVISION SiTE NAME CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ®DOSTING LATTICE TOWER ❑PROPOSED RBS 6160 ❑INDOOR T-1 TITLE SHEET 1 PECONIC SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ❑DWNG TRANSMISSION TOWER ❑PROPOSED B160 ®DATING C-1 SiTE PLAN 1 CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY.THE MATERIALS, EQUIPMENT.'LABOR AND ALL OTHER MATERIALS AND_ LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, CONCRETE PAD 41405HWY25 ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING LABOR DEEMED NECESSARY TO COMPLETE THE WORK PROJECT El WATER TANK ®EXISTING REIS 6131 C-2 EQUIPMENT PLAN k ELEVATION 1 PECONIC,NY 11958 WITH THE WORK OR BE RESPONSIBLE FOR SAME AS DESCRIBED HEREIN. / DUST, OR SMUDGES OF ANY NATURE ❑DOSTING UMTS CABINET❑STSTIEE�I.NPLATFORM C-3 ANTENNA ORIENTATION d: RF SCHmULE 1 ❑EXISTING BUILDING 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE 13.THE.CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑DOSTING FLAGPOLE ❑SITE SUPPORT CABINET®EXISTING PPC C-4 EQUIPMENT SPECIFICATIONS 1 SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE REQUIREMENTS,AS WELL AS THE IATEST.mTf10NS OF ANY ❑EXISTING FORE WORTH GPS ❑PANp.BONTO E-1 GROUNDING AND POWER DIAGRAMS :: 1 � T1 E 1T PERTINENT STATE SAFELY REGULATIONS. HIMSELF WiTH THE FIELD CONDITIONS AND TO VERIFY THAT THE E-2 COAX FIBER PLUMBING DIAGRAM 1 PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WiTH THE 14.THE CONTRACTOR SHALL NORFY THE T—MOBILE REPRESENTATIVE T—MOBILE NORTHDIST LLC PROPOSES THE MODIFICATION OF AN N-1 GENERAL AND ELECTRICAL NOTES 1 TO OBTAIN LOCATION OF PARTICIPANTS CONTRACT DOCUMENTS.' - WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT UNMAMm WIRELESS BROADBAND FACILITY.SWAPPING(3)ANTENNAS S-1 GENERAL NOTES 1 TITLE SHEET UNDER GROUND FACILITIES BEFORE YOU DOCUMENTS.THE CONTRACTOR IS NOT TO ORDER MATERIAL OR WITH (3 PROPOSED ANTENNAS k RRUS-11,FOR DIG IN NEW YORK(5 BOROUGHS AND 6.THE CONTRACTOR'SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT ) (� (3)PROPOSED MOUNT MODIFICATION 1 LONG ISLAND).CALL NEW YORK 811,INC. 'WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM RR1-4449 RAIMOS.ADDING(2) HYBRID CABLES. INSTALL(3)TIE eQ0wyTOLL FREE:1.800-2724480 OR NOT CLEARLY DEFINED BY THE CONSTRUCTION UNTIL CONFLICT IS RESOLVED BY THE T—MOBILE S-3 REQUIRED PARTS 1 ork-811.com REPRESENTATIVE BACKS TD F)OSTWG MOUNTS REUSE D0ST114(.'CABINETS W W W.ne • NEWYORKSTATUTE 'DRAWINGS/CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, SHEET NUMBER K1IDWWI18f8below. REQUIRES RUN OF] WORKING DAYS NOTICE 7.THE CONTRACTOR<SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. , Ca11 brfure YOU dig. BEFORE YOU E%CAVATE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED 07HEMSE OR WHERE LOCAL CODES OR 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO T,1 ORDINANCES TAKE PRECEDENCE THEIR ORIGINAL CONDITION AT THE COMPLETION OF'WORK SHEET 1 OF 9 SHEETS GENERAL SITE NOTES: Y 0 ® '1®� 1. A COMPLETE BOUNDARY SURVEY OF THE HOST,PARCEL HAS NOT TAomEN*RiMMTueC BEEN PERFORMED BY WNW.BOUNDARY INFORMATION IF SHOWN SSOO SUNRISEHIGHWAT EXISTING FENCED T—MOBILE WAS OBTAINED FROM INFORMATDN PROVIDED BY OTHERS.PROPERTY GREAT RNEn,Nr�mv EQUIPMENT COMPOUND IS SUBJECT TO ALL EASEMENE AND RESTRICTIONS OF RECORD. ••. ••• 2 130.5EMAPPING INFORMATION BASED ON PROVIDED INFORMATION. W EXISTING T—MOBILE �� 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE �BE.ROUIED FROM CONCRETE EQUIPMENT PAD T CONSTRUCTION. T-MOBILE EQUIPMENT TO PROPOSED C2 V z x o F m PANEL ANTENNAS :.•"•, 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF t n g^q (TIP OF(2) TDTAL� ' ADVERTISING. w >s,s .'e.•. a 5. THE PROPOSED DEVELOPMENT 6 UNMANNED AND THEREFORE DOES Z a N EXISTING SELF ''°• NOT REQUIRE A MEANS:OF WATER SUPPLY OR SEWAGE DISPOSAL `_ w ;�1 m SUPPORT TOWER > 3 a 8. NO LANDSCAPING WORK 6 PROPOSED IN CONJUNCTION WITH THE M o a••.•••,A DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. - LL •i , 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. ••a 8. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS AND FIELD LOCATION OFF-V196LE SURFACE FEATURES. THE E ISTENCE,E%TENT AND EXACT HORIZONTAL AND VERTICAL SUBMITTALS LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED.ANY CONTRACTOR DATE DESCRIPTION REVISION PERFORMING WORK ON THE SITE MUST CONTACT UTILITY PROVIDER 06/11/19 Esum m P� A AT LEAST 48 HOURS PRIOR TO COMMENCING WORK a/ss/Ni as=EDR Pnaar D 04/2e/21 Iursn rm PODm i 9. ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN 12 MONTHS OF CESSATION OF OPERATIONS. EXISTING DOUBLE SWING ACCESS GATE SITE LEGEND SITE PROPERTY LINE STREET OR ROAD DEPr.. DATE APM. REVI9DIS CHAIN LINK FENCE Fn EXISTING CARRIER EXISTING GENERATOR F UM EQUIPMENT SHELTER ON CONCRETE PAD OPAQUE WOODEN FENCE >� TREES/SHRUBS =S;F SRE AR TREE LINE PROJECT NO: 1059-00002 �( UTILITY POLE DRAWN BY: SKB EXISTING CHECKED BY: MPS ACCESS GATE (E) EXISTING \ (N) NEW H of NEIV 1 (P) PROPOSED ,0��S TE 0 /J (F) FUTURE (7 + LW 2 � THIS DOCUMENT IS 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'k34',USE GRAPHICAL SCALE AND/OR 12 TIMES OF THE NOTED SCALE. SITE NUMBER: LI13821 A SITE NAME PECONIC 41405 HWY 25 PECONIC,NY 11958 SHEET TRLE EXISTING CSC CABINET SITE PLAN GRAPHIC SCALE 10':- 5' 0 5' 10' SHEET NUMBER EXISTING TRANSFORMER BASEMAPPING PREPARED FROM AERIAL N SITE PLAN p.� PHOTOGRAPHY, A SITE WALK PERFORMED.BY — SCALE: AS NOTED" SCALE: 22"x34" SHEET 1"= 5' INFlNIGY ENGINEERING AND PROVIDED INFORMATION. SCALE: 11"x17" SHEET 1"= 10' CALLED NORTH SHEET 2 OF.9 SHEETS BASEIAPPIiG PREPARED FROM AERIAL -Mob11e- PHOTOGRAPHY, A SITE WALK PERFORMED BY FOIR,ADD/cxq 51NALvsRAL MFT)RMcow REFER ILt ` INFlHGY ENGINEERING AND PROVIDED INFORMATION. • . '1RUCIURAL ANALYSIS/dEP0�4J'G10MPLETED BY r romc RW H*ur u� ]S00 SUNRISE NN:NWHY EXISTING CARRIER OMNI fiMIGY, DAIED 4/9/21 .` TfM.