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HomeMy WebLinkAbout20210434 National Grid Utility Pole Application N. ' 1 ° ° CITY OF SARATOGA SPRINGS Vi▪ s,_ = -, DESIGN REVIEW COMMISSION 1 -_, ,,?'.,:1;' City Hall -474 Broadway '' - • Saratoga Springs, New York 12866 ti.i�'91°,JRATLC.9�M1I, Tel:518-587-3550 x2533 www.saratoga-springs.org INSTRUCTIONS ARCHITECTURAL/HISTORIC REVIEW APPLICATION I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District • any exterior changes that require a building permit • Installation or exterior change to a structure requiring a • any change in exterior building materials building or demolition permit • a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including: • demolition of a structure - addition or removal of exterior architectural features - installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, Within a non-residential zoning district: • a change in exterior building color porches, etc. • installation of an awning - enclosure or screening or buildings openings such as windows, doors, porches, etc. - installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. • Within a front yard setback: - installation, removal or material changes to drive- or walkways - installation or removal of architectural, sculptural or vegetative screening that exceeds 3' in height - installation of accessory utility structures or radio/satellite transmission/reception devices over 2' in diameter • a change in exterior building color within a non- residential zoning district • a new, or change to an existing, sign or awning • installation of telecommunications facilities Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. Revised 01/2021 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: • Height— consistent with historic form and context of site and surrounding properties • Scale— relationship of structure and its architectural elements to human size, form, perception • Proportion — relationship among building elements including front facade, windows, and doors • Rhythm— pattern resulting from repeating building elements such as door/window openings, columns, arches, and other facade elements • Directional Expression — compatibility with horizontal &vertical expression of surrounding structures • Massing & Open Space— relationship of structure to open space between it and adjoining buildings • Setback—compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors, windows, roof) - Building materials - Color— (in non-residential zoning districts only) 5. DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come, first-served basis as determined by the completeness of the application. 7. APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 '1-1ANDWRITTEN APPLICATIONS WELL NOT BE ACCEPTED." LR �cels i c ,a, CITY OF SARATOGA SPRINGS (AppIicaiiar#) DESIGN REVIEW COMMISSION CITY HALL,474 BROADWAY (Date reoeivedl SARATOGA SPRINGS,NEW YORK 12866-2296 rrs7 \`' TEL; 518-587.3550 X2533 v,saratoga-sprincgs.t rg _ APPLICATION FOR: (Proect ARCHITECTURAL I HISTORIC REVIEW SeafFRQview APPiJCAN.rr(sI OWNER(S)) (ffrofi ATTORNEY/AGEWI: a#�jpJic,�!]r Name rllsOn Technology Management, Inc, National Grid Centerline C mmunir ations, LLC Address 16 Middle Street, 4th Floor 3170 Erie Bivde l est 750 W. Center St,Suite 301 Portland, ME 041[]1 � Syracuse, NY 13202 West Bridgewater, MA 42479 Phone (603)401 / 9498 (78'f)907 L1863 _ (315 X236 Email rude -t lso0itech.com nrnnytele[c us_ngrid.com bblasiclewi cdll C.ce0re Identify primary contact person: Q Applicant © Owner ®Attorney/Agent &t Brenda ask-Lewis An applicant must be the property owner,lessee,Or one with an option to lease or purchase the property in question. Applicant's interest in premises; 0 Owner PI Lessee El Under option to lease or purchase PROPi=R Y INFORMATION National Grid utility pole#1 IQcatisd at: Property Address/Location: 3Ritchie Place 166 46 2 33 Tax Parcel : Late Acquired by Owner: �rr xa a le, 16.5:i2- - - Current Zoning District; UR-1 Property use: l•I Residential ❑ Non-residential/mixed-use Type of Review: FE Architectural C7 Historic CJ Exterrslon/modification(of current approval) Summary description of Proposed repiecemont of existing utility pole(NG#1):install of an Omni proposed action: Has a previous applicarlon been filed with the IDRC for this proper=ty? _ App, llo,(s)a RRui dei 2112] 1 A "complete" application consists of 1 hard ca oIri 'nal and I electronic copy of application&ALL other materials as required below: New Construction I Additions ❑ Color photographs.showing sites eteriiar details of existing structures and adjacent properties 0 Site plan,drawn to scale,showing existing&proposed construction,property lines&dimensions, required&proposed setbacks&lot coverage.site features(fences,wanks,trees,etc.):on no larger than 2'x3`sheet-smaller preferred if legible ❑ Elevation drawings showing design of ail sides of existing&proposed construction--label dimensions, collas,materials,fighting(fixture &lamp type,wattage),etc.-include compass bearing&scale;no larger than 2`x3'sheet-smaller permitted if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'-smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Chan a in exterior bithdin materials(windows.doors,roof,siding, etc-), or color On fon-residential districts only) Irl Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction-Jebel dimensions,colo,materials,lighting(fixture&lamp type,wattage),etc. include compass bearing&scale:no larger than 2'x3'sheet-smaller permitted if legible ID Product literature.spec iestions and samples of proposed materiais and colors Within front card setbacks in Historic Districts only (Frdnt r�rR-I iN5T-Hiq= ':uR-4=25';UR-2,UR-3 a NCUo•r==101 - Installation, removal or change in material of drive-and walkways -Installation or removal of architectural,sculptural or vegetative screening over 3' in height - installation of accessory utility structures or radio/satellite transmission/reception devices(more than 2'diameter) For any of above: ❑Color photographs showing;site/exterior details of existing structures,and of adjacent properties 0 Site plan showing existing&proposed co+tstruction:include property lines&dimensions.required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale;no larger than 2'x3'sheet . smaller preferred if legible ❑ Product literature.specifications and samples of proposed materials and colors ilrt e venins Color ph-otographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sigroawnirig stare on building/prernises:no larger than I i"x 17" 0 Scaled illustration of proposed slgrilawning structure and lettering(front view&profile):: Include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials,mounting method and hardware ❑ Descriptions,specifications of proposed ligating including fixture&lamp type,wattage,mounting method,and location CI Product literature,specifications and samples of proposed materials and colors Demolition I1 Color photographs showing sitelextenor details of existing structures.and of adjacent propertie ,l Site plan showing existing and any proposed incFu l e dimerusiont..etbx.ckF,errooc mmi-nos,-tropes bearing.and scale ©Writpen d€scrlpLion of reasons for demolition and, in addition; El For structures of"architecturai/historical significance",demonstrates"goad cause"why atr acture cannot tie preserved 0 For structures in an architectural district that might he eligible for listing on National+Register of Historic Places,or for a ..eontributng"structure In a National Register district(contact City staff), provide plans for site development following demolition. include a timetable and letter of credit for project completion fielecornrriunicatiori facilities • Color ohotographs showing sitedexisting structures,and of adjacent properties fi#1 Site plan showing existing and proposed structures-include drme<r�alcarv,.etbs iss,ati-mct,r»rluus,cne.apac=batwing,grid s aJe s«lod ides[ tion of propcsed;tn,,,cwres:Include all dimensions;color,materials,fighting, mounting details Consult Article 240-12 22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative Screening 1Revlsed Ol/1 Q2I Request for extension of current approval Cr Identify date of original DRC approval: Curren expiration ;_ g.App.No. 0 Describe why this extension is necessary and whether any significant changes have occurred either on tthhe site or in the neighborhood. SEQR Environmental Assessment Form Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form(available here, h 1f'nr +ydec.ny,goyJcfe� Jrerr lits ci operator ottf( eafpartors Construction or expans on of a mufti-family residential struaur'e(4 units -i•) -Construction or expansion(exceeding 4,000 sq.ft gross floor area)of a principal or accessory non-residential structure -Telecommunications facility,radio antennae,satellite dishes -Demolition Disclosure Does any City officer,employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809) in this applications? !