The URL can be used to link to this page

Home My WebLink About52194-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 52194 Date: 08/19/2025 Permission is hereby granted to: New York Telephone Co Attn: Verizon Addison, TX 75001 To: construct modifications to an existing wireless telecommunication facility as applied for Planning approval. Premises Located at: 31775 Route 25, Cutchogue, NY 11935 SCTM# 97.-5-11 Pursuant to application dated 06/07/2024 and approved by the Building Inspector. To expire on 08/19/2027. Contractors: Required Inspections: Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO Commercial $100.00 Total $600.00 ilding Inspector yriK TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s:(/wwwsoqtholdtownny.gov' Date Received APPLICATION FOR BUILD111ING PERMIT For Office Use Only m � PERMIT NO. � Building Inspector; _ JUN 7 - 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an I',1171;DI G DE PT. Owner's Authorization form(Page 2)shall be completed. Date:6/6/2024 OWNER(S)OF PROPERTY: Name: Verizon New York SCTM#1000-97-5-11 Project Address: 31775 Main Road, Cutchogue, NY 11935 Phone#: Email: Mailing Address: P.O. Box 152206, Irving, TX 75015-2206 CONTACT PERSON: Name: c/o Centerline Communications LLC Mailing Address: 5550 Merrick Road, Suite 302, Massapequa, NY 11758 Phone#: 516-557-2398 Email:KJacobs@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name: APT Engineering Mailing Address: 567 Vauxhall Street, Waterford, CT 06385 Phone#: 860-663-1697 Email:JMead@allpointstech.com CONTRACTOR INFORMATION: Name:Reliance-Tech Inc Mailing Address: 1 Great Neck Road, Suite 4, Great Neck, NY 11021 Phone#:347-632-7151 Email:tanjimahmed@rtiwireless.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure iiRAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $125,000.00 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes i0iNo 1 PROPERTY INFORMATION Existing use of property:General business/public utlilitytelecommunicatlonstower Intended use of property:no Change proposed Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to B (General Business) this property? ❑Yes RNO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By(print name):Victoria Brennan IgAuthorized Agent ❑Owner Signature of Applicant: Date: 6/6/2024 STATE OF NEW YORK) SS: COUNTY OF Nassau Victoria Brennan being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (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/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,+ tl1544 dFV kCPk/„ft 24 6 day of June 20 NotaiP F STATE M` NE�V),O Ri, �'. UTARYPLTLiIC. APPLICANT tl ' 01OR6 _ a (Where the applicant is not the owner) '. \r" �' � Patricia McMahon 1 AT&T Way residing at Bedminster, NJ do hereby authorize Victoria Brennan to apply on Wbehialf—tAt own of Southold Building Department for approval as described herein. 6/6/2024 Signature Date Patricia McMahon Print Owmer'sName 2 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JAMES H.RICH III �9� Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) DONALDJ•WILCENSHI ° � Southold, NY ,)0V Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM � E C E � W E ABA G 1 5 2025 To: Michael J. Verity, Chief Building Inspector Building Department Town of Southold From;. Heather M. Lanza, AICP, Planning Director Date: August 15, 2025 Re: Planning Department Report AT&T @ 31775 Main Road Cutchogue 31775 Main Road (Route 25), Cutchogue SCTM#1000-97.-5-11 On June 7, 2024, the Planning Department received a wireless colocation application for the existing facility at 31775 Main Road, Cutchogue. On June 20, 2024, we issued a notice of incompleteness, which paused the federal "shot clock." The applicant provided a response on June 26, 2024, resuming the clock. Based on their records, the revised shot clock expiration date was August 12, 2024. During review, our wireless technical consultant, Cityscape, Inc., determined that the proposal qualifies as an Eligible Facilities Request under Section 6409 of the Spectrum Act. This federal designation means the Town's review is limited to confirming compliance with the statute's criteria, and site plan approval is not required. In addition, the proposal meets the requirements in Town Code §280-71 B(2)(b) for modifications to an existing wireless facility in the General Business (B) Zoning District, as it does not extend the height by more than ten (10) feet and otherwise conforms to the code provisions for base station equipment. Under local law, such modifications may proceed directly to building permit review. Southold Town Planning Board Page 2 August 15, 2025 As part of the review process, staff discussed measures to reduce visual impacts along the designated scenic byway where the facility is located, including repainting the monopole, and noted the active osprey nest on the structure. These considerations were part of ongoing communication with the applicant. Correspondence continued into late 2024, with the last exchange occurring in December. On August 8, 2025 the applicant submitted a letter asserting that the shot clock had expired and that federal law now requires the Town to approve the application. A report from our wireless technical consultant, Cityscape, Inc. (see attached report dated July 12, 2024) reviewed the proposed coloration for AT&T and recommends approval. Therefore, since the application qualifies as an Eligible Facilities Request under federal law, meets the criteria of Town Code §280-71 B(2)(b), and the shot clock has expired, staff recommends that the Town issue the building permit for this application without further delay. Laserfiche File: Plan ning\Applications\Site Plans\Pending\1000-97.-5-11 Wireless Facility at 31775 Main Road Cutchogue\Colorations\1000-97.-5-11 C, L r N am. 1 T) AUG 1 1 2025 AT&T SOUTHOLC)TOWN � ✓+ pLAIJNING SoA g August 7,2025 AUG ` 8 2025 Town of Southold 54375 Route 25 13,11c in E p rt"'O"t Southold,NY 11971 Town of sougjold Attn:Building Department Cc to:Mara Powers,Planning Department Re: New Cingular Wireless PCS,LLC("AT&T")building permit application for work at the existing wireless telecommunications facility("Facility")located at the 31775 Main Road,Cutchogue,NY Dear Building Department, AT&T submitted the above referenced application to the Town of Southold on June 7,2024. As described in the cover letter thereto,the application constitutes an"eligible facilities request"pursuant to Section 6409 of the Middle- Class Tax Relief&Job Creation Act of 2012("Section 6409"). Accordingly,the application must be reviewed and approved under Section 6409 and within the timelines prescribed by the Federal Communications Commission ("FCC"). The FCC adopted regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409 ("6409 Rules"). The 6409 Rules provide that a municipality must act on'an eligible facilities request within sixty(60)days of receiving the application.47 C.F.R. 1.6100(c)(2)(Emphasis added). The sixty(60) day period is also known as the"Shot Clock." Further, upon a Town's failure to act prior to expiration of the Shot Clock,the"request shall be deemed granted." 47 C.F.R. 1.6100(c)(4)(Emphasis added). To summarize,the application was hand-delivered to the Town on June 7th,2024.The cover letter submitted with the Application included a detailed explanation of the applicability of Section 6409.The cover letter also explained that under Section 6409,the Town has a 60-day"Shot Clock"and that the Application would be deemed approved pursuant to Federal Law if the Town did not take final action on the Application by August 6th,2024. AT&T received it's request for additional information from the Town on June 20th.AT&T submitted that additional information on June 26th,2024,making the new shot clock expiration date August 12th,2024. According to our records and my prior correspondence, the sixty (60) day Shot Clock to approve the application expired on August 12, 2024. Because the Town of Southold did not act by that date, the Application is deemed approved as a matter of law pursuant to 47 CFR 1.6100(c)(4). We would appreciate the issuance of the physical permit(s)for our records within 10 business days from the date of this granted notice letter. We reserve the right to commence construction pursuant to this Notice of Deemed Granted Permit at any time. if the Town of Southold believes this is in error,please let me know immediately. Sincerely, Mike, Mike Barboza Associate Director mb285v@att.com Town of Southold, New York C O N S U L T A N T S , I N C. Telecommunications Site Review 2423 S.Orange Ave#317 Collocation Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 12, 2024 Mara Cerezo, Plainer Town of Southold Annex Building 54375 Main Road Southold,NY 11971 PROVIDER/ID/FA#: AT&T/LI-6425 /FA#14644747 TOWER OWNER: Verizon ADDRESS: 31775 Main Road, Cutchogue,NY 11935 LATITUDE: 41' V 10.35"N LONGITUDE: 72°28' 48.43"W SCTM#: 1000-97.-5-11 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town,has considered the merits of the above-referenced application submitted on behalf of AT&T Mobility ("Applicant")to collocate its equipment on an existing ninety-two foot(92')monopole tower(92' 5" at top of highest appurtenance). The tower is owned by Verizon Wireless and located at 31775 Main Road, Cutchogue,New York,see Figure 1. Support Structure& E ui� Per the submitted construction drawings(CDs)' the Applicant proposes to install, as a new collocation, six (6)antennas and six (6) triplexers as detailed in the table below. All work will be done at the seventy-five (75) foot(centerline of the antennas) elevation of the tower, see Figures 2 and 3. TOWER MOUNTED EQUIPMENT # I FINAL Configuration 6 Antennas:6 Commscope KWSS-65A-R3 6 Tri lexers: 6)Commscope STX61742T-43 12 Cables: 12)7/8"coax installed on the outside of the pole Also proposed, is the installation of twelve (12) 7/8" coax cables on the outside of the monopole connecting the tower mounted equipment to the ground equipment. The Applicant submitted an engineering finding letter from APT Engineering dated June 21, 2024 stating that existing monopole has only one port hole that is being used by Verizon and that the proposed RF 1 CDs prepared by APT Engineering Rev 4,dated 06/05/24, `For Filing:JRM'signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-97.-5-11 Ckyscawwaaft AT&T/ LI-6425 Faqw Page c0NSUL T ANTS , [ Nc cables will be routed on the northeasterly side of the pole and will be painted to match the pole, see Figure 4. The Applicant proposes to expand the existing ground compound area by sixteen (16)feet to the southeast and by nineteen and a half(19.5) feet to the northeast. Both of these ground compound expansions are less than the thirty (30) foot in any direction which is the maximum ground compound expansion limitation for an Eligible Facilities Request(EFR)defined in 47 CFR §1.6100(b)(7) of the FCC Rules. This ground expansion falls within the allowable EFR requirements. In the ground compound expansion area, the Applicant proposes to add a 15'x16' concrete pad that will have two equipment cabinets, an H-frame containing fifteen (15) Remote Radio Head units (RRHs), twelve (12) diplexers, a utility service/disconnect frame and a 20 kW natural gas generator,see Figure 5. Structural Analysis The Applicant submitted a Structural Analysis Report prepared by APT Engineering,Rev. 3, dated June 5, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards and concluded,the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure rating is 80% out of an allowable 105% which is determined to be structurally compliant,see Figure 6. The Applicant also submitted an Antenna Mount Structural Analysis Report prepared by APT Engineering, Rev. 4, dated June 5, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards,and concluded the proposed antenna mount has sufficient capacity to carry the existing and proposed load configuration with a maximum loading of 26%, see Figure 7. RF Exposure Safety To verify Radio Frequency (RF) exposure safety, a Radio Frequency-Eletromagnetic Energy (RF-EME) Compliance Report, prepared by Centerline, dated June 26, 2024 was submitted, see Figure 8. The report is an analysis of the total predicted RF exposure levels of the existing providers on the tower. This analysis takes into account the RF effects of the Applicant's (AT&T) along with Verizon Wireless showing existing antenna operations at the site. At street level, at the site,the maximum RF calculations is 3.22%of the FCC general population MPE limit which is well below the allowable limit for compliance. The statement of compliance is shown on the top of the following page. Town of Southold—SCTM#1000-97:5-11 AT&T/ LI-6425 Ckyscalipw Page 3 C o N S u 1. T n N T S , I N C , LI-6425 1305667114W7 7 q F-M CENTERLINE Centerlim coacdoeted worst case*modeliog to determine Wkether the subject facility is in compliance with h FCC repUtions. Based on the infamantion aadyrzed.AT&T is compliant-with "CC ee gulations.Sipage has been a caammweaaded for compharace with AT&T intemal policy. um a - Lr oval 1?eeonimende l Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and CityScape recommends approval of the application. 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 reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, J� Steven Webster Project Engineer CityScape Consultants, Inc. Town of S,outhold—SCTM#1 000-97-5-1 1 Ckyscarms AT&T L1- Page 4 C0NStoLTANTS tNt'Lenz wner, Poe r ��/M� F W' II mX udde"ud'dn�orr �� N C VCYn'�iF"irN:i'�M nAG� r.,pr WI m 100 r;2W Cu ,:guue klew:dw,w d uk VRx h F,,n 01001 19 A�h C asc o d auop, Club wry ' Il�w�ddwnwd�ud i �w,ww�wwd g Figure 1 —Site Location Map Town of Southold—SCTM#1000-97:5-11 WqLdft AT&T/ LI-6425 cHyscatpqw Page C O N S U L T A N T S [ N c . T 9T:kICNOPOLE _ _ ... -- -�--�--�-�-�- 7- C E]llEi. ANTT2NNASI S' NEW A('Er r PANEL M (V.127,240, 4 0I WIN 'W1 M NEW SIKEPPO°V t�rW[+ COMPACTPi!E)NOPOS.EMMWM&(21LP�4ELA S PG7LF: MOLNTEO TgEAC1$'i'Sit."�,AG1,,, cx mnwAu V Ha1403T AT&T 77, T..—..0._ 7S' ,htit...�..._._..._._.. .,..—......,...........,...� — Y OROP Es®ET.MONCPOLETOV 'RT C-a , #'AC.MAI EXIST.92't AOL MONOPOLE I' WETE FO vW ST OONUNPMEN T PAD ".NEW AT&T 1(j)y-0` N274URI SAY WAYSR'-SP ftvu 7 Vs)ARMS,0 Z)I SN TRPM .4T'S'PAY CAP I �N CABINET.2= NATURAL OAS POWERED 0 GENERATOR& 400A 01E0ONNEGT SWRiTi ON 9ERvtCE PPANE.. EXW.METALPRN TO BERBPLAC®wl NEWAT&TO'QWN�LNK0 FENCEtrN9AR9 S WfTB&GREEN 1WjE-1'�L'PANACY SLATS. VINYL ELATE NOT PE WCW DUE TO �t PROMMI Y OF MNERATORTO PENCE. NEW aPs UNft MMfiC D TD 6 . CABLE tCESRWGEPOST CPi . NEW AT&T CABLE ICE(3ROOE FROM NEW AT&T.EQUIPMEN7 at PAD TO ow,TOW84 HI CABLES MOST.TELCO CABNET MOST.VERRON ELEUMPUAL WM A DNOONNEOT DUST.BOLLARD(IVP.) OCIST.BUILDING(1VPa GRADE 760'c t AMSI. NEW AT&T UNDERGROUND ELAC.