-M ANTENNAS (TYP.) MOUNT MODIFICAIILW/awr OOMPLETED BY MODNU•T NICYUIV DETNED AILS S�SHEE75 ST-53 FOR O U TOP OF HIGHEST APPURTENANCE a ELEVATION t142'74° AGL N qq pp W 41 ivdO O Z TOP OF EXISTING TOWER Z W ELEVATION t130'=0' AGL 0. a o LL _ EXISTING T-MOBILE ARRAY TO REMAIN EXISTING T-MOBILE (TYP. PER SECTOR, (3) SECTORS TOTAL): CONCRETE EQUIPMENT PAD (2) ERICSSON AIR21 PANEL Dome T-MOBILE 6131 EOUIPAIEIVT ANTENNAS CABINET 10 REMAIN INSTALL: • (2)BB 6630 ETOS7ING/PROPOSED T-MOBILE AN7ENNA LENIERLINE ' (1) TMA UNIT SUBMITTALS • REMOVE(1)DUS41 ELEVARON 014-0'AGIL (2) 1-5/8° COAX CABLES �°A no �n 1ON e 'd d )S TALLED (TYP. PER SECTOR, (3)SECTORS TOTAL); a (1)APXVAALL24-43-U-NA20 PANEL ANTENNA (70 REPLACE DUS71NO L700 ANTENNA) c a a d (1 RR RADIO)B711285 RADIO(70 REPLACE .a (1)6xl2 HYBRID CABLE(TOTAL OF(2)) .a K". WE A FOGOW A ®s 4 CONM EXISTING T-MOBILE 25KW a d DELTA DC DIESEL GENERATOR c.a 002 ON EXISTING CONCRETE PAD EXISTING CARRIER PANEL PROJECT DRAWN BY:: 1059 C0 SKB ANTENNAS (TYP) d• d d, .) CHECKED BY: MPS d v e d EXISTING SELF ()F NFW a'a d SUPPORT TOWER g T yO EXISTING T-MOBILE 4 GPS UNIT " W d d a 'd PROPOSED(2) T-MOBILE HYBRID CABLES Z d c 70 BE ROU7EV FROM EXSANG T-MOBILE CFO 7 EOUIPMOVT 7D PROPOSED PANEL v •a e ANTENNAS(TYP. OF(2) TOTAL) 4, d PR L a THIS DOCUMENT IS THE CREATION, C d DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION :eOR EXISTING T-MOBILE EXISTING CONSE WRHOUTEXPRESENT IS STRICTLY PROHIBITED. OHIBITED.WRITTEN ED. ICE BRIDGE ACCESS GATE CON PROPOSED(2) T-MOBILE HYBRID NOTE:IF DRWIINGS ARE 22*x34',USE GRAPHICAL SCALE AND/OR 1271MES CABLES TO BE ROUTED FROM EM77NO OF THE NOTED SCALE. T-MOBILE EQUIPMENT 70 PROPOSED PANEL ANTENNAS(IYP. OF(2) TOTAL) SITE NUMBER: LI13821 A EXISTING T-MOBILE UTILITY EXISTING FENCED T-MOBILE H-FRAME TO REMAIN EQUIPMENT COMPOUND SITE CON�ICE EXISTING SELF. 41405HWY25 SUPPORT-TOWER EXISTING FENCED PECONIC,NY 11959 EQUIPMENT COMPOUND SHEET TITLE ribEQUIPMENT PLAN N 1 EQUIPMENT PLAN GRAPHIC SCALE GROUND LEVEL 8[ ELEVATION -- SCALE: AS NOTED a. CALLED NORTH 4' 2 . O 2 4' SHEET NUMBER SCALE: 22"x34" SHEET 1". 2' 2 TOWER ELEVATION C.2 - NOT TO SCALE SCALE: �11"x17" SHEET 1"= 4' SHEET 3 OF.9 SHEETS r FOR,ADDIAaVAL STRUCTURAL INFT)aRMAAQN REFER T. • •Mobile• • ''YS7RUCIERALf1ATNALYSIS REPORT'A3YPLE7ID BY T.-BILE lAtRNIGY, DA70 4/9/Y1 ]l006NMERNY il?Z EXISTING.T-MOBILE ARRAY TO REMAIN GRFATRVER NY II)19 4~� (TSJ FOR YP. PER.SECTOR, (3) SECTORS TOTAL): �,•� WTVI T M031h7GAQN 21. SE Y COIIPLE)FD BY (2)ERICSSON AIR21 PANEL �P U � �� - 00 Q ANTENNAS o !" • (1) TMA UNIT a • (2) 1-5/8' COAX CABLES. " x„g W N d EXISTING.SELF EXISTING SELF SUPPORT TOWER PROPOSED RE-BACK TO BE AVSTALLED SUPPORT TOWER 7 Z z m m OF(1)PER SECTOR, (3)SECTORS 70TALI `_ Z "c EXISTING T-MOBILE ARRAY TO REMAIN w "2•46 SEE SHEETS SI-S3 FAR MODIRCA Tim DETAILS y 3- B (TYP. PER SECTOR, (3) SECTORS TOTAL): 2 o a o ' • (2) ERICSSON AIR21 PANEL - ANTENNAS Z • (1) TMA UNIT • (2) 1-5/8" COAX CABLES EXISTING T-MOBILE PANEL ANTENNA are S or�r�iroANLS FOvspN TO BE REPLACED (TYP. OF(1) PER B`c?q BFTq , a/n/21 MMR PMW G SECTOR, (3) SECTORS TOTAL) '1? C o ECTp� a � n n•e cur i VL EXISTING T-MOBILE RRUS-11 B12 PROPOSED T-MAWLE EoulpmT 70 BE INSTALLED TO BE REPLACED (TYP. OF(1) PER t0 (TYR. PER SECTOR, (3)SECTORS TOTAL): SECTOR, (3) SECTORS TOTAL) �1� • (1)APXVMLL24-43-U-NA20 PANEL ANT IVNA p1z Ptib . �R�444CE 9 B71NO85 RADIO(70�NREPLACE (W511NG RADIO) GErr. are •PPro (1)&12 HYBRID CABLE(MIAL OF(2)) WE �UNL PJ 1 ANTENNA ORIENTATION. EXISTING N 2 'ANTENNA ORIENTATION (PROPOSED) PROJECT No: toss . c0002 DRAWN -- NOT TO SCALE _ NOT TO SCALE SKB — CHECKED BY: MPS CALLED NORTH CALLED NORTH Of NEW EXISTING RF SYSTEM SCHEDULE PROPOSED RF SYSTEM SCHEDULE fi � ANTENNA CABLE CABLE CABLE CABLE. ANTENNA CABLE CABLE CABLE CABLE 21N SECTOR ANT.. ANTENNA MODEL # VENDOR AZIMUTH M-TILT E-TILT CENTERLINE TM^ MODEL� RRU MODEL�:LENGTH QUANTITY DIAMETER TYPE: SECTOR ANT. ANTENNA MODEL # VENDOR AZIMUTH M-TILT E-TILT CENTERUN TMA MODEL # RRU MODEL # LENGTH QUANTITY DIAMETER TYPE �O � A-1 AIR21 B2A/84P ERICSSON 40 0' 7/7 114'-0" (1) GENERIC TWIN. _ 1 _ AR STYLE 18 TMA. 07SVN49 8 1=1/4' COAX A-1 AIR21-B2A/B4P ERICSSON 40' 0' 7/7 114'-0" (STYLE N GENERIC EXISTING 2 1-1/4" COAX ESS1 PRO L A A-2 LNX-6515DS-AIM ANDREW 40' 0' 7 114'-0" - (t)RRus-n Bt IX/SllNG SHARED - COAX A A-2 AP)NMLL2.4_43-U-NA20 RF5 40 0 7 114'-0' - (1) _ B71/BE5RA010 EXISANG SHARED COAX THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED OF T-MOBILE.ANY DUPLICATION A-3 AIR21 B2P/B4A ERICSSON 40' 0' 2' 114'-0" - - EXISTING SHARED- - CpgX A-3 AIR21 B2P/B4A ..ERICSSON 40' 7 7 114'-0- - - t200'• 1 6X12 fff" OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. 9-1 AIR21 B2A/B4P ERICSSON 120' 0' .0•/0' 114'-0" (1) GENERIC TWIN _ 6115)7NG 10 1-1 4 COAX , .8-1 AIR21 B2A/B4P ERICSSON 120' 0' 2'/7 114'-0' (1) GENERIC TWIN _ EXISON9 2 1-1/4' COAX STYLE 1 B TMA / " STYLE 1 B TMA NOTE:IF DRAWINGS ARE 22'x34',USE GRAPHICAL SCALE AND/OR 12 TIMES B B-2: L4X-6515DS-AIM ANDREW: 120' 0' 0' 114'-0" - (1)RRUS-11 1312 EXISTING SHARED - cw B B-2 APXVMU24-43-U-NA20 RFS 120' 0' 7 114'-0" - (1)4449 _ OF THE NO SCALE Wt/985 RAI" IX/ST/NG SHARED cav SITE NUMBER: B-3 AIR21 B2P/B4A ERICSSON 120' 0' 7 114'-0" - - EXIS7/NG SHARED: - GLb4d' B-3 AIR21 B2P/B4A ERICSSON 120, P t200' 1 6X12 flY&BD SITE NAME 7 114'-0' - _ LITE NAME PECONIC C-1 AIR21 B2A/B4P ERICSSON 240' 0' 7/7 114'-0" (1).GENERIC TWIN - LuflING 8 -^0" C-1 AIR21'B2A/B4P ERICSSON 240' 0' 7/7 114'-0' (1) GENERIC TWIN _ STYLE 18 TMA 1-1/4' STYLE 1B TMA LMNG 2 1-1/4' COW 41405HWY25 PECONIC,NY 11958 -C C-2 LNX-6515DS-41M ANDREW 240' 0' 7 114'-0" - (1)RRUS-11 Bt2 EX/STING SHARED - COAX C C-2 IIMMU24-43-U-NM. RFS 240' 0' 7 '114.-0' - (1) _ 171/M.1tA010 EXISTING SHARED COAX SHEET TITLE C-3 AIR21 B2P/B4A ERICSSON 240' 0' 7 114'-0" - - &1S)7NG 1 9X18 HYBRID C-3 AIR21 B2P/B4A ERICSSON 240' Cr 7 114-0 - - EXISTING 1 9X78 HYBRID ANTENNA ORIENTATION A RF SCHEDULE SHEET NUMBER S RF SCHEDULE:'(EXISTING) C-3 _ NOT TO SCALE 4 RF SCHEDULE PROPOSED) -- NOT TO SCALE SHEET 4 OF.9 SHEETS T Mobile T.NDNILD Y0111NMTue GSMSUNRME HIGHWAY EXISTING PIPE MOUNT GREAT RNER.NY 11733 PROPOSED RADIO 4449 .. • ' z .