� No Cl Yes- If yes, a statement disclosing the name, residence,nature,and extent of this interest must be filed with this application. certification I/we,the property o'wrrer(s),or purchaser(s)/lessee(s)under contract, of the land in question,hereby request an appearance before the Design Review Commission. By the signature(s)attached hereto, I/we certify that the information provided within this application and accompanying documentation is,to the best of myfour knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. lfwe hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/rise agree to meet all requirements under Article Vil for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga springs. Brerlcla Bissl -Lewis 4/16/2021 (applicant signature) Date jit applicant sign• • ) Date: If applicant is not the currently the owner of the property,the current owner must also sign. Owner Signature: Please see attached consent letter Date: Owner Signature; Please see enclosed licenses from utility pole owner Date: Revicad 0 i2..02J Short Environmental Assessment Form Part I - Project Information Instructions 'oma lP eting Part 1-Project Information. The applicant or project sponsor is responsible for the>co mpletion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to furry respond to any item,please answer as thoroughly as possibly based on current information. Complete all items in Part i.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any kern. Part 1-Project and Sponsor Information New Cingular Wireless PCS,LLC("AT&T")-cRAN;RUNY_STOG 1 0O`} Name of Action or Project: Removal of existing e.tllty pots and attachment of communications equipment to rep(apernent utility-pale, Project Location(describe,and attach a location map); lltlity Pole#i;3 Ritchie Place Brief Description of Proposed Action: Replace exiating utility pole#1 near 3 Ritchie Place;install re*utility pole and attach communication equipment as shown In Plans, L Name of Applicant or Sponsor; — Telephone: (3'15)867-32239 Brenda Blask-Louis E-Mail: blalaalitewisfitclineltc.corn Address: 750 West Cerner Street,Suite 301 CityIPO: West BridgetvaterSAtt�tc: Zip Code: t 02379 1. Does the proposed action only involve the legisL•ruve adoption of a plan,local lave,ordinance, YES administrative rule,or regulation? NO IF Yes,attach a narrative description of the intent of the proposed action and the environmental resources that El 0 may be affected in the municipality and proceed to Part 2, If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:CttY of Saratoga Springs Design Review Commission and building permit. © L= l I 3. a.Total acreage of the site of the proposed action? — b acres — b.Total acreage to be physically disturbed? a acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0 acres 1 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. 0 Urban ,❑ Rural(non-agriculture) ❑ Industrial 0 Commercial 0 Residential(suburban) ❑Forest 0 Agriculture �] Aquatic ❑ Other{Specify): ❑Parkland Page 1 of 3 - 5. Is the proposed action, NO YES N/A L A permitted use under the zoning regulations? ❑ L_I b_ Consistent with the adopted comprehensive plan? ❑ . D El 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? i 0 El 7 Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO1 YES if Yes.identify: E1 LI i S. a. Will the proposed action result in a substantial increase in trafic abovepresennt levels? N YES b. Are public transportation services available at or near the site of the proposed action? 171 Z El c.. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed I r l ❑ ' action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES if the proposed action will exceed requirements,describe design features and technologies: LJ ❑ 10. Will the proposed action connect to en existing publicfptivate water supply? NO YES II"No,describe method for providing potable water: Not app8eebte. El L] 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Not applicable, IBJ ❑ 12. a.Does the project site contain,or is it substantially contiguous to;a building,archaeological site,or district NO YES which is listed on the National or State Register of historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the I. 0 State Register of Historic Places? b.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ El archaeological sites on the NY State Historic Preservation Office•(SHPO)archaeological site inventory? 13. a. Does any portion of the site of ihe proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other watt rb,dies regulated by a federal,state or local agency? CIEL b.W ould the proposed action physically alter,or encroach into,any existing wetland or waeerbody? El 0 If Yes,identify the wetland or wuterbcady and extent of alterations in square feet or acres: I I Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to he fund on the project site.Check all that apply: DShoreiine El Forest EJ AgriculturaVgrassiands Q Early mid-successional 1=1Wctland ® Urban 0 Suburban 15. Does the site of the proposed action oornain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered: ® El 16, Is the projec€site located in the 1 OO-year flood plan? NO YES E Q ^ 17. Will the proposed action create storm water discharge,either from point or non-point sources`? NO YEE IF yes, a, Will storm water discharges flow to adjacent properties? [] El b. Will storm water discharges be directed cc established conveyance systems(runoff and storm drains)? 4J If Yes,briefly describe: /Gm the propose action include construction or other activities that would result m the impoundment of►eater NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: L�J D 19, Has the site of the proposed action or an adjoining property been the location of an active or rclused solid waste NO YFS management facility? If Yes,describe: l=! LJ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO 52321 completed) for hazardous waste? [f Yes,describe: El El I CERTIFY THAT TILE ENFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE REST OF MY KNOWLEDGE Applicant/sponsor/name. Brenda 8156/1-Lewis � 4M20211 _ Date.: Signature: 41jtfirgisaria" �� Tide:4gent PRINT FORM, Page 3 of 3 EAF Mapper Summary Report Friday.April 16, 2021 11A1 PM r - Disclaimer: the EAF Mapper rs a act r>irtg tool ntortd d to assist li I :elect sponsors a'd reviawvng nates In epanng 3r1 envlroniiian#�l 166 46-2.85 T a merar Farm{E okF},Not;MI questions Baked In the FF F era 1Fal,01 F,- -L swOmaray £AF Mapper.Additional! rdor rtiarTean on any EAF - _ _ question.Cm be obtained by consulting the SAF Workboaka. Although The EAF Mapper provides The most♦a to-date digital data awart ble h0 DEG,you may also need to contact local or olft data soirees in order &Ci 141- •34 to obtain data not provided by the Mapper.Digital data isnot a 156,SS-,' ? sibeatitaforagency detarrn�ratinns. 1 - eitiiavra Nionrit* Sal 1{ ,+44 -1,46,-2 5 166 X46-2.13 ;I - 0 3�rtavrS4 �-`� I fietrol ,E" Albany rnetun I IIi1 -*--' . e Prtwl#ae►ta - j is5.46 x•32 i 2 166 46- -11 165:4 -?.C. Mime Year* 10-1.6 46.2-5' 0 i n ,r.,,,.....„...� l�ppl ;earnUSGS. eteantiip ItJC E NTP NRCatt he Japan l iE11 En Cl (Hong k En tF.�EF phitcyclalp Marx,-rCsrt Japan F•1i=n.En fNna 1 IMI-Ig kwxg En p.,:irea Bo[Thalami 1(3CC,1 OpetS-et kktiIcorrt-Ratters arid{th GIS rJsarCrirlh.mtnidy cio @p treetil p r rrtl is ,L,, ;nili`?w 45 t .k Comm unit)., Pal 1 1 Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sates] Part 1 !Question 12b [Archeological Sites] Yes Part 1 /Question 13a Wetlands or Other No Regulated Waterbodies] Part 1 1 Question 15 [Threatened or No Endangered Animal] Pail 1 1 Question 16[100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to PAF Workbook. Part 1 !Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 national ri _ d 300 Erie Boulevard Syracuse, NY 13204 April 2, 2021 Attention:State and Municipal Permitting Authorities RE: Evidence of Pole Attachment Agreement and Consent to File for Permits Granted to New Cingular Wireless PCS,LLC d/b/a AT&T To Whom It May Concern: The undersigned jointly owns and controls certain utility poles in public rights-of-way and on private property throughout the geographic areas where it operates. Please be advised that the undersigned has entered into a Pole Attachment Agreement("Agreement")authorizing AT&T Wireless("Applicant")to install,attach,maintain,repair,upgrade and use wireless communications equipment and appurtenances on certain utility poles pursuant to the terms and conditions of the Agreement.Permission is hereby granted to Applicant, or its agents,to make application for any Land Use,Access, Building, Electrical or Regulatory Permit(s)required to effectuate the initial installation, on-going maintenance and upgrades or replacements of said equipment. The poles to be utilized,within the City of Saratoga Springs, are as follows: • CRAN RUNY STOG1 009 -3 Ritchie Place -Pole#1 Please contact thirdparty@,nationalgrid.com if you have any questions Sincerely, /Ache/P G'awwo// Michael P Carroll Manager National Grid-3rd Party Attachments Rethink Possible .