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Home My WebLink About50123-Z TOWN OF SOUTHOLD p �r , BUILDING DEPARTMENT r;9 TOWN CLERK'S OFFICE r 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#: 50123 Date: 12/13/2023 ------ Permission is hereby granted to: Juncge, Arthur 6 Tulane Rd Glen Cove, ..... NY 11542 To: Modify an existing wireless communication facility to upgrade the existing T-Mobile antennas and ground equipment as applied for as per Planning approvals. At premises located at: 21855 CR„48,-Cut hhoo ue...... SCTM # 473889 Sec/Block/Lot# 96.-1-19.1 Pursuant to application dated .1.1/17/2023 ® and approved by the Building Inspector. _,...... To expire on 6/13/2025. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 ELECTRIC $150.00 CO-COMMERCIAL $100.00 Total: $750.00 Building Inspector FO � 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 A..//wu�.Sou7�ho)tltowwt,,t� -- �ow Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. 5012� Building Inspector: ij lqf) 02 Applications and forms must be filled out in their entirety. Incomplete applications,will not be accepted.' Where the Applicant is not the owner,an �a.Il'I )tkt pa rtment aolcl pp p PP "�" ►�' f t�uatl'i Owner's Authorization,form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: • 19 00 ame. 00 01 00 0 N 096 Arthur V. Junge„and Valerie Lass er Project Address:21855 County Road, Cutchogue Phone#: Email: Mailing Address:6 Tulane Rd, Glen Cove, NY 11542-2010 CONTACT PERSON: Name:Marie Russo/Highlander Consultants Inc. Mailing Address:155 Carleton Ave, East Islip, NY 11730 Phone#:516-810-1117 Email:mrusso@highlanderinc.com DESIGN PROFESSIONAL INFORMATION: Name:TKK Engineering Mailing Address:6095 Marshalee Dr, Elkridge, MD 21075 Phone#:410-712-7092 Email: CONTRACTOR INFORMATION: Name:Comcell Construction Corp. Mailing Address:1373 Lincoln Ave, Holbrook, NY 11741 Phone#:631-654-5915 Email:MikeA@Com-cell.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair iRDemolition Estimated Cost of Project: FolOtherupgrade to cell site per attached plans $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ONo �I 1 PROPERTY INFORMATION Existing use of property:communications Intended use of property:COmmunications Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes WNo 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 lawn Code.APPUCATION 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 210.45 of the New York State Penal law. Application Submitted By(print name):Marie Russo INAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk I Marie Russo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent ent for T-Mobile Northeast LLC (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 day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Arthur V. Junge,by Crown Castle Towers 09 LLC,his attorney-in-fact,by I, enifer Bachi residing at 909 Cedar Lane,Norristown,PA do hereby authorize Marie Russo to apply on my b Town of S uthold Building Department for approval as described herein. M 11/6/23 Ow gnature Date Arthur V. Junge,by Crown Castle Towers 09 LLC,his attorney-in-fact,by Jenifer Bachi,Site Acquisition Saeci ist Print Owner's Name 2 PROPERTY INFORMATION Existing use of property:Comm.uniCatlo.ns. Intended use of property:COm-mu.nications Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes WNo IF YES, PROVIDE A COPY. IW Check Box After Reading: The owner/wntractor/dpsigo professional Is responsible for all drainage end,storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREN MADE to the Building Department for the issuance of a ounding Permit pursuaritto the Building Tone ordinance of the Town ofSouthold,Suffolk,County,New York and other applicabieta vs,ordinances or Regulations,for the-construction of bun&ngs, additions,alterations or for removal or demolitionas herein described.The applicant agrees tb comply with aU applicable laves,ordinance*,building code- housing coded reguations and to admit authorized Inspectors on premises and in builftills)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Venal Law. Application Submitted By(print name):Marie RussoINAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Marie Russo being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent for T-Mobile Northeast LLC (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 appi 1_!cation file therewith. Ile Sworn before me this ell /.� 1 n � ( day of est �Q 4 . . 2000 o .,,., � Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Kinn COLbN Notary Public, State of New York No,010060344P SLAiplk city Ccmn-.i,.:slon Expires_�_- I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 755-1802 - FAX (631) 755-9502 ra er,ric'I ert town.southold,n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Highlander Consultants Inc. Date: November 8,2023 Company Name: Electrician TBD Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Arthur V Junge&Valerie L,esser(property owners) Applicant:T-Mobile Northeast LLC Address: 21855 County Rd, Cutchogue Cross Street: Phone No.: BIdg.Permit#: ( email: Tax Map District: 1000 Section: 96 Block: 1 Lot: 19.1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Upgrade to existin telecommunications s te. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information•. (All information required) Service Size 1 Ph 3 Ph Size: . A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underrouncl Laterals 1 2 H Frame Pole Work done on Service? Y N ig Additional Information: PAYMENT DUE WITH APPLIgATION 82-Request for Inspection Form.xls COMCCON-01 RI N t E(MM/DD/YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 71"12023 f _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on endorsement�, this certificatelicense g BR-870302 Confer w l fits to the certificate holder in lieu of Su PILDNECT Da leen A 6 nis,Ext. 181 w N 63,_. _ e ti. 16:1 PRODUCER � 1 768-1342 Millennium Alliance Group,LLC �� R„ M Na ex 534 Broadhollow Rd. Aslanis 1118 lrlsurance corn Ste.103 - — .. .__ _ ... m Melville,NY 11747 NILSUR AFFONIDNNO ovERACwE NAIL ce p sursnce Cr�mnati Co ... _. m._�.r..IN3UIZERIr o4rs yr� rr Erol irk ,r�ai_lus Lirle INSURED „9NSURorN�B Mer�chY�rlt�PN�e1'erre _D _p ilurta R aUl lriderrill)ty Irararsracg, ± iIpItZ..., 22314_ Comcell Construction Corp 38318 1373 Lincoln Avenue _INSUREEx,CM Srlgrl Indemrr�,lf&Llab CI1 Holbrook,NY 11741 NNiURImFtG?;, NnVi )fr _tiatI11C ?17pr?y.w...__ - 4 .... INSURER F )VERAC S GES TO CERTIFY THAT THE POLICIES I OFAEVISI N MB INSURANCTF N' E LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THIS I FOR 7HE POLICY PERIOD CT OR OTHER CUMENT WITH RESPECT CH THIS CERTIFICATE MAY ISSUED OR MAY OF SUCH PO PERTAIN, THE INSURANCE S OWN MAY AFFORDED BY THE E BEEN REDUCED NDING ANY REQUIREMENT, TERM OR CONDITION OF ANY B PAD CLAIMS.IES EDOHEREIN IS SUBJECT TO AL�HEITERMS, CONDITIONS X COMMERCIAL .ADD4 3UBIIy.... _ _. .__... ..r......., 170LVCY EFr� POLC"r EXP I UMNTS EXCLUSIONS 4N3R E Of INSURANCE POLKA Y NUMBER LJR CHOesaftNraE..,, ,000,000 AL GENERAL LIABILITY D.... ._— 1 " 7!8!2023 71812024 (-DAMAGE TO RENTED 50 000 -MA ._.JJ....�.. PLE73784302 Na AiI�A S(las i�N 13G�I � CLAIMS MADE X OCCUR qM _. ..... XI--y- 1plers PERSON�A {LEN^L,AGGfdL rnITLIMITAPPLI _ N _C ,RE 2,0041,00 ES PER GENERAL A E 2,000,000 P 4?MI31NF.$Y COMPO AAt- POLICY F I PRO �� LOC G�OOUCT !ECT _ � i �W'OLICY�GGRIAT �.. �,000w000 rHER �CAPI05288l LIR. .. B AUTOMOBILE LIABILITY I _ 718/2023 7/812024 g S7DILY IhLNLdNYYPremprpr,rArv� _ _.. NAPONLY .... SCHEDULED i .. L .. . AUTOS ONLY AUTOS 1 a(DtlL d BdN A4 NS..4„... EEpp ��yYq�ptl ; P .P R A1�4AGE A�RTOS ONLY 1116a"NI Pk � r�ccda A 2,000,000'$NQII.. X EXCESS LIABC UMBRELLAIAB Y mm X OHMS IuNADE EACH DCCUP2RENCE I 71812023 71812024 2,1100 0041 " . _ lNHA103482 [ pcRk 6� ,- ..e. ._e W.a.w _ ... ....--- DED RETENWT'IOh! P mR OTH Wo' CO�IIPENSATI_Q�'N L S E a 1.,ER AND EMPLOYERS U481 TY YIN N ANY PROPRIETt RIPARr'NfEd� XECUTIVE L N ACdi A V M NT.,. .,.. ,... _. FA ENJV M EXCLUDt=O' _, _ 71812023 7F812024 P 3 000,0 If s deardbe tAnder NIA A L, ISEASE-POLICY IMIT D s�f�NN>TN N A2'F P � Ns N��NAr I NY23EZCZOEI"991�1 � 7!812023 71812024 Per OcC1Per Agg 5,000,000 D �Ex s Llaba ,1367783 E Excess Liab. I 0 � r' Equipment Floater-Hartford Ins,Co,Pollcy 121 JE3033 11 A" i-9/11dd23$ �iimit lease or tinted equipment. DESCRIPTION OF OPERATIONS I LOCATIONS)VEJ41CLES ACORD Installation Floater-Hartford Ins,Co.Policy#112M$JE3032 9114122.91141'23$1,000,0010 Pollution Liability-Markel Insurance Co.-Policy#MKLC1 ENV100572 211712023.211712024 $1,000,000 Condition Limit12,000,000 Agg.Limit. Town of Southold,53095 Route 25,Southold,NY 11971 Is included as an additional Insured as required by written contract. CERTIFI ATE H LDER CA ELLA ION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD "EV'RK rer . CERTIFICATE OF INSURANCE COVERAGE 1 f compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK, NY 11741 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 27-0807207 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Bein Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box 1a P.O. Box 1179 R90293-000 Southold, NY 11971 3c.Policy Effective Period 1/1/2013 to 7/5/2024 4. Policy provides the following benefits: Q A.Both disability and Paid Family Leave benefits. B.Disability benefits only. C.Paid Family Leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, F1 B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as desPlepm_sdenraflve ove. Date Signed 7/7/22.7 By (Signature of insurance carrier's authors or NYS licensed insurance agent of that Insurance carrier) Telephone Number (212 3) 55-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 413,4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note. Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. insurance brokers are NOT authorized to iss11ue this form. DB-120.1 (12-21) oHii�iiiimi�iuui�iii�U�� P Additional Instructions for Form 10113-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box I a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law, The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelleddue to nonpayment of premiums or within aft days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise„this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note; Upon the cancellation of the disability and/or Laid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NY a disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,. and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not Issue such permit unless proof duly subscribed by an Insurance carrier is produced in a foram satisfactory,to the chair, that the payment of disability benefits and after January first,two thousand and twenty-one,,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a,state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (12-21)Reverse MAILING ADDRESS: PLANNING BOARD MEMBERS �' P.O.Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair OFFICE LOCATION: JAMES H. RICH III Town Hall Annex MARTIN SIDOR 54375 State Route 25 PIERCE RAFFERTY (cor.Main Rd. &Youngs Ave.) AMELIA JEALOUS-DANK Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM DEC 13 To: Michael J. Verity, Chief Building Inspector V From: Heather M. Lanza, AICP, Planning Director' Date: December 13, 2023 Re: Planning Department Report Wireless Upgrade: T-Mobile at Junge 21855 Country Road, Cutchogue SCTM#1000-96.-1-19.1 The Planning Department has conducted a review of the proposed upgrade to an existing wireless communication facility pursuant to §280-74 B (2). The proposal is to upgrade the existing T-Mobile antennas and ground equipment at the site referenced above. We have received a report from our wireless technical consultant, CityScape Inc. (attached), which recommends the upgrades be approved as proposed. In addition, the proposal is in compliance with the General Requirements of§280-70, complies with §280-71 (A)(2)(b) as it causes essentially no visible change to the exterior, and the base station equipment conforms with §280-71(A)(2)(a)[2]. Therefore, site plan review by the Planning Board is not required. We recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock for approvals of wireless facilities. No further review is required from Planning for this upgrade. Thank you for your cooperation. Lasen`iche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-96.4-19.1 (3) APk C O N S U LTA N T S . I N C Town of Southold, New Yore %,ftyscape Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application rlando,FL 32806 Tel:877.438.2851 Fax:Fax:877.220 4593 December 11, 2023 Mara Cerezo, Planner Town of Southold Annex Building 54375 Main Road Southold,NY 11971 PROVIDER/ID/NAME: T-Mobile/LI13544A/ Cutchogue TOWER OWNER/ID/NAME: Crown Castle/BU#806579/NY Cutchogue 958280 ADDRESS: 21855 Country Road 48, Cutchogue,NY 11935 LATITUDE: 410 1' 56.29"N LONGITUDE: -72'29' 50.29"W SCTM#: 1000-96-1-19 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 T-Mobile ("Applicant") to modify its equipment on an existing one hundred eight-foot, eleven-inch (108' 11") monopole tower (126' 5" at top of highest appurtenance). The tower is owned by Crown Castle and located at 21855 Country Road 48, Cutchogue,New York,see Figure 1. Support Structure&l ui metat Per the submitted construction drawings (CDs)' the Applicant proposes to remove six (6) antennas and three (3) tower mounted amplifiers and add six (6) antennas and three (3) remote radio units (RRUs) as detailed in the table below. All work will be done at the ninety (90) foot (centerline of the antennas) elevation of the tower,see Figures 2 and 3. TOWER MOUNTED EQUIPMENT # FINAL Configuration 9 Antennas:3)APXVAARR24_43-U-NA20;3)VV-65B-R1;3)AIR 6419 B41 3 RRUs:3)4460 132/625 B66;3)4449 B71 B85A 9 Cables:6)1-5/8"coax;3) 1-5/8" hybrid Also proposed, are the removal of two(2) cables to be replaced with three(3)hybrid cables connecting the tower mounted equipment to the ground equipment. All other ground work is minimal and any equipment connections will take place within existing cabinets in the existing lease area,see Figure 4. 1 CDs prepared by NB+C JKK Engineering DPQ Rev 0,dated 09/28/23,signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-96-1-19 cKyscmullft T-Mobile/LI13544A spw Page 2 CON SU LTA N T S , I N C Structural Analysis The Applicant submitted a Structural Analysis Report prepared by Morrison Hershfield, dated September 6,2023. 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 79.3% out of an allowable 105%which is determined to be structurally compliant,see Figure S. It is shown that all lines for this proposed modification are inside the monopole, however it is noted that lines to the one hundred seven (107) foot level are shown to be outside the monopole but those are not related to this application,see Figure 6. RF Exposure Safety To verify RF exposure safety, a Radio Frequency-Eletromagnetic Energy (RF-EME) Compliance Report, prepared by Pinnacle Telecom Group, dated December 4, 2023 was submitted, see Figure 7. The report is an analysis of the predicted RF exposure levels of the existing providers on the tower. This analysis takes into account the RF effects of the Applicant's along with AT&T, Metro PCS and Verizon Wireless showing existing antenna operations at the site. At street level, at the site, the maximum RF calculations is 27.9859% of the FCC general population MPE limit which is well below the allowable limit for compliance. The results of the FCC RF compliance assessment in this case are as follows: n At street level, the conservatively calculated maximum RF level from the combination of proposed and existing antenna operations at the site is 27.9859 percent of the FCC general population MPE limit—well below the 100-percent reference for compliance. In other words, the worst-case calculated RF level — intentionally and significantly overstated by the calculations—is still more than three times below the FCC limit for safe, continuous exposure of the general public. ❑ The results of the analysis provide a dear demonstration that the RF levels from the combination of proposed and existing antenna operations will satisfy the criteria for controlling potential human exposure to RF fields,and the antenna operations will be in full compliance with the FCC regulations and limits concerning RF safety. Moreover, because of the conservative methodology and operational assumptions applied in the analysis, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. Town of Southold—SCTM#1000-96-1-19 CftYSCaW%A9ft T-Mobile/LI13544A IJFW Page 3 CON S iJ LTA N T S , J NC Summar -Approval Recommended 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, Elizabeth Herington-Smith Engineering Manager CityScape Consultants, Inc. Town of Southold—SCTM#1000-96-1-19 T-Mobile/LI13544A Ckyscasaw Page 4 C O N S U L T A N T S I N C . 4� � wrr l� cif f , e Figure 1—Site Location Map Town of Southold—SCTM#1000-96-1-19 'm'kftscaw%Aft T-Mobile/LI13544A Page 5 C ON S U L T A N T S , I N C . ANTENNA CL•90 'I�1 I Y"I � 1 AY,Ct MOUNT CL•M ," ....,,,, ..i 4 r C`.,Y (ANY AND ALL TOWER MOUNTEDEQUIPMENT MUST NOT TRAP OR INTERFERE W/ 1 IJ EXISTING SAFETY CLIMB i FTOP OF E 4'#° J It ra q: ELEV ri s EXISTING uCL ELEV 3 � I NEWT MOBILE E9MIPAXENT (3)ERICSSON AIR 6419 B41 Ari@VBNNAX +� Y Y ANTENNA (J)COMMSCOPE YN 40-R4 AwTE11N7dl ( Y (3)EROC'SSON 440 Pklf'M5 INSTALLED,OAN C,x1st p Ng7UhPTS� q eY r,'sKM (E)T MOBLE)'4"'�J 1 L �5��,!6 I k! 4111 )D'C Ia' (3)RFS APXVAARR24-43 U NA20 A u;d N v. (3)ERICSSON- 8-11, YL,. dux;: INSTALLED CAI Nf;N n '0 0 EXISTING'b°. DIY4. ELEV w.l a ) ,o pl i (E) 108'-6'MONOPOLE— ) I)I () NEW T-MOBILE FEEDUNE �j (3)NYBRIO CABLE(1-5/8-) (E)T-MOBILE FEEDLINES (6)COAX CABLES(I-5/8') 1 ) 1 1 3 i 52.5 FT ANSI. I' Figure 2—Elevation Drawing of Structure Town of Southold—SCTM#1000-96-1-19 T-Mobile/LI13544A FPW Page 6 C ON S U L T A N T S , INC„ A” P.) (ALE)T—MOBRE ANTENNA t0 BE REMOMM AIR21 NNCTI$024——04A„BIP 20'QWTN (3 TOTAL,1 PER SECTOR) 0..: (E)T—MOBILE ANTENNA TO BE WAOVEO I l� '"'".