+mcoom PROPOSED MOUNTING E3 BRACKET(TYP.) i a z m 01 d a�� w m m m a } 3ag PROPOSED c.O ri ANTENNA(TYP,) LL o z © �3g), SUBMITTALS _ • ah I DESCRIPTION REVISION • • 06/11/19 Blm FT1N REV"' .. g 06/28/21 ® CDR NE7i•f D � - 8.7" 24.0 PROPOSED MOUNTING 04/�An1 POW FM FMR 1 BRACKET(TYP.) SIDE .REAR TOP RFS MODEL NO.: APXVAALL24 :43=U-NA20 RADIO 4449 SPECIFICATIONS RADOME MATERIAL- FIBERGLASS, UV RESISTANT HxWxD, (INCHES) : 17.91"x13.97%9.44" RADOME COLOR: LIGHT GRAY WEIGHT(LBS) : 70.54 DIMENSIONS, HxWxD: 95:9"x24.0"x8.7" COLOR : GRAY WEIGHT, W/ WE Arco cos WE PRE—MOUNTED BRACKETS: 128.0 LEIS u NAn CONNECTOR: 7-16 DIN FEMALE xawlc ovs coNsm. ERICSSON RADIO 4449 DETAIL 3 ANTENNA MOUNTING DETAIL PROJECT NO: 1059-00002 1 ANTENNA DETAIL 2OT TO SCALE — NOT TO SCALE DRAWN BY: SKB NOT TO SCALE CHECKED BY: MPS F.OF NEI�,J- O��S TEy0 STRUCTURAL NOTES: W_ 1. SPECIFICATIONS /-CODES: 'I W •• CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF Z ' THE ACI CODE. •• STEEL WORK'SHALL BE PERFORMED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 9TH EDITION. •• WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92 "STRUCTURAL WELDING" CODE—STEEL •• REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE.' THIS DOCUMENT IS THE CREATION, •• ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND DESIGN,PROPERTY AND COPYRIGHTED LOCAL CODESORDINANCES. WORK OFT-MOBILE.ANY DUPLICATION •• ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING OR USE WITHOUT EXPRESS WRITTEN SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A 325. HEAVY—HEX NUTS SHALL BE CONSENT IS STRICTLY PROHIBITED. ASTM A 563 & FLAT/CIRCULAR.:WASHERS SHALL BE ASTM F 436. IF-WASHER—TYPE INDICATING DEVICES ARE USED THEY SHALL BE ASTM F 959. NOTE:IF DRAWINGSARE22-x ',USE •• ALL BOLT JOINT TYPES SHALL BE SPECIFIED AS SNUG TIGHT(ST),.PRETENSION (PT),OR GRAPHICAL SCALE AND/OR 12 TIMES SUP CRITICAL(SC).-!F PRETENSION JOINT TYPES ARE USED THE MINIMUM OF THE NOTED SCALE PRETENSION/CLAMPING FORCE SHALL BE SPECIFIED. •• ALL STEEL EXPOSED TO MOISTURE SHALL BE HOT DIPPED GALVANIZED AFTER SITE NUMBER: FABRICATION PER ASTM A 123. ALL DAMAGED SURFACES, WELDED AREAS_ L113821A AUTHORIZED NON—GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW) SHALL BE PAINTED WITH TWO (2) COATS OF ZRC COLD GALVANIZING COMPOUND SITE NAME: MANUFACTURED BY ZRC CHEMICAL PRODUCTS CO..QUINCY, MASS. OR USE THERMAL PECONIC SPRAYING WITH PLATTZING 85/15 AS MANUFACTURED BY PLATT BROTHERS & 41405HWY25 COMPANY, WATERBURY, CT. PECONIC,NY 11958 2 MATERIALS • CONCRETE FC' — 3000PSI. (MIN. U.N.O.) SHEET TEE •• REINFORCING STEEL:- ASTM A615, GRADE 60. •• WIRE MESH: ASTM A185 •• STRUCTURAL STEEL• ASTM A36 •• ELECTRODES FOR WELDING: E 70XX. EQUIPMENT •• GALVANIZING: ASTM A153 (BOLTS OR ASTM A123 (SHAPES, PLATES). SPECIFICATIONS •• EXPANSION BOLTS: HILT] KWIK BOLT]I, STAINLESS STEEL 3/4"0X43/4 EMBEDMENT OR AN APPROVED EQUAL SHEET NUMBER ®DETAIL NOT USED 5 NOTES CN4 NOT TO SCALE -- NOT TO SCALE SHEET 5 OF 9 SHEETS (E) PANEL ANTENNA SECTOR''A° P) PANEL ANTENNA: (E) SECTOR 'B° (F) SECTDR °Cx �® (TYP. OF 6 TOTAL ("-FRom BD=) W.FWM BpM) MIN FRpy BEIM) OW. OF 3 TOTAL) ®b ei *MAY ruoxS xexT*M JSOe5UNR19EHWH U STAINLESS STEEL HARDWARE `REATRNERHY„" TWO HOLE COPPER (E) TM OF (1) PER SECTOR, COMPRESSION TERMINAL (3) SECTORS TOTAL) ( ) 5 (TYP) 5 (TYP) 5 GROUNDING CABLE a A GROUND BAR ELEVATION A z x o ] w y�g� STAR WASHER (TYP) FLAT WASHER (TYP) z m z m m ! NUT (TYP) kz°x1J�°::HEX BOLT w a z ` z > 3a�J GROUND BARTZ 1 EXPOSED BARE COPPER TO BE LL o GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO Z ? SECTION "A-A° INSULATION ALLOWED WITHIN THE NOTES: COMPRESSION TERMINAL (TYP.) 1. OXIDE-INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 1 Np) (P) FIBER AND 6 #2AWG WITH LONG BARREL COMPRESSION'LUGS, SUBMITTALS ( DATE DESCRIFEION REVISION POWER JUMPERS (P) 4449 B71/B85 RADIO USE STAR WASHERS, LOCKWASHERS, AND 9e/„/,9 ES=E9R Raw A (E) FIBER TRUNK CABLES ROUTED (P) HYBRID CABLES (TYP. OF (3) TOTAL) STAINLESS STEEL HARDWARE TO SECURE TO w/ssh+ 55=MR POW o WITH (E) COAX TO ANTENNA SECTORS EXTERNAL GROUND BAR BY GENERAL CONTRACTOR. o"Al FE mx tnmR (E) COAX AND HYBRID CABLES (E) T-MOBILE PPC- (E) T-MOBILE 6131 EQUIPMENT CABINET NEW COAXIAL GROUND KITS WITH LONG BARREL COMPRESSION LUGS WITH TWO (2) 3/8°0 BOLTS AND LOCK WASHERS SIMILAR TO ANDREW 3241088-9. COPPER GROUND BAR GROUNDING SCHEDULE S�Ss'(TYP) OTjoo.o 0000000000 1�6" ' no O (P) STANDARD GROUNDING KIT 1 (TYP) a o 0TTAi 0 0 0 0 0 0000 (COMMSCOPE PART#UG1215B-15B4-T OR EQUIV.) 1 ° 6 MIN. 2 DEM WE AWD. RENSM Q (E) MGB (BUSSBAR #1) ° 1�-8" a< 03 (E) EQUIPMENT GROUNDING #2 BARE SOLID-TINNED COPPER mEn� (P) #2AWG BARE TINNED SOLID COPPER CONDUCTOR NOTES: CONDUCTOR CONDUCTOR TO GROUND. BUS. Am ® BONDED TO GROUND RING 1. ALL HARDWARE TO BE STAINLESS STEEL. COAT ALL SURFACES WITH s� (GROUND CABINEIS::PER MANU. SPECS) - KOPR-SHIELD BEFORE MATING. - I PROJECT NO: 1059-00002 05 GROUND (P) ANTENNA PER MANU. SPECS 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN I DRAWN BY: SKB © (E) SECTOR GROUND BAR LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELD. CHECKED BY: MPS 07 GROUND (P) EQUIPMENT PER MANU. SPECS (E) GROUND RING 3 (TYP) 3. ALL HOLES ARE COUNTERSUNK)(6. 