& .. TELCO SERVICE RROM E7% TRANSFORMER&MESA SPAN TO 4 1NEW WO GAS SERVICE FROM EXISTING NEW AT&T EOUIPMENTAREA_ 6t OAS VAIN T40NEW'AT&T EOWIRMEMT T MUEJEOT TO REVIEW&APPROVAL SPACE(rYP1.SZE A FWAL F�.T(`Y IF3E BY LOCAL UTILRY PROVIDEfS TEO wRH LOOAL-umrry ht'i PROVIDER&PAOPI OWNER. �� 1�Awwwi"�h000000iri� . SCALE,.11w lor (INP�Ti 11nd�• tOIL Figure 2—Elevation Drawing of Structure Town of Southold—SCTM#1000-97.-5-11 cHysca 100%Aft AT&T/ LI-6425 Page 6 C o N S U L T A N T S , I N C , NEW P2.5 STD(2.675'O.D. '-Or LG.PIPE MASTS,TYP.(2)PER CZ Mr4) SECTOR,TOTAL OF(6). D03T.92-0Y AGL MONOPOLE TOWER sao' (O.D.r 31.W=.(�/.I.F, «� TYP. 0' ei NEW AT&T ANTENNA tjp � MOUNTED TO NEW '3`T ANTENNA MOUT.TYP.(2) C4 PER SECTOR.TOTAL OF(6) (2)NEW SREPROI LWSB-NP �M. ..� COMPACT MONOPOLE MOUNTS&(2)LP-42 LARGE POLE ADAPTER IOTS NEW AT&T TWIN TRIPLO(ERWDUNTED TO PIPE MOUNT BELOW ANTENNA,TIP(2) 120' ` PER SECTOR,TOTAL OF(6) N '0 E- 9 NEW STTEPROI UW90•NP COMPACT MONOPOLE MOUNTS 6.(2) .. LP-42 LARGE POLE ADAPTER LOTS ,. y7/NftA*Er&L; or 7 . S T/NEW AT&T ANTENNAS 7T.vs AGL— — L Na�tigr A_T&T ANTENNAS �. . 0 76.0�AGL ._.. - ,.... NEW ATLT ANTENNA MOUNTf� r TO NEW NK" TYP. M PER SECTOR,TOTAL CF(81 a NEW AT&T TWIN TT PLEKERMOUhITEOTO P)T MO'UNT AfiJLENNA„TYP,q� �. . PER SECTOR,TOTAL (v TNEW AT&TTRP 6 _ OTEUt—M— NEW P2.5 STD 0 7W O.O'r' '-V EXIST,92-0'e AGL MONOPOLE TOWER i PIPE MABES',TYP.0PER (O.D.-31.$s,(V.I.F,) SEOT0A,TOTAL F 0. Figure 3—Proposed Antenna Configuration Town of Southold-SCTM#1000-97.-5-11 cftyscawnk AT&T/ LI-6425 laqu Page 7 C O N S U L T' A N T S a N C APT ENGIN EER1NG Centerline COatunwiications,LLC Lime 21,2024 5550 NfinickRoad Suite 302 M,aswqKqw,NY 11758 RE: AT&T Feed-line Cable Response Letter AT&T Site ID.:"LI-6425„ 31776 Main Road,Ctttcho,gtae,IM1Y 119135 APT Filing trio,:'-W47 ' To'a It Nby Concern. APT Eag (APT)„a professional era' corporaat ca licensed in the State of New''�o&- has'been tetinned by Cente li e Con==catioas to e%vhvite thee pnqposed cable tuountiag on the exifting host tower strachue at the above referenced locatiow The cusfing tower,is a Wfoot,12-sided tapered steel mostopole of uala ou-a annufactmes and cutlently s s Veriz= wireless (Vedzoa) eqaipment. late to Vein occt , , the coly avvilable cable exit port at approxintately 95,'±Above grade„N%v mecoamenA that thae proposed AT&T feed-lisle cables be routed along the extedor face of the wonopole.Tlae AT&T ffbed4ine cables(12.74'din.coax).are to be roasted along the wedor of the existing tower(Northeasterly side),artmord in a single string,Re: is made to the Cable Support Detail(41C-2)witbi,a the Rev 4 Cottstrtartion l uminp,prepared by this owe.(Wed 0&0"024,Alfte it is aid t w all exposed cables s be painted to watch the existing host tome Sincerely, OF MEWS ,; Aff Eagm q,eering y S T ` Michael S.Try RE 696474 Sr.Structural Fugiaeer ' APT ENGINEERING 567 VAUXHALL STREET EXTENSION•SUITE 311-WATERF(RtD,CT 06385,PH)NE 860-663-1697 Figure 4-Engineering letter explaining proposed RF cable installation Town of Southold—SCTM#1000-97:5-11 AT&T/ LI-6425 lukyScalipw Page 8 C o N S u 1, T n N T S , I N C tB'-W=LEASE&COMPOUND EXPAN 31ON OUTLINE OF EXIST. NEW ICE S$11000 POST SA SF, I&A*rx1Q-l'x TOWER '1 r...... TYp(3PL7,.gSEES11M.UTIL7TM' FOUNDATION,TYP.BELOW I r "? NOTES THIS SHEET). I r4N" ..NEW CABLE DE BRIO(!E, TYP. I � EXIST.9r4ti AOL MONOPOLE TOWER@. �"�.,, a 'NICE-BFWGE POST k e E>d67.CURB STOP&SBCTTON OF " ,.. N REMOVE SECTION OF EXIST.PENCE TO BE REMOVED I �— "®"®EXIST.CHAN LINK FENCE AlJON NEW PAD W/E708T.FENCE IW.PJ ,"�'^q .".»••.","'•-« ,..,,..,., "� T__NEW'6_-0x4_ LLAFOBAT ,• '^ ,• 15 NEW SWITCH CONO.BO LED Tia'INCE L(GHT W/ B-0'O.C.MAK PANTf97 MANUAL TIMER MOUNT®ON SUPPORT TRAFFIC YELLOW,TYR .;.P ) POST lO'•L AOLMAX NEW RAYCAP DC50 CABINET. SnWrNEW ATST METER i SM. TO REAR SIDE ON N1iN �W UTILITY BUT POW FRAME. O ��g��I.. -} NEW SUPPORT FRAME PIPE in NEW VERTTV NGftm X701 .'7 "•' C# BASE,TYP(4P). 3"BAY WALK-UPCA➢NEr + w/PRE-WALLED LOAD al 61 M 3 8. (15)NEW RACK MOUNTED CENTER. RWiI&(12)TWIN TRIPLEOERS I NEW sVJRCFIEO LEDSERVICE NEW I&-DYTB'-[r(240Y SF) '. �"` " n ( ( ;T, UOFTT W/MOUMm ON CONCRETE EpUE4AEW PAD bl r�r- +, I :;" r:A BLIP PCRT POSr 10's AOL MAX. d T NEwaaavELDDMso(IrD TREATMENT,TYP. " NEW ATST&DOUBLE S. SVNNOACCEBBOATE Tom S', NEW AT&T 20KW NATURAL GAS +(+. POWERED OC GENERATOR IAT, DOST.METAL RENCETO Be REPLACED d E108T,MANHOLE COVERS i VAULT NEW ATBTg OM"NK FENCE d0AR0 VM&GREEN'METAL'PRVACY SIATa, 7.. NEW 40GA DISCONNECT VWYL SLATS NOT PERMU=OUS TO PRO)OMRYOF GENERATOR TOFEWL s.v Bt SERVICE FRAME. . 1 ENT /N I� MEVSCALE,1 410141 WWAM 1 NLW 44r Figure 5—Proposed Ground Configuration Town of Southold—SCTM#1000-97:5-11 Ckyscaw"s AT&T/ LI-6425 IJW Page 9 c o N s u L T A N T s I N c CM1&Ctk'+RtrEPJ Jai STRUCTURAL ANALYSIS REPORT 90't MONOPOLE TOWER CUTCHOGUE, CONNECTICUT Prepared for Centerline Communications, LLC LIGZ�,I F� at&t AT&T Stte Ref: LI-6425;Cutchogue Site Address: 31755 Main Road, Cutchogue, NY 11935 FA Location Code: 14644747 Pace ID: MRNYC050611 PT Number: 2191AOHHSL Project: NSB APT Filing No. NY474600 Rev. 3 June 5, 2024 of NEW7, $ x Q 1474 APT ENGINEERING S67 VAWH LLSMEET DMNSION•qmE 311•WATEMR4,Cr 06365 MME W"63.1647 Figure 6—Structural Analysis Cover Page (note the cover indicates the State of Connecticut but this report is for the subject tower) Town of Southold—SCTM#1000-97:5-11 Ckysca0mo AT&T/ LI-6425 Page 10 C o N S U L T A N T S I N C . MOUNT DESIGN AND ANALYSIS REPORT CUTCHOGUE, NEW YORK Prepared for Centerline Communications, LLC IaEU AT&T Site Ref: LI-6425; Cutchogue Site Address: 31755 Main Road, Cutchogue: NY 11935 FA(Location Code: 14644747 Pace ID: MRNY0050611 PT Number_2191 AOHHSL Project Type: New Site Build APT Filing No. NY474600 a __ hAa ,28 7924 Rev. 4—June 5, 2024 or NEWS, r-" 096474 APT ENGINEERING 567 VAUXHALL STREET E7[TENSIM•SUITE 311.WATERFORD.CT 06385 PHONE 860-663-1697 Figure 7—Antenna Mount Structural Analysis report cover page Town of Southold—SCTM#1000-97.-5-11 AT&T/ LI-6425 CHYSC8*V%W Page 11 C o N S U 1. T n N T S I N C , N✓,ah��..1l�W�'u YIGUIUIU,ee„��C,�/rIr�uYJvd�JioY�ul �.:. �,e ,� ,. ��,w.% a.. .1 � %��`„e, 1�d��f� l Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name LI-6425 Site ID SnWO06556 Site Address 31775 MAIN ROAD,CUTCHOGUE,NY 11935 Latitude:41.019551 Prepared fo:Centerline on behalf of Longitude:-72.480118 AT&T USED:305667 FA: 14644747 Report Date: June 26,2024 Centerline PN:Internal Pace ID:WSNYJ0046307 Report Writer:Jessa Evangelista WSNYJ0046326 WSNYJOW310 Report Re-tiewer:Michael Fischer WSNYJ0046336 WSNYJ0046318 WSNYJ0046322 Statement of Cotnj2hance AT&T is compliant with FCC regulations_ Centerline•750 W Center Street•west Bridgewater•MA•02379 P a 2 e 11 Figure 8—RF Exposure Compliance Report Cover Page 1 'q 9 q ® at&t 340 MOUNT KEMBLE AVENUE MORRISTOWN,NEW JERSEY 07960 APT ENGINEERING 340 MOUNT KEMBLE e4VENUE WA567 VRFORD.STREET EXTENSION960) 311 WATERFORD,CT 06385 PH:(860}fi63-1697 W W W.ALLPOINTSTECH.COM FAx:(860}66 935 MORRISTOWNNEW JERSE_ Y 07960 CONSTRUCTION DOCUMENTS' NO DATE REVISION 0 09114= FOR REVIEW:JRM 1 1123122 REV.PER COMMENTS:JRM WIRELESS COMMUNICATIONS FACILITY 20610924 REV.PER ING:JRA:JRM 3 05128124 NEW EQUIP.DESIGN FOR REVIEW:JRM 4 06105I24 FOR FlLING:JRM 5 LI-6425 f=�� FA# 14644747 31775 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING INDEX . SITE INFORMATION PROJECT DESCRIPTION/ T-1 TITLE SHEET AT&T SITE NAME: "LI-6425• SCOPE OF WORK -- - = • PROJECT LOCATION: 31775 MAIN ROAD INSTALLATION OF(6)COMMSCOPE KVVSS-65A-R3 SP-1 SITE PLAN CUTCHOGUE,NY 11935 ANTENNAS,(2)PER SECTOR(TOWER). TOWER/PROPERTY OWNER: VERIZON NEW YORK DESIGN PROFESSIONALS OF REcoRD INSTALLATION OF(6)NEW COMMSCOPE STX61742T-43 A-1 PARTIAL SITE PLAN&SOUTH ELEVATION P.O.BOX 152206 PROF:SCOTT M.CHASSE P.E. TWIN TRIPLIXERS(POWER). IRVING,TX 75015-2206 COMP:APT ENGINEERING ADD: 567 VAUXHALL STREET C-1 EQUIPMENT AREA PLAN&SITE DETAILS INSTALLATION OF(2)NEW SITEPROI UWS6-NP COMPACT EXTENSION,SUITE311 CLIENT REPRESENTATIVE: CENTERLINE COMMUNICATIONS LLC MONOPOLE MOUNTS,(2)LP-42 LARGE POLE ADAPTER KITS WATERFORD,GT 06385 - 750 W.CENTER ST.,SUITE 301 &(6)P2.5 STDx8'-O'LG PIPE MASTS(POWER). _ C-2 ANTENNA PLAN DETAILS WEST BRIDGEWATER,MA 02379 DEVELOPER:CI COOMMUNMMUN A ICATIONS LLC RF ENGINEER: PHIL LICTENBERGER AT&T INSTALLATION OF(12)NEW T/e COAX CABLES,(4)PER ADDRESS: SSSo MERRICK RD., SUITE 302 S-1 EQUIPMENT LAYOUT PLAN&DETAILS SECTOR(POWER). MASSAPE (631)424-3041 MASSAPEQUA,NY 11758 SITE ACQUISITION CONTACT: KATIE JACOBS INSTALLATION OF(15 RRHs)(RRH RACK/GRADE): `v' • (3)NEW ERICSSON 4415 B30 RRHs, NOTE: M-1 MECHANICAL PLANS,DETAILS&NOTES SITE ACQUISITION PROJECT MANAGER (3)NEW ERICSSON 4490 B5/B12 RRHs, RISAVIOLATION OF NEW YORK STATE F.rap o-'.uuer CENTERLINE COMMUNICATIONS (3)NEW ERICSSON 4467 B77DB77G RRHs, EDucnnoN LAW ARTICLE 145,sEcnoN E-1 SITE UTILITY PLAN,ONE-LINE DIAGRAM (516)765-0083 (3)NEW ERICSSON 4890 B25B66 RRHs, T209(2)FOR ANY PERSON,UNLESS ACTING UNDER THE OF A &DETAILS (3)NEW ERICSSON 4494 B14B LICENSED PROFESSIONAL ENGINEEEE 29 RRHs DIRECTION ENGINEER CONTACT: SCOTT M.CHASSE,P.E. R OR • LAND SURVEYOR,TO ALTER REM N REM (860)552-2037 INSTALLATION OF(6)NEW COMMSCOPE ANY WAY.IF AN BEARINGG THE SEAL E-2 GROUNDING PLAN,DETAILS&NOTES CTX1 92126T-DS-43 TWIN DIPLEXERS(RRH RACK/GRADE). oFANENGINEERORLANOsuRVEroRls LATITUDE: 41°01'10.3543'N(41.019543 N) ALTERED,THE ALTERING ENGINEER OR LONGITUDE: 72°28'48.4347'W(72.480121 W) LAND SURVEYOR SHALL AFFIX TO THE E3 GROUNDING DETAILS ELEVATION: 1s.o'±AMSL INSTALLATION OF(6)NEW COMMSCOPE STX61742T-43 REM HISSEALAND THENOTATION SITE.-__-__ TWIN TRIPLEXERS(RRH RACK/GRADE). -ALTERED BY-FOLLOWED BY THE SIGNATURE AND THE DATE OF SUCH FIC N-1 NOTES&SPECIFICATIONS DISTRICT: 1000 INSTALLATION(1)VERTIVTM NETSURETMX701 3-BAY WALK DESCALTERATIONOFTHEALTTION,AND A RA SECTION: 97 UP CABINET(WUC)&(1)RAYCAP DC50 CABINET ON NEW DESCRIPTION OF THE ALTERATION. BLOCK: 5 CONCRETE PAD. LOT: 11 AT&T AT h•�•�:n ZONE: B(GENERAL BUSINESS) LI-66425 INSTALLATION OF(1)NATURAL GAS POWERED DC Tr-;'; ;19 GENERATOR ON NEW CONCRETE PAD w/400A SITE 31775 MAIN DISCONNECT SWITCH. ROAD .s1 COORDINATES&GROUND ADDRESS:CUTCHOGUE,NY 11935 HEREINELEVATION INDICATED APT FILING VICINITY MAP WERE ESTABLISHED FROM A : NY474600 SCALE:1-=500' FAA-1A SURVEY CERTIFICATION, DATE: 09114122 14122 DRAWN Br: DRA AS PREPARED BY MARTIN O CHECKED BY:JRM SURVEYING ASSOCIATES,LLC, SHEET TITLE: DATED DECEMBER 12,2022. TITLE SHEET TOWER OWNER: APPLICANT: CLIENT REPRESENTATIVE: POWER PROVIDER: TELCO PROVIDER: DIG SAFELY NEW YORK: GOVERNING CODES: VERIZON NEW YORK AT&T CENTERLINE COMMUNICATIONS LLC PSEGLI(800)490-0025 VERIZON(800)842-2255 (800)962-7962 2020 BUILDING CODE OF NEW YORK STATE SHEET NUMBER: P.O.BOX 152206 340 MOUNT KEMBLE AVENUE 750 W.CENTER ST.SUITE 301 NATIONAL ELECTRIC CODE IRVING,TX 75015-2206 MORRISTOWN,NEW JERSEY 07960 WEST BRIDGEWATER,MA 02379 TIA-222-H (781)713-4725 T-1 SITE PLAN NOTES: ___—_ Na7- E 2-- -r- ____ 1) PROPERTY OWNER: VERIZON OF NEW YORK at t (f/Wa'NEW YORK TELEPHONE COMPANY) 1000-96-3-9 PO BOX 152206 IRVING,TX 75015-2206 GREENHOUSE LIBRE 5743;PAGE 67 LAND NOW OR FORMERLY OF 340 2) NEW USE:INSTALLATION OF PERSONAL WIRELESS SERVICES FACILITY ON EXISTING PHC REALTY LLC MORRISTOWN,NEW JERSEY 07960 I MOUNT KEMBLE AVENUE 92'±AGL MONOPOLE W/NEW GROUND EQUIPMENT AT THE BASE OF THE TOWER; 3) BOUNDARY&TOPOGRAPHIC INFORMATION TAKEN FROM MAP ENTITLED' I = BOUNDARY AND TOPOGRAPHICAL SURVEY OF PROPERTY SITUATE CUTCHOGUE, TOWN OF SOLTTHOLD,SUFFOLK COUNTY,STATE OF NEW YORK!PREPARED BY "- I 7 BARRET.BONACCI AND VANWEEL.E,PC OF HAUPPAUGE.NY DATED 0226/09. 4) BASE MAPPING OBTAINED FROM FIELD MEASUREMENTS CONDUCTED BY APT I - N N APT ENGINEERING ON 062822. O 5) NO ADDITIONAL PARKING IS NEEDED,AS THE NEW GROUND FACILITY INSTALLATION O I ENGINEERING IS UNMANNED&VISITED APPROXIMATELY ONCEIMONTTH FOR ROUTINE WOODED 7 MAINTENANCE 13 EXISTING PARKING SPACES OCCUPY THE SITE.ACCORDINGLY, I Z z 567 VAUXHALL STREET EXTENSION-SUITE 311 THE NEW DEVELOPMENT WILL NOT ADVERSELY CHANGE OR AFFECT TRAFFIC m m WATERFORD.CT 06365 PH:(860}6G11697 PATTERNS; p D 6) SUBJECT BUILDING ONSITE IS LOCATED WITHIN ZONE X FLOOD ZONE DESIGNATION ^ wWN/.ALLPDINT67ECH.coN Fax:(9sD s35 (FIRM FLOOD INSURANCE RATE MAP#360813 COMMUNITY PANEL 163 of 1026). I l J CONSTRUCTION DOCUMENTS 7) NEW EQUIPMENT SPACE WILL BE OUTFITTED WITH A 52W EXTERIOR LIGHT(RAB p I NO DATE REVISION LIGHTING INC.MODEL#WPLEDFC52NIW).(SEE SHEET 5/E-1 FOR DETAILS) ° 8) NO STORMWATER DRAINAGE,WATER SUPPLY,SEWAGE DISPOSAL,REFUSE 0 09114122 FOR REVIEW:JRM STORAGE,IS REQUIRED,AS THE NEW INSTALLATION IS FOR AN UNMANNED I ' 1 1123122 REV.PER COMMENTS:JRM FACILITY; I 2 D1110123 REV.PER FAAAA:JRM 9) NO COMMERCIAL SIGNS OR SECURITY GRILLS/GRATES ARE NEW; ° I 1000-97-5-8 3 05128124 NEW EQUIP.DESIGN 10)ALL NEW UTILITIES FOR NEW EQUIPMENT WILL BE PROVIDED FROM NEARBY EXISTING FAFIM SERVICES CURRENTLY SERVICING THE SITE; STRUCTURE I LAND NOW OR FORMERLY OF FOR REVIEW:JRM 11)NO DUST,FUMES,ODORS,OR VIBRATIONS WILL OCCUR AS A RESULT OF THE NEW I ANTHONYANE)N &O ARTANA IMBRIA F 4 0610524 FOR FILING:JRM INSTALLATION. 5 I 1 LEGEND -. CONCRETE CURB UTILITY POLE r !" DROP CURB BOLLARD WALL -.-.-.- CHAIN LINK FENCE m ' I %\�' )T .Y L L1• \� r�` Y EDGE OF PAVEMENT -. STOCKADE FENCE `,�,�i\ OVERHEAD WIRES -o-. FENCE OTHER p STRUCTURE-MANHOLE TOP/BOTTOM OF CURB ° .� 17 J i �'. 0) STRUCTURE-TELEPHONE ••� SPOT ELEVATION r= O STRUCTURE-DRAINAGE CONCRETE ® WATER VALVE TREE LINE _ pprr-� '� �• ��1 p� Q; WATER METER ■ MONUMENT TY FIRE HYDRANT HEDGE I (a! .t' I p DRAINAGE INLET TREE { SIGN HANDICAP PARKING = // HARKING STALL COUNT I SUBJECT SITE j 1000-97-5-12 ® I PARCEL: 1000-97-5-11 m SHOPPING CENTER = 31775 MAIN ROAD LAND NOW OR FORMERLY OF I NIF F .•-' ' SEROTA CUTCHOGUE LLC I VERIZON NEW YORK I P.O.BOX 152206 IRVING,TX 75015-2206 I rn I 135,036±S.F. ° 3.1±ACRES DESIGN PROFESSIONALS OF RECORD PROF:SCOTT M.CHASSE P.E. f- I I ' COMP:APT ENGINEERING e ADD: 567 VAUXHALLSTREET Z I EXTENSION,SURE 311 I WATERFORD,CT 06385 I I i DEVELOPER:CENTERUNE I I I I I COMMUNICATIONS LLC ADDRESS: 5550 MEftRICK RO., i SUITE 302 ,I MASSAPEQUA,NY 11758 EXIST.PROPERTY LINE CrYP.) ,I _ NOTE: I IT IS A VIOLATION OF NEW YORK STATE (6)NEW(6)AT&T PANEL ANTENNAS((2)120°, = 1, __---- EDUCATION LAW ARTICLE 145,SECTION 240y 8(6)TWIN TRIPLEXERS W/(2)NEW I 55'x ___ _____--—--—--7 7209(2)FOR ANY PERSON,UNLESS SfTEPROl UWS6-NP COMPACT MONOPOLE 1 I -—--—-'—--—- MOUNITS&(2)LP-42 LARGE POLE ADAPTER o-s ACTING UNDER THE DIRECTION ENGINEER NE A KITS,MOUNTTED TO EXIST 92'±AGL r} - I T LICENSED PROFESSIONAL ENGINEER OR I s I LAND SURVEYOR TO ALTER AN ITEM IN MONOPOLE W/ANTENNA CL @ 75'±AGL = WAY.I El V I OFAN ENG NEER OR LANDS SURVEYOR 5 PARTIAL SITE PLAN n 1 ;i4 1 COMMERCIAL I I 1 ALTERED,THE ALTERING ENGINEER OR 7 qg± 'LAND NOW OR FORMERLY i 1 LAND SURVEYOR SHALL AFFIX TO THE NEW AT&T 16X16'-O'CONCRETE EQUIPMENT M HIS SELLAND THE NOTATION PAD W!(1)VERTIVTD''NEZSURETM X701 3-BAY STORY OF 1000-97-5-8 WALK-)VER1 INE-T ETSUR(15)701 3 A MOTT LMNG TRUST GAS STATION "ALTEREDBY"FOLLOWEDBYTHE ( ) __ BUILDINGSIGNATUREAND THE DATE OF SUCH TWIN TRIPLEXEAS,(1)RAV CAP DC50 I ' , I ALTERATION,ANDASPECIFIC CABINET,20KW NATURALGAS POWEREDDCG7GENERATOR&400A DISCONNECT SWITCH _ I m EXISTING DESCFUPTION OF THEALTERATION. ON SERVICE FRAME. .