•A (E}TTOTA�j,1 PER SECTTOR)B02]-1�2P_BM CA •• 1 (E)T—MOBLLE ANTENNA TO REMAIN RFS—APXVAARR21_13A2 —U—N0 (3 TOT&.I PER SECTOR) GAMMA M 260'A21MUTN ff (E)108'-6'MONOPOLE V `--- C3 12 r Jo (BETA) AIIMUTN t 1 (E)PLATFORM MOUNT TO REMNN yYk CI Ba LEI T—MOBILE TUA TO BE REMOVED N STYLE 10 AWS (3 TOTAL,1 PER SECTOR) EXISTING ANTENNA LAYOUT ` Ar TIM)T-MOINU ANTENNA % MSCOPC-W-658—R1 (3 TOTAL,I PER SECTOR) p2 I11 t�) AIBO BBB C4 (3 TOTAL.1 PER SECTOR)ECTOR) A6 (E)TR24-4 ANTENNA RFS—APXVAARR21_IR SECTOR) M (3 TOTAL,1 PER SECTOR) .f t � M l 1 I ~ IIjBi (GAMMA) j 4�' 260'AZWUTH (E) 108'-6'MONOPOLE C2 yl.... w.e f � wMOEMaB 41!9 6N.A "y "L (BETA) BOW PER BEIM 941 310'AZIMUTH (]TOTAL,1 PER SECTOR) (E)PLATFORM MOUNT— � 83 , h 1"S4 tl y7 � ti. P NA LAYOUT AL ANTEN T IN f' _......... ,�. Figure 3—Existing and Proposed Antenna Configuration Town of Southold—SCTM#1000-96-1-19 T-Mobile/LI13544A ckysca*pqw Pagel C O N S U L T A N T S I N C. (E) T—MOBILE---- 6'-9"x 16'-10" EQUIPMENT PAD Q � I I H I Q Q Q NI Q I 1) T—MOBILE CABINET ERICSSON — 6160 a� (E) T—MOBILE FEEDLINES TO B (2) HYBRID CABLES NEW T—MOBILE FEEDLINE (3) HYBRID CABLES (1-5/ (E) T—MOBILE FEEDLINES (6) COAX CABLES (1-5/8 —(E) T—MOBILE ICE OBILE BATTERY CABINET ?, m, g G BRIDGE t18'—O" ERICSSON — 8160 . Q � I I I i Z r I ar UPGRADE CABINET BREAKER TO 150AMP, 2—POLE BREAKER s r Figure 4—Existing and Proposed Ground Configuration Town of Southold-SCTM#1000-96-1-19 sokAft T-Mobile/LI13544A Ckysicalip"ll-Wr- Page 8 CON SU LTA N T S , I NC . Date: September 06,2023 MORRISON HERSHFIELD Morrison Hershfield 1455 Lincoln Parkway,Suite 500 Atlanta,GA 30346 (770)379-8500 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: L113544A Site Name: Cutchogue Crown Castle Designation: BU Number: 806579 Site Name: NY Cutchogue 958280 JDE Job Number: 2100709 Work Order Number: 2255576 Order Number: 656006 Rev.0 Engineering Firm Designation: Morrison Hershfield Project Number: CN7-595R2/2300001 Site Data: 21855 Country RD,Cutchogue,Suffolk County,NY 11935- Latitude 41"1'46.57",Longitude-72°29'50.29" 108.5 Foot—EEI Monopole Tower Morrison Hershfield is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 127 mph as required by the 2020 New York State Uniform Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Respectfully submitted by: OF N . C c C7. CO * '""I J � I� ttaG9 ed by G.Lance Cooke,P.E.(NY License No.89337) ". ~r��,,�.a� � ke ate- 09.06 Senior Engineer 7"00" d? 093 EXP 513025 tnxTower Report-version 8.1.1.0 Figure 5-Structural Analysis Cover Page Town of Southold—SCTM#1000-96-1-19 aftwift T-Mobile L113544A CHYSCM04W Page 9 C 0 N S U L T A N T S I N C ........ ..... ......... 11 rj,,, TO n"M 've rim M ff mat M0 sin', ................... ............--".............. Figure 6—Feedline Placement Per Structural Analysis Town of Southold—SCTM#1000-96-1-19 T-Mobile/LI13544A cKyscaliKo- Page 10 CON SULTANTS , INC IPINNACtE TELECOM GROUP Professional and Technical Services xlnom tomYteg ANTENNA ,SITE FCC RF COMPLIANCE ASSESSMENT ANd REPORT fOR MUNICIPA[ SUBMISSION PREPAREd FOR .-Mobs ,E NORT HEAST LLC SITEL113544A. 21855 COUNTRY ROAd CUTChOqUE, NY DECEMbER 4, 2023 14 RidGEdAIE AVENUE , SUITE 260 • CEdAR KN011s, NJ 07927 • 973.451,1630 Figure 7—RF Exposure Compliance Report Cover Page NYSIFPO Box 66699,Albany,NY 12206 nysif.com New Vork State Insurance Fund CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 270807207 MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 m'.. v SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108 505-5 493165 08/02/2023 TO 08/02/2024 07/13/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS" COMPENSATION UNDER THE NEW YORK WORKERS'COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLIC'Y', INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE„ VISIT OUR WEBSITE AT HTTPS:/ .'NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER,OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIFAGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION ANDIOR MEDICAL'BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND !/li DIRECTOR,ISURAN'CE FUND UNDERWRITING VALIDATION NUMBER: 3409714 �ry�pl 2111100000 0000001 27 82 '1111 U-26.3 Form WC-CERT-NOPRTNT Version 3(08/2911019)[WC Policy-21085055] 245 [0000a urvz3ez][aooi-0000zioesoss][#afl[>,eve-o3][�naP-casT_i][oi-0000i) T *Mobile ® a ' 4 SYLVAN WAY IT PARSIPPANY,NJ 07054 T-MOBILE SITE NUMBER:LI13544A BUSINESS UNIT #: 806579 -� CROWN T-MOBILE SITE NAME: CUTCHOGUE SITE ADDRESS: CUTCHOGUE,COUNTRY CASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK TOWER HEIGHT: 108'-6" JURISDICTION: SUFFOLK COUNTY TOTALLY COMMITTED TOGO ENGINEERING UPC T-MOBILE ANCHOR SITE CONFIGURATION: 67E5D998E 6160 ��5MAR HALES�°°•°3DO 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 (410)712-7092 SITE INFORMATION DRAWING INDEX LOCATION MAP t�sopacacar�L.:.. CROWN CASTLE USA INC. NY CUTCHOGUE 958280 SHEET# SHEET DESCRIPTION SITE NAME: T-MOB UMBER -1 ° 4. SITE ADDRESS: 21855 COUNTRY ROAD T TITLE SHEET I L 3A CUTCHOGUE,NY 11935 T-2 GENERAL NOTES COUNTY. SUFFOLK C-1.1 OVERALL SITE PLANBU#:806579 EL#. 1000096000100019001 ....: MAP/PARC C-1.2 SITE PLAN&ENLARGED SITE PLAN F <",'k' , : . AREA OF CONSTRUCTION: EXISTING ": s NY CUTCHOGUE 958280 ° C-2 FINAL ELEVATION&ANTENNA PLANS 1,46.57 ~ LATITUDE. 41 21855 COUNTRY ROAD ° C-3 ANTENNA&CABLE SCHEDULE y._ _..-:..>.::::...:::.:. .::.: .,:>::..,,., ..: ::::.... ..: ::.,,.;.-..,,:.f;:..>::...:,. ..: -:...:.-....... :... ..:..,# _.... :..;::;•. LONGITUDE. 72 29'50.29" LAT LONG TYPE: NAD83 C4 PLUBING DIAGRAM CUTCHOGUE, Y 11935 GROUND ELEVATION. 52.5 I T C-5 CABINET SPECS Ii T - CURRENT ZONING: INDUSTRIAL C-6 EQUIPMENT SPECS 4' JURISDICTION: SUFFOLK COUNTY XISTING MONOPOLE OCCUPANCY CLASSIFICATION: U E-1 AC PANEL SCHEDULES&ONE LINE DIAGRAM �?'r3g}'f�� E 1081-611 M E TYPE OF CONSTRUCTION: IIB G-1 ANTENNA GROUNDING DIAGRAM ...:. .. ..: ..::. ... -. ... .. .. .: .,..... ...... .- A.D.A.C fPLIANCE. FACILITY IS UNMANNED AND NOT FOR :.:.::..: :^.::.........:: .GROUNDING DETAILS f:1 .. - HUMAN HABITATION ' GROUNDING DETAILS ".F.P, ISSUED FOR: PROPERTY OWNER: ARTHURJUNGE,VALERIE LASSER :...... ........,.,: . .::.':. TBD .. .._. ... ... ...... ... ..... . :. .. :. .... .,•..: .r=�::^,�... :z REV�. ... REV DATE DAWN DESCRIPTION DPS/Q. TBD c.. 0 09/28/2023i BC FOR CON UCIION AI TOWER OWNER: CROWN CASTLE t H°RC 8e n 2000 CORPORATE DRIVE .::: .:.: '.:.. "o;`t:':' dr CANONSBURG,PA 15317 CARRIER/APPLICANT: T-MOBILE ALL DRAWINGS CONTAINED HEREIN ARE FORh1ATTED FOR NO SCALE 4 SYLVAN WAY 22M4.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING PARSIPPANY,NJ 07054 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL rn �R MEDIATELY APPLICABLE CODESEFERENCE APPROVALS ELECTRIC PROVIDER: LONG ISLAND POWER AUTHORITY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR 631-755-6000 BE RESPONSIBLE FOR SAME. DOCUMENTS TELCO PROVIDER VERIZON APPROVAL SIGNATURE DATE 877-728-6101 PROJECT DESCRIPTION ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY PROPERTY OWNER OR REP. tiP �op� THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE PROJECT TEAM THE PURPOSE OF THIS PROJECT IS TO ENHANCE CONSTRUED TO PERMIT WORK NOT CONFORMING TO•THESE CODES: BROADBAND CONNECTIVITY AND CAPACITY TO THE CODE TYPE CODE LAND USE PLANNER EXISTING ELIGIBLE WIRELESS FACILITY. BUILDING 2020 IBC ` A&E PIR��L• CROWN CASTLE USA INC. 2000 CORPORATE DRIVE , MECHANICAL 2020 IMC T-MOBILE 084478 TOWER SCOPE OF WORK: ELECTRICAL. 2020 NEC �FESSO CANONSBURG,PA 15317 •REMOVE(6)ANTENNAS CRO\VNAEAPPROVAL tQL CROWNCASTLE.CObf •REMOVE(3)TMAs OPERATIONS 09/2812023 •REMOVE(2)HYBRID CABLES CROWN CASTLE 1200 MACARTHUR BLVD,SUITE 200 •INSTALL(6)ANTENNAS REFERENCE DOCUMENTS: RF USA INC.DISTRICT MAHWAH,NJ 07430 •INSTALL(3)RRHs STRUCTURAL ANALYSIS: BY OTHERS CONTACTS: •INSTALL(3)1-5/8"HYBRID CABLES DATED: NETWORK TBD-PROJECT MANAGER GROUND SCOPE OF WORK MOUNT ANALYSIS: TRYLON PETER ANGELO LUDAS,P.E. TBD •REMOVE(2)EXISTING EQUIPMENT CABINETS DATED: 09/01/23 STATE OF PRO ESS ONNEW YORK ENGINEER BACKHAUL •REMOVE(6)EXISTING RRHs RFDS REVISION: 5 LICENSE#094478 •REMOVE(1)EXISTING DUW30 DATED: 07/31/23 CONSTRUCTION MANAGER TBD-CONSTRUCTION MANAGER •INSTALL(1)BI60 BATTERY CABINET TBD •INSTALL(1)6160 EQUIPMENT CABINET REVISION: 056006 •INSTALL(1)RBS6601 •INSTALL(1)RP 6651 IT[S r1 VIOLATION OP LAW FORANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMEN r. THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS SF�ET NUMBER REVISION: NOTE: CALL NEW YORK ONE CALL AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST � CONSTRUCTION DESCRIBED HEREIN.ALL CONSTRUCTION DOCUMENTS ® L 3 W RKIN 62 p CONTACT THE CROWN NOC AT(800)788-7011&CROWN ® c,vL 3 WORKING DAYS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND CONSTRUCTION MANAGER BEFORE YOU DIGI ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. T- 1 0 CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: R DEFINITIONS SHALL APPLY: • 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEF 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE MTV,■ = a TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: T-MOBILE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. � 1{!i®f •'�� SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED .L��LLL Iii 111VVV0 e a a a USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4 SYLVAN WAY INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO PARSIPPANY,NJ 07054 REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE JHE'QEXN5 OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUOT10NvMEANS, METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIE�F2*IL';(M.EASUF!ti^(NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASU,(fFS;SHALL:INCLVOE,:.BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2"PLASTIC ELECTRICAL TAPE WITH UV CROWN MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER QRS;}115->,REP.RESEN?ATIVE;.,WILL NOT INCLUDE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA 3. PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF;,,T,HErPF fSHED'ST'RUGTURE;`ONLY• 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CASTLE THIS INCLUDES, BUT IS NOT LIMITED T0, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE FIR EN CC'.OVER i.GENERAL`'NQTES AND TYPICAL CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL Co luF.ORf1{'jYO;SIMILAR:WORK<;ON';THE PROJECT, CIRCUIT ID'S). ENVIRONMENTAL, AND ZONING.AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED,ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE'Ul$CREPANCIES.:9CCUR":6ETWEEI`7;,PLANS, DETAILS, 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT;',REQCSIRF1viEN7S;SHlSLG°GOSrERJjIV?IF FURTHER REQUIREMENTS. CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECO D;;"'Y";:•=`:,-::.i;,'(",;i•., ""'''' " S. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED T0, ERECTION PLANS, RIGGING'( '" 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE iGN:,310N5`AND.1r1EASURfMENT$'pL.E.IE�DNSIBILS TO WITH TYPE THHW, THAN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTIpN}E{-EMENTSiBUT.'"_3TIS;THE:SOLE;RGSF?ONSIBILfiY 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR #6 OR LARGER WITH CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN,AND SHALL MEET OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS,.;tefEA5UREMENT5;'ANDJDR:_CIEARANCE5::�SLiSJY/N'�;IN THE ( ) ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CU,TilNGa-OF:ANY:NEW,'OR',.EXISTINGCONS7RUCT10N;:Ei,EMENTS. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2,THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. E I E DETERMINED THAT THERE ARE DISCREPANCIES'(3JD%OR;'.. ,,CT S;;WITH;,,H:, GONSTRUCAON.:ORAWjNGS THE OTHERWISE SPECIFIED. 4Lt ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON-AS:P,OSSIBLI'.;li'.' <':r:`` "`.: :` ` ' _. "` STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR , 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDICON,7RACTOR'SHACL'VIS1T(,THE:CECL;'STFE'.Tq;FAMILWhIZE•"WRH THE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2,THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CLASS N CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 EXISTING CONDITIONS AND TO CONFIRM THAT THE:,),MQRIC_''CAN";•;BE;•:ACCOMPlIS,HED;:AS`.SHOWN:'DN:THE..CONS RUCTION TOTALLY COMMITTED. (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL Bt�BROUGHT:6T 'THEl:ATIENION:0E;CROWN'.CASTLE- 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND TKK ENGINEERING DPC 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED.SRAOL::IBE:�Ij=j;.$7R}CT;,;ACCORDANCE,',WITF+iALUAPPLtCA6LE;'CODPS-SjS,�� BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). PSC#123266 ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE"AND LATEST VERSION OF ANSI/TIA-1019-A-2012 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI IEEE Nyce Wlu NW�utxoN GN Na Dams REGULATIONS AND ORDINANCES. CONTRACTOR:,S'fALD:ISSUE';ALL'APPROPRIATENOTLOESsANE'1.:GOMPLYi.WIT1{'A1:L�LAWS, AND NEC. "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ORDINANCES, RULES, REGULATIONS ANQ':L`AWFUL^,ORDERS:OF;:AN?:'.PUB,LIC^`Aty ,Omv:Y. EGA(2DING::THE`-:PERFt)RWCE 6095 MARSHALEE DRIVE,SUITE 300 OF THE WORK. ALL WORK CARRIED QU7,Y'SHAT:1-',;COMP,LY':WITH,ALL;APPUC,ML£;MUNICIPAL;;ANp'�tJTjIJ7Y;COMPA(JY;;i- 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR ELKRIDGE,MD 21075 ANTENNAS SPECIFICATIONS AND LOCAL JURISDIOTIONA1-:=D.ES;'ORDINANCES.Abh PPYICABLE�REGULA;fONS;:'<1.'_:';(:.:'4- '� EXPOSED INDOOR LOCATIONS. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR ?:"«y (410)712-7092 8. UNLESS NOTED OTHERWISE, THE WQR},S.;SNAL4:'1NCLUbE:-:FU.RNISHING':MATERIALS,'.EQUIPMENT.;`:!V'PUR1'�NRNCES;PNQ1: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO LABOR NECESSARY TO COMPLETE,,L1;,BNSTALLATIQN5.1'AS.INDIEATED:ON(.THE;:DRAWINGS:"1.:;:;S:r:; :r.4=c.."++5°d,';`,✓<:'";::*'- PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. A::.......... .. ,.«.;;n ,;,- 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE 9. THE CONTRACTOR SHALL INSTALL,;;ALL'EOUIPMENT;`AND.IMA7ERfALS:IN,ACCORQANCEyW[CN.,dIANUF,ACTUR,ER,S %'.��'�" GRADE PVC CONDUIT. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RECOMMENDATIONS UNLESS SPECIFICALLY:'--STATED;OTNERWISE r ,,,,,.?. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TRE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 10. IF THE SPECIFIED EQUIPMENT CAN":NpT; Pi=.INSTALL(:q.''AS';$HOWN'ON,�THESE.DRAWINGS,',THP,';'CQN7RACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC PROPOSE AN ALTERNATIVE INSTALLATION`;F6RiAPP-ROVAL.,'BY:7148'..CARRIER_AND?CROVINGCA511E,PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH WITH ANY SUCH CHANGE OF INSTALLATION: u - SCREW FITTINGS ARE NOT ACCEPTABLE. T-MOBILE SITE NUMBER: ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 11, CONTRACTOR IS TO PERFORM A SITE INVESTIGATION-?'A;ND;:IS`o.DETERMINE"THE'.:$ESY„ROU.'BII+IG;`OF ALL CONDUITS FOR 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND ORDINANCES AND APPLICABLE REGULATIONS. POWER,AND TELCO AND FOR GROUNDING CABLESON'S-ISHOWN.IN:?TAE;POWER;TELCO,,;,:Aob,'.i*OUNDING PLAN THE NEC. LI13544A 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. ' "' - "+'it 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPft,QVk'MENTS:;:PAVEMENTS)i.CUR85",LANDSGRPJNG AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONT RlACTQR;SrjEXPEiJSE.rTqi:.THE';$ATISFACRON',&,,'6ROWN CASTLE USA INC. 22, SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUTT TYPE E OR EQUAL). 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY 6{SPOSE:':OF:AL,L.';$CRAPrIAAT£RIAC$''SUCH'k4S`G'COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE BU#:806579 WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILi7:::"A(;IT,ENNAS:REfvfOV_k7,,:$}iALG'i3E::R,'ftlk2NED TO THE OWNER'SDEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES NY CUTCHOGUE 958280 CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN'; NDfiTON:i.TRASH;AND DEBRIS SHOULD BE REMOVED FROM SITE ON '14,01RECT104 TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. - -_ ,,�A.NEA$'AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT PROTECTION B CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E "' "' ""' " _ %%;.(rSHgGC:,.DE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO CONSTRUCTION) F PR S ) �?',.:'"''=`' "i9�%n- - -- R PLASTER R IRT FROM RIGIDLY CLAMPED T BOXES BY GALVANIZED SAFETY PROCEDURES. - _ ,=.a, -., - +, ^PREVENT CONCRETE. 0 D ENTERING. CONDUITS SHALL BE RIG L C M 0 B ZED 21855 COUNTRY ROAD ti- 11. ALL SITE WORK SHABE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT • A NQATlbN L L EABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUTUT ON OUTSIDE AND INSIDE. DE. CRTE, FOUCABINES, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHABE GALVANIZED OR EPO XY-COATED SHEESPECIFICATIONS, LATEST APPROVED REVISION. rkA'-," CUTCHOGUE,NY 11935 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT =: a>,`t{°,'T" t;,.,?_ - ,�4:';,,-,� ....%:,=:i�' �"c-=V`, -a. ,r�� - � - - `BETTE SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER �'7'? •mi_r� "`-'"'"4"' "' „ ,,..... r:,k:,ij r}'bE, ;,.T.,. L,,,,,; �..,!„yv,BETTER) FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ;jl";,"•.ALL"F CONCRETE WORW,si4 C,-VEJIN ACCORDANCE-WITieiHE AG1�30Y„AOi-318, ACI 336 ASTM-;$184, ASTMAI$3 ANR- -�5• METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 1 D 13. ALL EXISTING INACTIVE SEWER WATER GAS ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE '";:`'TLiE'`DESIGN AND CONST6UO716N SPECIFICATION-ZE{1R,:CAST`-1N•:-RUAE;%CONCRETE. - -"',: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 OR BETTER FOR INTERIOR LOCATIONS AND WEATHER PROTECTED EXISTING 108'-6"MONOPOLE ,. ... .... r,, ( ) F H R HA REMOVED AND/OR CAPPED PLUGGED OR OTHERWISE +',BIZ:%�.'�11NLESS NOTED OT RWISE;'SbIL BEARING PRESSURE;'US£D:C'OR'•'DESIG}4 OF SLABS AND FQUNUATIONS;,tS-ASS�UM€i' - EXECUTION 0 THE WORK, SHALL BE M / .. . . ,..,.... .,>. 'r..,e .. rJ.„V�.'3� ....�,, :;:'„(WP ER) F OR SETT OR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL "-T0.':BE 1000 psf. _ _ - _ _ - - "-f:=',�:.'Lr:` - •"-26.r'-NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 NEWEST REVISION AND BE RATED .3)„'`"'AL CONCRETE SHA'L.NA MINIMUM COMPR VE'n.T,RE3GTN:,NEc .0 30 0 s T,28'DA' ".0 L$ ';; 'T `s' OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. .L f" „E,,, tE",.tS! $,,, ._ j,) P ,,..: ., .N.OEG, `.i r:.:�Y;;rl`-NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR iA,TSf}iERWISE. NO M(}RETHAN;:,90 MINUTES SHACK,:£t/_L$SE;'FRQM'•;)3P'/CH'71ME TO TIME.,pF^PLAb`�MPM UI;fLESS"�_�s ".T ECONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. S 'APPROVED BY THP£NGINFE -OF RECORD TEMPERATURE OF- gNCRr=TE,SHALL NOT p(GEED 9fPf Al-IM ;QF �: �7,- N / SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF R�„ Ct n, ,X ,E„ 9EFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT, ROOMS, AND SHELTERS. z ,RLACEMENT. 