1 GROUNDING DIAGRAM 2 GROUND BAR CONNECTION DETAILS of NEIV SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE ,`� S• Ey O�� N CONTRACTOR NOTE: CONDUIT SCHEDULE CONTRACTOR TO VERIFY THAT THE EXISTINGcl Lu CONDUITS AND WIRE SIZES ARE ADEQUATE FOR THE PROPOSED LOADING IN ACCORDANCE WITH 2 Q (E) POWER CONDUIT & WIRE NEC AND INCLUDE ELECTRICAL UPGRADES IN CFO 0 (E) T-MOBILE PPC (E) T-MOBILE 6131 EQUIPMENT CABINET THE SCOPE OF WORK AS REQUIRED. PR L THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPUCATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 22'04',USE GRAPHICAL SCALE AND/OR 12 TIMES r fL OF THE NOTED SCALE. SITE NUMBER L113821 A SITE NAME: PECONIC 41405 HWY 25 PECONIC,NY 11958 SHEET TITLE GROUNDING & POWER DIAGRAMS (T'P) SHEET NUMBER NOTE: 3 POWER DIAGRAM INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDY FOR THIS SITE. CONTRACTOR IS TO VERIFY EXISTING Ex1 SCALE: NOT TO SCALE ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE EXISTING,INCOMING SERVICE CAPACITY. ALL ELECTRICAL INSTALLATION IS TO COMPLY WITH NEC, ADOPTED VERSION. SHEET 6 OF,9 SHEETS Mobfle TADIME NORTNEYT LLC .. JSpO SUNRISE HIGHWAY GREAT RN'm NY w. TT J ? IO N d oo _ W W m d Zw —rme Z m>� .. .. w mm`mx a_ L� Z �QOLL 7 2 O _ SUBMITTALS DATE DESCRIPTION.' REVISION 00/11/tE ESM FOR MeN A .. M/EC/21 amMD PDR PEIOET 0 04/2WI FMV=PDR Pma 1 TAG ' #1 TAG TAG #1 #2 TAG DM. WE N", ' RCT+sora #2, � RF wx m� OF; mNSTR WM Ac PROJECT NO: 1059-COOD2 METALLIC TAG NOTES: DRAWN BY: SKB CHECKED BY: MPS 1. TWO METALUC TAGS SHALL BE ATTACHED AT EACH END OF EVERY CABLE LONGER THAN (3) THREE FEET. 2. CABLES LESS THAN (3) THREE FEET WILL HAVE TWO QE NEW/ METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE. TAG Y 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP.TIES #1 PENDING RECEIPT OF FINAL REDS APPROPRIATE FOR CABLE DIAMETER. 'f 4. STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED TAG WITH TAGS ALREADY ENGRAVED TO ACCOMMODATE ALL CONFIGURATIONS. #2 yl 2 METALLIC TAG DETAIL NOT TO SCALE' THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPUCAMON OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 22°x34',USE GRAPHICAL SCALE AND/OR 1@ TIMES OF THE NOTED SCALE. SITE NUMBER: L113821 A SITE NAME PECONIC 41405 HWY 25 PECONIC,NY 11958 SHEET TTD.E COAX/FIBER PLUMBING DIAGRAM 1 67D02C OUTDOOR CONFIGURATION COAX FIBER PLUMBING DIAGRAM SHEET NUMBER NOT TO SCALE E•2 SHEET 7 OF SHEETS ELECTRICAL NOTES: ;1; ®���, WORK'MCLUDED CLEANING RACEWAYS CONED CONFLICTS QUALITY ASSURANCE 1,INCLUDE ALL LABOR,MATERIALS,EQUIPMENT,PLANT SERVICES 1.REMOVE.ALL CONSTRUCTION DEBRIS RESULTING FROM THE L PENETRATIONS OF WALLS,FLOOD AND ROOFS, FOR THE 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, TACnIfi NORU1 TUC AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE WORK PASSAGE OF ELECTRICAL RACEWAYS,TO BE PROPERLY OF ALL MEASUREMENTS AT THE SiTE BEFORE ORDERING ANY STATE AND FEDERAL REGULATIONS THESE SHALL INCLUDE,BUT G5 TRNER,R 117n OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE OREnTRNER,rIA�e AND SPECIFIED HEREIN;INCLUDING BUT NOT LIMITED TO THE 2.CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF COMPMATEENSATION OR DOING ANY WORK. NO EXTRA CHARGE OR OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER COMPENSATION SHALL BE ALLOWED DUE SI NSINDICAT LOCAL GOVERNING BODY.SEE CODE COMPLIANCE'=T-1. FALLOWING; THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED. BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON ADMINISTRATION A. PREPARE AND SUBMIT SHOP DRAWINGS,DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE THE CONSTRUCTION DRAWINGS.ANY SUCH DISCREPANCY IN 1. BEFORE.THE COMMENCEMENT OF ANY WORK,THE CONTRACTOR O ILLUSTRATIONS. 1.CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS,CEILINGS OR SMOKE TIGHT CORRIDOR DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE WALL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE B. PROCURE.ALL NECESSARY PERMITS ANO.APPROVALS AND UNNECESSARY CUTTING,CHANNELING, CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS v PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS,WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES. CEILING. PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. PROJECT.THIS PROJECT MANAGER WILL DEVELOP A MASTER ^ a THE WORK OF THIS CONTRACT. WHERE SUCH WORK IS NECESSARY,HOWEVER, PATCH AND M. PROVIDE ALL CONDUIT ENDS WITH INSULATED METALUC 2.THE BIDDER,IF AWARDED THE CONTRACT,WILL NOT BE SCHEDULE FOR THE PROJECT:WHICH WILL BE SUBMITTED TO • ' z x o n C.SUBMIT AS-BUILT DRAWINGS,OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS. ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. v INSTRUCTIONS AND.MANUALS. MECHANICS AT NO ADDITIONAL COST TO THE OWNER. RENDER N.CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE 2.SUBMIT A BAR TYPE PROGRESS CHART,NOT MORE:THAN 3 w g$ D. EXECUTE ALL CUTTING, DRILLING.ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE 8'-0', OR AS REQUIRED BY NEC, IN HORIZONTAL AND - FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF z m> PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES. 'VERTICAL DIRECTIONS. 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF THE WORK ON-THE SCHEDULE, INDICATING A TIME BAR FOR 2, 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 DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR EACH MAJOR'CATEGORY OR UNIT OF WORK TO BE PERFORMED Z w o m`m ec PENETRATIONS THROUGH POST TENSION SLABS,X-RAY EXACT INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO 3 a AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH > e AREA OF PENETRATION PRIOR TO PERFORMING WORK. CAl15IS INTERFERENCE MAKE CHANGES NECESSARY TO EXPOSED AREAS. PROVIDE ALL OTHER UNUSED BOXES WITH BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE z c a°LL COORDINATE ALL X-RAY WORK WiTH BUILDING ENGINEER. CORRECT CONDITIONS WITHOUT EXTRA CHARGE. STANDARD STEEL COVER PLATES. ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED E. PROVIDE HANGERS, SUPPORTS,FOUNDATIONS,STRUCTURAL P.WHERE APPLICABLE;PROVIDE ROOFTOP CONDUIT SUPPORT. THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF COMPLETION OF THE WORK. Z FRAMING SUPPORTS,AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS 3. PRIOR TO.FOR SUBSTANTIAL ANTIAL CING CONSTRUCTION,THE OWNER SHALL EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1.AS-BUILT DRAWINGS: PER BUILDING. GOVERNING THE WORK. SCHEDULE AN ON-SITE MEETING WiTH ALL MAJOR PARTIES.THIS HIS CONTRACT. PROVIDE COUNTER FLASHING,SLEEVES AND A UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER WOULD INCLUDE, BUT NOT LIMITED TO,THE OWNER, PROJECT SEALS FOR FLOOR,AND WALL PENETRATIONS. 'AS-BUILT'DRAWINGS. WIRES AND CABLES CONTRACTS AND WARRANTIES MANAGER; CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL F. MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2. SERVICE MANUALS: 1. CONTRACTOR TO COORDINATE WiTH EQUIPMENT SUPPLIER AND 1.'CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT TELEPHONE COMPANY,TOWER ERECTION FOREMAN (IF 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: OF CONTRACTOR LICENSES AND BONDS. SUBCONTRACTED). SUBMITTALS 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, 2.SEE MASTER CONTRACTION SERVICES AGREEMENT FOR 4. CONTRACTOR SHALL BE EQUIPPED WiTH SOME MEANS OF DATE DESCRIPnON REVISION TEMPORARY JUMPERS, CONDUITS,CAPS,.PROTECTIVE DEVICES, EQUIPMENT AND SYSTEMS. PRIOR TO BID. ADDITIONAL DETAILS. ,CONSTANT COMMUNICATIONS, SUCH.AS A MOBILE PHONE OR A oa/AV]e gun MR RDEN CONNECTIONS AND EQUIPMENT REQUIRED. PROVIDE -B. PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2.ALL EQUIPMENT/DEVICES TO BE PROVIDED WiTH INSULATED BEEPER.THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE 04/26/21 ¢ TOR PMRT o TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT. GROUND CONDUCTOR. STORAGE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. w/28/21 rx'm Put i m A PURPOSES '3.ALL WIRE AND CABLE TO BE 600VOLT, COPPER,WITH THWN/ 1.ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION 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. AND IN'A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL 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. FLOW OF OTHER WORK.ANY STORAGE METHOD MUST MEET ALL TIMES. CONTRACTOR WILL COMPLY WiTH ALL WPCS SAFETY RESPECT. IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED TO COMPLETE THE WORK. 12AWG.ALL WIRE NO.8 AND LARGER TO BE STRANDED. RECOMMENDATIONS OF.THE ASSOCIATED MANUFACTURER. REQUIREMENTS IN THEIR AGREEMENT. DRAWINGS AND IN THE SPECIFICATIONS. IF'AN ITEM OF WORK IS 2. OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS 5. CONTROL WIRING IS NOT TO BE LESS THAN NO. 14AWG, 6. PROVIDE WRITTEN DAILY UPDATES ON SiTE PROGRESS TO THE INDICATED IN THE DRAWINGS,IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT. FLEXIBLE IN SINGLE CONDUCTORS OR MULTI-CONDUCTOR CLEANUP OWNER. FOR.INCLUSION IN THE CONTRACT. FURNISH AND INSTALL ALL CABLES. CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR 1.THE CONTRACTORS SHALL,-AT ALL TIMES, KEEP THE SITE FREE 7, COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND 77- MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO TESTS, INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE CABLES TO BE PROVIDED WITH FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1. BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT AN OVERALL FLAME-RETARDANT, EXTRUDED JACKET AND RATED CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE 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. COMPLETION OF THE WORK.THEY SHALL REMOVE ALL RUBBISH 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 FROM AND ABOUT THE BUILDING AREA, INCLUDING.ALL THEIR ERECTIONS,AND EQUIPMENT CABINET PLACEMENTS. GENERAL REQUIREMENTS .. COMPONENTS ARE ALIGNED,AND THE EQUIPMENT IS IN SAFE, AND IS NOT TO BE RE-PULLED. TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL 1. PROVIDE ALL WORK IN ACCORDANCE WTIH THE NATIONAL OPERATIONAL CONDITION. r 7. HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V LEAVE THEIR WORK CLEAN AND READY TO USE DEK. DATE FWD INSURANCE AND BONDS ELECTRICAL CODE(NEC)AND LOCAL AND STATE ELECTRICAL 2. PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS: 2 EXTERIOR 1. CONTRACTOR,AT THEIR OWN EXPENSE, SHALL CARRY AND RU CODES. FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH (FT.) HOME RUN WIRE SIZE A VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL MAINTAIN, FOR THE DURATION-OF THE PROJECT,ALL Rr wN I THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS; 0 TO 50 NO. 12 TRACES OF SOIL,WASTE MATERIALS, SMUDGES AND OTHER - INSURANCE,AS REQUIRED AND LISTED,AND SHALL NOT �t THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT ANY POINT IN THE SYSTEM. 51 TO 100 NO. 10 FOREIGN MATTER COMMENCE.WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN °ps THE BUILDING. 101 TO 150 NO:8 B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES aoNma 3.INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDY SPECIAL REQUIREMENTS B.VOLTAGE DROP IS NOT TO EXCEED 3%. 'ADJACENT SURFACES. TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR WEw. FOR THIS SiTE. CONTRACTOR IS TO VERIFY EXISTING 1. DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS 9. MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, C.IF NECESSARY,TO ACHIEVE A UNIFORM DEGREE OF REQUIRED INSURANCE LIMITS. ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS:SCOTCHLOK OR AND CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. 2,THE OWNER SHALL BE NAMED.AS AN ADDITIONAL INSURED ON PROJECT NO: 1059-COOD2 EXISTING INCOMING SERVICE CAPACITY.ALL-ELECTRICAL OF THE PUBLIC AND/OR BUILDING OCCUPANTS. DO NOT APPROVED EQUAL" 3. INTERIOR ALL POLICIES. DRAWN BY: SKB INSTALLATION IS TO COMPLY WITH NEC,ADOPTED VERSION. INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES A VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL 3. CONTRACTOR MUST PROVIDE PROOF.OF INSURANCE CHECKED BY: MPS WITHOUT,THE,OWNER'S WRITTEN PERMISSION. 1.ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE TRACES OF SOIL WASTE MATERIALS, SMUDGES AND OTHER 2. WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY FISTING GROUNDING TYPE;WITH GROUNDING PIN SLOT CONNECTED TO FOREIGN MATTER FROM WALLS, FLOOR,AND CEILING. ABBREVIATIONS 4.EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS. BUILDING UTILITIES AND SERVICE,SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION. B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM NEW OR RELOCATED EQUIPMENT IS SHOWN WiTH SOLD LINES. OR BRANCH CIRCUITING SUPPLYING EXISTING FACILITIES, DISCONNECT SWITCHES AND FUSES .ADJACENT SURFACES. ADJ ADJUSTABLE OF NEW 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 C. REMOVE PAINT DROPPINGS,SPOTS, STAINS,AND DIRT FROM AGL ABOVE GROUND LINE J� SHADED LINES. REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON. CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE FINISHED SURFACES. & AND S. TF 0 SPECIFICATIONS PRIOR TO PRICINGAOR INSTALLATION. SHUTDOWN NOTE SCHEDULE AND NOTIFY OWNER.48 HOURS SUPPLIED. APPROX APPROXIMATE 5. GENERAL PRIOR TO SHUTDOWN.ALL SHUTDOWN WORK TO BE 2. PROVIDE HEAVY-DUTY, METAL-ENCLOSED, EXTERNALLY-OPERATED CHANGE ORDER PROCEDURE ® AT A.AFTER CAREFULLY STUDYING THE DRAWINGS AND SCHEDULED'AT A TIME CONVENIENT TO OWNER. DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE 1.REFER TO SECTION 17 OF SIGNED MCSk SEE PROFESSIONAL BTS BASE TRANSMISSION STATION SPECIFICATIONS,AND BEFORE SUBMITTING THE PROPOSAL AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT SERVICE AGREEMENT FOR MCSA. CAB CABINET K MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED. CLG CEILING " LI THE SITE,AND THE NATURE AND EXACT QUANTITY OF WORK 1. ROUTE ALL GROUNDING CONDUCTORS AS SHOWN ON .3. PROVIDE NEMA 1 DISCONNECT SWTTCHES'FOR INTERIOR RELATED DOCUMENTS AND COORDINATION CONC CONTINUO 2 TO BE PERFORMED.�NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER. � INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION. 7. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE 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- INTERRELATED. IN PERFORMANCE OF THE WORK,THE CONE CONTINUOUS OF ANY DISCREPANCIES THAT MAY HAVE BEEN NOTED LOCATION TO BUILDING STEEL- BUILDING STEEL IS A GENERAL ELECTRIC COMPANY CONTRACTOR MUSi REFER TO ALL DRAWINGS.ALL COORDINATION DIA OR 0 DIAMETER FQ BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B.SQUARE-D TO BE THE RESPONSIBILITY OF THE CONTRACTOR. DWG DRAWING A SPECIFICATIONS. GROUNDING ELECTRODE CONDUCTOR(GEC). 5. PROVIDE RK-1 TYPE FUSES, UNLESS NOTE)OTHERWISE SHOP DRAWINGS EA EACH ELECTRICAL ESS1 B.VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3.MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND PROF SEAL RESPONSIBLE FOR CORRECTNESS OF SAME EY EL ' EQUIPMENT WITH 2 HOLE,CRIMP TYPE, BURNDY COMPRESSION 1. INSTALL DISCONNECT SWITCHES WHERE INDICATED ON LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR ELEVATION 6.QUALITY,WORKMANSHIP,MATERIALS AND SAFETY TERMINATIONS,SIZED AS REQUIRED. DRAWINGS. APPROVAL EQ EQUAL 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 2.ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND EQUIP EQUIPMENT STH MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS,SIZED AS REQUIRED,AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING. CORRECTED B THIS DOCUMENT IS THE CREATION, Y CONTRACTOR PRIOR TO SUBMITTAL TO THE EGS EQUIPMENT GROUND BAR DESIGN,OCU ERTYSTHCOPYRIGHTED PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS. 3. FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR OWNIR AND 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 (E T EXTERIOR WORK OF T-MOBILE.ANY DUPLICATION 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 PRODUCTS AND SUBSTITUTIONS FF FINISHED FLOOR OR USE WITHOUT EXPRESS WRITTEN WHICH ARE LISTED AND LABELED ACCORDINGLY.THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS 1.SUBMIT 3 COPIES OF EACH'REQUEST FOR SUBSTITUTION. IN GA GAUGE CONSENT IS STRICTLY PROHIBITED. COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION OR GALV GALVANIZED SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING. INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. GC GENERAL CONTRACTOR 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 INCLUDE RELATED SPECIFICATION SECTION AND DRAWING GRND GROUND NOTE:IFDRAVdNGSARE22z34',USE B.WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING: AND INCLUDING 60A, USED FOR INITIAL FUSING. IN NO CASE NUMBERS AND COMPLETE DOCUMENTATION SHOWING NOTE:IFDRA INGSA E22.4TIME5 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 COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. LG LONG OGRAPHICAL SCAL ANDIOR1/ EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 PVC. SIZE BE FURNISHED. ?-.SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS MAX MAXIMUM COMPLETED AND IN ACCORDANCE WiTH THE APPROVED B. EXTERIOR,ABOVE GROUND POWER CONDUITS TO BE HICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, MECH MECHANICAL SiTE NUMBER: RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL(RGS). PRODUCTS AND MATERIALS BEING INSTALLED.THE CONTRACTOR MIN MICROWAVE DISH ACCORDANCE WITH CONTRACT DOCUMENTS. C.ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR,TO GENERAL NOTES: SHALL, IF DEEMED NECESSARY BY THE OWNER,SUBMIT ACTUAL MFR MANUFACTURER L113821A .C. PROVIDE LABOR,MATERIALS,APPARATUS AND APPLIANCES BE EMT. INTENT :. SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT MGB MASTER GROUND BAR ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D.INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED AM SHEETS E: MIN MINIMUM SITE N OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY ON THIS PROJECT. 1.THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS PECONIC IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE E.ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND MTL METAL CONTRACT DOCUMENT OR NOT. THIS PROJECT TO BE LABELED'T-MOBILE".OWNER WILL THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. (N) NEW 41405 HWY 25 D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE LABELS FOR CONTRACTOR TO INSTALL 2•THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE NIC NOT IN CONTRACT PECONIC,NY 11958 INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT F. INTERIOR FEEDERS TO BE INSTALLED IN E.M.T.WiTH STEEL FULLY EXPLANATORY AND SUPPLEMENTARY.HOWEVER,SHOULD TUTS NOT TO SCALE A AS-TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FITTINGS. BE SHOWN, INDICATED,OR SPECIFIED ON ONE AND ARCHITECTURAL SYMBOLS OC ON CENTER NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN; EXPLANATION THEREOF. G. MINIMUM SIZE CONDUIT TO BE 'TRADE SIZE OPP OPPOSITE SHEET•TITLE 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 S TO INCLUDE ALL LABOR (P) PROPOSED SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE.THE RIGHT H. FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT 38 TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID=TIGHT FLEXIBLE METAL CONDUIT. AND MATERIALS REASONABLY NECESSARY FOR THE PROPER PCS PERSONAL COMMUNICATION SYSTEM GENERAL AND EXECUTION AND COMPLETION OF THE WORK AS STIPULATE)IN PPC POWER PROTECTION CABINET THE CONTRACT DOCUMENT REMAINS SOLELY WITH I.CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE CONTRACT. 