- Saratoga Lakes cRAN Design Plots Node: CRAN RU NY STOG1 009 . V a • a iii a a r it April 13,2021 , a i 0 a a ©2010 AT&T Intellectual Property.All rights reserved.AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. Exhibit 1: LTE (4G) Coverage from Neighboring Sites @1900 MHziiil +;',I..., Node CRAN_RUNY_STOG1_009 RUHY_S'OSUMI , r-n- Common Name Lake Avenue East . J_- fJ Lat 43.084681 ,+CRANRiJNY ST{?G1 'y� r Long -73.768451 /' f+ RAD CTR(FT,) 40 '�ftf�N FnJNY srnG 611EP 4 Freq 700/850/PCS/AWS ,1. a+7. a.0-,. RU Antenna NNV4SSP-360S-F4 ,fr' kly Y _ TM1 s1.1 Antenna(DEG) 360 —- • _ 'FI G7_on _ii �P ro�i Orr '""" Modulation LTE/OFDMA f _ _f t1PNv sTtJG1 _ a „RAN, _SF[]GS_CIo6 ■ At N - , ) Nig,1�151�[ iRU!*}7 STt)C1f}2 111 i PFNP17S,12 ,, « RUNYSTOG1_008 0 4/ i saratog,8.•Sprirugs ,,, `" r, - - f y� CR-',1 ( r'j J lJPiI,EISL`L i -+:7PNL[J951 IR rf hL�5632 P, 4 ds I Ill Exhibit 2: : LTE (4G) Coverage from Neighboring Sites @1900 MHz II _Am ili. - 1- i._ _ ------- , 1 , , - ..,, .1-1-- '1 4 i air "' t A- ec R e r_E dr 1.LTY-Mize UT RSRP(dB's') -1 40, $ - -.1 :te .15.4SL P5RP IRS ERRE'LeVel'MN>=-75 Dt a5e LI Man Indoor; 2 •—h a 1-1111k I. M Best SRP P!ERRE!Lew!islErn]7=415(Ce.rnenercial ineparj 4-9,054.• 4 .Best RPP P!EPREI Level ldBerl..-=-P0(Cornme Foal Stretchl ... . - MI Best P.SRP(RS EPREI Leue.idErn1'..--95.(Resdentral In.:Fool .41, • 1 '' , : .....10.• e. .. . , Desk R.S.RP(RS EPRE[Lewel IdDrel.>=-1,30!Residential Sid-cid-11 - - ., , ...,- - 404At _.- : Pest R5R0(RS EPREI Level l[113RP...=-1.05 II ri-Cal -• ,. s .Rest RSRF•(RS EPREI Level IdErel. =-1 10 IIn-Car Sired-AI utdo. fillo. Pill'. ... •. r I .........i.6 .Best Q.SRP PS EPREI Level:d13en),=-115 lOutd Dor ctretehj ••,, 1 If .4, i ' i -, . • I. d w S . . ° ' s. w" I. f I, C 7 vip..rsh 11;'::: -.. I - _ Lill El ents !_i. Leyen.1 L 1 „" - Ar . I., . rii• . cl ,, ,t - • - _..., ..._ . . w ._., ("IRAN RUNT STOG-1_11309 4 ' , , N L".''' C . ...16,1011114ript_f t `,11.7.tclg ':-.1 .rin,..,15 . .. . . --- . 1 P UtANRU S IDG1_11:1102 0 , . . _ 'II . ''''11- ' liato..i% . 4400,,,, - 1,4 / SO rot°oe S Dri . .°. ,xi.— )- - - i .1 5-7, .. — aF. ' • • '..,0 , _ ''''-' Ijiie ...: • .c, .: r - P:6 ,.. IY- . ;fAvr_ -41Vf ' 111/ t -•IF, -ie.-gat t- • d Exhibit 3: : LTE (4G) Coverage from @1900 MHz Proposed Small Cells and Neighboring Sites WIL AIMIL ili Ai AIL ,Ill, A $OPT Node 9 1TE rime UT:RSRP tellelml . . -• i• =Ecst RSRP1R5 EPPEJ Laver(riBm) =-75[Dense Urban Indoor.' u _ .. . .B,Ist PSRP(RE EPRE)Levor i:ciErn),---ES(Commercial Indoor) , - j ' "... i _ iefic ' a , , 111,: __ . . I.13 svt.RSRP CRS:PRE]Lever f d Elm),- -90(COMM{ECIII I 5treiLh] ' _ •Be st RSRP(RS EPP El Leseh(sIben1)=95[RES dentlal mcloor] i c , , - Illi Best PS.P.P(Pc E Pll EJ Laver'AGIT')"›=-1120(Residential Stretch! . 0 t - i' " ,r . - . - -i- - I B4 Et P.SSIP(PS EPRE)Lerek(crE lin),--105(In-Carl I . r. , - , r 11 Rest RSRP RS EPP Level io Ern e=-110 In-Car St ret Outdoor •, . ( n 1 ( thi I A- . , , _,... .Be st RSRP(RS EPRQ Lere relBrill.,= 115 foutaa a r StrEtCP11 25E.irt; 1 L.,gend JI., IIIVPi f • = • .A, . ' ' ri ,,' 1 . 6 i, •, , • _6 -,- , a A -&,. . . .& _ ' . -.. 7"'Mir , - -. . .., ,..,; .111. 1..1'1. • _ . , , . . • .. .,,,,- , —,-- ,.. .. . - °---.4*-. .. _ 'iki# • 4 , g , ., vs- , 7.7 ,____ n',...1--1 •-•*.' , - 1.--- ri '1,' 44-. 7-14...-.. - -— -' - -1-4 i'"- • - CRAINE_RINT_STOril_0(19 41: 10 _ i r``• , _ ,— :-- C41 i.,„ .6•44.-14.... le •._,acoy --F, I I t Agit' 4 -... , keire-_ 4 _ CRAN_Rii . .0 10E12 -r) ,,,, ... 1.41. li_ 1 . • , .-1. . , -..". ' 16, - - 'I Ft , . .. _ •'lit P?Olf Sarat0a - • 1 S -., .e --.- 3. ,,, ,... •• .. -,7 e_tilt ah. , m , _ I - . LI-•:,"';', °!",.•11, . . _ - . hu, , . .a.._.-.. • _ ' 'e ..-11! miiimik. • .1,_' .. - -ile--enble - o 'n.-Itc,,,- 41, it'- '4417... , riA • - ,.; ' i .4 ' _ ' Exhibit 4: LTE (4G) Coverage from Neighboring Sites @700 MHz topikLegenda Eiasefrne Rutle 9 LTE Ftne1 ITR RSV RI WO �} •5 est R5R'(RS EPRE)Level(c6ni)).=-+S(Dense Urdan Incloo J Best RSPP(RS EPRE]Level(darn]>=-SS(to mrnersial Indoor) a - M r •Best PEPP(RS EPRE]L2TEI(dB en]s---ge(rammer-0a!Stretch] _ - w. 4N;' •Dent RSR'(RS ERRE)Level W m)5=-95(Rnetential Indoor) Irak '` - - a EI est R5RP1RS EPREJ Level(dB nl]s=-1i[Restrtentrl SrretctU -- . best RSri[RS.ERREJLevel[dBrn]i=-105CIn-Carl � " '�= •BestRSR (R.SERRE)LareI(dB rn]}--110(In-Car Stretch/O!rtdaor) 4�'• -+. •BL RSRP FS ERRE)Level(dB rill 2=-115 COO daer%tredrh) ir LIE.r-u1.: - 12r_crC I .t '4 '' - ! y,. 1 A ¢.., �r4+ Ai Mo.,. ..'"''.. ... 3'''' le.....edilia 1 (-4. L-r.-;. Arr. __ * .ffler ;i ip I CIW{ RUNY}(�ST061_OM - - 1�- ,� r P�"� ''w writ T. 4. _- A �.. I to 71 J�r•��rl u7 t °, F + • —ter .. ...-14.-- wr ys` ir r Le e`F / ,1 °titr tF y 171 Sard f g Spyi r " , ; a - : v- ll , err Exhibit 5: LTE (4G) Coverage from Proposed Small Cells and Neighboring Sites @700 MHz h I- OPT Node 9 LTE:Finfik LTR R5RP WENN -IW 's ' •Best RSRP{RSEPRE)Level(cIBm ,=-7.S IDenseUJrban.scour. n; . I. •Best RSRP(RS EPRE)Level(dB ml r—-SS(Cornrnerciai Indoor) ! •Best RSRP(RS EPRE]Leval(dBmI---Sre(Commercial Stretchy ; •Gest F.5RP IRS:PRE)Lero'EI[mril>=-95!Res ant Ea In d oo r1 --- Seat PSPP(RS E PREJ Lew!(dE mJ,=_10O a denti al Stretch) I r- _ µ , B2.stRSRP(RS EPRE]Leval(dB rn =.MR(In--34R .4 ) •Bet RSRP(RS ERRE)Loral Warn,=--111(In-Car Stretch Outdoor) r_ _ - •B rst RSRP IRS ERRE]Le ie l(dB nil>=-115[ouLUo of Stretch( ). _ rr} , lk . al ['i,,.Euents '_ Lagsnd _ . f . { [- - _ a6 41 /MAN_FiLJNY ST001 008 } 4946' ii 5tp / ir a CRANIA] SThG1_oa tis f' I .r f ii,. ;II Sarav_ya tip ' ----' 6 - 4- A . , • aa +. Ilirill*. _,-, ' * f • a / 1112) i •?-,--, ,E Wilir re % AFO CENTERLINE COMMUNICATIONS Radio Frequency Safety Survey Prediction AT&T Monopole Facility Site Name: NNV4SSP-360S-F4 Prepared for: Technologies: 700 LTE, 850 LTE, 1900 PCS, AT&T New England on behalf of 2100 AWS AT&T Report Writer: Samuel Cosgrove *This is a report for a specific antenna Date: October 1, 2020 configuration (see page 6) Report Reviewer: Brandon Green Statement of Compliance AT&T will be compliant with FCC Regulations upon installation of recommended mitigation measures. Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 Page 11 NNV4SSP-360S-F4 Configuration _, CENTERLINE NNW to N>1 Jl1ICATIONS TABLE OF CONTENTS 1.0 GENERAL SUMMARY 3 1.1 SITE SUMMARY 3 2.0 SITE SCALE MAP 5 3.0 ANTENNA INVENTORY 6 4.0 ANALYSIS 7 4.1 PREDICTIVE MODEL: ALL TRANSMITTERS(GROUND LEVEL) 7 4.2 PREDICTIVE MODEL: ANTENNA LEVEL (17.00') 8 4.3 PREDICTIVE MODEL: SAFETY DISTANCE (11.00') 9 5.0 STATEMENT OF COMPLIANCE 10 5.1 STATEMENT OF AT&T MOBILITY COMPLIANCE 10 5.2 RECOMMENDATIONS 10 5.3 DESCRIPTION OF MPE-LIMIT EXCEEDING AREAS 10 5.4 CARRIER SIGNIFICANT CONTRIBUTION AREAS 10 5.5 COLLOCATOR SIGNIFICANT CONTRIBUTION AREAS 11 6.0 FALL ARREST AND PARAPET INFORMATION 11 APPENDIX A: RF SIGNAGE 12 APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS 13 APPENDIX C: CALCULATION METHODOLOGY 15 APPENDIX D: CERTIFICATIONS 16 APPENDIX E: PROPRIETARY STATEMENT 17 Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 P e 2 J /14/k NNV4SSP-360S-F4 Configuration AirCENTERLINE - CPIiMUNIcAT1 1 1.0 GENERAL SUMMARY Centerline Communications,LLC ("Centerline")has been contracted to provide a Radio Frequency(RF) Analysis for the following AT&T wireless monopole facility to determine whether the facility is in compliance with federal standards and regulations regarding RF emissions. This analysis includes theoretical emissions calculations for all equipment for AT&T . 