`�"� I STRUCTURE 1EXISTING DRIVEWAY ACCESS ATBT AT I 54'± i EXISTING SHRUBS � LI-8425 I I EXIST NG I I EXISTING SITE 31775 MAIN ROAD EXISTING = STRUCTURE STRUCTURE I EXISTING ADDRESS:CUTCHOGUE,NY 11935 Iffll TRANSFORMER STRUCTURE APT FILING NUMBER: NY474600 ---—-- -- --__ __ I + i I• p ° I 1000-97-5-9 I I DATE: 09/14/22 DRawN BY: DRA I p I w COMMERCIAL CHECKED BY:JRM EXISTING TELCO .. ..4 _______- SHEET TITLE: -------��9.38'S0'W POLE(NYT#545) 200.00 —--- ' SITE PLAN MAIN ROAD 1000-103-1-19.12 -------_ __ SHEET NUMBER: FARM ---- _ LAND NOW OR FORMERLY OF CROSSROADS VINEYARDS ---- i 1000-103-1-19.3 ----------- SP 1 FARM _ LAND NOW OR FORMERLY OF / 1 SITE PLAN ° _I CROSSROADS VINEYARDS (IN FEET) 11n°J,=aOR N°C6 ® at&t 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UITLRV LOCATING COMPANY TO LOCATE ALL UNDERGROUND CONDUITS&EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND UTILITIES(V.I.F.)MAINTAIN 18°MIN.CLEARANCE. 340 MOUNT KEMBLE AVENUE 3. CONTRACTOR TO COORDINATE TRENCHING OPERATIONS w/OWNER AND/CFI MANAGEMENT COMPANY MORRISTOWN,NEW JERSEY 07960 SO AS TO MINIMIZE DISRUPTIONS TO THE EXIST.PROPERTY OPERATIONS. 4. CONTRACTOR TO COORDINATE RF EXPOSURE BARRIER AND SIGNAGE WITH AT&T CONSTRUCTION t_ _t MANAGER.(WHERE APPLICABLE). T.5. ALL ANTENNAS TO BE WRAPPED WITH CONCEALFAB 3M FILM(AT&T CEO.48135,CONCELFAS PM rGIN1EERING 900864-00,FOR CUSTOM COLORS).ALL APPURTENANCES,CABLES&MOUNTING HARDWARE SHALL BE I PAINTED A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLOR OF THE EXIST.VERIZON METER&DISCONNECT EXIST.TOWER. 567 VAUXHALL STREET EXTENSION-SUITE 311 . 0)-663-1697 X X WWW .A LPOINLTSTECH.COM FAX:(86 W 0)6630935 EXIST.TELCO,CABINET CONSTRUCTION DOCUMENTS NO DATE REVISION i RM EXIST.CONCRETE BOLLARD,(7YP.) I r _T e_* 0 1IJ2322 FOR REVIEW:ME I r——_ 1 112322 REV.PER COMMENTS:JRM APPROX.LOCATION OF EXIST. I 2 011IW23 REV.PER FAA-1A:JRM U/G UT1LITlE5,TYP.(V.I.F.) r. 3 05128R4 NEW DESIGN FOR REVIEW:JRM 4 06105124 FOR FILING:JRM EXIST.EDGE OF PAVEMENT,(TYP.) I I 5 I °j EXIST.&CHAIN LINK FENCE w/BARBED WIRE&GREEN VINYL PRIVACY SLATS --� _ TEXIST.MONOPOLE TOWER/ -—-—'—-- EXIST.VERIZON CONCRETE EQUIP.PAD I I I °I VERIZON ANTENNAS @92.4'x AGL w/50kW NATURAL GAS GENERATOR& CaI EXIST.BUILDING,TYP. SAW CUT'EXIST.BR DRIVE TO ALLOW %s''� i L •;� I c EXIST.VERIZON ANTENNAS _ _ ^t� '� `r• , (2)EQUIP.CABINETS I i I R__ �.i 90'_AGL (6)NEW AT&T PANEL ANTENNAS(0°,120°,240T& INSTALLATION OF NEW U/G TELCO 5 I 15 i (6)TWIN TRIPLEXERS NTS W/(2)NEW STEPR01 UWS6-NP N 1 i 1 �• - SERCE FROM EXIST.TELCO MESA SPAN O I XD s;; COMPACT MONOPOLE MOU 8(2)LP-42 LARGE Y t';, CABINET TO NEW AT&T TELCO DEMARC 3 I 113 POLE ADAPTER KITS,MOUNTED TO EXIST 9..-AGL a3 d." _ ''�•, 'c'-�v (SUBJECT TO LOCAL UTILITY COMPANY 2 7 ' ¢ I¢ 7 !/% MONOPOLE W/ANTENNA CL @ 75'm AGL `' e, =_, •; ) REVIEW&APPROVAL).MAINTAIN 6' E-1 61 I IN °� -1 AT&T AT&T ANTENNAS@ 77_5'z AGL CLEARANCE FROM EXISTING ON-SITE U/G i I NEW AT&T 15k16'-0'CONCRETE EQUIPMENT PAD —-—- -—-—-—-—-—- ' •' DRAINAGE STRUCTURES.REPAIR BR i i I I //_ W/(7)VERTIVTMt NetSureTl^X701 3-BAY [NEW AT&T ANTENNAS @ 75'±AGL _ —_— —_—_—_—-—_ _ _— I , PAVEMENT UPON COMPLETION OF } I I t� I L1= 1 WALK-UP-CABINET(WUC),(15)RRHS, (12)TMN - -—- - • INSTALLATION. i (]Q I. �4_________ __- C-1 TRIPLEXERS,(1)RAY CAP DC50 CABINET,20kW 1, W I I I n r 0° NATURAL GAS POWERED OC GENERATOR&400A •^�X _ DISCONNECT SWITCH ON SERVICE FRAME. (12)NEW AT&T%•COAX CABLES BANDED TO 9 2 � d> I I I"y= I EXTERIOR OF EXIST.MONOPOLE TOWER @ ' � "" '•r�. A t i I 11240' I 4'-0'O.C.MAX.(SINGLE STRING) C-Z EXIST.92's AGL MONOPOLE t 7 �� EXIST.92'±AGL MONOPOLE _. j I I 4. APPROX.EXIST. LOCATION OF EXIST. i I I I I NEW AT&T 15'Al&-O'CONCRETE EQUIPMENT PAD BURIED DRYWELL EXIST. w/(1)VRTIVT"NETSURF X701 3-BAY I I I �� \ I WALK-UP-CABINET(WUC),(15)RRHS, (12)TMN 1 TRIPLEXRS,(1)RAY CAP DC50 CABINET,20KW C-t _r .t_i .. I NATURAL GAS POWERED DC GENERATOR& EXIST.CURB STOP TO BE REMOVED 400A DISCONNECT SWITCH ON SERVICE FRAME.. b I r' I /, DESIGN PROFESSIONALS OF RECORD EXIST.METAL FENCE TO BE REPLACED w/ t. I I PROF:SCOTT M.CHASSE P.E. (6)NEW AT&T PANEL ANTENNAS(0°,120°, I I NEW AT&T 8'CHAIN-LINK FENCE w/BARB 5 240°)&(6)TWIN TRIPLEXERS w/(2)NEW I-— WIRE 8 GREEN'METAL'PRIVACY SLATS. COMP:APT ENGINEERING STTEPR01 UWS6-NP COMPACT MONOPOLE 1 C "I I I I VINYL SLATS NOT PERMIITED DUE TO °""1 ADD: 567 VAUXHALL STREET MOUNTS&(2)LP-42 LARGE POLE ADAPTER �2 - I PROXIMITY OF GENERATOR TO FENCE. EXTENSION,SUITE 311 KITS,MOUNTED TO EXIST 92'm AGL i I —4 WATERFORD,CT 06385 MONOPOLE w/ANTENNA CL @ 76 AGL I °A= mF% I I // NEW GPS UNIT MOUNTED TO 6 NE NEW AT&T METER&DISCONNECT ON 2 6 i 3 _ I CABLE ICE BRIDGE POST at DEVELOPER:CEMMUNICA ON NEW UTILITY SUPPORT FRAME E_1 I I I ® .� I j / COMMUNICATIONS LLC I I I•//% / //i NEW AT&T CABLE ICE BRIDGE ADDRESS: 5550 M302 RD., I FROM NEW AT&T EQUIPMENT 4 SURE 302 I -----------/ PAD TO EXIST.TOWER at MASSAPEOUA,NY 11758 NEW GRAVEL COMPOUND 4 I U EXIST.VERIZON ICE BRIDGE W/(3) NOTE: TREATMENT s-t 31 113 HYBRID CABLES R IS A VIOLATION OF NEW YORK STATE ¢I a EDUCATION LAW ARTICLE 145,SECTION m I I m EXIST.TELCO CABINET T209(2)FOR ANY PERSON,UNLESACTING UNDER THE DIRECTION S $I LICENSED PROFESSIONAL ENGINEER OR NEW U/G GAS SERVICE FROM EXISTING I I I EXIST. &DISCONNECT ELECTRICAL LAND SURVEYOR,70 ALTER AN REM IN GAS MAIN TO NEW AT&T DC POWER 2 i I I I O ANY WAY.IF AN REM BEARING THE SEAL GCNCRATOR(TYP).SIZE 8 FNAL ROUTE OF AN ENGINEER OR LAND SURVEYOR IS TO BE COORDINATED WITH LOCAL I'1't i I EXIST.BOLLARD(rYP.) ALTERED,THE ALTERING ENGINEER OR UTILITY PROVIDER&PROPERTY OWNER. EXIST.SIDEWALK O SURVEYOR SHALL AFFIXTO I M ITEMDHIS SEAL AND THE NOTATION TME I EXIST.U/G TANK O EXIST.BUILDING(TYP.) "ALTERED BY'FOLLOWED BYTHE EXIST. SIGNATURE AND THE DATE OF SUCH R SAW CUT EXIST.B DRIVE TO ALLOW I I°'I TRANSFORMER ALTERATION. A SPECIFIC INSTALLATION OF NEW UNDERGROUND I I I I o; GRADE @ DESCRIPTION OF THE ALTERATION. UTILITIES MAINTAIN 5'AWAY FROM 2 7 1 AMSL EXISTING ON-SITE U/G DRAINAGE E-t at 1 3 I 1 I O AT&T AT STRUCTURES.REPAIR BR PAVEMENT I I UPON COMPLETION OF INSTALLATION. I NEW WG ELECTRIC SERVICE FROM I I LI.642$ EXISTING TRANSFORMER TO NEW (*—1—, i I I I AT&T UTILITY BACKBOARD(SUBJECT 1 ® I NEW AT&T UNDERGROUND ELEC.T& * — TO REVIEW&APPROVAL BY LOCAL E-t TELCO SERVICE FROM EXIST. SITE 31775 MAIN ROAD "I UTILITY PROVIDER).RESTORE LAWN O . TRANSFORMER&MESA SPAN TO 4 ADORESS:CUTCHOGUI,NY 11935 I NEW U/G GAS SERVICE FROM EXISTING I _ UPON COMPLETION INSTALLATION. NEW AT&T E°UIPMEM AREA E t —e —e—.—.—e—e—e —.—e—e—.—e—.—.—e (SUBJECT TO REVIEW BAPPROVAL GAS MAIN TO NEW AT&T EQUIPMENT 1 APT FILING NUMBER: NY474600 r—— BY LOCAL UTILITY PROVIDER) SPACE M_1 DATE: 0911422 DRAWN BY: ORA (TYP).SIZE&FINAL ROUTE TO BE I I COORDINATED O PROVIDER 8 PROPERTY OWNER. j i O r2 1SOUTH ELEVATION n E CHECKED BY:JRM � SHEET TITLE: M M A-'I SCALE:1'=10'-0 (IN FEET)I Inch= Wt. PARTIAL SITE PLAN& SOUTH ELEVATION OH OH STRUCTURAL ANALYSIS NOTE: O 1. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED BY APT ENGINEERING,MARKED REV 3,DATED JUNE 05,2024 AVAILABLE SHEET NUMBER: UNDER SEPARATE COVER. MAIN ROAD (� 2. REFER TO MOUNT ANALYSIS REPORT PREPARED BY APT N PARTIAL SITE PLAN ° 10 ENGINEERING,MARKED REV 4,DATED JUNE 05,2024 AVAILABLE UNDER SEPARATE COVER. A- / A-1 SCALE:1'=10'-0- (INFEET) IInch=10& 19'-6•x LEASE&COMPOUND EXPANSION 109• /^� (/yam/ NEW ICE BRIDGE POST BASE, 102' ��`/�� OUTLINE OF EXIST. q b 1'zxt6'-1's TOWER I TOPES TH(SEE SITE UTILITY _ FOUNDATION,TYP.BELOW C-t NOTES THIS SHEET). if e (r/CONC=4'-4•BOL) 1 I O••O•O O• 4 NEW CABLE ICE BRIDGE, C-1 TOP - 340 MOUNT KEMBLE AVENUE MORRISTOWN,NEW JERSEY 07960 ' \ NEW GPS UNIT MOUNTED TO EXIST.92'-0'z AGL MONOPOLE TOWER \ iX O O O O O B ICE-BRIDGE POST � m \ APT EMS 1.CUHB S1 OP&SECTION OF ` \ EXIST.FENCE TO BE REMOVED REMOVE SECTION ENGINEERING �. n, •,:. ` � / . �\ EXIST.CHAIN LINK FENCE. FENCE. \� $•••' v \ 567 VAU%HALL STREET EXTENSION-SURE 371 ALIGN NEW PAD W/EXIST.FENCE M.P.) 7:, ,- - WWWALLRD,CT06CH PM:(860}66b1697 _________ _ !". W W WALlPO1NTSTECH.CAM FAX:(860}663-0935 NEW 6.0 x 4'-0'HIGH - - - 0 0 0 0 O O O O 0 0 0 0 CONC.BOLLARDS AT 6 �•`� - - -- r 5 NEW SWITCHED lED SERVICE LIGHT W/ CONSTRUCTION DOCUMENTS 5'-0'O.C.MAX,PAINTED of E7 MANUAL TIMER MOUNTED ON SUPPORT NO GATE REVISION TRAFFIC YELLOW,TYP. POST 10't AGL MAX. ''yi• ----1 2a 2 NEW RAYCAP 0050 CABINET. - FRONT REAR 0 0911422 FOR REVIEW:JRM NEW AT&T METER 8 I MOUNT STRUTTO REAR SIDE 1 112322 REV.PER COMMENTS:JRM ___ C-1 E-t OF POSTS. 53.16° 2 01Ho123 REV.PER FAA-1A:JRM DISCONNECT ON NEW 2'6 >F' FOR REVIEW DESIGN z E•7 }---42' 3 OS282d NEW EQUIP.DESIGN ,: 0 UTILITY BUPPIORT FRAME. ' O 3 NEW SUPPORT FRAME PIPE ' JRM Z �. �O NEW VERTIV NetSure X701 �i I s-t BASE,TYP(4PL).O y in I - 40• 9 5 0610524 FOR FILING:JRM U 3-BAY WALK-UP-CABINET 2 2 Z 1 NEW RACK MOUNTED •d< w/PRE-INSTALLED LOAD ('� N CENTER. s-t G2 RRHs&(12)TWIN _-----,mow ".. • I TAIPLEXERS O O ,0• _jo, iD NEW SWITCHED LED SERVICE NEW 15'-0'xt 6'-0•(240's SF) 2 I _ I 6 LIGHT W/MOUNTED ON CONCRETE EQUIPMENT PAD 5-t I Et SUPPORT POST 101x AGL MAX. 4 NEW GRAVEL COMPOUND �� L •�� 5-1 TREATMENT,-P. a-+k�a- vim-•a�ti-v • i-Y-"x v v- i - ,. _ NEW AT&T&DOUBLE SWING ACCESS GATE St •� '.•:::: I�l I PLAN VIEW ° ° (• j A "!® f I 16' Q 3, VERTIV NetSure X701 WALK-UP-CABINET(WUC) NEW AT&T 20kW NATURAL GAS 4 F� COLOR:COOL WHITE •_-1 POWERED DC GENERATOR M-t I 7C"LUDO'H S BATTERIES 1'D - 1 (4,442 LEIS INCLUDES BATTERIES&EQUIPMENT) RIGHT SIDE MODEL NUMBER:DC50-48-60-96-50F (MOUNTED TO CONCRETE PAD PER MANUFACTURERS 40'Hx52.24'Wx9'D EXIST.METAL FENCE TO BE REPLACED w/ EXIST.MANHOLE COVERS&VAULT - NEW AT&T 8'CHAIN-LINK FENCE W BARB 6 RECOMMENDATIONS) 165 LBS. `•,;/\ ' WIRE 8 GREEN'METAL'PRIVACY SLATS. 1 2 NEW 400A DISCONNECT VINYL SLATS NOT PERMITTED DUE TO 5-t s-1 67 SERVICE FRAME. PROXIMITY OF GENERATOR TO FENCE. 2 WUC EQUIPMENT DETAILS 2a RAYCAP DC50 CABINET ,�-', ;-; ,_;:,`;•.,/f-'-' nEQUIPMENT PLAN '�°• - - - E c-o SCAL :N.T.S. SCALE:N.T.S. wl 11 SCALE:Y"=V-0" Y'SCALE.1 INCH=4'4r I DESIGN PROFESSIONALS OF RECORD 'lv PROF:SCOTT M.CHASSE P.E. TACK COAT(PER ITEM 407.0101 OF N.Y.S.D.O.T.STANDARD COMP:APT ENGINEERING SPECIFICATIONS)EMULSIFIED ASPHALT PLACED AT A RATE OF ADD: 567 VAUXHALL STREET SITE UTILITY NOTES: 24' 65/8 O.D. BETWEEN 0.05-0.15 GALLONS PER SO.YD.USE IF TOP COURSE EXTENSION,SUITE 311 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN MOUNT POINTS PLACED MORE THAN 6 MONTHS AFTER BINDER COURSE INSTALLED. WATERFORD,CT 06385 UNDERGROUND UTILITY LOCATING COMPANY TO CROWN TOP OF SURFACE TO BE CLEAN&DRY&INSPECTED BY ENGINEER OF LOCATE ALL UNDERGROUND EQUIPMENT IN THE GPS ANTENNA CONCRETE FILL. NEAT CUT EXIST.PAVEMENT RECORD PRIOR TO PLACING TOP COURSE OR TACK COAT. DEVELOPER:CENTERUNE TRENCHING AREA TO AVOID ANY DAMAGE. 24'WIDE GRIP SPAN &PAINT W/LIQUID BITUMEN tYz'BITUMINOUS CONCRETE SURFACE COURSE(PER COMMUNICATIONS LLC BRIDGE CHANNEL PRIOR TO PAVING 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND P.MOUNTING PIPE SECTION 402 N.Y.S.D.O.T.STANDARD SPECIFICATIONS) ADDRESS: 5550 MERRICK RD., UTILITIES N.I.F.)MAINTAIN 18'MIN.CLEARANCE. 3Y�BITUMINOUS CONCRETE DENSE BINDER COURSE SUITE 302 SITEPR01 PM 1 B24D-A CABLE COAX CABLE SUPPORT 3 w 6'0 SCHEDULE 40 CARBON (PER SECTION 402 N.Y.S.D.O.T.STANDARD SPECIFICATIONS) MASSAPEQUA,NY 11758 BRIDGE KIT OR APPROVED EQUAL O F q STEEL PIPE FILLED WITH 3. CONTRACTOR TO COORDINATE TRENCHING (TYP-) p Z U I CONCRETE 8 PAINED SS TONE BLEND OR e'RCA OPERATIONS w/OWNER AND/OR MANAGEMENT %Ox2'-0'TREADED ROD W/NUTS& COAX CABLE �, Y Qa g TRAFFIC YELLOW (RECYCLED CONCRETE AGGREGATE) COMPANY SO AS TO MINIMIZE DISRUPTIONS TO THE OVERSIZED WASHERS(TYP.OF 2) GROUNDING KIT 'v O m EXIST.PAVEMENT SURFACE NOTE: R IS A VIOLATION OF NEW YORK STATE EXIST.PROPERTY OPERATIONS. COAX CABLE u LL 1D 1•CROWN EDUCATION LAW ARTICLE 145,SECTION ANGLE SUPPORT BRACKET @ 3'-0' Q FINISHED GRADE TO MATCH O.C.MAX OR APPROVED EQUAL #2 TINNED GROUND ¢ EXIST UNLESS NOTED ��\f 7209(2)FOR ANY PERSON,UNLESS 11' WIRE(TYP,) - `� LICEN ACT INGED PRUNDER OFESSIONALCENGINE R OR ON OF A OTHERWISE(SEE 2/G2). 1-1/2V LLTO PIPE(-fYPJ _ \/ 1-12°0 SCH.40 PAINT PORTIONS OF PIPE TO •• \~` LAND SURVEYOR,TO ALTER AN ITEM IN AT&T 3Y°0 x 13'4 LG. PIPE MOUNT Krf, ANY WAY.IF AN ITEM BEARING THE SEAL GALVANIZED PIPE iv BE EMBEDDED IN °© NOTICE ®° GALV.STEEL SUPPORT TYP(2PL)J %j OF ANENGINEERTE LAND SURVEYOR IS PIPE TYP m Z � I CONCRETE WITH CUT-BACK � '• Z ICE ASPHALTIC PAINT(TYP.) �/�// �� 1'-6'MIN. ALTERED,THE ALTERING ENGINEER OR RF convened Aree eemnd This Point f 2 Z �\^�\f\\/ LAND SURVEYOR SHALL AFFU TO THE BRIDGE POST o to 14.0 SONOTUBE FORMED '� N.COMPACTED SUBBASE(PER SECTION 304 ITEM HIS SEAL AND THE NOTATION CONCRETE BASE. YT N.V.S.D.O.T.STANDARD SPECIFICATION).REMOVE "ALTERED BY"FOLLOWED BY THE "�"'•„�„a;'d'.",�.•,."•,"'"s°..+:. m GROUND LEAD TO m #2 TINNED I 3500 PSI MIN.CONCRETE \\/ ALL UNSUITABLE MATERIAL&REPLACE WITH SIGNATURE AND THE DATE OF SUCH GROUND RING(TYP.) GROUND WIRE ENCASEMENT. SUITABLE,COMPACTED MATERIAL.ALL AS DIRECTED ALTERATION,AND A SPECIFIC ,. BY THE ENGINEER.COMPACTION UTILIZING OPTIMUM DESCRIPTION OF THE ALTERATION. 12'0 CONCRETE SONOTUBE Z UNDISTURBED EARTH, TRENCH WIDTH MOISTURE CONTENT TO AT LEAST 95%STANDARD • ��w��_ ��_ FOOTING(4000PSI MIN) _ NOTE:IN PAVED AREAS PROCTER DENSITY.SUBMIT TEST RESULTS FROM 0 7q•p1q- HOLD TOP OF FOOTING ASTM D698(MOISTURE)&ASTM 02992(DENSITY PER AT&T AT °'�—+' �"'"-•"""'O}O NEW GROUNDING SYSTEM NUCLEAR METHODS)FOR REVIEW. 6'BELOW FIN.GRADE LI-6425 (WHITE METAL SIGN W/BLACK LETTERING) BITUMINOUS PAVEMENT RF NOTICE SIGN o GRADE 5 GPS MOUNT 6 BOLLARD DETAIL REPAIR DETAIL OVER TRENCH SITE 3177S ROAD \ \ \ \ \ i i• ' \ \ \ \ \ ADDRESS:CUTCH000E,NY 11935 12' / /\�/j� C_� SCALE:N.T.S. C-1 SCALE:y'2"=1•-0" (;-� SCALE:N.T.S. APT FILING NUMBER: NY474600 ° AT&T SITE ID LI-6524 0 �j\\/j\\/j\�/.• � • ///\\/�\//\\% SHEET TITLE: SITE NAME CUTCHOGUE 2 \�� } \ \ EQUIPMENT AREA FOR EMERGENCY ACCESS,OR '�ij\///\/j i /j\\i/\�, PLAN&SITE WHEN WORKING ON THIS SITE \ j i L, \\\j� DETAILS / CALL:1-800-832-6662 0 `7 o SHEET NUMBER: (WHITE METAL SIGN W/BLUE LETTERING) EMERGENCY SIGN i TYPICAL SIGNAGE k CABLE BRIDGE DETAIL C-1 C-_ SCALE:N.T.S. C-1 SCALE:N.T.S. ANTENNA MODELS,DOWNTILTS 1 ® ��V\� ANTENNA SPECIFICATIONS AZIMUTHS PER RFOS DATED OS/D724 NEW P2.5 STD(2.875'O.D.jxB'-0' LG,PIPE MASTS,TYP;(2)PER _ _ 2-2 SECTOR,TOTAL OF(6). SECTOR MODEL QTY M E TECHNOLOGY ANTENNA ANTENNAE AZIMUTH REMOTE RAATIONA CABLE CABLE SQUIDS (2'MIN.) D-TILT D-TILT STATUS ELEV.(Fr) CONFIGURATION STATUS LENGTH 340 MOUNT KEMBLE AVENUE EXIST.92-0'±AGL LTE 700/850; 4T4R 13511312;4T4R12T B14B29; MORRISTOWN.NEW JERSEY 07960 MONOPOLE TOWER `2p0° 2 Al:COMMSCOPE KWSS-65A-R3 1 0• - NEW 75 0' 4TBR B25B66;;4T4R 830;4T4R (O.D.=31.5°±,N.I.F.) a= ALPHA �:COMMSCOPE KVVSS-65A-R3 1 p' - AWS/PCSMICS; NEW 75' Gz C BAND B77DB770 Iti / LTE 700/550; 4T4R B5B12;4T4R2T B14B29; \ 6 B7:COMMBCOPE KWSS-65A-R3 1 0° - NEW 75' 12p° 4TBR B25B66;;4T4R B30;4T4F1 (12)�'COAX 120'± APT NEW AT&7 ANI0 NEW N R` B�'4 B2:COMMSCOPE KVVSS-65A-R3 1 0" - AWC BAN JCS; NEW 75' CABLES MOUNTED TO NEW 3,7 C C BAND B77DB77G ENGINEERING ANTENNA MOUM,TYP.