'i. 'I, '.` 4 �?CONCRETE,�EXPOSED TO`-FREEZE:THAWCYGIES•,SHAC7_CONTAIN ALR;ENYRAItJ1NG,-;AOMTYTUTF£S:?AMOUNT QF.sAtR'.` 2S' ='ME CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ISSUED FOR; 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT SEVERE). CEM.E?'e SED TO BE I'=WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. �,Et'TTRaINM£NT(',TO+$E=-BASED QN`51ZE=qF,AGCf2E(;h'LE.AND'F3 CLASS',EXPDS4JRE,', ,,,, µ„-r�`1„ 'zg;•'II•TSj'ALL LAMICOID LABEL ON THE METER CENTER TO SHOW "T-MOBILE AND TOWER AREAS. REV DATE DRWN I DESCRIPTION DES./QA 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED a;, POR7tA1J,0 CEMENT Wt]`fgA,T{AXIMI�MN1A`fER TO-CEMENT RY�T46;-`(W%L'�JjbF�O:d5. -' 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. -;r5.,;�;;7FLL.5TE£t REINFORCING'`5EfALL,;CbNP(jRM�,7.`O'ASTM AfiSS,?'ALL.WELDED-WIRE'FAHRIC (WWF) SHALL CONFORM TO ASTM 0 09/28/2021; EC FOR CONSTRUCTION AI 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, ;{•4;`11, e;:.3;•+iE:'I :+rrALt;`,ST?LtCES SHALL BE'CIAS$"8 TENSIONiiSPC10E5;''UNLESS NOTED OTHERWISE. ALL HOOKS'';SR*tFBE CONDUCTOR COLOR CODE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH;,,(Ey};OF:,,STANDARD;yOEEFSRME(S'BARS ARE i AS FOLLOWS: .;;,« ,;. 'i "f';i' er.`••e, SYSTEM CONDUCTOR COLOR EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. ;,,�t, "A'�,;,:::),j'�; `iTs��;;,*('�;%�;Sy' 1 #4 BARS AND SMALLERi:<-:, _�ayt ` "5f,.._T,,,,..,..,: 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL .:�.;_, _ ,`. ,`',_s - - ;i"T A PHASE BLACK j MEASURES, CONSTRUCTION, SHA B IN CONFORMANCE #5 BARS AND LARGER 5,.;;;_:;'E:;�?:; ::"'•,6O:ksi;'=,r�-.• :. ;"';;., ,, EA URES, F REQUIRED DURING CONSTR Ll E E WITH THE LOCAL GUIDELINES 6. THE FOLLOWING MINIMUM.'':�.ON4{RETE COVER.SHAT',,�,gE^J'PROVIDED;'.,EQR'7.REfNFORCING„SjkE, UNLE,r„SSi';.SH„GSWN OTHERWISE B PHASE RED APWA UNIFORM COLOR CODE: FOR EROSION AND SEDIMENT CONTROL. ti«c, �.w - _ ;:°,{ 1,,,. _ ,, fe.I 120/24OV, 10 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: _,",^y A,. ' -•w' <;r _ NEUTRAL WHITE CONCRETE CAST AGAI,NSTi"AND{f?ERMANENTLY.EX,P.,OSED,'aT0 F,A6iTf;,, „>: 3",-�'N;'M,•�':' "`h STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION GROUND GREEN CONCRETE EXPOSED_CDt_EAkTH OR WEATHER t; v' 'y WHITE PROPOSED EXCAVATION OF OWNER. t - A PHASE BLACK 6 BARS AND 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL # '"-: 'r, ,<;.`^;';-:• - - E'"" K ~ r,�;' :*'`a:"` n TEMPORARY SURVEY MARKINGS #5 BARS AND SMAL4:ER1«; :,:{:'..,- ';t. ;%.1''rt#2";",�,(.'. �'-' CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE CONCRETE NOT EXPO'S£D`;T'O.LFARTH.OR WEATF�F,R::: .;;j.Y;''.�,,;�.;,'y,`";'�w�;a, ^. y`"ste'•� V 30 B HASE RED1, t,;*" RETURNED TO THE OWNER'S DESIGNATED LOCATION. s._, - 120/208 C PHASE BLUE STAB AND WgIi25 `'.';i,;.. . . - - ,.,";3f4'":' / ELECTRIC POWER LINES, CABLES, 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED M AND "w;` )`if '<';� - "se:}'.j 2" NEUTRAL WHITE ®CONDUIT, AND LIGHTING CABLES FROM SITE ON A DAILY BASIS. BEAMS / 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW 7. A TOOLED EDGE R[3;;:'At:3/4",.',CHAMFER Si;iAk.7.'^B&4'PROVlD 4'ATr At1�\EXPOSED.EDGES OFzt(3NLR&ET' UNLESS NOTED GROUND GREEN GAS, OIL, STEAM, PETROLEUM, OR OF Nf{y OTHERWISE, IN ACCQRISANCE Y/ITH AC(,01.;SE TDN 42,4,. f': . . q PHASE BROWNW' GASEOUS MATERIALS OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. { ;.�r} f kt�'r,„? ,tP 1p,0 B PHASE ORANGE OR PURPLE COMMUNICATION, ALARM OR SIGNAL LINES, 277/480V, 30 C PHASE YELLOW MM, CABLES, OR CONDUIT AND TRAFFIC LOOPS ,I GREENFIELD GROUNDING NOTES: NEUTRAL GREY POTABLE WATER GROUND GREEN sC? 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER GRADE; OR MORE COPPER BONDING CONDUCTORS IN POS (+) RED- RECLAIMED WATER, IRRIGATION, AND `� 094479 �r ACCORDANCE WITH THE NEC. DC VOLTAGE ,, .. ,.. ...-. SLURRY LINES 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING PER IEEE 1100 AND 81) FOR GROUND ELEC7Y20 'rSY$TEM5';'THEM'C6NFRACTOR-''SkALIi;^EfiRNISH AND INSTALL SUPPLEMENTAL GROUND NEG (-) BLACK"• FESS 10�' FF�r..... ( t; SEWERS AND DRAIN LINES ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. - - ": • SEE NEC 210.5(C)(1)AND (2) 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT AN,Y`,*OSS,:OP'oOONTI,NUY[Y.j Ii4iTH15.:GROUNOING''�SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE •" POLARITY MARKED AT TERMINATION 09/2812023 TESTING RESULTS. >;^s.. .. ... ..::.... .....:.......:...;::.•: 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING!ACROSS;-THE,DISCONT)NL1tTY,;V,T",„'#6;,,COP.PE PER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. ".7,;.,✓',,,. .. .... • ABBREVIATIONS: 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH{ EEN:IN,St7LATION;=:SIZED:=IN_:ACCORDAIJCE-•`-,WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ANT ANTENNA _ k^c* 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPME4, 0.ND,;,WIR.E.S.#.6._STRAN%DED..COPPER''O`R LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED (E) EXISTING COPPER FOR OUTDOOR BTS. .+ t: -n FIF FACILITY INTERFACE FRAME PETER ANGELO LUDAS,P.E. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OFyTI{E,GROUND�8U5 ARE PERMITIED V} GEN GENERATOR ' r °"= GPS GLOBAL POSITIONING SYSTEM STATE OF NEW YORK S. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNl_ES5 QiHERWISE INDICATED GSM GLOBAL SYSTEM FOR MOBILE PROFESSIONAL ENGINEER PQRLTE LONG TERM EVOLUTION LICENSE#094478 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. ,.;-•Y.:> .: , ,,� , r,;:..> 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPTP.Cf,.: ..i- - 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. I MGB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. `;+>:'f%)=l,,'>jG`"':%`��;�'n"`'r>' +,:f'!.'sL=-"' ' MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. _ ,t 1`" " (N) NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED ..-. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL PP POWER PLANT IT ISA VIOLATION OF LA\CrFOR AN]PEftSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. QTY QUANTITY I INLFSS THEY ARE ACTING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OF A LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, RBS RADIO BASE STATION TO ALTER THIS DOCU9fEN-r METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE RET REMOTE ELECTRIC TILT USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. RFDS RADIO FREQUENCY DATA SHEET 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3"TO 6" OF CAD-WELD TERMINATION RRH REMOTE RADIO HEAD SHEET NUMBER REVISION: # RRU REMOTE RADIO UNIT POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). SAD SMART INTEGRATED DEVICE 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING,TO TMA TOWER MOUNTED AMPLIFIER T-2 O THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, TYP TYPICAL LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN , SETS OR FROM ASSESSORS MAPS. ` 7 �/�obi1 CROWN CASTLE USA INC. HAS NOT / \ / ■ Til 1 COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO EXISTING BUILDING THE ACCURACY OF INFORMATION ` / DEPICTED ON THIS SHEET , 4 SYLVAN . \ PARSIPPe1NY,NJ NJ 07054 '\\ CROWN / CASTLE EXISTING BUILDING NiSl � TM / \74tgTe TOTALLY COMMITTEDL TIOC ENGINEERIING DPC PSC / \'Q\peR xr 6095 MARSHALEE DRIVE SUITE 300 / ELKRIDGE,MD 21075 (410)712-7092 (E) 108'-6" MONOPOLE / (E) COMPOUND / \ T-MOBILE SITE NUMBER / (E) T-MOBILE PAD / LI13544A ,9 \ / BU#:806579 / ccFss `\ NY CUTCHOGUE 958280 21855 COUNTRY ROAD / y CUTCHOGUE,NY 11935 / APN: 1000096000100019001 / ZONING: INDUSTRIAL / O EXISTING 108'-6"MONOPOLE EXISTING BUILDING ISSUED FOR: \ O Q REV, DATE I DRWN DESCRIPTION DFS./QA 0 i 09/28/2023 i BC FOR CONSTRUC110N i AJ \ ' _ /Z\ l O I �pROkiM� / OQ� �=O / J /l COc�T/ON°F p\ v, IQ) / SOF NEty� 094 IS / J \ , \, / P STE ATE OF EW YORK PROFESSIONAL ENGINEER LICENSE#094478 / \ -TT IS A VIOLITION OP L.1W FOR ANY PERSON,---" UNLESS THEY ARE ACTING UNDERTHE DIRECTION / OF A LICENSED PROFESSIONAL ENGINEER, \ / TO ALTERTFIIS DOCUMENT. SHEET NUMBER REVISION: �1OVERALL SITE PLAN _ //^• �JSCALE: 1'=20'-0"(FULL SIZE) NI ■ _ • 0 20 10 0 20' 1'=40'-0'(11117) I V \v, [INTH a III Mobile . . ' 4SYLVAN WAY PARSIPPANY,NJ 07054 (E) T-MOBILE 6'-9"x16•-10" EQUIPMENT PAD CROWN CASTLE zi as T + (E) FENCE -.- 4- X X—X—X—X—X—XXX X XX—XX� -I- + �'. TOTALLY COMMITTEDt (E) 108'-6'• MONOPOLE _ x (g� x- (E) GENERATOR x Q '� -1' 'r •® TKK ENGINEERING GPC Q Q Q Q PSC 5723266 a < - CONCRETE xv eflxrv,cwrmx os avrxoxlranox xo.onmas d- pqp (E) ICE BRIDGE t d (TMp) 8095 MA EDD SUITE 300 x .., EUKRID LKRIDG (4 E,MD 21 2,075 x a + 10)7,2-7092 (E) T-MOBILE x +;�;,r^ .•[; _ ° I + (N)T-MOBILE CABINET 6'-9"x16'-10" •;t; - + ERICSSON - 6160 EQUIPMENT PAD d } i r + (E) T-MOBILE FEEDUNES TO BE REMOVED T-MOBILE SITE NUMBER: •iii x �'.%:;,,,,.,.vr,� '.