1.1 SITE SUMMARY Analysis Site Data Site Name: NNV4SSP-3605-F4 Facility Type: Monopole Compliance Summary 11111111 Compliance Status: Compliant Upon Mitigation Installation Maximum Modeled MPE%the Ground Level AT&T 1.91% (General Public Limit): Maximum Modeled MPE%on the Nearest Rooftop 0.00 % AT&T(General Public Limit): Maximum Modeled MPE%at the Antenna Level AT&T 1493.73 (General Public Limit): Site Data Information • CD: N/A There are areas near the proposed antenna that are predicted to exceed MPE limits. The table below shows the distance from the antenna these areas extend. Horizontal Safety Distance (from Antenna Face) General Public Limit (ft.) 15' Occupational Limit (ft.) 7' Vertical Safety Distance (From Bottom Tip of Antenna) General Public Limit(ft.) 8' Occupational Limit(ft.) 6' Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 3 t\901 CENTERLINE %.,0 COMMUNICATIONS Signage and barriers are the primary means of mitigating access to accessible areas of exposure.Below is a summary of existing and recommended signage at this AT&T facility. Sign Type Sign Size #of Signs Sign Placement None N/A N/A N/A Recommended Signage Sign Type Sign Size #of Signs Sign Placement Yellow Caution 2 Standard 8"x12" N/A All Approaches • Caution 2 signs must be installed so they are visible from all approaches to the antenna. • This configuration must not be deployed within 18 feet of any structures or surfaces that may be walkable. Signage Installation Detail Centerline Communications,LLC 750 W Center St West Bridgewater MA 02379 Page 14 61 I% NNV4SSP-360S-F4 ConfigurationENTER ., ., COP, _", 2.0 SITE SCALE MAP Install a Caution 2 sign so it can be seen from all N approaches to the antenna. TEN -lir mummy A ;Jumper • ••.. i.• Caution 2 Caution 2 signs are Recommended lbioa Isom Cpm ErJad Cade Ani 10'grid size Existing Sign Proposed Sign Existing Barrier Proposed Barrier Sign age/Mitigation Plan • Centerline Communications,LLC 750 W Center St West Bridgewater MA 02379 Page 5 tit I% NNV4SSP-360S-F4 Configuration _, CENTERLINE �p to i' JNIIC%TIONS 3.0 ANTENNA INVENTORY Ant Name (MHz) ERP TX TPO(W) TPO(dBm) Gain in Total Mfg r Model= (ft) (ft) (ft) Azimuth Horizontal MDT Length Num Freq Count dbd Loss X Y Z BW (ft.) 1 AT&T 700 269.23 4 40.00 54.30 2.53 0.27 COMMSCOPE NNV4SSP-360S-F4 145.90 120.60 18.88 0.00 303.00 0.00 2.23 1 AT&T 850 299.31 4 40.00 54.76 3.02 0.30 COMMSCOPE NNV4SSP-360S-F4 145.90 120.60 18.88 0.00 282.00 0.00 2.23 1 AT&T 1900 480.97 4 40.00 56.82 5.24 0.46 COMMSCOPE NNV4SSP-360S-F4 145.90 120.60 18.88 0.00 292.00 0.00 2.23 1 AT&T 2100 484.31 4 40.00 56.85 5.29 0.48 COMMSCOPE NNV4SSP-360S-F4 145.90 120.60 18.88 0.00 236.00 0.00 2.23 Table 1: Total Site data table **(Z Value is distance from bottom of antenna to walking surface) Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 P a g e 16 a/14/k NNV4SSP-360S-F4 Configuration 4,,,0 CENTERLINE - com,muNicATioNs 4.0 ANALYSIS 4.1 PREDICTIVE MODEL: ALL TRANSMITTERS (GROUND LEVEL) LJ ANTENNA CL=20' Prpni FIFE Legrxf col• 5C•1 109X-sox nX- • soon+ PItF_Lirtx Stile 10 Arte Ettkv5 0b6Frei Caner Ca*Cade le AM At ground level there are no areas that exceed the Occupational or General Population limits.The maximum value at ground level from this facility is 0.382%of the FCC's occupational limit for radio frequency exposure(1.910% general population) Centerline Communications,LLC 750 W Center St West Bridgewater MA 02379 Page 17 NNV4SSP-360S-F4 Configuration IL _ir+ CENTERLINE 4.2 PREDICTIVE MODEL: ANTENNA LEVEL(17.00') iT'eN144fi1- s AVOW IPE Le9ei 0414 19615 ■ EOM.son 9x ■ Pttyk3.ergs Sia 9 10 foatgid Ito p4vq 17 la 23 f eft! CSI'C 6.17,-.0 ,fir&1 At the antenna level there is an area that extends 7 feet from the antenna face that may exceed the FCC's Occupational limit and an area that extends 15 feet from the antenna face that may exceed the FCC's general population limit for exposure to radio frequency emissions.The antenna level diagram is run 3 feet below the antenna to show the highest spatially averaged MPE levels. Centerline Communications,LLC 750 W Center St West Bridgewater MA 02379 Page 18 ke;Rik NNV4SSP-360S-F4 Configuration • CENTERLINE CPfiMUNIcAT14l1S 4.3 PREDICTIVE MODEL: SAFETY DISTANCE (11.00') N] WHEW,.CL•2[e peresv f Ltd • r '• ▪ St•1f ▪ 10Cit°504% © •51S0M mak• Rae Lidilx Suds 74 fad!gnd tue IONT 11hal?Feel C.amer'Lti{C.:41.1 M There is an area that extends 6 feet from the bottom tip of the antenna that may exceed the FCC's Occupational limit and an area that extends 8 feet from the bottom tip of the antenna that may exceed the FCC's general population limit for exposure to radio frequency emissions. Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 Page 19 4111% NNV4SSP-360S-F4 ConfigurationII, Aire CENTERLINE COMMUNICATIONS 5.0 STATEMENT OF COMPLIANCE Centerline conducted worst case modeling to determine whether the monopole facility located at N/A in N/A, is in compliance with FCC Regulations. 5.1 STATEMENT OF AT&T MOBILITY COMPLIANCE Based on the information analyzed,AT&T will be compliant with FCC Regulations once the mitigation measures recommended in this report are implemented. 5.2 RECOMMENDATIONS Sign Type Sign Size #of Signs Sign Placement Yellow Caution 2 Standard 8"x12" N/A All Approaches Signage Installation Detail • Caution 2 signs must be installed so they are visible from all approaches to the antenna. • This configuration must not be deployed within 18 feet of any structures or surfaces that may be walkable. 5.3 DESCRIPTION OF MPE-LIMIT EXCEEDING AREAS Based on worst-case predictive modeling,there are no modeled exposures on any accessible walking/working surface related to AT&T's proposed antennas that exceed the FCC's occupational and/or general population exposure limits at this site. At the antenna level there is an area that extends 7 feet from the antenna face that may exceed the FCC's occupational limit for exposure to radio frequency emisssions. There is an area that extends 15 feet from the antenna face that may exceed the FCC's general population limit for exposure to radio frequency emissions. There is an area that extends 6 feet below the bottom tip of the antenna that may exceed the FCC's occupational limit for exposure to radio frequency emissions. There is an area that extends 8 feet below the bottom tip of the antenna that may exceed the FCC's general public limit for exposure to radio frequency emissions. 5.4 CARRIER SIGNIFICANT CONTRIBUTION AREAS At ground level there are no areas predicted to exceed 1%MPE of the general population limit. Centerline Communications,LLC 750 W Center St West Bridgewater MA 02379 Page 10 a/14/k NNV4SSP-360S-F4 Configuration IL CENTERLINE CPIiMUNIcAT1 1 5.5 COLLOCATOR SIGNIFICANT CONTRIBUTION AREAS Based on review of construction drawings and aerial photographs,no collocators were identified onsite. Based on worst-case predictive modeling,there are no modeled exposures on any accessible walking/working surface related to the carrier's proposed antennas that exceed the FCC's occupational and/or general population exposure limits at this site. 6.0 FALL ARREST AND PARAPET INFORMATION As per AT&T barrier policy,rooftop edges that are protected with a 39-inch parapet wall or guardrail are safe for work activity within six(6)feet of the edge. OSHA has stated that an existing 39-inch guardrail or parapet provides sufficient protection for employees. The height of the top rail or equivalent component of guardrail systems in new construction shall be at least 42 inches above the walking or working surface. It should also be noted that the height of the parapet or guardrail may be reduced to no less than 30 inches at any point provided the sum of the depth(horizontal distance)of the top edge,and the height of the top edge (vertical distance from the work surface to the top edge of the top member,is at least 48 inches. If there is no reason for working atop the roof,then edge protection is not required. In addition,workers may use personnel lifts or temporary fall protection measures to perform work within 6 feet of the roof edge in place of permanent edge protection. Reference: 29 CFR 1910.28,29 CFR 1910.23 (NPRM-1990); OSHA Letters of Interpretation 2/9/83 and 3/8/9 Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 111 NNV4SSP-360S-F4 Configuration CENTERLINE com,muNicATig:ms APPENDIX A: RF SIGNAGE RF Signage limDescription Sign Description Sign Blue Notice Decal Blue Notice Sign Used to alert individuals that Used to alert individuals that they are entering an area that they are entering an area that N7 may exceed the FCC's -°•�•»• may exceed the FCC's General .wr ynwwinw mr MAIM,IN an Population emissions limit. ;e; ,; ,n"» General Population emissions �,,,,•,•,,..,,.,,,n p 0 I, v+N'i»•waa wYx N. 4�..r�rYASa Roa 0i\1•l1.�4,0l - =*• - limit.Must be positioned such »..n••.n,uc,i.wsN.n, Must be positioned such that that persons approaching from "»""1.1S I. — persons approaching from any any angle have ample warning angle have ample warning to to avoid the marked areas. avoid the marked areas. Yellow Caution Decal Yellow Caution Sign Used to inform individuals Used to inform individuals that that theyare enteringan area they are entering an area that MI II.elin.Paw a CAUTION A that may exceed the FCC's a.maw, ^; * may exceed the FCC's t ger! Occupational emissions limit. ...*60114, Occupational emissions limit. _x•,5,1.,id a,a.Jay.pir•n...,,_r},I..,. •°•M PwTlxan riva*� Must be positioned such that _ M1,., ,,.,, Must be positioned such that persons approaching from any "'"--2:1-7"---' persons approaching from any angle have ample warning to angle have ample warning to avoid the marked areas. avoid the marked areas. Yellow Caution 2 Sign rAIL mum Used to inform individuals that • they are entering an area that may exceed the FCC's Occupational emissions limit. Must be positioned such that persons approaching from any angle have ample warning to avoid the marked areas. Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 12 a/14/k NNV4SSP-360S-F4 Configuration AirCENTERLINE - CPIiMUNIcAT1 1 APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS All power density values used in this report were analyzed as a percentage of current Maximum Permissible Exposure (% MPE) as listed in the FCC OET Bulletin 65 Edition 97-Oland ANSI/IEEE Std C95.1. The FCC regulates Maximum Permissible Exposure in units of microwatts per square centimeter (µW/cm2). The number ofµW/cm2 calculated at each sample point is called the power density. The exposure limit for power density varies depending upon the frequencies being utilized.Wireless Carriers and Paging Services use different frequency bands each with different exposure limits,therefore it is necessary to report results and limits in terms of percent MPE rather than power density. All results were compared to the FCC (Federal Communications Commission) radio frequency exposure rules, 47 CFR 1.1307(b)(1) — (b)(3), to determine compliance with the Maximum Permissible Exposure (MPE)limits for General Population/Uncontrolled environments as defined below. General Population/Uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore,members of the general public would always be considered under this category when exposure is not employment related,for example,in the case of a telecommunications tower that exposes persons in a nearby residential area. Public exposure to radio frequencies is regulated and enforced in units of microwatts per square centimeter (µW/cm2). The general population exposure limit for the 700 and 800 MHz Bands is approximately 467 µW/cm2 and 567 µW/cm2 respectively, and the general population exposure limit for the 1900 MHz PCS and 2100 MHz AWS bands is 1000 µW/cm2.Because each carrier will be using different frequency bands, and each frequency band has different exposure limits,it is necessary to report percent of MPE rather than power density. Occupational/Controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure,have been properly trained in RF safety and can exercise control over their exposure. Occupational/Controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits(see below), as long as the exposed person has been made fully aware of the potential for exposure, have been trained in RF safety and can exercise control over his or her exposure by leaving the area or by some other appropriate means.The Occupational/Controlled exposure limits all utilized frequency bands is five (5)times the FCC's General Public/Uncontrolled exposure limit. Additional details can be found in FCC OET 65. Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 13 ee‘ NNV4SSP-360S-F4 Configurationilik_AppilCENTERLINE CPPPMUNIcAT1oli$ Table 1:Limits for Maximum Permissible Exposure(MPE) (A)Limits for Occupational/Controlled Exposure Frequency Range Electric Field Strength Magnetic Field Strength Averaging Time[E]2, (MHz) (E) (II) [1112,Density(S) [H]2,or S (mW/cm2) (V/m) (A/m) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f2)* 6 30-300 61.4 0.163 1.0 6 300-I,500 -- -- f/300 6 1,500-100,000 -- -- 5 6 (B)Limits for General Public/Uncontrolled Exposure Frequency Range Electric Field Strength Magnetic Field Strength Averaging Time[E]2, Power Density(S) (MHz) (E) (H) [H]2,or S (mW/cm2) (V/m) (A/m) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-I,500 -- -- f/1,500 30 1,500-100,000 -- -- 1.0 30 f=Frequency in(MHz) *Plane-wave equivalent power density Figure 1. FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density 1,000 i I I I I I I I OccupabortagGorlinalled Exposure ----General Papulation/Uncontrolled Exposure \ \ TI � • 1 - 0.2- - 01 I I i 0. T 300.03 300 13,00© 30,000 1300000 00 1.34 1,500 100,000 Frequency(MHz) Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 1 14 a/.6 NNV4SSP-360S-F4 Configuration CENTERLINE CPIiMUNIcATig:ms APPENDIX C: CALCULATION METHODOLOGY Centerline Communications,LLC has performed theoretical modeling using Waterford Consultants' RoofMaster'M 2020 Version 21.9.04.20 which uses a cylindrical model for conservative power density predictions within the near field of the antenna where the antenna pattern has not truly formed yet. Within this area power density values tend to decrease based upon an inverse distance function.At the point where it is appropriate for modeling to change from near-field calculations to far-field calculations the power decreases inversely with the square of the distance. This modeling technique is very accurate with very low antenna centerlines, such as rooftops,where persons can get very close to the antennas and pass through fields in close proximity. The modeling is based on worst-case assumptions for the number of antennas and transmitter power. Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 115 a/14/k NNV4SSP-360S-F4 Configuration CENTERLINE CPIiMUNIcATig:ms APPENDIX D: CERTIFICATIONS I, Samuel Cosgrove,preparer of this report certify that I am fully trained and aware of the Rules and Regulations of both the Federal Communications Commissions(FCC)and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities, Procedures&Guidelines document. Samuel Cosgrove 10/1/2020 I,Brandon Green,reviewer and approver of this report certify that I am fully trained and aware of the Rules and Regulations of both the Federal Communications Commissions(FCC) and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities,Procedures& Guidelines document. Brandon Green 10/1/2020 Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 16 a/14/k NNV4SSP-360S-F4 Configuration CENTERLINE - CPIiMUNIcATig:ms APPENDIX E: PROPRIETARY STATEMENT This report was prepared for the use of AT&T to meet requirements specified in AT&T's corporate RF safety guidelines. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by Centerline Communications,LLC are based solely on the information provided by AT&T and all observations in this report are valid on the date of the investigation.Any additional information that becomes available concerning the site should be provided to Centerline Communications,LLC so that our conclusions may be revised and modified,if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal,both of which are integral parts of this report.No other warranty,expressed or implied,is made. Centerline Communications, LLC 750 W Center St West Bridgewater MA 02379 117 at&t lit!!!!!!!::::::°1 "......_..---' MOBILITY CORP. 550 COCHITUATE ROAD 1111114tim--.4111 .17::000.00/,/\ ' atm FRAMINGHAM,MA 01701 i CENTERLINE AT&T SITE IDCRAN_RU NY_STOG 1_009 z°E.�.I.w.z,NN4.,- 753 RITCHIE P LACE W CENTER SUITE 301 WEST BRIDGEWATER, R,MA 02379 PHONE:781.713.4725 SARATOGA SPRINGS, NY 12866 REVISIONS 1 03/17/21 ISSUED FOR CONSTRUCTION 0 03/17/21 ISSUED FOR REVIEW NO. DATE DESCRIPTION DESIGNED BY: APPROVED BY: PROJECT INFORMATION AG DC PROJECT �;)F E�� n' AT&T SITE ID: CRAN_RUNY_STOG1_009 LOCATION 4:141::::F7:::;::::11/ I/ SITE ADDRESS: 3 RITCHIE PLACE ��� ��:°����5 O�� SARATOGA SPRINGS, NY 12866 — ®��' �a� LATITUDE: 43.084681'± r LONGITUDE: 73.768451'± ( ��X- r� Ir. 1 ix COUNTY: SARATOGA (� Ill ' , <3,�! I Brewonp ti �;✓ `mal-P) l STRUCTURE TYPE: UTILITY POLE '1 "� . ? Cairn (n ��1� POLE OWNER: NATIONAL GRID % 1�43®�oA\ ��� N ® SSVO � . DESCRIPTION OF WORK: AteDRAWING INDEX uw raR nrvr PERSON uNEE55 iNEr PRE Acnrvc 1,4!r-7.1 -y:.,_+7. ,,,L,„,,,,„...,.,„,OF A 110ENSEO RRNssIOLES ENIENTA N AL1En 1. INSTALLATION OF ANTENNA AND ASSOCIATED EQUIPMENT ON %TMIRMO DOCUMENT. ENGINEER DISCLAIMS ALL DAelur°ASSOCIATED ENGINEER IN REPLACEMENT UTILITY POLE. REUSE,ALTERATION OR MOOIRCAPON OF THE CONTENTS HEREIN. l NO. DESCRIPTION REV. DATE 2. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT ]111: 110.J.•%,,W- S° T-1 TITLE SHEET 1 03/17/21 811 SITE AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF IMPROVING CELLULAR AND VICINITY MAP GN-1 GENERAL NOTES 1 03/17/21 WIRELESS INTERNET SERVICE. NOT TO SCALE A-1 ELEVATION & KEY PLAN 1 03/17/21 1'_ r 3. AT&T MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL A-2 EQUIPMENT DETAILS 1 03/17/21 :. MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. DigSäte -. 1411 ME-Y91 WIT PROJECT DIRECTORY GENERAL NOTES CLUSTER & NODE #: TBD 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE AT&T SITE ID: A&E / PROJECT MANAGER: PURPOSE OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY CRAN_RUN Y_STOG1_009 CENTERLINE COMMUNICATIONS ALLOWED. SITE ADDRESS: 750 WEST CENTER ST, SUITE 301 3 RITCHIE PLACE WEST BRIDGEWATER, MA 02379 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED SARATOGA SPRINGS, NY 12866 PHONE 781.713.4725 TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SARATOGA COUNTY SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. PROJECT TYPE: APPLICANT: 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL UTILITY POLE at&t MOBILITY CORP. IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR 550 COCHITUATE ROAD BE RESPONSIBLE FOR SAME. SHEET TITLE: FRAMINGHAM, MA 01701 ELEVATION & KEY PLAN DRAWING #: REVISION: A-1 GENERAL NOTES GROUNDING NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 18. APPLICABLE BUILDING CODES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY t81t CONTRACTOR - CENTERLINE COMMUNICATIONS SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL GROUNDING SYSTEM AND LIGHTING PROTECTION SYSTEM (AS DESIGNED AND SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER - AT&T MOBILITY THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND at&t MOBILITY CORP. CONTRACT AWARD SHALL GOVERN THE DESIGN. GENERAL COMPLIANCE WITH ERICSSON AND TIA GROUNDING STANDARDS. THE 550 COCHITUATE ROAD 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL BUILDING CODE: IBC 2015 & VT UNIFORM BUILDING CODE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE FRAMINGHAM,MA 01701 SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN AMENDMENTS CONTRACTOR FOR RESOLUTION. BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE NFPA 70-2017 SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE LIGHTING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL FOLLOWING STANDARDS: AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN 6140441CENTERUNE APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL ACCORDANCE WITH THE NEC. 4i * � APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND ra�wu�TFa..:..,_ AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. REQUIREMENTS FOR STRUCTURAL CONCRETE; 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE 750 W ESTBRI NTERST,SUITE301 COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE WEST WATE3.4725 379 REGULATIONS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL PHONE:781.713.4725 MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE LESS. REVISIONS ONLY. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCUTRES AND 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, ANTENNAS. GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON NS , SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND THE DRAWINGS. INSTALLED ,WITH THE POWER CIRCUITS TO BTS EQUIPMENT. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND 1 03/17/21 ISSUED FOR CONSTRUCTION SUPPLIED BY THE SUBCONTRACTOR. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS, 2 AWG 0 03/17/21 ISSUED FOR REVIEW SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. STRANDED COPPER FOR OUTDOOR BTS. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH NO. DATE DESCRIPTION MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. EXOTHERMAL WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. DESIGNED BY: APPROVED BY: 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE AG DC SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE CONTRACTOR. USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Ti CABLES, 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR O� NEv/ GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. BOLTED TO GROUND BAR. ¢o�y �O SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTORS SHALL NOT BE �� �J°��� NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. �`S USED FOR GROUNDING CONNECTIONS. r 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND ® i 4 LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH Cit. i s\ ,�' , SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. THE NEC. �10 Ar°�:'/Iii 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED 0 t✓ -%�V � x,01, COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG �� �� � rra ? REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. � � 94301- $ INSTITUTEONACI 301. OR MORE OF 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING �® y��M (ACI) STEEL MUST HAVE IT BONDED TO THE GROUND RING USING AN EXOTHERMICrta- SSd® WELD CONNECTION USING #2 AWG SOLID BARE TINNED COPPER GROUND WIRE, 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL PER NEC 250.50. HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. Iris A WOLARON OF LAW FOR ANY PERSON UNLESS THEY ARE ACM. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE DOCUMENT. HEahEECLCLLRYSSD° THIS THE DISCLAIMS UAeIUTAOCIATENM THE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (FY = 36 KSI) REUSE,AL ERARGI OR UODIFlCAPON O HE CCN NTS HEREIN. UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (FY = 36 KSI). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. 811 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES { FOR CONSTRUCTION OF AT&T MOBILITY SITES". IQ:* 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO � . COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE e DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. ME N91 WIT CLUSTER & NODE #: ABBREVIATIONS TBD AT&T SITE ID: AGL ABOVE GRADE LEVEL EQ GENERAL CONTRACTOR REQ REQUIRED CRAN_RUN Y_STOG1_009 AWG AMERICAN WIRE GAUGE GC MASTER GROUND BUS RF RADIO FREQUENCY SITE ADDRESS: 3 RITCHIE PLACE BBU BATTERY BACKUP UNIT MIN GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED SARATOGA SPRINGS, NY 12866 BARE TINNED SOLID SARATOGA COUNTY BTCW COPPER WIRE MGB MASTER GROUND BAR TBR TO BE REMOVED PROJECT TYPE: TO BE REMOVED UTILITY POLE BGR BURIED GROUND RING MIN MINIMUM TBRR AND REPLACED BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL SHEET TITLE: ELEVATION & KEY PLAN E EXISTING N.T.S. NOT TO SCALE UG UNDERGROUND RADIATION CENTER LINE DRAWING #: REVISION: EGB EQUIPMENT GROUND BAR RAD (ANTENNA) VIF VERIFY IN FIELD A--1 1 EGR EQUIPMENT GROUND RING REF REFERENCE TOP PROPOSED ANTENNA 1111-2 ELEV. 42'-5"± (AGL) \ APPROXIMATE LAT: 43.084681.1 N o COORDINATES: LONG: 73.768451'1 W OF PROPOSED ANTENNA atat ELEV. 41'-3"± (AGL) PROPOSED 45' WOOD S / I . UTILITY POLE TO REPLACE EXISTING UTILITY POLE #1 TOP OF PROPOSED UTILITY POLE _ _ PROPOSED ANTENNA t at&t MOBILITY CORP. ELEV. 38' 6'1 (AGL) ' Y FRAMNGHIAM,TUATE MA001701 ilk 0 RELOCATED EXISTING PRIMARY _ _ I PROPOSED POLE TOP I} A ELEV. 36'-6"1 (AGL) MOUNTING BRACKETIt — %al --..-T -PROPOSED (3) 2" UV RATED U-GUARD 3.37 ._ r, ra�wurFawIse. FOR FIBER CABLES k�'1 A ` S' r s .1. '�' 750 W CENTER ST,SUITE 301 CD - '• WEST BRIDGEWATER,MA 02379 z_ - _ • - PHONE:781.713.4725 3' • .°� PROPOSED • pilik RELOCATED EXISTING SECONDARY WEATHERHEAD REVISIONS ELEV. 28'-6"1 (AGL) \ gii TOP OF EXISTING UTILITY POLE S S PROPOSED (3) #6 AWG (1) #8 AWG ELEV. 27'-4"1 (AGL) \ GND WIRES INSIDE PROPOSED (1) UV KEY PLAN RATED 1" MIN. SCH. 40 PVC CONDUIT. 1 03/17/21 ISSUED FOR CONSTRUCTION RELOCATED EXISTING SPAN GUY_ _ S CONDUIT SHALL BE SECURE BY TWO ELEV. 26'-3"1 (AGL) HOLE STRAPS AT BOTH ENDS OF 0 03/17/21 ISSUED FOR REVIEW RELOCATED EXISTING CATV EVERY 10' SECTION OF CONDUIT dik NO. DATE DESCRIPTION ELEV. 24'-0"1 (AGL) S S DESIGNED BY: APPROVED BY: dik RELOCATED EXISTING CATV SS AG DC ELEV. 23'-0"1 (AGL) pilik RELOCATED EXISTING TELCO/ S IS 111-1 ELEV. 22'-0"1 (AGL) S I--. S r NE PROPOSED FIBER / IA Gt�,. O J,CR�/kO IV ELEV. 21'-01 (AGL) 4 , 1 ., EXISTING PRIMARY �� � r S��� ` POWER ® ' yi1 �_ • . '4.'48 (fin✓� ago\ �. i., ixI PROPOSED FIBER �f? � i�,� PROPOSED FIBER JUMPERS i ° 'k', PROPOSED DEMARC BOX, BY (n ` ••-ft...-'€"4,411. FIBER PROVIDER. CONNECTED TO ,�' FIBER ABOVE BY FIBER PROVIDER EXISTING SPAN - " „y" .. Qh�® �� y �e - PROPOSED EQUIPMENT CABINET �� GUY _ EXISTING `�3®1� WITH RRHs t : SECONDARY POWER ® ��6® p�M z PROPOSED (1) 60A 1 n 2-POLE\PAD-LOCKABLE DISCONNECT 4",7. `_ SWITCH FUSED AND (3) 20A 2-POLE CIRCUIT BREAKERSEXISTING TELCO , i IS A WOLPPON OF LPW FOR ANY PERSON UNLESS THEY ARE ACPNG I _ UNDER PRE OIRECPON OF A UCENSEO PROfESSIONAl ENtlNEER lb OL1ER I + I` + P115 OOCU EEN i.UNUESS LE AGREED TO BT P1E ENGINEERA. IN IAHPNG,TH ENGINEER OIS0.AIN5 ALL UASI IN ASSOLIPIEO WP1 LT H, REUSE,AL...OR MOOIRCAPON OF THE CONTENTS HEREIN. • PROPOSED 60A METER/BREAKER METER SOCKET _ WITH BY PASS (BY OTHERS). USE ANCHOR STYLE BOTTOM FEED METER/BREAKER COMBO OR + 811 - EQUIVALENT (METER SHALL NOT BE MOUNTED ON STREET SIDE) Z a PROPOSED 45' WOOD UTILITY POLE TO 00 1 REPLACE EXISTING UTILITY POLE #1 ri J D , .3 m EXISTING UTILITY lir*. T. pt IgSafe PROPOSED (1) 1/2" UV RATED CONDUIT POLE # 1 TO BE MA ME N91 n-VT FOR #2 AWG COPPER GROUND. REMOVED ANDAi iii ik GROUND LEVEL REPLACED - CLUSTER & NODE #: Ilki ELEV. 0'-0"1 (AGL) I I I_I I I—H I- -I I IEI P—III—III—H I=LI I-' TBD H I 1-1 I—_�I N— III—III --- y I I-I 1-1 1I11M11 ITI I 1=-11' AT&T SITE ID: 11 1111-1 1+- 11 -.