(2) C-2 PER SECTOR,TOTAL OF(6) G1:COMMSCOPE KVVSS-65A-R3 1 0° _ LTE 700850; NEW 75, 4T4R B5B12;4T4R2T B14B29; GAMMA AWS/PCSA/VCS; 240° 4TBR B25B66;;4T4R 830;4T4R 567 VAUXHALL STREET EXTENSION-SUITE 311 G2:COMMSCOPE KVVSS-65A-R3 1 0° - C BAND NEW 75 B77DB77G WATERFORD,CT 063B5 PH:(860}663-1697 W W WALLPOINTSTECH.COM FAX(860)fi630935 (2)NEW SMEPF101 UWS6-NP COMPACT MONOPOLE ry =. GPS (1)NEW WA FV 20_ CONSTRUCTION DOCUMENTS MOUNTS&(2)LP-42 LARGE POLE ADAPTER TOTS N NO DATE I REVISION 2 COMMSCOPE 355 0 09f1422 FOR REVIEW:JRM 3-7' (2)NEW SREPROI UWS6-NP TOP KW5. ES R3 1 1123122 REV.PER COMMENTS:JRM LBS COMPACT MONOPOLE MOUNTS&(2) 3.62 SF 2 O1H0123 REV.PER FAA-1A:JRM NEW AT&T TWIN TRIPLEXER qq_ I. O 3 05128/24 NEW EQUIP.DESIGN MOUNTED TO PIPE MOUNT 6 N- LP-42 LARGE POLE ADAPTER KITS BELOW ANTENNA,TYP.I T F2 120° ` 11.85° FOR REVIEW:JRM PER SECTOR,TOTAL OF(6) nT/NEW AT&T ANTENNAS 4 061052{FOR FLING:JRM Y @ 77.5'2 AGE _ 5 T/�T&T ANTENNAS_ - FRONT SIDE �(' e-011 ANTENNA PLAN @77.D±AGL �--- C-2 SCALE:%"=1'-0' 1I '�Y Ia�` 4 NEW AT&T ANTENNAS tI @ 75.0+AGL NEW AT&T ANTENNA MOUNTED 3 7 - a 'dLi FRONT SIDE PLAN FRONT SIDE PLAN TO NEW ANTENNA MOUNT,TYP. / FRONT SIDE PLAN (2)PER SECTOR,TOTAL OF(6) - NEW AT&T TWIN BELOW AN MOUNTED TO PIPE MOUNT BELOW ANTENNA,TYP.(2) iN UI 541 0 m 1D m I I PER SECTOR,TOTAL OF(6J �2 ' !I ram. + n - ., 15.1' m ❑m -inm TjL AT&T 7AIPLEXER1 $ @ 71.O±AGL NEW P2.5 STD(2.B75'O.DJx8'-0• •,.\ [ -.�e 14.8° 6.1' 13.4' S.9' LG.PIPE MASTS,TYP.(2)PER / EXIST.92'-0°±AGL MONOPOLE TOWER SECTOR,TOTAL OF(6) (O.D.=31.5° N.I.F.) PANEL ANTENNAS \' _ ••% `;;f ERICSSON RADIO 4494 474R2T ERICSSON RADIO 4467 4T4R ERICSSON RRUS 4415 B30 REMOTE RADIO HEAD40(RRFp REMOTE RADIO HEAD((RRF� REMOTE RADIO HEAD(7.4 2 ANTENNA MOUNTING DETAIL s ANTENNA DETAIL HXW%D=17.X15.1 X5.6'(57.3 Lbs) HxWxD=1 B.8X14.BX6.1-(51.8 Lbs) WxDxH=13.4X5.9X76.5'(47.4 Lbs) C-2 SCALE:%'=1'-0" FRONT SIDE PLAN FRONT SIDE PLAN F 1-5B'x3-1/4•HORIZONTAL DESIGN PROFESSIONALS OF RECORD - Ip UNISTRUT,PART#P1001T o 0 15.6' o 0 15.7• . ATTACHED TO VERTICAL STEEL. PROF:SCOTT M.CHASSE P.E. CUT TO REQUIRED LENGTH,TYP. COMP:APT ENGINEERING VERTICAL PIPE 3B'DU\FLAT WASHER(TYP) ADD: 567 VAUXHALL STREET 15.6' 17' 15.7' 17'I CHANNEL NUT WITH SPRING, EXTENSION,SUITE 311 3/8'CIA NUT(TYP) / I UNISTRUT PART#P1008 WATERFORD,CT 06385 ERICSSON RADIO 4490 4T4R ERICSSON RADIO 4890 4TBR 3B'DIA U-BOLT / (TYP)U-BOLTS TO UNISTRUT, HORIZONTAL F R:CENTERLINE B5B12A4x6OW B25B66 4X60W UNISTRUT,PART#P7001T 3B'DUl FLAT WASHER(TYP)REMOTE RADIO HEAD(RRH) REMOTE RADIO HEAD(RRH) BE SIZED COMMUNICATIONS LLC / ATTACHED TO VERTICAL 5550 MERRICK RD., HxWxD=20.6X15.6X7.0'(65.0 Lbs) HxWxD=20.6'X15.7X7.0'(57.2 Lbs) ACCORDING TO PIPE 3B'DIA BOLT L U PIPES CUT TO REQUIRED SUITE 302 SIZE. I LENGTH(TYP FOR 2) ��_ 1-58'VERTICAL UNISTRUT, MASSAPEQUA,NY 11758 / PART#P1 OOOT CUT TO RRH EQUIPMENT REQUIREDLENGTH(TYP) i NOTE: C-2 SCALE:Y,'=1'-0" RAYCAP DC50, 2a RRH 4 IT IS A VIOLATION OF NEW YORK STATE ( I (B77DB77G), 5 6 TRIPLEXER,TYP(12PL) EDUCATION LAW ARTICLE 145,SECTION TYP 1 PL C-1 TYP OF �2 C-2 MOUNTED BACK TO BACK 7209(2)FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN an••- --• •- I I I ANY WAY.IF AN ITEM BEARING THE SEAL "off OF E ENGINEER OR LAND SURVEYOR I5. SEPARATION AS REQUIRED ALTERED,THE ALTERING ENGINEER OR �� ' ,. I I TO SUPPORT REMOTE FTEM HIS SEAL LAND OAND THE NOTATIONR SHALL THE T: I.., �� I I I � I I � � i I RADIO HEAD UNITS(RRH.) 'ALTERED BY'FOLLOWED BY THE FRONT SIDE PLAN .,.I, I ,I AS PER MANUFACTURER'S .-.�a�I2ca rsc:moa , I SPECIFICATIONS,TYP. ALTERATION AND A SPECIFIC SIGNATUREAND THE DATE OF SUCH m ❑ m ,-.,,.a._ P� ^" I DESCRIPTION OF THE ALTERATION. 4 RRH(B14B29), -I Gz TYP(3PL) EXIST.92'-0'±AGL -'k I AT&T AT MONOPOLE TOWER I I I I L1�425 P3.0I I I GAL STD PPO.T PIPE, x/0'LG. COMMSCOPE C7X192126T-DS-43 ,�p 6g;t; F; in I I I I I I I I I I GALV.SUPPORT PIPE,7YP. - T - IS 71775 MAIN ROAD TWIN TRIPLEXER(OR EQUAL) _r( �' j 1 __� fillOMR CAPS A7 BOTTOM OF I TWELVE(12)T/e COAXIAL CABLES ADDRESS:CIRCHOGUE,NY 11935 WxDxH=6.9X4.1 X5.8'(9.3±Ibs) I STRUT,TYP. SNAP-IN HANGERS SUPPORTED e�ssa RRH(BSB72A) 4 6' 3 NEW SUPPORT FRAME PIPE ONPIERSNAP-IN STAND-OFF APT FILING NUMBER: NY474600 Z s TRIPLEXER DETAIL _ I TYP(3PL) 02 I N BASE,OWN ETE 6 (COMMSCOPE DATE: 0911422 DRAWN BY: ORA 294562).SECURE HANGERS TO I - NEW C CONCRETE MONOPOLE TOWER W TYPE 31 CHECKED BY:JRM C-2 SCALE:1'=V-0" 7 / , EQUIP.PAD,TYP. SS BANDING;3/n°WIDE x 0.03' THICK(BAND-IT P/N C40699)AND SHEET TITLE: RRH(830),TYP 4 �� /J- HEAW OUTY TYPE 316 SS FRONT SIDE PLAN _ 4 EAR-LOKT BUCKLES(BAND RPM (3PL) C-2 FRONT VIEW G2 RRH(B25B66),TYP(3PL) C45699)@ 4'-0'O.C.(MAX.)(1YP.) ANTENNA PLAN Si - �`^ SEE PLAN 1B-1 DETAILS FOR SPACING,TYP. NOTE: NOTES: CABLES SHALL BE FLUSH MOUNTED TO MONOPOLE TOWER IN A A.= 1. ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP(MODEL#P2860-10). SINGLE ROW AND MUST NOT BE STACKED UNDER ANY 9' CIRCUMSTANCES.CABLES&MOUNTING HARDWARE SHALL BE I q• I 2,y .� -,� WI 2. ONLY 3-1/4'(HORIZONTAL)&1-58'(VERTICAL)UNISTRUT TO BE USED FOR RACK CONSTRUCTION. SHEET NUMBER: PAIL _ 3. EXTEND UNISTRUT AS NEEDED BASED ON LENGTH OF ANTENNA SECTOR.DO NOT CANTILEVER UNISTRUT FOR COMA IB NEUTRAL COLOR THAT T IDENTICAL W OR CLOSELY MORE THAN 24'BEYOND CANOPY POST. COMPATIBLE WITH THE COLOR OF THE EXIST.TOWER COMMSCOPE STX61742T-43 4. FOR SPANS GREATER THAN 5'-0'USE UNISTRUT PART#P7001. TWIN TAIPLIXER(OR EQUAL) HxWxD=4.6X9.OX2.2'(13.9±Ibs) �TRIPLEXER DETAIL nANTENNA CABLING DIAGRAM Q81RRH EQUIPMENT_SUPPORT FRAME s CABLE SUPPORT DETAIL C-2 SCALE:N.T.S. C-2 SCALE:Y,"=1'-0" C-2 SCALE;1Y2--V-0" C_2 SCALE:1"=1'-0" GENERATOR MECHANICAL NOTES: ® a &t ALL EQUIPMENT,MATERIALS&INSTALLATION SHALL COMPLY 1. THE MECHANICAL SUBCONTRACTOR SHALL COORDINATE ALL WORK TO BE PERFORMED _____ >� ' WITH THE GENERAL AND ELECTRICAL CONTRACTORS.ANY WORK DONE BY THIS .I __� WITH NFPA 37,NFPA 54 8 NFPA 58 WHERE APPLICABLE. ��•------- . ` CONTRACTOR WHICH INTERFERES WITH WORK BY OTHERS AND WHICH WAS NOT FIRST COORDINATED SHALL BE REMOVED AND RELOCATED AT CONTRACTOR'S EXPENSE. 340 MOUNT KEMBLE AVENUE T> MORRISTOWN,NEW JERSEY 07960 BURIAL DEPTHS PER NATIONAL GRID: 36°FOR GAS MAINS 2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND 24•FOR GAS SERVICES ON PUBLIC PROPERTY THE PLACEMENT OF ALL EQUIPMENT PRIOR TO THE START OF HIS WORK.NO EXTRAS 18'FOR GAS SERVICES ON PRIVATE PROPERTY WILL BE ALLOWED DUE TO EQUIPMENT LOCATION CHANGE FROM THAT ON THE i ( .•�_� I DRAWING. y: 3. IT IS THE INTENT THAT THE WORK SHALL BE COMPLETE IN EVERY RESPECT AND TH APT AT RESTORE EXIST.SURFACING AT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE ENGINEERING NEW AT&T METER& NEW ATBT 1Sx16'-0•CONCRETE AREAS DISTURBED BY DRAWINGS,BUT NECESSARY TO FULLY COMPLETE THE WORK,SHALL BE PROVIDED. 2 TRENCHING,TO MATCH EXIST. DISCONNECT ON NEW l - EQUIPMENT PAD W/(1)VERTIV 567 VAuxHALL STREET EXTENSION-Su1TE 311 MULTIMETER CENTER E-t Os "�. NetSure X701 WALK-UP-CABINET _ _I 4. THE LOCATION OF SOME ITEMS SHOWN ON THE DRAWINGS MAY BE APPROXIMATE AND WATERFORD.CT 06385 PH:(660J�1697 (3-BAY WUC),(15)RRHs,(12)TWIN g Ilk, —�I III_ 1��I THE OWNER SHALL HAVE THE RIGHT TO MAKE MINOR REVISIONS BEFORE THE WORK IS W W WALLPOINTSTECH.COM FAX(860}563-0935 • I ' III IIIF 111` INSTALLED WITHOUT ADDITIONAL COST, ` �•' TRIPLEXERS,(1)RAY CAP DC50 NEW U/G GAS SERVICE FROM EXISTING I CABINET,2OkW NATURAL GAS / /� I�IQ ��\\ CONSTRUCTION DOCUMENTS GAS MAIN TO NEW AT&T DC POWER ., - I POWERED DC GENERATOR&400A 5. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES,AND ALL 2 UNDISTURBED/ NO DATE REVISION GENERATOR(TYP).SIZE ,FINAL ROUTE _ I DISCONNECT SWITCH ON SERVICE U CONTROL DEVICES REQUIRED FOR PROPER COMPLETION OF(JTILITV PIPING. TO BE COORDINATED WITH LOCAL M-1 --�'-`^•-„.''� FRAME. COMPACTED EARTH - J� w 0 09114122 FOR REVIEW:JRM UTILITY PROVIDER&PROPERTY OWNER. `= 6`WIDE METAL CORE UjG - _ rn 6. ALL WORK SHALL BE IN ACCORDANCE WITH 2O20 MECHANICAL CODE OF NEW YORK 1 112322 REV.PER COMMENTS:JRM WARNING TAPE W/'CAUTION 1p NEW YORK STATE SSTATE(NYSMAND NFPA 5BING CODE 04 2020 FUF NEW EL GAS ODE OF NEW YORK STATE(NYS).2020 K STATE 8E OF 2 0111023 REV.PER FAA-tA JRM BURIED UTILITY LINES' - -- 3 0528124 NEW EQUIP.DESIGN NFPA58,LIQUEFIED PETROLEUM GAS CODE(WHERE APPLICABLE). •. I FOR REVIEW:JRM COMPACTED SAND 7. INCLUDE ALL UTILITY COSTS(INCLUDING GAS SERVICE TO METERI AND SUBMIT FOR NEW 4 0610524 FOR FILING:JRM PE GAS LINE.REFER TO RISER g• 6• GAS SERVICE THROUGH NATIONAL GRID.GAS DEMAND IS 352 CFH AT 11 TO 14 INCHES 5 DIAGRAM 3/M-1 FOR SIZE W.C. NEW AT&T 20kW NATURAL GAS 3-6 O B. ALL BELOW GROUND GAS PIPING SHALL BE POLYETHYLENE(PE)PLASTIC PIPE OR TUBING POWERED DC-GENERATOR. M-1 TYPICAL DETAIL PE 2406(MEDIUM DENSITY YELLOW)OR PE 3408(HIGH DENSITY BLACK)CONFORMING TO ASTM D2513.SPECIFICATIONS FOR THERMOPLASTIC GAS PRESSURE PIPE SYSTEMS �Y GAS TRENCH SHALL BE USED. NEW AT&T 400A DISCONNECT SWITCH 2 9. PE PLASTIC PIPING MAY NOT BE USED FOR GAS PIPING INSIDE OR BENEATH BUILDINGS, ON SERVICE FRAME 6t Ea M"� SCALE:N.T.S. OR FOR VENTING GAS PRESSURE REGULATORS. �� •�\O 10.THE FOLLOWING SPECIFICATIONS SHALL BE USED FOR PE FITTINGS(WHERE APPLICABLE): j! J",T I C -''o, -YV `I• ASTM 02683 SPECIFICATION FOR SOCKET TYPE POLYETHYLENE FITTINGS - FOR ! S'qc •` POLAR POWER INC. OUTSIDE DIAMETER CONTROLLED PE PIPE AND TUBING. /I ,TI( �?• u ,a 20kW NATURAL GAS DC POWER GENERATOR I H n PARTIAL COMPOUND PLAN ASTM 03261 SPECIFICATION FOR BUTT FUSION POLYETHYLENE(PE)PLASTIC 1 BUILD NUMBER:V020G360TE004-ALUMINUM ENCLOSURE i( •I FITTINGS FOR POLYETHYLENE(PE)PIPE AND TUBING. 1 -{•:�t1 %r S M-1 SCALE:1"m10'-0" (IN FEET)1i-h ton. ENGINE MODEL:FORD MSG 425 DRY WEIGF9T=i 0241b6 ASTIM F1055 STANDARD SPECIFICATION FOR ELECTROFUSION TYPE PE FITTINGS CONFORMS TO UL STD 2200 FOR OUTSIDE DIAMETER CONTROLLED PE PIPE AND TUBING. }_•�'\ •'F. - %v\( CERTIFIED TO CSA STD C22.2 No.100 11.PROVIDE ESCUTCHEONS WHERE PIPES PENETRATE FLOORS,WALLS OR CEILINGS. E.r•ui:st�ac r:+ 12.ALL GAS PIPING OTHER THAN THAT NOTED A13OVE SHALL BE SCHEDULE 40 BLACK IRON NOTICE:NO WORK(SITE)WILL BE PERMITTED UNTIL I g iieN ..:,, � „::: ADEQUACY OF SERVICE 15 DETERMINED BY GAS UTILITY PIPE,WITH THREADED FITTINGS. ws EFiEr ylOi i PROVIDER-CONTRACTOR TO COORDINATE DETERMINATION " "'� 1. 13.FIELD PAINT EXPOSED VERTICAL GAS PIPE RISER AT BUILDING EXTERIOR TO MATCH \= WITH SERVICE PROVIDER , - � EXISTING BUILDING FACADE.ALL OTHER PIPE TO BE PAINTED YELLOW. L. COORDINATE GAS PIPE PENETRATION J-e .t�s;,ra,c vCts:-. I 14.FOR OTHER THAN BLACK IRON PIPE,LABEL ALL EXPOSED PIPING PER CODE AND UTILITY DESIGN PROFESSIONALS OF RECORD INTO ENCLOSURE WITH MANUFACTURER. 5 ~„ .>. _ COMPANY REQUIREMENTS. 1}4•NATURAL GAS TO _--I v /' PROF:SCOTi M.CHASSE P.E. PRESSURE REGULATOR M-1 GENERATOR. k - ! — I_ ,�`�°'' - 15.ALL VALVES USED IN METALLIC PIPING SYSTEMS MUST HAVE PRESSURE CONTAINING COMP:APT ENGINEERING (BY SERVICE PROVIDER) i cu c /l PARTS OF STEEL,DUCTILE(NODULAR)IRON,MALLEABLE IRON OR BRASS. ADD: 567 VAUXHALL STREET SERVICE VALVES I :.ia;�c, t9 �J.�Y EXTENSION,SUITE 311 M (TYP 2Py 9 ' scr:Boer. �' 1 16.ALL MATERIALS USED,INCLUDING VALVE SEAT DISCS,PACKING,SEALS AND WATERFORD,CT 06385 CONNECTION TO EXISTING GAS �,;nJ,.wa=0oce - ' ___ - r Ii DIAPHRAGMS MUST BE RESISTANT TO THE ACTION OF LP GAS UNDER SERVICE SERVICE BY LOCAL UTILITY PROVIDER _ _ _; -- c--- wuOG ! I CONDITIONS.MANY VALVES ARE LISTED BY INDEPENDENT TESTING LABORATORIES FOR FOPER:CENTERUNE J ,!� �,!. � USE IN LP GAS SERVICE.THESE CAN BE USED AS RECOMMENDED BY THE COMMUNICATION� MANUFACTURER.OTHER VALVES CAN BE USED,BUT MUST COMPLY WITH THE 5550 MERRICK RD., REQUIREMENTS OF NFPA 58 AND SHOULD BE RECOMMENDED BY THE MANUFACTURERSUITE 302 ! _ , _ FORLPGASSERVICETOBE SURE THAT ALL THE COMPONENT PARTS OF THE VALVE AREMASSAPEQUA,NY 11758 EXISTING GAS SERVICE as - cnc c .. FROM STREET _,_ _ t ' E0 E.:.ao.•� APPROVED FOR LP GAS SERVICE. COORDINATE WTI}i NATIONAL GRID TO �i I` _,� HAVE GAS METER INSTALLED.LABEL'AT&T' 17.VALVES USED WITH POLYETHYLENE PIPE AND TUBING MUST MEET THE REQUIREMENTS NOTE: OF ASTM D2513 AND BE SO MARKED. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145,SECTION (2)FORART PERSON,UNLESS ACT - ACTING UNDER THE DIRECTION OF A LICEN3 GAS SERVICE CONNECTION/RISER DIAGRAM LAND UJ7PROFESSIONAER AN OR LAND SURVEYOR TO ALTER G REM IN ANY WAY.IF AN ITEM BEARING THE SEAL M-V SCALE:N.T.S. OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR TO THE GENERATOR SCHEMATICS LAND SURVEYORSEAL AN THENOT NOTATION REM HIS SEAL AND THE NOTATION BRAIDED STAINLESS FLEXIBLE ENGINE SHUTDOWN "ALTERED BY"FOLLOINED BY THE CONNECTOR,SIZE PER ENGINE SOLENOID BY GENERATOR M-� SCALE:'y2"m 1-0" SIGNATURE AND THE DATE OF SUCH MANUFACTURER ALTERATION,AND A SPECIFIC REDUCER SECOND STAGE DESCRIPTION OF THE ALTERATION. REGULATOR BY INSTALLER.FISHER AT&T AT TYPE:912-101 LI-6425 CONNECTTO LL SITE 31T75 MAIN ROAD CARBURETOR m - N Z. ADDRESS:CUTCHOGUE,NY 11935 APT FILING NUMBER: NY474600 DATE: 09/1422 DRAWN BY: ORA 1)9 SHUTOFF VALVE Yz 0 MOUNTING CHECKED BY:JRM HOLE,TYP.(4PL) T SHEET TITLE: (W.F.) 2 NEW I&NATURAL GAS FUEL SUPPLY LINE. NOTES: MECHANICAL PLAN, M t 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH GENERATOR DETAILS 8 NOTES MANUFACTURER. NOTE:INSTALL COMPONENTS IN ACCORDANCE 2. SECURE GENERATOR TO CONCRETE SLAB PER MANUFACTURER'S W/GENERATOR MANUFACTURERS INSTRUCTIONS. RECOMMENDATIONS. SHEET NUMBER: GENERATOR CONNECTION DETAIL rp GENERATOR BOLTING PATTERN M-'I SCALE:N.T.S. M-'I SCALE:Y2"-V-0" M 1 6Yz ® at&t CONC.SLAB iY° 6 14 340 MOUNT KEMBLE AVENUE NEW SUPPORT FRAME PIPE Rs/eX8X8 MORRISTOWN,NEW JERSEY 07960 6., BASE,TYP(4PL). m ---------� m � E + APT ENGINEERING • , P3.0 STD(O.D.=3.5007 -r-r-r `r`• ., .. F �- GALV.SUPPORT PIPE t I I a WATERFORD.STREET EXTENSION (86OW3.1697 I `•.• ( m (THReEADED ROD. IASHER& WWW.ALLPOINTSTECH.COM FAX:(660}fi63-0935 PLAN A-A NUT BE IN HILT]HY-200-R EPDXY ADHESIVE W/5%EMBED. CONSTRUCTION DOCUMENTS °CHAMFER -I a #4 REBAR Qo NO DATE REVISION ALL AROUND N 12'O.C. CNP) (T�'P) mP) 0 091422 FOR RENEW:JRM EACH P WAY 1 1112322 REV.PER COMMENTS:JRM GALV.SUPPORT PIPE. 2 0111083 REV.PER FAA-tA:JRM 0 3'-0• i o GRADE - v 3 0528124 NEW EQUIP.DESIGN m A FOR RENEW:JRM • :, • ( 1 - R%x8X8 A y, 4 06105124 FOR FILING:JRM COMPA V I Y • I I v GRAVEL BASE 4.000 PSI CONC.SLAB(SEE PLAN - c,} FOR PAD DIMENSIONS) (4)6/e p X 8'LG.(MIN.)HAS-V-36 n THREADED ROD,FLAT WASHER& NUT SET IN HILT HY-200-R EPDXY NOTES: ADHESIVE W/5V•EMBED. .-.- -:-•- - -•-• 1. CONTRACTOR SHALL COORDINATE ALL SLAB r 1� g'-0• •2•-6' g, DIMENSIONS&HOLD DOWN REQUIREMENTS W/ - _ NOTE: 8 RRH EQUIP. EQUIPMENT MANUFACTURER. MIN.SLAB THICKNESS 8•: t; NEW AT&T 15k16'-0' MIN. C-p SUPPORT FRAME MIN.ANCHOR EDGE DISTANCE=6' r (4.000 PSI)CONCRETE 2. CONCRETE SLAB DESIGN IS BASED ON A MINIMUM EQUIP.SLAB. 9 1 ALLOWABLE SOIL BEARING PRESSURE(q�OF 1,500 PSF ' - - 2 NEW 400A DISCONNECT ,r/ E-, SERVICE FRAME. SUPPORT FRAME • 3 EQUIPMENT LAYOUT PLAN J: ONCRETE PAD DETAIL r31PIPE BASE DETAIL S-1 SCALE:Y"=1'J7" S-1 SCALE:N.T.S. C_1 SCALE:N.T.S. 1 r 4 (INFEET)II-h=4• IL _ 1 I FENCE NOTES: .