�: itr:�� - 2 -i- , (2) HYBRID CABLES LI13544A NEW T-MOBILE FEEDLINE x . (3) HYBRID CABLES(1-5/8) 3._4..1 ., ;.` .,- BU#:806579 w L FEEDLINES TO REMAIN COAX CABLES (1-5/8'� cE) T-MOBI E NY CUTCHOGUE 958280 1 (6) x X—X—X —X . (E) SHELTER I (E) T-MOBILE IC EI (N)T-MOBILE BATTERY CABINET Q BRIDGE 118'-O' 21855 COUNTRY ROAD ERICSSON - B160 3 1-1 + I+ _ CUTCHOGUE,NY 11935 o Yf r{i i • T "," 4 IIIT1 EXISTING 108'-6"MONOPOLE - as .d 'd •d x I3•-7"1 E,CONCRETE PAD '}' -!- <(E) CONCRETE PAD �(' `(E) UTILITY FRAME - � -f- I-i'-•' r � TISSUED FOR: REV DATE DAWN I DESCRIPTION DES./QA J a •d a :(E) CONCRETEa PAD a x a + I �� + '4- + 0 i 09/28/2023 i BC FOR CONSTRUCTION Al \ (E) CONCRETE PADS \ y d • x Q - + + I XX_aX�—I I a x XX X� i \/ ✓X X ) X •i UPGRADE CABINET BREAKER Q Q ro TO 15OAMP, 2-POLE BREAKER of Of Nay Q ° Q I BP'S�Nglq �O , µ.,;, •„1J"i,°,,IrVS ';S4',k �� 094 47e FESS101�` 09128f1023 PETER ANGELO LUDAS,P.E. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#094478 IT IS A VIOLATION OF LAW FORANY PERSON, UNLESS THEY ARE ACTING UNDERTHE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, ' TO ALTER THE DOCUb1ENT. SITE PLAN ENLARGED SITE PLAN SCALE: . 3/,s"= -o (FULL srzF) G SCALE: . 3/a-r-o (FULL srzE) /i SHEET NUMBER REVISION: 4 2 0 4 3/32•=1'-0•(11x17) 1 6 0 1 J/B•=1'-0•(17x17) C- 1 .2 0 T-MOBILE EQUIPMENT ANTENNA CL' 90 TOP OF HIGHEST APPUERTENANCE �, Al (E)T-MOBILE ANTENNA TO BE REMOVED MOUNT CL. 88 (ALPHA) �(3 TOTAL, -AIR21 SECTOR) 023-1�2A_B4P T Mobile ELEV. = 126'-5" 20' AZIMUTH (3 TOTAL, 1 PER SECTOR) � ■ � i ■ ■ ■ ANY AND ALL TOWER A2 (E)T-MOBILE ANTENNA TO BE REMOVED MOUNTED EQUIPMENT MUST NOT TRAP OR INTERFERE W/ ERICSSON -AIR21 KRC118023-1_82P_84A EXISTING SAFETY CLIMB A3 (3 TOTAL, 1 PER SECTOR) PARSIPPANY,NJ 07054 C4 v A4 TOP OF MONOPOLE (E) T-MOBILE ANTENNA TO REMAIN CROW N ELEV. = 108'-6" RFS - APXVAARR24_43-U-NA20 (3 TOTAL, 1 PER SECTOR) r v CASTLE EXISTING MCL h G i E%ISTING MCL h C3 a ELEV. = 102'-0" d (GAMMA) NEW T-MOBILE EQUIPMENT --�260' AZIMUTH E. (3) ERICSSON - AIR 6419 B41 ANTENNAS TOTALLY COMMITTED. TOP OF T-MOBILE ANTENNA TKK ENGINEERING DPC (3) COMMSCOPE -VV-65B-R1 ANTENNAS (3) ERICSSON - 4460 B2/B25 B66 RRHs ELEV. = 94'-0" c IN ON EXISTING MOUNTS -H (E) 108'-6" MONOPOLE xr ce�msw RSHALE DRIVE.rww No3XI C2 6095 MARSHALEE DRNE,SUITE 300 EXISTING T-MOBILE ACL ELKRIDGE,MD 21075 B2 (410)712-7092 (E) T-MOBILE EQUIPMENT BOTTOM OF T-MOBILE ANTENNA (3) RFS - APXVAARR24_43-U-NA20 ANTENNAS ELEV. = 86'-0" (BETA) (3) ERICSSON - 4449 B71 B85A RRHs 140' AZIMUTH INSTALLED ON EXISTING MOUNTS '��~' � T-MOBILE SITE NUMBER: (E) PLATFORM MOUNT TO REMAIN LI13544A EXISTING MCL C1 } BU#:806579 B4 L(E) T-MOBILE TMA TO BE REMOVED NY CUTCHOGUE 958280 TWIN STYLE 18 AWS (3 TOTAL, 1 PER SECTOR) TAIEFFG MCL 21855 COUNTRY ROAD ELE7 = 70'-O" CUTCHOGUE,NY 11935 EXISTING ANTENNA LAYOUT N 2 SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE Al (N)T-MOBILE ANTENNA ISSUED FOR: COMMSCOPE-VV-65B-R1 (3 TOTAL, 1 PER SECTOR) REV DATE DTRWN{ DFSCIUPTION IDFS./Q: A2 (ALPHA) 0 109/28/2023; BC I F'ORCONSTRUCnON I AI 20' AZIMUTH / I � � (N)T-MOBILE RRH I , ERICSSON - 4460 B2/B25 866 I C4 'r A3 / (3 TOTAL, 1 PER SECTOR) I — 1 A4 'ted I (E) T-MOBILE ANTENNA r RFS - APXVAARR24-43-U-NA20 9 (3 TOTAL, 1 PER SECTOR) / I I (E) 108'-6" MONOPOLE I 64 t y OF NEiy S r C3 _�- BI NEW T-MOBILE FEEDUNE (GAMMA) t Y '� Os4478 `4 (3) HYBRID CABLE(1-5/87 --260' AZIMUT14 fESS10�� I \ I (E)T-MOBILE FEEDLINES (E) 108'-6" MONOPOLE 09/78!2023 (6) COAX CABLES (1-5/8") I C2 82 0 (N)T-MOBILE ANTENNA PETER ANGELO LUDAS,P.E. (BETA) ERICSSON -AIR 6419 1341 STATE OF NEW YORK a> 140' AZIMUTH (3 TOTAL, 1 PER SECTOR) PROFESSIONAL ENGINEER (E) PLATFORM MOUNT 83 LICENSE#094478 C1 ITIS-1K VIOL\TION OF li\R'FORANY PERSON, 52.5 FT AMSL UNLESS THEY ARE ACMG UNDRRTI IE DIRECTION B4 OFA LICENSED PRO FESSIONALENGIN EER, TO ALTER n I IS DOCUkMINT. SHEET NUMBER REVISION: FIONAL ELEVATION FINAL ANTENNA LAYOUT N O SCALE: NOT TO SCALE3SCALE: NOT TO SCALEC-2 Et s *Mobile it a a 4SYLVAN WAY ANTENNA SCHEDULE PARSIPPANY,NJ 07054 SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED FEEDLINE TYPE CENTER MANUFACTURER TILT TILT EQUIPMENT ALPHA Al - - - - - - - - (2) 1-5/8" COAX CROWN ff ALPHA A2 N25 90 20' ERICSSON AIR 6419 B41 0' 0' - (1) 1-5/8' HYBRID CASTLE ALPHA A3 L21, L19, N19, G19 90 20' COMMSCOPE VV-65B-R1 0' 0' (1) NEW ERICSSON - 4460 B2/625 B66 RRH - ALPHA A4 L6, N6, L7 90 20' RFS APWAARR24-43-U-NA20 0' 0' (1) EXISTING ERICSSON - 4449 871 1385A RRH - BETA B1 - - - - - - - - (2) 1-5/8" COAX BETA B2 N25 90 140' ERICSSON AIR 6419 841 0' 0' - (1) 1-5/8" HYBRID NiBl TOTALLY COMMITTEQ BETA 83 L21, L19, N19, G19 90 140' COMMSCOPE VV-65B-R1 0' 0' (1) NEW ERICSSON - 4460 B2/B25 B66 RRH - TKK ENGINEERING DPC PSC 9123266 BETA B4 L6, N6, L7 90 140' RFS APXVAARR24-43-U-NA20 0' 0' 0) EXISTING ERICSSON - 4449 B71 B85A RRH - xr ccrosiunox ov aurxowznnoN■o.owsres 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 (410)712-7092 GAMMA C1 - - - - - - - - (2) 1-5/8" COAX GAMMA C2 N25 90 260' ERICSSON AIR 6419 B41 0' D' - (1) 1-5/8" HYBRID GAMMA C3 L21, L19, N19, G19 90 260' COMMSCOPE W-658-R7 0' 0' (1) NEW ERICSSON - 4460 B2/B25 866 RRH - T-MOBILE SITE NUMBER: GAMMA C4 16, N6, L7 90 260' RFS APXVAARR24-43-U-NA20 0' 0' (1) EXISTING ERICSSON - 4449 1371 1385A RRH - LI13544A BU#:806579 IVY CUTCHOGUE 958280 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 ANTENNA AND CABLE SCHEDULE SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE ISSUED FOR: REV DATE DRWN I DESCRIPTION DEA/QA 0 09/28/20231 BC FORCONSTRUCTION Al I I i I I OF Nf{y MOUNTING BRACKET yPS$ �7(O� (SUPPLIED W/ANTENNA) 9 t 2 08441% �fESS 10��" ANTENNA MOUNTING PIPE NEW 091282023 ANTENNA INSTALLER NOTE: PETER ANGELO LUDAS,P.E. 1.ALL PIPES, BRACKETS,AND MISCELLANEOUS STATE NEW YORK HARDWARE TO BE GALVANIZED UNLESS PROFESSIOONAL ENGINEER NOTED OTHERWISE. LICENSE#094478 ol MOUNTING BRACKET (SUPPLIED W/ANTENNA) IT ISA VIOLATION OF LAW FOR ANY'PERSON, UNLESS THEY ARE ACTING UNDF-RTHE DIR=0N OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUME\T. �1ANTENNA MOUNTING DETAIL SHEETNUMBER: REVISION: L SCALE: NOTTO SCALE C-3 O To • ®Mobile s ■ " 4SYLVAN WAY PARSIPPANY,NJ 07054 CROWN CASTLE x} >» ) l TOTALLY COMMITTED. - 4 * kt', TR7C ENGINEERING DPC 9123266 NY CBRfIFlC HOPG NDW VON NM 0016]99 ` �. +z 6095 MARSHALEE DRIVE,SUITE 300 ' �r.J.�uk �s�;r��' , ,7'�".n,,. t�..a ��7 'y� 1,k;,1Y�8,`�•�.'M �tM1 S ELKRIDGE,MD 21075 :. "' .F�:...oa:...= ti+: - xY°`k%r.`.ia,"i•;:.�F.. :-Yd �,sr^,4c:a,r':,t+,.,,a',�a (410)712-7092 a '➢5,1. , ��;�,' ,1 �t T-MOBILE SITE NUMBER 4a�- � ,' .•,fav i,.- ," , ; �, ' '? jr F LI13544A BU#:806579 NY CUTCHOGUE 958280 E. 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 x sK,r x EXISTING 108'-6"MONOPOLE n.us# s- ' •' �-o-w.ux'z" ,t-;-J11, { r� .a<'" + - c ISSUED FOR: REV DATE I DRWN I DESCRIPTION DES./QA 0 109/28/2023; BC FOR CONSTRUCTION Al tl ' r 'pi $`,;a Vii'..7) :f k£�`-,'- �',� ...n�'1•'E'r,.r�..+�.,,ywa2 Ur v 4I¢,�,,� sk't•1� ��aS N •c�>)��1� �� I��-„��,,�� ..�11, � fESS10T1�S. 09/28/2023 PETER ANGELO LUDAS,P.E. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#094478 PLUMBING DIAGRAM SCALE: NOT TO SCALE �� ----_-_..--.----_-----..-.._,__....---•-----..._. IT SS A VIOLATION OF LAW FOR ANE PERSON, UNLESS THEY AILS ACTING IJNDERTHE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTMS DOCU:ME\T. SHEET NUMBER REVISION: C-4 0 EQUIPMENT NOTES' EQUIPMENT NO S• ' HEIGHTxWIDTHxDEPTH: 63.0" x 26.0" x 34.0" HEIGHTxWIDTHxDEPTH: 63.0" x 26.0" x 28.0" I�•7 WEIGHT (EMPTY): 320 LBS (1600.0mm x 660.Omm x 711.Omm) m x *Mobile t00000oWEIGHT (EMPTY): 295 LBS (134 kg) 1, WEIGHT (FULLY LOADED W/ BATTERIES): 1500 LBS WEIGHT (FULLY LOADED W/ BATTERIES): 2000 LBS (908 kg) ® 4 SYLVAN\\7AY O PARSIPPANY,NJ 07054 2" KNOCKOUTS WITH LBs FOR ALARM 0 CABLE AND TEMP SENSOR ROUTING. UPPER REAR CENTER WORK BEST FOR 0 THIS INSTALL FOR EASE OF INSTALL AND CROWN REPLACEMENT IN THE EVENT OF FAILURE. CONDUIT MUST BE PROPERLY SECURED Q CASTLE TO PREVENT DAMAGE TO CABINETS AND CAS OR CABLING jo 0 OOO OO 2" KNOCKOUTS WITH RIGID CONDUIT0AND:LB FOR 3/0 BATTERY CABLE (�0INSTALL, AND AUX POWER CABLE. 0W0rOUTSIDE KNOCKOUTS WORK BEST FOR0000EASE OF INSTALL2" KNOCKOUTS FOR AAV AND FIBER TKK O O O TOTALLY COMMITTED: ROUTING BETWEEN MACRO CABINETS ON SITE. LB WITH RIGID CONDUIT IS DIPC ENGINEERING PREFERRED. S MY CfiRi1FI0A ION OFF 23266 AOFNORILTION N0.00/8193 2" KNOCKOUTS AT LOWER REAR OF THE ISO VIEW ISO VIEW 6095 MALKRIDGF-MDRSHALEE 21 75 300 ELKRIDGE,MD 21 WS CABINET INTENDED FOR HYBRID/MLE (410)712-7092 CABLES OO OO OO OO T-MOBILE SITE NUMBER: REAR VIEW REAR VIEW LI13544A BU#:806579 NY CUTCHOGUE 958280 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE ISSUED FOR: mONr j REV DATE DRWN I DESCRIPTION DES./QA 0 09/28/2023, BC FOR CONSTRUCTION AI I i PLAN VIEW PLAN VIEW OF NEW y � 2" KNOCKOUT, UNUSED ON THIS O O O O 00 00 00 00 '} SITE FOR DEDICATED CIRCUIT TO r,os4 O O 2 SERVICE OUTLET DEDICATED 1" FOR GNSS/GPS KNOCKOUT ON i FO 094470 4 2" KNOCKOUT ON LEFT HAND "; :�' O RIGHT HAND SIDE OF THE p } fESS101��" r,n� CABINET, RECOMMEND USING 9 :Y=; y" 's�' O LL, RATHER THAN LB OR 90 - POWERSIDE OF CABINET USED AC, WITH RIGID CONDUIT AND O DUE TO CLOSE PROXIMITY LR. PENETRATION IS DIRECTLY TO 8160 BATTERY CABINET. 