3 SF 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 OF CONDUITSS-INDICATED ON THE DRAWINGS IS INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF DETAIL REFERENCE KEY Sim SIMILAR NOTES 1.'GUARANTFE MATERIALS,PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC.BEFORE INSTALLING ANY WORK, EXAMINE THE THE PROCEDURE,TYPE.ANO QUALITY OF MATERIALS REQUIRE)' 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 SR 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 ' THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES. AND SHALL BE CONSIDERED AS PART OF,TIHE WORK NO DRAWING DETAIL NUMBER TOC TOP OF CONCRETE SHEET NUMBER 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 TOM TOP OF MASONRY DIRECTED BY ARCHITECT. STEEL.COORDINATE WITH BUILDING ENGINEER PRIOR TO MADE OR THAT ALTER ITTED BY THE OWNER WITHOUT THE ISSUING I 2 TYP TYPICAL ATTACHING TO BUILDING STRUCTURE CHANGE ORDER. RE 2TA-3 A_3 ON IVIF UNLLESSRIFY IN FIELD OTHERWISE NOTEDHEEP NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH SHEET 8 OF 9 SHEETS T . .Mobile• : ' •a,wtts onmmati ue -' OREAT IiNM NY 111J9 GENERAL NOTES6 FIBER REINFORCED POLYMER (ESE) NOTES: MASONRY CONSTRUCTION NOTES: 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 ASiM D638, 1. ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE)TO CONFORM TO ASIM A615 LOCA/STATE/OOUNTY/CITY BUILDING CODES,AS WELL AS Mb/TIA-222 STANDARD,AWWA-D100 695, 790. PLATES AND SHAPES TO BE FY= 5.35 KSI LW(SAFETY.FACTOR OF 8), .M KSI CW GRADE 60 SPECIFICATIONS.ALL.MORTAR TO BE 20M 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 SHAM BE USED. FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR V z N 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. w co- 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 z o6 i m m MASONRY STRUCTURES. 0 =� 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFlED:CONTRACi0R5 3, ALL-FASTENERS TO BE 1/2' DW FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, w A 5 0: EXPERIENCED IN SIMILAR_ CONSTRUCTION. SPACED AT 12 INCHES ON CENTER MAXIMUM, U.N.O., FOR PANELS AND AS DESIGNED FOR 2. ALL CMU TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLIy TO CONFORM TO ASTM A615 > 3 a o w STRUCTURAL MEMBERS. GRADE 60 SPECIFICATIONS.ALL"MORTAR TO BE 2000 PSI MIN. LL z o ° 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS IF OBSTRUCTIONS ARE FOUND, •FOR INTERIOR/ABOVE GRADE APPLICATIONS,TYPE N MORTAR HAVING MINIMUM MODULUS OF z - CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO'CONTINUING WORK. 4. THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANFLS•SHALL MATCH THE EXTERIOR OF THE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUiED BLOCKS,AND 158 PSI FOR FULLY Z EXISTING BUILDING, U.N.O. GROUTED BLOCKS, 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NDTES 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 SUBMITTALS 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 DATE ocscwanoN aensioN 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE. MASONRY STRUCTURES. „�,n, essm ,,,,�, • SHORING, BRACING,TEMPORARY SUPPORTS, ETC, NECESSARY Ta PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION.TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE w TOWER PLUMB rl<TENSION NOTES: 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 SIZE ULTIMATE TORQUE TI WMMENDED MAXUUY DRAWINGS 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR STRENGTH R�SiALLA71ON TORQUE ' PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 3/8-16 UNC 8 FT-LBS 4 FT=LBS 2. RETENSIONING OF EXSTING GUY WIRES SHALL BE PERFORMED AT A TiME WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT.GROUND LEVEL AND WiTH NO ICE ON-THE STRUCTURE AND GUY WIRES. B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFlNIGY 1/2-13 UNC 18 FT-LBS B FT-LBS ENGINEERING IF ANY DISCREPANCIES EXIST. 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES THE HORIZONTAL:DISTANCE 5/8-11 UNC 35 FT-ABS 16 FT-LBS BETWEEN THE VERTICAL CENTERUNES 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 UN bD FT-LBS 24 Fi-LBS" ,R. WM A" REASM 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE WE 1. STRUCTURAL STEEL SHALL CONFORM TO THE RISC MANUAL OF.STEEL CONSTRUCTION 14TH EDITION, 1-8 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET.THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE RF UM FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS.:' HEIGHT SHALL NOT EXCEED 5 DEGREES. ;7m 2. ALL FIELD CUT SURFACES, FIELD DRILLED:HOLES,AND GROUND SURFACES WHERE EXISTING•PAINT 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBLIES,WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT m a a OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WiTH (2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. SPECIAL INSPECTIONS NOTES: sre GALVILRE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS'.RECOMMENDATIONS. y STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND PROJECT NO: 1059-00002 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD. 1. A QUALIFIED INDEPENDENT:TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE DRAWN BY: BE JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WiTH THE THE GOVERNING HOLES,AS DEFINED BY NSC, 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 CHECKED Y BA 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK: •� � _NEW' 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). V[ C►/ 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. 