•``r. •) / 1. ATTACH EACH GATE WITH 1-12 PAIR OF NON-UFT-OFF TYPE, MALLEABLE IRON FORGING,PIN-TYPE HINGES.ASSEMBLIES ��, .'i r `✓_;•r' SHALL ALLOW FOR 180°OF GATE TRAVEL. 2. FENCE POST SPACING NOT TO EXCEED 10'-0'O.C. - _-_- 3. REFER TO ELECTRICAL SHEETS FOR GROUNDING. 4. ALL FENCE GATE,LINE AND TERMINAL POSTS TO BE SIZED BY DESIGN PROFESSIONALS OF RECORD MANUFACTURER TAKING INTO ACCOUNT LOCAL DESIGN GATE OPENING. 3 STRANDS OF CRITERIA,GATE LEAF SPANS&INSERTS(AS REQUIRED). REFER TO SITE PLAN 1/C-1 4-POINT BARBED WIRE PROF:SCOTT M.CHASSE P.E. COMP:APT ENGINEERING CONTINUOUS TOP RAIL ADD: 567 VAUXHALL STREET 2'X2•-9 GA.FENCE FABRIC W/GREEN EXTENSION,SUITE 311 'METAL'PRIVACY SLATS.VINYL SLATS WATERFORD,CT 06385 HEAVY PRESSED NOT PERMITTED DUE TO PROXIMITY STEEL BARBED WIRE OF GENERATOR TO FENCE. DEVELOPER:CENTERUNE OUTRIGGER ARM COORDINATE W/OWNER,TYP. COMMUNICATIONS LLC ADDRESS: 5550 MERRICK RD., S SURE 302 COMPOUND FENCE PROVIDE DIAGONAL ; FROST-FREE 1 IL 70P CONTINUOUS w/BARBED WIRE&( 6 ADJUSTABLE RIDE �aHEAVY D RAIL 2-12° j CENTER RAIL MASSAPEQUA,NY 11758 GREENVINYL g1 AND TURNBUCKLE CORNER PRIVACY SLATS ASSEMBLY AT ALL ,iARM LATCH RAIL HOPE, POST 2'O GALVANIZED CORNERS b LINE POSTS NOTE: z CONTINUOUS T IS A VIOLATION OF NEW YORK STATE 2'x2-9 GA.FENCE FABRIC w/GREEN BOTTOM FWL EDUCATION LAW ARTICLE 145,SECTION 'METAL'PRIVACY SLATS.VINYL SLATS 1 12'GATE TENSION < 12'CROWN FOR 7209(2)FOR ANY PERSON,UNLESS o9 2•x6•PT NOT PERMITTED DUE TO PROXIMITY FRAME 4'�� WIRE DRAINAGE ACTING UNDER THE DIRECTION OF A m OF GENERATOR TO FENCE. POST,NP. FINISHED w FINISHED GRADE TO LICENSED PROFESSIONAL ENGINEER OR COORDINATE w/OWNER,TYP. GRACE MATCH EAST. LAND SURVEYOR TO ALTER AN TENT IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS 2'X4'X18• '1 L_ _ I '1 - _ '1-I 1- , - ALTERED,THE ALTERING ENGINEER OR PRESSURE 12'O SONOTUBE LAND SURVEYOR SHALL AFFIXTO THE TREATED QS'D.C. F FORMED CONCRETE STABILIZATION 'IF, _ I- PINTLE ROD = I ICI , IO Z TENT HIS SEAL AND THE NOTATION GRADE TO DRAIN [- Jfi (= (- BASE(3500 PSI MIN.) "ALTERED BY"FOLLOWED BYTHE FABRIC ON -I I T GAP BETWEEN 9 -- 31 ?N '-il SIGNATURE AND THE DATE OF SUCH COMPACTED SUBGRADE-T\\ HI FINISH GRADE AND -_ I 6 CI IE UNDISTURBED EARTH. ALTERATION,AND A SPECIFIC \' = BOTTOM OF GATE S-, _ _ y - DESCRIPTIONOF THEALTERATION. V1' 1ILII,IF J�ILIIIIFI I I III-11 IF 31 N07E:INPAVEDAREAs -TirUMT HOLD TOP OF FOOTING AT&T AT YCI-ilk OF 6•BELOW FIN.GRADE LI-6425 STONE MIN. 4 COMPOUND EXPANSION DETAIL W5C,1H!A1N-LINK FENCE & GATE DETAIL 6 SECTION SITE CTCH75 OG ROoAODRESS:CUTCHOGUE,NY 11935SCALE:N.T.S. :N.T.S. 5-1 SCALE:N.T.S. APT FILING NUMBER: NY474600 DATE: 0911422 DRAWN BY: DMA CHECKED BY:JRM SHEET TITLE: EQUIP.LAYOUT PLAN &DETAILS SHEET NUMBER: S-1 EXIST.VERIZON METER& NOTES & SPECIFICATIONS: (] DISCONNECT ON SERVICE FRAME at J��t EXIST.MESA SPAN CABINET SITE UTILITY NOTES: (1) C #3/0&T WILD E UI TO SUPPORT 200A,120240V,10,3W ELEC.SERVICE TO PRE-INSTALLED LOAD `J< CENTER AT WUC EQUIPMENT CABINET. &VAULT 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN (2) 12 PR SINGLE MODE FIBER CABLES WITH LC-SC JUMPER(VA.F.),3'C. r—— / UNDERGROUND UTILITY LOCATING COMPANY TO (3) (2)SETS OF#4/D AWG FEEDER CABLES IN(2)2-C.(INCREASE DUE TO VOLTAGE DROP IF APPLICABLE). 340 MOUNT KEMBLE AVENUE LOCATE ALL UNDERGROUND EQUIPMENT IN THE MAKE ALL CONNECTIONS AS PER TERMINATE PER MANUFACTURERS SPECIFICATIONS. MORRISTOWN,NEW JERSEY 07960 ' r TRENCHING AREA TO AVOID ANY DAMAGE. UTILITY COMPANY'S REQUIREMENTS (4) (1)ETHERNET(CATS)&(1)#4 O W/PULL STRING IN 1'.TERMINATE PER MANUFACTURER RECOMMENDATIONS. I I r ° �� (5) NEW AT&T POLAR POWER INC.20kW PROPANE POWERED DC GENERATOR-POLAR BUILD#V020G360TE004. I I I .—•—•—•—+—• / 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND 120240V.10.3W.50 HZ W/ENCLOSURE.REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION. I I i I • ' / UTILITIES N•I.F.)MAINTAIN 18-MIN.CLEARANCE. PROVIDE RODENT SCREEN AT UNDERSIDE OF GENERATOR.COORDINATE WITH GENERATOR MANUFACTURER. (6) VC.2-#12+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER FOR BATTERY CHARGER. I 3. CONTRACTOR TO COORDINATE TRENCHING W/ (7) %"C.2-#12+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER FOR BLOCK HEATER. APT OPERATIONS OWNER AND/OR MANAGEMENT (8) %'C.2-#12+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER.PROVIDE GFCI RECEPTACLE. ENGINEERING U I { I U °I COMPANY SO AS TO MINIMIZE DISRUPTIONS TO THE (9) (2)#12.#12G IN 3/"C LIGHTING BRANCH CIRCUITS. 31.1 °� EXIST.PROPERTY OPERATIONS. (10)(1)#2 BCW IN VC FROM MGB TO DC GENERATOR.BUS BAR PER MANUFACTURER AND NEC REQUIREMENTS. 567 _ fan I I I N WATERFORD.CTT9008 EXTENSION PH:(9fi9}663-1697 (11)400A,50V DC NEMA 3R DISCONNECT SWITCH NEW AT&T UNDERGROUND TELCO SERVICE I I i ,I j W W WJLLLPOINTSTECH.COM FAX(Bfi0}6630935 FROM EXIST.MESA SPAN TO NEW AT&T 4 I I AT&T WUC EQUIP. 2 CONSTRUCTION DOCUMENTS EQUIPMENT PAD(BT±LF)ROUTED U/G E-t NEW 200A,120240V,1 PH,SW,OUTDOOR TYPE, DISCONNECT SERVICE FOLLOWING EXIST.SAW CUT PATH Iz' ', J / u COMBINATION METER SOCKET AND 200A,1 P 240V NCB, CABINET o-t O AT&T NATURAL GAS DC 4 6 FRAME.REFER TO 1/S-1 NO DATE REVISION IOR APPROVED EQUAL.MAKE PROVISIONS FOR PAD POWER GENERATOR M-tLOCKING.KWH METER SHALL BE PROVIDED BY LITILIN FOR LOCATION. 0 09114122 FOR REVIEW:JRMEXIST.VERIZON CONCRETE EQUIP.PAD 4 - Sun To. 117123122REV.PER COMMENTS:JRM COMPANY.COORDINATE INSTALLATION AND AC IVAMON 6 w/50KW NATURAL GAS GENERATOR& I OF METER WITH UTILITY COMPANY.REFER TO 1/E-1 FOR &t 9 2 0711023 REV.PER FAA-7A:JRM (2)EQUIP.CABINETS i I' i 3 05128124 NEW EQUIP.DESIGN I I I LOCATION.VERIFY LOCATION OF METER WITH UTILITY NEW UTILITY SERVICE COMPANY AND LOCAL ELECTRICAL INSPECTOR.METER LIGHTING © 11 FOR REVIEW:JRM EXIST.BIT.PAVED ACCESS DRIVE I I I °I PEDESTAL.CONSULTR LOCAL SOCKET SHALL BE CLEARLY LABELED°AT&T°SERVICE 4 OUT OF PP-1 r„ 4 06105124 FOR FILING:JRM I UTILITY COMPANY FOR r'e r•e ENTRANCE,200A.120240V,10,3W.' Ga 5 i I I f-F I INSTALLATION REQUIREMENTS. r� OUTLINE OF EXIST.16'-1°±X16'-1•± �I __i ' ---------- 4- REFER TO 2/C-1 FOR LOCATION. R r„ TOWER FOUNDATION,TYP.BELOW (T'/CONC=4'-4•BGy I I I I I EXIST.MESA SPAN II CABINET I SERVICE GROUND PER NEC NEW 6'0 X V HIGH CONC.FILLED STEEL I I _ EXI BOLLARD AT W O.C.(MAX),PAINTED ST.STEP DOWN TRAFFIC YELLOW,TYP.(2PL) I TRANSFORMER I r APPROX.LOCATION OF EXIST. i I I i! � � PVC EXPANSION BURIED DRYWELL(V�I�F•) "I COUPLINGS,TYP. MGB ........... / - II E GRADE ®❑® �•! � .: � Y k y To Huo tzPU a2G a NEW AT&T COMBINATION METER& 2 r L•— I / y y, ,. k_ c ( • ll e I ELECIXTRSC DISCONNECT ON NEW SERVICE FRAME. E_7 I 1\•I NEW 8'HIGH CHAIN LINK FENCE I r SERVICE w BARBED WIRE&GREEN VINYL ' { `;•T _ ;! ' PRIVACY SLATS(iYPJ ) EXIST.TELCO TUB-UP 3 CONDUIT(TYP. APPROX.LOCATION OF EXIST. —— I SERVICE I OF ALL CONDUITS) U/G UTILITIES,TYP.(W.F.) —\ I NOTES: 1. BOND[MTS)TO GROUND BAR SAW CUT EXIST.BIT DRIVE TO ALLOW I a I �� _ I• !/�. / INSTALLATION OF NEW U/G ELECTRIC �O N E-LINE DIAGRAM �� .-__`•_��- SERVICE MAINTAIN 5'AWAY PROM 2 8 I I EXISTING ON-SITE U/G DRAINAGE E-1 r:t I E-1 SCALE:TUTS STRUCTURES.REPAIR BIT.PAVEMENT '-0• GALV.PIPE END CAP.TYP, I I UPON COMPLETION OF INSTALLATION. I I I (MAX.)( I I DESIGN PROFESSIONALS OF RECORD 51 I IS o PGALV.ATTACH TO SUPPORT PIPES PROF:SCOTT M.CHASSEEERING P.E. p IU W/�/e 0 GALV.U-BOLTS,FLAT COMP:APT ENGINEERING 3 I 13 NEW U/G ELECTRIC SERVICE FROM EXISTING m WASHERS,LOCK WASHERS AND ADD: 567 VAUXHALL STREET Q I I ly NUTS,TYP.PROVIDE UNISTRUT TRANSFORMER TO NEW AT&T UTILITY EXIST. EXTENSION,SUITE 311 BACKBOARD(SUBJECT TO RENEW& 4 TRANSFORMER 3 w O VINYL END CAPS(PM 2860). WATERFORD,CT 06385 APPROVAL BY LOCAL UTILITY PROVIDER) E_7 Q RESTORE LAWN UPON COMPLETION I O PLE. OPER:CENTERLINEINSTALLATION. o QO COMMUNICATIONS LLC NEW200A,120240V,1 PH,3W,p DO OUTDOOR TYPE,COMBINATION S: 5550 MERRICK RD., o ¢w] METER SOCKET AND MAIN CIRCUIT SUITE 302 00 < I I BREAKER UNIT. MASSAPEQUA,NY 11758 Ec SUPPORT PIPE,TYP(3P( O GALV. NOTIT IS E: e EDUCATION VIOLATION LAW OF NEW YO,SECTION STATE a—e—e—e— I I EDUCATION LAW ARTICLE?UNLESS 3/e DIA.DRAIN HOLE,TYP. 7209(2)FOR ANY PERSON,UNLESS I I FINISHED GRADE TO ACTING UNDER THE DIRECTION OF A / MATCH EXIST. LICENSED PROFESSIONAL ENGINEER OR +v-o- o '-e• ,a•-o• zo•-o• T/CONC./ r �I LAND SURVEYOR TO ALTER AN ITEM IN �1SITI�EU�Tjl��LITYLAN FIN.GRADE ANY WAY.IF AN REM BEARING THE SEAL 'I'I OF AN ENGINEER OR LAND SURVEYOR IS 10'SCALE:I INCH=1"' NEW SUPPORT FRAME / .FIT" 1•CROWN,TYP. ALTERED,THE ALTERING ENGINEER OR 3 LAND SURVEYOR SHALL AFFIX TO THE >>W PIPE BASE AT CONC. .I-I' 12'0 CONCRETE PIER w/ / J>O SLAB,TYP. 3-t L MIN.4000 PSI CONCRETE ITEM HIS SEAL AND THE NOTATION H m AT CONC. o •I'I. UNDISTURBED SOIL,TYP. 'ALTERED BY"FOLLOWED BY THE �Q SLAB ONLY SIGNATURE AND THE DATE OF SUCH 33oq o ;I L rn O w w� .f[I DESCRIPTION OFDTHE ALTERATION. III�I w rZ oQ j Z 24•TRENCH or as REX7D {j d S Z BY POWER/TELEPHONE CO. m U¢ IL Z p 6 (FINISHED GRADE TO !1-I m AT&T AT RIGID STEEL RIGID STEEL CONDUIT o�Q j O Z rn MATCH EXIST. EXIST. LI-6425 io U O Q w CONDITIONS) WORKING CONDUITPLUG COUPLING N p¢ b 3 0 COURSE GRADE OR SITE 31T75 MAIN ROAD NEW EQUIPMENT PAD ADDRESS:CUTCHDGUE,NY 11935 CONCRETE PAD — _ — __ s UTILITY FRAME DETAIL 6' UNDISTURBED SW: E-'I SCALE:34'=V-0" APT FILING NUMBER: NY474600 G � 1. 15A 120V,500W SINGLE POLE 4 SUPPORT POST -�\ HOUR MANUAL TIMER:LEVIfON DATE: 09H4R2 DRAWN BY: DRA Z-O'OR AS PER II ��T I I= CLEAN COMPACTED gV,11 MANUFACTURING CO.,INC. LOCAL CODE 1�I I-IIF— BACKFILL(NATIVE SOIL) ❑ MODEL#LIB-1 LZ CHECKED BY:JRM = I= I ICI I I=III— CLOSEST UGHTING 2. OUTLET BOX:RAS LIGHTING INC. ALARM BLOCK GENERATOR ALARM REQUIREMENTS / _ �� FIXTURE •A' 'A' MODEL#B3B TERMINAL# DESCRIPTION SHEET TITLE: RIGID STEEL 'L; '..'>_.,,(;;-:;'. _ _ SCREENED SAND BEDDING, 3. WEATHERPROOF COVER:RAB CONDUIT �` - �� 6°(MIN)ON ALL SIDES LIGHTING INC.MODEL#TCB SITE UTILITY PLANT PVC SCH40 CONDUIT. \ � \�� A" 12 RBS GENERATOR RUNNING ONE-LINE DIAGRAM& RIGID STEEL TO SIZE AS SHOWN ON \ \ �\ 1. FDRURES(2 TOTAL):FULL 13 RBS GENERATOR FUEL LOW DETAILS PVC ADAPTOR LAYOUTS 4"0 SCH./O PVC COMMUNICATION (TELEPHONE,F/O)CONDUIT WITH 200 LB 2'SCH.40 PVC ELECTRIC CONDUIT(WHERE CUTOFF,RAB LIGHTING INC. NOTE: MIN.TENSILE STRENGTH PULL TAPE(WHERE 1'-0-(MIN.) INDICATED)-(COORDINATE QUANTITY&SIZE MODEL#WPLEDF052NW. 14 RBS GENERATOR SHUT DOWN TYP.APPUCABLE FOR ALL STUB-UPS INDICATED).TELEPHONE COMPANY WILL (VERIFY - W/TOWN OF BROOKFIELD FOR THEIR SUPPLY AND INSTALL TELEPHONE LINES w/LOCAL SERVICE) - SHEET NUMBER: �1STUB-UP CONDUIT DETAIL (CO OF BROOKFIELD FOR THEIR SERVICE)ORDINATE QUANTITY&SIZE W/TOWN CODES) 6•MIN(TYP) 1. LINOTE: 15 RBS GENERATORMJ GHTING TO BE MOUNTED TO POST.BOTTOM OF LIGHT 7 FIXTURE AT APPROXIMATELY 9'±AGL. 16 FIBS GENERATOR FUEL LEAK E-'{ SCALE:N.T.S. E-1 �41SECONDARY TRENCH DETAIL n EQUIPMENT AREA LIGHTING 7 ALARM SCHEDULE E_'[ SCALE:N.T.S. NEW AG @ EACH GENERAL GROUNDING NOTES SECTOR-ATTACH 1-3 1 11 GROUND KIT&GROUND E3 aT&T LEADS FOR EACH MOUNT L ` 1. ALL SURGE SUPPRESSION DEVICES(WHERE APPLICABLE)SHALL BE BONDED TO NEW EGB @ BASE OF TOWER L� EXIST.TOWER GROUND EQUIPMENT GROUND BAR(EGB)PER MANUFACTURERS SPECIFICATIONS. ON NEW ICE BRIDGE BONDED 1-3 / +` 1 I/ RING(V.I.F.) 340 MOUNT KEMBLE AVENUE NEW JERSEY 07960 2. ALL GROUND BARS SHALL HAVE A CONTIGUOUS GROUND PATH. TO EXIST.TOWER GROUND E_3 I a RING, GROUND UPU 7 MORRISTO N, r 3. REFER TO GROUNDING NOTES&SPECIFICATIONS ON SHEET N-1 FOR MORE CONNECT MASTER GROUND ALPHA SECTOR BETA SECTOR GAMMA SECTOR BARTO NEW EQUIPMENT ANTENNA ANTENNA ANTENNA INFORMATION. GROUND RING,TYP.(2PU �+ 4. ALL IN-GROUND RINGS,RADIALS,AND BONDING CONDUCTORS SHALL BE#2 AWG EXIST.EXT GROUND RING CABLE BRIDGE W/ APT SOLID BARE TINNED COPPER(SBTC)ALL AT SAME 30 IN.DEPTH OR 6 IN.BELOW (EGR)(V.I.F.) GROUND WIRE-SEE 1"3 FROST LINE,WHICHEVER IS GREATER. 3/E-2 FOR DETAILS E-3 TIE CONNECTION ENGINEERING BOND FENCE&GATE LPL OR ANTENNA RRU XE ANTENNA RRU XE ANTENNA 5. ALL GROUND RINGS SHALL BE MIN 2 FT FROM FOUNDATION BEING ENCIRCLED. POSTS TO EXTERIOR DIPLEXER MAC OR DIPLEXER MAST DIPLIXER MAST 56T VAU%HAIL STREET EXTENSION-SURE 311 GROUND RING(EGR),TYP. E-3 WWAWIWALLLOPPOOINTSTECH.COM FAX(860Y66MG35 6. COMBINE IN-GROUND RINGS,RADIALS,AND BONDING CONDUCTORS INTO SINGLE _ CONDUCTOR FOR ALL PORTIONS PARALLEL 2 FT APART OR CLOSER. EQUIPMENT GROUND i #6 AWG,TYP. #2 AWG THW OR TW CONSTRUCTION DOCUMENTS 7. UNLESS NOTED OTHERWISE,ALL ABOVE GROUND CONDUCTORS SHALL BE MIN BAR MOUNTED ON 'T a •• I'• - f`j r I EXTERIOR GROUND RING(EGR) STRANDED GROUND #6 AWG GREEN INSULATED STRANDED COPPER. CONC.EQUIP.PAD. �� T f ` I I I _ 6 LOCATED MIN.30'BELOW GRADE OR LEAD,TYP. NO DATE REVISION • I 6'BELOW FROST LINE AT PERIMETER 0 09114/22 FOR REVIEW:JRM 6. CONDUCTORS BONDING ABOV'c-GROUND CONNECTIONS TO IN-GROUND T I _ __J� _ I E� CF ECUIP.AREF,,(02 AWG SOLID NEAR GROUND BAR NEAR GROUND BAR NEAR GROUND BAR 7 11123/22 REV.PER COMMENTS:JRM CONNECTIONS SHALL BE MIN#2 AWG SBTC UNLESS NOTED OTHERWISE AND I TINNED BARE COPPER WIRE),TYP. ANTENNAS (CIGBE) ANTE (CIGBE) ANTENNAS (CIGBE) 2 01/10/23 REV.PER FAA-1A:JRM SHALL BE PROTECTED BY LIQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT FOR I I L——I - ALL PORTIONS ABOVE GROUND. I 3 0512N24 NEW EQUIP.DESIGN 9. ALL GROUND CONDUCTORS LOCATED WITHIN BUILDINGS SHALL BE PLENUM EQUIPMENT GROUND FOR REVIEW:JRM (1)#2 BCW IN 1°C FROM I I BAR MOUNTED ON 4 Ofi105@4 FOR FILING:JRM RATED(WHERE APPLICABLE). MASTER GROUND BAR(MGB) �i I BELOW EQUIP.PAC) 5 TO DC GENERATOR BUS BAR BELOW RRH FRAME. PER MANUFACTURER&NEC I -•I #2 AWG,TVP. REQUIREMENTS a _-a. UPPER TOWER GROUNDING LEGEND r GROUND w/o — Q, n — INSULATORS SYMBOL DESCRIPTION I I _` I. IXOTHERMICWELD /;� _ - F L ■ MECHANICAL CONNECTION ROD,,•COPPERWELDUOD i' C /+ G SYSTEM �T' O.C.)TYP.USE CAUTION 6 ( G 1_S deHEMATl6,� DIAGRAM GROUNDING ade�TEM ! ,•1 f/,! ,. E_Z SCALE:N.T.S. -• ® GROUND ROD DURING INSTALLATION, Ea ><-a=.�. . . :' \ -, TVP.SEE SITE UTILITY J 7 GROUND ROD WITH /• i GROUND CONDUCTOR NOTES THIS SHEET. 10' O E3 INSPECTION HAND HOLEjf (MIN.) GROUND ROD W/INSPECTION i = Y Y HAND HOLE 7. SITE UTILITY NOTES: TYPICAL EQUIPMENT GROUNDING PLAN 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN / E_Z SCALE:N.T.S. UNDERGROUND UTILITY LOCATING COMPANY TO i - LOCATE ALL UNDERGROUND EQUIPMENT IN THE NOTE:SCHEMATICS SHOWN ARE TYPICAL.ACTUAL \ EQUIPMENT ORIENTATION MAY VARY FROM THAT TRENCHING AREA TO AVOID ANY DAMAGE. ANTENNA TYP SHOWN.REFER TO SITE EQUIPMENT PLAN DETAILS. 2. HAND EXCAVATE WITHIN 6 OF EXIST.UNDERGROUND DESIGN PROFESSIONALS OF RECORD UTILITIES(VJ.F.)MAINTAIN 18'MIN.CLEARANCE. ANTENNA MOUNT EQUIPMENT ENTRY ANTENNA CABLE OVP/RRU/DIPLEXER/TMA/SA,TYP. 1-3 GROUND BAR MOUNTED BELOW PROF:SCOTT M.CHASSE P.E. 3. CONTRACTOR TO COORDINATE TRENCHING E3 CABLE ENTRY WANSULATORS BONDED COMP:APT ENGINEERING OPERATIONS W/OWNER AND/OR MANAGEMENT TO EQUIPMENT GROUND RING ADD: 567 VAUXHALL STREET COMPANY SO AS TO MINIMIZE DISRUPTIONS TO THE ANTENNA CABLE JUMPER(TYP) NEW GROUND RINGS,@MIN.30'OR 6' EXTENSION,SUITE 311 EXIST.PROPERTY OPERATIONS. ANTENNA SECTOR 1 BELOW FROST LINE.#2 AWG SOLID BARE WATERFORD,CT 06385 GROUND BAR(AGB),TYP 6 CABLE GROUNDING KIT.MIN#6 TINNED COPPER GROUND WIRE N.I.F.) AT EA.SECTOR AWG GREEN INSULATED STRANDED DEVELOPER:CENTERLINE E3 COPPER GROUND WIRE(TYP) EQUIPMENT GROUND RING COMMUNICATIONS LLC ADDRESS: 5550 MERRICK RD., SUITE 302 1,2 UPPER TOWER GROUND MASSAPEQUA,NY 11758 E3 BAR W/O INSULATORS TYPICAL WAVEGUIDE EQUIPMENT(TYP.) ICE BRIDGE ROUTING SHOWN.SEE SITE PLAN NOTE: CABLE(S)(TVP) DETAIL FOR SPECIFIC BONO TO ALL METALLIC OBJECTS AND IT IS A VIOLATION OF NEW YORK STATE ROUTING GROUNDING SYSTEMS WITHIN 5 FT EDUCATION LAW ARTICLE 145,SECTION AND TO EXISTING SITE GROUNDING 7209(2)FOR ANY PERSON,UNLESS ADDITIONAL TOWER �� SYSTEM AT CLOSEST POINT(TYP). ACTING UNDER THE DIRECTION OF A 1-3 GROUND BAR(S)W/O / LICENSED PROFESSIONAL ENGINEER OR INSULATORS FOR MAX / 4 LAND SURVEYOR TO ALTER AN ITEM IN E° 300 FT BETWEEN BARS // / `� EQUIPMENT BOND(TYP-) ANYWAY.IF AN STE RI M BEANG THE SEAL OR OTHERWISE NOTED. // �Il_/ E3 OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE GRO NO 8 PER PLANRCOYDP;OCA7E ITEM HIS D THE ALTERE SEAL AN NOTATION OWED BY THE SIGNATURE A By"ND THE DATE OF SUCH ALTERATION.AND A SPECIFIC \ T ALL GROUND RINGS,RADIALS, DESCRIPTION OF HE ALTERATION. LOWER TOWER � / AND BONDING CONDUCTORS,#2 GROUND BAR 1_3 // �•� /ff~ SBTC @SAME DEPTH GREATER AT&T AT W/O INSULATORS E3 �. // OF 30'OR 6'BELOW FROST LINE. LI-6425 SITE CTCHOG E,NY / ROAD ADDRESS:CUTCHOGUE,NY 11935 /5 RING TIE T ALL EQUIPMENT ' APT FILING NUMBER: NY474600 \ /! E-3 CONNECTION 1-3 BONDED TO EQUIPMENT DATE: 09H4R2 DRAWN BY: ORA GROUNDBAR #2 AWG SBTC E3 WANSULATOFlS. / GROUND PIGTAIL CHECKED BY:JRM LEADS(V.I.F.) SHEET TITLE: #2 AWG SBTC BOND BETWEEN GROUND GROUND TEST WELL ONE PER GROUNDING PLAN RINGS(TYP).ROUTE THROUGH NEW ICE E3 EQUIPMENT GROUND RING(TYP) BRIDGE FOR BONDING SUPPORT POSTS. DETAILS&NOTES EXIST.MONOPOLE(TYP.) ( 3 (2)#2 AWG SBTC FROM LOWER TOWER GROUND BAR TO TOWER E3 GROUND RING SHEET NUMBER: TOWER GROUND RING N.LFJ TYPICAL TOWER& COMPOUND E-2 3 GROUNDING SCHEMATIC E-2 SCALE:N.T.S. GROUND 2 WITH INSULATOR AS VA`�.11� BAR E3 INDICATED 340 MOUNT KEMBLE AVENUE FLOOR MOUNTING WALL/FLOOR DETAIL MOUNTING BRACKET MORRISTOWN,NEW JERSEY 07960 EQUIPMENT IN S BONDED 7 MOUNT PER MFR'S SPEC SUBSTRATE TO GROUNDING SYSTEM(TYP) FOR SUBSTRATE MATERIAL MATERIAL APT MOUNT GROUND BAR AT ENGINEERING STEEL MEMBER LOWEST POINT OF EQUIPMENT TINNED COPPER,OR AS BONDING CONNECTIONS(IYP) - 567 vAuxHALL STREET EXTENSION-SUITE 311 (n'p) OTHERWISE NOTED,GROUND BASED ON THOMAS&BETTS GROUND 2 BAR Y<'THIDK WITH�5 WATERFORD,CT D6385 PH:(860)463-1697 1• DOUBLE-HOLE,LONG WWWALLPOINTSTECH.COM FAX:(860)-66 935 BAR E-3 MOUNTING HOLES. BARREL LUG(I`YP.) WIRE SIZE: DIE#: BOLT SIZE: O O TO FOCAL POINT 54207 #6 AWG 24 A. CONSTRUCTION DOCUMENTS I-BEAM SUPPORT 54207 #2 AWG 33 1/4° O • O CLAMP 3� $ If TWO BONDS TO GROUND RING, 54260 #2/0 AWG 45 1/Y NO DATE REVISION I-BEAM SUPPORT CLAMP dw O O O O 0 0 0 0 0 0 0 0 0 0 0 0 6 fO O O O O O O O RADIAL,OR BONDING CONDUCTOR. GROUND HALO 0 09/1M22 FOR REVIEW:JRM MOUNTING DETAIL WITH INSULATOR a O fl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0" O AS INDICATED Gg O O O O O O OAO O O O O O O O O O O O O95 J 1 11/23/22 REV.PER COMMENTS:JRM UNIT BOND 2 Ot/10Y13 REV.PER FAA-tA:JRM PROTECT CONDUCTOR ABOVE GROUND 3 05128124 NEW EQUIP.DESIGN WITH 1/2'NONMETTALIC CONDUIT.SEAL SUBSTRATE MATERIAL GRADE FOR REVIEW:JRM BOTH ENDS WTH SILICONE CAULK NOTES: 24'OR SMALLER AS REQUIRED 1)PROVIDE BOLTS,SPLIT 4 06/05124 FOR FILING:JRM GROUND 2 \ LOCKWASHERS&NUTS 5 BAR E-3 �2 \GROUND BARS FOR ALL CONNECTIONS. WALL MOUNTING p (TYP 2)#2 BCW DOWN CONDUCTORS 2 REMOVE N=CPAIN 'n/POWER ,.�----� BRACKET E3 SCALE:N.T.S. 3 i - DIRECTED AWAY FROM EACH OTHER ) PAINTED s'�!�(- •: �1'' a 05 GROUND RING,RADIAL OR DRILL COMPLETELY&GRINDING EQUIPMENT WITH PARALLEL EXOTHERMIC WELD SURFACE o m w ¢ BONDING CONDUCTOR ��BOND TO GROUND RING,RADIAL OR BIT BEFORE BONDING.TREAT w/ PANEL,ETC. WALL MOUNTING WITH INSULATOR AS o-p ° NO-OX or EQUAL&TOUCH-UP z 3 = BONDING CONDUCTOR. DETAIL INDICATED NOTES: - 3- �° AROUND PAINTED SURFACE w/ f •/ '' t-�t 1.NO EXOTHERMIC WELDS TO GROUND BAR.ATTACH _ ° _ _ ___ p.L------------- RUST INHIBITING PAINT TO MATCH _r/ .. �•,-�� CONDUCTORS WITH(2)HOLE COPPER COMPRESSION EXISTING.(TYPICAL FOR ALL GROUND BAR TERM I NATIONS AND ALL STAINLESS STEEL HARDWARE SURFACES TO BE GROUNDED t y z ( EXOTHERMIC WELD(TYP) s,'+•A -.;c I 2.DOUBLE UP CONNECTIONS ON BACKSIDE OF GROUND t j s 5:f.• �\ BAR ONLY AS NECESSARY. /± /� !( 1 / ;1' L.i:_ 44i♦ \MOUNTING DETAILS 3.OXIDEINHIBITNGcoMPouIVD7oBEusEDATALL nGROUND BAR CONNECTION DETAIL �2! HOLE LUG BONDS -- SCALE:NTS LOCATIONS. E3 SCALE:NTS E3 SCALE:N.T.S. I-"- I 't� E3 4.ALL STAINLESS STEEL MOUNTING HARDWARE. i:? 7 f;. GPS UNIT _- #2 AWG SBTC. GPS UNIT HEIGHT PER PLAN 8'-12°0 PVC,GALV.STEEL,OR REINF. CONCRETE TEST WELL FINISHED W/REMOVAL COVER FLUSH - --'' GRADE WITH FINISHED GRADE. COAX CABLE GROUND KT #6 AWG STRANDED COPPER WIRE GRADE CABLEWAVE (BONDEDTO GROUND SUPPORTPOST #2 AWG SBTC TEST LEAD WEATHERPROOFING KIT COAX CABLE 3 zNDARD O 12'BELOW GRADE MAX COAX CABLE Z 30 7 GROUNDING KIT) f w EXOTHERMIC WELD — _— DESIGN PROFESSIONALS OF RECORD .m NO � ANTENNA — GROUNDING KT �1oLL 3ro� \ CABLE�_ --- -- #2AWGBCW f + I — Y'0 COAX CABLE MIN.BENDING PROF:SCOTT M.CHASSE P.E. AWG#2 SOLID BARE 3 6' RADIUS PER MANUFACTURERS COMP:APT ENGINEERING MIN RADIUS 12'OR AS LL fTINNED COPPER ENCLOSURE 12'(APPROX.) GROUND BAR STANDARDS OTHERWISE NOTED AWG#2 SOLID BARE -- #2 GREEN ADD: 567 VNSION, L STREET TINNED COPPER(SBTC) NOTE: INSULATED WIRE TO EGB #6 AWG GROUNDING KIT CABLE EXTENSION,SUITE 311 EXOTHERMIC WELD(TYP) CONDUCTOR MOVEMENT (PROVIDED WITH KIn WATERFORD,CT Ofi385 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND DEVELOPER:CENTERLINE GROUND ROD COPPERWELD ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 5/B'OX10'-O'LONG EXOTHERMIC GROUND ROD AS GPS ANTENNA MOUNTING BRACKET COMMUNICATIONS LLC WELD(TYP) SPECIFIED ADDRESS: 5550 MERRICK RD., T FANTENNA CABLE GPS AND MOUNTING SUITE TIE CONNECTION DETAIL nGROUND ROD DETAIL NEST WELL DETAIL GROUNDING DETAIL BRACKET GROUNDING DETAIL MASSAPEQUA NY11758 E-3 SCALE:NTS E-3 SCALE:N.T.S. E-3 SCALE:N73 E3 SCALE:N.T.S. SC NOTE: _ T IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145,SECTION 7209(2)FOR ANY PERSON,UNLESS NOTES: ACTING UNDER THE DIRECTION OF A 1)VERTICAL POST SHALL BE BONDED TO THE RING @ EACH CORNER& LICENSED PROFESSIONAL ENGINEER OR @ EACH GATE POST.AS A MINIMUM ONE VERTICAL POST SHALL BE LAND SURVEYOR,TO ALTER AN REM IN BONDED TO THE GROUND RING IN.EVERY 100'-0'STRAIGHT RUN OF FENCE. NOTES: ANY WAY.IF AN ITEM BEARING THE SEAL 2)HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 1)THE#2 AWG,BOW,FROM THE RING GROUND SHALL BE CAD WELDED TO OF AN ENGINEER OR LAND SURVEYOR IS 3)BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER&TO EACH THE POST ABOVE GRADE. ALTERED,THE ALTERING ENGINEER OR VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. 2)BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER&TO EACH LAND SURVEYOR SHALL AFFIX TO THE VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING. TEEM HIS SEAL AND THE NOTATION 3)GATE JUMPER SHALL BE#4/0 AWG WELDING CABLE OR FLEXIBLE -ALTERED BY-FOLLOWED BY THE COPPER BRAID BURNDY TYPE'B'W/SLEEVES ON EACH END DESIGNED SIGNATURE AND THE DATE OF SUCH VERTICAL POST IS VERTICAL POST NOT FOR EXOTHERMIC WELDING. ALTERATION,AND A SPECIFIC CONNECTED TO RING CONNECTED TO RING DESCRIPTION OF THE ALTERATION. EXOTHERMIC WELD EXOTHERMIC WELD (TYp,) �P') EXOTHERMIC WELD AT&T AT (TYp.) LI-6425 #2 AWG #2 AWG #2 AWG SBTC(TYPJ SBTC(TYPJ SBTC(7YP.) SITE C T C MAIN ROAD ADDRESS: UTHOGUE,NY 11935 APT FILING NUMBER: NY474600 DATE: 09/14/22 DRAWN 8Y: ORA EXOTHERMIC EXOTHERMIC WELD (TYP.) CHECKED BY:JRM [OR, I ° SHEET TITLE: EXIST.GROUND RING EXIST.#2 AWG EXIST.GROUND RING CABLE TO CABLE EXOTHERMIC #2 AWG SBTC(V.I.F.) STSC(TYP.)(V.I.F.) #2 AWG STBC(V.I.F.) #2 AWG STBC(TYP.) GROUND RING#2 A GROUNDING DETAILS AWG BOW CABLE TO CABLE EXOTHERMIC WELD (MIN 18°BELOW ROUGH GRADE) 10 FENCE GROUNDING DETAIL rl_l GATE GROUNDING DETAIL SHEET NUMBER: E3 SCALE:N.T.S. E-3 SCALE:N.T.S. E-3 D SIGN BASIS: ALL CONTT CCTRSSHALPFIM ALLNECESSAw MOLS.FLMIRES. OUALIFlGTON PROCE'DIJnEb•.ALL WENDING SHALL BEGEPFO0.MED COVEAGE RENDVEREFlNGH OP REPAINTWORK NOTW CO\DUCTOH FOR ALL FEEDER AND BRANCHpI-TINT65RED .. GPS ANiENNAs: BE THE D UUS-E]Ga ELECTPO0F5 LAND bHPll CONFOgMTO AGC A\OOt.t. DO—N'l H SPDCHED RECUWFMEM6. PER CODE OF ORrs TE ATF MOOTED ON AWNGS,SRNLL SERVICES,MATERWIS.JOB AIDE.AND PER.,°\\EL REOl1FED FOR THE WHERE FalET WElDS�S PRE N-SHOWN,PROVIDE-l-AFGEROF CO\nNUOUSw LENGTH.AFDSALLBEEONDED__EN0.05UE TA•O -ER PoPGABLE IFNGT4 UPro 200 Fi. GOVERNING COOESDESIGN STgNDAPOS: FJEQJTON OF TE]R WOPK tN'FAIET OR MwMUM SQE PER TABLE J2A WTEaSG%wNUA1.OF 13 DOORS: PASSED TEOU_C ,,.6IMLLL NOT BE IJREDA6w�RIXFDOA Ot 2020 BUILDING CODE OF NEW YOM STATE � tS9'Cl4METER PoRR'A9LE LENGTHS GR�ATERTUN 200 FT. �� • /ASCE 7-16 EADH WNTA.CTOn SH/al GUA TEEALL NATER4tG AND y1Ef2 GON51RUCRpn AIlHECONPLEnONOFWFIISNG,Au 1F�SE 6PEC6iGTbN56WLLL NCLUOETHE GBNEW45PEGFlGnONb BOV OPI°NIREORpRCUIF. _.-SHNG\°RAGU6 FORLGUpL GBlE65MwLL BE6 •NATIONAL ELECRaC CODE WpRNmNw9HF BV THEM ro E FREE OF DEFECTS AND MAINTAINED FOR DAMAGE-OALVANOEO WATwG SAIL El, VOTE HERFfI' BOND ALL METAUI CONDUITS TOGETRR THAT ARE CONNECTED TO •IS FT FORI COAML GBLES. TIN-m-H APEWO°OFOS-wFTER AC FDTaNG£OF-INSTg-BY """N.OAM4Gm GwL'_SURFACES. NEW DOORS 6HAU.BE 3-0Yr-0tt-2la•Ha1Ow MErgLvmm npuaw N°N-L4TgwCFT lDbuREs.wGROUND 60%Es.AND TO AN •2S PT FOR'-Ele•COrWAL CABLES. THEOWNERAND ENGWEEP ALL ARC AND GASWELDING SMALL BE GONE BY A U('ENSED AND METAL FRAME THAT TOGETHER WITH HARDwME AND ENCLOSURE WHERE A GROUND BUS rs 6PECLLIE°OR SUPPLED. GABLE SHALL OE INSTALLED WTM A N2MMLIM NUMBER OF BEINGS ALL WRK O SHALL BE PERFORMED BY LCENSED CONTRACTORS._ CERTFED-ERN ACCORDWCE WNM AWS WEA1ERSTRF1NO6ATSFYTHHEOPEHWOREDUIREM-l"HEFFE gCCONJ•LISH-BOND WTI---CONDUCTORS---UN TRwpE AVING JURSGCITON. 6EPAR-ON ASSBNBLr(A.-EISSA El" SAD ro THE LARGEST GROUNDING CONDUCTOR PRESENT w THE WHERE PO55LED CAB125HALL NOT BE-UNTEVNW. AND ANY GEIAARON,N,GGROPTON,AGOTON,OR CHANGE w DESIGN SELL AU, AND NS ANDSEWE BETNEENMAN,ORYANO STEEL W SHALL BE SEALED IMOONN1S1YgFRE NAU_BENSTALLm. WNIH WWCORMNG TW SWOONS BULDwG SFAJNT MEpUAL. ORS SHLILL BE LABELED DFNIIFlwG THE TERTWGlAB0R4roRY ENROSURE CONNECTED TYFE BUSH@RG mwuLT W OR1EwOR CABLE LONNEC110 SSHALL BE COVERED WAMw 349 MOUNT KEMBLE AVENUE HALL NOTE MADE WITHOUTwMIEN APPROVAL OF THEDW,ERM �iI YNO PEiSORnVNCE MTwG S-GA`G 4VMUM FOR TEAaOMMDGTIOv GNE®.Ew O,pwgq. 0]THERMALB MOISTURE PROTECTION: W 6TANDMp MANUFACNRE FOR THE CONIDURs�,WNDKEVpR19lE5S wTEPPRDOF SPLTCNND qT. ALL DONTRACTLrs SHLLL SUB- OUwWaS OF ALL E-ENT THESEbPECTFlGTONS SHALL INawE THE GENERAL SPEC=GAnONs pPs sHwL AVEENL SEALING Ra+cEs.6TAunEss srm LACK oornRACTOR SHwLLVERFr N.LE+DTMPNO DReerDN OFTAVEI MORRISTOWN,NEW JERSEY 07960 ELATES.61LENCEASAND FR CA°RED DOOR 4osFA m..FMEJTGR0t1lIDPJG AND LOAD SIDE BONDING CY%DIDTOPS PTDOROCONbTnUCnON. AND MATEDALSroTE ENGINEER FOR APPROVAL PPJORro MEREWL OC16ETro MEET CARRIER 6TANOMDREOUIPfMEM6. ,Mw6®PERTRE GRCUIISOVERCURRFNTPR°iECTIVEO£IGE CABLE LBE FURMSNED AND WSTgLLED WIRH°UT SPLICES qvp FABPICATOJ RIND wSTgt1ATON,ANO SHALL NOT PROCEED UPTL FIRE-STOP ALL PENETAnONS THROUGH BULOUNO WAILS.FLOORS, DOORS 9RAtl.BE PANTED. IN SD)S�.WHElHERE THE UNGROUNDED CONDUCTORS ARE INGAE/SED _CGNNECMRS AT EACH ENO. 6HN.L MAWT�PIINMAB 6REA GA.MttETE BET OF SHOP GSR TEFiRE RAnNG OFTHE EMISTPIG ASSEMBLY MATERIAL 23 HVAC: GiOUNGNGCGDUCTORP OWR THE CIRCRRGNAMLYTO T•NCRE0.5E THE THE2]CA6EE TRAY: ANY DEVUnONS FROM THE OR--I-6H LBE NOTED. BWLLL BE SHARED.FRTE.AND wMM1EMLY SEARED IN PLACE, THESE 6PEOFTGTGfS SHALL W0.UDE THE GENERAL 6PEOFlGTGNS CROSSSECigNOLARFA OF lNE UNGROUNDED CONDUCTORS. iHc6ESPEpFlG -I--E THERE-SPECFIGTIWS APT ALL MwTEaALS AND EpI1FMENT SHALLENEW.WTIHOLIT Bl8NSH1 OR FRESTOPRrvG SHAM BE DSTJ 'IN ACCORD WTM 0.5TI4 EN4. HEREIN. SERVICE N.wN BONDING JUMPERS AND GRGUNGNG ELECTRODE HEREN. DEFECT,AND6MABLE AND LISTED FOR TIE NSiwL{ATDN ARA6WYL reLn CP620 FRE FOAM OR]FA FFE BAAERPROplICT5.0P EOUAL. ALL WOlM 54aL WNJLY NATINA BE NSTALLID WAGGOROANCE �LA��6INLLBE 612ID AND wSTALLED PER Tff MNW.LIM OF CPHLE TPAY SHALL BE MADE OF EITHER COMGSION RFSLSTMIi METAL BE INSTALLED IN ACCORDANCE W MANU-PERE SMALL BE USED O RU.AL VCDS AND GMTIES AND SHALL BE WITHAUOODESAVINGJ .CTIONOVERTHEWGiK. °°°ES AND REDIJUTDNs, OR VJITM A CORROSGN RESISTw�FWLSH. ENGINEERING MMENOATDNS OR SPEGJRGTDNS.ALL GEMS OF SOUIPMENTG _oN ACC°RDANCEWTBIMANUFACNREii6REGOMME-ATIONS ppry,RMCiOR-vENFr ENwCT L°GA GF ALL-- 26 LIGHTNING PROTECTION: MgTFAW.TUT ARE OF ONE GENEPC TYPE 6WLLL 9E ONE AND tSSOCUTm 0.SYSTEM Nl1_ EDUFMDNT AND PFWO w F_PRDR TO SIG,FABHGTON AND GA EDTTRA S.EF-AU. RADDERTAYTVPEWIT)IRAT COVER MIWIFACTUnSR TiDUGDUT, FEESTOPFNO RIIgLL BE PPPUM AS SOON AS PRACTICABLE AFTER THESE GROUNDING Al m. EE GENERAL SPKJFGATIONS CABLE TOb S-B. ALL MATERULB.EDUwNBJT,lO0l5.AND ffENb UNDERTHE PENETR4TOFrs MEnvDEaA EDUHPMFTIT PSTAIlEG wBTALLATDN OF nN1'WOLM. AND TIE GRDUNDNG SPEGFlGI%INR eETEN. PENG SHPNN ON PuwrsDWGRAMM1nG EJUCT ROUiwGG lY •=clA0D6R SHwLL BES®roRTALL CABLES NACCORDANCE 567 VAU%HALL STREET EXTENSION-SURE 311 cONTRgcrows RESPONSmI- 1tEJOBSnE6HALLBE FFESTpppEp PE•ETRATONS SHALL BE LEFT DFOSM AND MADE PFwG SHALL BE pETERMNE LATHE READ. T,LGNTbN°PR°TEGfiON GROLNONc DrsmtlLPGS)sHAu wGUE LAGEC DER\EMq tt-tb6B WATERFORD.CT 063B5 PH:(860}663-1697 AOEOGTELY SECURED-MAWTPNEp.AND PgOnt 'SO AS NDiro wVAhABLE FOR wsPEDTDry BEFORE AP0.Yw0 RNLSHES TINT vqv CO\56i OF BONDING ALL EOUPMENTAND DGNDL'ME6TUGnmEs GBLp LAmaR rgnrB SHULBE n•EMn ctn6s l2n Br wJwpusm=5, WW�,ALLPOINTSTECH.COM FA%:(660 935 BECOME DAMAGED OR CREATE ANYHA]AROro PE0.5DNNd OA THE wHXpS PROVDE OR INSTAty SMa1 MEW FURHSH AND aNSTIRLL. OLOCAUARE,, GLElWJiGRDUNONO CONNECTON$RYRGLLLY LNG OR EQUAL. KEG LOPICELL SWt PEFETRATION.FRESTOPPwG NATERUL CERTFICwTES GROLPID BAR51 WwU ARE BOLDED TOGEHER AMID TO AI INLROUND RROPERiY, SMALL BEMADEAVAM&EATTfETIMEGF NSPECIION. riff GENERAL G)NRwGTOR SMALL OROVIDE ALL amRNG MID GBLE LAppERTAYSHALL BE SUPPORT:DNACWROPNCE WITH TE fAN1PACMRSHOU0.SOPWOW HAUBEw ACCORDAAE WITH PATORG AS RFAURED FOR THE NSTALIATDNO reS WORK Sv6T6t IFTRE LPGSrsDNABU2DW..EDLBE FFFE CRAW AwNUFACTUiERs sPEpFIGTDNs. CONSTRUCTION DOCUMENTS LOCAL COOEb AUNOORDINANCESANO BE A➢PROVEDBYTEOWNEi ANr BULDING ROOF PENJETATION OR RESTOUTON SMPLL 3E 11a6 ClNTAOTORSHgLLBERESPOrvS-FORTHEPR°TECTION°F AD.-I IN-GRUNDEECIPCICENAN EFTEJUR.EEq gN°TO OORML OR SMALL FRONDS" YTRAWNG FORALL OF HS GREW �FO��m.COMPACTOR bMALARR ANIGE FOSROWNEiS HSW°RKANDNEWLYW6TALLFGOREJ(I6T,WORK.-LNG IDICAMD.GI-GROUNDED-ADEDIATMAYBEREC11P1m Oq ALL WORIMgNBK>BHALL GANFORMOTREBEREOUIRFMENTS MID ANDwwPE TRAT EV6R1'eReNME+9E+FOLLOws sgvE wortt ROGRmNNRACIORro PEW�3a+wNr aA AIL q°wTNe wORKF RRrnEDRON OF iHEew°wO ocasANrs.wmJC AND FERBGwFy OQi11m.FIDE LPGssoNAOmIGTEO COMMUNN'wnoN sllE.Au AIL LOe.L eao6s AND srwNOARDSO ENSURE saf£AND ApECUATE NO DATE REVISION RALAOEPPPPORaATE OARwEAS,ANO SAFETYGUATDSAS FLARED. EO-FMEMARFASAND TOWERS SHALL EAG)WHER. OWN GROUNDING SrS-JN. wRADncEG SAFETYTRAwWc sALL NauDE.eurwreBLwmm ro, sO REOUFEO Br E:BmuGRmF wARRwrY.onmRvnsE.Ro°FswuL w-caouRm wNG WNIHEVERr mG BaAm TDGETITHEx AND ALL 31 EXCAVATION 6 FILL: 0 09/14722 FOR REVIEW:JRM FILLLPROTECTIOrv,(XWFTNEO SPACE FINIRY.dECliil•PL SAFETY.AID BE MPDE WATETGM WITIIHE COrv91RUCnON A950W AB LPATTIESPRFPOOFDUST-CUTTING w6TgLLwGBARREPS CO-51RUCR1RE6 SH CLOSE PR°ANNY TENCES,GE BRIDGES. TRENORBGtiJfCAVATON saFEIvwHEPEsuL.+WDRKS--GA PPAcp-AN°ATCar,> MDFLro.•.rnRucpccl A-•v aRBo TnaTEwALs. rso.ATED E._-ENT.ETC:ALm S.CE aE °D.rm C-PRDvAN THESE SPE _NSE_I_THE°ENEnALs>EcmGTIONs 1 1123M REV.PER COMMENTS:JRM A Nro EIWUNTERED. J.PENEIRATONR OF THROUGH BUILDING,6HdTER,E011EMENT. ANY VSRUPT DN N SERVICES BU6 SECES SHALL NEPTro BE A MNIMLAA L°°E�EmUPOhT1N'I-BYBIENF°RALLC°.lU EELEMEM6 HEREIN. 2 0111023 REV.PER FDA-1A'JRM ALLTEMPORARYWGFHRE°UIREDORSPEDPEDASAPARTOFi CABINET,AND SWIILAR ENCLOSURE DxiERIOR W ,SRALSE SEALID RINDBWYL M1UT BE IMPLBNENiE°WRRHOUT RECENwG PRIOR WRRIEN AND__SS. CONTRACTOR SHAG W ADORNED GRADE ONLY AREAS SHOWN TO BE ASA CPIL SMALL MEETALL OF THE SAME PECWEMENTS AS PERMANENT WITHSLGOFESEALER APPROVALL 6TE FpC%ITEB dRECT00. CONDUCTORS: PAFR OF THrs WORK AND OLY TO THE EKREJTRmUPEOroRHED 3 0512824 NEW EQUIP.DESIGN 110N5.SHAL MEET AI gPPIK%LE CODE RFAu1RElN1ENT5. 12-SO OVEU.NNO WATER fNAW wWwY FROM SITE ALL MADE aOPES SWLLL MD SHALL BE LOMREIFLY REMONm ARER RR RIHPOSES AVE 09 FINISHES: ALL WOwf SAGA BEWOROWPTm wTHAlTPADES PND WIDTHS LD BAAETWrvm COPPER SBTa FORALL 6E STEFER TUN3:1(NDFG TALVERTNOW.SmonINTwTW FOR REVIEW:JRM FACBRIES DREDTOFR REATED iO TE PSTAllAnON OFTaS RROJECT, N=_WNDL1CTOrs. BEN SERVED. THESE SPEOFCAnMS SITYLIN0.v0E THEGENEWLL s{E 7GATGrS A2AwGC°PPEA-STRANDEOF°RBONONG Ef105NaN Do\-Rps sMGWN PING SPEGFlE°sHAu eE ,yNG I111lIT'.SERVICE STRRUCNnE.EOUFMENT,DR iIXTUgE HEFEW. THE CONfRACfOR SMALL TURry WEROTHE OVNHi ATTRETwtE6 •STTWLTITi6,A.A FOR wiHR-SrsrEM BGfDINGOP IDIVDWLL ESTABUSHED BEFORE SRRPPING FASTING VEGETATION. 4 01SM 4 FOR FILING:JRM OBSTPULTNG THEW°NtSULLBEPEMOVEDANDDRRELOGTEDAS FEESBAATDN 0.5REMBtIES SHALL BE I HOUR FIRE RATED AND, NMPLETION OFALLwOw(IHNEEC�IEBOPTHE-, ELEMENTS 6UaH AS GROUNp BPRro WGnD BAR ORDANC MwTEUA_AW OERiUS SwYl BE STRIPPED ANp 6TOOEM1ED OIRERmBV THE CpNSTRUCTDN MANAGER SHwL.CON95i OF 3-SIS'25°A GN.vAMZED SIEELSM]B RNA -CEADN6TRIGTI°NMANUALS-SHLLIN-AU. BEFORE ADGNG=LL AMTERWL 5 CHWNELB(ACTMI CGaS)PRSTALLID wT 1BO.G.G1wFNE15 SMALL BE EDURMENTSR°CHUREEPPINGAND-NGON°RMnS°RAWwGS. •MN IOAW°C°PPERCREENSRUNDED°RAIEOUFMEM F ASBESTOS G ENCGJNTERED GUFNG WORK E%ECLRDN, TENFHwNRE CONTROLR,nNND SiAHT-W PND SHUTDOWN BONDING. Nq FILL On FMBWNMENT MATERIAL SHALL BE PLACED ON FlR02EN GONTMOTOR SHALL NaNEDUTELY N-7E CONSITUCnON ATTACHED MFLOORANDCEUNGATWO.C(L l).51LD55lRAL BE G OUNp.FR02EN NATERWLS.SNOW OR ICE SHALL NOT BE PIACIDIN TTACHm TOTRACT(USINGSEU-TAPPWG6TEFLSCR MEACH URES°FALL NEW EOUPNENT w6TgLLF°. WSrALL ALLOT-GR°UNDCGIDUCTORSINIESNIE HOgQOVTAt MANAGERaA CFA6EALLACIMRESINAFFECim AREAS UNf4 p T•�COyRRACTaRs PLANE OR IN A°Oxm1WAR°OFELTON-FROM THE iOWFIR ANY FLL DR ENBPNpAEM. 'LVOOL&:T ERE FROPE'TWEEV NBIT 014.1 PERSiS AND PAYa�FES NOTIFIED BY THECONSTRIKTON iO RESUNCO>EwTDNs. ST'iID IN PLACE TTRmWnAFEEn SAe Ow EOUgLL ONE-1- nFDUPREO FOR THE wbiALATON Of Hrs LWwt MID EG3 RJTwRFAS. qLL FlU SHALL BE PIgDED MOVE FOOT LFT6 AIID C1YNPnC1EDIN DOST.ELECTWCPLAND MEaIANILPL FIXRIRES.PIPING.wIWNG GYPSUM COUNIARDISID CJ6,TYPEASHALBE INSTALLED PRAM THE WNTRACTOR SRWLGUARMRFE wIt AUTERULANp WORK •AVOD TONG RUNS.LMIE GRECT RLFLS AS Mu[n AS Po55SLE PlA0..STHUCTUgPlFLL 6MN1 eE COMPACTEDro96%OF RS `' AND EO-ATEBSTHUCECTEDBYTHE. STRUCTMOVED FLOOROCE1l1NG EA NTNO JOILCO9ANCE LAID M SHAU-BEIK wRO..F r10AOAFREEOF°FFECF0E-IRKMAKSHFFORA .lTHRD FLOORS. s..COUNDEEVES NMEIN PASSING MAIE•1ILMDRY tINRWDGHTTEBTm WALCOR°ANCEwnH ASTM �� 1`� ANDDR RELOCATEDAS SE-GE RELOMMENGTIpNS.MNn JOINT L•CMPOl1IA ANOTPPE SHAD BE THE EN E8RA EaR,aFNEn AccEPraNa OFTEINSTAWTION e•' THROUGH FLOORS.WALLS.CErtWGS.AND-EAUR SLPUCNRFS. Ot65]. ( •• CGGRD1 R.E0 WITH C"ERVICE INIERRUPiIDNS MUST BE ADDLED TO ALLJOOUGH SSO+ArvOBOTTOM SEAMS SCALE].ALL TEENDNEEA AND ONMER. •MATE ALL CONAECTONS NCONTwCTWTH EARTH WITH IXGVAnaNb FOR FOOTWGSSHULL BE CUT LEVd TO TE REOURED 04 CONCRETE' WTRICWNER -ING10N5 THRWOn ABSEM3LY SHALL CCMRV WITH FFE THE O(IMPgCfOq SHALL FnONDf ALL RGGNGS,HOrsTrvG AND a°Ti�MG�N°'MAKEAL-TER CONNECTIONS INTH OEPpfpNOTOUNDISTNSTR_LREP°ITT UNSURABLE SOL � � •�'NA Yv[R SPEOFHGTDN. EmrHERMCwOR USTED gGJERSIeLE TlNO S9E TRENCHGNb TO THECONS1R SEBAMALARGER. 1 /~--_•�•.I' S j.\ 04 CONCRENE: 6iO� SCAFWLDFRO AS REQUIRED FOR TE WSTALUTDN6 ws WORK .•. D05TIG WNGAETE CEMGS SHALL BE PATIO®LAND PAINTED. WNNECTOfG.OR U-CONflRESSIONTVO-MIXELl1Gb. TIiENGREJtCgVAT°N6 SW31 BE BACNffLLEDATHE ENA OF EAaH LIN 01 GENERAL. THEE SPCMOFlGTCNS SFVLLLw0.U0E THE GENERAL OTHER EI�iNG CEMJG TYPES SHPLLRECHVEONE IAYFAOFSIB• PROVIDE SLdVES-AND PEwG PASSING TIEOLDM RATIONS, .I.STALwLL INGORORSWITHq MPS EAR.wCH BE SSHAU Gv. //.� �, sLLCONDRENS ONST. GVPSIJM W/LLLBDAD VSTM pSTYPEJpwSTa1ID WACCORGNCE BOOR OR MgSONRYWAUPPCrRStFEVEARDLRAOlC GAGE BE Ho END IANGERTHW w90 DEGPEEARC.GASSINGS SHNI a88ReMTDNSUSED WTESESPECFIGMDNS WLLl1DETHE ALL CONCRETECON CONCRETE SHAUL BE DONE IN STTU7ADDCODES 301&NCE WCORDANCE-THRR RECDMMEIIDwnONS ANDBEORCATDw APPROVED FIRE ATm MuiERW,.2£tie£65MwLL BEtOGGE BEHORRONTJLL.OR°OFNG RR OWAiDSEuND TOWER FOUNDw-DN IXCgVATgN.Gp6IlL ANp CONFACTION SIWI // .v 1F44 GLVh•DID SHEET SfEFl.SEALAL SLEEVES WFATERTRlR BEwAccaRDA\CE WITN roWER MANLFALCNRERS OESGrvSaA „ L \� PC— WITH THE-CAN CONCRETE w611NTE wC7 CODES 3016318. ACCORDANCE WITH MESFPARATiUN ASSEMBLY SPECFIGTION. •CONNECII-S. ^.PABSW°FROM pBOVEE CC-E.ANGROUND SPEPFlGT°Ns. J _ A. AMEUGW CONCRETE IPISTTTLIiE LATEST REVISION. FEAFD SPACES SHALL BE FIRESTOPPED. THROUGH EXIELOP WALLS. CONN.CIRONS.Yn+ERE EKPoSED,SHALL BE COVERED AND ) ` ( AMEwCgN NATO V._sTANpgRDSNNSTTME qLL NEW WALL56DOORS SHW.LEPANTED USWGBETLA.VIDJ MOORS SlISPErvo wrvD SUPPORTALL NEW DUCIWORKAND wwNG FROM PRaiECTED WITHANONYMETPLLIC COHAURSFPLID qT BOTH NATNEGAVEL MATERAL MAY BE UBm FORTNENCM BPf.IFA.L WHERE ;9cs AMEHCAN WE.O\G SCOET' ALL CONCRETE USED SHALL BE 4000 FBI RB DAY COMP gFIT- BUILDING CTRLICNRE ONLY. 6EECT NNTEHLY IR NOT SPECHFlED.GAVd MATFwALFOR Wf•IDUfT 7/ f (s'I �.G" '- TIEGONGgETEMIXSHALLBEfBASmONUSWGiHHE ACFMIC SEMI-GLO55. EIS. TRENGI6A0(-LLSHUL-CONTANROCKGREATERTHAN2PA¢b I - R tl AMERICAN WSIITUIE OF STEELODNSNRUCTIOry 6TFENGI 1- APRC°LORBWVJ_BESELECTEDBYCWNSTRUCGONMaN - GICiWORK SHALBE FABWGTED AfID W6RALlIDACWRpPNO TO .F2°RM°RENfAOLINDCOIDUCT0.5AREINTESAMEPATHR LAG- 1( {• Yt ^ 1:;�I, , Abt£ wNEwCAN St%iETY O=fSAL ENGPJEnS FGLLGWlNG NLLTERVLLs AND PARAMETERS: P HEW STATE CODES AFID SARONG IOW PRESSURE FLEOBIE ANA METAL RI-ICS OVERLAPPFNO.BONOWG FOLLOw9VG ANQTFFR RPNG GR A C ALL SUEAC6roBE PwwTm SHALL BE PF®MEDw ACWRDWTf DUCE SiwNOAROS DRIEST m(TION.PROMpE VOLUME DAMPEfASWTH RA ORSIMGNa.COMBNEWNMA_SINGLE BANK OR 6illsnm 0R4Vd SHALL WNN56T OFrouOH,DUMBLf ^1M ANErswGN srIwOAROB ANp TEsnNC MEMODs FpRM1AND CEMINi: ASTM CI5G.11 PAwr MIwUFACNRF35 RECOVIMENGTaNs.Pt@.nm ADRECFNEz LOCIONG°UPDTAS PDIGTm CN THE PIANs.DUCIW°R(941LL NOUCOR PARRCLES OF CgUSHEO CR IINCR1151®GiNVEL FREE OF SDFr.THw. �11 I CONCRETE PEWPoR'-STEd NSTTUIE AGGREGATE: ASTN OSA,I INCH MA% FFISMCGTSOFFAIIT. E-.SMEETMETAL EONGTm OP J,WATED RECFS HIND MEETTE RPELTFEDE�FMENT ANDroWER GROUNp RINGS SHALL BECODE COUNCIL EYAGTDry SEnvGE POTABLE ALL DAMS SMALL BE IN COMRIANCE W HALL SKATE,FED-AND PROVIDE SUPPORT STEd AS REQUIRED FOR DUCTWORK GRAGTON. Lr•11 II TFLECOMNUwGTDV5 WDI15TRY ASSOCUTON LOGLVOLATLLE ORGANDOG"OUNDREOIREMENTS. •BONDEDroPNY CONDUCTNE OBECT ORCT I NRE WTUNS TIA ADMXTURE: NON-CHHUDIRM ML W2DVGOFF S.AIPAMS.EO SKULL BE PROVIDED BY ME FEET OF mU1PMENT GROUND RFX:S ANO WRHN20 R_o' FRO ESSED PGGREGIE BASE SMALL CONSIST OF COURSEMDFWE U. UrvOERwWTERSLA3_OwEb Al.: 6%• PAP T GRSHALLNATGNEMBTWGABURw°sURFACEb RE rrrvr•. UNDER SUPERVIBDN OF 1HEeNAC IOWFA GROLRD RWG6. NEC MWAL EIECTRGL CODE AppUC�v c AGGREGTE6 CO.v°Wm AND NIDtED 60 iHATT¢RFSULTWG NFPP �0.TI(1NAL FEE PROTELTDNASSO GN SLUMP. aWW N CONTRPCTOR. MD4MUNN IB ONaES FRpMFWPIDwTDNS.FOOTNGs. MATFAAL GA`6 O1RBGTIEGAGTDNN.CpLYHs'ewGGREWTE SewLL l - OSA ATDNa.SAET'ANO NEU.TH ApuBaSTATpv EW EDIIFMENT ROOMS SHALL NAVEVCT 0.00RNG PDD VINYL BASE. COwT SUPPORT SlE8 pEO5EO TO wEAMFIR wfiH2CGT60F PLL flCONSIST ANKKGAVES�L Os LLBRO�STONE MID FINE AGGREGTE SHAl1 -- ! •ALICONCRETEEJEOSEDTOFR..WEATHERSHALL WS wLLVFrvL B/SEOBOIRf&DES OF NEw wN1..00LORS aA RUST C,pN®IRNO PLANT. ALLw-0RDIIKJ RINGS.RADWIS.BONDS CONNECNG TEA. VmryTHE FOUOvnNGs�6OUAPE J _ _I•iJ /�I EVERY FIIANOIJAL TULLE.OSCFUNE,AND CONTACTOR SHALL CONTAIN ENTRAINED AR PER A.211 TA-4.2.1 OF-13t0-05. PATTERN;-BE SELECtm Bw COiSTRULTON MANAGER \ • V! NCLUDE TREBE GENERAL SPECFNGTONS. 09 PAINT NOTES: OA$IJPPLY OUCRVOw<SHALL BE wSULwTED WTH FIBEIGLA55 ANDALL SINBAR 6P°UN°W°' CR6wcMEs MESH SNEVES • ` -_- . ALL REINFORCING STEEL SHALL BE ASTV A815.GR BD TU DNWITHFOLLFACEVAPOASAM,ERJAGET. MN SO NOES BELOW GRADE BELOW THE FROST 25ED%WfIH>P591N• ,`A• R��. / THE ENGNEER IS NOT RESPONSIBLE FOR NOR A GUATOR OF THE IOEFORMED).WEIOED WIRE FABRC SHALL CONFORM TO AST THESE SPEGFiGTDNb bHLLLIN0.UDETE GENERAL 5PECI=ICATDNS THE CONpUCTpq SMALL Cqp qLL pUCTV/OgKA56MOwN W1 PLANS •LWE,wH°MEVER IS°RFATEI°EPA' t5�5%NANiH> ;•� PLYING CONTRACTORS WORK,ODEOWCV OF gN'SGE MN2FEETFRONIFWNGTIONR,FOOTwGR,OTER GRWNDNG PASS 1D LLOm SSHALAME FABRIC.SPUDEBSHALLINFORONG HEREIN. AID REMOVE ALL BRANM pIRCWJORK AM1D FI.EI®LE DUCiWOw(ws 5YN4M PASS Aa0 •I'L -/ LOMPONEtfT,StIVERNSHCN OF AN'WORIX,ANNO SAFETY W.ON,OR AND ALL HOOKS SHALL BE AID STPNDARO LINO.PEINFORGNG AWTWG BGEWLE __ON_ SrSTEMR,ANDSowIARSTTNCNRES.DONOT,FNNMWGA 0%W PASS.2. - ABOVTTE LVORN(SINE, BO6D MANr OF THERE SiwJCNRFs.DD NDT BOA TO �-----�� ANr RSEENCEHEJENTOANOR EOUALOEM,TUT._.. BARS SHALL BE COLD BENT WHERE REOURm AA Tm RDT I.FERSiOIR METAL PENDVEALLOJCTLWwI An SHOWW ON MEOUNUCAL iLn.HOVa,PLAN ro GOSN%WITH PASS P200 PARS LATH_ WELDED). a CLEAN SURFACEw COPSIXRNNN.CE TO SSPGBP-35TAN°PROS. °WC.EGC LFA GWLlE9 MD O1R0i ASSOaATE°°EwCEb. uNAwTONwBRALREPF°RCEnEM. KGRAVFL ESHPLL TIE FOLLOww°6�SOUARE BE- B'rHE COPSRNCTDN MANAGERBEORE POYER TOOL O-G. 26 ELECTRICAL: AIL EDUFNENT CROL1PFD wA_GN AREA COMPGwEI, MESHSIEVES:� NSTPilIGDN THE FO FOR REINFORCING COVER SHALL BE sTRLCNRE.On SWmAR SHALLEBOvpEprowSWGLE4.ONT PLLIRApES SHALL COORDINATE IHHER wORItwfMALL OMER TRADES PRO—FOR HEINFORCINp STEEL PPoME BY APPLnNG ONE SPOT CGTOF TFNEMEC SERFS' TESE SPEGFIGTDNS SHALL IN0.UDETHE GENERAL SPEOFGATONS BA"O HES"SRABLYAN ISOV.TED GROUNDNCINGCDTEG IF -PASSS AND ORET WOwR MID COFDRIONS AS wPPROPwATE OR PEOUREDO .CONCRETE CASr AGNNSi EWRH�3N. PwMETi®2.6;3.0 MLS DRY. -P.N. B-DINGO sN-FOUNDRIMUM SwGIE BONDIGCONaUCTOR.l DABS 9-1? PVOD WfffLICTS.nESOLVEANGCDORONATEALLCONFLGT- .CONCRETE DFOSED M EARTH ORwEATHER: FU•L9RBV PFPLVwOTWpbPOTCGTS OF TFNEMEC SEHES 1029 ALLdECTTaCALCONIDUCTORs: BONDIN00AN WSROUNp RPD,NSrALL2BONpF1O CONDUCTORS 00% A592-Va' ALL AFFECTEDwOTaLADSGEDPEATONS.COOP➢HNAnON-1HE StCOLOw wrzs MLS PER CGAr. sysnnnDN SeULLL BE MNMUM 6Ow TrPETHowTHvm-z.oR "'^°`11111'Ai11FAQ1CO�uerGR wsrquEO GRECIGNAUY gwgv 2st00%wrry PAssx DESIGN PROFESSIONALS OF RECORD SITE SHALL BE WIM TIE OWNED OROWNERS SPECFiED + �SANDLAfRGER-2w. FRIGNEAa1oTHERANDPAMUI _rHEW�GR cON0UCo0. Sy-LOGS'DIRE PAss P. DIGL°RT°MATGIE°sNDeu°DWGcaI°T -ERM zs�atL vJTTH Pwss lt4• PROF:SCOTi M.CHASSE P.E RFFIEREMATNE FOR EVER•^RHNa RELATED TOTEOVSTAlATDN OF •• ASAPID SMALLER-T1rz N. PRGJEC0.0R MATaf. .RANL71tMCUli CONDUCTO5 SHAL BE SOFTOHAWNSS% WNM NO TEE COwNECIIOT-S. 1roS PROJECT. •CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT 2. NccoAim METAL L,oNanuM camucrnav RDPEwY REINED wvPEt °`^ER GnO111D0'RG 1s -PASS AID COMP:APT ENGINEERING mTttDORSAL.BEWSIHCPCCOROANCEwTf wLLAPRIGABLE CASTAGANSTT�GROUND: a1Z BY APPLYING GA.VPNI�FD METAL PRIMER AT SPREADING •FEEDER GRCIAT COPDUCORS SIVLLLBE ETERCOPPER OR T•EADN MINER LED SMALL BE BONDED M ITS HIND--LEGGED Sz5% WIT-PAES/40 N50FAILAPPUCABLECOOEswvD6 SEACCEPIABLEM .. SLABANO WALL-GIN W. -REOONT DfiDBYTEMANDFPDnJFERMgDHEVEA NUM OF THE wFGROPwwTES�FOR THE a•PLGnON,OR AS MwEne.OR MONOPOLES.SHALL HAVE 2 BONDS ON OPPGRITTE WITH PASS/100 ADD: 567 VAUXHALL STREET Au wunNORGES AvwG JURISOGRON wtn.wHEREAcoNFLGT .. RSEAMS AYD eoLUINNs-t1rz w. MINA DRA FlUNTH�aNEssaF NOT F•=TlwvuMns. s�PecMUTGLLLr NOTED. ro B.- wrTH PASS Fzoo EXTENSION SUITE 311 E0A51s BErv.EEN CODES.PLANS.SPEgRCATONs,MDORPW.TNE BENJAM1eJ MOOREFDN 0.lD GYvgI®METAL LAra PRUNER .PEFPAnNENRrLAeEL Oq rAG AU COmUCia0.5 wIM THEW wER BASE.Nm TO VERRCALTOwER 6TRUCNRE pROCEs6E°pGG BASE SHALL PAss wNRH THE FOLLOwW]sGE s°UME MOE bTAQNGENT AUTHDRTV SHALL APPLY.WHERE CONFILT OOSTS A&4W.aRA6AFER SHALL BE PROVDm wiALL DwOsm crv:cS n6s oR mua. aRcuITDFa vwmNwT wLLTERNUrvAnON ENOs.•'ttx.Es.PND AWIAFFRRpM_F_UNIWGHAHDwARE MESH EEVEs WATERFORD,CT 06385 BETWEEN RANrs AND SPEaTAnOIS.PLAN6HaLAPPLY.VARE OF CONCRETE,W ACCORDANCE WRH ACI ST SECTION 42a. e.FvaSH wrm zCGTS OF SEMGLo55 painlC ENAMEL MPIIm ENaDSUREs. .EPCn BOA sewn RwvEg CORRE•' NG GROIIIID POO GNTHE WTI-PASSS-I¢ wFFLDr EOSTS BETti•EN WAN sHEE s.DONsmucrnN N.wwGER HALL BE CONSULTED PRIOROCOMMENGNG AW WOPX. CONCRETESHAUBERACEOINAUMFORMMANNERAND ATSPREADVGATERECOMrmvoEDBr TEMANUFgCNRERM AUCOND-.R4CEAAv.wAREVArs.DUC7S,ETGvw USMD BpNO SHALL coNSNsr oFzmNDucrORs mvJ THE rovmR �BSY WNTF PASS 1- DEVELOPER:CENTERLINE CpNTUCTOR SHa1 PROVICEALL TABOR,MATEAW.6,NSl1ENCE, CONSaIDATEDIN PLACE wCMHEVEAiaTpL Dm FUN THpaNEss aF rvoT LEss--LAIN 25 ANp sLDABLE FORTHE aPPLIGnoN aNLr THE FouowwG CONDuITs •roRS RING LADED EACH CONDUCTOR arEC1Ep IN OProsITE 6o-]s% wrtH PAss ya• COMMUNICATIONS LLC MKS.BEILAMNMDOREREDALpOVAGLOVWY-Awr 1- ASAPPROVEDANDLIs1EDFORTEAPPLICATONSHw S 25 a5% WRH PASS Ia• ETTImO.FDR T,WSTPUhTAN.P_PET UCTON roOLS.TPANSPORTATON, pWEC11ON6 WTM A PAALIEt CONNECON ON TE RNOON Fp9A COMFLENEPNID PROPERLY OPEATNEANDU6ABLE °OM�TEFOOTINGROH BAE .OLFF AGAINST LEVEL ENANELP3aJOR EWAL nCCEPTABLE: OPFTsrtE 6®ES OF THE GFGUIID ROD. nEOlGH011T ANA AS NpGTED ORJ THE G+AN'SVGS ANp AS COMPACTED.NON-FROh]N BABE 601 FREE OF 6TMlDWG S,ANIEYJA PANELS HEOTRCJLL N�FAUICTUBNG(EAR. Z1� SUITE�,p�;�� O S SSSO MERRICK RO., SPE RFD REgEN NIDDR O-HER`M6E RE°IIW_ WATER A APPLv6R@ENNwLL1 POLANE-0 OR EIXlAL COLFOM MPPESS_COUPLINGS PfD aTNNECT°RS ORLY MADE UP EO�FMEM AREA GRpUN°wO. MASA E eoNTRPaTOR SHALL VERFv.>-EDasTlNe eormaDNs.DaTAUATDNs. o6STEE1.: -CH EDSTwc slRueluRE. •waENGITGHr. .BorvD EDMPMENrro�A sez'LSP°wr raAourm tGRwlD Rua. -s�FE TOGE�Ea noALa+DwlalVEAGROUNDIRING, �wc A.s_ IrnB�LER,RANG MASSAPEQUA.NY 11758 OIARNGNTWT+E Flci^PWDRM EO,FABRTI•TDPI,LAND SPEOFIGTDrvS SHal W0.UOE THE OFNEwL 6PEpFIGnONR 4._A%U__ •FLER®LE AETa,CONDUIT(FMq AND WIDIGM FLEEMETAL ALL FLL MATERAL REOUREMENTS. CONpUNT(LFMC). •BOND TE EOFNEMSOGIEPOIM cRWIA OTiE ECUFMENT NSTNIATDN OPANr WORK MEAF➢L aFBR5T APPLY ONE COAT OF DTM BONDING PRMEP DIE MUS.OPY •FlNALCONNECRONSOVEATIN-1 LISTABLE GROUNDRWGWRMMHMU-CONDUCTORSDIRECTmw 31 SEDIMENTATION 6ERO510N CONTROL: CONDUCTORS SHALL VEPFYA_DMENSONS AND WNOITIDNSWTHE MATEaAL9 RM mUFMENT INCLUDING.SUIT,SILT N�APNOT-M.UGHT OPPOSITE DNECTIONE WITH PARALLEL CCNNECRONS ON THE AND. THESE SPECETCATIONS SHALL INCLUDE THE GENERAL SPEOFIGTIONE NOTE: -FRG TO FAEUGTOry ANO ERECTION OF PLAY MPTERUL TE RIDE FIMDE 5a FwrsN WITH 1wOCGT90F DIM ACRYLIC PRMERFwISH 12.5-6 FIXTURES,HNPC UFdS. MCTO ETC OR LYHERE FECUFMFNfISEGLO6mwASHdTER: HEREIN. ENaINFDRswIL aE NonFED Fanu svEcnoNS PRIOR TD a-oswLR TuswG cqe RM�' EnuFMENrs PLnwDuvaPL SLAB aN.cPAoe. .F-SIo-L 00INSDEREDMSEEFOSEOM Cl caNrnAcraR SHALLL MNm¢E DISTURBANCE TO Ewsr.SATE DURUG IT IS A VIOLATIDN OF NEWYORK STATE PEETrwTDFss PND aFgrry coNomors wwaR PRE0.LDE P1vE B c-RI.mHlu2snna sTRucrGE. .wGD GLVAA®STEEL IRcsr. LGHTNNe sTRmRe,wsrAILAeLnLowa ucLrtwNG wROTEcnaN coN6lRucnon.ERosaN coNRR°L MEAsunEs.FREDuwm ouTmNc EDUCATION LAW ARTICLE 145.SECTION DOMPLETId of THE wOMwACLUR°MICE wIM 1HE WNTPACT eats ASIMAT25Gn TJtANI�NATI°NAND PREPawTION: ALL FTaNGs.CONNECTORS.LAND COVPLVGs sHPLL BE BYBTE.IFERAPPUCASLE a _DPrvFRA]B0. °ONSRNCR°rv.6-VLLL BEN WNF°a+4AVCEwITHIHE LOCAL7209 CoN,RENrs. GUOSUNES FOR ERDSDN AND SEDPETAT-,coNTROL ACTIN)FODERTH DIRNUNLESS 1vFEGSSell-tN'M6-3ARSr t.pO NOTMPLY PAwTW SNOW,PAW.FOG GMLSi OA WHHEN THREApED MPDE UP W'RFNL]1TGM. •BORA ALLFn®OOHIIAICRIE BULOFATCONEDWEIRS TOGETHER GgN1AGTO15ALLVISIT THE SRETO MAJPDEANO GAIN MPROVAL °w•TwC THE RNMORY IXC®sB5Y 00 NOTM0.r PALYTTO 0A6E .RIGID POLYVINYL CWOwDE(PM SCHEDULE NO OR SCHEDULE 00. ANOTD TITHE BMLOPD RING GROUND ATTHE OORVFfiS.TYBG Lwurs°Fa.EARwG Arro cRu6Bwo SHALL BE CLEARLY MArvaD ACTING UNDERTHE DIRECTION OFA FOR ALLTENWrasRuvnorvs=DINED ovrpcEs,woRK saEDULEs. EzsmN°METALS as'M^'6 oR�wE'T 6uRFgcEs. MAreVS FOR SERwcEs.EK1EwoR,edaw GAGE allo wEr TVPGA CAU_E°THEHu°GR°urD.D°N°TBGDEQU-NT BEFORECaM.-CII wlTHsucnw°RIL LICENSED PROFESSIONAL ENGINEER OR DFP,NITIONOFWDRKAREAgVONDPX STORAGE.PROPER RROMDE GERpFHGMN TUT WEOERSro BEUsmWWORKARE VERFYTHAT 6UBSTR4TE COVOfTDNR ARE RfJDvro REDFNE •lOCATDNS, roTHHE HALO GRpUN.D. STDIMENTATO\ANDEKJSDNCO T (SECIMFASU SHOWNALTER IN L16 TTEACCESS.NDSEA\DCLEANLAIESS REOUREMENIB WNM OIGENSFDaPID HAVE yT6FACFORRY PAS5E0 AWb OUALFIGIDN B°rD LAND SURVEYOR,AN ITEM BEARING THE BLI2DNGSTE MANAGEMENT PwORMALLWORK ANv TEST IRNIDERTE PROVrsDNR6APPETDOt O.PARTS OArvDOOF THE WOIRK EXAIANESURFwCE6dFMIlED TO BEFWBMED PRIOR TO .SeNLL N°TBE UBm N°ONCPEIE BLPB9 NOR EFOBED VrtTHNA ALI EDUPNIINTOOENeERTOASwOLEWNT OR INTERIOR 6,yyy BE wSfpLIID PRDq TO LIVID CIFMINO.ERCAVwiGN GR NASRLEnDNS SHALL BE-MA -I-. aE Eon wELallo wsunGNa uwsTnucnDN °°MwF.Nr Near oFwowL REwRr aNv rnv°mav--wT Awv Bunnwo oR STRucruRE. �ED-NT--FOUND IEDTR.BG•DTHE svm.c-PaNr aRSG+ GRAowc°PERATDNs.RmuwEMENTs of LocA.w•EruNOACENct' ANY WAY.IF AN REM BEARING THE SEAL lq lBNTEDOILY LFON wRCTENAPPRwAL OF 1HE DINNER. LASED POTENTULLV AFFECT vrRaE+PPRxwnaN. -__CABLEI,•la roTHE ExTEwwLEouFFnE-Nr Rwo aRouNo. SHALL BE NETPwOgM FARTHnw]RK OFEAnoFb. OF AN ENGINEER OR LAND SURVEYOR IS Au eRnLODG axaEcnory POlTrts MBE CDNrwED ONE�Twc siEsr SHIN wPx®mwEn FOR cavnAllBnnv wmR su6sE°uENr •nxEGt°u^D FODS AT*tE EOL,mMEPn cR°uND nW°°°RVEns. ALTERED,THE ALTERING ENGINEER OR THE IbITPACTOR SH•W,SAFEGUARD AGWSTCPFATNO ANY HASARD SRiUCTUPAI BEARN°roWTSANOTELOGT ISNALEOBEVEaFED GO—MwTEWgL6. .CONCEALED PLSTgUAnONS WLr. rtrs1HE WJTMCLORB RESPONVBM1JTV TO MMNFAN SEC FEAST1nE5 pFFLLTWGTEWJREGRE%°RCOI.IPR° -SDESECURGY INRELDPRORMTEPABRICATICHOF6TFEl. 4.PERFORM PREPARATION AND CLEHMJ°EHOCFDUREW STRICT • WgDLICT WRH6MODIN OR COHRLGAIED AETAL JA(XET R•SEPAAT°N SPACE BETWEE,lANY 2 GROUND RODS SHALL BE NO -1,1HAVING=TION-PROD UNTIL-DURATION -IS LAND SURVEYOR SHALL AFFUC 70 THE MF/SUES. AFD NOOVTER LOVEDNG OVEHTREMETALJao(ET. FA-PSOP1HESEC fiVSIiDNSEHALLBECORRECTEDIMMEOUTE1 REM HIS SEAL AND THE NOTATION PRIORTOa1 BELOWLRPDE WORK AIO ANY SURFACEWORKWA .-U.DUCT .ORM FOR EACH CE WITH WATWOMANFpCTURER61N6TRUCTGNs CLASER TI4NTHBR°EPTHL 1w5 APPLES TO qLL R°DswTHE NEW PREA FOR 6TRUCRIRES OR VEHICLES.WNTP,1CiOR SHa1 TOTHE DRIEST mNnaN OF ALSO 6PEGII'DATON FOR THEOERKw, PoP EACH SUB..MTE CONORpN. wFP0.41®SPACES.PLL C°(•IDUR66HPLL°E CONCEALED FXCEPF TO COMPLETE SYSREAA AND SIFRFM ENGADEPMMKOUTb6RVICEro IDENTIFY ANY UNDERGnWPID FABRRGTROJANO ERECMlNPF51RUCnRLRL STFFET.FOR BULDUVGS'. 6.COwECT DEFECTS AND CI.F.W SURFACES WwCMAFFECF WONT MaEPFlNAL CONNECpWroEOUIPNRJT NOi MpuNimwOR ELATED WfiH ADDTONAL MEISl1REb AS NEEDED. 6TRUGTURES.WNOUITS.AND w>E2INE6 NINE wRfA al WSiWG NONGTRUCMALCONN-CT SFORSMEl_.-MAYUSESNO• GPTas6ECROnInE-DSSTND CGTwGSTUT EDo-BIT(DOSE POANSTFWSH WTERNL •ONVE VERneuLvwuNDsnm9eO soL.wTN nE TOP Ar saME rLnsoL SMALL B6 sPRF>D 10 FcasH GRADES ArD SEEDED As soGN 'ALTERED BY'FOLLOWED BY THE SENEi.WAT(SR GAS.ElECfRC,F®ER OPTC.ANp OTHER WMETER(ULVPN�D "TM AOCIBaTS UNLESS OTIERwaENDTm. SURFAa DEFECTS ALL FEDFA AND BRANOICRLURS SHALL AVER SERRATE ''TRIGS TIE M-GPDUNp dx+oucro0.FNOTPOSSIBLEro ASFlwSHEDORADES AnE ECTABIEMED.51AAw MLLCM.ARE NETTwp SIGNATURE AND THE DATE OF SUCH PROPmLrs®Pro MAaEn GAurDF1G CGNDucrDR PER srallmmrwur.PLACEps aosErovERnGL AS PosssLB MATS swuL BE us90 wHEETHENEY sIfD svucm. ALTERATION,AND A SPECIFIC UNpEgGPO.ND UTBITIES DE\'RED OR ENWVNTEPEO,SHALL BE ALL STEd MATERVLL SHALL BE GALVAN➢2E°AFTER FABNGTDNw 6.BflQRwGR95NFACE REMOVE MIDEW BY6CRlRBWGVITf AAW ADAECIGNAW FROM-NEAREST FBOVE�G_ °R , PROTECA0UHOU1TES.E%RRENEGLLRCOSID.SHA.BVTHE --AS-Al 23.2WCPRm-01>PED OALVANRm) sOLIITI°NOFTW-S°ONM PHOSFHATE AD BLEAIX WNSEwATHH APPUCABLECODES.-ONDSA-ENODSUFES.BO%ES,EO CprypUCTyE OFMONT(POWER EOUFMENT.ETC.). VEGETgTNE SEEDwD: DESCRIPTION OF THE ALTERATION. CONTACTOR WHEN COOING OR IXCAVAnNG MANY MANNER GlF WATERAwD PLLOW SURFACE TO DRY. OONNOLIITSHAINOTBEUSEOASAGROUNONGOR BONDING PEEATO BE SEEDED SHALL BE LOOSEwNO FRUSLEMADEPMOF MAIINGS'ON IRON AND STEEL PA.- A COATING-GHI OF DON.-F. AOULs(tYP.NEW OmKATED WMMUPSGTON SRESr: D•,RFSOh SMgLL BE IAOSENm BY R4GNOOfl DIRNNGBEOiiE AROUND ONNER SUCH UIRTES.CONTACTOR IS RESPONSIBLE FOR 202ISF, 1.ALUMINUM SURFACE SCHEDULED FCR RANTFWI6H:PADVE WHERE FFASBLE wRH ENOUGH SP4CBAVALABLE.INNSTALLp KEDGES,gEPIACE-.ANDALLDANAIGESDUEMGMAGEOF ALL S_.aHGIOS AND MSCEIIAN _HARDWARE_SE.M SURFACE COMAMIWLTON BY STEAM OR HGHPRESSIIRE WATER. FE1a N.EIECTHC SETMWISMPEMAN.CONITUCTDR SHUNLBE NwIMUMOFA,MAAMUMIORWGRAOPLS. SFIDwG APP-Y 6D Loa.OFoaOMITIC LIMESTONE AIA 26 Loa OF UT%TES BY wROPEATONE. RFNOVE o2AnnaN WTM qaD ETCH MD Sa.NEM w0.5HwG vERFYTUTRMEElS PROJECT PEOUIREMFMSWOWUR 10.10.tOFEAT%IIFA PER IDoo sF.HawRow LIME MID FERTIL�A AT&T AT HALLEGA.vMnZFJLwALC°R°ANCEWIM ASTMwl53 g IETCHNGP�FF-IATELYFCiLOWPlO0.EgNl\G M°OFHGTpN F R IBTOBEAWEDOF DLK£DASAPARTOFTMIs 'EACH A°IALS IIINGnf 94BLBEMN 20 FT,MA%SOFT. INTOLOOSEBOI ALL WSTINGnrvO NEW EaFMENT AD MATEROY LOGIDNS. 4TPD BHaTAP,ONWW AND STEEL ARDWARE.• tIS METaS:CLEW UNr vAr�DFEwwaMErA_ ARK,cDNTRAGrDRSHAu onDER FROM.cooRDlruGE VATH.AND S M .eGEND PADwLs vERPENDIcuLAn FRGn Rwcswws mwcMr .gPPLr mN.noN BERMUG ANO RYE GRAss qT ED LBS PERgaE. LI.6425 gpUGNG,OwefTON, OUNTPR0 6PECF6ATDN5 MID GENERAL pgryyyED GALVwN�pSURFA0.551VIL IE REPaRm 0r roU2fI.O 9URFACED TINT AVENOr BEEN SHG CGTm:RENOVEOh, aTRWPL FROM TIE FLCCIHCA IlIIIIrv.all ElfCRbCAL IwE AS POSRrsIE,AWRY FPON1 OTHER wNG GAHJHS,PP➢W.S. USE CY0.0NE SEED OWLLGULnPgCKET SEEOHi OR HYDROS®ER NSTgl1ID aWUCTEw6TPT C56HAt1,BE CONSOFIRED D0IGRAMMATD WAI DANUGED GYVAPDID STEEL WITH COLA 2NC,YIALVM'D%'. GRFfSE.DRT,LOOSEMLL SCALE aA-TER FON�GN mUFMEM SHALL BE AS SPECFIEDwND AS APPROVED BYTE LOCK BONGS.AND SNIAR ISEEDAFEP3 RSLURHTPoRSTEEPSLOPEE.IgRIGTEUNiL ON TE RAINS.EfgCT CONpTD\55HAL BE OEIERMN'Ep LATHE gJgy GLN,OR N.1.INACCIWUNCEWRHMMUFACTJRELS SUBSTANCES.USE S01-HIT 0 MEaWJICAL 0.EAMNG METHODS uTUTYWMEREAPPLJCAOLE. CDMMONPRACTICEISMPLACE4RADWSFROMTHETTVER yEGETpTP\6COnMlETELV-US-. REEDPPM.MANYwSTAUAnp\.ANY aFF1aENCESTAT NWv GUDEVNEs.MUCH UP GANAGBD NGN� A\PBD STEdw`SANE HIND TO THE 4 CORNERS OF THE AVAILABLE An- SITE 31775 MAIN ROAD CAUSE SCHEDULE.COST,CR WAUTY SMALLS BROVOHT TO ME PNNTAPRJED INSHOPGFlELD TAT COMPLY WITH THE STEEL STRUCRliiE6 PAINTING CO.i\ChB ALL mI11PMEM,ENCLOSURES.ETC.SHRILL BE FOR THE AMN ATNENiDNOFTHEDWNE.OR E\GNEER wDORro ANYWORK ISSP IREDOMMENAATDNS.TOLIW WBAAEATFAS AND SHOP INST�Ilm ENJIRONMENNT.MWIMUMNEMAY ORALLIXNERDR w BOND ALL COMPOUND DOFDucTME FENCE CORM ADDRESS:CUTCHOGUE,NY11935 ALL R6EVENCES HFSiiFIINN TO VUDFKAnON OF COPIWTON OF STE. TE ENGNEER� BENOTF➢]J°FANYwC°RRECRYFABRCATm, APPLIED PRMECAATBTNTAWEEE4 AMGED.NNREBRUSK, WSTgL1ATpNS. PoSISANDGTEP°STST `TlHEU S.PREFERABLY,NSTPIIA Fa-Ln,PLA+s.oR SREaFlGTD\s PwOnroANY woRK SHALL BEIHE o"L""DED OR ornewNse Mscmwo ow rvoNcoNFORwID MAmaus CUANwmHsavENTS NEWNOA@DED BYPANTTMANL,FACTURER, ---BE------ GRoulD wive lHwT Fournvs THE FENce LaNE,BormwGAu rolls i° APTFILING NUMBER: NY474600 nE6POR®oJTY6THEW TOP aNY AND ALLAODITIONS, °R OONOilONS TO PQNED4I ORC�CTMEAUTO E-ICUCn AND TOUOf IIPWTH TMESME vq&ER AS TIE SHOP CDR-. OF=PIAU-SMwLLBE PLASTDWTANoc Na LAlE EEO. THE RING MOOFRGTDNS.ORANGES.REPAR,OR OfMOtITIONA5 wPE5ULTOF ACnON SMALL RECURS ENGPFIIR REVEV/.Fm.p CUiIPIC OF B.GLVAN®SUIEACEs.OFNN GALVAN®SIPffACEB WfH COL°RSHWLL BE NORr:ALL OE\MF/ND COVER RATES SWILL BE 2]ANTENNAS 6CABLES: FAILURE TO BRING ANY D06TW0 aON0ITIDN PPOPERLYM TE STRUCNPAL STEEL SNOT FERMDTED IXCEP-WIDTHS PPDR NON-PETOUE SASEDSaVINT55°SURFACEISFR.OFOL DFTHE SLAMS MANJFAC _. wTTENTiMOFTHE OWNER OR E\GNEER SHAL BE THE FULL APRROVA.OFTHEENGWEER AND SURFACE COMAMNANTs.REMOVE PRETREATMENT FROM „HEE5I SPECWC NSSHALLIN -THEGENERALbPEOF-E DATE: 09/1427 DRAWN BY; DRA RESPONSIGLRS'Of INS CONTRACTOR LVff110lIT DElAv,COST.OR CONRRACTORTOREMOVEANDRE-WBTPLLALLFREPROOFINDAS -BED SHEET MEALFAS-FROMCOh STOCKS' ANDS ATM PEINERwTON95GF--HALL BE SEALEDUSINGgSU1TPBLE ^TIED FIRE 6EwLIN0 DEVICE OR GROUT TINT W%L MANTAw THE CHECKED BY:JRM aRANGFSN OUALT'. THE OLRwGVIRS UCSE MEaHNN RANGTMOOS _-_ATWGOFTESiRI1CTIREPFNETRATEC. TyE CONRUOTOR SHALLFUP.wsH AND INSTALL ALL TPANB N_. THE STEEL STRUCRRE SHPII BE DESGNEOro 3E SELF-6UPPoRTNO DANTENWAPANELS REMOVEALL OL°UST GRE,LSE f2RT,ANO NNEERS,CONNECTORS,GROUNDING STRAPS,AITENNAS. AIL NOTES T05 SHEET 6NAl1 A+PLV UMEss SPmFIGLLY NOTED tF-STB MATERLLL TO ENSUREAOEOGTE ADMESG\. PRONGS F134MANFNTLY AfFaFD EncRwVEDNANERwTED FORPLL ANoR DA-BE DTWsSj BE WSPEC BYTE SHEET TITLE: AND STAB.EAFTER CO\ELERON.Rrs TE CONTRACTORS SALE PAELS MUST BE WEED WITH METHYL .GAEATONE AN OTERVASE ONTEM0.WEDOANANOS ORINRmAATE PiDJEtr CaDERmURm L.nBELaG MID ON All PANELS,METERING, CO-CO\TUCTOR FOR DAMAGEUPov°FINERY.JUMPERS SHILLLE L. 6EpM:ATWSAS APRJGAB_c.N1SPECFICATDNY HE Ol- SIID _OETERMNEEREBUUDN.CEDUREPNO SEOIENCE pSfgHN_BERNE.._WGLE°UFCENTT DRCUT FE6 S{RPUEDgT NtIEHiASANDmU1PMENT LARDS G1ELTER ISUFE THE SAFETY6THE 000DING ANO ITS COMPONENT WAI0AL G8LES:ATERIN.ALL UREADEQUA ADHIES I. CONSDERm PEOJREp R.DR NGINEE AS APFUA THE DINNER, PARRS DUPoNG ERECTION. TRRI FOfiE1GN MATERW.ro ENSGRE ApEORpTE ADHESD\. EOUFMEM SERVE°.E.ECTRMAL SOURCE MATH CRCUR COORDINATE IFNGM OF JRRNPBi CABLES WTTNOWNE0.COORDONAiE CONSTRUCTONMWA.R.,H NGWEER ASAPP�'•wc ° DENTFlGTI00AWUVOLT IS FESPTHW. ANDVFNFv'AIL OFTHE M4TE.RDEANEPROVIOE°WRHOWNER NOTES8 THE WORDS'PROVDE'OR'WSTALL'SMALL MEAN FURNISH AND qLL STEd ELEMINTSSALLBE NSTPLIID RUMS AND LEVEL. CLEWING: ELECTwGL CONK-u RE5PoN5ELE FOR PLL FINAL AF Rro SUBMtRING BETRAN-ERIN LINE ROLLS INNsrALL TOWER NANUFACTURETS'DEEGHS SHALL PRW FOR rowER WLLELT WASTE MATEnWL.WHp1 NAY CON•'TITUTEgFWEH D, TERMINATIONSro PLL EDUFMENr. A-TERINSTPLLATION,THETIUVNSMSSION IJN•E 9YsiR15Na1 BE PM/ SPECIFICATIONS vwwwa.osm METu cGNTAFElE AND REMovE DaLY FR M WNTUCTOn sHALLFWONOE ALLL CUTTING AFD PA RAH HTS CON]ECIIONSSMALLBEDESGNED BYTNEFABRIGAD_N. Ste. ALL dECRU REVO-RTENAN BB71NG AFUCTI O NE Tm beULLL eE SVEID lESTEp wRPROPER wSTALLAnaN AND OAnNGE wrTH REOIIRm FDRn@w6TALATDNOFHSwrowCANYPwlOmNG SIHPIL WYsiRUC1E°w ACpJRDIWCE vITHIHE LATEsrmnaN OF nE A6C COMFIER lSNEDVEDwRH ENSTNc sTwICRFESOREMnuN. gMENnYF CONNft,TDD.NNTRPLTDR SHULL OBTaN AI°uSE LATEST MATCH E05TNG SURRWNDING AREAWALL RESPECTS.PIN REMOVED MAANAL OFcO NYBTAUCREQUOwNECIONssWLLLBE pPPUG TION: RmaREO.FPABHm.F¢lID.PAMm.ETc.AU PMID.SWEOUIEs. EsrDA PROCEDURES FROMOWNER On MPNUGACRIREIRUOR la MAIEwnL SAFE BE REMOVED FROM TE PPEF/hSES GLLY IN AN OVDEDTO CONFORM TOTfE RECUTFMEViS OFTYPE2 t.APPLY PROWCTSwKCOROaNCEwIM MANUFACTURERS EDUFF4ENTUBFLNG.AND RIDE-0.EDt11RFD lABELNG.SW41A AP SURFDSAEMAIALS ZOUCIT URAL CO DONOCTIONS. 26 GROUNDING, PROPERLY COMFLEimroMATCH THE wSTALLAnON. ANTEYJACABLE65M 0 Et1INIP--S OR�DED ATTHE wLI.SU ED TO BESUHAL BE REMOVEDFROM THE SfNE PRpMPRY SlgUCNALCONNNECTDN BO DIALLGA\FORMCHCONN02E. DO NOT PPPLYFWISH:S TO SURFACERTUT PPE NOT DRY. 26 GROUNDING: gNTENNATTHEEQGOESOF EOBFMEM SMELTER WALL ANDJUMPER wnw DENTED io BE suRFws, wL1 BOLTS SHALLeE MIwMUM aR•DwMETERA\DFxH wwvEcmN a.AFRr EACH cowl To UNIFORM FFnsH. GABLES ATHE muIPMENT. SHEET NUMBER: EVERVCGNRUCTGRSYALLB=RESPOEB.FOFTEFROTECTIONOF SHALL AVEMWMUM Iwo Bars.LOORwFSHEPSARENOT 4.APPLYEACHCOATOFPAWTSLGHRI'DMIERTHANPRECEONO TESESPEGFlGTONS SHALL NN0.UDE THE GENEPALSFEOFIGTIONS HB WOnKPNO NEVAY INSTAl1ED GEGSTBNG WORRK Wa.UDND PERNDrtEOPoRAVSSTFELASSEIV-S.F- SION CONT-LBOLTS COAT. HEREIN. sOPOCNIED RCABLESspUMING MIDIDWOINp�PG 1�4ADWAREE�WAALL PgOTELTON OF TE SITE.ALL SiRUCT11gE5,ANpwLLOCCUPANTs. ARE USED.COHNECT°NS SHALL BE DESIGNED FOR SUP CwTCAL BOLT BROUDALL6Y5TEMSANDEOIIRNENTINAOCORDANCE-SEST SAID METAL UGHRY BEM'EEN COATS TO AJ]UEVE gEpURED N15.SiANDpFFS.ANDALLA550C IEp MARDWAREMWSTAu R1Rw9R.INSTALRAERS, rv,w\3-S.E IG APPROED E.al OWABIELOADVALUES. RNBR WWSTRYPACTGE.THE PEDIIFEMENib OFTIE NFRA]O NgT1(IJPL 6LC4BLESANp ANTENrvASroTHE MANUFACTURERS wluD gN.ETt^ APPRORiUTE BPARIERS,SAFENY CANARDS.SIGAGE.AND SECUATYAS DEG GNCONPECTIONSATBEAMENO0SC IO KFS(Mro. VACUUM aEMI SURFACES NGNlD7_SE AT.arnCLES.USE TALK E-E°TwUL°°°E(NEG.ANDAu onffA APPIJCPBLE COPES AND ECNGirorvs. �-� EDUREO. U-BOLTED CONNECTIONS SHAD BE COMR.EIID WRn O°uBLE AU_O JUSTPDCOAl TO DRY BNEM CO AT. AU-GR UNS. AMFMN4 CARIES SHALL BE FOAM OEECiwCC]AgAL CABLES A9 EVERY CONTACTOR SMALL BE REfiPoNSIBLE FOR TER RESPECTNE NUTS OiALOCN WPSHER. APPLIED DDAT TO DRY BEFORE NEM COAT IS gPPJEp. ALL BEBONEDTO ETHER PnE6EMATEACHSERN. -.D FO-DNS: S.PERMITS.W6PECTONS,TESTING.CERTIRCAT6.AND Al ppN1RA A"oW SHALL BE BONOEDTOGETHERTp FO0.M THE GROUNDING dECTRODE •EASE STATIONFOR aNIENNAS: _ CTOR SHALL COMITY WIM AWb CORE-ORPPOCEOtnRES. (DMREIED WORN: _ aCCUPa�NCY TEFNISHED vaED�COMPLETDN OF AND LEGAL APPE3WIC � �W � S 1. A SFOR COL00.AREAFTEMIRE a.D o UFNEM FN0.OGURES.DFJICEb.AORHE N000N°uDsSU ES ., 15�50UwETEgRF FOR CARE LENGTHS GREATER TwN Too FT. O BY TE INSTALLATION O A SEPARATE W°UNCPIO