09/282023 BELOW ACCU 4" RIGID OR FLEX CONDUIT O O 2" KNOCKOUT, UNUSED ON THIS MAY BE USED. SITE FOR DEDICATED CIRCUIT TO O SERVICE OUTLET O PETER ANGELO LUDAS,P.E. ,4 Q O STATE OF NEW YORK PROFESSIONAL ENGINEER ® ® LICENSE#094478 OOO O = O O O UNUSABLE 2" 2" KNOCKOUT ON LEFT BOTTOM O O®O O SIDE OF CABINET FOR KNOCKOUTS DUE TO 0 0000 INTER-BASEBAND CABINET CLOSE PROXIMITY TO CONNECTINO.A RIGID OR 9160 CABINET FLEXIBLE CONDUIT WITH AN LR LEFT VIEW FRONT VIEW RIGHT VIEW LEFT VIEW FRONT VIEW RIGHT VIEW --------------------- .--.-- ..----.---------_ WILL BE USED WHEN RUNNING - ITIS ARE UNI)F ANY PERSON, UNLESS THEY ARE ACTING UNDERTHE DIRECTION THIS CONDUIT TO THE LEGACY 6131, 6102, ODE OR MUAC OFA LICE ROFESSIONALENGINEF_R, ALTER TO ALTER THLS DOCU'.103\T. CABINET. ERICSSON - 6160 ERICSSON - B160 SHEET NUMBER REVISION: SCALE- NOT TO SCALE 1 SCALE: NOT TO SCALE C-5 U 7C a m Mobile. . ■ 4 SYLVAN WAY PARSIPPANY,NJ 07054 PROPOSED 1/2" DIAMETER, SIMPSON STRONG-TIE _ I STRONG-BOLT 2 WEDGE ANCHOR WITH 3-3/4" NOMINAL I EMBEDMENT (ICC ESR-3037). TO BE INSTALLED A MINIMUM OF 4 Nomlval:208to Wft (1) IN EACH CORNER OF CABINET. SEE MANUFACTURER'S ItlputVoltoge: 4 0F"ffN:90m305va( EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS. IT 1 F:meded:90to1811hc(�-mtedpac�) 7.99" �` 19.92 CROWN E ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE BEENn 11 DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND aTke gen 4Sm6b8r SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN Frequency: CASTLE Power 30DOW mm:m:oss(FDOW Rim @ 1TDVac Ilpm) Power Factor: > >0.98(50 m 100%hal) _r -r / THD: i 4%(50 m 100%Iml) n EQUIPMENT a m LOCK ! BASE FRAME FR)denry: 963%Peak WASHE PLATE R / Output Voltage: 4211158Vdc n f 20.5° ID M1 PLAN WASHER ' Output Current: (-361A55A 10 N4SWcAmmL@48Ydc} i (-36dA®48Vdcorl2Placloput) TOTALLY COP9MITTEQ MECHANICAL SPECIFICATIONS TKK ENGINEERING DPC Load Reguh>tion: ; "0.5% ERICSSON:AIR6419 B41 PSC 1123266 f i /,';%'/,% /: /:' i // ;% L/ HEIGHT: 34.49 IN W__"Mm 4 4 `- Une Regulation: � <t0.1%(SIDnc) LENGTH: 19.92 IN 5095 MARSHALEE DRIVE,SUITE 300 4 _ ----) SIDE FRONT WIDTH: 7.99 IN ELKRIDGE,MD 21075 ._ Tiansfeat Response: I t3%for 4o m 90%15 ad sW WEIGHT: 81.84 LBS (410)712-7092 MOUNTING KIT: SXK 109 2065/1 ' Yoke Baw:<SMIK WEIGHT: 13.0 LBS - �I Nolse: We Rod:<260mV RMS(MOO to Wtr) - y I <160mV Ilk to Ilk(10ft m 10M) Psophom6tricNoise: <hVRA1S T-MOBILE SITE NUMBER a` Acoustic <60d8s®Tm ,30°C ! LI13544A c c - Dimenslons: mm:41HIt104Wr3330 BU#:806579 Inches:1.6H 14.1W s 13.10 NY CUTCHOGUE 958280 CONCRETE SLAB Weight. I 1.83kg(4.04&1) CABINET ANCHOR DETAIL r,)-'\CORDEX HP 3.OkW ��RICSSON - AIR 6419 B41 ANTENNA 21855 COUNTRY ROAD SCALE: NOT TO SCALE L SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE CUTCHOGUE,NY 11935 EXISTING 108'-611 MONOPOLE 0 o ISSUED FOR: REV DATES DR [DI�'•SC[UIRION DFS./QA III--� 1201" BASED BOX ASSEMBLY 0 09/28/2023 RC y FOR CONSTRUCTION j Al 4.65"-�----{ I POLE DIAMETER: o I 15.1" 2.36-4.53" III lilt III III 1111 11 Irm 10 Alf IL AL MECHANICAL SPECIFICATIONS o O O O O O D B • COMMSCOPE: W-658-R1 - HEIGHT: 70.35 IN OF NEdy WIDTH: 12.01 IN « ® e e q0 PCO VP DEPTH: 4.65 IN 0 O L a "e 12.01" WEIGHT: 41.67 LBS PLAN VIEW FRONT ELEVATION SIDE ELEVATION I =I a o PIAN n ' 084470 SIZE AND WEIGHT TABLE HEAT SHRINK TUBE-� MESS101��' 1 6.96" WEIGHT 09262023 par,M! RRU HEIGHT WIDTH DEPTH W O BRACKET I I rMECHANICAL SPECIFICATIONS / I 14.68^M N ANDREW: 600899A-2 _J__ k HEIGHT: 9.21 IN RADIO 4460 B25+066 17.0" 15.1" 11.9" 109.0 LBS. WIDTH: 6.69 IN N N DEPTH: 12.61 IN HYBRID CABLE h WEIGHT: 4.20 LBS NOTES: PETER ANGELO LUDAS,P.E. 1. DO NOT PAINT THE RRU. RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURER'S STATE OF NEW YORK �- METHOD OF PROCEDURE. PROFESSIONAL ENGINEER LICENSE#094478 PROPOSED CLAMP KIT m (ANDREW PART# 600899A-2) u? SIDE FRONT COMMSCOPE - HCS 2.0 PART 1 IT ISA VIOLATION pFIsAV FORANY PERSON, WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. UNLESS TIIEY ARE ACI7NG UNDERTHE DIRECI70N SIZE (HxWxD): 14.Oxl6.Ox8.0 IN. OFALICENSEDPROFrMTONAT.ENGINEER, TO ALTER THIS DGCU3H?Wr 4 COMMSCOPE - W-65B-R1 ANTENNA / �ERICSSON - 4460 B2/B25 B66 RRH r�T-MOBILE BREAKOUT PENDANT SHEETNUMBER. REVISION: SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE v SCALE: NOT TO SCALE C-6 0 EXISTING PANEL SCHEDULE U E T aMobile r ■ MAIN BREAKER RATING (A): 200 SYSTEM VOLTAGE (V): 240 PHASE: 1 WIRE: 3 4 SYLVAN WAY CB: 30 C VIATTAGE B LOAD PER B WATTAGE C PARSIPPANY,NJ 07054 K CIRCUIT DESCRIPTION POLE R -, PHASE R POLE CIRCUIT DESCRIPTION K T C NC K 't r A B K NC C T o 0r 2 50 syi, �'.,+e ;;[d 100 2 UNIOIOWN(OFF) 3 0 0 •;kn o ti,"; 0 0 4 5 0 o µb' 0 ;'R;i�ti'fFt+k.9� D 0 6 CROWN 7 D 0 #j.�;,y�' 0 60 2 0 0 UNKNOWN(.m 6 9 D D a..D.,- - D D ,D � CAST L E 54w1~s 50 2 SURGE PROTECTOR 11 0 Ora , �,1.0 o 0 12 d;' �A�„r,.:0.-+t}. 20 1 1 0 REEF➢fACLE 14 o 13 eo f 90 15 o a ,++�:� u48 use o 16 j ,. 150 4 •EnSTING C!&NEr 6RUKFA ”' 19 0 0 xr eY:„ `'Yet 2469 �;, 22Q0 20 ��qq k 21 0 0 '�Rr' 2246 %�'"t';'`-i''' 2249 0 22 EXISTING UTILITY COMPANY NiBLI >' -•'•�-�': TRANSFORMER 23 0 D tea 0 ••RECEPraclE 24 TOTALLY COMMITTED: 25 o v - 27 o a °i x""= 'r•'�•. o e`i D o 28 PSC#723268 :e; ;.s.';-•a, tiy,.,• EXISTING WIRE AND CONDUIT Nru R`Hl ro A,rtxo 0Nxmow6"5 y ^qy 29 0 0 ` - o y ., ,;. D o 30 6095 MARSHALEE DRIVE.SUITE 300 - t'i:*"i” r'"4-h>ar,:;..,':t'•:, ::r.. *r, TOTAL LOADS "i-; ;_ ,.*':b::= ',s-.:;t .r"•M1+i s.:E"x - = ELKRIDGE,MD 21075 mwr ,+1'-:w✓ r -x +I PER PHASE N, t4�y t ti ntd t 1^ '£�q Cl' .s"� '• (410)712-7092 ^ .A NOTES '- 6676 a67s D'T's ; 1 „�" r — — EXISTING METER ENCLOSURE •RELIWE 4P-150A 6REAKER 5 POSIDON 16-23 ��: w9TOTAL "?'".~ 1155 roTAL M ••REMOVE a oA REVCER M POS0i0N 24 CON0 1P-2 j�� CON— ��u�",. CONfIN0009(VA) I — :.i 01W5 roru 9352 L + NON-CONTINUOUS(VA) wfiroru iv. roru ANPS 38.97 EXISTING WIRE AND CONDUIT T-MOBILE SITE NUMBER: vVNON-CONIMUWS •+ a,, 9352 T1 CONNEC LOAD(KVA) 9.35 L113544A ts• "s'_�" 161.03 - - � SPARE C4PAGIY(A) EXISTING 240V, POLE, NEMA 3R DISCONNECT. LOCATION OF MAIN BU#:806579 BONDIJ NG UMPER. 200 NY CUTCHOGUE 958280 L - - J 21855 COUNTRY ROAD EXISTING PANEL SCHEDULE EXISTING WIRE AND CONDUIT SCALE: NOT TO SCALE CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE 1 � N EXISTING 200A, 120/24OV, 103W, NEMA 3R, POWER PROTECTION ISSUED FOR o o I CABINET (PPC) WITH INTEGRATED MANUAL TRANSFER SWITCH, FINAL PANEL SCHEDULE I LOAD CENTER, AND FACTORY WIRED GENERATOR INTERFACE FOR REV' DATE DRl1'IN I DESCRIPTION DFS./QA PORTABLE GENERATOR CONNECTION i ' HC FOR CONSTRUCTION Al MAIN BREAKER RATING (A): 200 SYSTEM VOLTAGE (V): 240 PHASE: 1 WIRE: 3 0 09/28/2023 BRANCH CB: 30 C WATTAGE B ° LOAD PER ".,' B WATTAGE C K CIRCUIT DESCRIPTION POLE R PHASE c,y. R POLE CIRCUIT DESCRIPTION K T C NC K q By KNC C T t o o k o OEF 2 50 72 '""ti 100 2 UNKNOWN(OrF) 3 0 0 ;x_„-_�;�^; o o 0 4 I I INSTALL NEW 150A, 2-POLE BREAKER (OCCUPIES 4 SPACES) IN PPC o �:k'_t, - 60 2 UKKNPmI(OfF) e -•...r,c >0 150/2 9 0 0 ° A''',�` '" .� 50 10 2 0 0 SURGE PROTECTOR o 12 t3 o o .`',.� 1. ;:`. ?;; 20 1 leo o RKEPTACIF 14 1a T: ys L J 151 0 3285 .�� 332950 3265 ues 17 0 0 .`i' 'i,:.t: o t6 yPt�P�tAYv�� Y.` F'17'8;1 ati ._+ , 150 4 •6160 GfiINFi � I 19 0 0 +i 1", F)'i�/', 32&5 3285 0 20 21 0 0 .1j,, 3265 ;;;:,4rii',,.'`T,;-:ii 3295 0 22 , 23 0 0 360 o ••6190 GGc; 24 �A 094418 (3) 1/0 WITH 25 a o ",.o 0 0 2627 6 GROUND IN 1-1/2"CONDUIT 0 o o o 28 09/288023 29 0 o T o 0 D 30 NOTES: Y,'• 4 9 - v 4% TOTAL LOADS ;. '< _ jx p r, F - t - +,' PER PHASE "� - 'x '� � '',�, EXISTING 1. ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE " ES i) BTS CABINET COPPER. ALL CONDUCTORS SHALL BE THHW, THWN, ^ - NOTES•s ..,„, ,7r 6750 6930 .,�r- - ("+' +' „�,n .b I I THWN-2, XHHW, XHHW-2, THW,THW-2, RHW, OR RHW-2 •INSTALL(1)NEW 4P-1 BREAKER GOR PROPOSED 6160 CA9WEf ;< wermu ` t25,:roru UNLESS NOTED OTHERWISE. ••INSTALL(1)NEW 1P-20A RREt AOR PROPOSED 616D MI �y. OONRNUWS <"1.T CONTINUOUS(VA) ° I— IW><Toru 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN PETER ANGELO LUDAS,P.E. 0 >�': NON-cotmNuous NA) 13680 ON THE ELECTRICAL ONE-LINE DIAGRAM AND NOTIFY THE STATE OF NEW YORK ` PROFESSIONAL ENGINEER warotu --, t Tu—S 57.00 ENGINEER OF ANY DISCREPANCIES. NON-CONTINUOUS i' LICENSE#094478 13 80 TOTAL CONNECTED L.(KVA) 13.68 3. ALL GROUNDING AND BONDING PER THE NEC. `;;.'�• _ ? SPARE cAPAnTr(q 143.00 IT IS A VIOIr17ION OF LA\V FOR ANY PERSON, UNLESS THEY ARE ACTING UNDERTHE DIRECTION OF A 110E LASED PROFESSIONAL ENGINEER, TO ALTERTHIS DOCUNIENT. FINAL PANEL SCHEDULE ONE LINE DIAGRAM SFIEETNUMBER: REVISION: 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE E- 1 0 .Mobile. . 