12. ALL FRP PLATES TO BE FlBERPLATE MOLDED FRP PLATE. b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR M90 BOLTS)TO BE TIGHTENED 7 • W SHAPES TO BE:A992. Fy=50 KSI, U.N.O. �' � • RECTANGULAR HSS'TO.BE A50D, GRADE B. FY=46 KSI, U.N.O: PER 'TURN-OF-TILE-NUT' METHOD. 7k ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O.. 13. ALL FRP PANELS TO BE FlBERPIAIE CLADDING PANEL • STEEL PIPE TO BE A53, GRADE B. Fy--35 KSI, U.N.O. C. MECHANICAL AND EPDXIED ANCHORAGES. I • 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 GR 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. FRR MATERIAL TO BE CLASSIFIED AS CCI 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 RISC AND AW5 D1.1 LATEST EDITION. 4/26/2021 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 �p ��► 8. ALL Him 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. ' L •. MECHANICAL ANCHORS: KWIK BOLT-TZ, U.N.O. Y� • CMU BLOCK ANCHORS:ADHESIVE - HY120, U.N.O. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THIS DOCUMENT IS THE CREATION,. • 'CONCRETE ANCHORS:ADHESIVE - HY200, U.N.O. SECTION,THIS SHEET. THE APPROVED DESIGN DDCUMENTS. DESIGN,PROPERTY AND COPYRIGHTED • CONCRETE REBARI ADHESIVE- RE500, U.N.O. 2 THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING WORK OFTiv10BiLE.ANY DUPUCATION OR USE WITHOUT EXPRESS WRITTEN 9. ALL STUDS TO BE NEISON'.CAPACIOR DISCHARGE 1/4-20 LOW CARBON STEEL COPPER-FLASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMLM,THE ENGINEER OF RECORD,AND THE OWNER UNLESS THE FABRICATOR IS APPROVED CONSENT IS STRICTLY PROHIBITED. 55 KSI LILT/50 KSI YIELD;U.N.O. BY THE BUILDING OFFICIAL•TO PERFORM WORK WITHOUT THE SPECIAL.INSPECTIONS ' 10. BOLTS SHALL BE TIGHTENED TO A'SNUG TIGHT' CONDITION AS DEFINED BY A6 RANGE RECOMMENDED NOTE:IF DRAWINGS ARE 22'k34,USEC. MAXIMUM ALLOWABLE ANGLE CUP GRAPHICAL SCALE AND/ORI2 TIMES EDGE DISTANCE-OL•BOLT TO END 2A-4.0 3.0 OF THE NOTED SCALE. 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. EDGE DISTANCE-CL•BOLT TO SIDE L5-3.5 2.5 SiTE NUMBER 11 REMOVAL/REPLACEMENT.OF•STRUCTURAL MEMBERS SHALL BE DONE ONE MEMBER AT A TIME BOLT PITCH-OL•TO CL* 4.0-5.0 &0 L113821A CONTRACTOR IS RESPONSIBLE FOR ENSURING THE STRUCTURAL INTEGRITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. SiTE NAME- CONCRETE CONSTRUCTION NOTES: WOOD CONSTRUCTION NOTES: PECONIC 41405 HWY 25 1. CONCRETE TO BE 40M PSI O 28 DAYS RENFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 1. ALL-EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR-LARCH WiTH A.REFERENCE DESIGN I PECONIC,NY 11958 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-31 NTS 8 BUILDING REQUIREME FOR BENDING VALUE OF 1000 P51 MIN. REINFORCED CONCRETE.ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS.A MINIMUM OF THREE'INCHES OF CONCRETE SHALL 2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN BENDING I SHEET TITLE COVER ALL REINFORCEMENT. WELDING OF RFBAR IS NOT PERMITTED. VALUE OF 1000 PSI MIN. U.N.O. 2 EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE 3. ALL EXISTING AND PROPOSED GLUED LAMINATED,TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR GENERAL NOTES SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL'SCRATCH CDAT AND BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. REPAIR MATERIALS OR APPROPRIATE CHEMICAL: METHODS SUCH AS THE APPLICATION OF A BONDING NOT TO ENCROACH ON BOLT HOLE AGENT, EX. SAKRETE OR EQUIVALENT,TO ENSURE A QUALITY BOND BETWEEN EXISTING AND PROPOSED CONCRETE SURFACES. SHEET NUMBER S-1 T . -Mobile• NOTES: T SWS�UNR�SE NRTIW�T LLa MEAT RN R NY 117M 1. MODIRCA71ONS SHOWN ARE TYPICAL FOR ALL SECTORSL 2 ALL DESIGNATED PARTS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATION% UNLESS. a o OTHERWISE NOTED. K t N d n 3 CONTRACTOR TO FIELD.%VUY REQUIRED LENGTHS w 107, g OF PROPOSED ANGLES, PIPES do PLATES, AND CUT ? z m &DRILL ON SITE AS NECESSARY. Z z m .. i .. W 'ma u« 4. REMOVAL/REPLACEMENT OF STRUCTURAL MEMBERS ��,a o SHALL BE DONE ONE MEMBER AT A TIME.' Z CONTRACTOR IS RESPONSIBLE FOR ENSURING'THE Z z STRUCTURAL INTEGRITY.OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTON. SUBMITTALS DATE DESCRIPRON REVISION N/07/2I ®nn mn Ream o 0 (E) TOWER LEG (TYP) (N)TIE BACK KIT STE PRO 1 PART/STK—U (TYP OF 1 PER SECTOR, 3 TOTAL) (E) TIE BACK �' °OE °PpD aDmns RF IGa1 (E)SECTOR FRAME oas (E) MOUNTING PIPE (TYP) emsm SnE At PROJECT NO: 1059-00002 DRAWN BY: BE CHECKED BA PLAN VIEW -- SCALE: NOT TO SCALE O ( E TOWER LEG TYP 0� ) 4/26/2021 � I � (E) SECTOR FRAME n L (E) SECTOR FRAME o ao THIS DOCUMENT IS THE CREATION, (N) ME BACK KIT I DESIGN,PROPERTY AND COPYRIGHTED :c STE PRO 1 PART/SW-U (E) MOUNTING PIPE.(TYP) C (E) MOUNTING PIPE (TYP) WORK OFT-MOBILE.ANY DUPLICATION I N ( (TYP OF 1 PER SECTOR, 3 TOTAL) i OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. (E) TIE BACK (N) TIE BACK KIT I I SITE PRO 1 PART/SM=U NOTE:IF DRAWINGS ARE 2n34',USE (TYP OF 1 PER SECTOR, 3 TOTAL) GRAPHICAL SCALE ANDIORI2TIMES •16 b OF THE NOTED SCALE. N N SITE NUMBER: LI13821A 0 0 �—�- PECONIC a o 41405 HWY 25 PECONIC,NY 11958 SHEET TITLE MOUNT MODIFICATION 2 ELEVATION VIEW 41 -SIDE VIEW SHEET-NUMBER SCALE: NOT TO SCALE — SCALE: NOT TO SCALE 5.2 . . .Nlebile• TRIO RORNt11tf LLO GREAT RNER NY 117D0 U .. .. ZULJ N n m v 0:' rNgq W N^m C Z Z OZmm zZ m a m .. 1j5 3mo a aoLL Z o Z SUBMITTALS DATE DESCRIPNON REVISION 04/W/21 M=TOR Inver 0 6 MR. WE jw"j mama x uva iiWG OPS CQbTR SOE K ' PROJECT NO: 1059•C0002 DRAWN BY: BE CHECKED BA 4 01 4/26/2021 �ia Np4 ,1 SITE PRO 1 P/N STK-U THIS -- S THE CREATION, SCALE: NOT TO SCALE DESIGN,PROP ENT I PROPERTY COPYRIGFITED WORK OF TMOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 2n34°,USE GRAPHICAL SCALE AND/OR 1112 TIMES OF THE NOTED SCALE. SITE NUMBER: L113821A SITE NAME: PECONIC 41405;HWY 25 PECONIC,NY 11958 SHEET TITLE REQUIRED PARTS SHEET NUMBER S•3