� CRAN_RUN Y_STOG1_009 PROPOSED 5/8"x8' COPPER —II I I GROUND RODS SHALL BE INSTALLED IN SITE ROD(S) " ADDRESS: CLAD GROUND ROD (TYP.) 11 I I I UNDISTURBED SOIL, 12" MIN. FROM THE POLE. "D # _ 3 RITCHIE PLACE _ 2' MIN. TOP OF GROUND RODS SHALL BE 24" MIN. a - �" y5+'I'" ae SARATOGA SPRINGS, NY 12866 I ROD(S) X11 ' ru4] 2' MIN. II I I BELOW FINISHED GRADE OR 6" BELOW FROST `� SARATOGA COUNTY II I I I LINE. THE POLE GROUND SHALL HAVE A MAXIMUM PROJECT TYPE: ° I I ° RESISTANCE OF 25 OHMS. UTILITY POLE 6' (MIN.) SHEET TITLE: GRAPHIC SCALE EXISTING PHOTO ELEVATION & KEY PLAN 2•_8" G T•_4•• 2•_8 5•_4• TE'-8"EAST ELEVATION 1 J N.T.S.u DRAWING #: REV SIGN: SCALE:3/8" = 1'-0" (22"X34") A-1 1 (IN FEET) 3/16" = 1'-0" (11"X17") RRU CHART NorF ANTENNA CHART 41111M011.''� MOUNT PER MANUFACTURER'S SPECIFICATIONS. QUANTITY MODEL L W D WEIGHT MFG MODEL H D WEIGHT VOLUME 4449 B5 8c °4111 atat 1(P) 41 2 15.0" 13.2" 10.4" 73 LBS. COMMSCOPE NNV4SSP-360S-F4 26.8" 1 4.6" 38.0 LBS. 2.59 CU. FT. l(P) 8843 B2, B66A 14.9" 13.2" 10.9" 72.0 LBS. at&t MOBILITY CORP. NOTE: 550 COCHITUATE ROAD NOTE: __PROPOSED ANTENNA MOUNT PER MANUFACTURER'S SPECIFICATIONS. FRAMINGHAM,MA 01701 MOUNT PER MANUFACTURER'S SPECIFICATIONS. �- ;+; i CENTERLINE • - C'B-MAlk"if E R0.. \innurt ofi y,• Y 750 W CENTER ST,SUITE 301 I WEST BRIDGEWATER,MA 02379 14.6�� _ PHONE:781.713.4725 ® • r REVISIONS 1. p .iiiliI'i L��i '1 ilEb co Illi N / 4449 �I p� ______---- II / MOUNTING POLE TOP 8843 RRH DETAIL 1 03/17/21 ISSUED FOR CONSTRUCTION NO1-CD-12 1"x6" NOTICE DECAL D 03/17/21 SSUED FOR REVIEW PLACE (3) NOTICE STICKERS EQUALLY AP PC WP813 NG SPACED AROUND THE BOTTOM OF THE N.T.S. N0. DATE DESCRIPTION ANTENNA II Ili DESIGNED BY:AG APPROVED BY: PROPOSED ANTENNA ._.7°.._ DC Ihk ""� .��� EXISTING/PROPOSED "'"" `- '�"s' UTILITY POLE PROPOSED ANTENNA ,�,�"�„r 1 I (12) 1/2" COAX IIIIIIIIIII MOUNT BRACKET �. 0� ���/ n' CABLES i111 ill 1 • �� �,��� /iO� 2 n 24)A ��'� �S� U� ANTENNA DETAIL ANTENNA IV CUNT DETAIL z z�B SECONDARY POWER * ® T f, lb N.T.S. N.T.S. 2 2�C LINES (SEE NOTES) NI ✓� p�o� .i IX 2" UV RATED U-GUARD FOR 11111II�i� WEATHER HEAD (LEAVE17' / i +064p,FIBER CABLES AND AISG 4111111111101110 (_"_...._ �.�w EQUIPMENT CABINETR10' CONDUCTORS FOR m � gCl MFG MODEL H w D VOLUME CABLE VIII `, UTILITY CO. TIE INS) �.._P,-�;� �� SCHROFF FIBER �J 2 �} z ®� ����®��� TECHNOLOGIES AF000342 42.0" 24.5" 20.5" 8.33 CU. FT. INTERNATIONAL ,p o (3) #6 AWG & (1) #8 AWG ® SSVO 0 (1) FIBER DEMARK ' GND WIRE IN 1" MIN, SCH. 40 NOTE: ON POLE UV RATED PVC MOUNT PER MANUFACTURER'S SPECIFICATIONS. c ) —(12) 1/2" COAX CABLES ITIS A NOLAPON OF LAW FOR ANY PERSON UNLESS THEY ARE ACING 1 4" UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER 6.5 %WING.THE ENGINEER olsanl S ALL LICITLY KEEDABILITY ASSOCIATBY THE ED NTH THE NOTE: I REUSE,ALTERATION OR MODIRCAPON OF THE CONTENTS HEREIN. CONTRACTOR TO SLECT SWITCH GEAR LJ LJ Li TO HAVE SAME VOLTAGE AS 4449 8843 u u uSECONDARY POWER LINE FEED RRH RRH_I Q Li u u VOLTAGE -RRHs {� LJ LJ u 11(TYP.) IN- LJ LJ ! LJ FIBER IN 2" SCH. 40 PVC I,.• 111111, LJ LJ LJ CONDUIT (TYP.) "" Li Li Li Z Dio,_s,_. LJ LJ LJ 2 . e N AC POWER— o #2 AWG d- o GROUND(TYP.) - MA 114E-1191 MIT I 22 ❑ CLUSTER & NODE #: 22 22 ❑ TBD (1) 60A 2-POLE DISCONNECT SWITCH AT&T SITE ID: FUSED AND ICRAN_RUNY_STOG1_009 (3) 20A 2-POLE CIRCUIT BREAKER (SEE ' 2 2 ❑ I ELECTRICAL NOTES) 0 i-#2 AWG COPPER SITE ADDRESS: 2' 3 RITCHIE PLACE GROUND INSIDE 1/2" SARATOGA SPRINGS, NY 12866 UV RATED PVC SARATOGA COUNTY WEATHER PROOF SUARE D CAT PROJECT TYPE: NO.: SDSA1175 = —5/8"mx8' COPPER UTILITY POLE SECONDARY SURGE ARRESTOR CLAD GROUND ROD ON 20A 2P CIRCUIT BREAKER SHEET TITLE: METER MAIN WITH BYPASS EQUIPMENT DETAILS EQUIPIVENT CABINET DETAIL GENERAL WIRING DETAIL DRAWING : A-2 REMSION: 1 N.T.S. N.T.S. N * 750 West Center Street,Suite 3C1 U11�s�G ENTERLI�VEfa; Bridgewater, KA 02379 huif caM UMICaruOMs �. 1 7 25 March 19, 2021 44—.00 at&t AT&T Mobility Corp. 550 Cochituate Road Framingham, MA 01701 Subject: Structural Analysis Report AT&T Site ID: cRAN_RUNY_STOG1_009 Pole Number: 1 Site Address: 3 Ritchie Place Saratoga Springs, NY 12866 To Whom It May Concern: Centerline Communications completed a structural analysis to determine the structural integrity of the utility pole at the site referenced above. Based on our analysis, Centerline Communications has determined the proposed pole stress level to be adequate to support the existing and proposed equipment.This analysis assumes wire type and estimates wire diameter using photos of the existing pole. Proposed Equipment: (1) Commscope NNV4SSP-360S-F4 Antenna (26.8" H, 14.6" 0) (Weight=38.0 lbs.) (1) Power Meter(18.5" H, 10.0" W,4.8" D) (Weight= 16.0 lbs.) (1) Breaker Panel (8.7" H, 5.4" W, 2.5" D) (Weight=9.9 lbs.) (1) Fiber Demarc (9.6" H, 7.0" W, 2.7" D) (Weight= 2.0 lbs.) (1)AF000342 Cabinet (42.0" H, 24.5" W, 20.5" D) (Weight= 146.0 lbs.) (1) 8843 B2, B66A RRU (14.9" H, 13.2" W, 10.9" D) (Weight=72.0 lbs.) (1)4449 B5 & B12 RRU (15.0" H, 13.2"W, 10.4" D) (Weight= 73.0 lbs.) (1) Fiber Line Analysis Results: % Result Comments Proposed Pole Stress Level with Existing and Proposed Equipment: 49.8 PASS N/A ,1 * 750 West Center Street,Suite 3C1 fa;�� CENTERLINE U11�s�G02379Bridgewater, NIA �379 7813114725 NW' COPIKUMICATJONS Analysis Results Based Upon the Following Pole Conditions: Existing Pole Height Existing Pole New Pole New Pole New Pole Height New Guy Wires Above Grade Length/Class Length/Class Embedment Above Grade Required 27.3' 35 45/2 6.5' 38.5' No This evaluation was conducted in accordance with the 2017 National Electric Safety Code (NESC) "Grade C, Heavy" construction standards and 2018 Connecticut State Building Code (Amendments to the IBC 2015). Assumptions and Limitations: • The utility pole and associated accessories are constructed in conformance with all applicable state and local building codes. • The utility pole has been maintained in accordance with the manufacturer's specifications. • The foundation/soil is acceptable. Recommendations: Centerline Communications recommends the following changes to the existing conditions in order for this analysis to be considered valid: • Replace the existing pole with a new 45', Class 2, Southern Pine Pole with 6.5' Embedment. • Reinstall existing span guy at 26'-3". All Equipment proposed in this report shall be installed in accordance with Centerline Communications Construction Drawings dated March 17, 2021. Should you have any questions, please do not hesitate to contact us. Sincerely, Derek Creaser, PE Director-A&E Services Pole ID:cRAN_RUNY_STOG1_009.pplx 0-Calc® Pro Analysis Report Friday, March 19,2021 8:17 AM Pole Num: 1 Pole Length /Class: 45/2 Code: NESC Structure Type: Guyed Tangent By: LP Species: SOUTHERN PINE NESC Rule: Rule 2508 Status Guy Wires Adequate Checked By: DC Setting Depth (ft): 6.5 Construction Grade: C Pole Strength Factor: 0.85 Aux Data 3 Unset G/L Circumference (in): 40.30 Loading District: Heavy Transverse Wind LF: 1.75 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.30 Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 0 Longitude: 0 Elevation: OM Pole Capacity Utilization (%) Height Wind Angle (ft) (deg) 1 Maximum 49.8 0.0 159.3 - -- - ` - Groundline 49.8 0.0 159.3 - - :' Vertical 1.3 20.8 10.0 - 7 --..e A c -`~� --~- ~ Pole Moments (ft-Ib) Load Angle Wind Angle - (deg) (deg) Aa Max Cap Util 57,748 174.3 159.3 }- Groundline 57,748 174.3 159.3 GL Allowable 117,445 Guy System Component Summary Load From Worst Wind Individual Maximum Load Angle on Pole With Overload Applied Description Lead Length Lead Angle Height Nominal Wind Angle Max* Load Wind Angle (ft) (deg) (ft) Capacity (%) (deg) Capacity (%) (deg) ► Single Helix Anchor 140.0 190.0 0.0 159.3 0.0 0.0 • EHS 3/8 (Span/Head) 26.3 0.0 159.3 0.0 0.0 System Capacity Summary: Adequate Adequate User:Lee Peringer CC-BQSKFT2 *Includes Load Factor(s) Page 1 of 4 2 Worst Wind Per Guy Wire 3 Wind At 159.3° OCP:6.01 Pole ID:cRAN_RUNY_STOG1_009.pplx 0-Calc® Pro Analysis Report Friday, March 19,2021 8:17 AM Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 174.3° Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole Load* Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (%) (ft-lb) (%) (%) (+1- psi) (lbs) (psi) (psi) (%) Powers 289 11.1 7,935 13.7 6.8 464 448 3 467 6.9 Comms 1,837 70.8 39,536 68.5 33.7 2,311 1,295 10 2,321 34.1 GuyBraces 9 0.3 229 0.4 0.2 13 57 0 14 0.2 GenericEquipments 117 4.5 2,561 4.4 2.2 150 679 5 155 2.3 Pole 225 8.7 4,323 7.5 3.7 253 2,633 20 273 4.0 Crossarms 116 4.5 3,085 5.3 2.6 180 225 2 182 2.7 Insulators 2 0.1 79 0.1 0.1 5 65 0 5 0.1 Pole Load 2,595 100.0 57,748 100.0 49.2 3,376 5,402 42 3,418 50.3 Pole Reserve Capacity 59,697 50.8 3,424 3,382 49.7 Load Summary by Owner- Reporting Angle Mode: Load -Reporting Angle: 174.3° Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole Load* Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (%) (ft-lb) (%) (%) (+1- psi) (lbs) (psi) (psi) (%) Existing 1,156 44.5 27,750 48.1 23.6 1,622 1,776 14 1,636 24.1 AT&T 1,214 46.8 25,675 44.5 21.9 1,501 993 8 1,509 22.2 Pole 225 8.7 4,323 7.5 3.7 253 2,633 20 273 4.0 Totals: 2,595 100.0 57,748 100.0 49.2 3,376 5,402 42 3,418 50.3 Detailed Load Components: Power Owner Height Horiz. Cable Sag at Cable Lead/Span Span Wire Tension Tension Offset Wind Moment (ft) Offset Diameter Max Weight Length Angle Length (lbs) Moment" Moment" Moment" at GL" (in) (in) Temp (lbs/ft) (ft) (deg) (ft) (ft-lb) (ft-lb) (ft-lb) (ft-lb) (ft) Secondary TRIPLEX 6 AWG Existing 28.50 7.11 0.5800 1.69 0.113 135.0 4.0 135.0 357 -12,964 13 124 -12,828 Secondary TRIPLEX 6 AWG Existing 28.50 7.11 0.5800 1.77 0.113 140.0 190.5 140.0 357 12,631 13 264 12,908 Secondary TRIPLEX 6 AWG Existing 28.11 167.65 0.5800 0.69 0.113 60.0 105.5 60.0 333 3,934 15 523 4,472 Secondary TRIPLEX 6AWG Existing 28.11 167.65 0.5800 0.45 0.113 40.0 244.5 40.0 333 3,692 10 435 4,137 Primary ACSR 1 AWG 6/1 Existing 36.60 44.39 0.3550 0.57 0.115 135.0 4.0 135.0 1,065 -49,682 11 136 -49,535 ROBIN Primary ACSR 1 AWG 6/1 Existing 36.60 44.39 0.3550 0.62 0.115 140.0 190.0 140.0 1,065 48,524 11 278 48,813 ROBIN Totals: 6,134 73 1,760 7,967 User:Lee Peringer CC-BQSKFT2 *Includes Load Factor(s) Page 2 of 4 2 Worst Wind Per Guy Wire 3 Wind At 159.3° OCP:6.01 Pole ID:cRAN_RUNY_STOG1_009.pplx 0-Calc® Pro Analysis Report Friday, March 19,2021 8:17 AM Comm Owner Height Horiz. Cable Sag at Cable Lead/Span Span Wire Tension Tension Offset Wind Moment (ft) Offset Diameter Max Weight Length Angle Length (lbs) Moment* Moment" Moment" at GL" (in) (in) Temp (lbs/ft) (ft) (deg) (ft) (ft-lb) (ft-lb) (ft-lb) (ft-lb) (ft) Overlashed Bundle 1/4"EHS Existing 22.00 7.52 0.2500 1.29 0.121 140.0 190.5 140.0 800 21,849 10 191 22,050 Telco 26 GA 50 PR(0.58) Existing 21.96 7.52 0.5800 0.180 140.0 190.5 140.0 11 62 73 Telco TELE 1.0 Existing 21.91 13.71 1.0000 0.65 0.400 40.0 234.5 40.0 333 4,657 20 423 5,100 Overlashed Bundle 1/4"EHS Existing 22.00 7.52 0.2500 1.18 0.121 135.0 4.0 135.0 800 -22,426 10 90 -22,327 Telco 26 GA 50 PR(0.58) Existing 21.96 7.52 0.5800 0.180 135.0 4.0 135.0 11 38 49 Telco TELE 1.0 Existing 21.98 9.42 1.0000 1.69 0.400 85.0 71.0 85.1 333 -2,172 -21 1,050 -1,142 Telco TELE 1.0 Existing 21.98 9.42 1.0000 1.06 0.400 60.0 114.0 60.0 333 4,667 -14 471 5,123 Overlashed Bundle 10M Existing 24.00 7.40 0.3060 1.14 0.165 140.0 190.5 140.0 2,000 59,588 11 211 59,809 CATV CATV.50 Existing 23.96 7.40 0.5700 0.600 140.0 190.5 140.0 18 91 110 Overlashed Bundle 10M Existing 24.00 7.40 0.3060 1.06 0.165 135.0 4.0 135.0 2,000 -61,162 11 104 -61,047 CATV CATV.50 Existing 23.94 7.40 0.5700 0.600 135.0 4.0 135.0 18 37 56 CATV CATV.50 Existing 23.00 7.46 0.5700 1.10 0.600 60.0 114.0 60.0 333 4,902 44 388 5,334 CATV CATV.50 Existing 23.00 7.46 0.5700 0.61 0.600 40.0 234.0 40.0 333 4,998 30 349 5,376 Overlashed Bundle 1/4"EHS AT&T 21.00 7.59 0.2500 1.39 0.121 140.0 190.5 140.0 800 20,856 11 187 21,054 Telco BELOPTIX DT144- AT&T 20.96 7.59 0.7560 0.208 140.0 190.5 140.0 12 64 76 144 FIBERS- DIELECTRIC (0.756) Totals: 35,757 182 3,755 39,694 GenericEquipment Owner Height Horiz. Offset Rotate Unit Unit Unit Unit Unit Offset Wind Moment (ft) Offset Angle Angle Weight Height Depth Diameter Length Moment" Moment" at GL" (in) (deg) (deg) (lbs) (in) (in) (in) (in) (ft-lb) (ft-lb) (ft-lb) Box Demarc AT&T 14.25 6.86 180.0 0.0 2.00 9.60 2.70 -- 7.00 2 70 72 Box Cabinet w/RRU AT&T 11.50 15.94 180.0 0.0 291.00 42.00 20.50 -- 24.50 727 879 1,605 Box Meter AT&T 8.00 8.31 180.0 0.0 16.25 18.50 4.80 -- 10.00 21 108 130 Cylinder Antenna AT&T 41.00 0.80 0.0 0.0 38.00 26.80 -- 14.70 -- 4 717 722 Box Breaker Panel AT&T 9.25 7.10 180.0 0.0 9.90 8.70 2.54 -- 5.40 11 32 43 Totals: 765 1,806 2,571 Crossarm Owner Height Horiz. Offset Rotate Unit Unit Unit Depth Unit Offset Wind Moment at (ft) Offset Angle Angle Weight Height (in) Length Moment* Moment* GL" (in) (deg) (deg) (lbs) (in) (in) (ft-lb) (ft-lb) (ft-lb) Normal CROSSARM 3-1/2 X 4- Existing 35.70 5.91 4.0 4.0 53.00 4.50 3.50 96.00 -49 1,071 1,023 1/2 X 8 Normal MK-06679 Mounting AT&T 39.00 -0.02 0.0 0.0 28.00 20.00 2.00 2.04 0 119 119 Bracket Normal Riser AT&T 23.50 6.43 200.0 200.0 37.40 365.00 3.00 3.00 34 1,922 1,956 Totals: -14 3,112 3,098 Insulator Owner Height Horiz. Offset Rotate Unit Unit Unit Offset Wind Moment at (ft) Offset Angle Angle Weight Diameter Length Moment" Moment* GL" (in) (deg) (deg) (lbs) (in) (in) (ft-lb) (ft-lb) (ft-lb) Bolt Single Bolt Existing 22.00 0.00 96.5 6.5 5.00 3.00 0.10 0 0 0 Bolt Single Bolt Existing 24.00 0.00 96.5 6.5 5.00 3.00 0.10 0 0 0 Spool Spool 3" Existing 28.50 0.00 96.5 6.5 2.00 3.00 3.19 0 13 13 User:Lee Peringer CC-BQSKFT2 'Includes Load Factor(s) Page 3 of 4 2 Worst Wind Per Guy Wire 3 Wind At 159.3° OCP:6.01 Pole ID:cRAN_RUNY_STOG1_009.pplx 0-Calc® Pro Analysis Report Friday, March 19,2021 8:17 AM Pin Pin Insulator-10 kV Existing 35.89 44.00 86.4 0.0 7.00 4.50 8.50 0 64 64 J-Hook J-Hook Existing 23.00 0.00 180.0 180.0 5.00 3.00 0.10 0 0 0 Bolt Single Bolt AT&T 21.00 0.00 96.5 6.5 5.00 3.00 0.10 0 0 0 Extension Single Bolt AT&T 39.00 3.34 93.5 0.0 5.00 3.00 0.10 0 1 1 Totals: 0 79 79 Guy Wire and Brace Owner Attach End Height Lead/Span Wire Percent Lead Angle Incline Wire Weight Rest Length Stretch Height (ft) Length Diameter Solid (deg) Angle (lbs/ft) (ft) Length (ft) (ft) (in) (%) (deg) (in) EHS 3/8 Span/Head Existing 26.25 26.25 140.00 0.375 75.00 190.0 0.0 0.273 138.26 0.00 Guy Wire and Brace Elastic Rated Guy Allowable Initial Loaded Maximum Applied Vertical Shear Load Shear Load Moment at (Loads and Reactions) Modulus Tensile Strength Tension Tension Tension*2 Tension2 Tension3 Load In Guy Dir At Report GL3 (psi) Strength Factor (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) Angle (ft-lb) (lbs) (lbs) EHS 3/8 Span/Head 2.30e+7 15,400 0.90 13,860 700 0 0 0 0 0 0 231 Totals: 0 0 0 231 Anchor/Rod Load Summary Owner Rod Length Lead Length Lead Angle Strength of Anchor/Rod Allowable Max Load2 Load at Pole Max AGL (ft) (deg) Assembly Strength Load (lbs) MCU3 Required (in) (lbs) Factor (lbs) (lbs) Capacity2(%) Single Helix Anchor Existing 18.00 140.00 190.0 20,000 1.00 20,000 0 0 0.0 Pole Buckling Buckling Buckling Buckling Buckling Minimum Diameter at Diameter at Modulus of Pole Ice Density Pole Tip Buckling Buckling Buckling Constant Column Section Section Buckling Tip GL Elasticity Density (pcf) Height Load Load Load Factor Height" Height Diameter Diameter at (in) (in) (psi) (pcf) (ft) Capacity at Applied at of Safety (ft) (% Buckling (in) GL Height Height Col.Hgt.) (in) (lbs) (lbs) 0.71 20.84 33.08 11.96 4.29 7.96 12.83 1.60e+6 60.00 57.00 38.50 430,687 4155.52 76.92 User:Lee Peringer CC-BQSKFT2 *Includes Load Factor(s) Page 4 of 4 2 Worst Wind Per Guy Wire 3 Wind At 159.3° OCP:6.01 Cen#erlane Com rnunpCatio LLC 025793 Cl i Y OF SARATOGA SPRINGS Check: 2579.3 Date: 4/50021 Vendor: 0 Prior Invoice P.0, Num, Ivo'rc Amt Balance Retention 52205C-030-3 500.00 Amt, Paid 500.00 500.00 0.00 0.00 500.00 CRA N_RUN Y_STO G 1_009 500.00 500.00 0.00 0.00 500.00 Centerline Communications LLC 025793 750 W. Cent€�r Street ROCI{LA ID 7RI S COMPANY Suite 01 MtDIIELr7,MA 02x 5.2 W. Bridgewater, MA 02379 53.;40'1.13 (751)713-4725 11 a 2 DA1 E AMOUNT Raw THE SUM OF FIVE HUNDRED DOLLARS AND NO CENT /5/2021 5/2021 * �` ***500,005793 TO THE ORDER ta OF CITY OF SARATOGA SPRINGS V°I° - DAYS r --------(--------- Ina SIGNATURE e lit° 25793riu 1:0i430414781: 29cE004679ii• Centerline Communications LLC 025793 CITY OF SARATOGA SPRINGS Check: 25703 Date: 4/5/2021 Vendor: 0 Invoice Prior P.O. Num. Inv+ ice Arnt Balance R r►t Discount 522050-030-3 500.00 500.00 0.00 0.00 Amt.0}.0x.01 id CRAN_RUNY_STOG1_009 50 500,00 50000 0,00 0.00 500.00 PR60007 CEI PM 4/3E WIFII cEMEFW.Cp_ NUS FORMS UIVISION Van 5774731 52244020uu1 o-"(R