4SYLVAN WAY PARSIPPANY,NJ 07054 ff CROWN CASTLE ...tx TOTALLY COMMITTED TKK ENGINEERING DPC PSC#123266 xr tFxtaxatrox or Amxoavwnox xa ows7as 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 (E) MOUNT PIPE (TYP) (410)712-7092 NEW RRH (TYP) ALPHA 13EA GAMMA (E) RRH (TYP) T-MOBILE SITE NUMBER NEW RRH (TYP) (E) ANTENNA (TYP) LI13544A r n 1 i BU#:806579 1 j I �f I NY CUTCHOGUE 958280 i' 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 j EXISTING 108'-6"MONOPOLE ISSUED FOR 1 1 1 '� 1 DESCRIPTION \; 4 I I \ 1, ,a OVI DATE�09/26/2021! DS BCFOR CSI'RUC770N DES./QA 0e n9vee90 oo 8o ... .00 Oo ea ono e`n0 Oa ... GROUND WIRE (TYP) I i LSECTOR GROUND BAR (3 TOTAL) Osao,pe�000,v..... 000 UPPER TOWER GROUND BAR OF NE(I�y,, NOTE: ALL NEW GROUNDS TO BE #6 STRANDED �0+ COPPER WITH GREEN INSULATION UNLESS �A 09g4T0�F NOTED OTHERWISE. �fESS10�' 09/2812023 ANTENNA GROUNDING DIAGRAM SCALE: NOT TO SCALE PETERTEOFN ANGELO WYORP.E. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#09447B IT IS A VIOLATION OF U1N FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRWnON OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TFUS DOCUNIE,r. [EG- 1 HEET NUMBER REVISION: 0 8" PVC PLUG TO ANTENNA COAX TO ANTENNA COAX T/FINISH GRADE �s■8" PVC PLUG CPLG. (THRO.) m ile ■ a f j� x m 11vMo _/Y}V�# COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR I 4 SYLVAN WAY PARSIPPANY,NJ 07054 0 070 00000000000000 I 0 0 0000000000000 O o )O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I� o o O o 0 0 0 0 0 0 0 0 0 0 O O SUBGRADE 1(f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D OlL X000 000000000000000000 w #2 SOLID TINNED COPPER z #2 SOLID (TEST LOOP) CROWN CONDUCTOR TO TOWER/SHELTERGROUND RING 2 TYP. FOR TOTALLOW EXIT/ENTRANCE OF CH SIDES OF 8" PVC SCH 40 PIPE TWO HOLE LONG BARREL COMPRESSION LUG BOTTOM GROUND BAR ONLY) w GROUND RING WIRE CAST L E TWO HOLE LONG BARREL (TYP) 0 EXOTHERMIC WELD COMPRESSION LUG (NP) NOTES: NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). Nal TM 2/0 TINNED CU EXTERNAL � 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. CADWELD TEST LOOP TO TOWER GROUND RING WIRE E= GROUND RING WIRE NOTES: 5/8" 0 x 10'-0" LONG COPPER CLAD GROUND ROD TOTALLY COIF MITTEIL TKK ENGINEERING DPC 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE PSC#123266 VERTICAL wcem Twxurlwwzanan wa oolsaas 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6' BELOW FROST LINE. 6095 MARSHALEE DRIVE,SUITE 300 (WHICH EVER IS GREATER)AS PER N.E.C. ARTICLE 250-50(D) ELKRIDGE.MD 21076 (410)712-7092 ANTENNA SECTOR GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL3INSPECTION WELL DETAIL SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE T-MOBILE SITE NUMBER LI13544A BU#:806579 NY CUTCHOGUE 958280 STAINLESS STEEL BOLT 21855 COUNTRY ROAD TO TOWER MOUNTED EQUIPMENT STAINLESS STEEL CUTCHOGUE,NY 11935 FLAT WASHER (TMP) MONOPOLE 2-HOLE CRIMP/ (TYP)TO ANTENNA COMPRESSION EXISTING 1081-6"MONOPOLE ANTENNA GROUND BAR CONNECTOR LOCATED AT MCL (BONDED TO TOWER STEEL) GROUND BAR STANDARD COAX I 11 2 HOLE LUG (TYP) CABLE GROUND KIT STAINLESS STEEL (TYP) FLAT WASHER ISSUED FOR: STAINLESS STEEL (TMP) #6 STRANDED CU WIRE WITH GRADE � WARNING/LOCATOR TAPE AT REV' DATE DRWN DESCRIPTION DES./Q GREEN, 600V,THWN BSTAN LE WASHER STAINLESS STEEL NUT 6"WIDE METALLIC HTEL INSULATION (OR AS PROVIDED I (TMP) (TMP) / 12' DEPTH 0 i 09/28/2021 I BC FOR CONSTRUCTION AT WITH GROUND KIT) (TMP) SINGLE CONNECTOR AT GROUND BARS N STAINLESS STEEL BOLT 0 z al.N CHANICAL CONNECTION z ) STAINLESS STEEL c1 AX GROUND BAR WITH FLAT WASHER w EXOTHERMIC WELD COAX CABLESULATORS, CONNECTED (TYP FOR ALL) RECTLY TO THE BOTTOM DRAGON TOOTH WASHER N MONOPOLE. SEE NOTE 1. (TMP) - STEEL TO BTS EQUIPMENT VIA2/0 TINNED BARE TRAY OR ICE BRIDGECOPPER WIRE 2-HOLE CRIMP/ OF wf(y STAINLESS STEEL SOROUD, INNED FOR CARRIER AND ICE 0 MONOPOLE PIER COMPRESSION FLAT WASHER P� 04n�O,p CONNECTOR (TYP) BRIDGE GROUND LOOP GROUND WIRE SEE NOTE 3 STAINLESS STEEL NUT STAINLESS STEEL �(TYP) GROUND RING 2/0 FOR GROUND WIRE BELLVILLE WASHERTOWER GROUND LOOP NOTE 3 , (TYP) _ � � 084478 ��---- --i�--�-i-IL—s SINGLE CONNECTOR AT STEEL OBJECTS '�oFEsslo� INSPECTION WELL r i EXOTHERMIC WELD (NP) NOTES. STAINLESS STEEL STAINLESS STEEL GROUND ROD COPPER 09/282023 _Y. SELF-DRILLING STAT WASHER I. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW ( ) LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) CLAD STEEL ROD W/MIN. TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. 5/8 0 x 10'-0" LONG 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE CRIMP/ TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. COMPRESSION CONNECTOR PETER ANGELO LUDAS,P.E. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THESTATE OF NEW YORK RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH J METALLIC OBJECT NOTES: PROFESSIONAL ENGINEER WASHER 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE LICENSE#094478 (TYP) VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C.ARTICLE 250-50(D) IT IS A VIOLATION OF L\W FORANY PERSON, UNLESS THEY ARE ACTING UNDEATHE DMCnON GROUND ROD DETAIL OF A LICENSED PROFESSIONAL ENGINEER TYPICAL ANTENNA CABLE GROUNDING 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS TO ALTER THIS DOCCNIEN'F. 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET NUMBER REVISION: G-21 0 1 WIRE SIZE BURNDY LUG BOLT SIZE M #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC 5 2 BOLT Qob?le ■ a A TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT PARSIPPANPPAN4 YWAY A #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT ,Y,NJ 07054 #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT TYPE W TYPE VN TYPE NC TYPE SS TYPE GRA' BURNDY GROUND LUG W/ CROWN LONG BARREL HEAT SHRINK (SEE CHART) (CLEAR) CAST L E NUT GROUNDING VVV (TYP) CONDUCTOR LOCK WASHER (TYP) TYPE VS TYP V TYPE P TYPEGT2 li=:::1 - TM NOTE: GROUND BAR BOLT 1. ERICO EXOTHERMIC "MOLD TYPES"SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC (SEE CHART) TOTALLY COMMITTED MOLDS TO BE USED FOR THIS PROJECT. (TYP) TKK ENGINEERING OPC 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. PSC#123266 BURNDY TWO HOLE LUG W/ NT CENl6NM1TION OFMORQ\TION MY.0018]85 LONG BARREL 6095 MARSHALEE DRIVE,SUITE 300 (SEE CHART) ELKRIDGE,MD 21075 CADWELD GROUNDING CONNECTIONS (410)712-7092 1 BARE WIRE TO BE SCALE: NOT TO SCALE NO-OX AT BOTH ENDS STRANDED (GREEN INSULATED) ONLY FOR #6 AWG TO ANTENNAS (SEE CHART) T-MOBILE SITE NUMBER WEATHERPROOFING KIT LI13544A (SEE NOTE 3) ANTENNA CABLE I TX1/RX1 WEATHERPROOFING BU#:806579 (TMP) Nom. NY CUTCHOGUE 958280 GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COAX JUMPER (TYP.) (TMP) ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL T i 7� ROAD HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, 2185[ COUNTRY 1\OAV FLAT WASHER AND NUT. 5 1. WEATHERPROOFING C #6 AWG 2 MECHANICAL LUG CONNECTION CUTCHOGUE,NY 11935 #6 AWG STRANDED COPPER GROUND WIRE (TYP. SEE NOTE(GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 COPPER/GALVANIZEDSCALE: NOT TO SCALEIIICOAX GROUND BAR EXISTING 108-6 MONOPOLE BONDED DIRECTLY TOWER CABLE GROUND KIT CABLE CONNECTOR ANTENNA CA #6 AWG MIN. FROM ANTENNA CABLE GROUND KIT N TESTO BTS EQUIPMENT (TA ISSUED FOR: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND REV' DATE DRWN I DESCRIPTION DES. /Q. WIRE DOWN TO GROUND BAR. NOTES. 0 09/2812073 I BC FOR CONSTRUCTION AI 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE I 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BRIDGE, OR ON ANTENNA TOWER BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. � CABLE GROUND KIT CONNECTION O OQQO O OO OO Op O O 3 SCALE: NOT TO SCALE 0� OO O QO O �O O QO O O OQ 4 GROUND CABLE CONNECTION O 0 SCALE: NOT TO SCALE / O -TWO HOLE LUG, OR GROUNDING SHALL 3/8-11x1"TAMPER J EXOTHERMIC WELD TO BE USED �� A, ELIMINATED WHEN GROUND BAR OF NEiy RESISTANT BOLT WITH #2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO �P �` D 0 (TYP) WIRE TO BUILDING SERVICE METAL TOWER y p INSULATORS GROUND OR GROUND RING SEE NOTE 2. WALL BRACKET ® ' GROUNDWIRE INSTALLATION 09441s 0 � ONp� (TYP) 0 0 NOTE: MINIMUM OF S/S NUT SCALE: NOT TO SCALE 88 1, *11 0 0 3 THREADS TO BE (TMP) 09/282023 VISIBLE ® 0 0 O (TYP) O 0 S/SWAS SPLIT �IIYJ O 0 2 HOLE LONG WASHER 0 BARREL TINNED (TYP) #2 TINNED SOLID IN 3/4" LIQUID TIGHT PIPE 0 UNIVERSAL COPPER SOLID COPPER CONDUIT FROM 24" BELOW GRADE TO 0 GROUND BAR (4"x20") LUG S/S FLAT WITHIN 3"TO 6" OF CAD-WELD J -'� PETER ANGELO LUDAS,P.E. TERMINATION POINT. EXPOSED END OF LOCK WASHER ® (TYP) (TYP) THE LIQUID TIGHT CONDUIT MUST BE - ;.•� STATE OF NEW YORK P/N M10 SEALED WITH SILICONE CAULK. +ii- •'�'�^ PROFESSIONAL ENGINEER (TYP) I = LICENSE#094478 TWO-HOLE '- COMPRESSION LUG TIN COATED SOLID CADWELD NOTES. COPPER BUS BAR S/S FLAT O ( IJjlji';•_ •.. WASHER 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR � (TYP) --i IT ISd VIOLATTON OF LAW FOR AhT PERSON, USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO lily'"• _-�;i UNLESS THEY ARE ACTING U-NDERTTiE DIRECIION INSTALLED IF REQUIRED / TIE INTO EXISTING GROUND RING .I•ii� OFA LICENSED PROFESSIONAL ENGAEER, MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, S S BOLT CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (TYP) I�,- .:.`:-' ;y, TO ALTER THIS DOCUMF_NT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL =-, - _^(� USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. I_u7j'i`� S]:';'i:_ L FIEETNUNIBER: REVISION: GROUND BAR DETAIL LUG DETAIL TRANSITIONING GROUND DETAIL G-3 O 6 SCALE: NST TO SCALE 7 SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE